HomeMy WebLinkAboutSDP199400016 Plan - Approved Stormwater Management Plan 1994-03-17APPROVAL: 1
��L Plar�tfiBg &� m c clopmcnt
pt ���"""gmcenng
' Ic County Service Audwntp "
Dept. of Zoning
C ty Official
Virginia Dept. of Health --
- Site Development Data
SITE. DATA:
Tax Map 46B(2)-1, Parcel 3
OUTSIDE OF WOTMII--FINALLY
Zoned: PUD (Entrance Corridor Overlay District)
PALL MULCH 5" 15ACK FL'OM TPUNK.
Setbacks: 50' along Route 29 and North Hollymead Drive;
EJAW5101,1 MAT—Al,
20' parking and residential buffer
b
Location: Hollymead Subdivision, Rivanna Magisterial District
PO
Albemarle County, Virginia (not in Dnnlmng Watershed)
OWNER:
ELCA Loan Fund, 8756 West Higgins Road, Chicago, Illinois 60631
CONTRACT
Peace Lutheran Church c/o: Mr. Richard E. Muller
PURCHASERS:
P. 0. Box 8043 Chairman, Building Comm.
Charlottesville, VA 22906
EXISTING
CONDITIONS:
Partially 1 wooded site.
al
PROPOSED USE:
Church and Day Care Center
LAND USE:
Building: (impervious) 8,090 S.F. (6.2%)
DACEFILL WITH A PA-VTS
Pavement: (impervious) 26,400 (20.2%)
Open: 96,190 - (73.6%)
Total Site Area: (3 Acres) 130 680
BUILDING
CUT AND FOLD 8lIP1AP FROM
TOP V5 OF QOOTDAL`L
HEIGHT:
One story, less than 30 Ft.
V. 1141
U'T
Holl
(top of cross on spire is 60' above ground on North Hollymead Drive side)
PARKING
Required: 2142 sq. ft. -- 75 = 28.56 29 SPACES
SCHEDULE:
(1/75 Sq. Ft. assembly area; no fixed seating)
ACCCPTADLE.
Provided: 55SPACES
(The "Handicap Parking Sign' shall be mounted T above ground in front of the space)
. GENERAL NOTES:
IIT JII JIL_
Pavement Design:
8" crashed stone, VDOT #21 or 21A
IIL- =1 I1 IL TIMI- NI
VDOT Type D Blotted Seal
Stormwater Detention:
Provided by dry pond with outflow control pipe.
Water:
8" Public water main in North Hollymead Drive
Sanitary Sewerage:
8" Public sewer main located at North east comer of property.
Refuse:
Private pick-up from 35 gallon cans stored in the building.
Outdoor Lighting:
Floodlights in the parking lot shall be Lithonia arm -mounted metal
halide, 250W type KAR fixtures mounted 20' high on wooden
poles.
Fire Protection:
The Building will have an automatic sprirMer system.
COUNTY OF ALBEMARLE
DEPARTMENT OF ENGINEERING
GENrJAL CONSTRUCTION NOTES FOR SITE PLANS
Revised: March 1, 1992
1. Prior to c ent of any c nstruction' within any existing
public right--ofcway; including to
to. any existing
,,ad, a permit for said construction shall be obtained from
the Virginia' Department of Transportation (hereafter
abbreviated V.D.O.T.).
All paving and drainage related materials and c ds[ru<tion
methods shall eon£orm tote ent specifications and standards
of V.D.O.T. unless otherwise noted.
I1. Erosion and siltation control measures shall be provided in
ord_C with the approved e n control plan and shall
bee installed prior to any clearing, grading or other
..nstruction.
4.' All slopes and disturbed areas rc to be Ecrtiliced, seeded
and mulched. Maximum a1 su,lea£ill o cut slope is 2:1.
whcrc r nobly obtainable lesser slopes of a:l or better
c to be Dehicved.
5. All drainage inlets shall have a 2 -inch local depression.
6. Paved, rip -rap o stabilization mat lined ditch may be
reguircd when inrthe opinion of the Albemarle County Director
of Enq ince. Lng, or his designee,. it is deemed necessary in
order to stabilize a drainage ebannel.
7. .All traffic control signs shall conform with the Virginia
Manual f u form Traffic Control Devic latest dition.
8 Unless th c noted all Concrete pipe shall be reinforced
Concrete
oncret pipets Class 1II.
9 Allexcavation £ d-rg and pipe in t ll ti n m st comply
with OSHA St d d for th
rth Constructi -I d try
t29 CPR
Part 1926)
In additionto the above notes, the following statement must be
�cludcd on all site plans which r quire V.D.O.T. approval. The
statement must be signed by the developer of the property prior to
tentative site plan approval.
we the d g cd dcvcloporls). understand that approval of
this pl by the County of Albemarle does not necessar,ly
indicate Virginia Department of Transportation WDOT)
approval of the plan. .Approval of the plan bythc ounty
docs not. .in any way rclievc mcof my responsibilityCin
obtaining final VDOT approvalprior to the i of
building. permits and or ccrtificat. of o...P.Ocy.
Q� het_ 3i 9
DEVELOPER DAT'
PEACE LUTHERAN CHURCH
C.HAItLOTTPS\ll.i.I?, V?kGi\I
TABLE 6-C
GENERAL EROSION AND SEDIMENT NTR N
CO OL OpIS
ES -I: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will
be constructed and mainmincd according
to minimum standards and specifications of the V rynia Erosion and
8d tC lift H dl k a
nd Virginia Regulations VR 625-02 -00
g g
Erosion and Sediment Control Regulations.
ES -2: The planaPProvin authority must be nabhcd one week prior to the pre.
construction conference, one week prior to the commcnccmcnt of land
disturbing activity, and one wcck prior to the final inspection.
ES -3: NI erosion and sediment control measures are to be placed prior to or as
the first step In clearing.
ES -4: A copy of the approved erosion and sediment control plan shall be
maintained on tile site at all times.
ES -5: Prior to commencing land disturbing activities in areas te bother than
indicated on n
these plans (Including, but not limed to, off-siorrow or
wast, areas), the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving au h-fty.
ES -6: 'The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as
determined by the plan approving authority.
ES -7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development until
final smbfli=tion is achieved.
ES -8: During dewatering operations, water will be pumped into an approved
filtering device
ES -9: The contractor shall inspect all erosion. com rol measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
CALF 114000
A _ Lr
-- ., 'wit _ rRrcn
C`g , CONTOUR INIFRVAL 20 FEET
NATIONAL GEODETIC !ERTICAL DATUM OF 1929
vv„cr 3r, I 27'30" 1'23 ,w, ,, v,,,.,, ,.., 4 teaacrs v,rcr :rt5 1
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V1 C INITY MAP
( PLAN —CuR PACE
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I foo LF_VJOIINT� Y L
zh
rsl� ASPHALT
AVEL I TI ryO� r��I-Z-.11,-'I '24 pII J �,V�
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G
SIDEWALK AND CURB
5CALE!/y= 1'-O
I ENCING AND ARMORING
I
uxc�
a—nI I I
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a— ruin, w+ "n
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CORRECT METHODS OF TREE FENCING
.rI CORRECT TRUNK ARMORING
.+1 r
TRIANGULAR BOARD FENCE
Source: Va. DSWC Plate 3.38-2
�RETAIkI LEAPEQ
Z'x2" MAPWOOD 5TUE-5 5[T
-.—TJOLE.P JOINT Ex7AH51ON :JOINT Wok—
C
SHQEDD[D DAQK HULH
Pu SPCCIFICATIDNS
OUTSIDE OF WOTMII--FINALLY
ys' IllrJ AWDUS r-YtEM0.➢E➢
PALL MULCH 5" 15ACK FL'OM TPUNK.
SPACED.
EJAW5101,1 MAT—Al,
6 each
b
A0' 0. C.
PO
(
I
SHRUBS
41 each
6140 5' CAL.: Z 5TAKE5.
b" =TCb LE7 _10I17
ALL TRLC5 WPM I V "L&I-1 15TAKE
( PLAN —CuR PACE
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I ENCING AND ARMORING
I
uxc�
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CORRECT METHODS OF TREE FENCING
.rI CORRECT TRUNK ARMORING
.+1 r
TRIANGULAR BOARD FENCE
Source: Va. DSWC Plate 3.38-2
�RETAIkI LEAPEQ
Z'x2" MAPWOOD 5TUE-5 5[T
LIST
C
SHQEDD[D DAQK HULH
Pu SPCCIFICATIDNS
OUTSIDE OF WOTMII--FINALLY
PALL MULCH 5" 15ACK FL'OM TPUNK.
SPACED.
RO
6 each
ALL IGEES 9•-5"al, : D 5TAYr5
'
PO
ALL TRLCS DETWEEN 1 W"
SHRUBS
41 each
6140 5' CAL.: Z 5TAKE5.
ALL TRLC5 WPM I V "L&I-1 15TAKE
MOUND 501E Z" ALL AQOU14D
WIVE WX WITH UO IL (,ALV.
WIQC. FWTCCT TRUNK WITH
DACEFILL WITH A PA-VTS
2 PLY Q.UDOCE 11050.
NATIVE. 501L, I PART CMNUQE.
12"
BL'EAV S1PE5 OF PLANTINCT
CUT AND FOLD 8lIP1AP FROM
TOP V5 OF QOOTDAL`L
� ! 5*.'
HOLE WITH PILL.
V. 1141
U'T
Wt .,,'�6'r
�,f
INOTEr SCT PLAMT ]UCH THAT dfTCENO1C`
14aN DEG�D-[
NIQLAP �ILL
r r
v - SCTTLEMCNT TIIE TDP OF IZ0076dLL
DC [WSH TO FINISHED GPaDe.
ACCCPTADLE.
- II
1 WHIM WAIIUAGE 15 POOV 5eT
to,. WIRE DASKCTS, CUT Id Ili
IIT JII JIL_
IIIll PLANT 5UCH THAT dFT[2 SETTLE-
WIM5 IN SEVERAL It -
IIL- =1 I1 IL TIMI- NI
_ NENT Tt1C TOP OP 200TD&LL, WILL
PLACC5 AND PULL WIQE5 INS-
n. IIIIIE II U ==(1111
= DE 5L14HTLY HI, _V_ (I -Z'7 THdtJ
RACK MOM QOOTDALL,
fil-115HCD G7_ADE. 60"51,1_7 OW'ure:D
- VEXPTATIVC For OTHER 2Et1EOIAL
ACTION WHICH MIGHT D6 ECOUI12LP
TREE PLANTING DETAIL
14,1.5,
CUT AND FOLD DUQLAP FROM .�
TOP %5 OF R.00TBtd-L.
NOTE: NON-PrCVAPAbLE
P
DUQLAP O ACCE IDDLL
4
FOR Q-0 OT 1-- D courelueQ
N--—.1'.
PLANT5, LUT V4 OF R.AOTS '�♦ (III
r I l' li• -' � _ll I I I I i L�I
6dLK.WITH G PA4T5
NATivE SOIL, I PART Mh
UE, t N ;= - IIIII-__ �_-
,1III_-I
NOTC: SCT RAILIT 5UCH THAT ArTLQ. SCTTLCMCLIT THE TOP OF
QOOTDdLL WILL DC PLUSNWI H FIN SHED
CT2A
C.
WHQE DpGINAGC 15 POOQ,
SCT Pld14T 5U6H THAT
T L
APTEQ SeTTLC I1eNT THE TOP OF ECX1 &dl WILL C
D
5LICrHTLY Hl(mr 0-29 THAU 1`1051-IFD GRADE.
c01-15ULT OWNC1215 zEPP.L5e NTATIVC I'm OTHEV
VCMCDIAL ACTION WHICH MAY DC ECQUIVEl7
SHRUB', PLANTING DETAIL
F{T5,
PLANT
LIST
Numbet
Key
TREES
2 each
RO
6 each
DW
5 each
PO
SHRUBS
41 each
RP
Common Name size
HOUWP e" ALL 4WLIUP
2" 5H2CDDEP 0A9K MULCH
PFR 5PECIFICAT10)J5.
PULL MULCH 3" OA,CK.
FQOM STCC'1 OF NIIQUD.
VIII_ _
(.' PEEP PL4NTIW6r DED
-BQEAL'- 51Pe5 OF PLANTING
11OLC WITH PICK.
Remarks
Red Oak 1.5 to 1.75" Caliper B&B
Dogwood I" to 1.25" Caliper B&B
Poplar 2.5" Caliper B&B
Red Photinia 18 to 30 " Tall
2 Rows, Staggered
10' between rows &
15' O.C.
LEGEND: EROSION CONTROL STRUCTURAL PRACTICES
Refer to Virginia Erosion and Sediment Control Handbook, Third Edition, 1992.
Construction Entrance: (CE) Standards and Specifications 3.02. In order to develop 70 fincar feet
of stone construction entrance pad, a tee shaped pad which has at least 70' of length must be
constructed.
Silt Fence: (SF) Standards and Specifications 3.05. Silt fence shall be installed along the entire
lower perimeter of the graded site.
Dust Control: (DC) Standards and Specifications 3.39. Dust Control shall be used as needed to
prevent surface and air movement of dust from exposed soil surfaces and to reduce the presence of
airborne substances which may be harmful or injurious to human health, welfare, or safety, or to
animals or plants.
( Temporary Diversion Dike: (DD) Standards and Specifications 3.09. Diversion dike shall be
constructed to divert storm runoff to the temporary sediment imp.
Temporary Sediment Trap: (ST) Standards and Specifications 3.13. Temporary sediment trip
shall be constructed in the stornwater detention pond for use during construction.
6TREVED WOOD Rock Check Dam: (CD) Standards and Specifications 3.20. Rock check dam shall be
tEm"i Comm constructed in existing road ditch to reduce velocity below water service tap.
!BR IT LONG
4 b.c.
APER TIMBER)
ZYP CURB DETAIL
NO SCALE
Survey and Topographic Information provided by Roudabush, Gale and Associates, Inc. The
elevation benchmark is PK nail in a 36" Red Oak approximately centered on the frontage along
North Hollymead Drive; ELEVATION 506.39, based upon USGS Datum.
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