HomeMy WebLinkAboutSDP200100048 Plan - Other (not approved) Final Site Plan and Comps. 2001-05-1012 �, z REVISIONS DATE
PROJECT INFORMATION -TOP OF WALL ELEV.=540.0 � JUNE 6, 2000 MAY 12, 2000
z JUNE 12, 2000
1. PROJECT NAME: CHARLOTTESVILLE/ALBEMARLE S.P.C.A. I I CG -6 FEBRUARY 9, 2001
SITE PLAN BERKMAR DRIVE '' EXISTING COMBINATION1;;� APRIL 30, 2001
GROUND 6" CURB I 12 _ MAGNETIC MAY 10, 2001
2. OWNER OF LAND: ALBEMARLE S.P.C.A AND STUARD R. WOOD, JR. AND GUTTER 24' TO 60' MERIDIAN
AND MARGARET E. WOOD f� 4 ® 12" (TYPICAL) SURFACE COURSE 10
TYPICAL
P.O. BOX 7047 IIT -I 30'-0" 00
1 1J1 # 4" SIDEWALK 1 1/2" - 9.5A i
CHARLOTTESVILLE, VA 22906 \ 0 20 40 80
PHONE: (804) 973-4000 ° ° I_- 5 \ 165#/S.Y. SM -2A SURFACE SLOPE TO 1/4":l
11\\ CG -6 1/4 1' SLOPE MATCH GRADING PLAN TYPICAL 5' CONCRETE SIDEWALK
3. APPLICANT: THE ALBEMARLE SOCIETY FOR THE PREVENTION ! #8 AGGR. �- 6" BM -25.0
12' WITH 2" MIN. STONE BASE TYPE 21-A) C^A' C
OF CRUELTY TO ANIMALS, INC. 4" OR 6" UD-4,li""° JLd1L=G
Q-
ATTN: DANIEL J. MEADOR, JR., ATTORNEY
#78 OR #8
,. #21B 5'-0" 6X6 WELDED WIRE MESH
� �
433 PARK STREET
CHARLOTTESVILLE, VA 22902
AGGREGATE
BRICK FACE TO egt�.,.,,r AGGR. SUB -BASE
MATCH WITH COVERED
MATCH BUILDING I';
PHONE: (804) 293-1200
MIN. GRADE~'
y4a PRIME COAT
COMPACTED 6" AGG. BASE(TYPE 21A) SUBGRADE=CBR MIN, 10(95% COMPACTION)
FAX: (804) 293-2135
2 SUB -GRADE
LilMIN.
#4 ® 12" GEOTEXTILE CBR=10
4. CONTACT PERSON: KURT M. GLOECKNER, P.E., P.L.S.
GLOECKNER ENGINEERING & SURVEYING, INC. o
WEEP HOLE WITH 4"X4"
DRAINAGE
FABRIC
2246 IVY ROAD, SUITE 51
CHARLOTTESVILLE, VIRGINIA 22903 a1
PLASTIC HARDWARE
CLOTH 1/4" MESH
BERKMAR DRIVE IMPROVEMENTS TYPICAL PARKING LOT & ACCESS ROAD (S.P.C.A. DRIVE) SECTION
PHONE: (804) 971-1591
OR GALVANIZED STEEL
TYPICAL CROSS-SECTION
FAX: (804) 293-7612
WIRE, MIN. WIRE DIA.
N.T.S.
Q-
�O
JP
N
BROOK
DR.
J'
1 "=40'
0.03 INCH, NUMBER 4 a
5. BOUNDARY LEGAL DESCRIPTION AND TOPOGRAPHIC INFORMATION BY: MESH HARDWARE CLOTH a
ROUDABUSH GALE & ASSOCIATES, INC ANCHORED FIRMLY TO SITE MAP KURT M. "IECKr1ER
914 MONTICELLO ROAD, CHARLOTTESVILLE, VA OUTSIDE OF STRUCTURE. SCALE: 1"=2000' 9 5649
FIELD SURVEY AUG. 5, 1996 O=WATER LEVEL 'btu
TOPO AUG. 30 & SEPT. 3, 1996 SSS 1
2" PVC WEEP HOLE ' TONAL'
4" SIDEWALK
6. BENCHMARK INFORMATION: BM 331: PK NAIL IN PINE TREE ® PET CEMETERY - 549.85 I ® 6'-0" O.C. 1' PONDING STA 22+15.31 LT
DI -7A WITH FLUME
BM #715: PK NAIL IN EL. POLE OFF WOODBURN ROAD - 583.45 12" POROUS BACKFILL SOD SOD 2"-3" MULCH CONNECTION.
BM #516: PK NAIL IN WALNUT SOUTH OF HOUSE - 551.75 ®1001bs./cu.ft. W=15.0' SHREDDED H=2.25 0 100' STACKING LANE
THESE ARE TIED TO THE BERKMAR PLANS. (U.S.G.S. DATUM) �L 530.00 I = HARDWOOD TOP -515.97 + AND 100 TAPER LANE
NV=513.72 n
7. MAGISTERIAL DISTRICT: RIO STEEL _
516
HEEL: #5 ®7" - _ I - Ilm - - T 2 1/2'-3' ( CONCRETE N
B. LEGAL INFORMATION: TAX MAP 45, PARCEL 86 DEPTH 4 0 FILTER 50% SAND T.M. 45-112F 1 GUTTER
DEED BOOK 1427, PAGE 610 T = = FABRIC _ 20% LEAF MULCH STUARD R. WOOD, JR. STA 22+00
DEED BOOK 1488, PAGE 698 PLAT ° ° ° ° ° ° ° ° T _-_-_-_ _-_ _-_ 30% TOP SOIL 1 + DI -26
° °
GRAVEL D.B. D R P. 420 PLAT
P.O. BOX 7047 '-15" L=4
ZONED R-6
CHARLOTTESVILLE, VIRGINIA 22906 a' #4 ® 12" 6° PERFORATED 1/2" TO 1" CP ®.00% H=4.30
THIS PROPERTY IS LOCATED ON THE WEST SIDE N NOTE: PVC WRAPPED GRAVEL ' t TOP=515.78
OF BERKMAR DRIVE, NORTH OF WOODBROOK DRIVE STEEL W=15.0' IN FILER FABRIC UNDER PIPE ?/
,}
AND WOODBROOK COURT, ACROSS FROM PLANET FUN. TOE:# 5 ®8" 5 J
112
9. ZONING: THIS PROPERTY IS ZONED R-6 CFS ! ` i ( 1 T.M. RD R.
I ' PROFILE SECTION TYPICAL SECTION D.B. 14 R. WOOD, JR.
PROPOSED REZONING TO C-1 ( � � � � P \ \ /D.B. 1453 P. 367
NUMBER OF ACRES TO BE REZONED=5.88 - .w0 \ 1� ! I / /
BIO -FILTER DETAIL N5 04'28' W i ! D.B. D R P. 698 PLAT
10. MINIMUM BUILDING SETBACKS FOR AREAS ZONED C-1: M I �/ N56'04'2g W D 2 ' ZONED R-6
30' FROM PUBLIC RIGHT-OF-WAYS - N.T.S. _ 44_15 -
50' FROM ADJACENT RESIDENTIAL PROPERTIES T.M. 45-84A P
(SETBACKS AS SHOWN HEREON ARE FOR AN AREA ZONED C-1) COMMONWEALTH OF VIRGINIA RE r� i Rc� ®.a ° o
11. PRESENT USE: ANIMAL SHELTER VDOT RIGHT OF WAY SECTION �O <a; ON ERV TION
12. PROPOSED USE: ANIMAL SHELTER WITH NECESSARY OFFICES. D.B. 1887 P. 424 f-va
ZONED R-6 pQ� oo AREAS ol� a
18" 5'-0" Q 50' S -
13. THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. Q ! 1 rn _
0 co \ �� / A 3 v T.M. 45-112G
13. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. L z
/ S d PLANET FUN II L. L. C.
14. PROPOSED PARKING: 46 REGULAR SPACES REQUIRED PARKING / J �� / � v> D.B. 1667 P. 183
3 HANDICAPPED SPACES NO STANDARD PARKING > + O
SITE RETAINING WALL (0.0 TO 10.0 HEIGHT,l / jI '�Io s D.B. 1488 P. 698 PLAT
49 TOTAL REQUIREMENTS FOR ANIMAL SHELTERS 1
PROVIDED SPACES ARE ADEQUATE � ZONED C-1
16. ABUTTING PROPERTIES: TAX MAP 45, PAR PAGE7543 REINFORCED CONCRETE -BRICK FACE I /f ,/ r! / ( C 0 I AND VALVE
PING SLEEVE
DEEDEED BOOK 1420, PAGE 722 PLAT �, N65 -U477.4 5 W
COMMONWEALTH OF VIRGINIA N.T.S. / 377.43'
VDOT RIGHT OF WAY DIVISION 1 `I
1601 ORANGE ROAD S 1
CULPEPER ,VA 22701-3819 / SHED / 00 EN1'ERLINE 0 U
?i!:�c`+.,� SHE SHED 5 ED '�� � FUN N RANCE�
/ 3 '= ^ J SHED
17. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. INCINERATOR TA KANE / x �50' SBL hs�/ 1 " CPI W
18. 4.66 ACRES OPEN SPACE (79.257) `��' �
19. 1.217 ACRES IMPERVIOUS AREA (20.757) /T,om�MONWEALTH
.45-84 O� � i 7CONN. 14
OF VIRGINIA / 0 ^ •+� 11 / f I Q .� o �' I DI A7AO+00.31 LT t/]
20. 17,461 SQ. FT. BUILDING VDOT RIGHT OF WAY DIVISION \ �/I 19 ) / / ' q 15
21. MAXIMUM NUMBER EMPLOYEES = 15 p T ® FLUME CONNECTION
D.B. 1821 P. 605 5 \ CO;JCR� T H=2.25 MOVE EXISTING DI -2B TO NEW
22, MAXIMUM HEIGHT STRUCTURE = 35 FT. ZONED R-6 F'/ x \ �j % CE I4 TARY ' GUTTER' I TOP=512.16 CURB POSITION. EXTEND EXISTING z
24. HEIGHT
OF SOF 53,024AT AIN 1326 NT S NCE = 21' PPG N 5029W +/ x W OD I �nf •"RC \ ' �� �' INV=509.91 15" R.C.P. TO CONNECT TO NEW
75' / WALL ///n \ DI -2B LOCATION. MOVE EXISTING
` k 82 k / ' x �x x I SJOR i V -1 STA 19+85 LT
USE 15'X90'=1350 S.F. ) �'�' i+J ��� �j / x I f r" D AINAGE' ( I DI -7A BACK 12.0 AND EXTEND
I BENCH I E SEM T % L=4DI-2,8 DEPTH
EO MAINTAIN
INATHE EXISTING
RELOC TE
jJ •03'5 s x / l PK IN 4RA ES` D B.142EJy7J H=4.30 CD
NOES' i j6 PIPES ` _.__--- .�% x x' E R OCAT I 613 PLATT 00
1. THE PROPOSED USE OF THE SITE SHALL NOT ACCOMODATE THE j N 45A1 ✓ _ / i TOP=511.96 15" R.C.P. TO CONNECT THE DI -7A W
54 REA. i ;I AND THE RELOCATED DI -2B.
SEASONAL "RUMMAGE SALE" OR ANY OTHER FUNDRAISING ACTIVITIES / I � IPIL F�1NCE x O I
WITHOUT AMENDMENT TO THIS SPECIAL USE PERMIT, OR
x
APPROPRIATE PERMITTING BY THE DEPARTMENT OF 5 p1TCH�b '- I / 56 i % / R- 700.5p
BUILDING CODES AND ZONING SERVICES. g04 x % r L;484.0 O "
2. ANIMALS SHALL BE CONFINED IN AN ENCLOSED
I 58 I ' o /l ( 'f"- x x / piJEKN�/ 3 c'a. \. 5 MER � t I WATER LINE
EXISTING 30"
BUILDING FROM 10:00 P.M. TO 6:00 A.M. / /1I_. 'POND / � 0 / 100' STACKING LANE a
3. USES SHALL S LIMITED TO S ANIMAL FFICER AND ,�4f% / x J/ .� x �� / '� 5 PO�5 �' ' , / J / '�f AND too TAPER LANE E„�
A VETERINARY HOSPITAL WITH ASSOCIATED OFFICES ONLY. o Q�'�I /
4. THE EXTERIOR WALLS OF ANY BUILDINGS
WHICH FACE A PROPERTY LINE THAT IS LESS I // '� N _ �- !! /� p,R'b�5� __ .,rn CG -6 s O �,!/ ,�1
THAN 15.0' AWAY MUST BE OF FIRERAED Sh0 t I � J / \_ I /// P 0 P �` o /� O� / / ,`� TRtt Q 'f ME ER GUTTER7E FT-� :�I
CONSTRUCTION. ��°� / J / 1� p CP W S E 7 1
5. A BACKFLOW PREVENTION DEVICE WILL BE �R„ v �f^\r / p / ;,.�� x _ \ '�� / /gh V,P�. '/ �5 CG -1 /. ��N RVij,Ti'ON h I I� I I DIA218+07 LT ' yl '�' z
REQUIRED ON THE DOMESTIC WATER SERVICE ^� - - 4 a� A/ I I W H
LINE. a a i 0.55'CREt RE3II�UE 1� �j HOUSE / / P� o O \ I. J L=4' GG99�1
6. NO FLOOR DRAINS WILL BE CONNECTED b5 `�'`� / J h �� ` L= 0' B N BE / f TOP=5
1 PROP03ED TO REMAIN R-8 2 / �^C* -x x p\� $ L=6.0' 2" C;PORAiION COCK j f 36' TOP=509.85
TO THE PUBLIC SEWER WHICH WILL BE / THIS TIS (g'OT �F , / F pR0 �� 5 "X6' TEE 2 INV=505.55 T.M. 43-112
SUBJECT TO THE IN -FLOW OF PIPE / SP00 028(�QU�1 / J p \ s I / 00 / / ' SHARD R. WOOD, JR. LLLO
I // D.B. 1453 P. 367
STORMWATER RUN-OFF. (' 1 J ��� BENCHMARK x / R i = 543. F ROPQSED / s /� _/I D.B. 1488 P. 698 PLAT
7. FULL FRONTAGE IMPROVEMENTS ?� I j �ti PK IL IN BASE / h 2C WAER� / NSsroa'2e"w ' a
AS REQUIRED BY V. D.O. T. SHALL BENCHMAR / / J x OF W 551.75 i 5 x gPROPO ED s M R / + a� 40.23• ' ZONED R-6
" PK NAIL IN�EL. P LE / % 1� �SO �� FF' g 3�Y75 SEif� '� HYDRANT
BE INSTALLED. Q J /// UCH ING
8. THE SI ?E SHALL BE DEVELOPED" ! 583.45 / ��, �' % pp3EMEE n DO STI WA R
1 l x N S RVICFe 4" WATE E ! W R b
IN ACCORDANCE WITH SITE PLAN Qo j / ,� f / ( ( O 7 , ' \� �� E �`- /�6" PVC SANITARY)/ 'ME ER a IjW u�i
1 I�..4, PVC
/N O I
DATED MAY 12, 2000; REVISED rN61'42'57"W / �' �., 538.04` j_ 5 TO CODE I E PH N u
JUNE 12, 2000. ! bw
3 9.60' p N t 520 �PE SAL Iq 3
( J j �XI 6., SAN. + N , / o z
,. (•� ,�..�. ,y ip "O'Cil t J .. \� •11 '� O ROP05E A,PPROX. INV..= 2 `'�o DI ' io N PLANET FUNGI, L. L. C.
l n0 % _J/ T i7 �' g��N7 0 / RADIUS=25183
/ o ~ P PIKS F.F. = 530.17 f O $ k° D.B. 1667 P. 698
l l i ✓ n 1 1 t CG- / BIOF L ER / - I D.B. lase P. ssa PLAT
� C ` � R P 1 „ N W I f �+ ZONED c-1
EE �/ e°A +00 o MP o 1s ° cGNrR E t I
S.P.C.A.
CO ERVATJ BN 1 k3 ` O 4 o R / \ TATION p N7ERUNE of
L 1 PL
j AREA /,r' F F' 5 i N k$ �po f N q RADIUS=25' FUN ENTRq� N7
T.M. 45-87 / o`b / / ' EMARLE S.P. I
/ f y4LB S.P.Q.A.
/ COMMONWEALTH OF VIRGINIA i/// r_ / / �50/ D.B. '1427, �0'�
ANDARD COVER AND FRAME VDOT RIGHT OF WAY DIVISION I / y- / i b0 _ D.B. 1488, P. 698 PLA O' OPOSED D P 3 3 ° d , ` STA 17+40 LT CONCRETE I
��.�R� �M DI -26 GUTTER
D.B. 1753 P. 543 I 7 �- / 96573 ACRES _ _�1 1p'X10' APPROACH P D gym• BIDpfr(EN {oN _ I
D.B. 1420 P. 722 PLAT , , { ! - �/ L8" fF ICK CONC� _ I i OTI 6y°' ARen o� I H=4.30 NEW 5'
ZONED R-6 /' p 0 S o / ET / P� 3 SIDEWALK
STANDARD VDOT PRECAST / -.._. __.._ y/ �-,.r �• D �O TOP=5 5.88
( ) / OVERFL�tlP`r ! j I i ,%� i,, �` S PR PSER _--" _ '' / k �o�c� y I INV=505.88
MANHOLE MH -1 �� / �.. / / / �-)'" ..N
6 FOOT DIAMETER MANHOLE TOP=98.03 (' ✓u� '� j / / - F 530 0„X1 RAU Fi(�H P S R R�E�SfB 20' p OQ yO/
�✓ � ( / ROO �/ s ICK CON T�EAT�D N FENCE DCCINS SEME-Nl r NMORIN) SDP \ O Q I I
20'p ARKING SETBACK Atop k HD STUBBED �BUUFF.FER" LINE AROr- D ENTf�-PR P�; Y c
r � �J�,l`. WN o>F ATE I T N 45" I' {Z 'j R=5755.5D
48" RCP - - OF RK7 ASN '/ O i� L=484.01
STORM ORIFICE=9" N62'3415' W 371.56 i 583.1 N61'04 44
/ o A o T.M. 45-109 I I
206. 'WATERLINE E EMEM o I
D.B.(f4227 P.613 P,CAT RIO ASSOCIATES
D.B 148�/P.698/PLAT N6 3$' �J' p II LIMITED PARTNERSHIP I I
/ III D.B. 996 P. 135
15" RCP VDOT PARCEL / ! j p� 5�0 EXITING '26.1 ' /1 0 0 D.B. 996 P. 138 PLAT
311 z
INV=517.0 3.80% / / / 54 / �1 �/AXSTEEMLI T 22• / I o Ty ZONED C-1 I I
15" PVC TEE / ( EUGENE ABA ERSON/r r - s � may/° _ � ` Y / / p; g'1 pL = � (r� o FULL FRONTAGE
D.B. 1105 P. 198 _ -_ - IMPROVEMENT
oo _ N DETAIL JOB NUMBER
DETENTION MANHOLE DETAIL / ZONED R-6 C�L3✓ h + I
N.T.S. 1"=50' 00-019-00
PROPOSED SANITARY SEWER TIE-IN DETAIL NOTES: 18) THE EXISTING STRUCTURES WILL BE DEMOLISHED.= EXISTING
+� I
1) DI = DROP .INLET 19) THE INCINERATOR IS E.P.A. APPROVED AND WILL BE �/WATERLINE
2) MH = MANHOLE INSTALLED WITHIN THE BUILDING IN A CONCEALED LOCATION.-- f
3) CO = CLEAN OUT 20) THE FENCED YARD IS FOR DOMESTIC ANIMALS. 1a=OUTDOOR LIGHTING POSITION EXISTING 0 ( IJ DWG. NAME
3 4) TEL = TELEPHONE LINE 21) THE PAVING MATERIALS FOR THE SIDEWALKS WILL BE WATERLINE + of
C-4 CONCRETE. EASEMENT iv
5) SBL =BUILDING SETBACK LINE LOT 3 D B 1429 019SP4.DWG
N 22) THE COURTYARD WILL CONSIST OF CONCRETE WALKS AND tI
N 6) ALL PARKING SPACES ARE 9 X 18 (TYPICAL) T.M. 45-109C2 P.208 PLAT
GRASS SEPARATIONS.
) = INDICATES SLOPES GREATER THAN 25% L. L. C. LOUPE
Z I D.B. 1710 P, 499 PROPOSED 1
i3
y w v ZONED C-1 SEWER
D.B. 1710 P. 501 PLAT SANITARY
p�
o LOT 1 v z o - EASEMENT 71 > I
° T.M. 45-109C1 0 � T.M. 45-109C1 = 2T 8) THE ALBEMARLE S.P.C.A. QUALIFIES AS AN OPERATOR ALBEMARLE COUNTY ENGINEERING
L,LC._GIJAAY ��o L.L.C. GILRAY R of A PET CEMETARY. GENERAL CONSTRUCTION NOTES FOR SITE PLANS � " I 61
I2 B. 1600 P. 461 oa D.B. 1600 P. 461 �_� 9) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION PROPOSED I
OF THE CODE.
_I -D. B_ 1600.2 X59 PLAT = D.B. 1600 P. 459 PLAT 10) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO SANITAV
OF THE CODE. ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF SEW R FORCE
R=50.00 XjjN�IT TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS MATCHLINE N61'02'31"W M + ��� ✓/may
SgNITY 11) THE PET CEMETARY WILL REMAIN AS IS. (UNDISTURBED) OF T'HE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. MATCH TO INSET %
L=80.58 EE
JS W 12) THE NEW BUILDING WILL INCORPORATE AN E.P.A. 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT LOT 2 1TdP 45-109C1 215.37 t�
SENT z PROPOSED 3 APPROVED INCINERATOR. SPECIFICATIbNS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED
0,N SANITARY n 13) THE SHEDS AND PROPANE TANK ARE ACCESSORY 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED c Rkl
S° o SEWER a v STRUCTURES AND WILL BE PLACED WITHIN EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHERci
EXISTING \ a EASEMENT N THE APPROPRIATE SETBACK LINES. CONSTRUCTION. APPROVAL BLOCK ,�;✓ JP
SANITARY z 14) THE NEW ENTRANCE FOR THE S.P.C.A. FACILITY IS 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM m PD's \
SEWER ZE ALIGNED WITH THE CENTERLINE OF PLANET FUN ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF ALBEMARLE COUNTY SERVICE AUTHORITY DATE S I
z DIRECTLY ACROSS BERKMAR DRIVE. 3:1 OR BETTER ARE TO BE ACHIEVED.
\ Jx ) DEPARTMENT OF ENGINEERING DATE
15 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE �
2 2 A FULLWHICH EMITS CUTOFF LOUMWAIRE ORR MORE ATIAL LUMENS SHALL BE DECORATIVE LUMINAIRE NECESSARY NEMARLE OUNTY ORDERITOCTOR OF STABIILIZENAINEERING, OR THE DRAINAGE CHANNEL.RECTOR=S DESIGNEE, IT IS DEEMED PLANNING AND COMMUNITY DEVELOPMENT DATE '�, `rC�(?3 (O
832' WITH FULL CUTOFF OPTICS. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC EPARTMENT OF ZONING DATE C C6
23'
45'' \
W -% 532. 16) THE SPILLOVER OF LIGHTING FROM PARKING AREA CONTROL DEVICES.
106.62' P 2.345 W r T LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN I R� ��0+
$8."v0' --` "`` - UFLE:,C OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCE,' CO,NCRE?EE PIPE - CLASS III. FIRE OFFICER __�_ __, 'ATE ,„,,; 6_
EXISTING RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS -�- ` _hGE
WATERLINE EXISTING � 83223'45 W SHALL NOT EXCEED 1/2 FOOT CANDLE. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 1177 Y
EASEMENT WATERLINE N512.00' W 118.07 / 17) THE BUILDING WILL BE SOUNDPROOFED AND THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BUILDING OFFICIAL DATE
45' AIR-CONDITIONED. OF
BEND r
560
[l:
550
r
.540
52+
51,
DATUMECFV
490, 00
----
DATE
THE CLEAR FLOW C O
P. O, BOX 1467
1321 NORTH DELPHINE AVENUE
WAYNESBORO, VIRGINIA 22980
t°� 949 -39
DATE
DRAWN STEVEN L. GORDON
DATE
GALVANIZED
CHECKED CRAIG A, SHREWSBt7RY
APPROVE _
FIRE OFFICER
REVISIONS _-
DATE
DISKETTE NAML;_WW
a
-- GUIDE RAILS
w ALARM''
- — - I
000
45' BEND
±STA. 14+16„3 PRESSURE
-I
90" EMEND
Cy
LAG
±STA, 12+64,&
acq
w/
18'" MIN.
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±STA. 15+35,' 3
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STA. 10+16, 4
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22,5" BEND
R,C.P.
�
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NV,
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1N=510.00
NV.
UUT=579.80
'06 'tea
±STA. 11+67.41
61 011
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7' 2
�v SECTION
101,
0a
7"-15" R.C.P.
TO BE ASSEMBLED BY THE CONTRACTOR
2, HEAVIEST LIFT APPROXIMATELY 18,000 LBS.
6 Tb
3. CONTROL PANEL SHIPPED LOOSE FOR ON-SITE
INSTALLATION AND ELECTRICAL HOOK --UP BY OTHERS
ti
ASSEMBLY
18' LN,
DATUM ELA
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-
it
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STA. 13+89,62
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DI#1 TO ES - 9 PROFILE
HORIZONTAL SCALE: 1'"-=40'
VERTICAL SCALE: 1"=10'
5,000 PSI
RFINFORCED
CONCRETE
3" SC H€ 80 J
PVC OUT-` jjj 1
PUMPS WILL HAVE BRAKE HORSEPOWER
OF B H P. EACH AND OPERATE: AT MINIMUM
EFFICIENCY 17,4.
BLOCKOUT
OR INFLUENT
3°" BRONZE-'`
GATE VALVE DUPLE, X
W/EXTENSION h GRINDER
HANDLE / PUMPS
°° GALV, VENT PLAN VIEW
W/SCREENED
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30" x 48" ALUMINUM
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cq
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NEMA 4X 4
J --BOX
r
DESIGN 6 Diameter7/elseTTTT�
DATE
THE CLEAR FLOW C O
P. O, BOX 1467
1321 NORTH DELPHINE AVENUE
WAYNESBORO, VIRGINIA 22980
t°� 949 -39
DATE
DRAWN STEVEN L. GORDON
DATE
GALVANIZED
CHECKED CRAIG A, SHREWSBt7RY
APPROVE _
FIRE OFFICER
REVISIONS _-
DATE
DISKETTE NAML;_WW
a
-- GUIDE RAILS
w ALARM''
- — - I
* PRINTOUT NOT TO ANY SCALE; �
45' BEND
±STA. 14+16„3 PRESSURE
-I
90" EMEND
Cy
LAG
±STA, 12+64,&
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18'" MIN.
+
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±STA. 15+35,' 3
0 K,J
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PROPOSED ±STA, 10+87,3
Z
rn
LEAD
RY SEWER 'IV,
i P
METER
STA. 10+16, 4
{{0
z
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_
rn cc
a r" �
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0 530
65 4-cn
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15" R.C,P.
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±STA. 16+44,7
45" R.C.P,
STORM SEWER
a
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STORM SEWER
E
—SLIDE -AWAY
�, C
n
COUPLING W/2"
STA. 11+20,80
22,5" BEND
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1N=510.00
NV.
UUT=579.80
X2.30
'06 'tea
±STA. 11+67.41
61 011
u7 If
7' 2
�v SECTION
VIEW
yx?^
1, CLEAR FLOW PUMP STATION SHIPPED IN SECTIONS
TO BE ASSEMBLED BY THE CONTRACTOR
2, HEAVIEST LIFT APPROXIMATELY 18,000 LBS.
6 Tb
3. CONTROL PANEL SHIPPED LOOSE FOR ON-SITE
INSTALLATION AND ELECTRICAL HOOK --UP BY OTHERS
DESIGN 6 Diameter7/elseTTTT�
DATE
THE CLEAR FLOW C O
P. O, BOX 1467
1321 NORTH DELPHINE AVENUE
WAYNESBORO, VIRGINIA 22980
t°� 949 -39
DATE
DRAWN STEVEN L. GORDON
DATE
DIAMETER
GRINDER
PUMP STATION W
INTEGRAL VALVES
CHECKED CRAIG A, SHREWSBt7RY
APPROVE _
FIRE OFFICER
REVISIONS _-
DATE
DISKETTE NAML;_WW
a
540
._,
- — - I
* PRINTOUT NOT TO ANY SCALE; �
55
560
54
550
530 r
540
r
.. 520
1`30
F
5T0
520 /
STA, 10+08„'r9
WADTERLI�NE 52
DATUM ELEV
510 500, 00
n
i
500 10+00 11+00 12.+0012+17.97
STORM SEWER SECTION
jqA _II EEV DI 10 _TO CON"14 . PROFILE
490.00
HORIZONTAL SCALE:: 1"=40'
VERTICAL SCALE: 1"='10'
In
DATE
DEPARTMENT OF ENGINEERING
DATE
PLANNING AND COMMUNITY DEVELOPMENT
DATE
DEPARTMENT OF ZONING
DATE
FIRE OFFICER
DATE
BUILDING OFFICIAL
DATE
a
540
GRADE y
\\
45' BEND
±STA. 14+16„3 PRESSURE
90` BEND
90" EMEND
�g
ra
±STA, 12+64,&
acq
w/
18'" MIN.
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±STA. 15+35,' 3
0 K,J
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Z
J ICS .- o-
U)
RY SEWER 'IV,
i P
METER
STA. 10+16, 4
py
z
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0 530
65 4-cn
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15” R.C.P.
90" BEND
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STA. 10+40.49
r
STA, 12+16,67
15" R.C,P.
(n z cn
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< �
STORM SEWER
±STA. 16+44,7
45" R.C.P,
STORM SEWER
a
STORM SEWER
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n
1
STA. 11+20,80
22,5" BEND
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X2.30
'06 'tea
±STA. 11+67.41
EXISTING
u7 If
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25,00'-15" R,C
P,
6 Tb
ySR
ASSEMBLY
18' LN,
DATUM ELA
a z
y
500: 00
"- 1C
On Kr
q *-
00
16+00 17+00 17+21,26
.............� .._.,�-� ,•: 44" MIN,
6
MIN. }.. --•., 17.5'—
•,.--..( MON a
(22,5” FOR COMPOUND METER)
s
60" -
18999 (22,5" FOR COMPOUND METER)
�I)N. �•,
37" MOC
12"Ml4 WINGNUT LOCKING
^� ASSEMBLY
`D
BYPASS
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -RN --PLACE VAULT'S SHALL BE 4",
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY SLOCK ,SHALL BE 8'1,
3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND,
NTS
FIG, W -'7C
S"�.�rrtt. 'gp'A'I"�Ii ;�ww1s2 CONitt1°tpNS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF
WORK,
2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON
HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY,
1 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICA'T'IONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUT'HORIT^C ON JAN,15, '19"'38,
4. DATUM FOR :ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5, THE CONTRACTOR SHALL. BE RESPONSIBLE FOR NO31r"Y,NG "MISS UTILITY„
6, ALL. WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT, OF COVER
MEASURED FROM THE 'TOP OF PIPE, OVER THE CENTERLINE OF PIPE:', THIS
INCLUDES ALL. FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC.
7, ALL WATER AND NEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSOE DITCHES.
8. VALVES ON DEADEND LINES SHALL.. BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE,
550
54C
530
8"X30" 520
TAPPING
SLEEVE
AND VALVE
5101DATUM &RIF
560
550
540
2" COPPER
PIPE
530
52C
4L4_7iJdi;_EI
490.00
REVISIONS DATE
)UNE 6, 2000 MAY 12, 2000
JUNE 12, 2000
FEBRUARY 9, 2001
APRIL 25, 2D01
MAY 10, 20101
APPROVALBLOCK
ALBEMARLE COUNTY SERVICE AUTHORITY
DATE
DEPARTMENT OF ENGINEERING
DATE
PLANNING AND COMMUNITY DEVELOPMENT
DATE
DEPARTMENT OF ZONING
DATE
FIRE OFFICER
DATE
BUILDING OFFICIAL
DATE
10+00 11+00 12-x00 13+00
POT"APTP WA`T'T-t�!P T.TNTP PPOFTT.F"
10+00 11+00 12+00 13+00 13+46,00
PUMP STATION TO
EXISTING MANHOLE PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE. 1"=10'
550
5�0
a,'A, 10+05,12 'g tNV OUT='5'117.5'9
8' D.L CLASS 5? -
WATERLINE °�.-25.00'-15' R,C,P.
DATUA( ,ECFV 01.60%
500 ,CYO _ _
004 �ro
06
a sI4
u1 � -
10+00 10+29.00
STORM SEWER SECTION
DI#13A TO DI#13 PROFILE
HORIZONTAL SCALE: 1"=40'
vERTICAL SCALE: 1"'=10'
550
540
" M
+H
V
n
530 m ¢ z
1 no '40
ctS+ 1' 0x40 tie0
a� n zg
�a520
510
In
00
DATUM F,LEY >
500 00
SjA. 1d+09.36 _ C 28.88`--15" R. .P.
8"DJ. CLASS 52 c rn 4 3,46%
WATERLINE a V,I
10
In
10+00 10+32,88
STORM SEWER SECTION
DI1 `'A TO DI#1 2 PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=10'
EXISTING 0' BEND
EXISTING
500 00
GRADE STA. 10+51.2
90" SEI D
I
FINISHED
a
90" BEND GRADE
STA, 11+48.6
GRADE y
\\
45' BEND
±STA. 14+16„3 PRESSURE
90` BEND
90" EMEND
.16+88,7,
±STA, 12+64,&
w/
18'" MIN.
±STA. 13+83,8
r
±STA. 15+35,' 3
Vld �.
PROPOSED ±STA, 10+87,3
F
/
METERTER &° P.V.C. SANT
RY SEWER 'IV,
rv..
METER
STA. 10+16, 4
VALVE
±STA. 14+44.1D�
!P
GATE VALVE
STA. 12+93,41
2" CORPORA'1 COCK
;STA, 10+00,00
MATCH TO FIR INE
STA, 13-F 89,62
rw
wig
C>
STA. 15+52,37
10+00 11+00 12-x00 13+00
POT"APTP WA`T'T-t�!P T.TNTP PPOFTT.F"
10+00 11+00 12+00 13+00 13+46,00
PUMP STATION TO
EXISTING MANHOLE PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE. 1"=10'
550
5�0
a,'A, 10+05,12 'g tNV OUT='5'117.5'9
8' D.L CLASS 5? -
WATERLINE °�.-25.00'-15' R,C,P.
DATUA( ,ECFV 01.60%
500 ,CYO _ _
004 �ro
06
a sI4
u1 � -
10+00 10+29.00
STORM SEWER SECTION
DI#13A TO DI#13 PROFILE
HORIZONTAL SCALE: 1"=40'
vERTICAL SCALE: 1"'=10'
550
540
" M
+H
V
n
530 m ¢ z
1 no '40
ctS+ 1' 0x40 tie0
a� n zg
�a520
510
In
00
DATUM F,LEY >
500 00
SjA. 1d+09.36 _ C 28.88`--15" R. .P.
8"DJ. CLASS 52 c rn 4 3,46%
WATERLINE a V,I
10
In
10+00 10+32,88
STORM SEWER SECTION
DI1 `'A TO DI#1 2 PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=10'
10+00 11+00 12+00
13+00 14+00 15+00
F I FELINE PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1°'=10'
55`)
i
ca
L 7 :�40
rrs
a+
2a2
5
Mtna
530
we
510
DATOM ELEV
500 00
h
10
16+00 I6+81.55
SCALE
1 "=40'
w XWT 0
5649tlF.q ,y >
tilaYAy, FX�a'i
EXISTING
500 00
90" SEI D
GATE
VALVE
a>01
GRADE y
\\
45' BEND
±STA. 14+16„3 PRESSURE
90` BEND
tS'C
.16+88,7,
w/
±STA. 13+83,8
RELEASE
±STA. 15+35,' 3
rv..
VALVE
±STA. 14+44.1D�
rw
C>
STA. 15+52,37
FINISHED
M
15” R.C.P.
90" BEND
STA. 10+40.49
r
STA, 12+16,67
15" R.C,P.
GRADE
_
STORM SEWER
±STA. 16+44,7
45" R.C.P,
STORM SEWER
a
STORM SEWER
E
_
n
STA. 11+20,80
22,5" BEND
�
8'X6" TEE AND
TV' R.C.P,
STORM SEWER
±STA. 11+67.41
FIRE HYDRANT
ySR
ASSEMBLY
18' LN,
13+99.88
±STA, 13+98.8
STA, 10+97,5
±STA, 14+79,5
18' MIN.
2" CORPORAT9
COCK
6'° P.V.C. SAM
RY SEWER
STA. 13+89,62
y
MATCH TO POT
BLE WATER LINE
LO -
STA, 10+00.00
18" MIN,
18" N.
GATE VALVE
±STA. 70+05.8
_,_,...,,
_ «r
cv
o
a
n
m
r r
w
0 00
? "?
n ry
to
rn 1'`
r. a
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N'N
o
up
.AM
`�'MMMM
m rn
rpp
as
gp
M
u�4^"NN
tX} tt)
+f7
r4
u7.
10,0
10 aCt
In "� u)
Vi �'T
tai u)
tf7 u?
10+00 11+00 12+00
13+00 14+00 15+00
F I FELINE PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1°'=10'
55`)
i
ca
L 7 :�40
rrs
a+
2a2
5
Mtna
530
we
510
DATOM ELEV
500 00
h
10
16+00 I6+81.55
SCALE
1 "=40'
w XWT 0
5649tlF.q ,y >
tilaYAy, FX�a'i
500 00
a>01
u10
w/
10+00 11+00 12+00
13+00 14+00 15+00
F I FELINE PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1°'=10'
55`)
i
ca
L 7 :�40
rrs
a+
2a2
5
Mtna
530
we
510
DATOM ELEV
500 00
h
10
16+00 I6+81.55
SCALE
1 "=40'
w XWT 0
5649tlF.q ,y >
tilaYAy, FX�a'i
i
p��y�/� ...... tom! .�
Viw \Y I�AFlIf�
PUMPSTA.DWG
w/
rw
•
f
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fr
E
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PUMPSTA.DWG
12"
9 1 '- 1, REVISIONS
-1, OR OF WALL ELFV,=540,0 JUNE 6, 2
BtkATION JUNE 12 , 2000000
FEBRUARY 9, 2001
i, PROJECT NAME: CHARLOTTESVILLE ALBEMARLE S,P,Ck CO -6 APRIL 30, 2001
SITE PLAN BERKMAR DRIVE EXISTING COMBINATION 12' MAGNETIC MAY 10, 2001
GROUND 6" CURB MERIDIAN
2, OWNER OF LAND: ALBEMARLE S.P.C.A AND STUARD R. WOOD, JR, AND GUTTER 24' 'TO 6o,
SUACE CO
AND MARGARET E. VYCX')D > #4 0 12" 4" SIDEWALK TYPICAL) 1 1RF/2' - 9.5
URSE
P.O. BOX 7047 1 A 30,-0, 0 20 40 So
CHARLOTTESVILLE, VA 22906 165#/5.Y. 5M' 2A SURFACE SLOPE TO 1 /4",
PHONE (804) 973-4000 #8 AGGR, ,-16' SM --25,0 CG -6 1/4'�l' SLOPE 1�_�!_A_TCH GRADING PIAN Z TYPICAL 5' CONCRETE SIDEWALK
3, APPLICANT: THE ALBEMARLE SOCIETY FOR THE PREVENTION WITH 2" MIN, STONE BASE(TYPE 21-A)
OF CRUELTY TO ANIMALS, INC.UD-4-,
'. I % . �,l . ll� , l I , , �4
4" OR 6' 5- #218 5'-0' 6X6 WELDED WIRE MESH
-4
ATTN: DANIEL J. MEADOR, JR, ATTORNEY
#78 OR #8
�� �. �, F`�_671
BRICK FACE TO AGGR. SUB --BASE MEMO=
433 PARK STREET
CHARLOTTESVILLE, VA 22902
AGGREGATE
MIN. GRADE--
MATCH BUILDING WITH COVERED
PRIME COAT% SUBGRADE=CBR MIN, 10(95% COMPACTION)
PHONE: (804) 293-1200
SRO
COMPACTED 6" AGG, BASE(TYPE 21A)
FAk (804) 293-2135
j2"G4" SUB -GRADE
--#4 0 12" loTIXT! E MIN. CBR=10
4. CONTACT PERSOW KURT M. GLOECKNER, P.E., P.L.S,
iQ
WEEP HOLE WITH 4*X4"
RAIN
ABRIC
GLOECKNER ENGINEERING & SURVEYING, INC.
2246 IVY ROAD, SUITE 5 .1
PLASTIC HARDWARE
BERKMAR DRIVE IMPROVEMENTS TYPICAL PARKING LOT & ACCESS RgAp� Dj��SE�CTION_
CHARLOTTESVILLE, VIRGINIA 22903 0)
PHONE: (804) 971-1591
CLOTH 1/4- MESH
OR GALVANIZED STEEL
'MRE MIN WIRE DIA
_(�,P.C.A.
TMC& CROSS—SMON N,T.&
FAX: (804) 293-7612 0.03 1 INCH, NUMBER 1 4
5, BOUNDARY LEGAL, DESCRIPTION AND TOPOGRAPHIC INFORMATION BY: MESH HARDWARE CLOTH SITE MAP
ROUDABUSH GALE & ASSOCIATES, INC ANCHORED FIRMLY TO SCALE: 1"=2000'
914 MONTICELLO ROAD, CHARLOTTESVILLE, VA OUTSIDE OF STRUCTURE.-
FIELD SURVEY AUG. 5, 1996 V=WATER LEVEL
TOPO AUG. 30 & SEPT, 3, 1996 2" PVC WEEP HOLE 4'* SIDEWALK V PONDING STA 22+15.31 LT E
6, BENCHMARK INFORMATION: SM #331 PK NAIL IN PINE TREE 0 PET CEMETERY - 50,85 0 6'-0" O'Cl DI -7A WITH PLUM
SOD SOD 2'-3" MULCH CONNECTION.
BM #715 PK NAIL IN TEL, POLE OFF WOODBURN ROAD - 583,45 12" POROUS BACKFILL ___. - i,.,- z H H-2�25 100' STA�QKING L
0100ibs./cu,ft. W=15 0' DEB AND 100 TAPERLANEBM #516 PK NAIL IN WALNUT SOUTH OF HOUSE - 551.75 lOP=51&97 0
J-1 HARDWOOD +
THESE ARE TIED TO THE BERKMAR PLANS. (U.S.G,S. DATUM) S RED INV=513.72
% . . . . . . I.,
2 1/
2'--3' CONCRETE
7, MAGISTERIAL DISTRICT, RIO STEEL
HEEL: #5 0 7'----,,
8, LEGAL INFORMATION: TAX MAP 45, PARCEL 86 DEPTH=4.0, FILTER 50% SAND TIM, 45-112F GUTTER
I STA 22+00
DEED BOOK 1427, PAGE 610 �7 �7 FABRIC 20% LEAF MULCH STUARD R. WOOD, JR, DI -2B
DEED BOOK 1488, PAGE 698 PLAT A 7 GRAVEL" 30% TOP SOIL D.B• 1454 P. 420 PLAT ,_W L=4
ZONED R-6 CP 0%
P,O, BOX 7047 6' PERFORATED 1/2- TO I" H=4.30
CHARLOTTESVILLE, VIRGINIA 22906 #4 0 12Az____ TOP=515.78
ry NOTE: PVC WRAPPED GRAVEL
THIS PROPERTY IS LOCATED ON THE WEST SIDE STEELIN FILTER FABRIC UNDER PIPE
OF BERKMAR DRIVE, NORTH OF WOODBROOK DRIVE W-95.0'
AND WOODBROOK COURT, ACROSS FROM PLANET FUN, TOE:# 5 0 8 —1T,M, 45-112
STUARD R. WOOD, JR.
9. ZONING: THIS PROPERTY IS ZONED R-6
/D.B. 1453 P, 367
PROPOSED REZONING TO C-1 (PROFILE SECTION) (TYPICAL SECTION)
D,8� 1488 P. 698 PLAT
NUMBER OF ACRES TO BE REZONED=&88 �1\15 048� 1
BIO—FILTER DE N 012 , I
56*04'2B�W i ZONED R-6
IQ MINIMUM BUILDING SETBACKS FOR AREAS ZONED C -t N.T.S. —191*21 44'-15'1
30' FROM FUDUC RIGHT-OF-WAYS T.M, 45-84A RCf *?,82
50' FROM ADJACENT RESIDENTIAL PROPERTIES
(SETBACKS AS SHOWN HEREON ARE FOR AN AREA ZONED C-1) COMMONWEALTH OF VIRGINIA 0
VDOT RIGHT OF WAY SECTION ON E VLO-Ni- 'o
11, PRESENT USE: ANIMAL SHELTER
B� 1887 P. 424 M
12, PROPOSED USE: ANIMAL SHELTER WITH NECESSARY OFFICES. 61 51 11 NED R-6 50,
T.M. 45-112G
_011 4-
13. THE SITE IS NOT W17HIN A DRINKING WATER RESERVOIR WATERSHED. PLANET FUN 11 L� L� Q
13, THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE, Ile < L
0 B. 1667 P� 183
14, PROPOSED PARKING: 46 REGULAR SPACES REQUIRED PARKING:
NO STANDARD PARKING 23 D,B, 1488 P, 698 PLAT
3 HANDICAPPED SPACES REQUIREMENTS FOR ANIMAL SHELTERS/,\ 1 0' HEIGHT)
49 TOTAL SITE RETAINING WALL '10' TO
ZONED C-1
1
PROVIDED SPACES ARE ADEQUATE
16. ABUTTING PROPERTIES: TAX MAP 45, PARCEL 87 /D.A.,, ITT,"" 8'X30" TAPPING SLEEVE
DEED BOOK 1753, PAGE 543 REINFORCED CONCRETE—BRICK CE N65'04'55'w,/ -AND VALVE
DEED BOOK 1420, PAGE 722 PLAT 17743
qENTERLINE 0,
'L,�NET
FUN
COMMONWEALTH OF VIRGINIA NILS.
VDOT RIGHT OF WAY DIVISION
If ANCE
1601 ORANGE ROAD H ED
CULPEPER VA 22701-3819
P
17. PLAN PREPARED BY KURT M, GLOECKNER, P,E. & Pl.&✓ 'CV INCKA LIE 0
I& k66 ACRES OPEN SPACE (79,257) f `CONN.of 4
T,M. 45-84 D.A. O� STA 20+{10.31 LT
19. 1,217 ACRES IMPERVIOUS AREA (20,757)
COMMONWEALTH OF VIRGINIA DI -7A WITH
20, 17,461 $Q� FT. BUILDING z�l FLUME CONNECTION
VDOT RIGHT OF WAY DIVISION
1 CO'NCRt It'\ H=2,25 MOVE EXISTING DI -28 TO �E�
21. MAXIMUM NUMBER EMPLOYEES 15 D.R 1821 P, 605 �STARY� ,
CE R', TOP=51216 CURB POSITION. EXTEND EXISTING
22. MAXIMUM HEIGHT STRUCTURE 35 FT� ZONED R-6 T INV=509,91 TO CONNECT TO NEW
23, HEIGHT OF STRUCTURE AT MAIN ENTRANCE 21' Yl- ST DT -2B LOCATION. MOVE EXISTING
2,L B.M,P= 2.5% OF 53,024 S,F. = 1326 S.F, III STA 19+85 LT DI --7A BACK 120' AND EXTEND
DEPTH TO MAINTAIN THE EXISTING
USE 15X9O'--,350 S.F. ,BENC EA I 4� 8 INVERT ELEVATION. ALSO RELOCATE
Rk ti
-760 P�6
-7,7"- t T TOP=511,96 15' R,C.R TO CONNECT THE DI -7A
PIPE AND THE RELOCATED DI -2B.
AC RE
1. THE PROPOSED USE OF THE SITE, SHALL N07 ACCOMODATE THE
SEASONAL 'RUMMAGE SALE" OR ANY OTHER FUNDRAISING ACTIVITIES R=5755 c
WITHOUT AME14DMENT TO THIS SPECIAL USE PERMIT, OR
BY THE DEPARTMENT OF✓ .01
APPROPRIATE PERMITTING
P_ I __7
BUILDING CODES AND ZONING SERVICES,
96
EXISTING 30"
CEMEN T,
2, ANIMALS SHALL BE CONFINED IN AN ENCLOSED
WATER LINE
FROM 10:00 P.M. TO 6:00 A.M.
BUILDING
1 USES SHALL BE LIMITED TO AN ANIMAL SHELTER A OF,100, iTAIlANP"WLNE
ra Ar IDO ANE
A VETERINARY HOSPITAL, WTH ASSOCIATED OFFICES ONLY.
4. THE EXTERIOR WALLS OF ANY
C(
WATER CONCRETE
�T V,
S
WHICH FACE A PROPERTY LINE TH/ TR E METER GUTTER
OF FIR
CONSERVAT[ON
THAN 15.0' AWAY MUST BE E A T ED
CONSTRUCTION,
5� A BACKFLOW PREVEN7`10N DEVICE BE CG -12. STA 18+07 LT
AREA DI --2C
R CE A, L=4,
REQUIRED ON THE DOMESTIC WATER SERVICE HOUSE
LINE, BEND
T, H=4,30
0.5�1,�ACIRE, RESWE I , TOP=509�85
1 __x J✓2" CQ9PORATl'ON COOK TM, 45-112
REMAIN R-8 _x 043,
6. NO FLOOR DRAINS WILL. BE CONNECTED TI T��T IS NOT PART OF 4 PC J9% NV=505�55 STUARD R. WD= JR�
TO THE PUBLIC SEWER M41CH WILL BE
'T TO THE IN SPOO, 022/REQUr. 151 D 8, 1453 P, 387
4� 543,5
-FLOW OF
SU8JrC _��,� BENCHMARK F Op� ED D.B.4e8 P, 698 PLAT
STORMWATER RUN-OFF, A zpy
Qa �)PK` IN BA.' 40`x'ZONED R-6
�p -V U� w wl PROP
7
7. FULL FRONTAGE IMPROVEMENTS W%l 75
AS REQUIRED BY VD.O.T, SHALL BENCHMARK, TO HYDRANT
BE INSTALLED, 11 1 PK NAIL �Tm 1_\
i58145 RVICIE, 4 P R
IN ACCORDANCE WITH SITE PLAN✓ 4 �l I 1 11
D u3
S. THE SITE SHALL BE DEVELOPE f 6" PVC SAINITAR
PVC ---SEWER'tINE
TO CODE
04 pl�
DATED MAY 12, 200Q REVISED N6114257,w . .....
JUNE 12, 2000 X,
6" s SEWER TA. 45-112G
'AF,PROX� 1 4
K_ 4') PLANET FUN P L. I. C,
Z, +
W, 0,8. 1667 P. 183
-M D.S. 1488 R 698 PLAT
RADIUS -4 -
ZONED C-1
I f
N CG_
EE ump
TATI ol VERLINE
j
ON
'x C07SERVATION IUJN" jWA cPa-tr
. ...... AREA -- 1/1;
RADIUS=25
47,
'o C
-PAIL Mj AARLE S, R U. 7.
T.M, 45-87
COMMONWEALTH OF VIRGINIA 'B, t
8, 1427 P,...61 0
STA 17+40 LT co"oRETE
STANDARD COVER AND FRAME VDOT RIGHT OF WAY DIVISION D B 1488, P. 698 PLA SED PD�UMPSTE D
�j P
GUTTER
I�15573APRES IV Ak9AtF UAOH I'
D,8, 1753 R 543 ! - _ ND W
D,B. 1420 P� 722 PLAT -ly THICK CO H=4�30 NE S'
TOP=510,18 ALK
ZONED R-6 --7F_ INV=505.88
STANDARD VOC 10
N PG� "D
7
-I.- _ �7 =7� -7
IT PRE7- "4� "/ It—D
MANHOLE (MH- i PSTER
DROSED2� g�
"77
OVERFLOW L-:,"
.0 4PNI�,q 11 -
6 FOOT DIAME'�'R MAN RAO A oo
TOP=98�03 CK CONC_TPEATED,SORdENIN. DRAINAGE AND
•"
ER_ U N E AR.,(X%fD TOiA Or f T NO _-g745" R-5755 50
so S-1
o L-48AOI
— — — — — -- O�, powmql�� SIN 'S
E TO�' N -t"I
J, ,or, Z 7-f' 6
A _ w-
VINDIS NTIRF-PROOER TY,,-,-,
ETSi, A7P40 ,7URBED BUEF
48" NOR - - -------- N6 4 44"Iff
17�4 -109
83 15'
206�40 'WATE LINE EA9EMEMt 0 RIO ASSOCIATES
DS�W P,'613 RLAT
STORM oRincE=q, N6234!15"W 371 56' T.M. 45
WATER
D,R 488,,P,6",lPLAT,' 11 LIMITED PARTNERSHIP
I N6' 3� al !�
RD VDOT PARC 1261tt 0 D,8, 996 P� 135
P c EA IN D�B, 996 P. 138 PLAT
-L ji
- EL WALRUI T 22 1 -1
ZONED C
NV= 3,80%,erZASE.M�, T
INV= X --f.M. 45488 D.B 21 r4 FULL FRONTAGE
P.2jg PLAT'
15" PVC TEE A
lZ EUGENIE A. NdtRSON,,," IMPROVEMENT
D.B. 1105 R 198
DETENTION MANHOLE QET-AL -70NED R-6 DETAIL
WTS,
EXISTING +
—IN DETAIL 18) THE EXISTING STRUCTURES WILL BE DEMOLISHED, WATERLINE
POSED SANITARY SEWER T 1) D1 DROP INLET 19) THE INCINERATOR IS E.P.A. APPROVED AND WILL BE
2) MH = MANHOLE INSTALLED WITHIN THE BUILDING IN A CONCEALED LOCATION, o
3) CO = CLEAN OUT 20) THE FENCED YARD IS FOR DOMESTIC ANIMALS. �E,-OUTOOR LIGHTING POSITION EXISTING o
4) —TEL,-- TELEPHONE LINE 21) THE PAVING MATERIALS FOR THE SIDEWALKS WILL BE WATERLINE N 6
CONCRETE. EASEMENT I/
5) SBL = BUILDING SETBACK LINE 22) THE COURTYARD WILL CONSIST OF CONCRETE WALKS AND LQL.3. 0.81429
o ly 6) ALL PARKING SPACES ARE 9 X 18 (TYPICAL) GRASS SEPARATIONS, T.M. 45-10902 P.208 PLAT
L� L� C. LOUPE
7) _7 INDICATES SLOPES GREATER THAN 25%
D,8. 1710 P. 499
PROPOSED if
D.B, 1710 P. 501 PLAT SANITARY---fj�q
SEWER
ZONED C-1
EASEMENT
LOT 1 8) THE AL
TM 45-109CI SEMARLE S.P,C.A. QUALIFIES AS AN OPERATOR ALBEMARLE COUNTY ENGINEERING
T�IYL 45-109cl 5 _T OF A PET CEMETARY.
GENEEAL CONSMUCTION MES FOR SJU PJANS
U,C, GLAAY L.L.C. GILRAY < 9) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION PROPO§
ab__'J6.9�0 P. 461 D. B, 1600 P. 461
PLAT D.E. 1600 P. 459 PLAT ECr
OF THE CODE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO $ANITA
10) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF SEWER E li
OF THE CODE. TRANSPORTATION (VDOT THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS MATCHLINE N61'02'31'W
R=50.00 XISTING
L-80.58 'SANITARY 11) THE PET CEMETARY WILL REMAIN AS IS. (UNDISTURBED) OF 'THE RE (VDOT),
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PATCH TO IN
215.37'
S 12) THE NEW BUILDING WILL INCORPORATE AN E.P.A. 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM 10 CURRENT LOT 2 TMP 45-10901 2�
ENT z PROPOSED APPROVED INCINERATOR, SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED
o) 13) THE SHEDS AND PROPANE TANK ARE ACCESSORY 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
o' SANITARY
ua g SEWER �11 16 STRUCTURES AND WILL BE PLACED WITHIN EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
- - THE APPROPRIATE SETBACK LINES, CONSTRUCTION. AeERQYAL QLOCK
EXISTING _x, c� t EASEMENT zi; " 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
z 14) THE NEW ENTRANCE FOR THE S.P.C.A. FACILITY IS
SANITARY ALIGNED WITH THE CENTERLINE OF PLANET FUN ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF ALBEMARLE COUNTY SERVICE AUTHORITY DATE
SEWER DIRECTLY ACROSS BERKMAR DRIVE. 11 OR BETTER ARE TO BE ACHIEVED, DEPARTMENT OF ENGINEERING DATE C�
4 -OD'
PERFORATED -
15) EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 5, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
WHICH EMITS 3,000 OR MORE INITIAL. LUMENS SHALL BE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED PLANNING AND COMMUNITY DEVELOPMENT---- DATE---- j 03
2' A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, I'D;
32'23' 16) WITH FULL CUTOFF OP'nCS. 6. ALL TRAFFIC CONTROL SIGNS SHALL. CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC DEPARTMENT OF ZONING
DATE
THE SPILLOVER OF LIGHTING FROM PARKING AREA 1NTRO4 DVI
106,62' JJ532*23 45 w LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 7, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -- CLASS IlL FIRE OFFICER DATE <�
EXISTING 86,00, S32*23 45 W RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS 8, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION, MUST COMPLY WI*IT' OSHA STANnARDS FOR
WATERLINE EXIST ING NS 12.04' 118.07, T SHALL HOT EXCEED 112 �00) CANDLE, THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BUILDING OFFICIAL DATE
EASEMENT WATERLINE 12.00' 17) THE BUILDING WILL BE SOUNDPROOFED AND
45',,J AIR-CONDITIONED.
BEND
DATE
MAY 12, 2000
SCALE
1 "=40'
KURT IL JOLOECWWO
5649
-TONAL
•
IS
JOB NUMBER�,
00-019-00
EleignmWA
�,12 FIR
v 4
hkl
RID
a
4
SHEET
OF
woo
SRO
FAX: (804) 293-7612 0.03 1 INCH, NUMBER 1 4
5, BOUNDARY LEGAL, DESCRIPTION AND TOPOGRAPHIC INFORMATION BY: MESH HARDWARE CLOTH SITE MAP
ROUDABUSH GALE & ASSOCIATES, INC ANCHORED FIRMLY TO SCALE: 1"=2000'
914 MONTICELLO ROAD, CHARLOTTESVILLE, VA OUTSIDE OF STRUCTURE.-
FIELD SURVEY AUG. 5, 1996 V=WATER LEVEL
TOPO AUG. 30 & SEPT, 3, 1996 2" PVC WEEP HOLE 4'* SIDEWALK V PONDING STA 22+15.31 LT E
6, BENCHMARK INFORMATION: SM #331 PK NAIL IN PINE TREE 0 PET CEMETERY - 50,85 0 6'-0" O'Cl DI -7A WITH PLUM
SOD SOD 2'-3" MULCH CONNECTION.
BM #715 PK NAIL IN TEL, POLE OFF WOODBURN ROAD - 583,45 12" POROUS BACKFILL ___. - i,.,- z H H-2�25 100' STA�QKING L
0100ibs./cu,ft. W=15 0' DEB AND 100 TAPERLANEBM #516 PK NAIL IN WALNUT SOUTH OF HOUSE - 551.75 lOP=51&97 0
J-1 HARDWOOD +
THESE ARE TIED TO THE BERKMAR PLANS. (U.S.G,S. DATUM) S RED INV=513.72
% . . . . . . I.,
2 1/
2'--3' CONCRETE
7, MAGISTERIAL DISTRICT, RIO STEEL
HEEL: #5 0 7'----,,
8, LEGAL INFORMATION: TAX MAP 45, PARCEL 86 DEPTH=4.0, FILTER 50% SAND TIM, 45-112F GUTTER
I STA 22+00
DEED BOOK 1427, PAGE 610 �7 �7 FABRIC 20% LEAF MULCH STUARD R. WOOD, JR, DI -2B
DEED BOOK 1488, PAGE 698 PLAT A 7 GRAVEL" 30% TOP SOIL D.B• 1454 P. 420 PLAT ,_W L=4
ZONED R-6 CP 0%
P,O, BOX 7047 6' PERFORATED 1/2- TO I" H=4.30
CHARLOTTESVILLE, VIRGINIA 22906 #4 0 12Az____ TOP=515.78
ry NOTE: PVC WRAPPED GRAVEL
THIS PROPERTY IS LOCATED ON THE WEST SIDE STEELIN FILTER FABRIC UNDER PIPE
OF BERKMAR DRIVE, NORTH OF WOODBROOK DRIVE W-95.0'
AND WOODBROOK COURT, ACROSS FROM PLANET FUN, TOE:# 5 0 8 —1T,M, 45-112
STUARD R. WOOD, JR.
9. ZONING: THIS PROPERTY IS ZONED R-6
/D.B. 1453 P, 367
PROPOSED REZONING TO C-1 (PROFILE SECTION) (TYPICAL SECTION)
D,8� 1488 P. 698 PLAT
NUMBER OF ACRES TO BE REZONED=&88 �1\15 048� 1
BIO—FILTER DE N 012 , I
56*04'2B�W i ZONED R-6
IQ MINIMUM BUILDING SETBACKS FOR AREAS ZONED C -t N.T.S. —191*21 44'-15'1
30' FROM FUDUC RIGHT-OF-WAYS T.M, 45-84A RCf *?,82
50' FROM ADJACENT RESIDENTIAL PROPERTIES
(SETBACKS AS SHOWN HEREON ARE FOR AN AREA ZONED C-1) COMMONWEALTH OF VIRGINIA 0
VDOT RIGHT OF WAY SECTION ON E VLO-Ni- 'o
11, PRESENT USE: ANIMAL SHELTER
B� 1887 P. 424 M
12, PROPOSED USE: ANIMAL SHELTER WITH NECESSARY OFFICES. 61 51 11 NED R-6 50,
T.M. 45-112G
_011 4-
13. THE SITE IS NOT W17HIN A DRINKING WATER RESERVOIR WATERSHED. PLANET FUN 11 L� L� Q
13, THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE, Ile < L
0 B. 1667 P� 183
14, PROPOSED PARKING: 46 REGULAR SPACES REQUIRED PARKING:
NO STANDARD PARKING 23 D,B, 1488 P, 698 PLAT
3 HANDICAPPED SPACES REQUIREMENTS FOR ANIMAL SHELTERS/,\ 1 0' HEIGHT)
49 TOTAL SITE RETAINING WALL '10' TO
ZONED C-1
1
PROVIDED SPACES ARE ADEQUATE
16. ABUTTING PROPERTIES: TAX MAP 45, PARCEL 87 /D.A.,, ITT,"" 8'X30" TAPPING SLEEVE
DEED BOOK 1753, PAGE 543 REINFORCED CONCRETE—BRICK CE N65'04'55'w,/ -AND VALVE
DEED BOOK 1420, PAGE 722 PLAT 17743
qENTERLINE 0,
'L,�NET
FUN
COMMONWEALTH OF VIRGINIA NILS.
VDOT RIGHT OF WAY DIVISION
If ANCE
1601 ORANGE ROAD H ED
CULPEPER VA 22701-3819
P
17. PLAN PREPARED BY KURT M, GLOECKNER, P,E. & Pl.&✓ 'CV INCKA LIE 0
I& k66 ACRES OPEN SPACE (79,257) f `CONN.of 4
T,M. 45-84 D.A. O� STA 20+{10.31 LT
19. 1,217 ACRES IMPERVIOUS AREA (20,757)
COMMONWEALTH OF VIRGINIA DI -7A WITH
20, 17,461 $Q� FT. BUILDING z�l FLUME CONNECTION
VDOT RIGHT OF WAY DIVISION
1 CO'NCRt It'\ H=2,25 MOVE EXISTING DI -28 TO �E�
21. MAXIMUM NUMBER EMPLOYEES 15 D.R 1821 P, 605 �STARY� ,
CE R', TOP=51216 CURB POSITION. EXTEND EXISTING
22. MAXIMUM HEIGHT STRUCTURE 35 FT� ZONED R-6 T INV=509,91 TO CONNECT TO NEW
23, HEIGHT OF STRUCTURE AT MAIN ENTRANCE 21' Yl- ST DT -2B LOCATION. MOVE EXISTING
2,L B.M,P= 2.5% OF 53,024 S,F. = 1326 S.F, III STA 19+85 LT DI --7A BACK 120' AND EXTEND
DEPTH TO MAINTAIN THE EXISTING
USE 15X9O'--,350 S.F. ,BENC EA I 4� 8 INVERT ELEVATION. ALSO RELOCATE
Rk ti
-760 P�6
-7,7"- t T TOP=511,96 15' R,C.R TO CONNECT THE DI -7A
PIPE AND THE RELOCATED DI -2B.
AC RE
1. THE PROPOSED USE OF THE SITE, SHALL N07 ACCOMODATE THE
SEASONAL 'RUMMAGE SALE" OR ANY OTHER FUNDRAISING ACTIVITIES R=5755 c
WITHOUT AME14DMENT TO THIS SPECIAL USE PERMIT, OR
BY THE DEPARTMENT OF✓ .01
APPROPRIATE PERMITTING
P_ I __7
BUILDING CODES AND ZONING SERVICES,
96
EXISTING 30"
CEMEN T,
2, ANIMALS SHALL BE CONFINED IN AN ENCLOSED
WATER LINE
FROM 10:00 P.M. TO 6:00 A.M.
BUILDING
1 USES SHALL BE LIMITED TO AN ANIMAL SHELTER A OF,100, iTAIlANP"WLNE
ra Ar IDO ANE
A VETERINARY HOSPITAL, WTH ASSOCIATED OFFICES ONLY.
4. THE EXTERIOR WALLS OF ANY
C(
WATER CONCRETE
�T V,
S
WHICH FACE A PROPERTY LINE TH/ TR E METER GUTTER
OF FIR
CONSERVAT[ON
THAN 15.0' AWAY MUST BE E A T ED
CONSTRUCTION,
5� A BACKFLOW PREVEN7`10N DEVICE BE CG -12. STA 18+07 LT
AREA DI --2C
R CE A, L=4,
REQUIRED ON THE DOMESTIC WATER SERVICE HOUSE
LINE, BEND
T, H=4,30
0.5�1,�ACIRE, RESWE I , TOP=509�85
1 __x J✓2" CQ9PORATl'ON COOK TM, 45-112
REMAIN R-8 _x 043,
6. NO FLOOR DRAINS WILL. BE CONNECTED TI T��T IS NOT PART OF 4 PC J9% NV=505�55 STUARD R. WD= JR�
TO THE PUBLIC SEWER M41CH WILL BE
'T TO THE IN SPOO, 022/REQUr. 151 D 8, 1453 P, 387
4� 543,5
-FLOW OF
SU8JrC _��,� BENCHMARK F Op� ED D.B.4e8 P, 698 PLAT
STORMWATER RUN-OFF, A zpy
Qa �)PK` IN BA.' 40`x'ZONED R-6
�p -V U� w wl PROP
7
7. FULL FRONTAGE IMPROVEMENTS W%l 75
AS REQUIRED BY VD.O.T, SHALL BENCHMARK, TO HYDRANT
BE INSTALLED, 11 1 PK NAIL �Tm 1_\
i58145 RVICIE, 4 P R
IN ACCORDANCE WITH SITE PLAN✓ 4 �l I 1 11
D u3
S. THE SITE SHALL BE DEVELOPE f 6" PVC SAINITAR
PVC ---SEWER'tINE
TO CODE
04 pl�
DATED MAY 12, 200Q REVISED N6114257,w . .....
JUNE 12, 2000 X,
6" s SEWER TA. 45-112G
'AF,PROX� 1 4
K_ 4') PLANET FUN P L. I. C,
Z, +
W, 0,8. 1667 P. 183
-M D.S. 1488 R 698 PLAT
RADIUS -4 -
ZONED C-1
I f
N CG_
EE ump
TATI ol VERLINE
j
ON
'x C07SERVATION IUJN" jWA cPa-tr
. ...... AREA -- 1/1;
RADIUS=25
47,
'o C
-PAIL Mj AARLE S, R U. 7.
T.M, 45-87
COMMONWEALTH OF VIRGINIA 'B, t
8, 1427 P,...61 0
STA 17+40 LT co"oRETE
STANDARD COVER AND FRAME VDOT RIGHT OF WAY DIVISION D B 1488, P. 698 PLA SED PD�UMPSTE D
�j P
GUTTER
I�15573APRES IV Ak9AtF UAOH I'
D,8, 1753 R 543 ! - _ ND W
D,B. 1420 P� 722 PLAT -ly THICK CO H=4�30 NE S'
TOP=510,18 ALK
ZONED R-6 --7F_ INV=505.88
STANDARD VOC 10
N PG� "D
7
-I.- _ �7 =7� -7
IT PRE7- "4� "/ It—D
MANHOLE (MH- i PSTER
DROSED2� g�
"77
OVERFLOW L-:,"
.0 4PNI�,q 11 -
6 FOOT DIAME'�'R MAN RAO A oo
TOP=98�03 CK CONC_TPEATED,SORdENIN. DRAINAGE AND
•"
ER_ U N E AR.,(X%fD TOiA Or f T NO _-g745" R-5755 50
so S-1
o L-48AOI
— — — — — -- O�, powmql�� SIN 'S
E TO�' N -t"I
J, ,or, Z 7-f' 6
A _ w-
VINDIS NTIRF-PROOER TY,,-,-,
ETSi, A7P40 ,7URBED BUEF
48" NOR - - -------- N6 4 44"Iff
17�4 -109
83 15'
206�40 'WATE LINE EA9EMEMt 0 RIO ASSOCIATES
DS�W P,'613 RLAT
STORM oRincE=q, N6234!15"W 371 56' T.M. 45
WATER
D,R 488,,P,6",lPLAT,' 11 LIMITED PARTNERSHIP
I N6' 3� al !�
RD VDOT PARC 1261tt 0 D,8, 996 P� 135
P c EA IN D�B, 996 P. 138 PLAT
-L ji
- EL WALRUI T 22 1 -1
ZONED C
NV= 3,80%,erZASE.M�, T
INV= X --f.M. 45488 D.B 21 r4 FULL FRONTAGE
P.2jg PLAT'
15" PVC TEE A
lZ EUGENIE A. NdtRSON,,," IMPROVEMENT
D.B. 1105 R 198
DETENTION MANHOLE QET-AL -70NED R-6 DETAIL
WTS,
EXISTING +
—IN DETAIL 18) THE EXISTING STRUCTURES WILL BE DEMOLISHED, WATERLINE
POSED SANITARY SEWER T 1) D1 DROP INLET 19) THE INCINERATOR IS E.P.A. APPROVED AND WILL BE
2) MH = MANHOLE INSTALLED WITHIN THE BUILDING IN A CONCEALED LOCATION, o
3) CO = CLEAN OUT 20) THE FENCED YARD IS FOR DOMESTIC ANIMALS. �E,-OUTOOR LIGHTING POSITION EXISTING o
4) —TEL,-- TELEPHONE LINE 21) THE PAVING MATERIALS FOR THE SIDEWALKS WILL BE WATERLINE N 6
CONCRETE. EASEMENT I/
5) SBL = BUILDING SETBACK LINE 22) THE COURTYARD WILL CONSIST OF CONCRETE WALKS AND LQL.3. 0.81429
o ly 6) ALL PARKING SPACES ARE 9 X 18 (TYPICAL) GRASS SEPARATIONS, T.M. 45-10902 P.208 PLAT
L� L� C. LOUPE
7) _7 INDICATES SLOPES GREATER THAN 25%
D,8. 1710 P. 499
PROPOSED if
D.B, 1710 P. 501 PLAT SANITARY---fj�q
SEWER
ZONED C-1
EASEMENT
LOT 1 8) THE AL
TM 45-109CI SEMARLE S.P,C.A. QUALIFIES AS AN OPERATOR ALBEMARLE COUNTY ENGINEERING
T�IYL 45-109cl 5 _T OF A PET CEMETARY.
GENEEAL CONSMUCTION MES FOR SJU PJANS
U,C, GLAAY L.L.C. GILRAY < 9) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION PROPO§
ab__'J6.9�0 P. 461 D. B, 1600 P. 461
PLAT D.E. 1600 P. 459 PLAT ECr
OF THE CODE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO $ANITA
10) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF SEWER E li
OF THE CODE. TRANSPORTATION (VDOT THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS MATCHLINE N61'02'31'W
R=50.00 XISTING
L-80.58 'SANITARY 11) THE PET CEMETARY WILL REMAIN AS IS. (UNDISTURBED) OF 'THE RE (VDOT),
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PATCH TO IN
215.37'
S 12) THE NEW BUILDING WILL INCORPORATE AN E.P.A. 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM 10 CURRENT LOT 2 TMP 45-10901 2�
ENT z PROPOSED APPROVED INCINERATOR, SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED
o) 13) THE SHEDS AND PROPANE TANK ARE ACCESSORY 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
o' SANITARY
ua g SEWER �11 16 STRUCTURES AND WILL BE PLACED WITHIN EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
- - THE APPROPRIATE SETBACK LINES, CONSTRUCTION. AeERQYAL QLOCK
EXISTING _x, c� t EASEMENT zi; " 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
z 14) THE NEW ENTRANCE FOR THE S.P.C.A. FACILITY IS
SANITARY ALIGNED WITH THE CENTERLINE OF PLANET FUN ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF ALBEMARLE COUNTY SERVICE AUTHORITY DATE
SEWER DIRECTLY ACROSS BERKMAR DRIVE. 11 OR BETTER ARE TO BE ACHIEVED, DEPARTMENT OF ENGINEERING DATE C�
4 -OD'
PERFORATED -
15) EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 5, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
WHICH EMITS 3,000 OR MORE INITIAL. LUMENS SHALL BE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED PLANNING AND COMMUNITY DEVELOPMENT---- DATE---- j 03
2' A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, I'D;
32'23' 16) WITH FULL CUTOFF OP'nCS. 6. ALL TRAFFIC CONTROL SIGNS SHALL. CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC DEPARTMENT OF ZONING
DATE
THE SPILLOVER OF LIGHTING FROM PARKING AREA 1NTRO4 DVI
106,62' JJ532*23 45 w LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 7, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -- CLASS IlL FIRE OFFICER DATE <�
EXISTING 86,00, S32*23 45 W RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS 8, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION, MUST COMPLY WI*IT' OSHA STANnARDS FOR
WATERLINE EXIST ING NS 12.04' 118.07, T SHALL HOT EXCEED 112 �00) CANDLE, THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BUILDING OFFICIAL DATE
EASEMENT WATERLINE 12.00' 17) THE BUILDING WILL BE SOUNDPROOFED AND
45',,J AIR-CONDITIONED.
BEND
DATE
MAY 12, 2000
SCALE
1 "=40'
KURT IL JOLOECWWO
5649
-TONAL
•
IS
JOB NUMBER�,
00-019-00
EleignmWA
�,12 FIR
v 4
hkl
RID
a
4
SHEET
OF
A
11-
LUMINAIRE SCHEDULE
Sy." Labs) CUP Catalog N-toor D .... [joun L -lo Pit. tesisasoo LLF
ARM MOUNTED FIXTURE ONE 250-MIATT METAL
A 2 Rot 2" R2
WITH PREMIUM HALIDE, HORIZONTAL 970122215JES 20000 1100
SEGMENTED OPTICS POS.
ARM MOUNTED PREMIUM ONE 26DAVATT METAL
8 7 R4 CLH-OFF FIXT HALIDE, HORIZONTAL 97012727,IES 20M 1,00
WISEGMENTED Opt ICS POS,
STATISTICS
O."Opucht Avg Max mi. fil"Wi. AaWMftr
CALL ZONE #1 1'2 1. 2A to CA to 5,21 Z&I
CALC ZONE 0* Io ft, 41 k 01 Is W4 47,01 10,21
rALC ZONE. Jig IS EXCLUSIVE TO THE PARKING LOT AREA ONLY,
949 Z94 Q 99NTAWS DRIVE ENTRANGE AND PARKING LOT AREAS,
DIMENSIONS TO BE PROMDED BY ELECTRICAL ENGINEER
LIGHTING STANDARD FOUNDATION
SCALE: 1/2* = 1'-0'
2
BV2 Metal Halide Area Lighting
\J/
caeBaclaARarNYlRla3rlm T'
Initioth roolcomidles
BV2 400M R2 (10 -DEG TIL14 BV2 400M R2-'" 'To, t5)9,1402 01,��i ...............
0-6 kw� (10 -DEG
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EL& 1488, P. 698 PLAT
9.6573 ACRES
OFA
FEATURES A, SPECIFICATIONS
%ord
cond"um 'Is ispije, mOtictv, sterita'd
is dark Inane (Dost it.tylahsl poicomet O'h.,."Inuat"No "Ih"
-- Aroa Lighting
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all
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METAL HAUDE
.ftocut c-comeo p�mbql job, RNIN"Jors evoch
100W, lis)iot, 175tH, 20OW,
with to"t Iced favorers and .,a '0t%.ohK, iq� o"hooth, Ito.
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md
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pay
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40ow MOW ibw.w 32000'ad
W"Fovexodo vs1ta nonm . So
wotFs
rate
dp 91 9 4s2 dile »Y xnv,
4NGlhWfl`ewsoSodv,dn8 Row Ileal =j U"1.0 3='Aw 1
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movinhag "WoRt cormittion fed"
mesh, - .
lot so
It 40
25 Rt. u 1,44
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COUNTY APPROVAL BLOCK
ALBEMARLE COUNTY SERVICE AUTHORITY DATE
DEPARTMENT OF ENGINEERING DATE
PLANNING AND COMMUNITY DEVELOPMENT-------- DATE
DEPARTMENT OF ZONING DATE
FIRE OFFICER DATE
BUILDING OFFICIAL DATE
10' STACKING LANE ARCHITECTURE
AND 10 TAPER
INTERIORS
PLANNING
CONSULTING
P. M Box 362
306 Dcshk Pork Pt-
Foroa t V I rq Inje 24,951
804. 395, 0495 -
804, 385, 85P9 F.
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F.F. 530.5 A I In em 9 045 No Q 04 to ALBEMARLE COUNTY
NI :' as
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1886
MR
DINAWN BY,
RJP
ISSUE DATE
MAY 10, 2001
aswsazausr
.SITE PLAUN
I' = 40'
PRELIMINARY
NOT FOR CONSTRUCTION
6/9/96
WHITESCARVER, HURD & OBENCHAIN, INC,
WHITESCARVER, IBRD & OBENCHAIN, INC,
CONSULTING ENGINEERS
4932 FRONTAGE ROAD NW 11508 ALLECINGIE PARKWAY
ROANOKE, VIRGINIA 24019 RpCHMOND, "RGiNtA 23235
54O/265-4444 804/423-,6444 ACE
DES:
BCLOOMNE
JDH 1140
SWEET "BER, I
610
EL& 1488, P. 698 PLAT
9.6573 ACRES
OFA
FEATURES A, SPECIFICATIONS
%ord
cond"um 'Is ispije, mOtictv, sterita'd
is dark Inane (Dost it.tylahsl poicomet O'h.,."Inuat"No "Ih"
-- Aroa Lighting
W)'I"04abla
SIR FRAME -- Retuned Nod vtoldtl mjmjnajn frame om,trej k'kh,
etol-Uss, anUlded sdi�
c�d
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BV2
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ICALSYSTEM to no Onto
all
Noy k"AN'Ry", ME, doi'fibufaos
METAL HAUDE
.ftocut c-comeo p�mbql job, RNIN"Jors evoch
100W, lis)iot, 175tH, 20OW,
with to"t Iced favorers and .,a '0t%.ohK, iq� o"hooth, Ito.
250W, 82MV, 3LOW, 406W
md
rope III O'y!I,
^Z" to 40M.uo('g
it"we'd Uilow'shap 'UEUQ
LENS 6rtpar0 ue 1 to XY doorpt,od gle. varvh ojjm$c._md paste,
doo, shiehl,iafist
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. o' �.i"h
mound: it weltleyssrueudwpht14
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pay
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1002 16m, Do San. pude (r oraq
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As
T T
COUNTY APPROVAL BLOCK
ALBEMARLE COUNTY SERVICE AUTHORITY DATE
DEPARTMENT OF ENGINEERING DATE
PLANNING AND COMMUNITY DEVELOPMENT-------- DATE
DEPARTMENT OF ZONING DATE
FIRE OFFICER DATE
BUILDING OFFICIAL DATE
10' STACKING LANE ARCHITECTURE
AND 10 TAPER
INTERIORS
PLANNING
CONSULTING
P. M Box 362
306 Dcshk Pork Pt-
Foroa t V I rq Inje 24,951
804. 395, 0495 -
804, 385, 85P9 F.
bcwh. co,,
Q-
0
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I , 117 V1 No so It AI on CHARLOTTESVILLE,
F.F. 530.5 A I In em 9 045 No Q 04 to ALBEMARLE COUNTY
NI :' as
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VIRGINIA
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1886
MR
DINAWN BY,
RJP
ISSUE DATE
MAY 10, 2001
aswsazausr
.SITE PLAUN
I' = 40'
PRELIMINARY
NOT FOR CONSTRUCTION
6/9/96
WHITESCARVER, HURD & OBENCHAIN, INC,
WHITESCARVER, IBRD & OBENCHAIN, INC,
CONSULTING ENGINEERS
4932 FRONTAGE ROAD NW 11508 ALLECINGIE PARKWAY
ROANOKE, VIRGINIA 24019 RpCHMOND, "RGiNtA 23235
54O/265-4444 804/423-,6444 ACE
DES:
BCLOOMNE
JDH 1140
SWEET "BER, I
4' REVISIONS
LEGEND GENERAL EROSION AND SEDIMENT CONTROL NOTES JUNE 6,2000
JUNE 12,
2000
11"o" OF GROW0 FEBRUARY 9, 2001
(. Krfm & SCOPE 1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES APRIL 30 2001
PROJECT INFORMATION or WORK) 19PORARY SMAW IW WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE MAY lo" 2001
VIRGINIA. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION
t PROJECT NAME CHARLOTTESVILLE-YALBEMARLE S,P.C.AT , AND SEDIMENT' CONTROL. REGULATIONS.
TMAPORAR
rye
SITE PLAN BER AR DRIVE TPAP ST ORIGINAL GROUND Z THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, j
2, OWNER OF LAND: ALBEMARLE S,P,C.A AND STUARD R. WOOD, JR. ELEVATION 505 0 §q 0-c ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE
g (:pg�6 ) FINAL INSPECTION MAGNETIC
AND MARGARET E. WOOD SmT FENCE DRY 3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN MERIDIAN
P.O, BOX 7047 67 Cu.YD,/ACRE AN 0() 61 CLEARING.
CHARLOTTESVILLE, VA 22906 0�'
ftrm IF 1.67' 3'
FUCK 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT 0 20 40 so
PHONE: (804) 973-4000 E) 1 ALL TIMES I I
51 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
3, APPLICANT: THE ALBEMARLE SOCIETY FOR THE PREVENTION DR"DIVIDEAOIR MAX (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT
OF CRUELTY TO ANIMALS, INC. 2 A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
ATTN; DANIEL J, MEADOR, JR,, ATTORNEY CUT= PRDTEMN WET AUTHORITY.
CHARLOTTESVILLE, VA 22902
67 CU YE
433 PARK STREET )./ACRE I! FILTER CLOTH 6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY
PHONE: (804) 293-CvLVwr Wm a (EXCAVATED) 2,33' ORIGINAL GROUND ELEVATION ID PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
FAX: (804) 293-213 1200 PROTICnom 7, ALL DISTURBING AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
5
COARSE AGGREGATE CLASS RIPRAP DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL. FINAL STABILIZATION IS ACHIEVED.
4, CONTACT PERSON: KURT M. GLOECKNER, P.E,, P,L.S,
8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEACE,
GLOECKNER ENGINEERING & SURVEYING, INC. WVOSM DYER TEMPORM
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -
PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
2246 IVY ROAD, SUITE 5
CHARLOTTESVILLE, VIRGINIA 22903 c loss somm (IF oum EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
PHONE: (804) 971-1591 STORM DRAW [ON 10, THIS PLAN IS PROVIDED FOR THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES ONLY
FAX: (804) 293--7612 an" PR079CTWN (D 15 CR(71CAL !1l
5, BOUNDARY LEGAL DESCRIPTION AND TOPOGRAPHIC INFORMATION BY. swwff I" woo k-
ROUDABUSH GALE & ASSOCIATES, INC DUST CONTRCI, CLASS t RIP -RAP Tw VADI"m 4(r V STA 22+15,31 BROOK
0 LT DR.
914 MONTICELLO ROAD, CHARLOTTES'ALLF, VA Topsommo BOTM W10- 3cr 90TIM um1ft- aw SOIL TYPES DI -7A WITH FLUME. 1
FIELD SURVEY AUG. 5, 1996 PERMANENT f=ING & & L-14' CONNECTION,
TORO AUG. 30 & SEPT. 3, 1996 MUECMG US 09nN- 4� 27C = ELIOAK LOAM H=2.25 100' STACKING LANE
TOP=515.97 AND 100' TAPER LANE SITE MA
6. BENCHMARK INFORMATION: BM #331 PK NAIL IN PINE TREE 0 PET CEMETERY - 549.85 TRUPOEARY STONX 65B = PACOLET SANDY LOAM INV=51172
CONSTRUCTION MftRWCR BUSUR999M : i . SCALE; 1*'=2000'
BM #516 PK NAIL IN WALNUT SOUTH OF HOUSE - 551.75 CONS=CnOW ROAD I Do CONCRETE
THESE ARE TIED TO THE BERKMAR PLANS. (U.S.G,S. DATUM) sTANnj=oN G z qoo T.M. 45--112F i GUTTER
O,GY&( -� ARD R, WOOD, JR. STA 22+00
7, MAGISTERIAL DISTRICT*. RIO 00060 k D,EL 1454 R 420 PLAT DI -28
0 L=4
8, LEGAL INFORMATION: TAX MAP 45, PARCEL 86 R= CHECK DAMS
ZONED R-6
DEED BOOK 1427, PAGE 610 0% H=4.30
TOP=515.78
DEED BOOK 1488, PAGE 698 PLAT
P.Q. BOX 7047 MaRay SEDUaNT '"1 00 'V
CHARLOTTESVILLE, VIRGINIA 22906 44p
TIvt 45--112
"k,
THIS PROPERTY IS LOCATED ON THE WEST SIDE I 11-4 1 I --f I I I STUARD R. WOOD, JR.
OF BERKMAR DRIVE., NORTH OF WOODBROOK DRIVE el -*N - H-= — u DLB, 1453 P. 367
AND WOODBROOK COURT, ACROSS FROM PLANET FUN, OARSf;-zGREGAT�E D.B. 1488 P. 698 PLAT
Typica som TYPE N5 4*28"W
N ZONED R-6
9. ZONING: THIS PROPERTY IS ZONED R-6 Ub ALTER CLOTH, 56*04'2 W
PROPOSED REZONING TO C--1 52'
NUMBER OF ACRES TO BE REZONED=5,88 EXCAVATED AREA, RC� *�8-
10. MINIMUM BUILDING SETBACKS FOR AREAS ZONED C -t 6
30' FROM PUBLIC RIGHT-OF-WAYS I
TRE�t I V
50' FROM ADJACENT RESIDENTIAL PROPERTIES Sm 8rA8w;kTl I LlMli� Ul'. Q N S T�K U CTn'O N
.1%. OR Nowiva I I I ��'/
(SETBACKS AS SHOWN HEREON ARE FOR AN AREA ZONED C-1) MANKM & &Z I I
11. PRESENT USE; ANIMAL SHELTER T,M, 45--84A 107
12. PROPOSED USE: ANIMAL SHELTER WITH NECESSARY OFFICES. ITIR COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 T M 45-112G
COMMONWEALTH OF VIRGINIA PLANET FUN 11 L, L. C.
13, THE SITE IS NOT "THIN A DRINKING WATER RESERVOIR WATERSHED. VDOT MONT OF WAY SECTION D.B. 11667 P. 183
13. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. D,B. 1887 P. 424 D.B. 488 P, 698 PLAT
ZONED R-6 ZONED C-1
14, PROPOSED PARKING: 47 REGULAR SPACES REQUIRED PARKING:
8"X30' TAPPING SLEEVE
2-h&ND&AEEED-5E&= NO STANDARD PARKING N6504,55"w 1,
49 TOTAL REQUIREMENTS FOR ANIMAL SHELTERS AND VALVE
PROVIDED SPACES ARE ADEQUATE PAVED CONSTRUCTION ENTRANCE I
377.43'
16. ABUTTING PROPERTIES: TAX MAP 4,5, PARCEL 37 7�
DEED BOOK 1753, PAGE 543 -CENTERLINE OF PLANET FUN
DEED BOOK 1420, PAGE 722 PLAT
DRAINAGE SWAIL. DIRECTS FLOW
EXISTING TO SEDIMENT BASIN R
9�z � I H SNE ZED ENTRANCE
COMMONWEALTH Of VIRGINIA EXISTING
VDOT RIGHT OF WAY DIVISION 70' MR,L GII,4ER RP.101R OR PROPANE, SHED
GROUND
—j PAVEMENT x�505�SBL
1601 ORANGE ROAD SM -2A ASPHALT TOP COURSE IN T
CULPEPER VA 22701-3819 CONN,
OtOO-11 LT
J,
17PLAN PREPARED PY KURT M. GLOECKNER, RE & Pl,S. DI -7A WITH FLUME CONNECTION
=Z25
18, 466 ACRES OPEN SPACE (79,257) PE"�
% Al
6' 21A% OP=512,16
19� 1.217 ACRES IMPERVIOUS AREA (20.757) �1� MIN. I INV=509,91
20, 1T461 SQ. FT. BUILDiNG
FIL'rER CLOTH JA \AGGREGATE BASE 000 i
j''f
WALL
21, MAXIMUM NUMBED EMPLOYEES = 15 4_Q ILO -R 4
22. MAXIMUM HEIGH F STRUCTURE = 35 F T,fir' Al li. % STA 19+85 LT
EXISTING
23, HEIGHT OF STRUCTURE AT MAIN ENTRANCE 21' GROUND EENQ7�' GRAVE7 -B.142
24, BM.P= 2-5% OF 53,024 &F, 1326 S.F. ____70' MIN, 'K N A
USE 15X90'=1,350 S.F. ASPHALT PAVED AREA H=4,30
WASHRACK TOP=5m96
77777777f�-,-
50 7 EXISTING 30"
EXISTING WATER LINE
PAVEMENT -A"
CEMEN i
T A
POSI GVE DRAINAGE
MUST EXTEND FULL WIDTH TO SEDIMENT
OrrINGRESS AND EGRESS
r
SOIL EROSION AND OPERATION TRAPPING DEVICEq.
WATER
METER
CC CHECK DAM CG-I? STA 18+07 LT
L4412C CG -6
12' MINw UHOUSE
OF CONSTRUCTION ENTRANCE COMBINATIO
CRS= CONSTRUCTION ROAD STABILIZATION B NO v BE H-4.30 12*
Dl- TOP=509,85 6" CURB
DO = DUST CONTROL L= DO UKA11UN WC INV=505 55 AND GUTTER
DD - DIVERSION DIKEp4 f F " 2 (TYPICAQ SURFACE COURSE
BIX6
DV DIVERSION
4" SIDEWALK 1 1/2- 9.5A
IF INLET PROTECTION 74 BE HMARK- /11 - -
54
5 pqOpp§ i D''i�" Ij
MU = MULCH PK VAIL IN BASE
OR = OUTLET PROTECTION OF WALNUT - 551,75 PR el"D
FILTER CLOTH SE -7% "u AGGR.
PS = PERMANENT SEEDING �jfSIIQN PROPO D ANT' BM -25,0
SO =STREAM (,BOSSING prAEMENT )MIESTF/WATER
8 = SEDIMENT BASIN NC A MINIMUM WATER TRAP OF 52.4rnm (1') iS REQUIRED WITH A MINIMUM WASH HOSE 4 #Zld
ON
S r OR 6" UD -4 -
SF = SILT FENCE 110-4" PVC S AR ME ER AGGR. SUB -BAS
DIAMETER OF 38.1mm (1.5). -BE I COVERED
ST = SEDIMENT TRAP PRIME COAT
TO =TOPSOIL
0 SAN, SEWER
IS TEMPORARY SEEDING I , '/. -
-A.P -GRADE
T.M. 45-87 v ti fNV.=526,
VIRGINIA X MIN, CBR=10
VDOT RIGHT OF WAY DIVISION
COMMONWEALTH OF VIR 131
C FABRIC
D,B. 1753 P. 543
D.B. 1420 P, 722 PLAT BERKMAR DRIVE IMPROVEMENTS
ZONED P-6
TYPICAL CRM—SECTION
47
xm./
z —ALK—MAELE S,;�4� IPA
400;;Ooor 4Q1/ 03, 142,7, P�AO
. ....... 1488, ;5" 698 PLA 2t� STA 17+40 LT
'9�6 7 Al, 0-38
5 �fVCIZS
24' TO 60' 1p S- - lo'XIo' A� E TS LL4
... ....... N)
H=4�30
30'-0" TOP=510.18
4's'y' SM -2A INV -505,88
FACE SLOPE To * LIU TER
165#, 'yJ OSE
CC 6 SLOPE MATCH GRADING PLAN,TYPICAL 5' CONCRETE SIDEWALK 1O"'Xl ' PACT' IT ��O" PROPOSED 20'
f.—A7' *1 DRAINAGE AND
:ATE; WE'
ACCESS EASEMENTS
MTH!, 2' MIN, STONE BASE(TYPE 21-A
-ON- -P 57"o-, (AS SH
6X6 WELDED WIRE MESH 2 ,PARKIN G-"SETBAi RBED BUFFER' LINE ARO D EN Tt�E TY --.1
""low
r I 'o T.M. 45-109
O�N
N V
TERU Ell
6' AGO, BASE(TYPE 21A) SUBGRADE=CBR MIN, 10(95% COMPACTION) t �
PLAT
E _�M� f
D . 00 R613 PLAT RIO ASSOCIATES LIMITED PARTNERSHIP
88 �6
4 9 8,�PLAT 1:4 It O'B' 996 P. 135
44 lP 6
88 /P 69,
6 D.B. P, 138 PLAT
EW't]NGF� ZONED C-1
"IL., -0,
W CRL T
x, EASEM9 T
TYPICAL PARKING LOT & ACCESS ROAD (S.P.C.A. DR ELSECTION f'M, 4-,-4§8 "1, /D.8029
N.T.S. EUGEN'E A. ANOiRSON�," P�2
D.B. 1105 R 198
ZONED R-6 STANDARD COVER AND FRAME
EXISTING u')
I +
18) THE EXISTING STRUCTURES WILL BE DEMOLISHED, WATERLINE--�
PROP0ED SANITARY S T 1) DI DROP INLET 19) THE INCINERATOR IS F.P.A. APPROVED AND WILL BE STANDARD VDOT PRECAST__
MANHOLE (MH --l)
2) MH = MANHOLE INSTALLED WITHIN THE BUILDING IN A COUCEALED LOCATION. OVERFLOW
20) THE FENCED YARD IS FOR DOMESTIC ANIMALS, EXISTING 00 6 FOOT DIAMETER MANHOLE TOP -98.03
3) GO =CLEAN OUT I
4) ---TEL--- TELEPHONE LINE 21) THE PAVING MATERIALS FOR THE SIDEWALKS WILL BE WATERLINE
CONCRETE, EASEMENT
5) SBL = BUILDING SETBACK LINE LQ -T-1 D�81429
22) THE COURTYARD WILL CONSIST OF CONCRETE WALKS AND K7
6) ALL PARKING SPACES ARE 9 X 18 (TYPICAL) T.M. 45--109C2 P.208 PLAT
GRASS SEPARATIONS. L, L� C. LOUPE 48" RCP
7) INDICATES SLOPES GREATER THAN 25%
D,B, 1710 P. 499 PROPOSED STORM ORIFICE=9"
SANITARY Y__�
D,B. 1710 P. 501 PLAT R WATER
ZONED C-1 SEWER DETENTION
z 15' RCP
to
8) THE ALBEMARLE S,P.C.A. QUALIFIES AS AN OPERATOR 0
TM. 45-109CI TM, 45-1090I OF A PET CEMETARY. V=WATER LEVEL
INV -517.0 3,80%
L.L.C, GILRAY TION
Q� G€ 109 9) THE PET CEMETARY QUALIFIES UNDER THE DEFINi PROPOS",
P, 461 D,B, 1600 P. 461 OF THE CODE, I' PONDING SANITA 15' PVC TEE
PLAT D,B. 1600 P. 459 PLAT 10) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION 2"-3" MULCH
SEWER"F CE
N61 02"31"W -UT]EN-T-IQ�
X 5T OF THE CODE. SOD SOD SHREDDED MATCHLINE NT.. s..
QL DETAIL
R=%Oo 'StNITXRY 11) THE PET CEMETARY WILL REMAIN AS IS. (UNDISTURBED) HARDWOOD MATCH TO INSET 215.37 +4
S WER 12) THE NEW BUILDING WILL INCORPORATE AN E,P.A,Dif LOT TMP 4.5-10901 2'
APPROVED INCINERATOR.
E, SEGMENT z PROPOSED 2 1/2'-3'
PROP 13) THE SHEDS AND PROPANE TANK ARE ACCESSORY
DEPTH=4.0' FILTER 50% SAND
SANITARY 17q STRUCTURES AND WILL BE PLACED WITHIN n FABRIC 20% LEAF MULCH AEPROVAL aLgiZ
'o 0 SEWER THE APPROPRIATE SETBACK LINES.
6 17� EASEMENT 30% TOP SOIL
EXISTING co �p-
SANITARY z 14) THE NEW ENTRANCE FOR THE S.P.C.A. FACILITY IS GRAVEL
OF PLAN
SEWERALIGNED WITH THE CENTERLINE ET FUN
COARSE DATE
jj" PERFORATED 1/2" TO 1 ALBEMARLE COUNTY SERVICE AUTHORITY '-I,
---------- DIRECTLY ACROSS BERKMAR DRIVE. PVC WRAPPED GRAVEL DEPARTMENT OF ENGINEERING DATE
I N FILTER FABRIC UNDER PIPE
EXISTING SANITARY SEW 15) EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP
WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE DATE
\ W-15 PLANNING AND COMMON" DEVELOPMENT
2' A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE
WITH FULL CUTOFF OPTICS. (PROFILE SECTION) (TYPICAL SECTION) DEPARTMENT OF ZONING DATE
45'W 16) THE SPILLOVER OF LIGHTING FROM PARKING AREA
106,62' 832 4 W LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN FIRE OFFICER DATE._,,,__.__
EXISTING p "'ol" '�"3 4s W R li�ER �T) BUILDING OFFICIAL DATE
I I , x32`2345 ESIDENTIAL 0 RURAL AREAS ZONING DISTRICTS 2- Ko�
WATERLINE EXISTING N57,36,15"w T SHALL NOT EXCEED 1/2 FOOT CANDLE. INLTS.
EASEMENT WATERLINE 12.00' 11&07* 17) THE BUILDING WILL BE SOUNDPROOFED AND
45' AIR-CONDITIONED,
BEN I
DATE
MAY 12, 2000
SC&E
1.=401
KURT 9�,WEWU
L
JOB NUMBER
00-019-00
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00-019-00
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