HomeMy WebLinkAboutSDP200600121 Plan - Approved Minor Amendment 2007-05-30OLD TRAIL
GOLF COURSE CLUB HOUSE SITE PLAN
MINOR SITE PLAN AMENDMENT
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1. ALL MATERIALS AND CONSTRUC LION WI THIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2 LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPAR7MENT OF TRANSPORTATION PRIOR TO BEGINNING
ANY CONSTRUCTION WITHIN THE EXISTING STA 7E MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
J. WDOT IS TO RECEIVE WRITTEN N071FICA77ON 48 HOURS PRIOR TO COMMENCING WITH /N177AL CONSTRUCTION ACVI77ES
4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL
FEDERAL, STATE AND LOCAL AGENCIES.
5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT
ED/7706 OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN 0 RKSHEET
APPENDIX /V SHALL BE INCLUDED W►TH THE /N177AL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED
SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE.
6. THE CONTRACTOR SHALL VERIFY THE ELEVA77ONS OF ALL POINTS OF CONNEC71ON OR PROPOSED WORK TO EXIS77NG CURBS, SANITARY
LINES, WA 7FRL/NES, ETC. , PRIOR TO CONSTRUCTION.
7 UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADE OR OTHER ROADWAY CONSTRUCTION PURPOSES,
THE CONTRACTOR SHALL IMMED/A TEL Y CONTACT A GE07ECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCA VA TED BELOW
PLAN GRADE AS DIRECTED BY THE GEOTECHN/CAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTE'O IN ACCORDANCE
WITH CURRENT VDOT SPECIFICATIONS
8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13.
9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTW -C- 76. PIPE W TH /N
THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPEC /F7CA RONS
10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE N077F7ED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CER77FICA 77ON AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS
11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED J,000 PSI).
12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT
ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
• ALL DR/ VEWA Y ENTRANCE CULVERTS ARE TO BE 15' DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE -1
PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO
BE INSTALLED WTHIN FIVE (5) FEET OF PROPERTY CORNER.
• VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS THE SAW CUT77NG REMOVAL
OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER.
CONTACT VDOT FOR INSPEC77ON 48 HOURS PRIOR TO ENTRANCE INSTALLATION.
13. THE DEVELOPER L5 RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS
14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED
TO VDOT P 'JR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND /OR
THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR RENEW AND APPROVAL BY THE RESIDENT ENGINEER.
15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMED/A TEL Y IF LOCA 77ON OR ELEVA 77ON IS DIFFERENT FROM THA T
SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND /OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THIS PLAN,
CALL MISS U77LITY OF CENTRAL VIRGINIA AT 1 -800- 552 -7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION
OF ANY U77LITY WITHIN EXIS77NG AND /OR PROPOSED RIGHT OF WAY REQUIRED BY 774E DEVELOPMENT.
16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND /OR
LOCA TED A MINIMUM OF 5.5' BEHIND THE DI TCH LINE ON OPEN DI TCH STREETS
17 CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES
18. THE INSTALLA 77ON OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR
TO THE PLACEMENT OF AGGREGA TE BASE COURSE.
19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CR17ERIA OR WHEN
DITCH SLOPES ARE LESS 7HAN 0.75% WHERE DI TCH SLOPES EXCEED 5. OX THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND
SEDIMENT CONTROL MEASURES IN AN A TTEMPT TO ACHIEVE CHANNEL STABILIZA 77ON WHILE ACKNOWLEDGING THA T ADDI7ONAL PA VED
DITCH LININGS MA Y BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STA TE HIG-lWA YS PA VED
ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS
20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
FACIL171ES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM.
21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL.
22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPEC77ON (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE
BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPEC77ON 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGA TE
BASE COURSE(S).
23. A PRIME COAT SEAL BETWEEN THE AGGREGA TE BASE AND BI TUM/NOUS CONCRETE WILL BE REQUIRED AT 774E RA TE OF
a 30 GALLONS PER SQUARE YARD (REC -250 PRIME COA T) PER VDOT STANDARDS AND SPEC/F/CA 77ONS
24. THE SCHEDULING OF AGGREGA TE BASE /NSTALLA 77ON AND SUBSEQUENT PA WNG AC77VI TIES SHALL ACCOMMODA TE FORECAST
WEATHER CO.NO177ONS PER SEC77ON 315 OF THE ROAD AND BRIDGE SPEC /F7CA 77ONS.
25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, 7EMPLATF AND PERFORMED THE REQUIRED FIELD
INSPEC77ON (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPEC77ON FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICA 77ON OF THE SURFACE COURSE(S).
26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNC77ON WITH FINAL PAVEMENT
DESIGNS. ALL PAVEMENT DESIGN RECOMMNNDA 77ONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT ED177ON
OF 7HE PA VEMEN T DESIGN GUIDE FOR SURD/ VISION AND SECONDARY ROADS IN VIRGINIA.
27 A GE07E'CHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CER77FY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.
28. ALL VEGETA 7101V AND ORGANIC MA TER/AL MA TER/AL IS TO BE REMOVED FROM THE RIGHT OF WA Y LIMITS PRIOR TO COND1770NING
OF THE SUBGRADE.
29. CER 77FICA 77ON AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH
THE ROAD AND BRIDGE SPEC/FICA T7ONS, AND ROAD AND BRIDGE STANDARDS
30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL /NSTALLA77ON AND /OR MO0IF/CA77ON
UPID£R AN ACCOUNT RECEIVABLE WITH VDOT
31. THE NECESSITY AND LOCH 77ONS FOR ADDITIONAL VDOT STANDARD UNDERDRA/NS TO BE DETERMINED AT THE TIME OF
SUBGRADE /NSP£C770N.
32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING /MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE
IS A PREREOUIS17E FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUC770N WITHIN VDOT
MAINTAINED RIGHT OF WAY.
33. VDOT SHALL BE PROVIDED DOCUMENTA77ON THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT
DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE.
34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD.
35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL
BE STAKED ONLY ON ONE SIDE. 774E CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION.
ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE.
36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft. /ft.
37 WHERE A TYPE 'B' NOSE IS SPECIFIED ON AN INLET IN CONJUNC7701V WITH ROLL FACE CURB AND GUTTER OR CG -7,
THERE SHALL BE A 20' TRANS17701V ON EACH SIDE OF 774E INLET.
ALBEMARLE COUNTY,
VIRGINIA
WHITEHALL DISTRICT
SHEET INDEX:
SHEET TITLE
COVER SHEET
SHEET NO.
......................1
SITE PLAN SHEET 2
LANtt.APE PLAN . ............................. . L1
CROZET
PROFOSZO
� RD
UPPa'R
PROfYISI&D
THIS BOLLARD
FIELD
it N
FUTURE'
VILLAGE um"
l'
CL'NT�'R Cr'NTrR
PROMSZO
PIrSTL'RN
.4VXAVr FUTURE'
SUBDIVISION
10'ev P1 ENT TO CHARLO WLLE
70 WAY E . ' �� RTc 250
T o
rp
�iVj�s Cy,�R�o
VICINITY MAP
SCALE: 1" = 2,000'
APPROVALS
COLLINS ENGINEERING IS NOT
RESPONSIBLE OR LIABLE FOR ANY
CONSTRUCTION OR DAMAGES TO THIS
PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS
PMENT: PLANNING AND ZONING
M M1 I MWi �
1. (REVISIONS TO THE LOCATION OF THE CLUBHOUSE BLDG.
2. (REVISIONS TO THE SIDEWALKS AND CART STAGING AREA.
CURRENT DEVELOPMENT: ENGINEERING (INCLUDES VDOT APPROVAL)
ARB
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF HEALTH
BUILDING OFFICIAL
MARCH MOUNTAIN PROPERTIES L.L.C.
Owner &Developer
NOVEMBER 27, 2006
ZONED: RA RURAL AREAS
MAP #'s: 05500 -00 -00 -08300
l46 COLLINS
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GENERAL NO TES
1. PLANT MATERIAL SIZES ARE TO COMPLY W17H THE LATEST EDITION OF AMERICAN STANDARDS
FOR NURSERY STOCK, PUBLISHED BY 7HE AMERICAN ASSOC/A 77ON OF NURSERYMEN.
2 CONTRACTOR SHALL ASCERTAIN LOCA 77ON OF ALL U77LI PRIOR TO EXCA VA T70N. PRIOR TO
COMMENCING ANY WORK, CONTACT "MISS U77LITY" AT 1 -800- 552 -7001.
J. LANDSCAPE PLAN77NGS AT ENTRANCES/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT
TO INTERFERE WITH SIGHT DISTANCE NEEDS OF 0R /VERS IN THE PARKING AREA AND AT 7HE
EN7RANCE/EXI T LOCA 770NS
4. 7HE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND 7REES 7HA T ARE REQUIRED PER
APPROVED LANDSCAPING PLANS. DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED
DURING 7HE NEXT PLAN77NG SEASON.
5. ALL PLANT MA TERIAL TO BE GUARANTEED DURING INSTALLA 77ON AND UN71L FINAL PROJECT
ACCEPTANCE. ANY PLANT MA 7FR /AL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEAL 7HY
AND IN UNSIGH7L Y C01VDl770N, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL
BE REPLACED /MMEDIA 7E'L Y A T 7HE CON TRACTOR'S EXPENSE.
6. ALL PLANT MATERIAL QUAN77TY COUNTS ON THE PLAN ARE 7HE RESPONSIBILITY OF THE
CONTRACTOR. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR
TO BIDDING.
7 NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY 7HE LANDSCAPE ARCH17ECT AND
ALBEMARLE COUNTY PLANNING DEPARTMENT
8. AMEND TOPSOIL AS NEEDED FOR AZALEA AND RHODODENDRONS
TREE CANOPY CALCULATIONS
A. GROSS SITE AREA: 245,505 SQ. FT.
B. AREA OF BUILDINGS 16,780 SQ. FT
AREA IN PARKING 52,000 SQ. FT
TOTAL = 68,780 SQ. FT.
C. ADJUSTED GROSS AREA:
245,505 SQ. FT. — 68,780 SQ. FT. =176, 725 SQ. FT.
D. PERCENTAGE OF TREE COVER AREA REQUIRED FOR THE
ZONING DISTRICT: 10%= 17,625 SQ. F11
E. AREA WAS PREVIOUSLY 100% FARMLAND
INTERIOR PARKING CALCULATIONS
A. AREA IN PARKING 52,000 SQ. FT
B. PERCENTAGE OF TREE COVER AREA REQUIRED FOR THE
INTERIOR PARKING: 5X=2,600 SQ. FT.
E. TREE COVER PROVIDED:
7,500 SQ. FT. (14%)
0 El U U0D
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION
FENCE ATTACHED TO POSTS (PRE—WEATHERED 111",
GALVANIZED STEEL, IRON OR THICK PVC PLAS77C), AT
LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN
POSTS NO GREATER THAN 6' ON CENTER? EVERY NINTH
POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY
IDENTIFIES THE FENCE AS A TREE PR07EC770V FENCE:
TREE PRO TEC TION FENCE (FOR USE FOR TREE MASSES,
SE TEA CK
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FENCE
TREE
BAR STAKES
JYL
"T" BAR STAKES
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COMPACTION OF SOIL AROUND
"ION EQUIPMENT.
.Z. to r t►VU rtIVUt 1U DRIPLINE AT ALL POINTS (DRIPLINE
IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES)
TREE PRO TEC TION DETAIL (FOR USE FOR SPECIMEN TREES
NO SCALE
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R1OMFARCED RtiNIER HOSE;
ARBOR TAPE; OR NYLON NEBOM
PLAIT rU 47ER14L
Willow Oaks
2X2 HARDWOOD STAKE
cc
PLACE 7W OF ROOT BALL SUQHTLY
W
ABOVE GRADE
Southern Magnolia
SHREDDED HARDWDOV
Crape Myrtles
MULCH (AAW. 4 DEPTH)
�o
(DO NOT
NOT MULCH AGAINST
Schip Laurel
OF
/I U y MEE)
Otto Luykens Laurel
EARTH BERM AROUND BED
Boxwood Green Velvet
DOVE SIRNMGS, NW& BURLAP
Boxwood Green Mound
AW FOP 1/3 OF BALL
Liriope Muscori "Big Blue"
PLANT AN Uh0STURKD WL
COMPACTION OF SOIL AROUND
"ION EQUIPMENT.
.Z. to r t►VU rtIVUt 1U DRIPLINE AT ALL POINTS (DRIPLINE
IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES)
TREE PRO TEC TION DETAIL (FOR USE FOR SPECIMEN TREES
NO SCALE
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L6
PLAIT rU 47ER14L
Willow Oaks
2 -2.5 cal.
Red Maples
2 -2.5" cal.
Sugar Maples
2 -2.5" cal.
Southern Magnolia
7 -8 cal.
Crape Myrtles
6 -8' cal.
Robin Hollies
5 -6' cal.
Schip Laurel
18 -24" cal.
Otto Luykens Laurel
18 -24" cal.
Boxwood Green Velvet
18 -21 " cal.
Boxwood Green Mound
15 -18" cal.
Liriope Muscori "Big Blue"
1 qt. con t.
AR" TAPE OR NYLON NEB WG
PLACE 70P OF ROOT BALL SLIGHTLY
ABOVE GRADE
Sh EDDED HARDWOOD
MULCH (AN. 4" DEPTH)
(DO NOT MULCH AGNNST
l)PUW OF TREE)
EARTH BERM AROUND BALI,
REMOVE BURLAP FROM
TOP 1/3 OF BALL
ORMINAL SO K. AMEND AS
REQUiR£D
A'NEVER CUT
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ORIGNA SOIL , AS REQ UIRED
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SHRUB PLAN77NG DETAIL
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