HomeMy WebLinkAboutSDP201000030 Plan - Approved 2010-11-25A PROPOSED ADDITION TO
TABOR PR
at
CROZET, VIRGINIA
CHURCH
FINAL SITE PLAN
11 OCTOBER 2010
sheet 01 COVER SHEET
sheet 02 PROJECT DATA
sheet 03 EXISTING CONDITIONS AND DEMOLITION PLAN
sheet 04 EROSION & SEDIMENT CONTROL PLAN
sheet 05 LAYOUT AND DIMENSION PLAN
sheet 06 GRADING AND UTILITIES PLAN
sheet 07 LANDSCAPE PLAN
sheet 08 EROSION & SEDIMENT CONTROL DETAILS I
sheet 09 EROSION & SEDIMENT CONTROL DETAILS II
sheet 10 LANDSCAPE DETAILS
111 3rd street se
chariottesville, VA 22902
t; 434 . 295. 8177
www.waterstreetstudio.net
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a.
CHURCH
FINAL SITE PLAN
11 OCTOBER 2010
sheet 01 COVER SHEET
sheet 02 PROJECT DATA
sheet 03 EXISTING CONDITIONS AND DEMOLITION PLAN
sheet 04 EROSION & SEDIMENT CONTROL PLAN
sheet 05 LAYOUT AND DIMENSION PLAN
sheet 06 GRADING AND UTILITIES PLAN
sheet 07 LANDSCAPE PLAN
sheet 08 EROSION & SEDIMENT CONTROL DETAILS I
sheet 09 EROSION & SEDIMENT CONTROL DETAILS II
sheet 10 LANDSCAPE DETAILS
111 3rd street se
chariottesville, VA 22902
t; 434 . 295. 8177
www.waterstreetstudio.net
Vicinity Ma
NTS
Context Ma
NTS
Survey Notes
Standards and Specifications
111111-111.1.1--
Adjacent Parcel Information
1.
Purpose of Site Plan Application
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
TMP I OWNER
.1_11.1_.__ .1 _._.__.1___ .1_11___1. ___.____ _ __ ___ _____1__1-1____ __ __
CURRENT USE ZONING
- __'
1. T.M. 56A2 -1 -12 (PORTION) MEASURING 0.55 ACRES AND T.M. 56A2 -1 -14 MEASURING 0.43 ACRES WILL BE
COMBINED INTO ONE TAX MAP PARCEL.
2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
- -_---
- - - - -- ---- - - - - -- 1111- ----- __ .__ 1111____ ______._ ----- 11.1_-
__11.1.1____ _____ _ _ ___ .1.1.1.1_ ___ .1.111._ .1111____ .111.1._._ ��11__ --
2. TABOR PRESBYTERIAN CHURCH IS PROPOSING TO ADD A FELLOWSHIP HALL TO THE EXISTING TABOR CHURCH
C
BEFORE COMMENCING OR PROCEEDING WITH WORK.
56A2- 01 - -11
I SABER, ROGER L OR FAY F
SERVICE STATION COMMERCIAL
LOCATED ON 5804 TABOR STREET, CROZET, VA.
3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS,
ADOPTED JANUARY 15, 2001.
--
56A2- 01 - -10
I - -- - - --- - - -- -- - - - - -.. -- --
CHILES, HENRY B OR RUTH D
- - - - -- - - - - -- - - - - - -- - i
-- _ _ .1111._.. .111.1 _ - --
SINGLE FAMILY RESIDENTIAL' RESIDENTIAL
3. A PRELIMINARY SITE PLAN IS BEING SUBMITTED FOR THE ABOVE STATED REASON.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,
56A2- 01 - -18
_ .111.1._._ _.1.111 .1.1.1.1
i COUNTY OF ALBEMARLE
___. ___-11____11___ .1.111--_ ______.___ .1 __._ -- _ - - - -.1 .1.111;
COUNTY
4. CURRENT SITE FALLS WITHIN DOWNTOWN CROZET DISTRICT WHICH REQUIRES ARCHITECTURAL REVIEW BOARD
APPROVAL.
VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999.
.1.1.1.1._ _ _____.__ _,
------ ___________ _ 11.11_.. ____._.. .1.111...
__ .111.1..__ .1.1.1.1... .111.1._._ _
.1.111_ _ .1.1.1.1__ _ -'
DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
56A2-01--13 ---
LAWSON, ELIZABETH A -
SINGLE FAMILY RESIDENTIAL,` DOWNTOVN CROZET DISTRICT
5 A PRELIMINARY ARB SITE PLAN ALONG WITH OTHER ARCHITECTURAL DRAWINGS WERE SUBMITTED FOR ARB
_....._. ... _.11...11..... . - .111._
56A2- 01 - -15
1 TABOR PRESBYTERIAN CHURCH
SINGLE FAMILY RESIDENTIAL' DOWNTOV'VN CROZET DISTRICT
REVIEW AND APPROVAL ON MARCH 16, 2009.
---1111..__
_. _11.1.1_ ..._ _ __._ -__ _______ 1111______ _--- - - -.__ _ .111.1_____ _._...111
_._1111-._ .. _11__11__ _ _____ .__ ___ _ .1..111 --- __._...__ __ - _.11__1_ ----- - _.1__.1.1._
6. NO ADDITIONAL PARKING WILL BE PROVIDED, THE EXISTING PARKING (APPROXIMATELY 40 SPACES) ON
IFC 1414.1 -FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE
SETBACK LINE
TMP 56A2 -01 -12 WILL BE ADEQUATE TO SATISFY THE ADDITIONAL REQUIREMENTS.
General
Contractor
Notes
...... _........._. ___._...._.__ __ .... .....- - - -- - -- - -- - ........ - - - - ..... ....................
International
......... ...... .. ...__._._......._..__._._... - -- - -- ...._......_..._._......_. _ -- - - - - -- --- ........._._..- - --
Fire Code(IFC)
I
Notes
- -- ._._._... - ........... - - .......... ..
Site
Data
1.
THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE
1.
IFC 1404.1- SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPITACLES.
EXISTING
SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS AND MATERIAL
PROPOSED
_...._._...._.-.. . ........ . ... ___. ...... ....._......._...._... ____._-.__ ... _.._........ ................... _. ... _ ...... _ ...... _-. . __...._._....._._ ...................__._..........__...._......._._........_;...__......................_........_...._._._...._.-.._-......_....___.._._._._._-_._.__.__._._._._..
OWNER
SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES
2.
IFC 1404.2 -WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUIILDING AT THE
`
'
�"
BEFORE COMMENCING OR PROCEEDING WITH WORK.
_...._.. - - - .
END OF EACH WORKDAY.
2.
DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER.
3.
IFC 1410.1- ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION
.__.......__-..._.._.............................._._ ._... ... .........._._.......... - - - - -- 11.._._11..
-_.;1111 _._ _..._._.__... ....._- .- ..._._........... - - -
-- .................._....
SHALL BE MAINTAINED.
3.
THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE
PLAN PREPARER
LANDSCAPE ARCHITECTS: WATERSTREET
CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO
4.
IFC 1404.6 - CUTTING AND WELDING, OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE
DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
i I I
IN ACCORDANCE WITH CHAPTER 26, OF THE INTERNATIONAL FIRE CODE, ADDRESSING WELDING AND HOTWORK
.. .1.11...1 ..._...._.__.........._. _ .....1111_ .. ...._. _11....._.11_.. _
.
i
_....._. ... _.11...11..... . - .111._
OPERATIONS.
4.
AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE
................. I...--
---1111..__
_._......----__ ............ . .i
CONSTRUCTION SITE BY THE CONTRACTOR.
5.
IFC 1414.1 -FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE
SETBACK LINE
APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHIERE COMBUSTIBLE M
5.
PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR
...... _........._. ___._...._.__ __ .... .....- - - -- - -- - -- - ........ - - - - ..... ....................
ATERIALS HAVE ACCUMULATED,
......... ...... .. ...__._._......._..__._._... - -- - -- ...._......_..._._......_. _ -- - - - - -- --- ........._._..- - --
EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE.
I
.. - -- �.
- -- ._._._... - ........... - - .......... ..
6.
REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCT! -ION OR DEMOLITION
6.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONTOUR
SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PEIRMANENT FIRE
PERSONS ING SAFETY OF ALL
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
DEPARTMENT VEHICLE ACCESS SHALL BE PROVIDE
CONNECTIONS. VE D BY EITHER TEMPORFARY OR PERMANENT
TAX MAP PARCEL
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
TMP 56A2 -1 -14, 12
OADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. V /EHICLE ACCESS SHALL
- - lQ -
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
-
BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE.
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE
SITE ACREAGE
_ __
i _
0.98 ACRES
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE
_
OF THE OWNER OR THE ENGINEER ".
General Construction Notes for Site Plans
7.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS
_
RESIDENTIAL, DOWNTOWN CROZET DISTRICT
_
PAVEMENT
AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY.
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY
I _
__
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRAPNSPORTATION (VDOT)
8.
THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR.
WATER MAIN
. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERP,MIT. WHERE ANY
W
W
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
9.
TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL PERMIT FEES
RESIDENTIAL, DOWNTOWN CROZET DISTRICT
- -_
WATER VALVE
_ __
'�,
. 7 .
AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED.
2.
ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
i i
__..
ADJACENT PARCEL USES
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED,
10.
THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON- EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO
_
S
S
ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITFH THE APPROVED
THE NON- EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
- - -- - - -- - - - - - -- - -11.11_. - -- - --
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OBR OTHER CONSTRUCTION.
--- - - - - --
"MISS UTILITY" (1 -800- 552 - 7001).
a -- - -
,
- - - --
- -i
MAGISTERIAL DISTRICT
i
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE IMAXIMUM ALLOWABLE
11.
THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY
SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER
i I
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY.
I
i
- -- -___
ARE TO BE ACHIEVED.
12.
THE EXISTENCE All LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY
5.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPRNION OF THE
} ----------- -- -- - - - -- - --- - - - - -i
�O�
CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEEMED NECESSARY
MANHOLE
SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
IN ORDER TO STABILIZE DRAINAGE CHANNEL,
13,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED
6.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORIWI TRAFFIC CONTROL
- - - - - - -_-_-_-- ____ -___.
- - - -- - - - -- - -- - - - - - - --
SURFACE PAVING, CURB AND GUTTER WAIVER
- - - - - -- -------- - - - - -- --
DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND
- - -t ---- - - - - -- i� -- - -- - --
,
DEVICES.
----- - - - - -- -
NOTIFY THE ENGINEER.
- - - - ----------------------
VARIANCE
- - -- - - -- -- - - - - - -- ----- - - - - -- - - -- - - - --
NONE
7.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE: - CLASS Ill.
14.
RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE
-- -------------------------9
- - - -
- - -- _ ______,
- -
- -
WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF
8.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANNDARDS FOR THE
- -- - _- __._- ------------- ------- - - - - -- ----- - - - - --
CONSTRUCTION.
CONSTRUCTION INDUSTRY (29 CFR PART 1926)
15.
THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT
9.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAINED AREAS.
NONE
-_ - -- ------------ --- - --
AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE.
I
(
10.
CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA UITTER CONTROL ACT.
16.
ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE
- - - - -- - -------- - - - - -- ----------------- - - - - --
NONE
NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITfE.
- -- - - - - -- - ------- - - - - -- -----------
j
RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO
-- -- - - - - -- -l._
- -- - - - - -- - - - - - -- - - - -- -
1
- -- -- - - - - -- - ;
COST TO THE OWNER.
11.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, ICBR TESTS SHALL BE
-- - - -._. --- --- - - - - -- - - -._. .--------- - --- - -- -- - - - - - -- . - - -- - I
- -- -- - - - --- - - -- -___ -- - --- 1_--- .. ____-----
- -
i ----- -----------------------------
PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GRtEATER IS NOT
17.
ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY
OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER.
j
SHALL BE REPAIRED, REGRADED, AND RESEEDED.
CURB
12.
ALL PAVEMENT MARKINGS TO BE REFLECTORIZED, ALL PAVEMENT MARKINGS SHALL MEE1T THE LATEST VDOT
18
CO NT RACTOR EXCLUDES T H E COS T OF A NY SITE OR OTHER TRASH COMPACTORS. CONCRETE PAD IS INCLUDED
S P ECI F ICA TI ONS AND SHALL BE IN ACCORDANCE WITH ( MANUAL ON UNI F ORM TRAFF I C DEwI CES (MU T CD)
- I - - - - -- - - -- -
PER SITE PLAN BUT ELECTRIC IS EXCLUDED.
STANDARDS, LATEST EDITION.
19.
THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE
13.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED i BY THE DEVELOPER
ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE LOCATION, THE TELEPHONE AND CABLE
WHEN, IN THE OPINION OF THE COUNTY TRAFFIC ENGINEER, THEY ARE DEEMED NECESSAIRY IN ORDER TO
TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING.
i ---11.11
PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SiHALL CONFORM TO
-------- -- - - -11.11 ___._._ ...__._._ ._ - -- -- -
--- . .1111_-- -- ----- ------------- -- -- ---
7
- - -- --- -- --- ---- - - -- - - ----- - --- - ----------
THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
-�._ --
NA
_. . - - -- - - - - - -- ------ - - - - --
14,
ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE AkLBEMARLE COUNTY
GAS
� GAS
ZONING DEPARTMENT.
Site Clearing Notes 1111111.1111-11
1. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION.
2. 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.
3. 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.
4, CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE PROVIDERS.
5. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE MAINTAINED, OR
INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS, ASSOCIATED AGENCIES AND SERVICE
PROVIDERS.
6. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE WATER SUPPLY TO EXISTING
STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS.
Approvals
DEPART NT OF COMMUNIT EVELOPMENT
�ti�� L,k_s--�, �-�L
PL NNER /ZONING
ENGINEER
INSPECTIONS
^^-�
ARCH ITECTURA�VIEW BOARD
DEPARTMENT OF FIREJAND RESCUE`_
..._. ........ 01. ._°'�/ 11.1 . -.1..
ALBEMARLE COUNTY SERVIC A T ORITY
VIRGINIA DEPARTME OF TRANSPORTATION
HEALTH DEPARTMENT
Reason for Revisions
Legend /Abbreviations
NAME OF DEVELOPMENT
TABOR PRESBYTERIAN CHURCH ADDITION
ITEM
EXISTING
PROPOSED
_...._._...._.-.. . ........ . ... ___. ...... ....._......._...._... ____._-.__ ... _.._........ ................... _. ... _ ...... _ ...... _-. . __...._._....._._ ...................__._..........__...._......._._........_;...__......................_........_...._._._...._.-.._-......_....___.._._._._._-_._.__.__._._._._..
OWNER
....._.- .___.._.........___.__. ___ -___._..... .._._._._...._._._..._.-- - - - - -- - -
TABOR PRESBYTERIAN CHURCH
`
'
�"
_...._.. - - - .
1111. - - -- .._._ .... .....
. ... .... . - -,
'
j
.1.111 . ............_...... 11.11...- - . - -- ._.__....._........_
..
_.1__.-
- ---.._........._...._..._._. .._...._._..._..._.._...--_._.. _....... . - - -. - - -- - -- - - - - - -- ........__._._..._......__..
.__.......__-..._.._.............................._._ ._... ... .........._._.......... - - - - -- 11.._._11..
-_.;1111 _._ _..._._.__... ....._- .- ..._._........... - - -
-- .................._....
.- -
_.._.._._...._ _ 1111.._..
..........._... --,
PLAN PREPARER
LANDSCAPE ARCHITECTS: WATERSTREET
PROPERTY / RIGHT -OF -WAY LINE
i I I
.. .1.11...1 ..._...._.__.........._. _ .....1111_ .. ...._. _11....._.11_.. _
.
i
_....._. ... _.11...11..... . - .111._
.1.111. 1111... _ .. . .... __ .___1.._ ..... . . . .. ...... ..".-.. .......
................. I...--
---1111..__
_._......----__ ............ . .i
ENGINEERS: waterstreetstudio
SETBACK LINE
I
i
...... _........._. ___._...._.__ __ .... .....- - - -- - -- - -- - ........ - - - - ..... ....................
. .
......... ...... .. ...__._._......._..__._._... - -- - -- ...._......_..._._......_. _ -- - - - - -- --- ........._._..- - --
- _....... .1111.
I
.. - -- �.
- -- ._._._... - ........... - - .......... ..
_ _
ARCHITECTS: BRW ARCHITECTS
CONTOUR
i I
TAX MAP PARCEL
!
TMP 56A2 -1 -14, 12
INDEX CONTOUR
- - lQ -
-
10
;
-
SITE ACREAGE
_ __
i _
0.98 ACRES
_
BUILDING
_
i I
i
j
ZONING
_
RESIDENTIAL, DOWNTOWN CROZET DISTRICT
_
PAVEMENT
'
_
_
I _
__
ADJACENT TAX MAP PARCEL
SEE CONTEXT MAP
_ _
WATER MAIN
W
; _
W
W
__ I
W
ADJACENT PARCEL ZONES
_ - -_
t.__
1._
RESIDENTIAL, DOWNTOWN CROZET DISTRICT
- -_
WATER VALVE
_ __
'�,
. 7 .
_ _
i i
__..
ADJACENT PARCEL USES
I
_
_ _" _. ''-11, _'
_ - -. _ _ . _.11.._...11.. _...._.__. .-
SANITARY SEWER LINE
_
S
S
S
i
S I
- - - -- -- - - -- - - - -- . .111.1._ __ _ -----
- - - - - -- ------ - - - - -- ----- - - - - -- -- - - -- --- - - - - -- -- -- ------ ---- -- - - -,
- - -- - - -- - - - - - -- - -11.11_. - -- - --
- __ --- - - - - -- -- - - - - --
--- - - - - --
- -- -
a -- - -
,
- - - --
- -i
MAGISTERIAL DISTRICT
i
WHITEHALL
STORM SEWER
- -
- =
i I
_. - - - -- - __._ .- --- - - - - -- ..111.1_ -111 - ---_1 --- -11 _
COUNTY AND STATE
- -- - - -- -------- - - - - -- ._ - - - _ -- --_.__ 1111_ -- --_ - - - - - -- - --
I
i
- -- -___
_.._._._ .1111...- --- _____.._. .111.1__ __._._.._ .1.111_ -_ -_ _.___.__..
ALBEMARLE COUNTY,
L COUN VA
- ----- - - -- ___..___ -.1111 .1.1.11 -- - - - - -- -- - - - --- - ------ ___.__
_ _ __ . _-.__ ..1_11 ___ - - - -
INLET
.1.111_._._ - - - - -- -- - - - - - - ___ - - -- --- ---- - - - - --
- -- -- - -- ._11.11 -
- - --
_�._.-1 -
L„ ,_,�
- 3
- -- - - -- -- - - - -- .
- --
- - --
------ - --
- - --
} ----------- -- -- - - - -- - --- - - - - -i
�O�
PROPOSED USE
CHURCH
MANHOLE
--
- --
- . ----------------------_ - - - - - -- - -- _._-__ - --- __ -
WAIVERS
-- --- - - - - -- - - -- - - -- - -- --- - - - - --
+________
} ---
- - - - - - -_-_-_-- ____ -___.
- - - -- - - - -- - -- - - - - - - --
SURFACE PAVING, CURB AND GUTTER WAIVER
- - - - - -- -------- - - - - -- --
- - - -- - - - -- - - -- - - -- - -------- - - - - --
TELEPHONE PEDESTAL
- - -t ---- - - - - -- i� -- - -- - --
,
----- - - - - -- -
I - - - - --- - - --
I
- - - - ----------------------
VARIANCE
- - -- - - -- -- - - - - - -- ----- - - - - -- - - -- - - - --
NONE
----- - - - - -- - - -- -- - -- - - -- -- -. ___ -- __--
EASEMENT
---
-
-- ----_
--------
-
-- -------------------------9
- - - -
- - -- _ ______,
- -
- -
--- - - - - -- ---- - - - - -- - -- ._. , - - - I - -- - - - - - -- - - - - -- - - - - - -- - -_._
- + - - --
- - - - - -- ---------- - - - - -- - - - - - -- -- - -- -- - - - - -- - - - - - - --
- -- - _- __._- ------------- ------- - - - - -- ----- - - - - --
- -- - - - -- -- - - - - -- - -- - - - - -- -------------
- - - - -- -- -'
-- ----- - - - - -- ..
SPECIAL USE PERMITS
_ -- - - -- - ---- - - - - -- - -- ---- ------ - - - - -- - -- - - - -- - - - - - --
: ---
NONE
-_ - -- ------------ --- - --
BITUMINOUS PAVEMENTS
I
(
I
-----
REZONING
t
- - - - -- - -------- - - - - -- ----------------- - - - - --
NONE
------ - - - -__ - -- ------- ----- - -- -- -- - - -
CONCRETE PAVEMENT
- -- - - - - -- - ------- - - - - -- -----------
j
- - - - --
-- -- - - - - -- -l._
- -- - - - - -- - - - - - -- - - - -- -
1
- -- -- - - - - -- - ;
_ 11.11__..._ - - - -- -- ----- - - - - -- - - - -- ------------------- - - - - -- - - -- -
- -- - --
a
-- - - -._. --- --- - - - - -- - - -._. .--------- - --- - -- -- - - - - - -- . - - -- - I
- -- -- - - - --- - - -- -___ -- - --- 1_--- .. ____-----
- -
i ----- -----------------------------
MAX. ACREAGE OCCUPIED BY EACH USE
j
0.16 AC (EXISTING BLDG- 0.07 AC;
CURB
._1111.-- -- ----- -- ------ - - -- -- _------- -- - - - -- - - - - -- ----- - - - - --
-
- I - - - - -- - - -- -
- -
-
(CHURCH)
PROPOSED BLDG- 0.09 AC)
CURB WITH GUTTER
j
_ - - - -- - - %____ --- - - - - -- _%_11--- ------------------ - ------- - - - - ----
i ---11.11
_.---- - -- - -- -------------- ----- - -- --------------------------------------------- - -
-------- -- - - -11.11 ___._._ ...__._._ ._ - -- -- -
--- . .1111_-- -- ----- ------------- -- -- ---
7
- - -- --- -- --- ---- - - -- - - ----- - --- - ----------
MAX. NUMBER OF DWELLING UNITS
- -- - - - -- - .. - -- - - - - - -_- - -..- ------------------------ - - - - -- - -- -
-�._ --
NA
_. . - - -- - - - - - -- ------ - - - - --
GAS LINE
GAS
GAS
� GAS
GAS
GROSS RESIDENTIAL DENSITY
- __.__- -- -- ------------ - - - - -- - - -- _ -- - - - - -- - - - -- -- -------------------
I
-
NA
- --------- - - - - -- - - -------------------- - - - - -_
DRAINAGE AREA DELINEATION
- - - --
-- -
--
__
- - - - - -- - - - - --
i DA DA
--- - - - - -- - -- -- - -7
DA
SQUARE FOOTAGE OF RECREATIONAL AREA
__ __ _- _
_I_
NA
_ _ _ _
STREAM
_
-
-
,
I
MAX. SQUARE FOOTAGE OF COMMERCIAL USES I
NA
RIP RAP
_ _
'
}
_
} ,y,
_ f
11 .
MAX. SQUARE FOOTAGE OF INDUSTRIAL USES
I'i
NA
STORM DRAIN IDENTIFIER
(
- -i
11 1 , I
1111. 1111 1111. 1111. __ l ....._...
FLOOR AREA RATIO (IF INDUSTRIAL)
,
NA
SANITARY SEWER IDENTIFIER
i 1111 .1111.
1111.._. 1111
Q 2D
_..... '
i
LOT AREA COVERAGE (IF INDUSTRIAL)
__
±
NA
_
UNDERGROUND ELECTRIC LINE
_
UGE
UGE
; UGE
UGE
I
PERCENTAGE AND ACREAGE OF OPEN SPACE
_ __
i
} _
I I
0.73 ACRES (75 %)
OVERHEAD ELECTRIC LINE
OHE --
- OHE
-
I _
OHE
OHE I
PROPOSED GRAVEL CIRCULATION AREA
11
0.125 ACRES
UNDERGROUND TELEPHONE L INE
UGT
UGT
UGT
I
UGT
I
MAX. IMPERVIOUS COVER
_
0.25 ACRES
_ I I
OVERHEAD TELEPHONE LINE
Olil
Oi-i 1
i C)H OH I
LIMITS OF DISTURBANCE
}__
1
11
1.42 ACRES
REINFORCED CONCRETE PIPE
;
RCP
' RCP
i
MAX. NUMBER OF EMPLOYEES
_
2
1
__
FIRE HYDRANT
FH
L
i FH
_-------- _.-- ___.__.____.---- - - --_- .1.111..---- - - - -- -----------------
.1111.-- . -. -. -- .1 .1.1.1_. _.__._._.__._--- .--- .---- -. -. -.
.1.111_. - - - - - -- - - - - -- ----------------
-------- - - - - -- .1.1.1.1- - - -- .1.1.1.1__---------- - - - -
-- -r- 1111..---- - - - - -- --- - - - - --
1111. - - --
---------
;--- - - - - -- - --
MAX. PROPOSED BUILDING HEIGHT
i
24' TO THE RIDGE LINE
YARD DRAIN
I
i
i '
------------ .. -. -. -- .1...1. 11------ - - - - -- - ------ - - - - --
-___-
li
. - - - - -- ---------- - - - - -- - - - -- - - - - - -- _- __.1_1__1_1_1_1 - - - -- -__
27' TO THE TOP OF THE TOWER 1
- - - -- - - - -- _._._._. �11�--------------- ____.__4________________
TOP OF CURB
1.. - - - - - --
TC
- - - - - --
- - - -- -__
I
+ - - - - -- - - - -- - - -- .1.1.1.1. _. _
TC
,
- - - - -- ------ - - - - -�
- -- - 1111 _ - - - - -- - - - - - -- - -- - - - - -- - - - - --
--
_____ ...- - - -- - --- _._....... - -- _ _ -__ _ _ .1111.._.
-- - - - - -- - - -- -1111 ---- - - - - -- _ --
_, - - - - - -- - - -- - -- -- -- -
-11.11. - - --
--- - - - - --
- -11.11 -_ - - -- - - -- -- ._._....
- -- - - - - - -- -- - - - - -a
REQUIRED PARKING
1 SPACE PER 3 SEATS= 40 SPACES
BOTTOM OF CURB
BC
BC
- - - -- ----- - - - - -- - - - -- ... -- ------ -- - - -- - - -- -- - - - - --
.1111
_ - - 11.11...- - - - -- - -_ -- -- - -- - -- -- - - -
(120 FIXED SEATS; PEWS)
_ - - - -_. _._ ....1.111._. -.- - ._ ... . _ ___-
LOW POINT
; ____ 1111. - - - -- -1111_ .1.1.11_
LP
___ __.___..___
___ --- _ __ . __
LP
_. -e.__ -- -___ -- _- i
- 11.11.. - - -- -- ------ --- - -- - --
-' -..-
- -- ------------- - - -.__ .... - - -- --------- - - - - -- --- - - - - --
_ ._..111 1.._ .1.111....
- -- _ -. _.
��
.1.1.11_
_ I
_.�_
1111_.. - - -- -
Dl
- -- - -.
EXISTING PARKING
40
DROP INLET
I
i
------- - -_ - -- -___ -II -............. ...-- .------------- .-- .-- - - - - --
-- - --
- - - -- - ------------ .------ _ - - - - -- .- - -- ------- .-- - - - - --
_. - ...1.1.11 __. __.- ..1.1.1.1.. 11_1___%_%_%_%_1__1_
_ .1111. __._..._. _
PROPOSED PARKING
0
CLEAN OUT
CD
CO
.11111.11111_11. 1._ .._._..._.- .1.1.1 .11...... 11 _ .. ._.
FIREFL W ASSESSMENT
0
��'��
... 1111.. ... -... 1111.- ... ..11 .. 11 _,_.... ... ...111.._... _
___%,_,__%,_,___% .1.1.1.1 _ _ _ .1.1.1.1 .1.1.1.1_
WATER METER
_- - - __ �_ __
.1111
_ _ __ _ _�_
- -- 1.1.1.1 ----- M _
_ _ - __ __,
____ ___------ ._.__________._.______.1...___._______ 1_---- - -_ -_.
STATIC AND RESIDUAL PRESSURE
;_.
__
86 psi and 73 psi
I
_.__ .1.1.11 -__ -- _.____. _..__.__ _- ____.__.___
TOP OF THE STAIRS
_.._.._... .1111.
I TS
11.11_.._
_ __..+.._.__.
�.... _ .1.1.11
i TS
_ .__._........ __ -.
I
.1111...
AVAILABLE FIRE FLOW
1111. -1111
_1111 _..._._.......
4688 gpm @ 20 psi RESIDUAL
.1111.._. -. ..... . . . ... "I' _ _ _ .. _...__.__.._._._. _ _ _ _ - 11.1._._1_._ _ _._._._.__.;___._.___
BOTTOM OF THE STAIRS
1111.__ _ _ - .1111.... _.__...._._._.
i BS
_- _.. -_ ._
_._._._._. _....._
F. -_ -._ _ _.__...._..._.. _. ._ _ _ _._ 11.11.
BS
_ _ _ __ ..._. _ ..... . ____.1
;
-1_1-1.1 .1.1.1 _ _ ,-%. %%,%-..._.1-1-1-1-1-1-1-.111.I .1111____
TOP OF THE WALL
I _ - -___- _ .1111._.
7YY
_ .1.1.1_
1_1_1_1_1_%__%_% _
I_ _ _ - _- . 1111..
-- -. _
'
. _.
BOTTOM OF THE WALL
? 9W
11
BW
111 3rd street se
char ottesvi� VA 22902
t: 434 . 295. 8`177
www.waterstreetstudio.net
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
job number:
drawing:
PROJECT DATA
_
0955
7�� ` - 4 M Ir a
+ 4 1
0 0 'rY•Ilfl 4
I
1
drawn by: checked by:
All BP EKR
date sheet number
10/11/10
Final 02
Site Plan
Total Sheets: 10
Surveyor Notes
............................. _
1. NO DETERMINATION WAS MADE TO THE LOCATION OR EXISTANCE OF UNDERGROUND UTILITIES,
OTHER THAN THOSE SHOWN.
2. MISS UTILITY WAS NOTIFIED PRIOR TO SURVEY (SEE PAINT MARKINGS).
3. CONTRACTOR SHALL CONTACT MISS UTILITY AND FOLLOW MISS UTILITY GUIDELINES PRIOR TO ANY
GROUND DISTURBING ACTIVITIES.
4. TREE SYMBOLS SHOW LOCATION OF TREES, BUT MAY NOT REPRESENT THE SIZE OF CANOPY OF TREES.
5. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
6. NO TITLE REPORT FURNISHED. THIS PROPERTY SUBJECT TO ANY ADDITIONAL CONDITIONS,
UTILITIES, EASEMENTS, AND /OR COVENANTS THAT MAY EXIST.
7. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF,
BRIAN S. RAY FROM AN ACTUAL GROUND SURVEY MADE UNDER ROGER RAY SUPERVISION;
(ROGER W. RAY ASSOCIATES, INC. 1717 -1B ALLIED STREET, CHARLOTTESVILLE, VA- 22903, 434 - 293 -3195)
THAT THE IMAGERY AND /OR ORIGINAL DATA WAS OBTAINED ON JAN. 23, 2009; AND THAT THIS PLAT, MAP,
OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS
OTHERWISE NOTED.
8. SURVEY DATUM: NAVD88
General Demolition Notes
1. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN
ALL REQUIRED PERMITS.
2. 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.
3. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR RELOCATED.
4. NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT. (LANDSCAPE CONTRACTOR
TO COORDINATE ALL ON -SITE TRANSPLANTINGS AND AREAS TO BE SAVED WITH LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC LOCATIONS OF ALL TRANSPLANTED MATERIAL.
5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON SITE. CONTRACTOR TO COORDINATE
THIS W /LANDSCAPE ARCHITECT ON SITE.
6. EXISTING TREES AROUND THE EXISTING PARKING LOT IN T.M. 56A2 -1 -12 (PORTION) SHOULD NOT BE DEMOLISHED.
7. ALL MATERIALS ASSOCIATED WITH ENTRANCE TO BE CLOSED SHALL BE REMOVED BY CONTRACTOR. AREA BETWEEN CLOSED
ENTRANCE AND ROAD TO BE GRADED INTO ROADSIDE DITCH TO ALLOW FOR CONTINUOUS DRAINAGE IN SWALE. AREA DISTURBED,
INCLUDING DITCH, TO BE SEEDED.
Boundary Line Adjustment
T.M. 56A2 -1 -12 (PORTION) MEASURING 0.55 ACRES AND T.M. 56A2 -1 -14 MEASURING 0.43 ACRES WILL BE COMBINED INTO
ONE TAX MAP PARCEL.
_ PIPE FOUND S17 °1'06 "E
- - -_ 1.83' FROM CORNER
Existing Sanitary Manhole Elevations
MANHOLE 1
TOP= 684.15
INV IN NOT ACCESSIBLE
CHANNEL NEAR INV IN= 678.45
INV OUT TO 2= 677,33
MANHOLE 2
TOP= 681.94
INV IN FROM 3= 675.74
INV IN FROM 1= 675.39
INV OUT NOT ACCESSIBLE
CHANNEL NEAR INV OUT= 674.69
MANHOLE 3
TOP= 704.31
INV IN FROM 4= 699.21
CL INV= 699.13
INV OUT NOT ACCESSIBLE
MANHOLE 4
TOP= 715.38
INV IN FROM NE= 710.43
CHANNEL NEAR INV IN FROM SW= 709.69
INV OUT= 709.74
T.M. 56A2 -1 -18
COUNTY OF ALBEMARLE
D.B. 3239 -737, 741 & 742 PLAT
24" WALNUT
UNCERTAIN ....._... 1 GRAVEL �^^ �^ 90.6 • 717.2
OWNERSHIP 9" TREE DRIVE , 1 °9'01 'E 213.66' 79. 00 718.3+
•
44.00
9" LO UST j.. WALNUT F 719 2 716.9 12" TREE
l� 1 12" HICKORY
9" TREE
2 WALNUT
T.M. 56A2-1-12 (PORTION) „ 1
I `�/
0.55 ACRE i BM. NAIL SET IN ROOT ' • 18 DBL MAPLE
D.B. 3406-212
6" ALNUtT I D.B. 151 -16 DESC. @ +712.55
N � _.,
N „ " �%IALNUT / r - PLAY -HOUSE (TBR) _
12' - ,
W
T.M. 56A2-1-13
GRAVEL DRIVE
ELIZABETH A. LAWSON I
w w 2 " TREE 706� 7 ca p
u D.B. 3108 -357 PAPER BOXES 71 8
-611 PLAT s D.B. 1728 CL e
Utilities Legend
OVERHEAD ELECTRIC
SANITARY SEWER
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
ry WATER
Surveyor's Legend
CM
DBL C.
DS
DI
EM
ENTR
FF
PH
FP
IN
PH
WM
WO
WV
�nM
FIRE HYDRANT
HEAT PUMP
IRON FOUND
INVERT
IRON SET
MAILBOX
MANHOLE
PIPE FOUND
WATER METER
WHITE OAK
WATER VALVE
VEGETATION
o'
=W
0
N
If
2
Demolition Legend
TBR TO BE REMOVED
TBS TO BE SAVED
EXISTING ELEMENT TO BE DEMOLISHED
EXISTING ELEMENT TO BE DEMOLISHED
X EXISTING TREES TO REMOVED
TREE PROTECTION FENCING
O
� 0')
o ,tS
'z
o
co
Ca �Ca 06 CY)
p
719,1 J Cf) O
"
X
'
co
' U O
1
1
1
SANITARY ---� i
1 MH 1 1 it
1 r
1 !
i
r r
! r
r !
r I
!! 1 r! Irl 3" HICKORY ENCROACHING FENCE
r r ;.._ (2) 3" DW
if i IS 1 r - SIGN 4' TR E i 2 W „ DW FENCE
so 1 1 •
� +r'( • 3" DW • 22 "�6.5T
N
I w F,H `~' I' (2) 3" DW • 4" POPLAR �- -
r
i 1 • 4° DW c5
1u !n
II c, DW 3' W`°
! "' ❑ co `�' !! I - CONCRETE •
rrlO j w 2 !r f� WALL 36" WO
r
1 � ci _� !1 i';� �
0 ! L`' (0 co
CONCRETE 693.4+
V W 12'/CM PfPE rr r 5.89 WALK �v
689.4
685.2
INV 718 !f 15" CEDAR
II SIGN
! f i # : 893.5
N63 °2,01 I tS j
25.91 1S SIGN
a�
I `° •
O ( „
v�Ilk O
•
• 30" WO •
?` M 42" OAK
12" CM PIPE
• 6" MAPLE
W C
LO S LIMP �/ ��� \ I 15 "WALNUT �- 2" TREE a c
1 ! 7os.1 0o T.M. 56A2 -1 -15 ? w f,,, c
a4 0.99 ACRE I' z
= 704.51' 708.0
I , I w D.B. 3406 -212 w
M' D.B. 1770 -367
v D.B. 145 -231 PLAT
! - CONCRETE PAVER
I _ 6 TREE \ WALK (TBR)
DS (TBR) ..... Z'
PHONE BOX (TBR)
f / 7o6.a� WALNUT
GRAVE 27" WO EM (TBR) _ -- -- .._..�` _ l_.I �/ `
DRIVE BENCH (TBR) -� 712.0 , i _"'�OIBLRANK `B„ 12" WALNUT
DWG ,�� �^- - �00
707.864L DS (TBR) 11 708.1
I6" DBL DW
IF �S =
GRAVEL
DRIVE
DI1 (TBR*)
06.4 7os 1a IVY 1 i EXISTING _ I
' •
CONCRET
• • __ - -_ .W. ..A..L._ K . _ SHRU6S (f BR ) (TBR)
I 1 -TOR BLOCK POPLAR 24" WO �
BUILDING 3 ih
C`nrs
30 WO N
04.54. 708.2 \ I (TBR) gr18" HOLLY 716.6 c
�.i �. W T .8
REE CLUSTER ',� ,�� 716 V1
• DW ' ! 27" MAPLE i
m j I OVERHEAD ELECTRIC 42" MAPLE
F 714.29
❑ / UD12 TBR ! I SJf' + (TBR)
BM: NAIL SET IN ROOT % EXISTING i - I ( ) j j 710.7} __. �r `,v 10 r2" HEMLOCK •
@ +696.75 I BRICK CHURCH I �� C.:.,�. „ •
X)
u� I STONE -X EXISTING
6" PVC (TBR) WALL 15 MAPLE
_� `c' � ao � • ;, r ) `, ,... � ..... - 2 -STORY FRAME
rn
' y (TBR) ` -� ��:, o I PROPANE TANK
D I 33" 1N0 • `r'�a D , (TO BE RELOCATED)
EXISTING GRAVEL PARKING LOT CM. "� II i 1 ' 70" L i
(40 SPACES) G o w f ' OVERHEAD ELECTRIC DI3 (TBR) I p STONE WALK (TBR)
W f
(TBR) GAS VALVE-
36" I �W
• 36" WO u� y i T.M. 56A2 -1 -14 15" DBL HICKORY O
3 703.7 FF 708.97 BHP 06.2 i4 Z 0.43 ACRE 714.6 15
D.B. 3406-212
zzO 7 e 3 X W.B. 45 -135
T.M. 56A2 -1 -12 PORTION F ! �I '
' CONCRETE - SIGN w D.B. 220 -461 DESC.
- -� . m
(PORTION
SIDEWALK I N . ✓ i
0,54 ACRE I 7o3.9s l i I N -' \ r
D.B. 3406 -212 PLANTED AREA TBR
D.B. 1409 -164 li - t- II \ ._._ (TBR) I
HWY P.B. XII -119 a z LU
D.B. 155 -12 DESC.
+ w O
ALL Z D
f/
J
27" MAGNOLIA (TO BE SAVED)
r 30„ EGN (TO BE SAVED)
12" CM PIPE TBR
r.
N75° '36 "W
CM
INV 683.05 1S (TBR) I STONE j
3 90.00 , W I O SIDEWALK
- -- - - -- - -- \ _-------------------------- '-------- - - - - -- ----- - - - - -- -- - - -- - - - -- - - - -- - - -- - - -- - -
_________' -- - --- I $ � .. Cad
- -
CONCRETE WALK` LK - -- - - --
4 � '�- - - - - -- yam- ---------- - - --±- ,;,,.
� L ______ -- CONCRETE WALK 12"_�M.PJ2E_ � ---- - --- -- a -
' H --
c�Q - INV 700.48+ --INV 700. - - - -- o�
N SANITARY
- -._.. _._ ___ -.��_ _� MB ROW TBR
.....f _. - � _ 6" WATER MAIN MH 4 �-
WV w I 3 _ (APPROX. LOCATION)
�^ N76 08'27 "W 150.93' 133.00 8"
SANITARY 61.09 2.06 N75 °4'06 "W 269.21' 123.00 ti SANITARY 73.07 17.93
EXISTING -� 16.52 '0 ' 8 SANITARY LINE
„ 0 MH 3 TABOR ST. (SR 691) 40' R/W (D.B. 143 -88)
18 CM PIPE sc
I
�/ . i .. ....... .., ... --- _---- •------- --- -- ------ -- - - -•
INV 680.48 ///
l EXISTING CONDITIONS & DEMOLITION PLAN
03
N scale : 1" = 20' contour interval 2'
0 20 40 80
111 3rd street se
chorlolfesvillo. VA 22902
1: 434 . 295. 8177
www.woterstreetstud :o.net
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
0955
drawing:
EXISTING CONDITIONS
& DEMOLITION PLAN
Lk Noi i
L 0/11/10 g4f4
ONAL �b
drawn by: checked by:
AF, BP EKR
_ V _
date
10/11/10
Final
Site Plan
sheet number
03
Total Sheets: 10
Erosion and Sediment Control Notes
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK ORDINANCE SECTION 5.1.28.
PRIOR TO THE FINAL INSPECTION.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING OF ALBEMARLE.
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST
STEP IN CLEARING. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE.
SITE AT ALL TIMES.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED
PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY
THE PLAN APPROVING AUTHORITY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT
75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF.
APPROVING AUTHORITY. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP
ACHIEVED. 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT
MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL
° PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS TO BE APPLIED AST
Legend
CE Construction Entrance
Op Outlet Protection
OC, Culvert Inlet Protection
pS Permanent Seeding
DC Dust Control
SF Silt Fence
DO Diversion Dike
CT 0) Topsoil Stockpiling
EC2 EC2 Matting
CD Temporary Seeding
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. FESCUE AND 0 -5 /°
80LBS 1100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. / oA
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH '� pA
RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE L A pA
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED / �^
WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES
WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS
OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE "P /
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING COUNTY EROSION CONTROL INSPECTOR.
ORDINANCE SECTION 5.1.28.
C)P
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A
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NOTE: SEE SWM NARRATIVE FOR
COMPLETE DRAINAGE AREA MAP.
AND ESC NARRATIVE FOR SEDIMENT
/—LIMITS OF DISTURBANCE TRAP CALCULATIONS.
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1 EROSION & SEDIMENT CONTROL PLAN
04
�N scale : 1" = 20' contour interval 2'
0 20 40 80
111 3rd street se
charlottesville. VA 22902
t: 434 . 295. 8177
www.waterstreetstudio.r.et
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
0955
drawing:
EROSION & SEDIMENT
CONTROL PLAN
drawn by:
AF, BP
Lk Na 48683
10/11110 �.
�lONAL
checked by:
EKR
date
sheet number
10/11/10
Final
04
Site Plan
Total Sheets: 10
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1 EROSION & SEDIMENT CONTROL PLAN
04
�N scale : 1" = 20' contour interval 2'
0 20 40 80
111 3rd street se
charlottesville. VA 22902
t: 434 . 295. 8177
www.waterstreetstudio.r.et
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
0955
drawing:
EROSION & SEDIMENT
CONTROL PLAN
drawn by:
AF, BP
Lk Na 48683
10/11110 �.
�lONAL
checked by:
EKR
date
sheet number
10/11/10
Final
04
Site Plan
Total Sheets: 10
0904 Tabor Presbyterian Church Addition (Trip Generation Analysis for Existing Conditions)
Recreational Community Avg. Trip Total Trips Weekday Peak Total Trips Weekday Peak Total Trips Weekday am 1 Total Trips Weekday pm Total Trips Saturday Total Trips Saturday Total Trips Sunday Total Trips Sunday Total Trips
1 000 sf of Gross Weekday Per Da Hrs. lam and gam Per Hr. (am) Hrs, 4pm and 6pm 1 Per Hr. (pm) Peak Hr. Per Hr. (am) Peak Hr. Per Hr. (pm) Per Day Peak Hr. Per Hr. Per Hr. Peak Hr. Per Hr.
'Center ( Y Y
Area) _ 1.
3.5 9.11 32 0.72 3 0.66 3 1.28 5 1.41 5 9.70 34 3.25 12 36.63 129 9.49
0904 Tabor Presbyterian Church Addition (Trip Generation Analysis for Proposed Conditions)
nit Avg. Total Trips— Weekday Peak Total Trips (Weekday Peak Total Trips j Weekday am Total Trips Weekday pm Total Trips Saturday Total Trips Saturday Total Trips Sunday Total Trips Sunday Total Trips
Recreational Commu y g p Y
Center (1,000 sf of Gross Weekday Per Day Hrs. lam and gam Per Hr. (am) iHrs. 4pm and 6pm Per Hr. (pm)', Peak Hr. Per Hr. (am) Peak Hr. Per Hr. (pm) Per Day Peak Hr, Per Hr. Per Hr. Peak Hr. Per Hr.
Area) ......_ .
- __._. _
7.4 1.28 5 1.41 I 10 9.70 72 3,25 24 36.63 271 9.49 71
9 11 68 0.72 6 0 66 5
NOTES:
1. THE TRIP GENERATION NUMBERS ARE BASED ON THE PROCEDURE MENTIONED IN THE ITE (INSTITUTE OF TRANSPORTATION ENGINEERS) TRIP GENERATION MANUAL.
2. NO ADDITIONAL SEAT IS PROPOSED IN THE ADDITION OF EXISTING CHURCH BUILDING.
20B.3 Area and.... Bulk Regulations- Downtown Crozet District
AREA AND BULK REGULATIONS, PRE - EXISTING BUILDINGS, STRUCTURES AND IMPROVEMENTS.
NOTWITHSTANDING SUBSECTIONS 6.3(A)(1) AND (3), AND SUBSECTION 20B.3(A) OF THIS CHAPTER,
FRONT YARD SETBACK FOR PARKING AS AN ACCESSORY USE.ANY BUILDING OR STRUCTURE ESTABLISHED
BEFORE, AND EXISTING ON, JUNE 11, 2008, MAY BE EXTENDED OR ENLARGED WITHOUT COMPLYING WITH
THE MAXIMUM FRONT AND MAXIMUM SIDE YARD SETBACKS AND THE MINIMUM
1
1
1
iI
' I
-- PROPOSED SIDEWALK
I
PROPOSED GRAVEL DRIVEWAY;
VDOT DETAIL CG -11
CLOSE EXISTING ENTRANCE;
RELOCATE 40' TO THE EAST
NOTE: ALL MATERIALS ASSOCIATED WITH ENTRANCE
TO BE CLOSED SHALL BE REMOVED BY CONTRACTOR.
AREA BETWEEN CLOSED ENTRANCE AND ROAD
TO BE GRADED INTO ROADSIDE DITCH TO ALLOW
FOR CONTINUOUS DRAINAGE IN SWALE. AREA DISTURBED, 24' -0
' �... ..,. SIGHT TRIANCH. FOR FAST FNTRANrr=
_ }---------- - - - - -- ------------------------------------------------------------------------------------------------------
scale : 1" = 50'
2 SIGHT DISTANCE TRIANGLES
05 0 50 100 200
t
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-- - - --
PROPOSED ONE —WAY 14` WIDE GRAVEL DRIVEWAY
GROUND MOUNTED — —
I HVAC UNITS BELOW (TYP.) LJ ❑ E]
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° — PRIOPOSED GRAVEL DRIVEWAY
I
MEETS EXISTING GRAVEL DRIVEWAY � a a
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01 ACCESSIBLE PAVED WALK
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PROPOSED 20' ACCESS EASEMENT
ALONG DRIVE
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PROPOSED SIDEWALK
ENTRANCE PAVEMENT MATERIAL TO MATCH
�* F —NEW 15' DOMINION POWER TABOR STREET PAVEMENT MATERIAL
j' EASEMENT
1 LAYOUT AND DIMENSION PLAN
05
N scale • 1" = 20' contour interval : 2'
0 20 40 80
1 11 3rd street se
charlottesville, VA 22902
t: 434 . 295. 8177
www.waterstreetstudio.net
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
0955
drawing:
LAYOUT &
DIMENSION PLAN
J. a
uc Na 18683
10/11/10 Flo'
drawn by: checked by:
AF, BP EKR
R C H l T E C T S
1
�1
date sheet number
10/11/10
Final 05
Site Plan
Total Sheets: 10
Q�
FFE 709
Lr)II'�
40' -0"
I
1
I
PROPOSED SIDEWALK
ENTRANCE PAVEMENT MATERIAL TO MATCH
�* F —NEW 15' DOMINION POWER TABOR STREET PAVEMENT MATERIAL
j' EASEMENT
1 LAYOUT AND DIMENSION PLAN
05
N scale • 1" = 20' contour interval : 2'
0 20 40 80
1 11 3rd street se
charlottesville, VA 22902
t: 434 . 295. 8177
www.waterstreetstudio.net
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
0955
drawing:
LAYOUT &
DIMENSION PLAN
J. a
uc Na 18683
10/11/10 Flo'
drawn by: checked by:
AF, BP EKR
R C H l T E C T S
1
�1
date sheet number
10/11/10
Final 05
Site Plan
Total Sheets: 10
Grading and Utility Notes
1 • ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION
LIMITS INDICATED ON THE E &S PLAN.
2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND
CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR
CHANNELS WILL NOT BE PERMITTED.
3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS.
4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS,
ELECTRIC).
5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
PRIOR TO INSTALLATION.
6, ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH
ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS /CODING
ARE NOT PAINTED.
7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER.
8• ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER
SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL
CONDUITS.
9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE
LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY).
10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR
TO INSTALLATION.
11. ANY ADDITIONAL CUT /FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT/
ENGINEER FOR BEST LOCATION.
12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY.
General Construction Notes
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
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 BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED
RAINAGE CHANNEL
General Construction Notes For Stormwater Management Plans
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM
MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER
MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION
HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
NECESSARY IN ORDER TO STABILIZE A D r~ r l 2 1
+ X . ,, tile)(
6. ALL TRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL l� �- ��
DEVICES.
� U
7, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
tl i
.^
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
9. ALL RIPRAP SHALL BE BROWNSTONE. ~
0
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--TS &V
N scale : 1" = 20' contour interval : 2'
�I
0 20 40 80
111 3rd street se
chorlottesville. VA 22902
t: 434 . 295. 8177
www.woterstreetstudio.net
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
0955
drawing:
GRADING & UTILITIES
PLAN
J.
drawn by:
AF, BP
Mk
I
10/11/10
%A1s1_'
checked by:
EKR
date sheet number
10/11/10 06
Final
Site Plan
Total Sheets: 10
Proposed Plant List
CANOPY TREES
CODE
SCIENTIFIC NAME
COMMON NAME
QUANTITY
CALIPERISIZE
ROOT
SPACING
CJ
Cercidi h lum japonicurn
Katsura Tree
1
2.5" -3" cal.
B &B
UNDERSTORY TREES
CODE
SCIENTIFIC NAME
COMMON NAME
QUANTITY
CALIPER/SIZE
ROOT
SPACING
AR
Acer rubrum
Red Maple
1
2" -2.5" cal.
B &B
AG
Acer griseum
Paperbark Maple
1
2" -2.5" cal.
B &B
CF
Cornus florida
Flowering Dogwood
3
2" -2.5" cal.
B &B
BN
Betula nigra
River Birch
1
2" -2.5" cal.
B &B
SHRUBS
CODE
SCIENTIFIC NAME
COMMON NAME
QUANTITY
CALIPER/SIZE
ROOT
SPACING
BM
Buxus microphylla var. japonica
Boxwood 'Green Beauty'
69
18 " -24" height
3 gallon
3' o.c.
HX
Hamamelis x intermedia
Witchhazel
6
18 " -24" height
3 gallon
4' o.c.
RC
Rhodendron calendulaceum
Flame Azalea
6
18 " -24" het ht
3 gallon
4' o.c.
GROUNDCOVER
CODE
SCIENTIFIC NAME
COMMON NAME
QUANTITY
CALIPERISIZE
ROOT
SPACING
PV
Panicum virgatum'Cheyenne Sky' Dwarf Red Switchgrass
100
plugs
24" o.c.
LM
Liriope muscari 'variegata'
Variegated Liriope
400
qt. pot
24" o. c.
- tr
e
a
tme
nt reommendations:
�A
Certified 43
3 _ ...
Lc .. ...
uz _____ .
Ma _ _._
nst __.
Arb _ .
_ __ �
1. Crown cleaning to remove numerous dead and improperly pruned branches.
2. Root collar excavation is advisable due to some soil /organic material around base of tree.
3. A Tree Protection Zone (TPZ) shall be established to a minimum diameter /area equal to the 22' avg. radius of the canopy.
4.3" -4" of wood chips shall be spread throughout the TPZ during construction.
5. Provisions shall be made for providing supplemental water during dry weather sufficient to keep soil uniformly moist to a depth of 12 ".
6. Any roots larger than 1' diameter shall be hand cut with a sharp tool capable of making a clean, non - tearing cut.
7. Contractor access to the TPZ shall only be permitted during the construction of the walkway. Construction of the walkway
shall be conducted in a timely manner that minimizes the time that the TPZ is not fully intact, During construction of the walkway
the TPZ shall be reestablished in a location between the proposed walk and tree, parrallel to the sidewalk, a max. 2' from the proposed
edge of walk.
8. Wheeled or tracked machinery operated inside the TPZ shall be operated in a manner that will minimize soil compaction and
disturbance. Tires or tracks shall be supported by three - 'quarter inch min. plywood laid over 6" of wood chips.
9. Contractor shall retain a certified arborist to inspect tree protection measures prior to beginning constuction and one time
per month until completion of construction.
Landscape Notes
1, CONTRACTOR TO USE EXTREME CARE AND CAU117I0N AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE
LIMITS OF CONSTRUCTION OR NOTED NOT TO BE REMOVED.
2. CONTRACTOR TO NOTIFY OWNER, LANDSCAPE ARCHITECT AND /OR ENGINEER 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 OR ENGINEER PRIOR TO WORK.
3. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER AND LANDSCAPE ARCHITECT AND TREE ARBORIST
PRIOR TO COMMENCING ANY WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES.
4• ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM TEH SAME SOURCE
SUBSTITUTIONS OR CHANGES, ARCHITECT
F SCHEDULED TYPES ARE UNAVAILABLE, OF PLANT
MATERIAL DELIVERY, BEFORE ANY
INSTALLATION.
5. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECXT PRIOR TO PLACEMENT OF ORDERS.
CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING.
6, 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.
—
Landscape Notes (continued)
-1-1-1--1-- ..___.______. ___... _____ _ _ _ ____ ___.___ ____,________ ______ .___.. .__.,_
7. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH
DEPTH. MULCH FINGS 24- INCHES MIN, IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS.
8, CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. ALL PLANT SUBSTITUTIONS
SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
9. PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REQUEST.
10. PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS,
11, ANY PLANTING DESIGNATED TO BE MOVED SHALL BE DONE UNDER THE SUPERVISION OF OWNER AND /OR LANDSCAPE ARCHITECT.
12. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING
OF TREES IS PROHIBITED. SHRUBS AND TRES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
13. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE.
THE SPILL -OVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE.
14. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR.
LOW MAINTENANCE GROUT
ON ALL SLOPES STEEPER'
'14a
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LANDSCAPE PLAN
-- — --- - - - - -- - - ----- —
-------------- - - - - -- -- - - -- -- --�
— - -- — —
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.. ............ ... _
W
1R,
.. ..
fff
�N scale 1" = 20' contour interval : 2'
0 20 40 80
111 3rd street se
chorlottesville, VA 22902
t: 434 . 295. 8177
www,wcterstreetstudio.net
TABOR
PRESBYTERIAN
CHURCH
5804 TABOR STREET
CROZET, VIRGINIA
0955
drawing:
LANDSCAPE
PLAN
drawn by: checked by:
AF, BP EKR
\v
date sheet number
10/11/10 n 7
Final U
Site Plan
Total Sheets: 10
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control Plate 3.38 -2 SOURCE: VA. DSWC PLATE. 3.13 -2
DRAINAGE SWALE DIRECTS FLOW Sherwood & Wyant
TO SEDIMENT BASIN
70' MIN. r - .iARIABLE
3" Si ASPHALT TOP COURSE 1, SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS
A EXISTING TRENCH UPSLOPE ALONG THE LINE -i `
2% 2% PAVEMENT OF POSTS ORIGINAL VARIABLE
GROUND I I I 3rd street se
ELEV. ' chorlottesville. VA 22902
ELEV. 705.0 t: 434 . 295. 8177
DIVERSION DITCH A 6" VDOT #21 A 67 CU. Yo.1ACRE
AGGREGATE BASE 'y 1 5 a www.waterstreets?udio. net
VARIABLE
GRIP LINE N '
SIDE ELEVATION '' � /
I � ) r
ELEV. _ ._...____._._ _.__._______.__._.________..__� , — protect:
67 CU YDJACRE TABOR
I
IIII `_ III _._ _ 3'
(EXCAVATED) FILTER CLOTH ORIGINAL
EXISTING GROUND
SNOW FENCE E E� PRESBYTERIAN
ELEV 700.5
GROUND
'SEE PLATE 3.13.1 CHURCH
COARSE AGGREGATE CLASS I RIPRAP
70'MIN. z FLOW 11i III I„ 10 ADDITION
4"
ASPHALT PAVED WASHRACK 10' MIN.
CROSS SECTION OF OUTLET 5804 TABOR STREET
t2% CROZET, VA
12' MIN. I EXISTING 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE BOARD FENCE
PAVEMENT CLASS ]: RIPRAP
2% 2% FENCE AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL. """,CORD FENCE �_ 6 XNDRAINAGE AREA
(IN AC)
DIVERSION DITCH MIN. POSITIVE DRAINAGE 10' MIN.►- �- --' DIVERSION
WIDTH AT DESIGN WATER TO SEDIMENT PLASTIC FENCE �.` ,,,, DIKE for:
ELEVATION IS 4.0' TRAPPING DEVICE ✓ �' �_
CORRECT METHODS OF TREE FENCING �'�"'�. _ i TABOR
-- PRESBYTERIAN
PLAN VIEWS -�
CHURCH
CROZET, VIRGINIA
FLOW
MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS SET 112' WATER HYDRANT WITH III _III _
� � � COARSE AGGREGATE
FROST PROOF HYDRANT 3'
OPERATION ABOVE GRADE AND 4' OFF
70' MIN. EXCAVATED ' FILTER CLOTH
EDGE OF PAVEMENT AREA
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC 0 9 5 5
NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED 'COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 job number:
WITH A MINIMUM WASH HOSE DIA. OF 1.5" \
WIRE
SECTION A -A II I CORRECT TRUNK ARMORING
OUTLET PERSPECTIVE VIEW) drawing:
ALBEMARLE COUNTY CONSTRUCTION COle TS �JC
.ON OF SILT FENCE TRIANGULAR BOARD FENCE EROSION & SEDIMENT
ENTRANCE (WITH FIRE SUPPORTS PEI�CIIoTG AI�iI� ARMORING TEMPORARY SEI�II�[El�iT TRAP CONTROL DETAILS
_ - _ _ _ _ . . _ _ _ ___
SECTION 1.4. DETAIL `.t• • I ET.AII.., t.5• SECTION ..,. .
4DAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08 -1 Source: Va. DSWC A Plate 3.18 -1 "" i4,�►
•
ENDWALL 3d°
do
1 I PIPE OUTLET TO FLAT
Ut k
I AREA WITH NO DEFINED)
CHANNEL
TOE OF FILL r....._.._._. .__......CULVERT PLAN VIEW
10/11/10
LL
� I
NA1.
L
a
I
I d
`i
o ' ! SECTION A -A FILTER CLOTH KEY IN 6"•9 "; RECOMMENDED FOR ENTIRE PERIMIETER '..
TOE OF FILL
0 0
0
SILT FENCE - o f o
DISTANCE IS 6' MINIMUM IF FLOW A
1 IS TOWARD EMBANKMENT
i drawn by: checked by:
FLOW A 3d ° (MIN.,) AF EKR
do
t�
PIPE OUTLET TO \WELL
DEFINED CHANNEL Copyright: c 2008 brwarchitects, P.C.
*OPTIONAL STONE COMBINATION PLAN VIEW
1.5'
La
FLOW 0 —�
2.5'
d Ilt _ %`A, C H I T E C T S
SECTION A -A 7 1 2 toultns re n
FILTER CLOTH KEY IN 6"•9 ": RECOMMENDED FOR ENTIRE PEERIMETER r 1 t ; ` 1 ` f: -,v a " f ?'
v i 22902
NOTES'. 1 APRON LINING MAY BE RIPRAR GROUTED RIPRAP, GABION t 7k 1 4 1 '7 % , 166
BASKET, OR CONCRETE. ;tt; "•r 41'14,9,' 7160
" VDOT #3. #357, #5. #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
TO REPLACE SILT FENCE IN "HORSESHOE "WHEN USING PLATES 3.18 -3 AND 3.18 -4.
HIGH VELOCITY OF FLOW IS EXPECTED 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES
CULVERT INLET PROTECTION PIPE OUTLET CONDITION FOR CV -3
DETAIL . T.S. SECTION �.T.s.
U
.1
date sheet number
10/11/10 (� Q
Final V V
Site Plan
Total Sheets: 10
SOURCE: VA EROSION & SEDIMENT CONTROL MANUAL
V
PERSPECTIVE VIEW
PERSPECTIVE VIEW
PLASTIC FENCE
SAFETY ]FENCE
EI,EV.1°>,TILON
Source: Public Facilities Manual,
DRIP LINE
PROTECTIVE DEVICE
MAXIMUM LIMITS OF
CLEARING AND GRADlh
PROPOSED GRADING
PLATE. 3.1 -1
I
I
PERSPECTIVE VIEW
METAL FENCE
P",_-
JUNCTION SLOT
CHECK SLOT'
TERMINAL FOLD
- LAP JOINT 2" MIN.
(JUTE MESH ONLY)
TAMP FIRMLY
ANCHOR SLOT
2"
N_
O
cn
ANCHOR SLOT NOTES
APPROXIMATELY 200 STAPLES REQUIRED
PER 100 SO. YDS. OF MATERIAL ROLL.
ANCHOR SLOTS, JUNCTION SLOTS &
CHECK SLOTS TO BE BURIED 6" TO 12 ",
12" MAX. 4:1 OR FLATTER
6" MAX. STEEPER THAN 4:1
EDGE AND END JOINTS
TO BE SNUGLY ABUTTED
(JUTE MESH WILL HAVE
STAPLED LAP JOINT IN
LIEU OF EDGE JOINT)
5' MAX. 4:1 OR FLATTER
3' MAX. STEEPER THAN 4
'CHECK SLOT
1 "TO 2"
III
I
II fill I
i
�� I I I
�� I I I
I
I II I II I I
I it
I I
TAMP
FIRMLY HECK SLOT _ VAR. VAR. (,
_.
2" T 0 o PLAN VIEW
STAPLING DIAGRAM
ca
'CHECK SLOTS AT MIN.
STAPLE FORMED FROM NO, 11 STEEL WIRE. 50' C -C INTERVALS;
8" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL
JUNCTION SLOT 6" STAPLE MIN, LENGTH FOR OTHER SOIL. "COMBINATION" BLANKETS
-.. 12" TAMP TERMINAL FOLD
FIRMLY - +.._ -..
4" TAMP FIRMLY
2,. ' N
N
0 '
TYPICAL TREATMENT - I
(SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA
�.r.s. DETAIL,
WHERE DRIPLINE
%090 IS LESS THAN
5' :il~
CONSTRUCTION ION OPERA � IONS RELATIVE
TO THE LOCATION OAT OAF PROTECTED TREES
3.38 -1 SOURCE: VA. DSWC
N.T.S.
DETAIL,
I ' ' ' ''
SECTION
LUCK BIO- FILTER w'
MIX OR TESTED AND_'::`'. _
APPROVED EQUIVALENT .r..
1' -0
(MIN
PLATE 3,09 -1
,T. .
UNDERDRAIN GRAVEL
(AASHTO M43, 112 "A ")
OUTLET CLEAN -OUT
PROTECTION WIWATERTIGHT
CAP (TYP) OQ�
M
15' -0" MIN
6" PERFORATED
SCHEDULE 40 PVC PIPE
OR EQUIVALENT @ 1%
SLOPE (MIN)
CROSS SECTION
' TOP ELEV. = 706.0
WEIR INV. ELEV, = 704.5
-BED ELEV. = 704.0
6" NON - PERFORATED
PVC PIPE @ 1%
SLOPE (MIN)
4" DEEP PEAGRAVEL
FILTER LAYER
NOTES:
1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO
BOTTOM OF BIORETENTON AREA MUST BE EVALUATED.
2. PONDING DEPTH FROM BED TO WEIR INVERT IS 0.5 FT.
3. THE DISTANCE BETWEEN CLEAN -OUTS SHALL NOT EXCEED 50 FEET.
BIOFILTER WITH DETENTION CAPACITY
TYPICAL DETAIL
111 3rd sweet se
chorlottesville. VA 22902
t: 434 . 295. 8177
www.waterstreetsiudio.net
project:
TABOR
PRESBYTERIAN
CHURCH
ADDITION
5804 TABOR STREET
CROZET, VA
for:
TABOR
PRESBYTERIAN
CHURCH
CROZET, VIRGINIA
job number:
0955
drawing:
EROSION & SEDIMENT
CONTROL DETAILS II
J.
fW IC
Ut k
10/11/10
I
N01VAL
drawn by: checked by:
AF EKR
date
10/11/10
Final
Site Plan
sheet number
09
Total Sheets: 10
ova �r.+W<' ",fry
"•��,'
i
PERSPECTIVE VIEW
METAL FENCE
P",_-
JUNCTION SLOT
CHECK SLOT'
TERMINAL FOLD
- LAP JOINT 2" MIN.
(JUTE MESH ONLY)
TAMP FIRMLY
ANCHOR SLOT
2"
N_
O
cn
ANCHOR SLOT NOTES
APPROXIMATELY 200 STAPLES REQUIRED
PER 100 SO. YDS. OF MATERIAL ROLL.
ANCHOR SLOTS, JUNCTION SLOTS &
CHECK SLOTS TO BE BURIED 6" TO 12 ",
12" MAX. 4:1 OR FLATTER
6" MAX. STEEPER THAN 4:1
EDGE AND END JOINTS
TO BE SNUGLY ABUTTED
(JUTE MESH WILL HAVE
STAPLED LAP JOINT IN
LIEU OF EDGE JOINT)
5' MAX. 4:1 OR FLATTER
3' MAX. STEEPER THAN 4
'CHECK SLOT
1 "TO 2"
III
I
II fill I
i
�� I I I
�� I I I
I
I II I II I I
I it
I I
TAMP
FIRMLY HECK SLOT _ VAR. VAR. (,
_.
2" T 0 o PLAN VIEW
STAPLING DIAGRAM
ca
'CHECK SLOTS AT MIN.
STAPLE FORMED FROM NO, 11 STEEL WIRE. 50' C -C INTERVALS;
8" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL
JUNCTION SLOT 6" STAPLE MIN, LENGTH FOR OTHER SOIL. "COMBINATION" BLANKETS
-.. 12" TAMP TERMINAL FOLD
FIRMLY - +.._ -..
4" TAMP FIRMLY
2,. ' N
N
0 '
TYPICAL TREATMENT - I
(SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA
�.r.s. DETAIL,
WHERE DRIPLINE
%090 IS LESS THAN
5' :il~
CONSTRUCTION ION OPERA � IONS RELATIVE
TO THE LOCATION OAT OAF PROTECTED TREES
3.38 -1 SOURCE: VA. DSWC
N.T.S.
DETAIL,
I ' ' ' ''
SECTION
LUCK BIO- FILTER w'
MIX OR TESTED AND_'::`'. _
APPROVED EQUIVALENT .r..
1' -0
(MIN
PLATE 3,09 -1
,T. .
UNDERDRAIN GRAVEL
(AASHTO M43, 112 "A ")
OUTLET CLEAN -OUT
PROTECTION WIWATERTIGHT
CAP (TYP) OQ�
M
15' -0" MIN
6" PERFORATED
SCHEDULE 40 PVC PIPE
OR EQUIVALENT @ 1%
SLOPE (MIN)
CROSS SECTION
' TOP ELEV. = 706.0
WEIR INV. ELEV, = 704.5
-BED ELEV. = 704.0
6" NON - PERFORATED
PVC PIPE @ 1%
SLOPE (MIN)
4" DEEP PEAGRAVEL
FILTER LAYER
NOTES:
1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO
BOTTOM OF BIORETENTON AREA MUST BE EVALUATED.
2. PONDING DEPTH FROM BED TO WEIR INVERT IS 0.5 FT.
3. THE DISTANCE BETWEEN CLEAN -OUTS SHALL NOT EXCEED 50 FEET.
BIOFILTER WITH DETENTION CAPACITY
TYPICAL DETAIL
111 3rd sweet se
chorlottesville. VA 22902
t: 434 . 295. 8177
www.waterstreetsiudio.net
project:
TABOR
PRESBYTERIAN
CHURCH
ADDITION
5804 TABOR STREET
CROZET, VA
for:
TABOR
PRESBYTERIAN
CHURCH
CROZET, VIRGINIA
job number:
0955
drawing:
EROSION & SEDIMENT
CONTROL DETAILS II
J.
fW IC
Ut k
10/11/10
I
N01VAL
drawn by: checked by:
AF EKR
date
10/11/10
Final
Site Plan
sheet number
09
Total Sheets: 10
INTERNATIONAL SOCIETY OF ARBORICULTURE
INTERNATIONAL SOCIETY 1 WESSTTNANTHONY DRIVE
CHAMP, IL 61821
OF ARBORICULTURE (217) 3559411
(217 ) 3559516 FAX
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO'DOhNINA.NIT
LEADERS, AND BROKEN OR DEAD BRANCHES,
SOME INTERIOR TW*S AND LATERAL BRANCHES
MAY BE PRUNED, HOWEVER, DO NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL.
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL Of THE LANDSCAPE ARCHITECT.
SEE WRAPPING DETAIL.
MARK THE NORTH SIDE OF THE TREE
IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN
EVER POSSIBLE.
SET TOP OF ROOT BALL FLUSH TO
GRADE OR 25MM 59MM 0'21
HIGHER IN SLOWLY DRAWLING SOILS.
MULCH ROG, IWWM (C) DW MIN.
24DOMM IV) DIA PREFERRED
MMM (2'1 MULCH. DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK(.
MAPITAHN THE MULCH YNEED'FRREE FOR
A MIN, OF THREE YEARS AFTER
PLANTING.
TAMP SOIL AROUND ROOT BALL BASE
FIRMLY WITH FOOT PRESSURE 90 THAT
ROOT BALL DOESN T SHIFT.
NOTE: FOR DIMENSIONS OF
PLANTING AREAS, TYPES OF SOS.
AMENDMENTS, OR SM REPLACEMENT.
SEE "SOIL !MPRDVEMENT DETAILS'
NOTES:
L*�1
EACH TREE MUST BE PLANTED SUCH THAT
THE TRUNK( FLARE IS VISIBLE AT THE TOP
Of THE ROOT BALI TREES WHERE THE TRUNK
FLARE I$ NOT VISIBLE SHALL BE REJECTED.
DONT COVER THE TOP OF THE ROOT BALL
WITH Std.
WOMM (45 HIGH EARTH SAUCER
BEYOND EDGE OF ROOT BALL
— REMOVE ALL TWINE, ROPE, WIRE AND
BURLAP FROM TOP HALF OF ROOT BALL.
— IF PLANT IS SHIPPED WITH A LIRE
BASKET AROUND ROOT BALI., CUT
THE YORE BASKET IN FOUR PLACES
AND I=, DOWN 2DOMM (fi) INTO
PLANTING HOLE.
— PLACE ROOT BALL ON UN'EXCAVATED
OR TAMPED SOIL.
I, PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE PLANTING DETAIL - B &B TREES IN ALL SOIL TYPES
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (S FT.)
SQUARE. OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING
IIVEVELOPMOD)
BUIIIIILAP em 01011
ON TOP OIN FA=
MALL AFTER HI!!t'
or ISASICET 00
NOTES,
•
USE OP 4404 FI40PILE" SIAMW RILL RTKANBrs IrHOYAL
CP NIA XffT TOP WE") AMP LOOPS LAMS 11-1AN A-*"
NIEt.OW MNOULOM Q T400T SIALL PRIOR TO PLANTN+IS.
BUIIt.AP CA4111111 tASL
• AFTER WSPX1 SAL Cr BASKET TOP FM71lLLONTAL LIMITS)
AND LOOPC W" CAN SIR MI OVMR ?OR OF ROOT
WQ I TO STAMILIN TPIUW T14110M PMT YEAR NIEE
OMM LAG*LOi ILLUSTRATION FOR 11=TYNS WiWOPNOAT101N.
• USE CP SYNIT ERU: WARLA■ AND TOM N P00WWfIW.
• L70 NOT L.IT'PAGKA(Mr BY ILKIRII BASKET AS 1T CAN
CAUSE WIRE TO EXTLEC ABOVE 04OULOM OP ROOT
LIAN.I_
SNOULZ)VNR OP POW, SIA"
11110MI& ! TOP RNW&) AtE!
LOOPS NJP H1414 PIMA
BAS M
NIGH PROFILE PACXAPE - REMOVAL OF TOP RR4G(S), LOOPS AND RETYING
N.T! R1LM0l09N Vf01 IS= aw
HNO'TsW. N
NOTES. NOT *& [ • U6a OF 1AW4 PNWFILK' P ROUT BALL HAS e9rN
BASKET WILL MIL•40W RECURLAPPED. REMOVE
• USE OF 'WWII ,P1WNL.E" BASKET WILL • USE CP 'COMA PI40I%J' NW6) � D T TOP � � THE OuTOOT
0 P040VAL OP BAOW TOP OAVW PACgCA19E WILL TW W) " O LOO" Lace MI BASKET A ED ROOT
MIS MS) AND LOO" L 06 THLAIN 4-6" U9)L C4 OF ORI PALL N 16 PLACED N THE
ALLOW p11SICET, BURLM AND MLaLDER of ARGOT II.4LL PLANING rrr.
BELOW 6404 -DER OF ROOT BALL TWINE TO PINKAM INTACT I rItIa" TO PLANTars.
PRIOR TO PL.ANNTIN& B4Jf4I.AP CANT TH RICIU04 THE MUST PEAR i BuRL.AP CAN REMAIN. -00010A ALL 51MAP AND
Twt. z /RET7AANING ON1W
I'>MlMARN I . AW PART CF TI-W TOP OF !FOOT BALL WMON
• PlIrIove ALL 8UP1ILAP AND 41RVHS1` 4G rwCM. ONE YEAR OF PLAWfN&
• AFTER INJPVWAL OF BASPZT TOP TWW R101ANMCr OVER TOP REMOva ALL EXCEA6 SOIL
NORI?ANTAL POW &) AM L:O0P6, e OF IIGOT BALL WITiiR't ONIE A OVS eneuc ipLAL.
TWINIE CAN CAL' RETIED OVIR TOP OF YEAR OF Pl.ANTM I ftxytW. .,a<<
ROOK BALL TO STAM M.IZ= TRW ±� . DO NOT LIFT 'PACKAGE' SALaµ LL � of +1aooT
TNPWUS4111"OT Y'=AR. M L±IRl'i - �, •LIRE OP 6r4r EM BUM.AP � BY WIRE SAWKET Ae `T
LACSN4 ILLUSTRATION FOR RET YMCL+ AND TYRE 16 PI40HIIB(TED. I CAN CAJAE HARE To
aXI8H1:' ASOA *W"CINR
h 011h1ATIOM • OF (ROOT OA LL. AOT� TIME AT W1R8
Nf 14voT BALL HNAi hE=td I A1NCT1(JINW TO ETABILfxa
• P040vL ALL BIi4tAP ANO TWINE PNK# LAPPED. 111110114" i . UWe OF amnNETIC MLIILAP NOT MIDWAY BaTtutEN
RTE IANNRki OWIM TOP OF ROOT BAIL �, OUP LAP C44 THE OUT*= OF i AND TWINE is I'RONIBRNRD. ,ANCTIONW
WRTNIN 04 YREAR OF PL.ANTMIi BAIMKET ARTIER ROOT BALL IS i
PL ACED N THE PLANTRdtii PIT. E AFMfQ TTOTOPP o HORIZONTAL
•� _ °;�`. • P PKVT BALL WAS DRFEN • DO NOT LFT 'PAGTCAdAN SY Rib) AND LOOPS, TWINE
*�. R1ASIC= BLNlLdAP ON _ I CAN C AAOALL O TOP
� -�—_ TNTE OUTeR7E OF BA4RCET AFTR7t ROOT ,..-- CIE BAIkiT Ad It CLAN aF IapoT B,K,L To
-� BALL 10 PLAtGEP N TIM: PLA4TIN4 _ _ t`.AUSE wm TO KXTWV STABILIZE TRLRNC 711, 3N
PIT. ALROVE SHIOtLOM OF ROOT PMI YEAR WEE DRUM
Cyr.= B AI.L LACR44 ILLUSTRATION FOR
• 116E OF 6YNTNHTIC BtJItl.AP AND -- RETYING "10101ATIOK
TWINE 16 PIAOMNIDITED. • F T1i elm OF THE
-va PL/YVTM PIT ARE QL.AZ=D
• DO NOT LP'T "'PACKAR4E` BY IUM OR }TILLER, USE A "IV TOOL I H4LGFN PROFILE PACKAGE
BAWV AS Mr CAN CAUSE WM'S' TO TO REI4T!AIC UP THE SLNrr4CE I w*a bL•1 • NN•t !•R+
EXTEND ASO/vB 6H4plW D=R OF MOOT PLAN P 4% PV DII1'tWMt AT LEAST Boom PLANTMQ4
BA L.L.» 2 TWIN ROOT BALL GWWM IN
F1.AIfiN4lMtPLAIRTEItATLWT ALLPooloTICNS. so"IIINCIK.P
2 1 0901 S&L DWITEIR M • P THE SIDES OF TM PLANTNN6i PIT � SUNMSACNa 10 OOTTO'I
ALL Dw0roma WOU SN0at.D ARM! aL.A.tED OR 014100, USE A WAN ID
Kam POWI TO tro TOOL TO OPRAK Lr THE SURFACE
O► NMI 6NY,.L DEPCM IIW„ Ah1*4L
NOTM
LOGATa T01• Q APPLY U66 OF -LOW PIR0N4LE•
W LAYEIR CP P%L.CN4 OYM BASKET PACKAGE WILL ,
I'b0► NM1 O cr APTLY !" LAYTIR OP MAII CM OV" PKX" K AM 2-44 ALLOW a OW MA1 INTACT AND i
TOP AND bNTIIE PLAHNINNS NON""
aHdIIIE PL AV" Prr HAE!*4* IWO! ALLAY NIROIN T14NP AND TLW E TO RB1AP+ IMAC T x
IROCI 2�. 1l PFIHb i 1100f PL.A! N400► NN{.AI4TC TWOOLIOW THE FtRWT YEAR ;
A■OVa PIiMiD RZ70T RAIr "A414 AIIKY 17*Cirt IMIK pb GRAM 001110 ?M (N� DR11Et0lEO) s
4144L�M. capsmom CP D6vK4p W) 1ROCIT « � AQ OF THE N WING I
am 1Ir Ira AV
iXCE" IL AMCva
Wf1E CQDITIOHM 2. 4If WOWIMUCTtllRAL ROOT& 6401A DER OF !ROOT lsN.t
RWALNp 4lRADE
DO NOT LIFT 'rACKAaNI:' MY
° `T �`�"+••,,• —,12ia ii �' 21iAKAi�i URN CASCLT AW IT CAN
i L CAIWE WIM TO EXTUND
�1nJ L N 3 ""- tlfiNTl/dEi? WIaOR/l7! \�' W AD ER WWOLI P OF A�OT
r
l ^I t i AC7 EiNGAYANlp SON. ARQHt) uea of WYNTNETIC MURt a•
A# PACT WT SAILEOI W #T Al11tTIWC �
ihWa Q RI{70'I rALl TO *TA�Ia � �� .,� � RN1SR Q R'AO'T IAAi.6 TO STAIlK.t� TO!' Hk:MtlZONTAL Rp'kJ OF
I
' S Y, •� '�;,' AND TILR� IW PRONiBITED.
i
EARI4�N L GM , \ ` \ P ROOT GALL WAS 449114 44-6' BELOW T TMOOT
�"""'• REOURI.A "O, 61J111L.AP C" MALL LOOP* CAN "
TFa OUTWIDa OF SAVOIT WILL NkWM BUT NOT ABOVE
PLACE 1R1)OT BALL ON KAMLE PLACR ROOT MALL 014 *TABLE NAM! TO IWR 110110,V D
M/41RRAOE TO MIN m GITTLE'!R StNMRAOU TO MIIV = SIRMIN ENT ONAC l2 PLANT14a`.
RVIOva ALL IIUM -AP AN;, i
TWINE 11EMLaR0014 CAM TOP
OF MOM MALL WITWN OP4t. 3
YEAR OP PLANTMK
SHADE TREE PLANTING WITH NIGH PROFILE PACKACIE
SHADE TREE PLANTING WITH LOW PROFILE PACKAGE !
MT R Tlv1G vsw LOU PROFILE PACKAGE
nca 1111110 I
fcr�. N� vwr rNnwe 7M'N i
____......_.._._ ---------
.
INTERNATIONAL SOCIETY OF ARBORICULTURE
INTERNATIONAL SOCIETY 1400 WEST ANTHONY DRIVE
OF ARBORICULTURE CHAMPAIGN, IL 61e21
217 356-9411
217) 3W9516 FAX
NOTE: FOR DETAILED REQUIREMENTS I I
RELATED TO THE PLANTING Of THE
TREE IN THE IMPROVED SOIL, SEE BACK FILL WITH EXISTING SOIL.
'TREE PLANTING DETAIL `
IN SANDY LOAM SOILS, ADD 20%
MAX. BY V%UME COMPOSTED
ORGANIC MATERIAL TO THE
LOAMY SOIL EXISTING SOIL
1 i SLOPE ON SIDES
OF PLANTING HOLE,
TAMP SOIL AROUND ROOT SALL LREXCAVATED OR
BASE FIRMLY WITH FOOT COMPACTED MOUND
PRESE SO THAT ROOT UNDER THE ROOT
SUR
BALL GOES NOT SHIFT. 2 X ROOT BALL OKM4ETER BALI TO PREVENT
SETTLEMENT.
LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTEHNT OF
BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM, NOTE THAT SOILS AT THE OUTER LIMITS OF
THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL,
LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND. SILT AND CILAY
PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER THE SOIL MUST NOT SE SO
COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR
MASSIVE, THE SON. MUST BE TESTED FOR TEXTURE., DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PROR
TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS,
NOTES, .
1, PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
SOIL IMPROVEMENT DETAIL
TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS
NOTE! THIS DETAIL ASSUMES THAT THE AREA OF LOAMY BOIL AVAILABLE TO EACH TREE 15 A MINIMUM OF
45 SO. M (SOD 50 FT)
PROTECTED BY COPYRIGHT • 11 tOBIDS
INTERNATIONAL SOCIETY OF ARBORICULTURE
INTERNATIONAL SOCIETY 1 DDwEsT �THONYDRIVE
OF ARBORICULTURE 217 355 -9411
217) 355 -9516 FAX
WIRE OR CABLE SIZES SHALL BE AS FOLLOWS:
TREES UP TO 65 MM (2.5 IN I CALIPER - 14 GAUGE
TREES 65 MM (2,5 4N.) TO 75 MM (3 W. ) CALIPER -12 GAUGE
TIGHTEN WIRE OR CARE ONLY ENOUGH TO KEEP FROM SLIPPING, ALLOW F OR SOME TRUNIK MOVEMENT, PLASTIC HOSE
SHALL BE LONG ENOUGH TO ACCOMMODATE 35M (1.5IN.)OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED.
13MM (0,51 DIAMETER
PLASTIC HOSE
GALVANIZED WIRE OR CABLE
TWIST WOE TO TIGHTEN
240MM a40MM R1.5 "x 1.5"
HARDWOOD STAKES OR OTHER
APPROVED STAKE MATERIAL
NOTE ALL STAKES SHALL BE DRIVEN
OUTSIDE THE EDGE OF THE ROOT BALL,
ASSURE THAT THE BEARING &MACE OF THE PROTECTIVE COVERING OF THE YORE CI'R CABLE AGAINST THE TREE TRUNK
IS A MINIMUM OF 12 MM 05 IN,j
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM
THAT RREQIBRED THE TREE TO BE STAKED, STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST
GROWING SEASON AFTER PLANTING.
TREES NORMALLY DO NOT NEED TO BE STAKED .4HD STAKING CAN BE H1AAMFUL. TO THE TREE, STAKING SHOULD BE DONE ONLY
PATH THE APPROVAL OF THE L0SCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT IE ABLE TO SUPPORT ITS ELF.
THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.
o TREES WITH POOR QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED, REJECT RATHER THAN STAKE
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY. RESULTING IN WEAK TRUNKS. KS. REJECT RATHER THAN STAKE.
a PLASM PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BULL. CORRECT THE PLANTING PROCEDURE,
o ROOT BALLS PLACED ON SOFT SOL TAMP SONS UNDER ROOT BALL PRIOR TO PLANTING.
o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOLL. STAKING ADYISABi.E.
o TREES LOCATED IN A PLAC E OF EXTREMELY WINDY CONDITIONS. STAKIrGADVISABLE.
NOTES:
1, PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
�\ TREE STAKING DETAIL - TREES 75MM (31 CALIPER OR LESS
Id"M
Awyw.CADdetah.com PROTECTED SY COPYRIGHT .1106
INTERNATIONAL SOCIETY OF ARBORICULTURE
INTERNATIONAL SOCIETY 1400 �A x;82 DRIVE �,
OF ARBORICULTURE (217) 355-9411
FAX
TWO-WALLED PLASTIC
SHEETING OR TREE
SHEsTER MATERIAL
APPLIED FROM TRUNK
FLARE TO FIRST BRANCH
8104)EGRDABLE
PLASTIC TAPE
APPLY THE PLASTIC SHEETING LOOSELY AROUND
THE TRUNK TO LEAVE A 12MM (051 GAP
BETWEEN THE TRUNK( AND THE SHEETING.
OPTION t OPTION
BREATHABLE FABRIC TREE WRAP APPLIED FROM
TRUNK FLARE TO FIRST SRANOL WRAP PAPER
FROM THE 807TOM UP WITH SUFFICIENT OVERLAP
TO COWER ALL SARK.
00MORADABIE PLASTIC TAPE
TREE WRAP SHOULD BE INSTALLED AT TM1E OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT,
BUT NO LATER THAN 12 MONTHS AFTER PLANTING,
TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO N07 NEED TO BE WRAPPED EXCEPT TREES WITH
VERY THIN BARK, SUCH AS RED MAPLE, SHOULD BE WRAPPED IF APPROVED BY THE LANDSCAPE ARCHITECT.
NOTES:
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
PROTECTED BY COPYRIGHT • 11 W=
R'.11:4' bf
I I I 3rd street se
charlottesville, VA 22902
t: 434. 295. 81 77
www.woterstreetstudic.net
job number: 0955
drawing:
LANDSCAPE PLAN
DETAILS
drawn by: checked by:
AF EKR
I
date sheet number
10/11 /10
Final 10
Site Plan
Total Sheets: 10