HomeMy WebLinkAboutSDP201500001 Letter of Revision Letter of Revision 3 2017-06-09 (3)ARCHITECT'
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061 AO- 00- 00-02900
CATHOLIC DIOCESE OF RICHMOND
7800 CAROUSEL LANE
RICHMOND, VA 23294
TRAIN f PARTNERS ARCHITECTS
612 E. JEFFERSON STREET
CHARLOTTESVILLE, VA 22902
COLLINS ENGINEERING
200 GARRETT ST. SUITE K,
CHARLOTTESVILLE, VA 22902
TELEPHONE. • (434)293-3719
(434)293-2813
CONTACT: MR. SCOTT COLLINS, P.E.
scott®colllns-engineering.com
061AO-00-00-02900 (D.B. 1802/ PG. 311)
17.09 AC.
ZONING: R-4 RESIDENTIAL (UNDER SPECIAL USE PERMIT SP -98-67)
PRE -APPLICATION MIG. NOVEMBER 17, 2014
BUILDING HEIGH 53 MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET PER R-4 DISTRICT
EXISTING ENTRY CUPOLA 36' PER HEIGHT ALLOWANCE PER SECTION 4.10.3.2 CODE)
EXISTING BUILDING AND PROPOSED BUILDING HEIGHTS SHALL NOT EXCEED 35'
MINIMUM BUILDING SETBACKS. • FRONT SETBACK: 25'
SIDE SETBACK: 15'
REAR SETBACK: 20'
EXISTING/PROPOSED USE. EXISTING 40,863 SF K -8TH GRADE SCHOOL BUILDING
PROPOSED 5,968 SF t SCIENCE BUILDING ADDITION
SUBDIVISION STREETS: CURB & GUTTER
WA TERSHED: MEADOW CREEK WATERSHED
TOPO & SURVEY TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR COMMONWEALTH LAND
SURVEYING IN NOVEMBER, 2014. NAD 83
FLOODPLAIN: FEMA MAP N0: 51003CO287D, DATE. 2/4/05
NOTE. • THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS
ADJACENT PROPERTY OWNERS- SEE OVERALL PLAN SHEET 2.
PHASING: SEE OVERALL PLAN AND PHASING PLAN SHEET 2
UTILITIES: EXISTING WATER AND SEWER
LIGHTING: NO LIGHTING PROPOSED WITH THIS PLAN.
STORMWA TER MANAGEMENT- A PROPOSED LEVEL 1 BIORETENTION BASIN WILL PROVIDE WATER QUALITY TREATMENT FOR
l THIS PROPOSED PHASE OF THE DEVELOPMENT. AN EXISTING DOWNSTREAM DETENTION FACILITY
WILL REMAIN AND WILL PROVIDE WATER QUANTITY TREATMENT FOR THIS PORTION OF THE SITE.
(CURB NT PARKING FOR EXISTING K -87H GRADE ONLY)
TOTAL STUDENT OCCUPANCY 600 (PER SP -98-67)
280 ELEMENTARY SCHOOL STUDENTS: 280 STUDENTS = 24 SPACES REQUIRED
120 MIDDLE SCHOOL STUDENTS.- 120 STUDENTS = 11 SPACES REQUIRED
200 HIGH SCHOOL STUDENTS: 200 STUDENTS = 67 SPACES REQUIRED
K -8TH GRADE REQUIRED: 35 SPACES
EXISTING PARKING SPACES PROVIDED: 82 SPACES WITH 5 HANDICAP SPACES
PROPOSED PARKING SPACES PROVIDED: 12 (PHASE ll), 29 (PHASE lIl)
TOTAL PARKING SPACES REQUIRED: 102
TOTAL PARKING SPACES PROVIDED: 123
General Construction Notes
1. Prior to any cons 'ruction within any existing public right-of-way, including connection to
any existing road, apermit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All 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.
y.. All slopes and disturbed areas are to be fertilized, seeded and mulched,
5. The maximum allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3.1 or better are to be achieved.
6. Paved, rip -rap orlstabilization mat lined ditch may be required when in the opinion of the
County Engineer, o designee, it is deemed necessary in order to stabilize a drainage
channel.
7. �Il traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise) noted all concrete pipe shall be reinforced concrete pipe - Class Ill.
9. All excavation fo underground pipe installation must comply with OSHA Standards for
the Construction Industry(29 CFR Part x.926).
I ER OF REVISION #3
ALBEMARLE COUNTY, VIRGINIA
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General Construction Notes for Streets
(This list is in addition to the General Construction Notes)
1. Construction inspection of all proposed roads within the development will be made by the County. The contractor
must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests
performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. if a subgrade soil
CBR of so or greater is not obtainable,
a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to
acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural
watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at
the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the
County Engineer, or designee, it is deemed
necessary. When guardrail is required, it shall be installed four (y,) feet offset from the edge of pavement to the face of
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C),
6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical
pavement section detail, shall be strictly adhered to.
8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project
expire prior to signing and recordation, then approval of these plans shall be null and void.
9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and
the Albemarle County Road Naming and Property Numbering Ordinance and Manual.
so. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the
County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT
for public roads.
12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill
transitions and grade sag points as shown on the road profiles.
13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or
County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection
procedure and with a VDOT or County inspector present.
i
VICINITY
0
Sheet List Table
Sheet Number
Sheet Title
I
COVER SHEET
2
PHASING PLAN
3
EXISTING CONDITIONS & DEMOLITION PLAN
4
SITE PLAN
M
TOTAL NUMBER OF SHEETS
PHASE LINES UPDATED PER AS -BUILT CONDITIONS
2 ADDITION OF PROPOSED SIGN TO PHASE III
REMOVAL OF EXISTING SHELTER
4 PROPOSED GRAVEL PATHWAY REMOVED & RELATED GRADING REVISED
YARD DRAINS REVISED PER NEW GRADING
A6 LAY COURT MARKINGS P U GS REVISED
KINGW!
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ROAD NOTES _
GRADING
.7. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND
CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL ISENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE
ROAD RIGHT OF WAY WIDTHAND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE
SA TISFACTION OF THE ENGINEER,
3• ALL GROWTH OF TREES AND VEGE} A TION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT.
OTHER TREES AND VEGETATION 1Ni 11CH OBSTRUCT SIGHT DISTANCESAT ROAD INTERSECTIONS SHALL BE
REMOVED.
4. ALL VEG:ETATIONAND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRAD,E.
nnA/AI ATC
LEGEND
s.
ALL PIPE" CULVERTS, EXCEPT PRI VA "TE ENTRANCES, SHO WN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF
ONE (z) FOOT
ROADS
2.
STANDARD UNDERDRA/NS (CD -s OR CD -2 OR UD -4`S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR
WHERE FIELD CONDITIONS INDICATE.
r = _ _ _-1 EXISTING CUL VERT
EARTHDITCH 3.
ALL DRIWEW4 YENTRANCE PIPES SHALL BEA MINIMUM OF TWENTY (2o) FEETIN LENGTH AND HA VEA MINIMUM
CULVERT
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF
DROP INLET & STRUCTURE NO,
DRI VE WAYCUL VERT
4.
TRANSP(ORTATIONSPECIFICATIONS UNLESS OTHERWISE NOTEDONPLANS.
ALL DRAJNAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.
BENCHMARK
+
DRAINAGE EASEMENTS SHALL EXTEND TOA POINT DEEMED AS NATURAL WATERCOURSE.
CURB
CLEARING LIMITS PA
VEMENT
CURB & GUTTER "� e r '®
1,
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE
S.S.
PROPOSED PAVEMENT T
VDOT STANDARD STOP SIGN
BASEMATERIAL. IF THE 5SV VALVESARE LESS THAN ao, COLLINS ENGINEERING WILL BE REQUIRED TO SUBMIT
- - - - - - - - 200 - - - - - -
- - EXISTING CONTOUR
FOR ALREMARLE COUNTYAPPROVAL THE PROPOSED METHOD OF CORRECTION.
EC 3A DITCH
2.
SUBGRAiDE MUST BEAPPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS
DEPTH OFEC-3A DITCH -
PROPOSED CONTOUR
PLACED.
3.
TEST REIPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
EC -2 DITCH 240-55
-
PROPOSED SPOT ELEVATION
GRADATION FOR TYPE 1, Il, OR Ill PRIOR TO PLACING AGGREGATE BASE.
„/-
TBC DENOTES TOP/BACK OF CURB 4.
THE REQWIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE
S„ DEPTH OFEG-2 DITCH
TIB DENOTES TOP OF BOX
IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT
THE SURFACE COURSE ISAPPLIED PRIOR TO 6o DAYS, THEPUGMILL REQUIREMENTWILL APPLY.
5.
THE USE OFANAGGREGATESPREADER lS REQUIRED WHEN PLACINGAGGREGATE BASE,
6.
BASE MUST BEAPPROVED BYENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE
TREATMIENT ISAPPLIED.
7,
PRIME COAT MUST BEAPPL/ED TO BASE MATERIAL PRIOR TO PLACEMENT OFASPHAL T (PRIME COAT RC -250 �?a
0.3 GAL./S0. YD.).
8.
B/TUMIN(OUSSURFACE TO BEAPPLIED INACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
g.
ENCROACHMENTPOSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCEA
ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE
STRUCTURES SPECIFICALL YAUTHORIZED BYPERM/T ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION
MAYBE LOCATED WITHIN THE STREETS RIGHT OF WAY.
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SQUARE PROPERT TMP 6:L
CHARLOTTESVILLE CATHOLIC SCHOOL
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C/O LARRY MCELWAI WALTER F. SULLIVAN, BISHOP ET AL.
D.B. q1z
2,P G D.B. 1802, PG
.35 .311 EXISTING WATER SER ICE CONNECTIONS
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EXISTING GRAVEL TO SERVE
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-USE PORTION OF THE SEWER
SEWER OUT
FALL
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CAtHOLIC'DIOCESE OF'RICHMOND, UJI
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WALTER F --E4SHbP-ETAL- 3ULLIVAN, 0
JOB NO.
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SHEET NO.
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VDOT STD. CG -7 CURB
SEE DETAIL - SHEET 6
; XISTING 8" DIP WATERLINE
i XISTING 8" PVC SANITARY SEWER
`'.. _._ _ -,,._ ( r ' f ! 1 I e ? / - A � .,,. xrt_:4''.In:Y�T,>�_-�==F:'.+'1.4�`,.':itin . _. - ,..., n.,'•n;s >f ' - .,._,u v.. ' ^'A4 A,
r XISTING FIRE HYDRANT
/ 11
I
lI 1 '
NATE: CONTRACTOR SHALL NOTIFY AN ACSA i
INSPECTOR PRIOR TO AND AFTER GRADING 1
OCCURS TO DETERMINE IF A RISER IS
I •, LLn
+ REQUIRED ON THE EXISTING FIRE HYDRANT
4. ? 4
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. . NOTE: AREA BETWEEN CONCRETE RIBBON
AND BASKETBALL COURT SHALL BE STRIPED ! 1
° AND LABELED "FIRE LANE, NO PARKING"
PROPOSED EMERGENCY
TURNAROUND AREA }'
I i int t f
j + 20 $ i
% I
EIP-E P. 43 PROPOSED PAVED
TRANSITION CG -7 CURB �...:... '. .
t
nInnI-NK1 i i i iBASKETBALL COURT ..,
R00F/YARD DRAINAGE SCHEDULE
PIPE INFORMATION
STIR. NO.
DIA.
(in.)
LENGTH*
(ft.)
SLOPE (%)
INVERT
IN
INVERT
OUT
RIM
ELEVATION
B
434.75
B - C
12
42.7
2A1%
429.00
428.10
C
f(
W
434.75
C - D
12
32.3
2.79%
429.00
428.10
D
435.33
D - E
12
42.5
1.18%
428.10
427.60
w
0
E - STR-10
12
49.2
1.02%
427.60
427.10
SJ.t
F
435.30
F - G
8
81,0
1.48%
430.30
429.10
G
Ei
iU
435.30
G - H
8
16.0
1.25%
429.10
428.90
H
435.30
H - 1
8
16.4
1.22%
428.90
428.70
1
i
tt
435.30
1 - J
8
104.7
1.05%
428.70
427.60
j
J
435.30
J - STR-10
8
49.2
1.02%
427.60
427.10
- rvT T
SCOTT R. COLLINS!,
Lic. No. 035791,1,
41A irl
: a
No
11
SCALE
1 11'2�/
SHEET N
4
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- rvT T
SCOTT R. COLLINS!,
Lic. No. 035791,1,
41A irl
: a
No
11
SCALE
1 11'2�/
SHEET N
4