HomeMy WebLinkAboutSDP200800098 Plan - Approved 2009-05-21Vicinity Map
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General Notes
1. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE
SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL
SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR
DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
2, DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE
ENGINEER.
3. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES.
PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING -MISS UTILITY' (1-800-552-7001).
4. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE
EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY
CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
MONTESSORI
PANTOPS MOUNTAIN
COMMUNITY SCHOOL
Albemarle County, Virginia
PHASE 1 --FINAL SITE DEVELOPMENT PLAN
UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON Standards and Specifications
THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING
CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 1. VIRGINIA DEPARTMENT. OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE
5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SPECIFICATIONS, DATED 1994.
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL 2. VIRGINIA DEPARTMENT OF TRANSPORTATION IV.D.O.T.) ROAD AND BRIDGE
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE STANDARDS, DATED 1993.
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITYARISING
FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER-.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS,
BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAV, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM
THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT).
7. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q. VDOT STANDARD PIPE
BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -Q HIGH DENSITY POLYETHYLENE (HDPE) PIPE.
8. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH
THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE
START OF CONSTRUCTION.
9. THE CONTRACTOR SHALLADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM
THEFTAND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT
THE SITE.
10. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING
CONTRACTOR.
11. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR EPLACEMENTS SHALL BE MADE AS NECF_SSARYAT
NO COST TO THE OWNER.
12. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT,OR
ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED.
13. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER.
PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED ATTHE SITE.
14. AN APPROVED SET OF PLANS AND ALLAPPLICABLE PERMITS MUST BE MAINTAINED AND MADE
AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR
15. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA
OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN
WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
16. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR
SHALL OBTAIN ALL REQUIRED PERMITS.
17. TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL PERMIT
FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED.
18. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR
RELOCATED.
19. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE PAD IS
INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED.
20. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO
THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS ATASINGLE LOCATION. THE
TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TOASINGLE BOX ON
EACH BUILDING.
21. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING
DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANYADDITIONAL FILL MATERIAL THAT NAY BE
NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE DISPOCAL OF
ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO TIE
10 June 2008
Prepared For:
The Montessori Community School of Charlottesville
305 Rolkin Road
Charlottesville, VA 22902
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL
AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, THIRD EDITION, 1992.
4. ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998.
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 SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (MT). THIS PLAN AS DRAWN MAY NOTACCURATELY
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 VDOT 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 CLEARING,
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 BETTERARE TO BE ACHIEVED.
5.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAYBE REQUIRED WHEN IN THE OPINION
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT
IS DEEMED NECESSARY IN ORDER TO STABILIZE DRAINAGE CHANNEL.
6.
AIL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEICES.
7.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -
8. CLASS III.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
9, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926)
10, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED
SP -2009-00001- Special
Use Permit Conditions
1. MAXIMUM ENROLLMENT SHALL BE 300 STUDENTS.
2. DEVELOPMENT OF THE USE SHALL BE: IN CONFORMITY WITH THE 'MONTESSORI PANTOPS
MOUNTAIN COMMUNITY SCHOOL SHEET/ S , P01 -SP -03", PREPARED BY NEAL R. DEPUTY,
ARCHITECTURE 8 MASTER PLANNING, /LAS REVISED JANUARY 16, 2007, AS DETERMINED
BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN
CONFORMITY WITH THE PLAN. DEVELOPMENT SHALL REFLECT THE GENERAL SIZE,
ARRANGEMENT, AND LOCATION OF PROPOSED BUILDINGS A, B. C. D, AND E, CENTRAL
LAWN, AMPHITHEATRE, PLAYGROUNDS AND BALL FIELDS, WOODED NATURAL AREA, AND
PARKING AREAS. MINOR MODIFICATIONS TO THE PLAN WHICH DO NOT CONFLICT WITH
THE ELEMENTS ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING
ORDINANCE.
3. FENCING SHALL BE PROVIDED AT A MINIMUM AROUND THE PERIMETER OF THE CENTRAL
LAWN, LOWER ELEMENTARY PLAYGROUND, AND CHILDREN.S HOUSE PLAYGROUND, OR AT
OTHER LOCATIONS AS REQUIRED BY THE COUNTY TO ENSURE SAFETY OF CHILDREN
ADJACENT TO ROUTE 250 AND ROLKIIN ROAD. FINAL DESIGN OF THE FENCE SHALL BE
SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECTURAL REVIEW BOARD.
HOWEVER, TO ADDRESS SAFETY CONCERNS, THE FENCE DETAILS SHALL INCLUDE:
A. AT LEAST FORTY-EIGHT (48) INCHES TALL;
B. NO MORE THAN A TWO 121 INCH GAP UNDER THE FENCE;
C. OPENINGS SHALL BE SMALL ENOUGH THAT A FOUR (4)INCH SPHERE WILL NOT PASS
THROUGH;
D. NO ORNAMENTAL INDENTATIONS THAT CAN BE USED AS A LADDER;
E. MAXIMUM MESH SIZE FOR CHAIN LINK FENCES IS TWO AND ONE-QUARTER (2-1/4)
INCHES; AND
F. MAXIMUM MESH SIZE FOR DIAGONAL LATTICE FENCES IS ONE AND THREE-QUARTER
11-3/4)INCHES.
4. THE EXISTING CHAIN LINK FENCE SHALL BE REPLACED WITH A NEW FENCE THAT
SATISFIES THE REQUIREMENTS OF THE ARCHITECTURAL REVIEW BOARD BY SEPTEMBER
1, 2009. ALTERNATELY, PLANTING SHALL BE INSTALLED BY SEPTEMBER 1, 2009 THAT
WILL SCREEN THE FENCE FROM THE ENTRANCE CORRIDOR, THAT PLANTING SHALL BE IN
ACCORD WITH AN APPROVED LANDSCAPE PLAN THAT SATISFIES THE REQUIREMENTS OF
THE ARCHITECTURAL REVIEW BOARD.
5. CONSTRUCTION OF PROPOSED BUILDINGS AS SHOWN ON THE CONCEPT PLAN SHALL
COMMENCE ON OR BEFORE MARCH 11, 2015 OR THIS SPECIAL USE PERMIT SHALL EXPIRE.
Site
Specifics/Miscellaneous
2.
NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN.
11.
CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA
3.
NO SEPTIC SETBACK LIMITS AFFECT THIS SITE.
E INEERING \
LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE
1. THERE
ARE
NO WATER BODIES IN THE SITE.
Sewer and Water Main Notes
1. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHOP'TY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING -MISS UTILITY- (1-000-552-7001).
5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT OF COVER MEASURED FROM
THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC.
6. ALL WATERAND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
8. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD.A
MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO
SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE AC.SA AS -BUILT PLAN
CHECKLIST, LATEST EDITION.
9. PRIVATE PRESSURE REDUCING VALVES (PRVS) WILL BE REQUIRED AT EACH BUILDING.
10. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY
SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE.
Approvals
AREAS.
2.
NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN.
11.
CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA
3.
NO SEPTIC SETBACK LIMITS AFFECT THIS SITE.
E INEERING \
LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE
I PE 10 S
DATE
ARCHIT URAL REVIEW BOARD
CONSTRUCTION SITE.
4.
ESTIMATED TRAFFIC GENERATION: 54 PARKING SPACES TO ACCOMODATE STAFF
ALBEM L COUN ERVICE AUTHORITY
DATE
V NIA DEPARTMENT OF TRANSPORTATION
AND VISITORS WAS REQUESTED AND APPROVED AS PART OF SP -2006-00038
12,
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE,CBR
UTILITY DETAILS
ARB FINAL
UTILITY AND SITE DETAILS
TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE
5.
ALL BUILDINGS WILL BE ADA ACCESSIBLE FROM GROUND LEVEL AND WILL HAVE AN
ARB COMMENTS
OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY
SANITARY SEWER
AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION.
-
THE ENGINEER.
PLAN, PHASE 1
SUBMITTAL8.
13.
o- -
8.
NO OUTDOOR LUMINAIRES ARE REQUESTED AT THIS TIME. SHOULD THE NEED ARISE
-Q
ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET
TELEPHONE PEDESTAL
FOR (NATION; EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP
THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE NTH (MANUAL ON
_ _-_-_-_-_
H EMITS 3000
WHICH EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BEA FULL CUTOFF LUMINAIRE
UNDERGROUND ELECTRIC
UNIFORM TRAFFIC DEICES(MUTCD STANDARDS, LATEST EDITION.
)
AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHTAWAY FROM ADJOINING
PHASE
EASEMENT
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
14,
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY
_... ._ _._
I---I._�
RIP RAP
THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY TRAFFIC ENGINEER, THEY ARE
7,
NO OUTDOOR LUMINAIRES ARE REQUESTED AT THIS TIME. SHOULD THE NEED FOR
DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENTACCESS. ALL SIGNS OR
DUAL WATER METER
OUTDOOR ILLUMINATION; THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES
OTHER REGULATORY DEICES SHALL CONFORM TO THEIRGINIA MANUAL FOR UNIFORM
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL DISTRICTS SHALL NOT EXCEED
TRAFFIC CONTROL DEICES, LATEST EDITION.
ONE-HALF 11/2) FOOT CANDLE.
15.
ALL SITE SIGNAGE MUST BE APPROVED CTION BY THE
8.
CRITICAL SLOPES WAIVER HAS BEEN APPROVED AS PART OF SP -2006-00038
ALBEMARLE COUNTY OR CRY OF CHARLOTTEES CHARLOTTESVILLE ONINGTDEPARTMENT.
ON 03/14/07.
Sewer and Water Main Notes
1. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHOP'TY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING -MISS UTILITY- (1-000-552-7001).
5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT OF COVER MEASURED FROM
THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC.
6. ALL WATERAND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
8. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD.A
MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO
SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE AC.SA AS -BUILT PLAN
CHECKLIST, LATEST EDITION.
9. PRIVATE PRESSURE REDUCING VALVES (PRVS) WILL BE REQUIRED AT EACH BUILDING.
10. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY
SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE.
Approvals
bate
EXISTING CONDITIONS AND DEMOLITION PLAN
S
4EPARTMENT OF COVMUNITY DEVELOPMENT
N
DAT
'-
PLA NER/ZONIN
DATE
5
E INEERING \
DAME
$ T of
I PE 10 S
DATE
ARCHIT URAL REVIEW BOARD
AT
05-11 •D9
EPARTMENT OF FIRE AND RESCUE
DATE
ALBEM L COUN ERVICE AUTHORITY
DATE
V NIA DEPARTMENT OF TRANSPORTATION
ATE
KLAL I K UQ1'AK I MCN I
uIA11a
F
61
Sheet Index
COVER SHEET AND NOTES
01
EXISTING CONDITIONS AND DEMOLITION PLAN
02
EROSION AND SEDIMENT CONTROL PLAN
03
LAYOUT AND DIMENSION PLAN
04
GRADING AND UTILITY PLAN
05
LANDSCAPE PLAN
UTILITY PROFILES
06
SITE DETAILS
07
SITE DETAILS
08
LANDSCAPE DETAILS
09
EROSION AND SEDIMENT CONTROL DETAILS
10
11
UTILITY DETAILS
ARB FINAL
UTILITY AND SITE DETAILS
12
13
CISTERN SYSTEM LAYOUT
14
Legend
ITEMXI`- ISTING PROPOSED
BENCH MARK
PROPERTY-RoW LINE
SETBACK LINE
CONTOUR
INDEX CONTOUR
----/ ---.
10
BUILDING
1.
2.
FENCE
SITE REVIEW COMMENTS
GUARD RAIL
PAVEMENT
TREE LINE
3.
10/17/07: FINAL ARB
1/9/08: BOS APPEAL
GAS LINE
COMMENTS4.
WATER MAIN
2/27/08:
ARB FINAL
WATER VALVE
_w_ _ _•_ _ _,_ _
G�•-__w___
6.
STORM SEWER
ARB COMMENTS
SANITARY SEWER
7.
-
INLET
PLAN, PHASE 1
SUBMITTAL8.
MANHOLE
o- -
S
UTILITY POLE
-Q
COMMENTSMMENTS
TELEPHONE PEDESTAL
90.14/100/09:
OVERHEAD ELECTRIC
_ _-_-_-_-_
UNDERGROUND ELECTRIC
---------„�_
OVERHEAD TELEPHONE
PHASE
EASEMENT
___
-------------------
SWALE/DITCH
_... ._ _._
I---I._�
RIP RAP
WATER METER
Q
DUAL WATER METER
PEDESTRIAN PATH
__.
DITCH MATTING
REVISIONS:
1.
2.
5/29/07:
8/20/07:
SITE REVIEW COMMENTS
ARB COMMENTSCL,,,NO.
3.
10/17/07: FINAL ARB
1/9/08: BOS APPEAL
REVIEW SUBMITTAL
REVIEW5.
COMMENTS4.
2/27/08:
ARB FINAL
REVIEW COMMENTS
6.
4/10/08:
ARB COMMENTS
7.
6/10/08:
FINAL SITE
PLAN, PHASE 1
SUBMITTAL8.
9/29/08:
FINAL SITE
PLAN, PHASE 1
COMMENTSMMENTS
90.14/100/09:
FINAL FINAL SITE TE
PPLAN, PHASE 110!°OMMENTS
PHASE
11.
4/28/09:
FINAL SITE
PLAN, PHASE 1
COMMENTS
Survev And Topoeravhv
1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY DOMINION DEVELOPMENT
RESOURCES, LLC, CHARLOTTESVILLE, VA.
2. SURVEY DATUM: ASSUMED DATUM (SW -MOST CORNER OF SITE)
3. BENCHMARK: SW -MOST CORNER OF THE SITE - ELEVATION 102.90
ject Data
NAME OF DEVELOPMENT:
OWNER/DEVELOPER INFORMATION:
TAX MAP AND PARCEL NUMBER:
MAGISTERIAL DISTRICT
TOTAL ACREAGE:
CURRENT ZONING:
SPECIAL USE PERMITS:
ADJACENT PROPERTIES:
PROPOSED USE
SETBACKS:
PARKING SCHEDULE:
IMPERVIOUS AREA:
RESERVOIR WATERSHED:
MAX. NUMBER OF DWELLING UNITS:
GROSS RESIDENTIAL DENSITY:
PERCENTAGE OF OPEN SPACE:
(EXCL. SLOGS, RDS, 8 LOTS)
OPEN SPACE ACREAGE:
NUMBER OF STUDENTS:
MAX. HEIGHT OF ALL STRUCTURES:
MAX. HEIGHT PER COUNTY CODE:
MONTESSORI PANTOPS MOUNTAIN COMMUNITY SCHOOL
THE MONTESSORI COMMUNITY SCHOOL
305 ROLKIN ROAD
CHARLOTTESVILLE, VA 22902
TMP 78-12A
RIVANNA
6.71 AC, LIMITS OF CONSTRUCTION: 1.41 AC
COMMERCIAL OFFICE (CO), SPECIAL USE PERMIT (SUP)
SP-2009-00001(APPROVALDATE: 03/11/09)
TMP 78-11, TMP 78-11A, TMP 78-11B AND TMP 78-12
SCHOOL SUPPORTING TODDLER, ELEMENTARY,
MIDDLE SCHOOL AGE CHILDREN
10' PARKING SETBACK; 30' BUILDING SETBACK
(ADJACENT TO PUBLIC STREETS)
50' BUILDING SETBACK; 20' NO CONSTRUCTION BUFFER
ZONE (ADJACENT TO RESIDENTIAL AREAS)
EXISTING PARKING SPACES = 35
PARKING SPACES REMOVED:4
THEREFORE, TOTAL PARKING SPACES . 31
IF A THE MAXIMUM OF 200 STUDENTS FOR PHASE 1 WERE
REACHED, PARKING REQUIRED WOULD = 18 SPACES
0.417 ACRES
N/A SITE NOT WITHIN RESERVOIR WATERSHED
N/A
N/A
53 % (W/IN L.O.C., PHASE t)
0.75 ACRES (WAN
L.O.C., PHASE 1)
187
2 STORIES (24'-0")
35' TO 65'
11 Sheet No.: 11
01
01 141
Survey Notes
1, WATER AND SANITARY SEWER LINES AND LATERALS LOCATIONS ARE APPROXIMATE ONLY.
ALL WATER AND SEWER LINES THAT ARE SHOWN NOT WITHIN EASEMENTS HAVE NOT BEEN
SURVEY LOCATED, DO NOT USE FOR CONSTRUCTION PURPOSES.
2. ELECTRIC, GAS, TELECOMMUNICATIONS AND CABLE TV LINES ARE NOT SHOWN ON PLANS.
CONTRACTOR MUST CONTACT MISS UTILITY 24-48 HRS BEFORE EXCAVATION, DEMOLITION
OR ANY CONSTRUCTION. MISS UTILITY CAN BE REACHED AT: 1-800-552-7001.
3• BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY: DOMINION DEVELOPMENT
RESOURCES, LLC, CHARLOTTESVILLE, VA. JUNE 7, 2006
4, SURVEY DATUM: ASSUMED DATUM
5, BENCHMARK: SW -MOST CORNER OF THE SITE - ELEVATION 102.90
Demolition Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES
SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED,
2. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION.
3. NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL
BE MADE UPON ANY LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT,
4. NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT.
5. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING
OPERATIONS, MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED,
SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES,
6, TREE PROTECTIVE FENCING SHALL BE PLACED PRIOR TO DEMOLITION AS DEPICTED ON THIS
PLAN, AFTER DEMOLITION IS COMPLETE AND THE GRAVEL IS INSTALLED IN THE PARKING
LOT THE TREE PROTECTIVE FENCING SHALL BE EXPANDED AS SHOWN ON SUBSEQUENT SHEETS.
7. EXISTING GRAVEL PARKING LOT WILL BE RE -CONFIGURED. STORE AND RE -USE EXISTING
GRAVEL WHERE POSSIBLE.
Demolition Legend
nmx SINGLE ELEMENT TO BE DEMOLISHED ABANDONED AND/OR RELOCATED
M_ AREA TO BE DEMOLISHED
>0888ow LINEAR ELEMENT TO BE DEMOLISHED
1.--.-.---. PHASE 1 LIMITS OF CONSTRUCTION
x x x— TREE PROTECTIVE FENCING
AREAS IN GREY REPRESENT CRITICAL SLOPES WHERE SLOPES ARE 25% AND OVER. CRITICAL
SLOPES WAIVER HAS BEEN APPROVED AS PART OF SP -2006-00038 ON 03/14/07
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McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979-7522
f: 434977-1194
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
-J.�)
O� ,LTH OF
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Revisions:
1.5/29/07: SITE REVIEW COMMENTS
2.8/20/07: ARB COMMENTS
3.10/17/07: FINAL ARB REVIEW
SUBMITTAL COMMENTS
4.1/9/08: BOS APPEAL REVIEW
5.2/27/08: FINAL ARB REVIEW
6.4/10/08: ARB COMMENTS
7.6/10/08 FINAL SITE PLAN
8.9/29/08 FINAL SITE PLAN
SUBMITTAL COMMENTS
9.1/30/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
10.4/10/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
11.4/28/09 FINAL SITE PIAN
SUBMITTAL COMMENTS
Sheet No.: 11
02
Of: 14
Scale:
1" = 20'
Date:
06/10/08
Project No.:
0706
Designed:
AF
Checked:
JxM
Sheet No.: 11
02
Of: 14
i- _
• ESCH Notes _ _
1 Notes. VI -15 V - _
1I'll
General E&S Control �` \ -
�1„` --
1.
k.
ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 VIRGINIA EROSION AND SEDIMENT / -
- _
BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA CONTROL HANDBOOK, THIRD EDITION AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING d-,� C� - ' I '�" � - --- ,
EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT ACTIVITY. _ _ __
> s���-q� �- ���� , I- � `' v 2' V %IfCULAR BARRIER
CONTROL REGULATIONS. \ - '
2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL ALL DISTURBED AREAS 1� 1r� �� �� - � \ � -
AUTHORITYMUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN ?� _�1111 = - _ _ - _ = _ _ _ _ _ \
ES 2. THE PLAN APPROVING ~� S� - - - - - - _ _ 11 _
WEEK PRIOR TO THE COMMENCE - 1)
COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. f - - I. ♦-i, V� \ \ \ - ,
SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE �' �• � AREA` 11 \ 0 't STOCKPILE �� ", ` \\ "� -- -
ES -3 ALL EROSION AND \ \�--' %
CLEARING. DAILY DURING PROLONGED RAINFALL. ,./ / X �, , V , I) -1 11"', 11
\
ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL . , I •
J `� • •"�
GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED \ ✓ .' ) \
ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING,
FOR LONGER THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT \ ��'� I X46 '• �\ \ � ' \ I 1
BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. �'��, \ \ ,' \ - - _
EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. \ z . c �;, \ i 'I I , , \\
5. SURFACE ROUGHENING (E&S STD. &SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1. _. o 'Z \ _77 , \ \ i
CESSARY -�I \ / v�� �; - --- -r ' ��, o y \
ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NE \ X ' 9
\ C7 _ .A %' ' \\ ,'/r'' , ice'/�\ `l `- ` `\`\\� ! ,` �O� ``\
TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION AND SEDIMENT CONTROL PIAN BY _ v ' \ ;, ,
ALBEMARLE COUNTY AND THE ISSUANCE OF A GRADING PERMIT. / \ \� / . \ ,, r '' \ ? '
ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND ��/ \ / I I v �`I ; , , j r \ 1i, �
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL MEASURES, AS THEY �\ \ i ( ; \ ,I"- ,,' • G
\ ♦ o�
ARE DESIGNED TO PROTECT ADJOINING BUILDING STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND . \ ��y I \ " I _ ,, ', \ ° �
ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. PEDESTRIAN CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. r (_ \ \ �� ! !\ \ ;,' ; �� \ `�\�,
\ / ) !
ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO - ) \ I "
G RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR PRIVATE ROADS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CLEAN `'> \ \ `� /' / o / 11
•,� \ \ `\ * , E`'
RUNOFF -PRODUCING
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, r . , 1 'A I, \ \ Gni` , �V tr`',
ASI HALT PA I,1lG L 6 B �XWI., \ \ I r- ! G ! ,
MUD AND DUST -FREE CONDITION AT ALL TIMES. ANY SEDIMENT WHICH ACCUMULATES IN THE EXISTING POND SHALL BE CLEANED 0 1� \ -- X \ \ E X - 22 !L V o
� ,)61 r I,NG PA KING , 11 \ - -- _....
OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER EROSION. /Q, - PARKING LINES WEII i OC� , UR I / Fu,' � „ '\, I \ 11"
�� \ \ ,
% \
c� �, AND ARE PROVlCc �) FOR, �/' v, - �v A 'ISA'RUCE \ " ', \ \ y`;I �` �-- \ t', IP(V .N _♦.3� i5
\. ;aRAPHil-, REP.hL iv Tr0 O�iL ' , \ \ I , i ♦_
Legend-- 9. A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK SHUTOFF VALVE SUPPLYING A WASH 0 �, qt y z \ lti'�, oU > i5 0
HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE �� � \ ( '� iI4 ",WA p \R \ ', \ U \ �`, i;, \ \ Y\ \,
ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING C ,'� \\. \ \\ ;1 ; � ��` \ / •
G,E CONSTRUCTION ENTRANCE STORM DRAINS, DITCHES OR WATER COURSES. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS 0 IN It
- -- \ /' \ �� , �\ \ \ M \ `,$I \ `�� ' C" \\ ,``\
E. & S. STD. & SPEC. NO. 3.02 59MM
STABILIZED. \ / \ \ �- 1 6' BOX%(OC?D \_ \ _�;,. -- \-�- \. \ Q�� \1 i `\
SAFETY FENCE - - -X- - / ° ; \. SHRUB MASSING ,� Q �� - S \ ' ./,-- \ \'' G o C%h1Vl/OOD,x \�� \ `�`:, �� 5F \, �� \ `,11 �I
SAF E. & S. STD. &SPEC. N0.3.01 _
STORM DRAIN INLET PROTECTION 1., ' U� n C. i�`
I P I-4.,_..,,/`, / ' / o -_ -�� V A \ � "MA PA, F � , A �= \ `� *,I 1, r1% �I *
E. & S. STD. &SPEC. N0.3.07
0/ /// / \ --�(.*I/pE 'KJN/P \ \ \ I♦ „ I I
OUTLET PROTECTION vI'l` / - - \ �'� ` - - , -Z \ \ �Z I. `;I ' �`�� ( I f i I i �'' I c TO
�P E. & S. STD. & SPEC. NO. 3.18 ® / `�
F_ S T RA ,`�C�'EL L GARDEN UPPER EL EMEN T EF' Y `k� 2 I , - \ \ \ % ♦ ,I � I ,
` i --- I 1 STORY FRAME \ " I �„y `;;, � I I ! I ' j'
r v . �' / FF 125.0 --�v T AIR \ \ \ _ �'� \ `�';, I I � I I ;
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PS O / �``� / / - - ■ ' \ ', \ ` C, T lam' P SIGN �..i l V - \ \ 11' N ` i / ,' f , r
PS E. & S. STD. & SPEC. NO. 3.32 ,- �J C YPRES S ' - - - - -
\ \ \ TIL PR,OPO ED -STORM / / «,
I ,� • \ ! \ �, \ \/z i`;, DRAIN INT EXdSTIN`G / / ,�
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(SEE MASTER PLAN FOR ENTIRE DRAINAGE AREA) \ ( I 8 OL \ , C -�' TL F • ; 1STOr{ ;'� , I � A: I, I I / ;-
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t 411
\;; �iy \ \\ \\ I. ` ♦♦ ice/ INV IN 8a$q
HALT PARKING 'Or
/ \J5' B¢XWCiDD w,;--- \,\ ,. \\ `,`• `f �♦ lNv OUT
gaa4
15 E S71NG FARKIN/- SPA ( J"\ \ r `. \ ♦
PARKING LINES WERE AOT UR Ei> \ �U� \ \ I INV {A' ♦ 575
NO ARE PROVIDED F A �4PUCE > ,,twe \\ `.\ \\ \\ I I\�sNV our, 85.08
APHICAL REPRESENTS ON%Y; \ \ z `,ey� e
`/
41.
6' BOAKOOD
4 "MAP
AVOOD,a
`• ', __----'"° ;♦,. � \ \ \ � \ 1. i
5'01P E. ��\ ;'"„• `\ I I 1 ! I I i 4 SI'. _ ,
l�1 ESTRA 60ELL GARDENI L'PPER ELEMENTERYY&2
"> , TAIR \ \`\ \\\\\ '1�♦,\ II 1' ',' I/ / / ',I / / " I l I i '}I
-. 1 STORY FRAME
ADDI
FF 1250 \ STOP SIG fJ ♦" / ' y'
/ 4
CYPRESS C CH CYPR i�.............................r.i........ t! /I /♦
TFSr9 / �� \STORY STREET SIGN 1^ �,.'
24" HGLL >'! /
T99�� \\\ - \\ 8�; .6 uboT; GR-�' I/ ;t�,f °'Phase 1(Conceptual Strategy for Construction Sequence)
\\ Ai _ ° MART /W�iFI' CIORTEfV / O
O� 1ST0 l ! l 1
\ ?`. LB OLL / TLE 80 WO D RIc STE€L j ! /
4" NGL ISH AL&LI PHASE 1 STAGE 7
1 1 / / / / 1. INSTALL BARRICADE ALONG BUILDING "A" CONSTRUCTION AREA
i /
2. INSTALL EROSION & SEDIMENT CONTROL DEVICES
'! 12' BOXWOO. o. `moi,. I
24" PEQAN `R L l o C A MYR l!
/ f /
#\ h
i I u i I % J PHASE 1 STAGE 2
I I I ! / ) / � � �" _ ''e � t+l+ .. I / j` � � 1. BEGIN EXCAVATION FOR BUILDING FOOTPRINT
! 12� BOXWOgD Io \/ �)
x APE T _ i Y / / / / 2. INSTALL NEW UTILITY LINES & DEMO, RELOCATE, OR PROTECT ANY EXISTING UTILITIES IN CONSTRUCTION
i 132" ASHp4 ZONE THAT WILL BE IMPACTED DURING EXCAVATION AND INSTALLATION
` O I ` ` / / ! r / / / / ' / % ji 3. GRADE PLAYGROUND & STORE FILL MATERIAL IN THE NE AREA OF THE SITE; STABILIZE WITH ANNUAL
t2'IBOXWbODI �° / \ / / '
' I RYE GRASS
, O
19'BOXWOOD O i!" p
(° �. ^ '�' /l i' 1 O�4S 4. CONSTRUCT BUILDING "A", UPPER & LOWER ELEMENTARY
! IJ2' BOXWOOD X I 7h \ 36" PEG 10' BOXOD� / f j,i l 1 / 1 i l 5. INSTALL NEW FENCING AROUND THE PLAYGROUND
24"' ASH, MAIN BUILDING ! - ! O 6. PLANT LANDSCAPE ENHANCEMENTS ALONG ROLKIN & ROUTE 250
1 1 / 2 162 STORY BRICK / A > / / / ! / G'
1,12' �OXWOOD I ° EFI1zs.0 / 1IJ' 8QXWOOD + / ( , li 1 jl r! PHASE t STAGE 3
�1 10'BOXWOOD ' �5e, j /l I I ji 1. COMPLETE BUILDING COLONNADES & WALKWAYS
I \
i - I 24" ASM o 2. INSTALL PLAYGROUND AND FINISH PLANTING THE AREA
GROUN COVER , l i 11 / I �r l 3. ROUGH GRADE & STABILIZE IMPACTED AREA.
G UNDCOVER ♦
1 1 1 ♦ fn \'^ / '� / I� / / / !' • 4. ADD FENCING AND MULCH PATH CONNECTIONS THROUGH STABILIZED AREA AS NEEDED
/ 10'BOxW00 / --i ----------, " h // a
1 0 {.w -- ♦\ !J I / / / ,' / / / / i • 5. REMOVE ALL PROTECTIVE FENCING ONCE IMPACTED AREA IS STABILIZED.
BbxwooD
i I i / \ / ♦ / 1 - i /ti 6. SEE SHEET SP -6 FOR LANDSCAPE PLAN AND SCREENING OF STRUCTURES
If
/ 24" ASH l
I I I 1 / I
J �NIPEd ♦ i j i t / 1/
nHRU 2' BOXd�OOD ; O
z/
Legend
NA ING
° I 24"' MAPLE
6" POP f? al
CONCRETE PAVING GRAVEL
7
---------
' .I '-C'-'-r \ 24" ASN
1 I 18"nBLCKGUM ,ro 1 1 .5
1 . i i J / /•• I I �' I i I r� „ ` x HONEYOUST PATH ( WALL MOUNTED BUILDING
I I is a 1 - �J ATTACHED ENTRY HCUT SHEETS
TS; SEE 21'B
I/ I �a
1
1 --' 3tRUe MA -SING
1 1 / je „
I ( jI II f� %% Q .uu..... PHASE 1 LIMITS OF CONSTRUCTION
r LOW
\\ 12' BOXWOOD \\ a I ��. // % / i ,` r
T ���--, / / i 1 I I l i� f j� � PROPOSED FENCE; SEE A/08
LE -2 / LE -7 ' / l
`\ HOLL Y \ 1 STORY FRAME / ' / !/ //
FF 122.7 1 ^TORY FRAME
Gs SHRUB / FF 1227
iS
-`� . MASSIN -� \ / .r❑❑ / / % / / / 1 / I 1 ! :Til }
BOX - ,/ -- --.. / 1 , (, , � , �;% Plant Legend
\= 9'1 PINE F R.SYT A -SHRUB MA S ,-�,-1 G.�C-.,,..�..Y- .-.-',./ ❑❑ / 30' I / / "
- C <IHIA SNAUB Mk�SING . / D. -// I 1 1
0 \. 5" MAP ° ..✓.sem •..+v.A.�n...�n.\A! ! , / / I I / r
TREE / CU a 5"MARL 5"d4APL-F / / / / I 1 / ' ! EXISTING TREES
_ ri
/tiCY�'
`_.--- MAPLE 0 MAPLE _
r.............. a _ H
..�
_ _ _ _ a._. ..� = - �-... '-HORNW�I I '! l i/
l Tt •• •�•••• •••••• . .ir �Xr «mac ..................... � �' �- � s r i / i p� � EXISTING SHRUB LINE
OkE - —DHE �f---OHE _ .....y...........1 ,I_--_ �� 81' ,/ / I}
•k _ _ - _—OHf — — OHE — —OHE�--tl{'iE�� OHE'��--p,F;E i '� �OHE — / 1 / �a
2171_=- _ - - _ — — — — _DHE— — --OHE
~
J�------_--� r- -1....��.....
. � i / e—I ._o.
~----- ------ i �I AND LINE
�-- / / � rr �— 10' OVE HEAD ELECTRIC
- G �Yvlii&r / / r
-0ON6i
EASEMEtyT IPOLE
_ ~ - - - -- - M��L �� yr4 / r " HEIGHT VARIES) ',�_ ., Tom, EXISTING TREE LINE
' scale: l"=20' contour interval 2'
R/ H90NP ROAD JRT 250/ �� '
assassassal
VARIABLE WIDTH R/W
0 20 40 80
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE. VA 22902
t: 434979-7522
f: 434977-1194
www.mckeecarson.com
McKee CarsonarA Field Spon Concepts, Ltd.
reserves in camman law copyright and other
property rights N these drawings. All Ideas.
designs, section, detalk. and plans are the
property of McKee Carson and Field Sport
Concepts. Ltd. These plans are not to be
reproduced, changed. or copied in any
fano or mannerwhohoe,,er, rsor are they
to be assigned to any third party without
that obtaining the express permission and
Conan of either McKee Carson or'mr!
Span Cancer Lld.
Sheer No.:
04
Of: 14
QpLTH OA,
1" = 20'
Date:
`
Project No.:
0I
.y
v
y
n ROBERT B. MCKEE H
. p CEPMF TE a.147
yV
•c
0
9'N SCA
Sheer No.:
04
Of: 14
Scale:
1" = 20'
Date:
06/10/08
Project No.:
0706
Designed:
AF
Checked:
IFM1
Sheer No.:
04
Of: 14
Storm Sewer Structure Schedule (STS -A, EX-CVB)
—
LINE/
PROFILE SH.
—
ID
IN -11
—
STRUCTURE
I TYPE -
ADS INLET
TOP ELEV
110.50
INVERT
IN
-
INVERT
OUT
108.50
PIPE DESCRIPTION
72.56 L.F. 12- HPDE 0- 4.13%
STS -A
- 1N-2
ADSINLET .. —
108.00
105.50
101.40
--
138.15 L.F.ff HPDE
0 1,74%
I ------- � �95 3 1 85.50 I 85.15 1
---
MH -3
MANHOLE
107.00
99.00
95.84
--
tt
,-�
II-IIIIIIIIIi
-4.4
09
I
. T..J
F--4
>
�C�
5
-- .
-
EXI
- -
END SECTION
-
- -
107.50
81.55 L.F. 12" CMP 4
13.66%
EX-CVB
MH -3
MANHOLE
107.00
96.63
96.09
83.35 L.F. 12" CMP 0-
-
13.66%
OF -3
EXISTING DROP INLET
90-00
85.15
1-J
r-4
r --q
0
WU)
TN --4
- ADS
121.15 -
-
118.5
53.45 L.F. 12" HDPE @
14.00%
STS -13
--
EB -1
AD S ELBOW
114.88
111.0
110.8
-
- OF -4
ES -1 OUTFALL
-
-
109.59
- .
35.09 L.F. 12- HDPE
@ 3.45%
-
_
COF
- ERN OUTLET
110.00
. -
104.11 -
4.80 L.F. 6"HDPE
0- 4.27%
COF
—IN -2
ADS INLET
108.66
I 102.20 -t
101.40
E
I
i
I1.'%. . - . 1
# I* .-`�, -
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General Construction Notes For Stormwater Management Plans -- . � �
I-11- #1 �---- --,�,*.* I I
')- ------.L.:-�# I
'. * - --
F- ♦ �
�A, I
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL ., - *.4-- - I ,•.',
1, I / ft
"'. '. ** W- - -,%�,�� - ,,
FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING -,- �14,4, 11, � -, - I I -----�� 1,
, ''. ,. */# . . 0* 4 - � , , - I 11 I I - '�
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-
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CONSTRUCTION OF DAMS. .,� , I,, �"" , ,ow"o, � I " •IJ . ,,*3 , - '�---, -- I 11 . � � ,� . .1 1� ..
-�,-, -��; �** - - I �., I /I I
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- .�-,IiI- I 1, -, - �- � - , � � -- - .1 -
----- 11 111. 04� I �> � % I :: 5 0,3 O' ,� :: 69030'29"
�� �� 4% I., "I I. . 0, ,-
PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. "-� I �� - ollftll-� , #* I I 3A.6 ,-t I �-
2. , - I� / " 1:111111111111111R. -III
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3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT " I -� , .-,.,-, "". I � -� 11 11 .
.-. -,, I, -__-:��\, • -, \ . - - ----- I--- - � �
�
TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE -- -�. --,�, -- ��', , 4 OR, , �"", , I I �, - � ��- ----- I - - - ,
-- - � � - I) v� A- I--- , - - - , , -,,�
FACILITIES; CONVERSION ISNOT TO --� Cl- ,�7�: z ,-., �-41I, -� -- * 4� \1`1. *11 / I �, N � I
, �
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LINE/
PROFILE SH.
ID
STRUCTURE
TYPE
INVERT INVERT
TOP ELEV IN OUT PIPE DESCRIPTION
Date:
-MH-A2
— MANHOLE
—
121.39 - 109.52 - —
178.71 L.F. e PVC 0 13-44%
9!�
AF
Checked:
JHM
SS -A—
MH Al
MANHOLE -------
I ------- � �95 3 1 85.50 I 85.15 1
---
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4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, I . I I \ I \11 "I / ./ \ �, -1 I 11 . I , "c"il-VAS VVL - . i \ / ; I I f
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5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS I � , I , I . - - <� t I a (-, I I . I --, ,.: 8 6� � , , \, I . \ � I .1 . I I -
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ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH � I - --�- ,� 11 7,I 1; �' I � ", I I I \, I .I I \ �� I I q i . I I 11
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BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT I �-� � I \
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I I I
I McKEECARSON I
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434-979-7522
f: 434-977-1194
www.mckeecarson.com
F[des—
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
�
property rights in these drawings. All ideas,
,g ,
igns, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
I 'Sport Concepts, Ltd. I
---
Revisions:
1.5/29/07: SITE REVIEW COMMENTS
2 8/20/07. ARB COMMENTS
3.10/17/07.- FINAL ARB REVIEW
SUBMITTAL COMM[ENTS
4.1/9/08: BOS APPEAL REVIEW
5.2/27/08: FINAL ARB REVIEW
6.4/10/08. ARB COMMENTS
7.6/10/08 FINAL SITE PLAN
8.9/29/08 FINAL SITE PLAN
SUBMITTAL COMMENTS
9.1/30/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
10.4/10/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
11.4/28/09 FINAL SITE PLAN
I SUBMITTAL COMMENTS I
Scale:
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Revisions:
1.5/29/07: SITE REVIEW COMMENTS
2 8/20/07. ARB COMMENTS
3.10/17/07.- FINAL ARB REVIEW
SUBMITTAL COMM[ENTS
4.1/9/08: BOS APPEAL REVIEW
5.2/27/08: FINAL ARB REVIEW
6.4/10/08. ARB COMMENTS
7.6/10/08 FINAL SITE PLAN
8.9/29/08 FINAL SITE PLAN
SUBMITTAL COMMENTS
9.1/30/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
10.4/10/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
11.4/28/09 FINAL SITE PLAN
I SUBMITTAL COMMENTS I
I I Sheet No.: I I
05
Of: 14
Scale:
1" = 20'
Date:
06/10/08
Project No.:
0706
Designed:
AF
Checked:
JHM
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I I Sheet No.: I I
05
Of: 14
D AIN 110
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LINEA MASSING �=-_\ WSURVEYED IN THIS AREA. / F / T P !
[-OF M 7`d/RE TREES "''
� Pa GREENING LEES ARE � i - �� I \ 'I ' 6 KL 3 CCC )!.\ IMARK) - , ROPERTY TjTED AMOAtG THESE I II -"� / I \ 1 0 y �� ``. `. ': r
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CPI co C
� 1 e arle County Tree Conservation Checklist
1 T E FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN:
- REES TO BE SAVED;
IMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED);
LOCATION AND TYPE OF PROTECTIVE FENCING;
-GRADE CHANGES REQUIRING TREE WELLS OR WALLS;
CO ca -P OPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING.
V
O RKINGS:
O LL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT
LEARLY VISIBLE TO EQUIPMENT OPERATORS.
NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED
BY A COUNTY INSPECTOR.
PRE -CONSTRUCTION CONFERENCE:
TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR
ON SITE.
4. EQUIPMENT OPERATION AND STORAGE:
HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS
INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED,
\ \ 4. -----♦\ \ 12 BOXWOOD `z �6' B(�jXWdO \I� III; /v - 7
A. \ \_ -- ♦\ \ ASPHAL T PA ' lIVG ; _� i \ '
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SOIL EROSION AND STORMWATER DETENTION DEVICES:
SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED.
FIRES:
FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED.
TOXIC MATERIALS:
TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO
BE SAVED.
PROTECTIVE FENCING:
TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY
SHALL BE PROTECTED BY FENCING.
FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY
INSPECTOR PRIOR TO GRADING OR CONSTRUCTION.
TREE WELLS:
WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED,
A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL,
TREE WALLS:
WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A
TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL.
TRENCHING AND TUNNELING:
WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS
FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE
SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY
TRENCHING WILL DESTROY FEEDER ROOTS.
CLEANUP:
PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP.
DAMAGED TREES:
DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER
METHODS RECOMMENDED BY A TREE SPECIALIST,
NOTE: IT IS THE DEVELOPER -S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE
CONSERVATION REQUIREMENTS.
4. .. - - 09/29/08
OWNER SIGNATURE (DATE)
-E �'Lk 09/29/08
CONTRACT PURCHASER SIGNATURE (DATE)-
�- k . i .
`_/ ' �+! _ I � _X_ , / , .::,�:.::/%���� /' ,7 „ Landscape Requirements
O / ,' /-- I / \ 5 FG
`�� � , T k �', i., 1 f , � J , /j� j #1 ;' 1. INTERIOR LANDSCAPE REQUIREMENTS FULFILLED:
\ / 18'BCXWCCD 1 I 1 1010 I 1 I I I ` / , D 1' � /� / I / '' PARKING AREA: 16,040 SQUARE FEET
\ I ( 4 U
\ X , x I I I \ o /// �' PLANTING AREA: 4,173 SQUARE FEET
\ 36' PECAN - -=- 1 -�- - ! -- I +� %' \ '.>:. t: y
/ I/ I, (26%, 1 LARGE TREE PER 3 SPACES)
I / \ � � , I- ; 1� BCXW00 \ t �, ,•,
\1_\",+ I i / , 1 COM
MAW I BUILDING \ \+ `.�` i ( - O �\�
��- ' • / II ', 2. TREE CANOPY REQUIREMENT FULFILLED:
/ / 2 1,(2 S TOR Y BRICK / � xy I I ( �, /- ,1. - SIG/t% �. If
11
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T 10' B XWOOU -T --- - -- ! .i 1 AC
REE P�fJTECTI Q 1./ TREE CANOPY: 2.1 ACRES (30% TREE CANOPY COVER)
ON _-- ,
x
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�� HC VAN ��'"fRAVELWAY ` �i ;..;::. i� 1 G�! 3. LANDSCAPE BUFFER REQUIREMENT FULFILLED:
' / l OEWAY "� .� 1 &J� „
l \ + .\ 1 i 6 VD BUFFER AREA BORDERING R6 RESIDENTIAL CONTAINS
I }AISLE ' -_ -- - - - - \ -+- - �-- - : IL EXISTING TREE STANDS &EVERGREEN TREES THAT WILL
l- �' °\ / R GRO#�NDCOVER MH fiYP. s" vR t 1 ::.` I / �� 1 AR BE ENHANCED WITH ADDITIONAL EVERGREEN, ORNAMENTAL,
G C NDCC}V ♦ / ♦ & LARGE TREE PLANTINGS AS WELL AS A 6' HIGH
' \ A ♦ \ I . A2 'l \ r :::i ;r'H ♦ BLACK CHAIN LINK FENCE.
10'BOXWOO �-� i . ' :5:-`.•;:.''.: 5::.: AA ,' ♦ (PLANTING OCCURS DURING PHASE 41
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EASEMEN7 (POLE AND LINE
HEIGHT VARIES UP TO 25' MAX.)
,
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Lezend
%/ ORNAMENTAL GRASS
Schizachyrium scoparium 'The Blues'
- GROUND COVER
----- Rhus aromatica 'Gro Low'
TURF TYPE FESCUE
OSHRUB
* EVERGREEN TREE
FLOWERING TREE
X CANOPY TREE
I CODE
SCIENTIFIC NAME
Scale:
COMMON NAME
�UANTIT
04/23/07
CALIPER/
CANOPY
TOTAL ,
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Acer rubrum 'October Glo '
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October Glo Red Maple
4
_
2.5" cal
452 1
gig- '
IAS Acer saccharum
_Sugar Maple
2
2.5" cal.
177
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CB __ Carpinus betulus 'Columnaris'
COM - Celtis occidentalis 'Magnifica'
_
Hornbeam _ ___
Hackberry -^-
4 __
2
_ 111111�a1_-_
1.5 - 2" cal_
- 177 .__
572 _
-708 ___._- i
- -_
DV
Dios yros virginiana
_
Persimmon ___
2
_
1.5 - 2" cal.
151
FA Fraxinus americana 'Autumn Purple' White Ash _ __
LS Li uidambar styraciflua Sweet Gum
1
3
-3�______J
3.5" cal. 42424
1.5 - 2" cal. 249 \
Liriodendron tulipifera
___
Tulip Poplar
4
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2.5" cal.
kLT
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Nvssa syivatica
___
Black Gum _-__
+ 2
_430__ 1720
2.5" cal. 151 _ 302 ti
QC
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Quercus alba _
Quercus
__ White Oak __
1.5- 2" cal. _ 243 243
I- -
coccinea -
_Scarlet Oak -
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7
-
-� 2.5" cal. �- 370-_____25q0_�
UNDERSTORY PLANTING
_
Ac
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Amelanchier arborea'Autumn Brilliance' Downy Senficeberry
Cercis Eastern
Eastern Redbud
T 3
13
1 - 1.5" cal. _ 130 390 --11
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canadgnsls .-_
Carpinus caroliniana
-___
Hornbeam
__�_
1 - 1.5" cal. _ 4 . 1612__
1_5
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Cornus florida_
Chionanthus virginicus
_American _______+___
Flowering Dogwood -
White Fringetree
-
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-- -1 -_ _calms- --177 -- -- =_-'---I
1 -1.5" cal. �124 _ 124
1 -1.5" cal. I
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Ilex opaca 'Greenleaf
__
American Holl_
-\� 8
_ _
_ 8' - 10' 90
IJV
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Juni erns virginiana
Easter Red Cedar _
__ ____72_0___
- 22�____
Ostrya virginiana
American Hophornbearn
2_
_ 6' - 8' 99.--L--- 98
SA
Sassafras albidum
Common Sassafras
- 3
-
1 - 1.5" cal. 197 _' -___50_-
GROUND LAYER /SHRUBS
_
{
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Clethra alnifolia'Sixteen Candles' �Summersweet _-_
_�T_ 5_x_3
gal.
CS
Cornus sericea
Redtwig D_Ogwood ___-_
I 9-
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FG
Fothergilla major'Mt. Airy'
Fothergilla _ _
21
5 gal•
IV
Ilex verticillata 'S arklebe '
Winterber Holl
7
3 al.
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Ilex_ v_irticillata'ALollo' _
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Winterberrof Ho11y __-_
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KL
Kalmia latifolia 'Olympic Wedding' Mountain Laurel
20
5 gal.
LB
Linden benzoin
S icebush
_
5
5 gal.
I I
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Myrica penglv_anica
Northern Bayberry
5
5 gal.
I
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Rhus aromatica 'Gro Low'
Fragrant Sumac
235
1ag 1. _
VC
Vaccinium_corymbosum
_hbush Blueberry -_-
_ 8
_5gal•_
VD
Viburnum dentatum
Arrowwood Viburnum
5 al.
I
VN
VPViburnum
Viburnum nudum 'Winterthur'
prunifolium
-
Winterthur Viburnum
Blackhaw Viburnum
-4
_6
9
6
5 gal. _
5 al.
VT
Viburnum trilobum_
American Cranberrybush
4-
5 gal.
Viburnum
_
ORNAMENTAL GRASS
SC
_
I Schizachyrium sco ap rium 'The Blues' Little Blue Stem
-�___ -�
1215 blua A 2'-0" O.C. -.-_ _
__
__ --------- -------
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- -- - --- -- - •
I McKEECARSON I
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434-979-7522
f: 434977-1194
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
�� LTH op Lj
9
n ROBERT B. M KEE v
CERTIFICATE .147 W
S
I �INDCA- P4G
Revisions:
1.5/29/07: SITE REVIEW COMMENTS
2.8/20/07: ARB COMMENTS
3.10/17/07: FINAL ARB REVIEW
SUBMTrTAL COMMENTS
4.1/9/08: BOS APPEAL REVIEW
5.2/27/08: FINAL ARB REVIEW
6.4/10/08: ARB COMMENTS
7.6/10/08 FINAL SITE PLAN
8.9/29/08 FINAL SITE PLAN
SUBMITTAL COMMENTS
9.1/30/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
10.4/10/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
11.4/28/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
Scale:
r --.-q
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Date:
04/23/07
4
0706
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Checked:
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Revisions:
1.5/29/07: SITE REVIEW COMMENTS
2.8/20/07: ARB COMMENTS
3.10/17/07: FINAL ARB REVIEW
SUBMTrTAL COMMENTS
4.1/9/08: BOS APPEAL REVIEW
5.2/27/08: FINAL ARB REVIEW
6.4/10/08: ARB COMMENTS
7.6/10/08 FINAL SITE PLAN
8.9/29/08 FINAL SITE PLAN
SUBMITTAL COMMENTS
9.1/30/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
10.4/10/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
11.4/28/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
Sheet No.:
06
Of: 14
Scale:
1" = 20'
Date:
04/23/07
Project No.:
0706
Designed:
BB,JHM
Checked:
JHM
Sheet No.:
06
Of: 14
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coat finishes or in three cast brass finishes.
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• Tamper proof design.
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with stairtiess steel hardware.
• 1_iC,,,htina pattern provides vvide latera! distribUtiOn
and long forward throw.
Available in Brass, see page 90,
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LIGHTING DETAILS
SECTION & ELEVATION
• Cast aluminum back box, suitable for concrete
pour applications,
• & . Listed with NIR 16 lamps to 50 watts.
• For use with remote transformers, see pages 92_: 9n, and 97.
CATALOG NUMBER LOGIC
Example: so - 6 - B
Series ------._-____.-------- _.... ' I
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This chards based on equations from the FAA Airport Drainage AC 15015320-
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nstallabons will necessarily perform the some way. Safety factors should
:hangs with site conditions such that a safety factor 1.25 should be used for an
Not in pavement, and a safely factor of 2.0 should be used in turf areas.
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ADS GRATE INLET CAPACITY CHART
MANUFACTURERS SPECIFICATIONS
Z
2
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6'-O" MIN.
SWALE CROSS SECTION
SECTION
„`;r•. _ r ,�1-
N.T.S.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434-979-7522
f: 434-977-1194
www.mckeecarson.com
McKee Corson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
�p,LTH OF
V ,�f---- P/01
,y
(7) ROBERT B. Mc E I-
7d"
CERTIFIC TEN .147 w
zw
Revisions:
1.5/29/07: SITE REVIEW COMMENTS
2 8/20/07: ARB COMMENTS
3.10/17/07: FINAL ARB REVIEW
SUBMITTAL COMMENTS
41/9/08: BOS APPEAL REVIEW
5.2/27/08: FINAL ARB REVIEW
6.4/10/08: ARB COMMENTS
7.6/10/08 FINAL SITE PLAN
8.9/29/08 FINAL Sl'1'E PLAN
SUBMITTAL COMMENTS
9.1/30/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
10.4/10/09 FINAL SrM PLAN
SUBMITTAL COMMENTS
11.4/28/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
Scale:
F=====
r--4
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Date:
11
O
0706
Designed:
4
Checked:
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Revisions:
1.5/29/07: SITE REVIEW COMMENTS
2 8/20/07: ARB COMMENTS
3.10/17/07: FINAL ARB REVIEW
SUBMITTAL COMMENTS
41/9/08: BOS APPEAL REVIEW
5.2/27/08: FINAL ARB REVIEW
6.4/10/08: ARB COMMENTS
7.6/10/08 FINAL SITE PLAN
8.9/29/08 FINAL Sl'1'E PLAN
SUBMITTAL COMMENTS
9.1/30/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
10.4/10/09 FINAL SrM PLAN
SUBMITTAL COMMENTS
11.4/28/09 FINAL SITE PLAN
SUBMITTAL COMMENTS
Sheet No.: I I
Of: 14
Scale:
N/A
Date:
04/27/08
Project No.:
0706
Designed:
AF
Checked:
J
Sheet No.: I I
Of: 14
EXPANSION JOINT IMAX. 24' 0.C.1
CONTRACTION JOINT 6' O.C. MAX.
DEPTH SHALL BE 1.25" OR 25%
OF CONCRETE THICKNESS
MIN. CROSS SLOPE 1.5%:
WWF 6" X 6" WT4xW1.4 MAX. 2%
WITH 2" MINIMUM COVER
3000 P.S.I. CONCRETE
AT 28 DAYS - -
AIR -ENTRAINED a —x —x— x ---x-- --
COMPACTED AGGREGATE <
BASE VDOT 121A
COMPACTED SUBGRADE
NOTE:
1. CONCRETE TO HAVE A LIGHT BROOM FINISH.
2. COORDINATE COLOR WITH ARCHITECT,
q
CONCRETE WALK
Scale:
A.�,
9
SECTION
v
N.T.S.
Designed:
AF
Checked:
JWA
. ° L
OUTSIDE
RADIUS=3"
INTERMEDI
TE SUPPORTS
o
LOCATED
T THE LOWER
STEP ADJ
CENT TO THE
W
HALFWAY
OF THE RISE
M
V
JOINT
INSIDE
RADIUS:3"
OUTSIDE
g' RADIUS -3" TYP
ADJACENT
CONCRETE SIDEWALK
n
SEE NOTE 7
SEE
CONCRETE
WALK DET I 1\
NOTES I
t CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPRAISAL
2, PRIOR TO FABRICATION. PRIME RAILINGS AND PAINT BLACK.
3. SEE PLANS FOR LOCATIONS OF HANDRAILS.
4. HANDRAILS TO BE LOCATED 3" FROM EDGE OF ADJACENT WALLS.
5, ALL JOINTS TO BE WELDED WITH 1/8" RADIUS MIN.
6, ALL RAIL ELEMENTS ARE 1.5" DIAMETER STEEL PIPE.
1. SET RAILINGS
T AN OUTSIDER DIMENSION HOFUPOS S.SLEEICKSET ES HYDRAULIC M
HALLHAVE STEELPLATEEEL EEVES 1/2"
LARGERCLOSURES
AT BOTTOMS 1/2" LARGER THAN OUTSIDE DIMENSION OF SLEEVE WITH CONTINUOUS WELD,
`D1 TYPICAL HANDRAIL .._
S
is
NOTES:
I. METAL EDGING TO BE 1/4" SURE -LOC ALUMINUM EDGING OR SIMILAR AND SHALL BE APPROVED
BY LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION.
2.STONE DUST TO BE COMPACTED IN PLACE. COMPACT AT OPTIMUM MOISTURE CONTENT.
HONEY DUST PATH AND GRAVEL PARKING LOT WITH METAL EI
io
Ew
w 4..
1 6x8x6 ROOF GUTTER DRAIN 4x4x4 ROOF GUTTER DRAIN
SECTION SECTION
NOTE:
1. ROOF DRAINS TO HAVE MINIMUM 1% SLOPE
2. 6"x6"x6" ROOF DRAIN TO COLLECT RAIN FROM SHED ROOF OF MAIN BUILDING AND
CONVEY TO UNDERGROUND ROOF DRAINS (SEE ROOF GUTTER SPREADSHEET AND DA
MAP FOR GUTTER CAPACITY CALCULATIONS, SEE STORM DRAIN SPREADSHEET FOR
UNDERGROUND ROOF DRAIN CALCULATIONS, BOTH CAN BE FOUND IN STORMWATER
MANAGEMENT NARRATIVE).
3. 4"x4"x4" ROOF DRAIN TO COLLECT RAIN FROM COLLONADE ROOF.
4. COORDINATE COLOR AND LOCATION OF DRAINS WITH ARCHITECT.
ROOF GUTTER DRAIN
CONCRETE
SECTION
HANDRAIL
SEE DETAIL
9
1" RADIUS EDGE, TYP.
X4 M 12" C/C
3000 P.S.I. CONCRETE
CHEEK WALL
1/2" FELT EXPANSION JOINT
SEALED WITH WATERPROOF
CAULK (CONT.I
BUILD UP MORTAR TO
SLOPE AWAY FROM WALL
3000 P.S.I. CONCRETE FOOTING
X3 D 6" C/O
COMPACTED SUBGRADE
ADJACENT CONCRETE
WITH EXPANSION JOINT
SEE DETAIL
A I�vzol
21A AGGREGATE
METAL EDGING TYP
HONEY DUST
3/16" MAX. LUCKSTONE:
TOP OF METAL EDGING TO
BE 1/4" ABOVE SURFACE TYP
LAWN
FILTER FABRIC
COMPACTED AGGREGATE 21A
COMPACTED SUBGRADE
to
2"x4" KEY TYP.
03 BARS M 12" O.C.-
14 BARS f➢ 12" O.C.-
21A COMPACTED —
AGGREGATE
COMPACTED SUBGRADE
SECTION
1.-D"
1"
ST,
CONCRETE CURB WITH HONEY DUST PAT
SECTION
ADJACENT HONEY DUST
PATH WITH METAL EDGING
SEE DETAIL e
9
CONCRETE TO BE
CLASS A3
IF CAST IN PLACE;
4000 PSI IF PRECAST
ADJACENT GRAVEL
PARKING LOT
21A COMPACTED
AGGREGATE
COMPACTED SUBGRADE
N.T.S.
HANDRAIL
SEE DETAIL e
9
1" RADIUS NOSE WITH
SMOOTH TOOLED SURFACE.
3000 P.S.I. CONCRETE
TOOLED JOINT AT
EDGE OF TOOLED RADIUS,
TYP., BROOM FINISH BEHIND.
04 REBAR IN NOSING
OF EACH TREAD
1 1/2" MIN. COVER
ADJACENT CONCRETE
CHEEK WALL E
SEE DETAIL 9
1/2" FELT EXPANSION JOINT
SEALED WITH WATERPROOF
CAULK (CONT.)
ADJACENTCONCRETE WALK
SEE DETAIL
N.T.S
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t 434-979-7522
f: 434977-1194
w. r` w.mckeecarson.com
McKee Carson and Feld Sport Concept, Ltd.
reserves in common law copyright and other
property tight in these drawings. All ideas.
designs, sections, detoib, and plans are Rre
Property of McKee Carson and had Sport
Concepts, Ltd. These plans we not to be
reproduced, changed, w copied in any
form or manner whatsoever. nor ore they
to be assigned to any third party wanoaf
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concept, Ltd
V�� V T OF
D�
o �
9
O ROBERT B. MCKEE E✓
CERTIFI ATE .147 �
h d 5
W C AQ P
r --I
O
Scale:
O
Date:
04/27/08
v
I
I.
Designed:
AF
Checked:
JWA
to
2"x4" KEY TYP.
03 BARS M 12" O.C.-
14 BARS f➢ 12" O.C.-
21A COMPACTED —
AGGREGATE
COMPACTED SUBGRADE
SECTION
1.-D"
1"
ST,
CONCRETE CURB WITH HONEY DUST PAT
SECTION
ADJACENT HONEY DUST
PATH WITH METAL EDGING
SEE DETAIL e
9
CONCRETE TO BE
CLASS A3
IF CAST IN PLACE;
4000 PSI IF PRECAST
ADJACENT GRAVEL
PARKING LOT
21A COMPACTED
AGGREGATE
COMPACTED SUBGRADE
N.T.S.
HANDRAIL
SEE DETAIL e
9
1" RADIUS NOSE WITH
SMOOTH TOOLED SURFACE.
3000 P.S.I. CONCRETE
TOOLED JOINT AT
EDGE OF TOOLED RADIUS,
TYP., BROOM FINISH BEHIND.
04 REBAR IN NOSING
OF EACH TREAD
1 1/2" MIN. COVER
ADJACENT CONCRETE
CHEEK WALL E
SEE DETAIL 9
1/2" FELT EXPANSION JOINT
SEALED WITH WATERPROOF
CAULK (CONT.)
ADJACENTCONCRETE WALK
SEE DETAIL
N.T.S
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t 434-979-7522
f: 434977-1194
w. r` w.mckeecarson.com
McKee Carson and Feld Sport Concept, Ltd.
reserves in common law copyright and other
property tight in these drawings. All ideas.
designs, sections, detoib, and plans are Rre
Property of McKee Carson and had Sport
Concepts, Ltd. These plans we not to be
reproduced, changed, w copied in any
form or manner whatsoever. nor ore they
to be assigned to any third party wanoaf
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concept, Ltd
V�� V T OF
D�
o �
9
O ROBERT B. MCKEE E✓
CERTIFI ATE .147 �
h d 5
W C AQ P
r --I
O
Scale:
O
Date:
04/27/08
v
0706
Designed:
AF
Checked:
JWA
W
Q�
V
U)
V
r
(j)
Q
�
Q
�
O
I I Sheet No.: 1
09
Scale:
N/A
Date:
04/27/08
Project No.:
0706
Designed:
AF
Checked:
JWA
I I Sheet No.: 1
09
1/2
OF
BACKFILL TO TERMINATE
AT TOP OUTSIDE LIMITS OF
FOOTBALL
ADD MULCH OVERTOP OF
FOOTBALL AND PLANTING PIT
LIMITS, BEGINNING AT NO MORE
THAN 1" DEPTH AT TRUNK AND
TAPERING UP TO A DEPTH OF
3" AT PLANTING PIT LIMITS,
THEN TAPER TO PROPOSED
FINISHED GRADE
-REFER TO TREE
)TH STAKING DETAIL
)TB
ARIES BACKFILL WITH AMENDED SOIL
MIXTURE; SEE SOIL SPECS
ON THIS SHEET, COMPACT
BACKFILL IN LIFTS BY FOOT.
WATER THROUGHLY AT 1/2
DEPTH.
CUT AWAY ALL WIRE BASKETS
ROOTBALL ,�5� AND/OR NON -BIODEGRADABLE
FOOTBALL WRAPPING AFTER
11 t11.= *ly�i r FINAL TREE PLACEMENT.
BURLAP FOOTBALL WRAPPING
TO BE UNTIED FROM TRUNK
AND CUT AWAY TO A POINT
AT LEAST 1/2 DISTANCE DOWN
FOOTBALL.
LOOSE
PROPER DEPTH PR
PLANT PLACEMENT
;E OF PLANT PIT
ATING PIT. BREAK
D LOOSEN ALL
MOVE AS
TO FACILITATE
NOTES:
1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT NOTES:
AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN 1.SET TREE PLUMB PRIOR TO STAKING
TERMS OF PLANT SURVIVABILITY OR WARRANTY.
SECTION
MIN,
FOOTBALL
y
N.T.S.
SHRUB
(AS SPECIFIED ON
DRAWINGS)
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO FOOTBALL PIT
DETAIL
NOTES:
I. SET SHRUB PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION.
TREE
SECTION
0
0
0
OPTIONS
-0" O.C. TYP.
PLAN
OPTION A: VERTICAL STAKING -
VERTICAL STAKES TO BE
PLACED OUTSIDE LIMITS OF
TREE PIT. 2 STAKES AND GUYS
PER TREE, SET STAKES 180°
AROUND PLANT PIT
3- 2 PLY BLACK RUBBER HOSE;
12" MIN.
OPTIONS: DIAGONAL STAKING -
(FOR EVERGREENS ONLY)
1- WOODEN STAKE ATTACHED
TO TREE BY GUY WIRE
ENCASED IN RUBBER HOSE
AND DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF TREE PIT
OPTION C: GUY WIRE STAKING-
3- !14 GAUGE SOLID WIRES TO
BE PULLED TAUT WITH GALV.
TURNBUCKLE. 3- 18" MIN.
LENGTH TREE STAKES SET
BELOW GRADE. STAKES TO BE
SET IN UNDISTURBED SOIL;
3 STAKES AND GUYS PER
TREE. SET STAKES 120°
AROUND PLANT PIT
SECTION
PLUG; SEE SHEET 01
FOR SPECIES
NOTES:
1. IMMEDIATELY SOAK PLANT WITH WATER AND ALLOW TO DRAIN..
2. DO NOT ALLOW PLANT TO LAY IN DIRECT SUNLIGHT PRIOR
TO PLANTING
ORNAMENTA
I:jwJkr61*e1IL7:
PLUG; SEE SHEET 01
FOR SPECIES
DIG HOLE TWICE THE
SIZE OF PLUG USING
A PLUG AUGER
MULCH; SEE MULCH
SPECIFICATIONS
PLANTING
fBi
il
TO TREE
VG DETAIL
I TO ROOTBALL PIT
L/Aj-�
;H EDGE AROUND
AREA TO BE
QED
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2.ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL
BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT,
3.DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4AMMEDIATELY SOAK PLANT WITH WATER.
PLANTING
Landscape Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT
TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS
OF WORK OR NOTED NOT TO BE REMOVED.
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR
WITHIN DRIPLINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT
OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION
EFFORTS PGIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES
SHALL BE APPROVED BY OWNER OR LA, BEFORE ANY CONSTRUCTION
ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR
TREES FOR STRESS AND/OR DAMAGE AND ADVISE OWNER, LA AND
TREE ARBORIST OF ANY STRESS.
3. CONTRACTOR TO NOTIFY OWNER AND/OR LANDSCAPE ARCHITECT
48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY
NEEDED WITHIN ANY TREE PROTECTION MEASURE, ALL TREE PROTECTION
MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS
BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF
EXISTING TREES UNLESS APPROVED BY OWNER, LANDSCAPE ARCHITECT
PRIOR TO WORK.
4, ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE
OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A
MANNER SENSITIVE TO ENSURE NO DAMAGE WILL BE DONE TO THE
EXISTING TREES. THE PREFERS) METHOD FOR GRADINGS AREAS
WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE
GRADED MAY BE DONE WITH A SMALL BOBCAT OR TRACT -HOE,
6, CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER AND
LANDSCAPE ARCHITECT AND/OR TREE ARBORIST PRIOR TO COMMENCING ANY
WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN
EXISTING DRIPLINES.
6. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -00 SHALL BE
MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).
7. CONTRACTOR TO VERIFY OVANITIES AND REPORT ANY DESCREPANCIES
TO THE LANDSCAPE ARCHITECT.
8. IF SCHEDULED SPECIES ARE UNAVAILABLE CONTACT LANDSCAPE
ARCHITECT BEFORE MAKING ANY SUBTITUTIONS OR CHANGES. ALL PLANT
SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE
ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL
SUBMIT THESE SUBSTITUTIONS IN WRITING,
9. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL
PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL
PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE
ARCHITECT 48 -HOURS PRIOR TO DELIVERY.
10. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM
PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 24NCH DEPTH. MULCH
RINGS 36 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES
NOT LOCATED IN PLANTING BEDS.
10 STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING
3:1 ITO BE DETERMINED BY LA AND ENGINEER), TREE PLANTING AND MEADOW
MIX PLANTING SHALL BE PERFORMED IN A MANNER THAT DOES NOT
COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT IIF USED). SLOPE
PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN
PRODUCT. CONSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND
QUANTITY. )WE'LL PROVIDE AND REFERENCE A SPEC FOR TRS.)
12. PLANTING MEETS MINIMUM COUNTY REQUIREMENTS.
13. ANY PLANTING DESIGNATED TO BE RELOCATED SHALL BE DONE UNDER THE
SUPERVISION OF OWNER AND/OR LANDSCAPE ARCHITECT.
so -aa
T.S.
NOTES:
1.SET TREE PLUMB PRIOR TO STAKING
G ON SLOPE
ER TO TREE IM
,KING DETAIL 1w
E GUYING DETAIL CONSISTS
2 GUYS,SET 120° AROUND
NT PIT ON "UPHILL" SIDE
ER TO BERM GRADING
VS FOR ELEVATIONS
SIDE SLOPES; SEE
ETS 11, 12, 13, AND 14.
ER TO FOOTBALL O
DETAIL
(PACT EXCAVATED SOIL
FORM FOOTBALL PIT
DOWNHILL SIDE OF TREE
NCH EDGE AROUND
RE AREA TO BE
CHED
Soil Specifications
1. TOPSOIL IS DEFINED AS CLEAN, LOOSE MATERIAL FROM ON-SITE, OR AN APPROVED IMPORT.
2.AMENOED SOIL MIXTURE IS DEFINED AS 40% LUCK BIOFILTER SOIL MIX FROM LUCK STONE
MIXED WITH 60% TOPSOIL.
N.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 71902
t 434979-7522
P. 434977-1194
www.mckaecarson.com
McKee Canon and Field Spur CarMeph, Ltd.
resmesi4common law coomintand other
P.Pmty rights in these dmwnmgs. All ideas,
designs. sections, details, and plum are the
property of McKee Carson and Field Spart
Concepts, Ltd. These Plans are not to be
reproduced, Changed, or copied in any
form o manner whatsoeyer, nor ore they
to be assigned to any Mind Party without
first obtaining the express permhsion and
consent of either McKee Carson or Field
Sport Conoxi Ltd.
pLTH op 4
r � 2
a
O ROBERT B. M E f-
G
d� N CA4 T4
Scale:
N/A
O
O
O
0
O
O'
�
JHA
P-
Q
0
0
0-,
PLAN
OPTION A: VERTICAL STAKING -
VERTICAL STAKES TO BE
PLACED OUTSIDE LIMITS OF
TREE PIT. 2 STAKES AND GUYS
PER TREE, SET STAKES 180°
AROUND PLANT PIT
3- 2 PLY BLACK RUBBER HOSE;
12" MIN.
OPTIONS: DIAGONAL STAKING -
(FOR EVERGREENS ONLY)
1- WOODEN STAKE ATTACHED
TO TREE BY GUY WIRE
ENCASED IN RUBBER HOSE
AND DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF TREE PIT
OPTION C: GUY WIRE STAKING-
3- !14 GAUGE SOLID WIRES TO
BE PULLED TAUT WITH GALV.
TURNBUCKLE. 3- 18" MIN.
LENGTH TREE STAKES SET
BELOW GRADE. STAKES TO BE
SET IN UNDISTURBED SOIL;
3 STAKES AND GUYS PER
TREE. SET STAKES 120°
AROUND PLANT PIT
SECTION
PLUG; SEE SHEET 01
FOR SPECIES
NOTES:
1. IMMEDIATELY SOAK PLANT WITH WATER AND ALLOW TO DRAIN..
2. DO NOT ALLOW PLANT TO LAY IN DIRECT SUNLIGHT PRIOR
TO PLANTING
ORNAMENTA
I:jwJkr61*e1IL7:
PLUG; SEE SHEET 01
FOR SPECIES
DIG HOLE TWICE THE
SIZE OF PLUG USING
A PLUG AUGER
MULCH; SEE MULCH
SPECIFICATIONS
PLANTING
fBi
il
TO TREE
VG DETAIL
I TO ROOTBALL PIT
L/Aj-�
;H EDGE AROUND
AREA TO BE
QED
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2.ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL
BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT,
3.DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4AMMEDIATELY SOAK PLANT WITH WATER.
PLANTING
Landscape Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT
TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS
OF WORK OR NOTED NOT TO BE REMOVED.
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR
WITHIN DRIPLINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT
OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION
EFFORTS PGIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES
SHALL BE APPROVED BY OWNER OR LA, BEFORE ANY CONSTRUCTION
ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR
TREES FOR STRESS AND/OR DAMAGE AND ADVISE OWNER, LA AND
TREE ARBORIST OF ANY STRESS.
3. CONTRACTOR TO NOTIFY OWNER AND/OR LANDSCAPE ARCHITECT
48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY
NEEDED WITHIN ANY TREE PROTECTION MEASURE, ALL TREE PROTECTION
MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS
BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF
EXISTING TREES UNLESS APPROVED BY OWNER, LANDSCAPE ARCHITECT
PRIOR TO WORK.
4, ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE
OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A
MANNER SENSITIVE TO ENSURE NO DAMAGE WILL BE DONE TO THE
EXISTING TREES. THE PREFERS) METHOD FOR GRADINGS AREAS
WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE
GRADED MAY BE DONE WITH A SMALL BOBCAT OR TRACT -HOE,
6, CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER AND
LANDSCAPE ARCHITECT AND/OR TREE ARBORIST PRIOR TO COMMENCING ANY
WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN
EXISTING DRIPLINES.
6. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -00 SHALL BE
MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).
7. CONTRACTOR TO VERIFY OVANITIES AND REPORT ANY DESCREPANCIES
TO THE LANDSCAPE ARCHITECT.
8. IF SCHEDULED SPECIES ARE UNAVAILABLE CONTACT LANDSCAPE
ARCHITECT BEFORE MAKING ANY SUBTITUTIONS OR CHANGES. ALL PLANT
SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE
ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL
SUBMIT THESE SUBSTITUTIONS IN WRITING,
9. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL
PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL
PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE
ARCHITECT 48 -HOURS PRIOR TO DELIVERY.
10. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM
PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 24NCH DEPTH. MULCH
RINGS 36 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES
NOT LOCATED IN PLANTING BEDS.
10 STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING
3:1 ITO BE DETERMINED BY LA AND ENGINEER), TREE PLANTING AND MEADOW
MIX PLANTING SHALL BE PERFORMED IN A MANNER THAT DOES NOT
COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT IIF USED). SLOPE
PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN
PRODUCT. CONSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND
QUANTITY. )WE'LL PROVIDE AND REFERENCE A SPEC FOR TRS.)
12. PLANTING MEETS MINIMUM COUNTY REQUIREMENTS.
13. ANY PLANTING DESIGNATED TO BE RELOCATED SHALL BE DONE UNDER THE
SUPERVISION OF OWNER AND/OR LANDSCAPE ARCHITECT.
so -aa
T.S.
NOTES:
1.SET TREE PLUMB PRIOR TO STAKING
G ON SLOPE
ER TO TREE IM
,KING DETAIL 1w
E GUYING DETAIL CONSISTS
2 GUYS,SET 120° AROUND
NT PIT ON "UPHILL" SIDE
ER TO BERM GRADING
VS FOR ELEVATIONS
SIDE SLOPES; SEE
ETS 11, 12, 13, AND 14.
ER TO FOOTBALL O
DETAIL
(PACT EXCAVATED SOIL
FORM FOOTBALL PIT
DOWNHILL SIDE OF TREE
NCH EDGE AROUND
RE AREA TO BE
CHED
Soil Specifications
1. TOPSOIL IS DEFINED AS CLEAN, LOOSE MATERIAL FROM ON-SITE, OR AN APPROVED IMPORT.
2.AMENOED SOIL MIXTURE IS DEFINED AS 40% LUCK BIOFILTER SOIL MIX FROM LUCK STONE
MIXED WITH 60% TOPSOIL.
N.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 71902
t 434979-7522
P. 434977-1194
www.mckaecarson.com
McKee Canon and Field Spur CarMeph, Ltd.
resmesi4common law coomintand other
P.Pmty rights in these dmwnmgs. All ideas,
designs. sections, details, and plum are the
property of McKee Carson and Field Spart
Concepts, Ltd. These Plans are not to be
reproduced, Changed, or copied in any
form o manner whatsoeyer, nor ore they
to be assigned to any Mind Party without
first obtaining the express permhsion and
consent of either McKee Carson or Field
Sport Conoxi Ltd.
pLTH op 4
r � 2
a
O ROBERT B. M E f-
G
d� N CA4 T4
Sheet No.:
10
Of. 14
Scale:
N/A
O
05/27/08
Project No.:
0706
Designed:
AT
�
JHA
Q
rv^
v J
�
1�
u
°
"
z
mo
Cn
W
.}I
50
Sheet No.:
10
Of. 14
Scale:
N/A
Date:
05/27/08
Project No.:
0706
Designed:
AT
Checked:
JHA
Sheet No.:
10
Of. 14
DRAINAGE SWALE A A
COARSE McKEECARSON
DIRECTS FLOW 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH AGGREGATE
TO SEDIMENT UPSLOPE ALONG THE LINE OF
CLASS ICONSULTING ENGINEERS
BASIN STAKES. 1' VAR.�. RIPRAP
STONE i LANDSCAPE ARCHITECTS
CONSTRUCTION 7 3" C ASPHALT 3d -- FILTER LAND PLANNER
TOP COURSE o PIPE OUTLET TO FLAT V ,
ACCESS - " � CLOTH
2/ PLAN VIEW do AREA WITH NO DEFINED
EXISTING- ✓ j j r / CHANNEL WEIR ELEV.=108.40 1.0' CHAARRLOT�TESVILLE, VA 222902
f- ET
PAVEMENT r / - -
_y _ II \ TOP ELEV-109.40 t. 434-979-7522
\/ 0434-977-1194
6" 21A AGGREGATE i--= ii �� � \
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1= 6" MIN. FILTER fir/ f \ /�\� / / t "\`�� %\��% ELEV.:107.00 ORIGINAL
CLOTH /��� ii\//'fin \//%//\/��� GROUND
67 CU. SECTION A -A //��/ EXCAVATEDICRE�-/\O�\%�/ Q G' Q��\%/\�/y ELEVATION107 00
EDGE OF OR /� /,�////i%\�° a �/\\\\/\ 2' MAX \\\/C/\\�//„/Q�\��\/�\/%\/� McKeeeosonand Fieldslwn Cancepis Ud.
70' MIN. /�/ /\ g
SECTION A -A /\/�/. ELEV.=105.00,�!� /�� reserves its common krw copyright and other
PAVEMENT p%_. \\��p� �/�jj\>� properly rights in Mese drawings. All ideas.
ASPHALT PAVED % /' ��\\\\ a�\/�QQ/a\�\'�`"� tlesi ns, sections, details, and plan am the
WASHRACK 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT / d
TO STAKES AND EXTEND THE EXCAVATED SOIL. ��i\\/-.{- CROSS SECTION OF OUTLET Spart
C ncopntMcKee Carson and Lte. mese plans Red
be
B IT INTO THE TRENCH.
MUST EXTEND* KEY IN 6"-9"; LENGTH (IN FTI: reproduced changed, or copied In any
FULL WIDTH OF FILTER CLOTH KEY IN 6"- "; FOR 6 x DRAINAGE toren or monner whatsoever. nor are they
1 INGRESS AND AREA (IN AC.)
'2% "z' 2 <� ENTIRE PERIMETER to be assigned to any third party wlmout
- .14 2Y,.• A EGRESS
- / / CLASS I RIPRAP hot obtaining the express permissbnontl
OPERATION �/ /
EXISTING - / - _ / A consent of spwCo,,epther McKee Carson or Reltl
PAVEMENT /-� �'`C/� /� DIVERSION
/ / / " A 3d o )MIN.) DIKE slwdconcepn•da.
B POSITIVE DRAINAGE / //_ fir/ \�//%\\\'�io>
TO SEDIMENT /.N �/� --- �\�- ..
CONSTRUCTION PLAN VIEW
STONE
TRAPPING DEVICE /� \\\�\ FUO /� \\\\�\` oto --- AGGREGATE
.,/.✓ '//r �?i'/' PIPE OUTLET TO WELL-\��--�-\� \_
PLAN VIEW SHEET FLOW INSTALLATION DEFINED CHANNEL \-���-- �� �� FILTER
(PERSPECTIVE VIEW) \ CLOTH
L ��� EXCAVATED �; ��
POSITIVE DRAINAGE _
12 MIN TO SEDIMENT
2� TRAPPING DEVICE a LIC' ND• 43683 �.
\\ \ \ -,. FLOW \
T ... 77-FILTER
A ASECTION A -A 0 %/41 H / oknL tib°
SECTION B -B CLOTH "AIR, W1 KEY IN 6%9":
OUTLET (PERSPECTIVE VIEW)
RECOMMENDED FOR NOTE:
7. / / T77 \ /\/ / FILTER CLOTH ENTIRE PERIMETER 'SEE TEMPORARY SEDIMENT TRAP DIMENSIONS DETAIL
NOTE: NOTES: "'"COARSE AGGREGATE SHALL BE VDOT /3,0357 OR 05
A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5". POINTS A SHOULD BE HIGHER THAN POINT B. 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP, GASION BASKET. OR CONCRETE. l
DRAINAGEWAY INSTALLATION 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. F~y
(FRONT ELEVATION) 3. d : 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
PAVED CONSTRUCTION ENTRANCE o.00, SILT FENCE WITHOUT WIRE SUPPORT)OUTLET PROTECTION -PIPE �� TEMPORARY SEDIMENT TRAP E"
�+ `V1 / ..e., w^
CE PLAN AND SECTION N.T.S. SF DETAIL N.T.S. Vr PLAN AND SECTION N.T.S. \J PERSPECTIVE AND SECTION N.T.S. I --I
MINIMUM TOP WIDTH (WI REQUIRED FOR SEDIMENT TRAP EMBANKMENTS C) O
SOIL STABILIZATION MATTING s3 --I
SHALL BE USED IN CLASS I RIP RAP ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
CONJUNCTION WITH RIPRAP \ 2 X 4" WOOD FRAME --._ WITH GRATE H Ho W V
AT OUTLET END OF PIPE 4 \d a s I / INVERT PIPE 1.5 0.5 2.0
1I / + RIPRAP HEADWALL ---- - 2.0 1.0 2.0 CU
,.. 1.5' 10A X. ---- FRAME sF��
COARSE
E 0357, OR E p 2.5 2. 2.5 t�1 O
2
3.0
ENTRENCH EDGES ! , COARSE AGGREGATE � � � _ l (-�
OF MATERIAL 6" j m • \ '+"' r' 'W SEDIMENT STORAGE AREA' �-- J __ ____ _ 3.5 2.5 30
/ -�_ ~
4.0 3.0 3.0 > [~
65 35 40 z
3�41N. a
_ / ��7 4.0 4.5
iv ORIGINAL GROUND Irl
\ \ / ELEVATION :107.00 FL-
_�I GATHER ry EXCAVATED AREA
EXCESS MAX. DEPTH - 2' O U Q
AT CORNERS
5' PERSPECTIVE VIEW PERSPECTIVE VIEWS 0
1' 2" STAKE
41 STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, STD. a SPEC. 3.13 -� O
TRANSVERSE 67 C.Y./ACRE WET STORAGE (BELOW BASE OF STONE) FABRIC ---ST TEMPORARY SEDIMENT TRAP DIMENSIONS XD 007 � �
CLOSED CHECK SLOT 67 C.Y./ACRE DRY STORAGEWASE OF STONE TO TOP OF STONE BERM)
t; DETAIL N.T.S. O O
TRANSVERSE PIPE INVERT U'\ _ N
OPEN CHECK SLOT FL _ 1' IN. W
2. UPSTREAM AND
;o DOWNSTREAM TERMINAL CLASS RIPRAP
RIPRAP
HEADWALL
FLO-� VDOT 03, 0357, NATURAL
6'- ORAGGREEGATE GSE GROUND 1 2 ELEVATION OF STAKE AND
- 4
V FABRIC ORIENTATION
DETAIL A I
AREAS TO BE///���//�j I
P P (CDT TURED
F EBC.I ti 3.\�\\�/��.`. 1
Fw FLOW SPECIFIC APPLICATION LIMITS OF FENCE TO I BE DETERMINED BY I
I Revisions:
p� THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE PROJECT ENGINEER j l.s/291a7: e1'PEBEVam'coNtlfENTs
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER I 2. 81 ARB COMMENTS
NOTE THAN 5%1 WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT , I aSUUMTALCO
NOTE: EXCEEDING 1 C.F.SJ ARE TYPICAL. THE METHOD SHALL NOT i a. v9/ax WSAPPWLRtY�N
1, SWALE TO BE LINED WITH NORTH AMERICAN GREEN SC 150 DOUBLE NET BLANKET APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS SNOW FENCE I I 5.2/T7/OR FINAL ARB REVIEW
ENTS
FOR EROSION CONTROL SEE WWW.ERNSTSEED .COM AND CONTACT LAPRIOR ELEVATION IN STREET OR HIGHWAY MEDIANS. I G4/l0/1&ARBCO,AE PLAN
TO INSTALLATION.I I d9/29/ce FINAL SITE PLAN
NOTE: SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
2, CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA MANUAL, 1988 ITTAL COAARiN16
9.1/30//M/ a9 FINAL SITE PLAN
3. SOURCE: VDOT ROAD AND BRIDGE STANDARDS
AL COMMENI6
t0.4/ 10/09 FPIAL StTE PLM
C2 SOIL STABILIZATION MATTING INSTALLATION CIP CULVERT INLET PROTECTION - SEDIMENT TRAP ao, � , SILT FENCE DROP INLET PROTECTION ��> S TPAL CQN
11.4/H/09 FINAL 6[IE PLAN
TYPICAL TREATMENT - 2 SCALE DETAIL N.T.S. IF' DETAIL N.T.S.
BOARD FENCE
tynm.>n Soll. ny CORD FENCE
�y � Scale: N/A
PLASTIC FENCE Date: 05/27/08
EARTHEN RIDGE '°" '>a=> / ",,,p _ CORRECT METHODS OF TREE FENCING
,
FILL SLOPE' 7 - -
'��-"%i"�. •--v-' 1 Project No.: 0706
AF
Checked:
as
2, Sheet No.:
w
,:
SOURCE: VA. DSWC
ns �� -"•..i meso
SOIL TYPES
a TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING
. 236: DAVIDSON CLAY LOAM, 2-7% SLOPES
TEMPORARY FILL DIVERSION o.o„ \\ " "�_ M. a TREE PROTECTION AND PRESERVATION FENCING
Fv 71 C: RABUN CLAY LOAM, 7 T015 /o SLOPES , r
SECTION N.T.S. .;•^' -•- 71 D: RABUN CLAY LOAM, 15 TO 25% SLOPES DETAIL N.Ts
Of 14
(SEE TYPICAL MANHOLE
FRAME AND COVER DETAIL)
SLOPEDAREA
"WEDG-LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE
PRECAST REINFORCED -
CONCRETE SECTIONS
"O" RING SEALS
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN INLET
& OUTLET PIPE SHALL BE PROVIDED.
12" MIN
16' MAX
V-17 MAX
STREET SURFACE OR
NON -PAVED AREA
&-O' MIN
112"
MIN.6" BEDDING
W/NO. 68 STONE
NOTE:
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALLJOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE,
SECTION
N.T.S.
ON 32 3/4" (834mm) DIA
BOLT CIRCLE.
(4)1"(25ri DIA HOLES
PLAN
11/2
27112 P
P 38m
111 7
261/4 P — p
667m 178m
f� 24 p
606m
287116 i 5/8
722m 16m
36
—P
914m
FRAME SECTION
SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY, DATED 10-24-07
TYPICAL SANITARY MANHOLE FRAME
THREADED PLUG CLEANOUTADAPTOR
CLEANOUT
ADJUSTABLE VALVE BOX WITH LID.
BINGHAM & TAYLOR FIG. NO 4905
ORAPPROVEDEQUAL
VDOT NO. 21A STONE
NOTES:
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A4' BEDDING OF NO. 68.
STONE SHALL BE PROVIDED.
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON AMINIMUM 6'
BEDDING OF NO. 68 STONE.
TYPICAL SEWER PIPE
INSTALLATION IN TREI
DETAIL
ION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. -
NOT BE LOCATED WITHIN THE RIGHT OF WAY
10'+/-
\_u
0'+l-
\U v
a:
WATER SEWER
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
NOTES:
1. EASEMENT WIDTHS: WATER OR SEWER ONLY- 20'MINIMUM; WATER& SEWER
- 30' MINIMUM
2. " SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES.
3. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BEAT 90e TO THE R.O.W
1 UTILITY LOCATIONS AND EASEMENT WIDTI
DETAIL
SECTION
PLUG END OF
SERVICE LATERAL
LID WITH THE
MARKING'SEWER"
CAST IN
NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TOA MANHOLE AND NO INVERT ELEVATION
FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE
LOWEST PIPE CONNECTED TO THE MANHOLE.
2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES
SHALL HAVE CLEANOUTS AS INDICATED.
3. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4' PER FOOT)
TYPICAL SEWER SERVICE LATERAL CONNECTION
N.TS. Q J PLAN AND
NEOPRENE
1/4" (6ni 0
IJF1:1
2" (51mm) LETTERS
(RECESSED FLUSH)
(2) CLOSED
PICKHOLES
(2) CORED
PICKBARS
1 118" (29mm) DIA BOSS
26 1 1/2
—p —P
660m 38m
316
-P
SECTION
SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY, DATED: 10-24-07
TYPICAL SANITARY MANHOLE COVER
PLAN AND SECTION
COVER LIFT NOTCH 1237"
WATER
CAST IRON LID
PIPE SLOT
(2 PLACES)
18"METERBOX
BROOKS 2200 SERIES
NOTES:
1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6' EXTENSION OR APPROVED EQUAL.
2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B
OR APPROVED EQUAL. USE Eli BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24".
3. FOR TOUCH READ METERS A 1.34' DIAMETER HOLE IS REQUIRED IN THE LID.
1 TYPIrAI UPTPP ROY tr A" _ 111 RAPTFRI
DETAIL
N.T.S.
S3121VA
TYPICAL
LATERAD
PLAN AND SECTION
CTION
EE.
W1
SERVICE
1"TYPE"K"
SOFT COPPER
1"x 1"x 1"TEE
DUAL SERVICE
NOTE:
NO SWEATED FITTINGS
(FLARED ONLY) P^T
1" TYPE "K'
SOFT COPPER
SINGLE SERVICE
CAST IRON
FINISHED GRADE —
1/4" BEND COUPLING
MUELLER NO. H-15069 (1')
NO. H-15069 (111/2',2')
FORD NO. L02-44 (1")
NO. L02-66 (11/2-)
NO. L02-77 (2')
OR APPROVED EQUAL;i
E
SALT TREATED
T 2 X 4 MARKER
FINISHED
GROUND
PLUG END
OF SERVICE
LATERAL
PROPERTY LINE
NOTES:
1. WHERE A SEWER SERVICE
LATERAL CONNECTS TOA
MANHOLE AND NO INVERT
ELEVATION FOR THE SERVICE
LATERAL IS INDICATED, THE
TOP (CROWN) ELEVATION OF
THE SERVICE LATERAL PIPE
SHALL BE AT LEAST 0.2' HIGHER
THAN THE TOP (CROWN)
ELEVATION OF THE LOWEST
PIPE CONNECTED TO THE
MANHOLE.
SEWER LATERALS TAPPED INTO
2. AN EXISTING SEWER MAIN
SHALL BE CONNECTED USING A
PIPE SADDLE AS
MANUFACTURED BY "SEALTITE",
OR AN APPROVED EQUAL,
3. MINIMUM GRADE FOR SEWER
SERVICE CONNECTION SHALL
BE 2% (1/4" PER FOOT).
4. ALL SEWER LATERALS SHALL
HAVE A MINIMUM DIAMETER OF
4'.
5. ALL SEWER LATERALS SHALL
HAVE A MINIMUM COVER OF 3'.
V COMPRESSION x 314"
MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES
OR DUAL RESIDENTIAL AND
IRRIGATION SERVICES
PROPERTY 1" COMPRESSION x 3/4"
LINE MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE
FAMILY RESIDENTIAL SERVICE
WHERE AN IRRIGATION METER
o IS NOT PROVIDED
BROOKS 2200 SERIES
BOX WITH EXTENSION
OR APPROVED EQUAL
IN UNPAVED AREAS
LOCKWING ANGLE
VALVE
COPPERSETTER
(PLACED ON STONE)
FORD VV72 (5/8"x3/4')
VV74 (1')
OR APPROVED EQUAL
METER
BRICK AS NECESSARY
4" STONE BEDDING
`J CORPORATION STOP
(1", 1-1/2", 2")
MUELLER NO. H-15000
NOTES: FORD NO. F-600, OR
1. SADDLES SHALL BE USED ON PVC PIPE. APPROVED EQUAL
2. THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS
NOTED ABOVE OR UNLESS OTHERWISE APPROVED.
TYPICAL SERVICE LATERAL INSTALLATION
PLAN AND SECTION
N.T.S.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
f: 434979-7522
f: 434977-1194
wvvw.mckeecarson.com
McKee Cason and Real Spatl Concept, Ltd.
reserves its common law copyright and other
properly n is In these drawings. All ideas.
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts. Ltd. These plans are not to be
reproduced, changed, or copied In any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission antl
consent of either McKee Carson or field
Sport Concepts, Ltd.
Scale:
N/A
r-4
REMAINING BACKFILL
Project No.:
0706
Designed:
AF
Checked:
)HM
SHALL NOT CONTAIN
36"MIN
ROCK MATERIAL LARGER
THAN 6" IN ANY
DIMENSION
24"MIN
�
Q
p
V
}'
INTIAL BACKFILL'
V
8"MIN
(6' LIFTS)
a
P-1
EMBEDMENT
Ln
T' -I
Ey
THOROUGHLY COMPACTED
SPRING LINE OF PIPE
BY HAND OR APPROVED
NO. 68 STONE
— O _
MECHANICAL TAMPER
HAUNCHING
IN LINE —
_
WYE -TEE
BEDDING 6" max 4" min
:.;
FOUNDATION (SHALL BE
"-
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE)
MAINLINE
NOTES:
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A4' BEDDING OF NO. 68.
STONE SHALL BE PROVIDED.
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON AMINIMUM 6'
BEDDING OF NO. 68 STONE.
TYPICAL SEWER PIPE
INSTALLATION IN TREI
DETAIL
ION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. -
NOT BE LOCATED WITHIN THE RIGHT OF WAY
10'+/-
\_u
0'+l-
\U v
a:
WATER SEWER
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
NOTES:
1. EASEMENT WIDTHS: WATER OR SEWER ONLY- 20'MINIMUM; WATER& SEWER
- 30' MINIMUM
2. " SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES.
3. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BEAT 90e TO THE R.O.W
1 UTILITY LOCATIONS AND EASEMENT WIDTI
DETAIL
SECTION
PLUG END OF
SERVICE LATERAL
LID WITH THE
MARKING'SEWER"
CAST IN
NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TOA MANHOLE AND NO INVERT ELEVATION
FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE
LOWEST PIPE CONNECTED TO THE MANHOLE.
2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES
SHALL HAVE CLEANOUTS AS INDICATED.
3. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4' PER FOOT)
TYPICAL SEWER SERVICE LATERAL CONNECTION
N.TS. Q J PLAN AND
NEOPRENE
1/4" (6ni 0
IJF1:1
2" (51mm) LETTERS
(RECESSED FLUSH)
(2) CLOSED
PICKHOLES
(2) CORED
PICKBARS
1 118" (29mm) DIA BOSS
26 1 1/2
—p —P
660m 38m
316
-P
SECTION
SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY, DATED: 10-24-07
TYPICAL SANITARY MANHOLE COVER
PLAN AND SECTION
COVER LIFT NOTCH 1237"
WATER
CAST IRON LID
PIPE SLOT
(2 PLACES)
18"METERBOX
BROOKS 2200 SERIES
NOTES:
1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6' EXTENSION OR APPROVED EQUAL.
2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B
OR APPROVED EQUAL. USE Eli BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24".
3. FOR TOUCH READ METERS A 1.34' DIAMETER HOLE IS REQUIRED IN THE LID.
1 TYPIrAI UPTPP ROY tr A" _ 111 RAPTFRI
DETAIL
N.T.S.
S3121VA
TYPICAL
LATERAD
PLAN AND SECTION
CTION
EE.
W1
SERVICE
1"TYPE"K"
SOFT COPPER
1"x 1"x 1"TEE
DUAL SERVICE
NOTE:
NO SWEATED FITTINGS
(FLARED ONLY) P^T
1" TYPE "K'
SOFT COPPER
SINGLE SERVICE
CAST IRON
FINISHED GRADE —
1/4" BEND COUPLING
MUELLER NO. H-15069 (1')
NO. H-15069 (111/2',2')
FORD NO. L02-44 (1")
NO. L02-66 (11/2-)
NO. L02-77 (2')
OR APPROVED EQUAL;i
E
SALT TREATED
T 2 X 4 MARKER
FINISHED
GROUND
PLUG END
OF SERVICE
LATERAL
PROPERTY LINE
NOTES:
1. WHERE A SEWER SERVICE
LATERAL CONNECTS TOA
MANHOLE AND NO INVERT
ELEVATION FOR THE SERVICE
LATERAL IS INDICATED, THE
TOP (CROWN) ELEVATION OF
THE SERVICE LATERAL PIPE
SHALL BE AT LEAST 0.2' HIGHER
THAN THE TOP (CROWN)
ELEVATION OF THE LOWEST
PIPE CONNECTED TO THE
MANHOLE.
SEWER LATERALS TAPPED INTO
2. AN EXISTING SEWER MAIN
SHALL BE CONNECTED USING A
PIPE SADDLE AS
MANUFACTURED BY "SEALTITE",
OR AN APPROVED EQUAL,
3. MINIMUM GRADE FOR SEWER
SERVICE CONNECTION SHALL
BE 2% (1/4" PER FOOT).
4. ALL SEWER LATERALS SHALL
HAVE A MINIMUM DIAMETER OF
4'.
5. ALL SEWER LATERALS SHALL
HAVE A MINIMUM COVER OF 3'.
V COMPRESSION x 314"
MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES
OR DUAL RESIDENTIAL AND
IRRIGATION SERVICES
PROPERTY 1" COMPRESSION x 3/4"
LINE MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE
FAMILY RESIDENTIAL SERVICE
WHERE AN IRRIGATION METER
o IS NOT PROVIDED
BROOKS 2200 SERIES
BOX WITH EXTENSION
OR APPROVED EQUAL
IN UNPAVED AREAS
LOCKWING ANGLE
VALVE
COPPERSETTER
(PLACED ON STONE)
FORD VV72 (5/8"x3/4')
VV74 (1')
OR APPROVED EQUAL
METER
BRICK AS NECESSARY
4" STONE BEDDING
`J CORPORATION STOP
(1", 1-1/2", 2")
MUELLER NO. H-15000
NOTES: FORD NO. F-600, OR
1. SADDLES SHALL BE USED ON PVC PIPE. APPROVED EQUAL
2. THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS
NOTED ABOVE OR UNLESS OTHERWISE APPROVED.
TYPICAL SERVICE LATERAL INSTALLATION
PLAN AND SECTION
N.T.S.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
f: 434979-7522
f: 434977-1194
wvvw.mckeecarson.com
McKee Cason and Real Spatl Concept, Ltd.
reserves its common law copyright and other
properly n is In these drawings. All ideas.
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts. Ltd. These plans are not to be
reproduced, changed, or copied In any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission antl
consent of either McKee Carson or field
Sport Concepts, Ltd.
Sheet No.:
12
Scale:
N/A
r-4
04/27/08
Project No.:
0706
Designed:
AF
Checked:
)HM
V
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Q
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V
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V
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Sheet No.:
12
Scale:
N/A
Date:
04/27/08
Project No.:
0706
Designed:
AF
Checked:
)HM
Sheet No.:
12
FOR ALL BENDS
45°
2
4Alk
5°
L
PLUG
B
A
WIDEN TRENCH TO FOR TEE OR
ACCOMODATE
ANCHOR IF REQUIRED.
BEDDING
PLUG
A45° AIR RELEASE VALVE, APCO
MODEL NO. 143C (1"), NO.
MAX 200A(1'), NO. 145C (2"), NO.
2000 (2') OR APPROVED
EQUAL
PIPE
DEGREE
BEND D
MENSIO
S (FT)
VOL.
TEE AND PLUGS (FT)
VOL.
SIZE
OF BEND
CU.YD.
CU.YD.
L
H
T
L
H
T
2.50
2.50
3.01
0.24
SLOPED AREA
w
4" 8
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
ry
1.50
2.00
2.52
0.10
STEPSORAPPROVED
1.50
2.00
2.50
0.10
2-7
"CRUSHED STONE
PRECAST REINFORCED
3.66
3.16
3.21
0.48
CONCRETE SECTIONS
82.66
#12
2.66
2.77
0.26
3.16
2.91
2.66
0.32
T-7
MIN
1.66
2.16
2.69
0.13
- ✓ c:
1.66
2.16
2.67
0.13
4.83
3.83 3.42
0.83
12"MIN
10' 83.33
3.58 2.95
0.43
3.83
4.00
2.83
0.52
MINIMUM ELEVATION
2.33
2.58 2.86
0.24
r
DIFFERENCE ACROSS M.H.
5'
1.83
2.33 2.84
0.18
FROM INLET TO OUTLET
1. THRUST BLOCKS AKE KLUUIKtU'IVLttrvcvcm l nc rlrourro . s.rrrawr=o vrnw, iv,.,
CHANGES SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE 8
SIZE OF ALL THRUST BLOCKS.
\ CONCRETE THRUST BLOCKS
Z / PLAN AND SECTION
BRASS OR BRONZE PIPE
BRICK SUPPORTS OR -
SOLID CEMENT BLOCKS
DRAIN TO GRADE
IF POSSIBLE
NOTES
STREET SURFACE OR
FINISHED GRADE
NON -PAVED AREA
Scale:
N/A
Date:
FRAME & COVER
Project No.:
0706
-
-
(SEE TYPICAL MANHOLE
�
FRAME AND COVER DETAIL)
�
SLOPED AREA
w
"WEDG-LOK" TYPE
U
v
BRONZE GATE
RUBBER COATED STEEL
tC
ry
1'-0"MAX
VALVE
STEPSORAPPROVED
o
EQUAL CAST IN PLACE
�
2-7
"CRUSHED STONE
PRECAST REINFORCED
CONCRETE SECTIONS
"0"RING SEALS
T-7
MIN
�.'.
CONCRETE
- ✓ c:
-
FILLETS
12"MIN
MINIMUM ELEVATION
r
DIFFERENCE ACROSS M.H.
5'
q-0•
5"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
\
DEPTH OF FLOW CHANNEL
VARIES
TYPE "K" SOFT
TO BE 314 DIAMETER
COPPER
OF CONTRIBUTING SEWER.
A FILLETED INVERT FOR A
---_--
SMOOTH TRANSITION OF
CORPORATION STOP,
FLOW BETWEEN INLET &
12"
MUELLER NO. H 15000
OUTLET PIPE SHALL
BE PROVIDED.
OR APPROVED EQUAL
MIN. 6" BEDDING
WINO.68STONE
SECTION
1. APRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED NOTES:
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
EQUAL, SHALL BE USED. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. FOR WATERLINES SMALLER THAN 12" USE A 1"A.R.V. AND FITTINGS. FOR WATER 2. THE NOWILL DETERMINE WETHER MANHOLES SHALL HAVE
EXTENNDEDDED OR NON -EXTENDED BASES.
LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
3. IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
TYPICAL AIR
N.T.S. q3V SECTION
ASE VALVE
BENCH SLOPED TO FLOW
CHANNEL
N.T.S. 3000 PSI C
FLEXIBLE
WITH STAI
BAND
PLAN
NOTE:
ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE
CONNECTYPICAL YPICAL SANITARY MANHOLE
SHOWING BRANCH TIE-IN
NOTE:
IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
Z TYPICAL GATE VALVE
DETAIL
SAFETY FENCE
ACE 5' GALV. " WITNESS " POST
,INTED BLUE TO INDICATE VALVE
(CATION AS DIRECTED. MARKER
KATION MAY BE SUBJECT TO
GHWAY DEPARTMENT APPROVAL.
DISHED GRADE
IJUSTABLE VALVE BOX
LID BINGHAM & TAYLOR
3. NO. 4905 (SCREW TYPE)
Z APPROVED EQUAL
J. GATE VALVE
30 P.S.I.
INCRETE
RUSTBLOCK
2' BEARING
EA
PERSPECTIVE VIEW
PERSPECTIVE
PERSPECTIVE VIEW PERSPECTIVE VIEW
PLASTIC FENCE METAL FENCE
N.T.S.
N.T.S.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLORESVILLE, VA 22902
t: 434979-7522
f: 434977-1194
..mckeecanon.com
Words Carson and Fieltl Sporl Concepts, Lia.
reserves its common law copyright one other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or coped ,n any
form or manner whatsoever nor are they
to be assigned to any third party without
first pairing the express permission antl
consent of either McKee Carson or Field
Sport Concepti. Ltd.
l
Q
Scale:
N/A
Date:
04/27/08
Project No.:
0706
Designed:
V
Checked:
�
�
w
U
v
tC
ry
o
�
Revisions:
1.s/zs/In: SITE im COM1II.fEN1M
2.8/31/07:ARBccALAlat REV
FINAL
3110/17/07: MAL
MUBI,111TAL C014MTS
11
9.1/9/08: DOS APPEAL
REVLE W
5.2/17/08: FINAL ARB REVIEW
74/10/08:ARBCSUEFL IS
J 9/]0/0081IMALSITEPLAN
8.9 /99/01 FINAL SITE PLAN
SOLCI$
9. 10/051 MAIL
STITEN
SUTALNNIM
10.4/10109NAILSM
SUBM1171TAIL
MIRNl
114/M/09MALSTTEPLA
N
Mf IBM1BI'IAL COA9IQN'IS
Sheet No.:
13
Of. 14 11
Scale:
N/A
Date:
04/27/08
Project No.:
0706
Designed:
AF
Checked:
JHM
Sheet No.:
13
Of. 14 11
SPECIFICATIONS
FOR PRODUCT PRICING AND PROCURRU VF.CONTACT:
RAINWATER MANAGEMENT SOLUTIONS(RMS)
SALEM, VA 24153
(510) 3756750
ATIN:RCKHALL
EQUIPMENT:
T-101: RAA' WATER STORAGE TANK (CISTERN). CONTAINMENT SOLUTIONS BELOW GROUND HOLDING TANK FIBERGLASS CONSTRUCTION, 12)000 GALLON CAPACITY, 8'
DIAMETER, 33LONG, TOP MAN WAY. NOZZLE SIZES AND LOCATIONS AS NOTED ON THE DIAGRAM.
FFE-101: WIS7' WFF150 VORTEX RAINWATER HARVESTING FILTER. REFER TO MANUFACTURER WRITTEN INSTRUCTIONS FOR INSTALLATION.
FF lM: FLOATING FILTER WISP FLOATING SUCTIONFRTER 2INCH RIaDN. COURSE MESH SCREEN.
LS -101: &IEVEL LEVEL SENSOR- RECOMMEND APPROPRIATE FLOW MODEL, ULTRASONIC LEVELTRANShBTTP.R
LSLL-10111: LOW LEVELSWRCH,FUMPCUT-OUT. FLOWLWE MODELLZ101405 *rUNINGFORK" LEVELSFNSORSWMX 31CNPTCONNECTKNN.
P-101:PRES5URIZATIONPUMP. TO BE SPECIFIED BY MEP (PLUMBING ENGINEER) SOAS TO PROPERLYSUPLY ALLENDUSE4 RECOMMENDCRUNDPoBPUMPSYSTEM,
CONTACT RMS.
F-102: BAG FILTER TO BE SPECIFIED BY ME (PLUMBING ENGINEER) SO AS TO PROPERLY MEET DEMAND REQUIREMENTS. 20 MICRON MEMMUM FILTRATION
REQUIREMENT.
STORM DRAINAGEPIPI NG (PVC): ASTMD2665DWVPIPEAND FITTINGS, SCfEDULE40.
PRESSURE PWING (PVC): ASTM D1765 FVC PLAIN END PRESSURE PEE, SCHEDULER. SOLVENT CEMENT SOCKET FTDING9. FVC BODY RALL VALVES WITH TRUE -UNION
END CONNECTIONS, FIFE SFATS.
PRESSURE PIPING (COPPER): ASTM B88 COPPER WATER TUBE WITH WROUGHT COPPER SOLDER FITTINGS. 95/5 LEADFREE SOLDER IOBN15. T WO PIRCE BRONZE BODY
BALLVALVES WTTHSOLDER END CONNECTIONS. 1" FI BRGLASSPIPE24SULATION WITH AU SERVICEIACKST.PIPELABLES: "NON-PUTABLE WATER" IN BLACK
LETTERING OVER PURPLE FIELD. VALVE GABLES PREFIXED WPW WITH VALVENUMBER
INSTRUMENT LEGEND
LEMSWITCH (MGH AND LOW SETTINGS)
LSLL LEVELSWITCH.LOW .LOW D' UMPCUT-OUT)
/
PRESSURE SWITCH a[IGHAND LOW SETTING)
PRE%URE INDICATOR (GAUGE)
COUNTY WATER MAKE-UP CONTROLAND PUMP CUT-OUT:
1. WHEN CISTERN LEVEL DROPS TO 19 INCHES ABOVE BOTTOM OF TANK, LS -101 OPENS MAKE-UP
WATER VALVE (LCV -101) TO FILL CISTERN WITH COUNTY WATER.
2. WHEN CISTERN LEVEL RISES 7024 INCHES ABOVE BOTTOM OF TANK, LS -101 CLOSES MAKE-UP
WATER VALVE (UCV-101).
3. WHEN CISTERN LEVEL DROPS TO 16 INCHES ABOVE BOTTOM OF TANK, LSTL101B OPENS START
CONTROL CIRCUIT TO PAM AND PREVENT POMP START.
NOTES:
1. COUNTY WATER SUPPLY SHALL BE PROTECTED BY AN ABR GAP WITHIN THE CISTERN.
2. INSTALL BULKHEAD FITTINGS ON WALLS OF CISTERNS AS SHOWN ON PLANS AND ELEVATIONS.
FOLLOW MANUFACTURER INSTALLATION PROCEDURES.
3. INSTALL BACKWATER TERMINAL VALVE EQUAL TO ROYAL PIPE SYSTEMS, 6INCH DIAMETER -
INSTALL AT DISCHARGE TO CATCH BASIN SHOWN ON CIVIL DRAWINGS -
4. MAINTAIN AN AIR GAP ABOVE CISTERN OVERFLOW WATER LEVEL
ITEM NO.
T-101
FFE-101
F-101
FLOW C. DEVICE
P-101
F-102
H(FT)
RAIN WATER
FIRST' FLUSH
FLOATING
FLOW CALMING
PRESSURE
BAG
TITLE
S[ORAGETANK
EFFECT STRAWERS
FILTER
DEVICE
PUMP
FILTER
NIA
CAPACITY: 12,000 GAL
MEDRIMCAPACTTY
FLOATING FILTER
USE
REM TO EQUIPMENT
20 MICRON
FIBERGLASS
VORTEX RAINWATER
21' HOSE, IO FT
DEVICE PART#
P-101 NOTE ABOVE
FILTRATION
CONTAINMENT
FINE FILTER
LENGTH,COURSE
JAY R. SMITH
WA
WITH APPROPRIATE
0
SOLUTIONS
WITH EXTENSION TUBE
JAY B. SMITH
RIEVAM1
WALL
FLAW FOR EVD
0
JAY R. SMITH
RH9532C-2
Initial bottom
USEDEMAND
NONE
4500
RH952D6
600
156
3.0
103.45
A
NOTES
Water Quality
OR -1
2" PVC ORIFICE
1500
6000
A RAINWATER HARVESTING SYSTEM DIAGRAM AND SPECIFICATIONS
A4 .
PRESSURE TANK
Cistern Invert Schedule
Description
ID
STRTYPERE
Incremental
Cumulative
BS, AF
a (Dago)
H(FT)
I(FT)
a NONE
Storage (Gal.)
Storage (Gel.)
Storage (vCF)
Bottom of Tank
BT -O
CISTERN
NIA
NIA
WA
WA
WA
100.30
(Outside Elev.)
WALL
Bottom of Tank
BT -I
CISTERN
N/A
WA
WA
0
0.0
100.45
(Inside Elev.)
WALL
Initial bottom
LV -1
NONE
4500
4500
600
156
3.0
103.45
Storage
Water Quality
OR -1
2" PVC ORIFICE
1500
6000
802
178
3.75
104.20
Volume
OUTLET
Detention
2
5" PVC EMERGENCY
4000
10000
1337
243
5.8
106.25
Volume
OVERFLOW
TOP OF Tank
(Inside Elev.)
TTI
CISTERN
2000
12000
1604
360
7.6
108.05
WALL
TOP OF Tankn,A
(Outside Elev.)
CWT
N/A
NIA
N/A
NIA
N/A
108.20
Ground Elev.
GRND
GROUND
N/A
N/A
NIA
NIA
N/A
110.25
(2' Cover)
NOTE: SEE DIAGRAM FOR ID LOCATIONS
4 CISTERN INVERT SCHEDULE
P
Du
FIAATING
FR.TER
mao.lazs �
SHELL LADES 2-0511SD
NOTES:
m HDID WMN SI MPcs
NOW DDMN SMP L=EM
0 ME'IY LFI LW - M
METS LFI LW - HD
a CISTERN SECTION WITH INVERTS 14 CISTERN DETAIL (FROM MANUFACTURER)
MONTESSORI COMMUNITY SCHOOL
Albemarle County, Virginia
Rainwater Harvesting System
�ILAND
Cistern System Layout
w
McKEECARSON
CONSULTING ENGINEERS 301 EAST HIGH STREET
LANDSCAPE ARCHITECTS CHARLOTTESVILLE, VA 22902
PLANNERS t: 434-979-7522
f: 434977-1194
www.mckeecarson.com
NO.
REVISIONS
DRAWN
BS, AF
DESCRIPTION
DATE
SCALE
a NONE
PROJECT No.
0706
DATE
01/30/09
DRAWN
BS, AF
CHECKED
BS
SCALE
a NONE
Sheet No.:
14
of 14