HomeMy WebLinkAboutSDP200700071 Plan - Approved 2007-08-31PROJECT SUMMARY NOTES
1. 0 WNER
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VIRGINIA 229022
2. ARCHITECT.
ANHOLD ASSOCIATES, PLC,
8311 ROCKFISH GAP TRNPKE
GREENWOOD, VIRGINIA 22943
434 - 882 -3420, DANHOLDOCSTONE. NET
3. STRUCTURAL ENGINEER.
PINNACLE ENGINEERING
3 BOAR'S HEAD LAND
CHARLOTTESVILLE, VA 22903
434 - 245 -5100
4. SURVEYOR:
TOM LINCOLN LAND SURVEYOR, INC.
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA
434 - 974 -1417
GENERAL PROJECT NOTES
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE
CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE
BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND
THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE
CONDITIONS.
2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND
CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION.
THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND
WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL
NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS,
SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY.
4. ALL CONFLICTING SURFACE AND SUB - SURFACE STRUCTURES, UTILITIES, AND
OBSTRUCTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROTECT EXISTING
SUB- SURFACE UTILITIES AND STRUCTURES AS NECESSARY. IF DAMAGED, REPAIR OR REPLACE
AT NO COST TO THE OWNER. ALL CONFLICTING CONDITIONS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY.
5. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS
WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY
ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED,
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER.
6. SAWCUT, TO FULL DEPTH, ALL PAVEMENTS TO BE DEMOLISHED. ALL DEBRIS SHALL BE
IMMEDIATELY REMOVED AND DISPOSED OF LEGALLY OFF -SITE BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND /OR ADJUSTING ALL
EXISTING SITE FEATURES AS NECESSARY FOR PROPOSED CONSTRUCTION.
COUNTY ENGINEERING & GENERAL CONSTRUCTION NOTES
I. PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED BY THE OWNER FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SEDIMENT CONTROL. MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING, OR OTHER CONSTRUCTION WORK. ALL E a S MEASURES SHALL BE
INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS Of THE LATEST
EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HAND900K.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, LIMED AND SODDED AS TO
ESTABLISH A PERMANENT STAND OF GRASS. SEE SITE PLAN FOR PROPOSED GRADING.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
6. UNLESS OTHERWISE NOTED ALL CONCRETE DRAINAGE PIPE SHALL BE REINFORCED CONCRETE
PIPE - CLASS 111. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY.
SITE NO7FS:
1. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL SITE IMPROVEMENTS SHALL BE
VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD BY A SURVEYOR LICENSED TO
PRACTICE IN THE STATE OF VIRGINIA. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS
AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES
WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY TO HAVE ALL
UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNWG ANY WORK.
3. PROJECT BENCHMARKS SHALL BE AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY
VERTICAL ELEVATIONS AND HORIZONTAL CONTROL BEFORE BEGINNING ANY CONSTRUCTION.
4. BEFORE ANY CONSTRUCTION IN THE PUBLIC RIGHT -OF -WAY, THE CONTRACTOR SHALL OBTAIN
ALL NECESSARY PERMITS FOR SAID CONSTRUCTION ACCORDING TO VDOT REQUIREMENTS.
5. ALL DRAINAGE STRUCTURES SHALL HAVE POSITIVE SLOPE TO THE DRAIN INLET. ALL
PAVEMENTS, LAWNS, AND OTHER SURFACES SHALL HAVE POSITIVE DRAINAGE WITH NO PUDDLING
OR PONDING OF WATER OCCURRING ON ANY SURFACES.
6. ALL EXCAVATIONS FOR UNDERGROUND PIPE INSTALLATION, SHORWVG, AND SLOPES SHALL
COMPLY WITH ALL OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY AND ALL OTHER LOCAL,
STATE AND FEDERAL CONSTRUCTION STANDARDS AND /OR REQUIREMIMITS.
7. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY /ALL NECESSARY
PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION
PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES
OPERATING IN THE PROJECT AREA.
8. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE, VDOT, AND
ACSA THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION
AUTHORITIES AT ALL PHASES OF WORK.
9. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE
SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND RESEEDING ALL DISTURBED
GRASS AREAS.
MINT SPRINGS VALLEY PARK
FISHING ACCESSIBILITY IMPROVEMENTS
ALBEMARLE COUNTY, VIRGINIA
RFQ #:
COUNTY OF ALBEMARLE, VIRGINIA
Department of General Services
401 McIntire Road
Charlottesville., Virginia 22902
ANHOLD ASSOCIATES, PLC
Site Design Landscape Architecture Planning
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434 - 882 -3420 DANHOLD@CSTONE.NET
AUGUST 24, 2007
FINAL STYE PLAN
SITE
RAILROAD AVE.
ROAD
WN
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3- NOTCH'D RD
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HALF -MILE CROZET AVE.
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MILLER SCHOOL
1 -64 ROAD
RT 250
PLANNING DEPARTMENT
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1
INSPECTION DEPARTMENT
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SERVICE AUTHORITY
ENGINEERING DEPARTMENT
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VIRGINIA DEPARTMENT OF TRANSPORTATION
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BO RD ARCHITECTURAL REVIEW
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S -2 SITE PLAN & DETAILS
S -3 PIER FRAMING PLAN, ELEVATIONS, a SITE DTLS.
S -4 PIER FRAMING PLAN a ELEVATIONS
S -5 EROSION CONTROL PLAN
IV DAVID T. ANHOLD
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01 - SITE PLAN
SCALE: /" = 20'
ANHOL D
ASSOC/A TES
LAMDSCAPE ,ARCHrTECTS
SITE DESIGNERS
AMD PL.4Af\FRS
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SITE DESIGNERS
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DAVID T. ANHOLD
CERTIFICATE No.
000311
Gfro _
IdNDSCteB
X44
DATE:
JUNE 20, 2007
REVISION:
AUG. 24, 2007
SCALE
AS NOTED
SHEET TITLE:
SITE PLAN 8R DETAILS
SHEET No.:
S-2
SHT. 2 OF 5
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DAVID T. ANHOLD
CERTIFICATE No.
000311
Gfro _
IdNDSCteB
X44
DATE:
JUNE 20, 2007
REVISION:
AUG. 24, 2007
SCALE
AS NOTED
SHEET TITLE:
SITE PLAN 8R DETAILS
SHEET No.:
S-2
SHT. 2 OF 5
1x6 TREX DECKING,
TYPICAL \
I—
I
t 2X12 16" O.C. TYPICAL
2X12 BLOCKING, TYP.
i
4X6 RAILING POSTS,
TYPICAL
6' TYPICAL 6' TYPICAL
12' REGULAR RAILING BAY
2X12 16" O.C. TYPICAL
i
10X10 POST WITH 3' SO. CONCRET
FOOTING TYPICAL, SEE SECTION
12' HC RAILING BAY
2X12 I6" 0. C. TYPICAL-
i
ZE Nm
5 -2x12 BEAM, TYPICAL
12' HC RAILING BAY
73' -10" FRAMING
73' –ll" DECKING
A) _ P197D Alrl 1 CDAMIAIr` DI AAI
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7' -2 " DECKING
7' -1 " FRAMING
U U
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CONCRETE RETAINING
WALL, SEE SECTION
r2"
4X4 RAILING POSTS,
TYPICAL
2X8 BLOCKING AT
GANGWAY, TYPICAL
2X12 16" O.C. TYPICAL-
12' HC RAILING BAY
o
C
2-4X4 RAILING POSTS, FASTEN
SCALE: 318"0'
rn n
CARRIAGE BOLTS
TOP OF WALL SHALL MATCH
D Go
ELEV. OF DECKING.M'
2X6 HORIZONTAL RAILINGS
2 3
PAVEMENT, SEE DETAIL
c
TOP OF DECKING
F.F. ELEV. =949.00'
2X12 LEDGER BOARD,
N
FINISHED GRADE
FASTEN TO CONCRETE
WALL
1
N
REINFORCED CONCRETE
RETAINING WALL
2X12 f 16' OC WITH
VERTICAL REBAR - #t4 •
I1"
I
t 2X12 16" O.C. TYPICAL
2X12 BLOCKING, TYP.
i
4X6 RAILING POSTS,
TYPICAL
6' TYPICAL 6' TYPICAL
12' REGULAR RAILING BAY
2X12 16" O.C. TYPICAL
i
10X10 POST WITH 3' SO. CONCRET
FOOTING TYPICAL, SEE SECTION
12' HC RAILING BAY
2X12 I6" 0. C. TYPICAL-
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5 -2x12 BEAM, TYPICAL
12' HC RAILING BAY
73' -10" FRAMING
73' –ll" DECKING
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7' -1 " FRAMING
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r2"
4X4 RAILING POSTS,
TYPICAL
2X8 BLOCKING AT
GANGWAY, TYPICAL
2X12 16" O.C. TYPICAL-
12' HC RAILING BAY
o
C
5' -94'
REGULAR RAILING
N
1
1/4'•I' MIN. SLOPW
ON 100 % COMPACTED SUBGRADE
NOTES:
I. APPLY TACK COAT ON TOP OF
GRAVEL BEFORE APPLYING ASPHALT.
04 - ASPHALT SIDEWALK
SCALE: 1 -112" = P -0"
4 IN. CONCRETE PAVEMENT.
SEE PLANS FOR EXACT
LAYOUT & ELEVATIONS. 6 0X6" 10/10 WOVEN WIRE
MESH REINFORCEMENT
VARIE
0 l /4'•I' MIN. SLOPE
y n
2-4X4 RAILING POSTS, FASTEN
SCALE: 318"0'
TO 2X12 FRAMING WITH 518'
5' -94'
REGULAR RAILING
N
1
1/4'•I' MIN. SLOPW
ON 100 % COMPACTED SUBGRADE
NOTES:
I. APPLY TACK COAT ON TOP OF
GRAVEL BEFORE APPLYING ASPHALT.
04 - ASPHALT SIDEWALK
SCALE: 1 -112" = P -0"
4 IN. CONCRETE PAVEMENT.
SEE PLANS FOR EXACT
LAYOUT & ELEVATIONS. 6 0X6" 10/10 WOVEN WIRE
MESH REINFORCEMENT
VARIE
0 l /4'•I' MIN. SLOPE
y n
REGULAR RAILING
5 -2XI2 BEAM 1 12' O.C.
LAMINATE WITH 2 ROWS OF
2X6 TYPICAL 3/4' DIA. BOLTS • 16' O.C.
4X4 POST, 2X12 DECK JOISTS •
TYPICAL ;0 16' O.C. WITH JOIST
HANGE
5 / REX DECKING
t 2X12 I6" O.C. TYPICAL
2X12 BLOCKING, TYP.
HANDICAP ACCESSIBLE
FISHING RAILING
2X4, TYP.
4X4 POST, TYP.
2X4 CURB AT ACCESSIBLE
RAILING ONLY
1x12 FASCIA BOARD, AT
ALL VISIBLE SIDES o 0 0 0
o o r 0 _ .
PROPOSEDGRADE
SIMPSON
11'
COLUMN CAP WITH
SCREWS, TYPICAL. ,
10X10 WOOD POST, TYPICAL.
REINFORCED CONCRETE FOOTER.
CREATE 'ROCK SOCKET FOR
BOTTOM OF FOOTER IF ROCK IS
ENCOUNTERED.
3 - NO. 5 REBAR, EACH WA
TYPICAL
VDOT EC -1 RIP RAP
BANNS PROTECTION
UNDER DOCK
REINFORCED CONCRETE FOOTER.
CREATE ROCK SOCKET FOR BOTTOM
OF FOOTER IF ROCK IS ENCOUNTERED.
4 IN. COMPACTED 21 -A GRAVEL
ON 100% COMPACTED SUBGRADE
NOTES:
1. 3,000 PSI CONCRETE WITH AIR- ENTRANEMENT.
2. PROVIDE 112" EXPANSION JOINT AT ALL
ABUTTING CONCRETE OR MASONRY SURFACES.
05 - CONCRETE SIDEWALK
SCALE: 1 -112" = V -0"
03 - TYPICAL PIER GANG-WAY SECTION
SCALE: 318" = V-0"
6'
6X6 POST WITH P -3" DIA. CONCRETE xt-
FOOTING O 2' DEPTH. TYPICAL AT EL
GANGWAY CONNECTION. D
G
2
i
IOXIO POST WITH 2' -6" SO.
CONCRETE FOOTING TYPICAL. SEE D
TYPICAL SECTIONS
6'
2X12 LEDGER BOARD, ATTACH OUTSIDE RAILING POSTS TOATTACHEDTOCONC.
CONCRETE ENDWALL WITH TWO 112" DIA.,WALL, SEE SECTION STAINLESS STEEL, THREADED RODS, TYPICAL.
IMBED RODS 6 IN. INTO CONCRETE WALL
TREX DECKING WITH 112"
OVERHANG AT EDGE, TYP.
oo
0 2X12 FASCIA AT PERIMETER,I
TYPICAL
2 -2X12 JOISTS AT 1x6 TREX DECKING,N I I - -- PERIMETER, TYPICAL TYPICAL
2X12 16m O.C.
DECKING EDGE WITH
VERHANG, TYPICAL
12' HC RAILING BAY-
3 - NO. 5 REBAR, EACH WA
TYPICAL
a
1
v
i
2 -2X12 JOISTS AT 4X4 RAILING POSTS,
PERIMETER, TYPICAL TYPICAL
2X12 FASCIA AT PERIMETER, TYPICAL
12' REGULAR RAILING BAY Il"
0
0 0
2X6, TYP. .I
0
N
TOP OF DECKING
OVERHANG TYP. ELEV. =949.00'
0
2 -2X12 WITH SIMPSON HANGERS. FASTEN POSTS TOV
2X12 WITH TWO 518' CARRIAGE BOLTS, TYPICAL.
J FASTEN POSTS TO BEAM WITH ONE 3/4' CARRIAGE
BOLT, TYPICAL.
2X8 LATERAL BRACES AT BOTH
SIDES OF POST, TYPICAL. FASTEN
WITH SCREWS.
EMERGENCY SPILLWAY
ELEV. = 944.75'
RISER INLET, STANDING
POOL ELEV.= 944.40'
2X10 LONGITUDINAL CROSS- BRACES AT
FRONT a BACK OF POSTS, TYPICAL.
APPROXIMATE EXISTING
GRADE.
CONTRACTOR TO
VERIFY EXACT CONDITIONS.
FOOTER EXCAVATION SHALL BE INSPECTED AND
APPROVED BY OWNER'S GEOTECHNICAL ENGINEER
PRIOR TO CONCRETE INSTALLATION.
UL - I TVILAL VItN St(; IIUN
SCALE: 318" = I' -0"VIAAC -110 '6rz
ANHOLD
ASSOC /A TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8.511 ROCKFISH GAP Tftw.
GREEN10000, VMANWA 22943
MWA 434.882.3420
VOICE /FA 54 0.456.6422
DAMOLDICSTOMEAET
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DAVID T. ANHOLD'
CERTIFICATE No. v
a 000311
Cl414
LANDSCAPE' A~
DATE:
JUNE 20 2007
REVISION:
AUG. 24, 2007
SCALE
AS NOTED
SHEET TITLE:
PIER FRAMING PLAN,
ELEVATIONS,
AND SITE DTLS.
SHEET NO.:
S -3
SHT 3 OF 5
2 IN. COMPACTED, SM -9.5A ASPHALT
PAVEMENT. SEE PLANS FOR EXACT
LAYOUT 8 ELEVATIONS.
2-4X4 RAILING POSTS, FASTEN
TO 2X12 FRAMING WITH 518'
CARRIAGE BOLTS
TOP OF WALL SHALL MATCH F.F.
ELEV. OF DECKING.M'
2X6 HORIZONTAL RAILINGS
ADJACENT CONCRETE 5/4 TREX DECKING
PAVEMENT, SEE DETAIL
TOP OF DECKING
F.F. ELEV. =949.00'
2X12 LEDGER BOARD,FINISHED GRADE
FASTEN TO CONCRETE
WALL 3 .
REINFORCED CONCRETE
RETAINING WALL
2X12 f 16' OC WITH
VERTICAL REBAR - #t4 •JOIST HANGERS
16' O.C., EACH FACE
2 -2X12 ALONG BOTH
HORIZ. REBAR: # 0 12'SIDES WITH IX12
D.C., EACH FACE FASCIA I
HORIZ. REBAR:
T 3 3-*S
2' -6'i
REGULAR RAILING
5 -2XI2 BEAM 1 12' O.C.
LAMINATE WITH 2 ROWS OF
2X6 TYPICAL 3/4' DIA. BOLTS • 16' O.C.
4X4 POST, 2X12 DECK JOISTS •
TYPICAL ;0 16' O.C. WITH JOIST
HANGE
5 / REX DECKING
t 2X12 I6" O.C. TYPICAL
2X12 BLOCKING, TYP.
HANDICAP ACCESSIBLE
FISHING RAILING
2X4, TYP.
4X4 POST, TYP.
2X4 CURB AT ACCESSIBLE
RAILING ONLY
1x12 FASCIA BOARD, AT
ALL VISIBLE SIDES o 0 0 0
o o r 0 _ .
PROPOSEDGRADE
SIMPSON
11'
COLUMN CAP WITH
SCREWS, TYPICAL. ,
10X10 WOOD POST, TYPICAL.
REINFORCED CONCRETE FOOTER.
CREATE 'ROCK SOCKET FOR
BOTTOM OF FOOTER IF ROCK IS
ENCOUNTERED.
3 - NO. 5 REBAR, EACH WA
TYPICAL
VDOT EC -1 RIP RAP
BANNS PROTECTION
UNDER DOCK
REINFORCED CONCRETE FOOTER.
CREATE ROCK SOCKET FOR BOTTOM
OF FOOTER IF ROCK IS ENCOUNTERED.
4 IN. COMPACTED 21 -A GRAVEL
ON 100% COMPACTED SUBGRADE
NOTES:
1. 3,000 PSI CONCRETE WITH AIR- ENTRANEMENT.
2. PROVIDE 112" EXPANSION JOINT AT ALL
ABUTTING CONCRETE OR MASONRY SURFACES.
05 - CONCRETE SIDEWALK
SCALE: 1 -112" = V -0"
03 - TYPICAL PIER GANG-WAY SECTION
SCALE: 318" = V-0"
6'
6X6 POST WITH P -3" DIA. CONCRETE xt-
FOOTING O 2' DEPTH. TYPICAL AT EL
GANGWAY CONNECTION. D
G
2
i
IOXIO POST WITH 2' -6" SO.
CONCRETE FOOTING TYPICAL. SEE D
TYPICAL SECTIONS
6'
2X12 LEDGER BOARD, ATTACH OUTSIDE RAILING POSTS TOATTACHEDTOCONC.
CONCRETE ENDWALL WITH TWO 112" DIA.,WALL, SEE SECTION STAINLESS STEEL, THREADED RODS, TYPICAL.
IMBED RODS 6 IN. INTO CONCRETE WALL
TREX DECKING WITH 112"
OVERHANG AT EDGE, TYP.
oo
0 2X12 FASCIA AT PERIMETER,I
TYPICAL
2 -2X12 JOISTS AT 1x6 TREX DECKING,N I I - -- PERIMETER, TYPICAL TYPICAL
2X12 16m O.C.
DECKING EDGE WITH
VERHANG, TYPICAL
12' HC RAILING BAY-
3 - NO. 5 REBAR, EACH WA
TYPICAL
a
1
v
i
2 -2X12 JOISTS AT 4X4 RAILING POSTS,
PERIMETER, TYPICAL TYPICAL
2X12 FASCIA AT PERIMETER, TYPICAL
12' REGULAR RAILING BAY Il"
0
0 0
2X6, TYP. .I
0
N
TOP OF DECKING
OVERHANG TYP. ELEV. =949.00'
0
2 -2X12 WITH SIMPSON HANGERS. FASTEN POSTS TOV
2X12 WITH TWO 518' CARRIAGE BOLTS, TYPICAL.
J FASTEN POSTS TO BEAM WITH ONE 3/4' CARRIAGE
BOLT, TYPICAL.
2X8 LATERAL BRACES AT BOTH
SIDES OF POST, TYPICAL. FASTEN
WITH SCREWS.
EMERGENCY SPILLWAY
ELEV. = 944.75'
RISER INLET, STANDING
POOL ELEV.= 944.40'
2X10 LONGITUDINAL CROSS- BRACES AT
FRONT a BACK OF POSTS, TYPICAL.
APPROXIMATE EXISTING
GRADE.
CONTRACTOR TO
VERIFY EXACT CONDITIONS.
FOOTER EXCAVATION SHALL BE INSPECTED AND
APPROVED BY OWNER'S GEOTECHNICAL ENGINEER
PRIOR TO CONCRETE INSTALLATION.
UL - I TVILAL VItN St(; IIUN
SCALE: 318" = I' -0"VIAAC -110 '6rz
ANHOLD
ASSOC /A TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8.511 ROCKFISH GAP Tftw.
GREEN10000, VMANWA 22943
MWA 434.882.3420
VOICE /FA 54 0.456.6422
DAMOLDICSTOMEAET
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DAVID T. ANHOLD'
CERTIFICATE No. v
a 000311
Cl414
LANDSCAPE' A~
DATE:
JUNE 20 2007
REVISION:
AUG. 24, 2007
SCALE
AS NOTED
SHEET TITLE:
PIER FRAMING PLAN,
ELEVATIONS,
AND SITE DTLS.
SHEET NO.:
S -3
SHT 3 OF 5
2 IN. COMPACTED, SM -9.5A ASPHALT
PAVEMENT. SEE PLANS FOR EXACT
LAYOUT 8 ELEVATIONS.
WOOD CONSTRUCTION NOTES:
1. ALL LUMBER USED IN THE CONSTRUCTION SHALL BE SOUTHERN PINE NO.1
GRADE OR BETTER.
2. ALL WOOD SHALL BE PRESSURE TREATED. PRESSURE TREATMENT SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF AWPA. CONTRACTOR SHALL
SUPPLY THE ARCHITECT AND OWNER WITH A CERTIFICATE OF TREATMENT
FROM THE TREATMENT PLANT.
3. ALL WOOD PIERS AND PIER CROSS BRACING SHALL BE PRESSURE TREATED
WOOD USE CATEGORY DESIGNATION UC4C FOR LAND AND FRESH WATER
PIL] NGS.
4. ALL FRAMING WOOD, FASCIA, RAZING POSTS, RAILING S, AND OTHER WOOD
SHALL BE PRESSURE TREATED WOOD USE CATEGORY DESIGNATION UC4B FOR
GROUND CONTACT IN SEVERE ENVIRONMENTS.
5. ALL CONNECTORS, POST CAPS, AND HANGERS, SHALL BE STAINLESS STEEL.
6. ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL. ALL NAILS SHALL BE
RING SHANK OR SPIRAL SHANK.
ALL DECKING MATERIAL SHALL BE 5/4" TREX MATERIAL OR APPROVED EQUAL.
03 7' -2 " DECKING -
S 7' -14 " FRAMING
2X12 I6" O.C. TYPICAL
2X12 BLOCKING, TYP.
Ifll i
I
iwi
1x6 TREX DECKING, 4X6 RAILING POSTS,
TYPICAL TYPICAL
6' TYPICAL 6' TYPICAL
ll 12' REGULAR RAILING BAY 12' HC RAILING BAY
37'-10w FRAMING —
2X12 LEDGER BOARD, ATTACHED
TO CONC. WALL, SEE SECTION
CONCRETE RETAINING
WALL, SEE SECTION
4X4 RAILING POSTS,
TYPICAL
2X12 BLOCKING AT
GANGWAY, TYPICAL 10X10 POST WITH 2' -6 SO.
CONCRETE FOOTING TYPICAL, SEE
TYPICAL SECTION. \
an11=IQI MISS Bill I.
Ivl-
2X12 16m O.C. TYPICAL ,•
If-2X12 BLOCKING, TYP. I !
ANHOLD
ASSOC /A TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AHD PLAIWrERS
8,311 ROWISN GAP TAVW.
GREEW", Vl/ AWA 22943
MWALE. 434.882.3420
VOIcE / 540.456.6422
DAm%vLDICSTaw.IET
IOXIO POST WITH 3' SO.
O CONCRETE FOOTING TYPICAL, SEE
N TYPICAL SECTION
12' REGULAR RAILING BAY
4X4 RAILING POSTS,
TYPICAL
5 -2x12 BEAM, TYPICAL
01 - PIER NO. 2 FRAMING PLAN
SCALE: 318'= V -0"
REGULAR RAILING AREA,
APPROXIN
FINISHED
AT POST!
SCALE: 318'= P - 0'
2x4 CURB AT ACCESSIBLE HANDICAP ACCESSIBLE
REGULAR RAILING AREA, HANDICAP ACCESSIBLE REGULAR RAILING AREA,
P OF DECKING
V. = 949.00'
8 LATERAL BRACING
BOTH SIDES OF
ST, TYPICAL.
RISER INLET, STANDING
POOL ELEV. = 944.40'
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P OF DECKING
V. = 949.00'
8 LATERAL BRACING
BOTH SIDES OF
ST, TYPICAL.
RISER INLET, STANDING
POOL ELEV. = 944.40'
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JOB No.:
DAVID T. ANHOLD
o .-
c.
CERTIFICATE No.
000311
1ANDSCA4t
4G
DATE:
JUNE 20, 2007
REVISION:
AUG. 24, 2007
REGULAR RAILING,
TYPICAL.
p OF DECKING
V. = 949.00'
8 LATERAL BRACING AT BOTH
ES OF POST, TYPICAL.
APPROXIMATE FINISH
GRADE AT POSTS.
ELEVA
RISER INLET, STANDING
POOL ELEV. = 944.40'
10 IN. SO. WOOD POST
CONCRETE RETAINING
WALL AT GANGWAY
PIER NO. I AND NO. 2 TYPICAL SIDE ELEVA
SCALE: 318"= 1' -0"
2X8 LATERAL BRACING AT
BOTH SIDES OF POST.
RISER INLET, STANDING
POOL ELEV. = 944.40'
10 IN. SO. WOOD POST WITH IOX10
LONGITUDINAL CROSS BRACING
FRONT & BACK
APPROXIMATE FINISHED GRADE.
E &S STONE NOT SHOWN.
SCALE: 318"= 1' -0"
SCALE
AS NOTED
SHEET TITLE:
PIER FRAMING PLAN
AND ELEVATIONS
SHEET No.:
S -4
SHT. 4 OF 5
ATTACH OUTSIDE RAILING POSTS TO
CONCRETE ENDWALL WITH TWO 112' DIA.,
STAINLESS STEEL, THREADED RODS, TYPICAL.
IMBED RODS 6 IN. INTO CONCRETE WALL
1x6 TREX DECKING,
TYPICAL
6X6 POST WITH V -3" DIA.
CONCRETE FOOTING. 2' DEPTH
2X12 FASCIA AT PERIMETER,
TYPICAL
2 -2XI2 JOISTS AT
Ivl— PERIMETER, TYPICAL
I _
I I --
I
2/
I
TOP OF DECKING
F.F. ELEV. = 949.00'
REGULAR RAILING AREA,
o ,onil— •
3 rn
3
LONGITUDINAL CROSS BRACING BRACING AT FRONT OF POST, BRACING AT BACK OF POST,
FRONT & BACK TYPICAL. TYPICAL.
LONGITUDINAL CROSS BRACING BRACING AT FRONT OF POST, BRACING AT BACK OF POST,
FRONT & BACK TYPICAL. T YPI CAL.
0
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DAVID T. ANHOLD
o .-
c.
CERTIFICATE No.
000311
1ANDSCA4t
4G
DATE:
JUNE 20, 2007
REVISION:
AUG. 24, 2007
REGULAR RAILING,
TYPICAL.
p OF DECKING
V. = 949.00'
8 LATERAL BRACING AT BOTH
ES OF POST, TYPICAL.
APPROXIMATE FINISH
GRADE AT POSTS.
ELEVA
RISER INLET, STANDING
POOL ELEV. = 944.40'
10 IN. SO. WOOD POST
CONCRETE RETAINING
WALL AT GANGWAY
PIER NO. I AND NO. 2 TYPICAL SIDE ELEVA
SCALE: 318"= 1' -0"
2X8 LATERAL BRACING AT
BOTH SIDES OF POST.
RISER INLET, STANDING
POOL ELEV. = 944.40'
10 IN. SO. WOOD POST WITH IOX10
LONGITUDINAL CROSS BRACING
FRONT & BACK
APPROXIMATE FINISHED GRADE.
E &S STONE NOT SHOWN.
SCALE: 318"= 1' -0"
SCALE
AS NOTED
SHEET TITLE:
PIER FRAMING PLAN
AND ELEVATIONS
SHEET No.:
S -4
SHT. 4 OF 5
ATTACH OUTSIDE RAILING POSTS TO
CONCRETE ENDWALL WITH TWO 112' DIA.,
STAINLESS STEEL, THREADED RODS, TYPICAL.
IMBED RODS 6 IN. INTO CONCRETE WALL
1x6 TREX DECKING,
TYPICAL
6X6 POST WITH V -3" DIA.
CONCRETE FOOTING. 2' DEPTH
2X12 FASCIA AT PERIMETER,
TYPICAL
2 -2XI2 JOISTS AT
Ivl— PERIMETER, TYPICAL
I _
I I --
I
2/
I
TOP OF DECKING
F.F. ELEV. = 949.00'
REGULAR RAILING AREA,
o ,onil— •
3 rn
3
LONGITUDINAL CROSS BRACING BRACING AT FRONT OF POST, BRACING AT BACK OF POST,
FRONT & BACK TYPICAL. TYPICAL.
LONGITUDINAL CROSS BRACING BRACING AT FRONT OF POST, BRACING AT BACK OF POST,
FRONT & BACK TYPICAL. T YPI CAL.
DETAL I
SECTION 8-0
1
204 STONE FOR EROSION CONTROL
245 VVAW WMIVENT OF TANWIMMION
N 1 "4.01
02 - (OP & RR) OUTLET PROTECTION & RIP-RAP DTL-
SCALE: N. T. S.
03 - (TP) TREE PROTECTION DETAIL
SCALE: N. T. S.
DETAIL 2
0 5
NOTM
14EJZ Raw OSIEMON 8 Is TO GOVOIN THE p"Val"
2. am Wf SECONDW 1111WAL am AWORM& a
TO IN AL I
J. a=kF To ILL E1 COWM S N
THE
3 OR A = ff %aLP MONSOV
TONE
OHOlt MW4 NT.
OLLYER1.
5), Tvpr,& aawam am Olt Mom 90TTOM "T" no mmairON1044L. WARV ranAL
CONSTRUCTION OF A SILT FENCE
CLAW I
WITHOUT WIRE SUPPORT)
1
204 STONE FOR EROSION CONTROL
245 VVAW WMIVENT OF TANWIMMION
N 1 "4.01
02 - (OP & RR) OUTLET PROTECTION & RIP-RAP DTL-
SCALE: N. T. S.
03 - (TP) TREE PROTECTION DETAIL
SCALE: N. T. S.
DETAIL 2
0 5
NOTM
14EJZRaw OSIEMON 8 Is TO GOVOIN THE p"Val"
2. am Wf SECONDW 1111WAL am AWORM& a
TO IN AL I
J. a=kF To ILL E1 COWM S N
THE
3 OR A = ff %aLP MONSOV
TONE
OHOlt MW4 NT.
OLLYER1.
5), Tvpr,& aawam am Olt Mom 90TTOM "T" no mmairON1044L. WARV ranAL
04 - (SF) SILT FENCE DETAIL
SCALE: N. T. S.
jN)
0
0
CD
0
i
L.L. ut:NO: -
Dffi.: DOUBL.
HOPF, H! DFNS!",Y
SYC SYCAMORE
qbc)1 1 OP BACK OF CURES 96c.
VV, P. 7 *I-11TE PINE --
BENCHMARK 1S A BENCHTIF SE
4 - 956.23
i N A !6" WHITE PINE ON 1 NORTH SIDE.
T 'cFLI'VATION- 963.79
4
7f3Rk, -
i!t95367
5.r P.TBC
EXKTING PAVED PARK16W. P AAtA SHALLiifW,P. -
p
4.85
SHALL
W. P.
95 -- j'FUNCTION AS CONSYPUCTION ENTR*CE
Aio
G NIC) 14; W. P W.P. 12" _,W$ .30
955.27 (D 0-1wo 5
W. P AS18'
14 W, P.
963 r9 CD 14;,,vvi5, 16" W F'
Q56 3115 '0
0
W, P.12 16W. P.
12' W
16"1 -9 0 A, 8
E)Q - ftT9'0#v , P.14' Mrl.14' w
D- 2 4 VV P,
vv. P.D w P.
18" P 14" Wp -',*V95704FABIE
00 18 W. E3 T H,12p95 950" i I7.79 (D
0
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03
LIMITS OF
LIMITt OF GRADING
GRADI
Ale
94
14" Cyc
0
0
A 'H
N
INV I
945-
INV IN
945 71
4f
LIMITS OF 1 ly Oul
GRADING 4
EXI,'
V 0 U T TEM447*1
TMP 55
COUNTY OF AL.BEMARLE
D-15. 15 300 P '354
Q
J,
2. 4 '
9118. 36
8" IhEA)
4-
946. 0ot / /
949.
14
OP
0
20 0 20 40 60
Q/ - SITE PLAN
SCALE: /"= 20'
4 3
949.29
0
EDGE OF WATER
935
i
LAKE SHALL FUNCTION AS
Y SEDIMENT BASIN DURING
CONSTRUCTION
I-AKE
ANHOLD
ASSOCIA TES
L00SCWT ARCHITECTS
SITE WS#GtKWS
AW R-~RS
Olt R=Fof GAP TOW
GM&MOW, YMMA 22943
ALE: 434.
VoicElFAx 540.456.6422
DAMOOLD00TONEAET
CONSTRUCTION OF A SILT FENCE
WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4'*X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
MAX.
oil
0,00
FLOW
4 . '
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
o Jill
PLOW
am
SHEET FLOW INSTALLATION
PERSPECTIVE VIEW)
r
t8
U)
POINTS A SHOULD BE HIGHER THAN POINT B.
LLJ
DRAINAGEWAY INSTALLATION
FRONT ELEVATION)
04 - (SF) SILT FENCE DETAIL
SCALE: N. T. S.
jN)
0
0
CD
0
i
L.L. ut:NO: -
Dffi.: DOUBL.
HOPF, H! DFNS!",Y
SYC SYCAMORE
qbc)1 1 OP BACK OF CURES 96c.
VV, P. 7 *I-11TE PINE --
BENCHMARK 1S A BENCHTIF SE
4 - 956.23
i N A !6" WHITE PINE ON 1 NORTH SIDE.
T 'cFLI'VATION- 963.79
4
7f3Rk, -
i!t95367
5.r P.TBC
EXKTING PAVED PARK16W. P AAtA SHALLiifW,P. -
p
4.85
SHALL
W. P.
95 -- j'FUNCTION AS CONSYPUCTION ENTR*CE
Aio
G NIC) 14; W. P W.P. 12" _,W$ .30
955.27 (D 0-1wo 5
W. P AS18'
14 W, P.
963 r9 CD 14;,,vvi5, 16" W F'
Q56 3115 '0
0
W, P.12 16W. P.
12' W
16"1 -9 0 A, 8
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D- 2 4 VV P,
vv. P.D w P.
18" P 14" Wp -',*V95704FABIE
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0
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03
LIMITS OF
LIMITt OF GRADING
GRADI
Ale
94
14" Cyc
0
0
A 'H
N
INV I
945-
INV IN
945 71
4f
LIMITS OF 1 ly Oul
GRADING 4
EXI,'
V 0 U T TEM447*1
TMP 55
COUNTY OF AL.BEMARLE
D-15. 15 300 P '354
Q
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2. 4 '
9118. 36
8" IhEA)
4-
946. 0ot / /
949.
14
OP
0
20 0 20 40 60
Q/ - SITE PLAN
SCALE: /"= 20'
4 3
949.29
0
EDGE OF WATER
935
i
LAKE SHALL FUNCTION AS
Y SEDIMENT BASIN DURING
CONSTRUCTION
I-AKE
ANHOLD
ASSOCIA TES
L00SCWT ARCHITECTS
SITE WS#GtKWS
AW R-~RS
Olt R=Fof GAP TOW
GM&MOW, YMMA 22943
ALE: 434.
VoicElFAx 540.456.6422
DAMOOLD00TONEAET
Joe No.:
71'* 10 - 7
IV DAVID T. ANHOLD
CERTIFICATE No.
000311
ZANDSCk?'-
DATE:
AUG. 24, 2007
REVISION:
SCALE
As NOTED
SHEET TITLE:
EROSION CONTROL PLAN
SHEET No.:
S-5
SHT. 5 OF 5
SECTION A-ASECTIONA-A
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71'* 10 - 7
IV DAVID T. ANHOLD
CERTIFICATE No.
000311
ZANDSCk?'-
DATE:
AUG. 24, 2007
REVISION:
SCALE
As NOTED
SHEET TITLE:
EROSION CONTROL PLAN
SHEET No.:
S-5
SHT. 5 OF 5
SECTION A-ASECTIONA-A