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architecture planning
6$ south Ivanhoe blvd.
Orlando, florida 32804
(407) 423-5355
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An d e r �n and Associates, Inc,
1622 casT Parham Road
Richmond, Virginia 23228
Phone: 804/262 -5432
structural engineers
Dunbar,:[. Milby, Williams, Pitman Vaughn
110 Third Street, NE
Charlottesville, Virginia 22902-5224
Phone.,804/293-5171
mechanical/electrical engineers
SAI Eng'ineering Inc.
Mechanical Electrical Group
1,2972:Harbor Drive, Suite 100
La ke ri d g e, Vi r inia 22192-2930
Phone*., 703/497-1271
NCORPORATED
interior design construction services
276 river road wept
manakin —sabot, virginia 23103
(804) 784-3361:
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civil
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existing Site plan
C2
existing site plan
0 C3
s►te development plan
O-C4
Site development plan
0 C5
utility plan
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utility plan
O C7
grading and drainage plan
�O C8
grading and drainage plan
C9
pump station plans and detail
C� CIO
details
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details
0 C 12
profiles
() EC I
erosion control plan
0 EC2
erosion control plan
�O EC3
erosion control details
landscaping
0 L51 .O
landscaping plan
architectural
4 AO.2 architectural site plan
0 included in this Set
RECEIVED
DEC *5 1997
P1,99nning Dept,
construction
documents
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11 /04/97
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no. 9603
Ii �SET/ ITOPOGRAPHIC SURVEY OF LE'UEND CONTOUR INTERVAL 1 FOOT and 5 FOOT f END PROPOSED CG-6 -4- TMP 77-IIA PARCEL A BENCH MARK D.I. DROP INLET STORM DRAINAGE -7 0 F ... ........ . ....... COUNTY ALBEMARLE DISC NO. 5 AT (D THE F- F-
CONTAINING 8.249 ACRES MANHOLE SANITARY SEWER NORTHWEST CORNER OF BRIDGE OVER 1-64, :i M,H. I W >_ <
- - I - - - - - 1 <
KNOWN AS THE CITY -COUNTY BENCH MARK ELEVATION 509.0' UNDERGROUND 0 WATER VALVE POWER LINE USGSDATUM. i _j <
W. V. ELECTRICAL JOINT SECURITY COMPLEX -------------------- — - ---- — ---------------- - -- POWER /LINE Lij VA. PQWER F.H. FIRE HYDRANT TELEPHONE LINE TL Q) LOCATED ON THE WEST SIDE OF NOTE 00 IC'� LP WATER LINE 4� ROUTE 742 SOUTH OF ITS .. ..... ...... .. ! INFORMATION CONTAINED HERE -IN REPRESENTS INTERSECTION WITH 1-64 Wz GAS LINE COMPILATION OF THE FOLLOWING SOURCES, U) Cc L0 LT11' I0 W FENCE 1. JSC SITE PLAN JOHNSON, CRAVEN, & GIBSON ALBEMARLE COUNTY, VIRGINIA x REV. W U) 1/29/74 ZONED R-1 i EXISTING 1 FOOT CONTOUR 2, JSC TOPOGRAPHICAL SURVEY - GLOECKNER & OSBORNE, REV, 4/16/88 W
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SITE LIES WITHIN THE EXISTING 5 FOOT CONTOUR 540 0
3. JSC SITE PLAN HENING, VEST, COVEY ;>
.. ....... .. t k-11A -\ u tt - i REV. 3/13/89 rr I G. HC
19 AIA (AIRPORT IMPACT ARE: A) < C) PROPOSED 1 FOOT CONTOUR 4. JSC SITE PLAN LARAIMORE AND ASSOC. AND EC (ENTERANCE CO ... .. ... .. ....... . ....... ... ... . .. . . ...... - E 9) NO, 030047
0c: rr �RIDOR) i 5401 REV� 8/31/92 LU t I0 PROPOSED 5 FOOT CONTOUR Lu -.,a IC) z
- ----- - --- z W u :D IIPARKM PARKNO PARKING 103 STAFF (JAIL) 72 STAFF (MA(j1t5IKA I 3 0 ACCESSIBLE PARKING 5 VISITORS (JAIL) 17 VISITORS IMAGIST TE 10 TOTAL PARKNG 108 S JAIL OWNED VEHI(UE, 6 Cr TOTAL PAKIN 108 0 I(u) . n < rr
U) II0 0 F IIEND PROP. SAN 0 END PROP. QURB + IRON CURR' ��5V 1'(P4'9 E//23,10 MONUMENT FOUND! 7 FOUND . .... .... ------ . ..... x 0
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IPROP. PARKIN
1 NEW 2-story it -7 BLOCKS (TYP.
C.L.F. 5 PROPO RAIN DOMON I 0 1ST FLOOR ELEV. - 3 2.8 2' AD FOUNDATION D' INV�533.0 OUTFALL
GRID. FLR. ELEV. 5?4.15' il t (TO BE RE'OCATED) IE3012�ARDS�" 2-story uni NEW (I i; I a, 0 rd A' U.L.F Q0 /PROP, DUMPSTER I2ND FLOOR ELEV. - 551.00' & E 2 (U. An 9 IST FLOOR ELEV, 537,00- %2j IISEE ARCH, PLANS ILf Q) EXISTING EXIST, F 'IF VND I -A x C. L. F., 0
C.L,F. POST 00 19� (0) 9 9 9 z 'O ie %
AUX� GENERA I )h (,NEW)- 7'xl, L E <1 R III536. 0 TO REMAIN 4 im 0000 Immm �11 - 1,1 GREASE TRAP 0 IE _M1 r ;i'TO REMAIN 0 r ELEV.- 525.0 C. L N E W uu 0 I SLOPE AT 1% (TOP OF NEW 12" CURB X RET, WALL) EXIST E
mom IIe x I s t i n g C C_ D, Mi T, L.F. 7 POST 2-st 6r'y u n i t rof Q) %W
Iexi V. - 537. \[\J O,/'2 1 T FLOO� E 0, sting, _57 n 0 s VMNT IL I -story unit GRID, FLR, P L EV. - 527,67' IST FLOOR ELEV, - 537.0' I(D TANKS T 0 BE I0- FILL D I�ITH SAND I0 -77 EXI
AN 527 A
IIPERI DEQ. EXIST. C/F .... . .... .. 0 II(ODD)
IITO BE REMOVED II.... . ...... p 0 F. (INCLUDING RACK) II EXIST. 7 < Q) N M1 A T rR,POSED+ . W/GATE t;�,I PRESSOR CAB./RAC H -7— (D U81\ C.L.F. (TYPICAL) ��(PLIEC. ROUGH -IN ONLY c�--ting
El qONTRACT) 6" T.C. e x
IEXISTING A 2-story gym lit I'll -s TREES 2ND FLOO'R ELEV. - 547,56' TO REMAIN� 6 91 u f Yl Mini mi I 1 1 I I - -
ILEV�EL 6 ELU,,, IST FLOOR ELEV, 536.89' e -ing Ix S C 0 -,)UR) 2-story unit A�E V E L 4 t �'_ tz V IF I SIT/ P, L -VEL 3 -OOR) IIST FLOOR ELEV, - 537.0' ----------------- r_ C4:)
(D L 51 -6('/ FLOOR -LEV. 526.0' MAI GROUND LEVE I 2/E 7 LEVF_L-`1 El Vl'y < I< 0 IAIZ 597.1 co IF:: EXISTING
WOOD RAMP I (UO IE Iv < TO REMAIN F Ie x ing x e ng LLJ
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5.7 PLANSFOR DET IIa. C�
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GATE I> Cn ITE�, LIGHTING .... NEW LIGHT POLES SHO�Iffl 1THUSLY W IP N 0
Cr U- uj 73 I0 0 ARRANGIED/ 7. SHALL B 27.5 PARKING AREA' LLUMINATION, IP DROVIDE PERIMETER S'4CURIITY AND IPAW!NG (v LPI, LOCATEP TO f >
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C i2 I=11 PJQ E DING ONE-H&F FOOT CANDLES ONTO INE r�FENCP 0
CHAJ POLE(1XISTIN (8) Lu EETS. 526.5 PUBLIC 'kROADS/ SjR I...... as Ivz., T =-IN uj CG-2 /+ D-f/ 0
P S I G SIT NAGE SIGNAGE, IF, PROVID D, �HALL B -PROPOSED Lu SUBMITT�D AT A �-TER DATE -OR CG 2' I!L 0
SECTION 4.15 OF TVE ZONING O'RDINANCE. V)
ui
'ED S I D EN\VA, II;T1 EIGHT .... THE HEIGHT OF THE: P Or'POSED W DE BUILDINGI HE ADDITION(�) WILL NqT EXCEED T�IRTY-FIVE FEOF (351 QW
Lu IIER OF
AS DETERI\�IINED UND`�R THE ZONINIG ORDINANC�; HEIGHT PIN
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NKL NIFORM ST)VEWIDE BIAILDING CODE" TI N G)
T R -1 I L DOCUMENTS
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BUILDING(S) AREA
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EXISTING 52,011 SF 7t577 SF Cf) W TOTAL 123,588 SF date:
MONUMENT FOUND SEMEN'T LOT COVERAGE AREA x (D Ict no. 9603
BUILDING(S) ONLY proje
0 EXISTING 34,27.5--g-F— 0
IPROPOSED 27,293 SF
----DRIVES AND PARKING II0-, EXISTING 76,451 SF 25,342 SF N E gineers C3
In) Akin ITOTAL 163,361 SF CZ
— N AGE P1 nners
ASSO I ES, Inc., 163,361 SF / 329,72 SF (8,24 of 12
10' 5 O'
T TAL NO. EMPLOYEES 119 x INCLUDES CONCRETE WALKS
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FIRE FIGHTING
TRAINING 'FACILITY
48" CMP RISER
TOP = 441.75
WITH 15' DIA, ❑RiFICE +'
AT INV, = 436,0
RISER
INV. = 430.00 f
WITH 72 DIA. TRASH RACK `;j °� , , :ter - `4, 1 ; `t `� M.H. RI�OLD
r 445.72
t .
' /' i ` ` i t t t i� �i
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,
1
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APPROX. LOCATION OF 20' SEWER EASEMENT.
PLAT BY CHARLOTTESVILLE ENGINEERING DEPT.
DATED 12-17-71.
NOTE: t
ALL IMPROVEME14TS SHOWN
ON THIS SHEET ARE PART
OF PHASE I CdNSTRUCTION
ALREADY UNDEPWAY' AND NOT
PART OF THIS ' BID. SEE THE
BENCH MARK
COUNTY OF ALBEMARLE DISC NO. 5 AT THE
NORTHWEST CORNER OF BRIDGE OVER 1-64.
BENCH MARK ELEVATION = 50G.0'
USGS DATUM.
NOTE
INFORMATION CONTAINED HERIE-IN REPRESENTS
COMPILATION
OF THE FOLLOVNING SOURCES.
1, JSC
SITE PLAN - JOHNSC)N, CRAVEN, & GIBSON
REV,
1/29/74
2. JSC
TOPOGRAPHICAL SUIRVEY - GLOECKNER
& OSBORNE, REV. 4/18/68
3. JSC
SITE PLAN - HENING„ VEST, COVEY
REV.
3/13/69
4. JSC
SITE PLAN - LARAM(ORE AND ASSOC.
REV.
8/31/92
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date: 11/04/97
project no. 9603
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WIDENED ABOVE
THIS POINT
PER OSHA
71
STANDARDS
NOT LESS THAN
6"
NOR MORE THAN
12"
(TYP.)
COMPACTED VDOT
#26 AGGREGATE
BEDDING
COMPACTED BACKFILL
SELEICTED COMPACTED
BACKFILL
FOR TRUSS PIPE
AND PVC PIPE, PLACE
STONE TO PIPE SPRIN(
THIS DETAIL APPLICABLE
FOR DEPTHS LESS THAN 14 FEET.
SEE PLANS FOR MODIFICATIONS
IN DEEPER TRENCHES.
ME • Y SEINER
N TROW S
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��QQANDERSON Engineere Blacksburg, VA
o AND Surveyors Greensboro. NC
QASSOCIATES, Inc. Planners Richmond, VA
T
USE TWO LAYERS
OF 15 LB. BUILDER'S
FELT ON FITTINGS °
p•
DIRECTION OF D
THRUST OR
BISECTOR OF
PIPE BEND '
1/4 PIPE O.D.
4" MIN,
6" MIN. IN ROCK
T = DIMENSION SHOWN
ON PLAN
DIAMETER OF PIPE + 6"
NOTES: T
1. FITTING FLANGE BOLTS SHALL
REMAIN FREE OF CONCRETE °
2. DO NOT BACKFILL UNTIL
CONCRETE HAS SET FOR A P
MINIMUM OF 4 HOURS d_LOt��y�
T
TRUST °•
D. D + 6"
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o f��AND Surveyors:J
Greensboro, NC
C �j ASSOCIATES, Inc. Planners Richmond, VA
END OF PAVEMENT, SIDEWALK,
STRIPING, OR RETAINING WALL
5/8" DIA. HOLE (2 REQ'D)
DRIVE #4 REBAR 118" LONG
THROUGH EACH HOLE TO
3'-0" SECURE PARKING BLOCK
PAVEMENT AS SPECIFIED
3000 P.S.I. CONCRETE
#4 REBAR (TYP.)
9•
Maw
7"
=IED
PARKING BLOCK SHALL BE
6'-0" LONG.
0
= ANDERSON Engineers Blacksburg, VA
0 AND Surveyors Greensboro, NC
eASSOCIATES, Inc. Planners Richmond, VA
T
FOR DEEP
EXCAVATIONS,
TRENCH MAY BE
WIDENED ABOVE
THIS POINT
PER OSHA
STANDARDS
NOT LESS THAN
6"
NOR MORE THAN
12"
(TYP.)
COMPACTED VDOT #26
OR #57 AGGREGATE
BEDDING
COMPACTED BACKFILL
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.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.:.
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THIS DETAIL APPLICABLE
FOR DEPTHS LESS THAN 14 FEET.
SEE PLANS FOR MODIFICATIONS
IN DEEPER TRENCHES.
la ! ! ENCH i.J�mD
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9LANDERSONEngineers Blacksburg, VA AND Surveyors Greensboro, NC
< ASSOCIATES, Inc. Planners Richmond, VA
1/2" X 2 1/2" STAINLESS STEEL STRA
1 � �
0
SELECTED COMPACTED
BACKFILL
PLACE STONE TO PIPE
SPRINGLINE IF INDICATED
ON PLANS
1/4 PIPE O.D.
4" MIN.
6" MIN. IN ROCK
TRENCH WIDTH
D p v 30' MINIMUM
NOTES:
1. FITTING FLANGE BOLTS SHALL
REMAIN FREE OF CONCRETE
REDUCE "b" DIMENSION IN SOLID ROCK
2. DO NOT BACKFILL UNTIL CONCRETE AS APPROVED BY ENGINEER.
HAS SET FOR A MINIMUM OF 4 HOURS
EXPOSED BOLTS, STRAPS, AND DEPTH OF
NUTS SHALL BE PAINTED WITH b* COVER AS
BITUMA5TIC PAINT SPECIFIED
b
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.'vim\ �\/ \ . . °• - • �- • p .
p ' 2b
STEEL ANCHOR BOLT SIZE
b
dia.
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5/8"
1'-1" to 2'-6"
5/8"
12 3 3/4"
2'-7" to 3'-0"
3/4"
1214 1/2"
3'-1 " to 3'-5"
7/8"
1215 1/4-
PROFILE
* USE "b" VALUES AS SHOWN ON PLAN
ETE
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CREST ANCHORS
0
L ANDERSON Engineers Blacksburg, VA
AND Surveyors Greensboro, NC
Q)
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1 1 /2"R -
le � � �' � W � S5a � i•
..$'r X�•� �i. i . ram.
18"
6"
2"
12"
12"
60" FROM FINISH GRADE NOTE: FOR SPACE DESIGNATED ON PLAN
TO BASE OF SIGN AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE"
SIGN WITH MINIMUM 2" HIGH LETTERING
MOUNTED UNDERNEATH RESERVED PARKING
coLaRs SIGN. SUBMIT SHOP DRAWING.
BORDER - GREEN SIGNS) SHALL BE MOUNTED TO 2"0 STEEL
TEXT - GREEN TUBE, FIELD PAINTED. SET PIPE IN 12"0 BY
WHITE SYMBOL ON 18" DEEP A3 CONCRETE BASE, RECESSED 6"
BLUE BACKGROUND BELOW FINISHED GRADE. COLOR AND PAINT
10
L? BACKGROUND - WHITE TO BE SELECTED BY ARCHITECT.
Lo
co DIC�tP
s PARKING SIGN
ANDERSON Engineers Blacksburg, VA
/Q� /AND Surveyors Greensboro, NC
< (�y ASSOCIATES, Inc. Planners Richmond, VA Hs—'
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WARNING TAPE AT
6"-12" FOR PVC PIPE
COMPACTED BACKFILL
\/ ....................... "
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NOT LESS THAN 6"
NOR MORE THAN 12"
(TYP.) ('
SELECTED COMPACTED
BACKFILL (I FOR PVC PIPE, PLACE
STONE TO PIPE
SPRINGLIN
COMPACTED VDOT #10 8
OR #26 AGGREGATE 0@
BEDDING OvO O O O
WHERE (� FT4" MIN.
REQUIRED O O O O O 6" MIN. IN ROCK
(SEE SPECS)
THIS DETAIL APPLICABLE
FOR DEPTHS LESS THAN 14 'FEET.
SEE PLANS FOR MODIFICATIQNS
IN DEEPER TRENCHES.,;'', �',
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4 '
ANCHORS SHALL BE SPACED
I; AS SHOWN ON PLAN
1 15# FELT
D D + 4"
1/8" x 2" STAINLESS
STEEL STRAP
i
QONCRETE ANCHOR
(MAY BE PRECAST)
�— 1/8" x 2" STAINLESS
I STEEL STRAP
15# FELT
TRENCH BOTTOM
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1/2- STAINLESS STEEL R �\\`�
ANCHOR BOLTS EMBEDDED
8" IN CONCRETE \�
>� �•d.UNQISTURBED SOIL
��,• �� ON FACE AND BOTTOM
OF ANCHOR
CONCRETE PER
SPECIFICATIONS
EM—Q .
FOR SLOPES OVER 20%
Surveyors Blacksburg, VA :.,.
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II
III—III=III
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AM000 2000 III=1
OR EQUAL —I�I
II.
6" VDOT 21B COMPACTED SUBGRADE
COMPACTED SUBBASE
y
REGULAR PAVEMENT
FOR PARKING AREAS
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3" VDOT BM-2
GEOTEXTILE
OR EQUAL
8" VDOT 21B
COMPACTED SUBBASE
2" VDOT SM-2A
HEAVY DUTY PAVEMENT
FOR HEAVY TRAMC AREAS
0
0
0
d/1Q�ANNDERSON Surveyors
Blacksburg, VA
o Surve ors Greensboro, NC
< ASSOCIATES, Inc. Planners Richmond, VA
COMPACTED SUBGRADE
ANDERSON Engineers
AND Surveyors
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project no.
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GALV, AIRCRAFT CABLE
II II
MULCH (COMP ACTED) WITHIN
x 3 ZINC r'�'- LATED TURNBUCKLE
4'-0" OF TREE RING
E3ACKFILL MIX W1 FERTILIZER
REMOVE WIRE AND FABRIC
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E3URLAP FROM ROOT BALLS
SIZE PER TREE SIZE
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4" SAUCER FINISH GRADE
TO RETAIN WATER
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—i --- �---'�.f`�f.�1..\^
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FIRE FIGHTING �\
TRAINING FACILITY
PARKING
1
permanent seeding/sprigging
(16) NEW 2 1/2"C. 5'-6' ht., WHITE PINE
(PINUS ATROBUS) rN 40' O,C.,
TYPICAL NORTH PROPERTY \
4 0'
TYPICAL
'. � 15' BUILDING SETBACK UNE
(9) NEW 2 1/2"C. 5'-6' ht.
(PINUS ATROBUS ��,. y6'� FUTURE T
AT 4p' O )- W NITE PINE HOUSING
N CENTER \ \ `,\ 6-s o�ry—unit
SUPPLEMENTAL SCREENING 1-_ a:
I7-tr I-IANtNI 5HALL OCCUR AS SOON AS POSSIBLE AFTER FINAL GRADES
HAVE BEEN ESTABLISHED. ALL DISTURBED AREAS OF THE PROJECT SIT WILL BE
TEMPORARILY SEEDED, AND, WHEN DIRECTED BY OWNER, WILL BE PERMANENTLY VEGETATED
TABLE l- TEMPORARY SEEDING APPLICATION
APPLICATION TYPE RATE
PAREy/ -
\ �, `KING
ICONCON
j ^ 307 C. PIPE
(4) NEW 1 3/4"C.I4'-5' ht,
(PINUS ATROBUS);! WHITE PINE
PARKING LOT TREES
LIME AGRICULTURAL LIMESTONE 2 TONS/ACRE
FERTILIZER 10-20-20 FERTILIZER 1450 LBS/ACIRE
SEED MIXTURE GERMAN MILLET oO LBS/ACRE (SUMMER MONTHS)
OR ANNUAL RYEGRASS 60 LBS/ACRE (LATE FALL OR EARLY WINTER)
OR CEREALE RYE 100 LBS/ACRE (LATE FALL OR EARLY WINTER)
MULCH STRAW 2,000 LBS/NACRE
TABLE 2, PERMANENT SEEDING APPLICATION
APPLICATION TYPE RATE
LIME AGRICULTURAL LIMESTONE 2.0 TONS/ACIRE (SANDY SOILS)
3.0 TONS/ACRRE (CLAYEY SOILS)
FERTILIZER 10-10-10 FERTILIZER 1?00 LBS/ACRE
SEED MIXTURE TALL FESCUE 100-120 L55,/ACRE
MULCH STRAW 2,000 L55/A1CRE
existing
2-story unit
1
existing
2-story unit
existing
2-story unit
10�KING
Renlona� Jell
existing
2-story unit
N 'ri
3 KtNG -
Y ii -
(3) NEVV 1 1/2"C. 8'-9' ht.
1 (ACER RUBRUM), RED MAPLE
{
ACCESS EASEMENT PARKING L O T TREES
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NOT*-:'
PERMANENT SEEDING SHALL TAKE PLACE AFTER THE FINAL CONSTRUCTION PHASE
15 ACCOMPLISHED OR THE MASS GRADED SITE IS STABLIZED, WHICHEVER OCCURS FIRST.
THE SEEDING I ILL BE COORDINATED WITH OTHER CONSTRUCTION ACTIVITIES.
ER05ION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEARING WHERE -
POSSIBLE OR IMMEDIATELY AFTER CLEARING AS THE WORK AREA IS GRADED
AND THE DRAINAGE PATTERNS AND 5TORMJATER RUNOFF CONTROL FEATURES
ARE ESTABLISHED,
j
I
existing. I�-
1-story ur...
existing
2-story Byrn
existing
1-story ullit
BUILDING
NI
NEW
rA KiNG
'`- APPROX!
III TREE LINE
(4) NEW 1 3/4"C. 4'-5' ht.
(PINUS ATROBUS), WHITE PINE
PARKING LOT TREES
-----
EXIST. BLUSTERS
OF 2) WHITE PINES
TO REMAIN
(5) E W
3 1/ "C., 8'-10' ht.
Lo WHI E OAK
(QU RCVS ALBA)
TYP CAL AT AVON ST,
PR PERTY LINE
EXIST. LUSTERS OF
(6) WHI E PINES AND
(4) WHITE OAK
TO RE AIN
co
EXIST. 1CLUSTERS OF
(4) WH TE PINES TO
REMAI
landscaping plan
1" - 40'
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date: 1 1 /04/97
project no. 9603
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