HomeMy WebLinkAboutSDP200400081 Plan - Approved Final Site Plan and Comps. 2005-01-28CODE INFORMATION, - (VA USBC 1994)
BUILDING PLANNING
USE GROUP - A-4 CHURCH
CONSTRICTION TYPE - 3B
HEIGHT LIMITATION - 9 STORY & 30 FT
AREA LIMITATION - 14,400 S F
ADDITION HEIGHT - 26-19', 2 STORY W/ PARTIAL BASEMENT
EXISTING AREA (GROSS FOOTPRINT) - 4,750 SF
ADDITION AREA (GROSS FOOTPRINT- 5,892 SF
TOTAL NEW AREA (GROSS FOOTPRINT) - 10,642SF
ADDITION PERIMETER - 350 LF
NO AREA I NCREASE TAKEN PER TABLE 503
FIRE PROTECTION,,
EXTERIOR WALLS, - NON-COMBUSTIBLE
INTERIOR WALLS - N/A
ROOF - NIA
EXTERIOR OPENING PROTECTIVE.
UNPROTECTED OPENING ALLOWED - 25% MAX
UNPROTECTED OPENING PROVIDED - 20%
FIRE SEPARATION ASSEMBLIES -
EXIT ENCLOSURES - I HOUR
OTHER SHAFTS - I HOUR
FIRE AREA SEPARATIONS - 2 HOURS
STORAGE > 50 5 F BUT < 100 SF - I HOUR
EXIT ACCESS CORRIDORS - I HOUR
ALL OTHER CONSTRUCTION - NOWRATED
FIRE SUPPRESSION SYSTEM - NOT REQUIRED
(2) HOUR FIRE AREA SEP ARATION PROIADED BETWEEN
ADDITION AND CONNECTING LINK TO SEPARATE BUILDINGS
FIRE EXTINGUISHERS PROVIDED
CODE ENFORMATION LICONTINUED)
MEANS OF EGRESS
OCCUPANCY LOADS:
BASEMENT - NO CHANGE
I ST FLOOR EDUCATION, - 3,421 / 20 172 MAX.
2ND FLOOR ASSEMBLY = 520 MAX. FIER SP 03-062
TOTAL EGRESS WIDTH fSTAIR & DOORS/CORRIDORS):
BASEMENT - N/A
I ST FLOOR - N/A & 34.4'
2ND FLOOR - 9d'& 64"
NUMBER OF EXITS REOU11RIED / PROVIDED:
BASEMENT - NO CHANGE
IST FLOOR - 2 / 2
2ND FLOOR - 2 / 2
MAX. EXIT TRAVEL DISTANCE - 72' (200; REQU4RED)
DEAD END CORRIDOR EXIT PROVIDED T14RU I ST FLOOR
CLASSROOMS
CODE MODIFICATION GRANTED FOR EXTERIOR UNPROTECTED
EXIT STAIR
ACCESSIBLE ENTRANCE REQUIRED, I PROVIDED - 1 2
ADDITION DESIGN LOADS
5 EE STRUCTURAL S14EETS S 1.0 1 & S 1.02
DESIGNIBUILD NOTE
PLUMBING, ELECTRICAL, FIRE ALARM,,& HVAC SYSTEMS
ARE TO BE CONSTRUCTED AS DES"IGN/BUILD SYSTEMS. SYSTEMS
SHALL BE PROVIDED COMPLETE ANIDFULLY OPERATIONAL. AS A
MINIMUM THEY SHALL MEET APPLICABLE BUILDING AND LIFE
SAFETY CODES UNDER VA USBC 1996. EACH SYSTEM
DESIGNER/INSTALLER MUST COORDINATE WITH THE GENERAL
CONTRACTOR AND OTHER PROJECT SUB -CONTRACTORS.
INFOMATION PERTAINING TO THIL
,ESE SYSTEMS IS SHOWN TO
INDICATE MINIMUM SPECIFIC DESIGN REQUIREMENTS - NOT TO
INDICATE COMPLETE SYSTEMS.
1. SEE PLAN FOR TREES TO BE PRESERVED AND PROTECTED, LIMITS OF CLEARING AND GRADING AND LOCATION Of
PROTECTIVE FENCING.
2. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE CLEARLY WITH PAINT OR RIBBON ATA HEIGHT CLEARLY 'VISIBLE
TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEG[ N� UNTIL THE TREE MARKING HAS BEEN INSTALLED
BY THE CONTRACTOR ANDINSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
3. HEAVY EQUIPMENT, VEHICULAR TRAFFIC. AND THE STORAGE OF CONSTRUCITON MATERIALS AND SOIL SHALL NOT BE
PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED.
4. COORDINATE TEMPORARY EROSION CONTROL AND STORMWATER MANAGEMENT MEASURES SO THEY DO NOT
P
-LY AFFECT TREES TO BE RESERVED AND PROTECTED.
ADVERSE
5. RRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OFANY TREES ON SITE.
-D V4 E OUTSIDE DRIP -LINE OF TREES TO BE PRE$ VED AND
6. TOXIC MATERIALS SHALL NOT BE STORE THIN 100 FEET FO TH
PROTECTED,
7. NOLAND DISTURBING ACTIVITY SHALL BEG -IN UNTIL THE TREI: PROTECTIVE FENCING HAS BEEN INSTALLED BY THE
CONTRACTOR AND INSPECTED AND APPROVED BY THE COUN'�*Y ENGIN EERIING DEPARTMEN1.
8. WHENTRENCHING FOR ANY KIND OF UNDERGROUND WAT_R,_SEWER, ELECTRICAL, CABLE, TELEPHONIE,OR OTHER
UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OFTREE PROTECTIONOR BEYOND THEL"ITSOFCLEAR-IN_G.THii
E
SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED FO THE FURTHEST EXTENT POI TUNNIaING SHALL BE
REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THEAT T11ENCH-ING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS
OF TREES TO BE PRESERVED AND PROTECTED.
9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROO1 SYSTEM Ci ANY TREE TO BE PRESERVED AND PROTECTED SHA LL BE
- r CONT
REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICI:S IN THE EROSION & SEDIMEN ROL HANDBOOK.
S1
EST 0 T EE SF ECIALI
CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFE,SIONAL FOR ER R R
10� SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERN'ED ANI� !-1ROTECTED, SHALL
BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY I ('" OVER THE ROOT ZONE, THE BAR SH;\11 BE DRIVEN 17'
DEEP AND MOV ED BACK AND FORTH I N EACH HOL L U NTIL THE �011_ IS LOOSENED.
11. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF TH ETEN 1,ORARY I-ROSION CONTROL PLAN MJ ASURES REMOVED
DURING THE FINAL CLEAN UP.
THIS IS AN INDEX Of BID ALTERNATES, SEE PLANS AND PROJECT MANUAL FOR MORE
SPECIFIC INFORMATION.
BID ALTERNATE #I. DIG OUT AND INSTALL NEW WATERPROOFING AND WINDOW WELLS
ALONG NORTH SIDE OF EXISTING EDUCATION BUILDLING.
BID ALTERNATE 02' NOT USED.
1010 ALTERNATE ft FURNtSH ALL KITCHEN AND LAUNDRY APPLIANCES, (BASE BID -
OWNER WILL FURNISH ALL APPLICANCES AND CONTRACTOR WILL INSI
111,11DALTERNATEft COST DEDUCTION TO DELET, E CENTER KITCHEN ROLLING ISLA ND
COUNTER.
DID,AMRN,ATE#S, CONTRACTOR MAY FURNISH AN ALTERNATE PRICE TO PROVIDE
INSULATED CONCRETE FORM (ICFJ EXTERIOR WALLS WHERE CONCRETE MASONRY
CONSTRUCTION IS; INDICATED. SUBMIT PROPOSED ICF MANUFACTURER, FORM
INSULATION THICKNESS AND R -VALUE. ALTERNATE I'CF COST SHALL INCLUDE TOTAL COST
IMPACT TO THE BASE BID RESULTING FROM AN ICF INSTALLATION, INCLUDING
MECHAI41CAL, ELECTRICAL, WATERPROOFING, FRAMING AND FINISH TRADES. ALL
INTERIOR FACES TO BE SHEATHED W/ GPDW. EXTERIOR FENESTRATION TO BE AS
INDICATED,. IF THIS OPTION -IS SELECTED BY THE OWNER, REVISED DETAILS AND PLANS WILL
BE PROVIDED AS REQUIRED BY THE CONTRACTOR.
'Now Conswafto
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SHEET WHERE SECTION IS LOCATEL
DRAWING NUMBER COLUMi, BU B,Lt,,,. AND GR1 LINES
SECTION
MATCH LINE
MATCH UNE
DRAWING NUMBER SEE 021A2,03
D ETAIL
SHEET WHERE DETAIL 15 LOCATED
DRAWING NUMBER
SHEET WHERE ELEVATION IS LOCATED
ELEVATION
ELEVATION INDICATOR
J
Albemarle County Engineering
General Construction Notes for Site Plans
1. Prior to any construction within any existing public right-of�-way, including
connection to
any existing road, a permit shot] be obtained from the Virginia. -I Department
of
Transportation (VDOT). This plan as drawn may not accuratetyr reflect the
requirements
of the permit. Where any discrepancies occur the requirements of the permit
shall
govern.
2. All paving, drainage related materials and construction methods shall
conform to current
specifications and standards of VD,OT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance
with the approved
erosion control plan and shall be installed prior to any clearinj,, grading or
other
construction.
4, All slopes and disturbed areas are to be fertilized, seeded and mulched.
The maximum
allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser
slopes of
3:1 or better are to be achieved.
5. Paved, rip -rap or stabilization mat lined ditch may be requTired when in
the opinion of the
Albemarle County Director of Engineering, or the Directop .... s designee, it is
deemed
necessary in order to stabilize a drainage channel.
6. All traffic control signs shall conform with the Virginia Manual for Uniform
Traffic
Control Devices.
7. Unle5s otherwise noted all concrete pipe shall be reinforced concrete pipe
- Class 111.
8. AII excavation for underground pipe installation must comp.Ey with OSHA
Standards for
the Construction Industry (29 CFR Part 1926).
WINDOW TYPE
06
KEYED NOTES
WALL TYPE INDICATOR
4.4
'"M( 4 TA
DMWPV
I 10 THRID STREET NE
CHARLOTTESVILLE VIRGINIA 22902
434-293-5171
SITE DATA
TAX MAP - 19 PARCEL 17
MAGISTERIAL DISTRICT - WHITE HALL
ZONNING - RA
BUILDING SET BACKS - 75FRONT TOSTATE ROUTES,
20' PARKING SEr, BACK PER SP 03-062
SO'BUILDING SETBACK & 50'EXIS,-nNG VEGIETATION BUFFER
ALONG NORTH BOUNDARY PER SP 03-062.
MAXIMUM NUMBER EMPLOYEES - 8
MAXIMUM PRE-SCHOOL ENROLLMENT - 50 CHILDREN (SP
03-0,63)
EXISTING BUILDING CONSTRUCTION TYPE - 58
PROPOSED ADDITION CONSTUCTION TYPE - 38
MAXIMUM ROOF HEIGHT - 35 FEET (NEW), 41 FEET (EXISTING)
DATUM REFERENCE BENCHMARK LOCATED ON SHEET C1.01
PROJECT AREAS
TOTAL SITE AREA - 7.28 ACR ME APPROX. FOR CHURCH USE
LOT
EXISTWG SITE AREAS (,"F
PARKING & ROADS - 47,407
BUILDINGS & STRUCTURES - 8,653
WALKS & PLAY COURTS - 5,595
OPEN SPACE [TREES & LAWN) - 255,46,215,96 ACRES)
80�49% OF TOTAL SITE AREA
IMPERVIOUS COVER - 61,655
PROPOSED SITE AREAS LIFJ
PARKING & ROADS - UNCHANGED
BUILDINGS & STRUCT11RES - 12,746
WALKS & PLAY COi - 7,668
OPEN SPACE (TREES & LAWN); - 20,297 (5,32 ACRES)
78,61 % OF TOTAL SITE
IMPERVIOUS COVER - 67,820
EXISTING BUILDINGAREAS
LOWER LEVEL - 4,576 SF
FIRST FLOOR - 4,750 Sf (GROSS FOOTPRINT)
SECOND FLOOR - 2,752 SF
TOTAL - 12,1078 SF
SANCTUARY OCCUPANCY - 175 MAXIMIJIm
SDP - 04-081
CIVIL ENGINEER
MUNCASTER ENGINEERNG
1740 LAMBS ROAD
CHARLOTTESVILLE, VIRGINIA 22901
434-978-7879
SITE DATA (CONT.)
AD,D1,TIQN D�ATA
BUILDING AREAS
BASEMENT - 354 SF
I ST FLOOR - 5,892 SF
2ND FLOOR - 5,718 SF
TOTAL i-1,964 SF
MAIN ADDITION I I 4'x 46'= 5,244 SF
CON NiECTOR 24! x 27' = 648 SF
FELLOWSHIP HALL 66'x 44� + PLATFORM 3,168 SF
3168 SF / 12 SF PER PERSON - 2,64 DINING OCCUPANCY
FELLOW- SHIP HALL MAXIMUM OCCUPANCY = 320 PER SP'
03-062
PARKING
E
1,40 N W PARKING IS PROPOSED. (6), SPACES WILL BECOME
NEW ENTRY DROP-OFF.
MAXIMUM PARKING REQUI RED BY COUNTY (175 13) = 58
PARKING 'PROVIDED = 63
THE PROPOSED PLAN ATTEMPTS TO MAINTAIN AS MANY
EXISTING MATURE TREES A6, POSSIBLE, NO ADDITIONAL
I.ANDSCAPfNG IS PROPOSED AS PART OF THIS SITE
DEVELOPMENT. LANDSCAPING WILL BERYOWNER.
LANDSCAPE PLAN WAIVER REQUESTED PER 32.7.9.3,
LANDSCAPE PLAN WAIVER GRANTED, 04-23-04.
PER THE WAJVER - THE OWNER SHALL REPLACE ANY TREES
THAT DIE OR ARER EMOVED WITHIN 20 FEET OF PROPOSED
CONSTRUCTION
SITE IS LOCATED WITH IN THE RIVANNA RESERVOIR
WATERSHED.
SITE IS NOT LOCATED WITHIN A 1,00 YEAR, FLOOD PLAIN
LIMIT.
NO NEW POLE LIGHTING PIRPOPOSED AT THIS TIME.
19) WALL MOUNT 39W FLUOR. BlUILDING MOUNTED EGRESS
LIGHTS ARE SHOWN AT EXIT DOORS. LIGHTS SHINE DOWN
ONLY. RECH SED DOWNLIGHTS ARE PROVIDED IN THE
CANOPY ROOF WHICH ARE SHEILDED, BY SURROUNDING
ARCHITECTRUAL BEAMS AND ROOFOVERHANG. THE
SPILLOVER OF LIGHTING ONTO PUBLIC ROADS AND
PROPERTY SHALL NOT EXCEED j FOOT CANDLE. No
FIXTURE EMITS MORE THAN 3,000 INITIAL LUMENS,
OUTSIDE PLAY AREA HAS NO LIGHTING PER SP 03-063
SI(L-3NATURE PANEL
PLANNING /Z KA I Adr
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ZON114G
ENGNEERING
1-t- �_x
BUILDING
FIRE OFF]
CIAL A
VDOT
SERVICE AUTHCAITY /-V-
HEALTH DEPARTMENT., ILA 1'012,! 2 1, 0 5 t
DERS
DEX A. SAN ARCHITECT, PC
16102 RACCOON FORD ROAD
CULPEPER, VIRGINIA 22701
540-829-259'0
SHEET DRAWING TITLE
�0.01 COVER SHEET
SITIE PLAN
-:2.01 EROSION CONTROL PLAN & DETAILS (SUBMITTED 03-26-04)
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ROOF FRAMING PLAN & DETAILS
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Al -02
2ND FLOOR PLAN & WALL TYPES
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ENLARGED PLANS - KITCHEN & TOILET
ACOUSTICAL If
I A2.02
STAIR SECTIONS & DETAILS
A4.01
BUILDING ELEVAT, IONS & WINDOW SCHEDULE
RIGID 1,1SULATION
A5�01
BUILDING SECTIONS
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ELECTRICAL PLANS - POWNER
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SHEET WHERE SECTION IS LOCATEL
DRAWING NUMBER COLUMi, BU B,Lt,,,. AND GR1 LINES
SECTION
MATCH LINE
MATCH UNE
DRAWING NUMBER SEE 021A2,03
D ETAIL
SHEET WHERE DETAIL 15 LOCATED
DRAWING NUMBER
SHEET WHERE ELEVATION IS LOCATED
ELEVATION
ELEVATION INDICATOR
J
Albemarle County Engineering
General Construction Notes for Site Plans
1. Prior to any construction within any existing public right-of�-way, including
connection to
any existing road, a permit shot] be obtained from the Virginia. -I Department
of
Transportation (VDOT). This plan as drawn may not accuratetyr reflect the
requirements
of the permit. Where any discrepancies occur the requirements of the permit
shall
govern.
2. All paving, drainage related materials and construction methods shall
conform to current
specifications and standards of VD,OT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance
with the approved
erosion control plan and shall be installed prior to any clearinj,, grading or
other
construction.
4, All slopes and disturbed areas are to be fertilized, seeded and mulched.
The maximum
allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser
slopes of
3:1 or better are to be achieved.
5. Paved, rip -rap or stabilization mat lined ditch may be requTired when in
the opinion of the
Albemarle County Director of Engineering, or the Directop .... s designee, it is
deemed
necessary in order to stabilize a drainage channel.
6. All traffic control signs shall conform with the Virginia Manual for Uniform
Traffic
Control Devices.
7. Unle5s otherwise noted all concrete pipe shall be reinforced concrete pipe
- Class 111.
8. AII excavation for underground pipe installation must comp.Ey with OSHA
Standards for
the Construction Industry (29 CFR Part 1926).
WINDOW TYPE
06
KEYED NOTES
WALL TYPE INDICATOR
4.4
'"M( 4 TA
DMWPV
I 10 THRID STREET NE
CHARLOTTESVILLE VIRGINIA 22902
434-293-5171
SITE DATA
TAX MAP - 19 PARCEL 17
MAGISTERIAL DISTRICT - WHITE HALL
ZONNING - RA
BUILDING SET BACKS - 75FRONT TOSTATE ROUTES,
20' PARKING SEr, BACK PER SP 03-062
SO'BUILDING SETBACK & 50'EXIS,-nNG VEGIETATION BUFFER
ALONG NORTH BOUNDARY PER SP 03-062.
MAXIMUM NUMBER EMPLOYEES - 8
MAXIMUM PRE-SCHOOL ENROLLMENT - 50 CHILDREN (SP
03-0,63)
EXISTING BUILDING CONSTRUCTION TYPE - 58
PROPOSED ADDITION CONSTUCTION TYPE - 38
MAXIMUM ROOF HEIGHT - 35 FEET (NEW), 41 FEET (EXISTING)
DATUM REFERENCE BENCHMARK LOCATED ON SHEET C1.01
PROJECT AREAS
TOTAL SITE AREA - 7.28 ACR ME APPROX. FOR CHURCH USE
LOT
EXISTWG SITE AREAS (,"F
PARKING & ROADS - 47,407
BUILDINGS & STRUCTURES - 8,653
WALKS & PLAY COURTS - 5,595
OPEN SPACE [TREES & LAWN) - 255,46,215,96 ACRES)
80�49% OF TOTAL SITE AREA
IMPERVIOUS COVER - 61,655
PROPOSED SITE AREAS LIFJ
PARKING & ROADS - UNCHANGED
BUILDINGS & STRUCT11RES - 12,746
WALKS & PLAY COi - 7,668
OPEN SPACE (TREES & LAWN); - 20,297 (5,32 ACRES)
78,61 % OF TOTAL SITE
IMPERVIOUS COVER - 67,820
EXISTING BUILDINGAREAS
LOWER LEVEL - 4,576 SF
FIRST FLOOR - 4,750 Sf (GROSS FOOTPRINT)
SECOND FLOOR - 2,752 SF
TOTAL - 12,1078 SF
SANCTUARY OCCUPANCY - 175 MAXIMIJIm
SDP - 04-081
CIVIL ENGINEER
MUNCASTER ENGINEERNG
1740 LAMBS ROAD
CHARLOTTESVILLE, VIRGINIA 22901
434-978-7879
SITE DATA (CONT.)
AD,D1,TIQN D�ATA
BUILDING AREAS
BASEMENT - 354 SF
I ST FLOOR - 5,892 SF
2ND FLOOR - 5,718 SF
TOTAL i-1,964 SF
MAIN ADDITION I I 4'x 46'= 5,244 SF
CON NiECTOR 24! x 27' = 648 SF
FELLOWSHIP HALL 66'x 44� + PLATFORM 3,168 SF
3168 SF / 12 SF PER PERSON - 2,64 DINING OCCUPANCY
FELLOW- SHIP HALL MAXIMUM OCCUPANCY = 320 PER SP'
03-062
PARKING
E
1,40 N W PARKING IS PROPOSED. (6), SPACES WILL BECOME
NEW ENTRY DROP-OFF.
MAXIMUM PARKING REQUI RED BY COUNTY (175 13) = 58
PARKING 'PROVIDED = 63
THE PROPOSED PLAN ATTEMPTS TO MAINTAIN AS MANY
EXISTING MATURE TREES A6, POSSIBLE, NO ADDITIONAL
I.ANDSCAPfNG IS PROPOSED AS PART OF THIS SITE
DEVELOPMENT. LANDSCAPING WILL BERYOWNER.
LANDSCAPE PLAN WAIVER REQUESTED PER 32.7.9.3,
LANDSCAPE PLAN WAIVER GRANTED, 04-23-04.
PER THE WAJVER - THE OWNER SHALL REPLACE ANY TREES
THAT DIE OR ARER EMOVED WITHIN 20 FEET OF PROPOSED
CONSTRUCTION
SITE IS LOCATED WITH IN THE RIVANNA RESERVOIR
WATERSHED.
SITE IS NOT LOCATED WITHIN A 1,00 YEAR, FLOOD PLAIN
LIMIT.
NO NEW POLE LIGHTING PIRPOPOSED AT THIS TIME.
19) WALL MOUNT 39W FLUOR. BlUILDING MOUNTED EGRESS
LIGHTS ARE SHOWN AT EXIT DOORS. LIGHTS SHINE DOWN
ONLY. RECH SED DOWNLIGHTS ARE PROVIDED IN THE
CANOPY ROOF WHICH ARE SHEILDED, BY SURROUNDING
ARCHITECTRUAL BEAMS AND ROOFOVERHANG. THE
SPILLOVER OF LIGHTING ONTO PUBLIC ROADS AND
PROPERTY SHALL NOT EXCEED j FOOT CANDLE. No
FIXTURE EMITS MORE THAN 3,000 INITIAL LUMENS,
OUTSIDE PLAY AREA HAS NO LIGHTING PER SP 03-063
SI(L-3NATURE PANEL
PLANNING /Z KA I Adr
f
ZON114G
ENGNEERING
1-t- �_x
BUILDING
FIRE OFF]
CIAL A
VDOT
SERVICE AUTHCAITY /-V-
HEALTH DEPARTMENT., ILA 1'012,! 2 1, 0 5 t
DERS
DEX A. SAN ARCHITECT, PC
16102 RACCOON FORD ROAD
CULPEPER, VIRGINIA 22701
540-829-259'0
SHEET DRAWING TITLE
�0.01 COVER SHEET
SITIE PLAN
-:2.01 EROSION CONTROL PLAN & DETAILS (SUBMITTED 03-26-04)
OW
DEVEMPER
CHESTNUT GROVE BAPTIST CHURCH
550 BUCK MOUNTAIN ROAD
EARLYSALLE, VIRGINIA 22936
434-978-3819
E,�RTH
POROUS FILL
CONCRErE
C MU - CONCRETE
WASONRY UNIT
FOUNDATION / FRAMING PLAN
Bk'ICK
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ROOF FRAMING PLAN & DETAILS
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BASE M -ENT & FIRST FLOOR PLANS
Fh,�-ISHED WOOD
Al -02
2ND FLOOR PLAN & WALL TYPES
A2.01
ENLARGED PLANS - KITCHEN & TOILET
ACOUSTICAL If
I A2.02
STAIR SECTIONS & DETAILS
A4.01
BUILDING ELEVAT, IONS & WINDOW SCHEDULE
RIGID 1,1SULATION
A5�01
BUILDING SECTIONS
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A5.02
WALL SECTIONS& DETAILS
LU
A8.01
DOOR SCHEDULE
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FLOOR FI PLANS
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PLUMAIN G RISER DIAGRAM
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MEC7 KtANICAL PLAN$ & EGUIPMENTSCHEDULE
A
E.101
ELECTRICAL PLANS - POWNER
<
E2.01
ELECTRICAL PLANS - LIGHTING & CEILING,
.. . ........
OW
DEVEMPER
CHESTNUT GROVE BAPTIST CHURCH
550 BUCK MOUNTAIN ROAD
EARLYSALLE, VIRGINIA 22936
434-978-3819
E,�RTH
POROUS FILL
CONCRErE
C MU - CONCRETE
WASONRY UNIT
16102 RACCOON FORD RD
CULPEPER, VIRGINIA
-829-2-590
t 540
f 54M9-2591
Bk'ICK
Sl()NE
VI TAL
Fh,�-ISHED WOOD
01 1 n
PLYWOOD
GLASS
ACOUSTICAL If
GPDW - GYPSUM
WALL BOARD
BATT INSULATION
RIGID 1,1SULATION
16102 RACCOON FORD RD
CULPEPER, VIRGINIA
-829-2-590
t 540
f 54M9-2591
DEX A. SANDER:S
Certificate No. 8814
I ' I'll � I
REVISIONS
n6 11 13 03 (PER COMMENTS 11 04 03)
L� 08 17 04 (PER COMMENTS 12 11 031
11 -08-04 (PER COMMENTS 10-2.5-04)
0 1 - 11-05 (PER COMMENTS 11 -23-04)
DRAWN DAS
CHECKED
SCALE -
DATE 10-10-03
PROJECT # CNB - 0220
01 1 n
A
DEX A. SANDER:S
Certificate No. 8814
I ' I'll � I
REVISIONS
n6 11 13 03 (PER COMMENTS 11 04 03)
L� 08 17 04 (PER COMMENTS 12 11 031
11 -08-04 (PER COMMENTS 10-2.5-04)
0 1 - 11-05 (PER COMMENTS 11 -23-04)
DRAWN DAS
CHECKED
SCALE -
DATE 10-10-03
PROJECT # CNB - 0220
ADVANCE MILLS, LAND TR UST 11
ZONING - RA
TM 19-19
FOREST PARCE
714 90 7'W: ti
. . . . . . . . . . . . . .
7T
_j_
cr
PLAN N ?IS Q),
1. REPAIR EXIST. PAVING, WHERE CUT OR DISTURBED BY
CONSTRUCTION ACTIVITIES. THIS SHALL INCLUDE ANY
PAVYNG ON SITE DAMAGED BY CONSTRUCTION AclivMES.
2. REMOVE (6) EXISTING PARKING SPACES AND EXTEN D
NEW CONIC. WALK OUT TO EOP AS INDICATED -
's
3. RAISE TOP OF EXISTING C.B. TO NEW ELEVAT ION. FORM
7Z, N. TIE AS MUCH Of NEW & EXIST,
Rout
V LOCAL DEPRESStO
6(5,3 BUILDING ROOF DRAINAGE FROM NORTH & EAST
NEW 3 PHASE ELEC. PERIMETER OF BUILDING AS FALL WILL ALLOW.
.10 .0-0 SERVICE BY UTILITY COMPANY
4� NEW DRAIN, LINE FROM ADDITION. PROVIDE
7 2
SIgeL, 2 CLEANOUTS AT EACH BEND & 50'OC MAX. SEE CMW, LLC
N I " - : --1w-__.,pv
DESIGN IN PROJECT MANUAL,
LAWSON, HAYWOOD J & ZELIAS
EXIST. CRITICAL ZONING - RA
SLOPE AREAS 5, CAP & ABANDON EXIST. CW SUPPLY LINE FROM EXIST,
If SHOWN 11 -HUS TM 19-18B BUILDING TO PAVILION.
_,_724 - — — — — — FOREST PARCELL
%00,
If
6. DISC. & ABANDON U/G ELEC. CONDUCTOR FEEDING
EL CUIRRIENTLY FED FRO M- EXIST. CHRUCH.
PAVILION PAN
RE -LABEL EXIST, PANEL.
. ij 22 7. CUT PAVING BACK TO EDGE Of NEW LANDSCAPE
AREA. PROVIDE 4" TRICKENED PAVEMENT, ALONG EDGE OF
�Pp z
NEW LANDSCAPE AREA. REMOVE STONE AND PROVIDE
20 NEW WTOPSOIL. LANDSCAPING BYOTHIERS.
DENSELY WOODED DECIIJOUS
�39� 8. NEW CONIC. WALK - EXTEND FROM ADDITION TO NEW
_N1 J'-" E - OF EXIS*niNG PAVEMENT.
IDGE
, to
N, ED
9. LOWER TOP OF WELL TO I'4'ABOVE NEW FINISH
GRADE.
vM/
tRe .&0
ROBERTS, VADA M
ZONING - RA 10. NEW GUARD FENCE BY OWNER.
DENSELY WOOD
16 TM 19-20C
TIE
RESIDENCE 11. NEW 4" PVC UNDERGROUND ROOF DRAINS (rYP),.
INTO SITE DRAINAGE PIPING.
TREEFENCING
AROUND L
IMjiTS F
7,
14
DRAtNFIELD CLEtING
VOLLEYBALL
COURT z
727 1 R", E M : urp, 'A NOTE: NO RIGHT OF WAY
I ICKOR ALONG
663
3_
LINES DISCOVE
�s E OAK 12 RT.
11 Nil /,
24'PINE 2-fMAPL
i i (—_ I I I t I I wa- _�_ — I - 11 2 / I ,
7- 9'IAAFLE 0"PINO/
SITE DEMOLITION PLAN
A -A
J:26 SPACE�)
ING PAVIIMENT
LD 0
, )<, Exls�
P ROPOSED I 6xl 59 PRIMARY 2t FINE ENT 7J 6
SCALE: I" 30'-U'
17",
& SECONDARY DRAIN, IELD L --"BON
Fn 1 79 Sffg DEMOLITION NOTES <vI >
SEE PROJEQ# MANUAL FOR
ENGINEEREP DESIGN +731 *CRY 0
ITRED
w a_[ 7 1 r -M L^ F kJU I t1_J DC 31 1 . ALL WALKS SHOWN DASHED TO BE REMOVED FROM SITE,
1:9 EX
API:3-_�Vf? BY HEALTH Dtf BASKEMALL RED I
�11$ BIO -FILTER NEATLY SAW, -CUT WALKS THAT WILL JOIN NEW WALKS.
7�
m , gA
04� r -um
COURT A 2. REMOVE ALL TREES WITHIN LIMITS OF GRADING &
708 CLEARiNG. NOTE THAT NO BURNING IS PERMITTED ON SITE.
GOAL 7A, 8
72 ALL REMAINING TREES ON SITE TO BE PROTECTED FROM
DAMAGE BY CONSTRUCTION AC77VMES- AS A MfNMUM,
BEFORE GRADING BEGINS, CONTRACTOR SHALL FLAG ALL
PLAS
4? LAMB, WILMER, LJR. TREES TO BE REMOVED AND INSTALL CONSTRUC-11ION
w I 7*'o Tj +TO 301 191+ 71,6 6 ZONING - RA FEN, CING OUT TO DRIP LINE OF ALL TREES TO REMAIN WaHtN
RE:
WWI TAN -SEE 72-5 P & I L TE TM, 19-20D,
MANUAL & fiv RESIDENCE THE LIMITS OF CONSTRUCT70N AND MATFRIAL STAGING,
+73, AK 3. EXISTING U/G TANK TO BE REMOVED BY OTHERS PRIOR
> ui 3
TO, CONTRACT.
4 4. REMOVE EXISTING PAVILION & WALK. REMOVE EXISITNG
r96�
SLAB & GRAVEL & REPLACE W/ MIN. W CLEAN TOPSOIL.
TING CHURCH 5. EXISITNIG FENCE TO BE REMOVED - COORDINATE WITH
A
2 STORY OAK HVAC EQUIPME I NT RELOCATION.
1171A 32 731 1
6. REMOVE EXISTING LIGHT POLE, PULL WIRES &
1716 1718 1.01
---4kY4 V DISCONNECT BACK 70 PANEL. REVISE PANEL LABELING.
r
FOR CU
ITE-OAK11 GAOAGE
172 1 A
722 At LAYOUT
2,CRED C 2" GUNA
i 20-00
EEL X,700 Ilya
+731 Um (911 U/G TE OAK
. ... . . G RA PO
�4^
< rpm PINE +7 1
0 JAZ -24
2
z
0
0 REQUIRED TO BE PROTECTED 'REES TO BE T
BY LAN DSCAPE PLAN WAIVER PRESERVED WELL (ABAND900) 77 11po.
18'WHITEOAK 1694
ITYP') Z 4'W)�LK
J
% 79,4
7V
17 PINE R,2,r E
4dr
725 N L_�*. U?
692
DECK rM �NG
*-A7
4v LIMITS OF C NT
/11�"*l E (37 SI �ESJ
EXISTING PA� S1
I F R AK
E�
I NRED OAK -GRADING
i, �, i, I u
\ )0 sz
16"WHITE PINE .090
� �� � r '�RY vm 'FE FE�qONG_�
OAK i�M
PARSONAGE I z —TR
(SINGLE FAMILY)
�j GAR EXIIAING APPROWAREA OF 14r OAK
INA HeK Y _ES EXIST UVAINFIELD - 688
36A
726 ROCK *BIRCH SAPFL
I 'REMD OA�1( j MOAK TAE
FRED OAK
I TRED OAK I 'PINE F -IF
E DEMUOUS 1-40
> GRASS
DENS LYWOODED, )AR'
"A
686
2C WHITE 0 GRAVEL BOX
'-N K GRMXN EXISTING IN
"I, �146
2,C RED '*_AK I I" N_
EXISTING ITPINE
At " W! ( TREES I 'OAK
I(r WHITE OA�, 01 GRAVEL 2,C/
I all WHITE OAK olr OAK
24- OAK
14V WHITE OAi
MAGNOLIA �IT WHITE OAN'4L -All
24'WHRE OAK L� (�?_ L 24" OAK
zt
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9'OAK
A� - '� �f,, , — — -,- , S,_�_ , -
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ff WHITE OAK 2Cr 3a�'�tmff OA
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IT WHITE OAK
tQ.� W, HlcKcey
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le
12, LOCUST
I T WHITE OAK
I 8')�VHITE OAK
K U'CHENUT 6AK
ITPm
— — — — — — — TWHITE OA
19- HICKORY IrPw
CRIT,1CAL-,SMF`f
RED OAK POWER! A,
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10* MA S_ f pl,
.00
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P
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0 OAKSAP LINGS 5K
O&OA
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WH HFVNUT 001
4 (_4'DIk ROCK Cl�lluo;_LISTSA�PIINGS 19' FIN; ITE OAK EQ..RTiACE 00
W/ TREB
C_�
YE
��dW LINE,& -4%
I TWHITE OAK - 4,tE* R I -1 4" Y�EL S I K'A[UH I LAN't
11��4� lop,
\7,P OST N— USE
3" RED OA�K�
— LIM
53 33'±
W1 DtSH
N4035
4 AOU
0 1 w WHITE OAK
-Alt �JI-4 - t#— N4
_742 684
-ITIGN N 4P4�
f-0 686
\CHESTNUT GROVE BAPTIST
690
--7+el
692 ZONING - RA
CHESTNUT GROVE BAPTIST
N
5y" MIP WAY - RA
NOTE: NO RIGHT Of ZONING TM 19-17
N3027W
-Z -7--709 LINES DISCOVERED TM 19-16A CEMETERY
ri 0`11N 34 ST,
N N5c'_19._-._72J5 -------- AT, E ROUTE 6,64
ONG RT. 664
24" WH [UNTAIN ROAD AL CEMETERY
BUCKMO
STOP LINE
6
-66 tn-'n
DONALD B. CALDWELL
BAILEY, JOHN E & DORTTHY M
ZONING - RA
TM 19-17A
ZONING - RA
TM 19A6B
RESI,0 ENCE
664
RESIDENCE
TIEL. POLE,
A r c hf e c t
16102 RACCOON FORD RD
CULPEPER, VRGINIA
t 540-M-2590
f 540-829-2591
z W
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DEX A. SANDERS
Certificate No. 8814
za
REVISIONS
&_11Ij3-0 3 (PER COMMENTS 11 -04-03)
08-17-04 (,PER COMMENTS 12-11-103)
II-08-04fPERCOMMBMI0-2&04)
0 1-11-05 (PER COMME114TS I I - 4)
DRAWN DAS
SCALE 1" 30'-0"
DATE 10-I'M3,
PROJECT # CN8 - W20
mumm