HomeMy WebLinkAboutSDP201700045 Review Comments Minor Amendment 2019-08-08awl
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Ploi Qk.&;kHd'--- To 6e pf2ceil, onr to se Eardv
FA°"A= to be sawd;
tuiywalhig bL ,i the limits of clewing,
MIR _�k 1 a
wlograding shill begin until the tree nrarking, has been insix'xtedand approyed:bye County laspeetor,
do weastu-ps shall be review d with theeoritractior ou site.
4,
mid storage oNonsirtmtioa materials inclading, soil shall not,be permitted:�vhhin thedripline's o1i
to he saved.
5,
gfvsh 've 'sof�" affec), ti*"Oobe saved.
som not p6rafittcdvvithin 106 1104 6fthDdriPlir10bFlrV0S lobe saved,
7 ' Is shtill oot be stored within 100 feet oMie driplffie oftrees to he, sailed.
to , e, 'E'n 40 feet of proposed Wilding or gradiug adivity. shall bo protectod: f6riciR& wow
in"O'and shall be inspeoted and approved by a Couniy, frisp-coici to grAng 6rc6nstrwrice:
9: T cc
e ground luwl -must beraissd within the driplineofairce table saved,.a freo well shall be provided and detail
subm nted -ailf approval.
gronqd1revOnaust bc lowa-zA within the driplint, saved, i0xod.Nkall shall be gravided: wml a conmVeQUon &-tail
milivnitted f6i aysprovaL
trenching N Vequhod Within the Iffnit" ofriearYnt, ltshaffb8 done as farawai the thunks of tress as pussiblo, runnoling
vndf,-r a large, veesball be cansideted as an aftemativexihen it is anticipated 1�eoder.Aiots.
mthQ f(i shall last items wmpvwduring the. find p1tarlup
-t'L .kT!ams s shall be treated ialmediatdy by pruning, fledifizziion or other methods reeari e d by a tree speoWlSil
1 1 k! OT.E -.: IT IS Chair. &I FAI E L-0 P Uft'a IRFM'PON RML IT V: TO CZOTgrF F WpR VIE QQ1".9 A C R Ot�' TREE C G`IKSWOVAT L, ON
irwouinq nowNTS.
SAM Me kof I
P 2014M00075
N
CASCADIA BLOCKS I
TM 625 P CEL 25
PLANNER
_01 JL Pki,
SPI Cover Sheet
SP2 General Notes, Legends & Abbrevia-tions
SP3 Existing Conditions & Layout/Grading Plan
SP4 Stormwater Ccjlcs &Details
SP5 Lighting Plan
SP6 Landscape Plan
Adjustments to SDP 2014-00075'1or office building.
Building is 8,465 sf total gross area, 2—story on basement, with a
net leasable area of 6,772 sf.
SP2 Adjustments to si'Lr,-, data, notes to reflect changes
in impervious area, open space, and parking.
SP3 Adjustments to layout with spot elevations,
SP4 Summary of si(orm water impacts.
SP 9 Lighl.ing Plan
SP6 Adjustments to landscape plan,
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REV#SIONS
CHANGE OF
PROPOSED USE
JAN. 18, 2018
CHANGE OF
DESIGN FIRM
APR, 26, 2018
INTEERNAL RENNIZION
BUILDING FOOTPREP
AUG 20, 2018
00UNlY COMMENTS
NOV. 27, 2018
('4UN-FYCOMMENIM3
APR. 2,2019
DATE
JULY 24,2017
SCALE
AS SHOWN
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FILE NUMBER
17.0130
SHEET
SPI
55'JID0 +(�r C
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SITE DATA & GENERAL NOTES
Mi
SITE DATI A
O_fflEBA
,WP_,B1t_:41=AL
A
VIRENDA & NITA PATEL TOWNE DIS1`RiCT, LLC
12005 HOLI-Y LEAF CT 170 SOUTH PANTOPS DR GENERAL CONSTRIJCTION NOTES:
GREA71 FALLS, VA 22066 CHARLO-ITESMiLLE
VA 22911 1� Prior to any conistruction within any existing public right-of-way, including connection to
any existing rood, a permit shall be obtained frorn the Virginia Department of
�_p 0
CASCADIA DEVELOPMENT, LLC. Transportation (WDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Wherre any discrepancies occur the requirements of 'the permit shall govern.
170 SOUTH PANTOPS DRIVE 2. All materials and construction methods shall conform to current specifications and
CHARLOT11-ESAL11, VA 22903 standards of 00T unless otherwise noted.
Q-A - RUa_ 'EL� QL_' 3. Erosion and silt(ution control measures shall be provided in accordance with tile approved
L SglA r
DB 4209--088 g J_Qj_Mj�_ erosion control plan ond. shoM be installed prior to any clearing, grading or other
construction.
4� All slopes and ollisturbed areas are to be fertilized, seeded and mulched.
7RL
Q RIVANHA 5. The maximum alilowable slope is 2:1 (horizontal: vertical �, Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved,
S�C K.P-QUE �A Y�UjRYEI�_ DOMINION ENGINEFRING 6� Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion oil the
5QUJRS�LkE_T01-_ County Engineer,, or designee, it is deemed necessary in order to stabilize a drainage
QM&Wy,__L0UISA AERIAL SURWYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING
channel.
7. All traffic control signs shall conform veith the Virginia Manual for Uniform Traffic
11HIS PROPERTY DOES NOT APPEAR TO OF LOCATED WiTIPW A FLOOD PLAIN, IT APPEARS -10 LIE IN ZONE X Control Devices.
AS Sffiftzl ON FrDERAL EMERGENCY MANAGEMENT AGENCY MRM MAP #51003CO287D DATED FEBRUARY 4, 2005 8. Unless otherwise� noted all concrete pipe shall be reinforced concrete pipe -Class III.
9, All excavation fo)r underground pipe instaillation must comply with OSHA Standards for
iFfIS PROPERTY IS NOT LOCATED INITHIR A RESERVOIR WATERSHED� the Constructioni Industry (29 CFR Part 1926).
GENERAL CONS7RUCTION' NOTES FOR STREETS:
5),_ TOP OF EXISTING SANITARY MANHOLE. 'EX-1' ON SOUTfl, END OF SITE 39194 1. Construction inspection of all proposed roads within the development will be made by the
WA12- ALBEMARLE COUNTY SERVICE AUTHOPdTY County. The con1troctor must notify the Departm ent of Community Development (296-
5832) 48 hours in advance, of the start of construction,
2� Upon completioni of fine grading and preparation of the roadbed subgrade, the contractor
S
Alf-JEMiARLE COUNTY SERVICE AUTH%-1dTY shall have, CEIR ttests performed on the subgrade soil. Three (3) copies of the test results
shall be submitt(ed to the County, If a subgrode soil CBR a' 10 or greater is not obtainable,
I L
TNIS PROPERTY IS 70NED. NMD QMA2002�-004), EC a revised pavem(ent design shoU be made by the design engineer and submitted with the test
results for approval.
Table D --lot Regulations (in feet) 3. Surface drainage,� and pipe discharge must be retained within the public right-of-way or
within easement-, prior to acceptance by the County, All drainage outfoll easements are to
Unit Type, Lot Width Front Build -To Mininnurn Setbacks be extended to ia, boundary line or a natural. watercourse.
Line
Side R e �ar_ 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments
will be field verif ied at the time of' construction. Additional guardrail may be required at
5 10 locations not shown when, in the opinion of the County Engineer, or designee, it is deemed
T-i 1� _0 Fort,) illy 10-30 __
3 10 necessary. Itithen guardrail is required, it shall be installed four (4) feet offset from the edge
Townhouse 16'-,35' 5-25 3 10
N /A 1-15 4 15 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to
seven (7) feet.
Mixed e N/A 4 15 5. Where urban cro2s sections (ire installed, all residential driveway entrances shall conform
to VDOT CG-9(k B or C).
on- esidential NIA 4 15
A__ r Uh,
Table E -
Maxin-Turn
Heights
B6i1d[_n__g__
Bic ��,
- -2-
50
Feet
o c: 1<
O)C<S
m
Feet
- -1
TABLE B - BLOCK AREAS AND USE DENSITY P___ERC0_DEOF_
DEVELOPMENT
Estirnated
Min/Max Square
Footoges and Densities by Use I;y--.Block
Min.
Residential
Residentiol
Residential
Min.
Non -Residential
Max.
Non -Residential
Block
Block Size
(in Acres)
Dwelling
Dwelling
Density per
Sq. Ft.
Sq. ft
-
_�7
Units
Units
Acre
9 1-0, 61
10-27
-4.51
10
40
19
5,000
18,000
0
Blo, ��S_
4-40
1-83
70
10
1&9
5.5
0
51000
Bloick 5
2.
5
20
9.0
_2,000
0
0
65-_
3.3
0
0
Block
7.63
... ... . . . . . . . .
65
8.2
PROPOSED
BLOCK AREAS AND USE DENSITY
Block
Proposed
Block Size
(in Acres)
Square Footages and Densi i y Use by
Block
,,, 6-tial
Dwelling
Units
Residential
Density per
Acre
Non -Residential
Sq. Ft.
I -1k 1
9.27
10
1�08
Block 2
15.07
6
6.4
0
Block 3
32-6
-0-
VDOT standard PIE11.
7� Conipflance with the rninimum pavernent width, shoulder width and ditch sections, as
shown on the tyipical pavement section detail, shall be strictly adhered to.
8. Road plan approwal 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.
A I 1 11 ; 1, 1 4. A I k
0 9"'� kil V �7;1 1 K;VU U Of y E, V G75 a Q C01 I I I I I Wi Lite virginia Manual for Unt rm
r, I rt 11 M, AH, 11 1`1 A D A
U k, VII IV M V 1,07Q UH U 15111U q71 oun y ou Noming and FroperLy NUMbering
Ordinance and Mianual.
10. Traffic control cor 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 limitq to be posted on speed limit signs ore 5 mph below the design speed, or as
determined by WDOT for public roods,
12� VDOT standard ICD-1 or CD-2 cross -drains under 'to be installed under the subbase
material (it oil cut and fill transitions and grade sag, points as shown on the road profiles,
13, A video conlero i,nspection is required for all storm sewers; and culverts that are deemed
inaccessible to VDOT or County inspections. Iffie video inspection sholl be conducted in
accordance with VDOT's video camera inspection procedure and �fdh a VDOT or County
inspector present.
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
Ihe plan approving authority must be notified one week prior to the _pr_e-__c_o_n_s_truc`ti6n
conference one kweek nritor 'to the commencement of land rfisturbin --fivif n 11
prior to th e final inspection. yp
2. All erosion and sediment control measures will be constructed and maintained according to
minirnum standards and specifications of 'the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VP\ 625-02-00 Erosion and Sediment Control
Regulations,
All erosion and sediment control measures (ire to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained oil the site at
all time&
5. Nor Lo commencing land atsmrDing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the Contractor shall submit a
CROSS RESIDEN-11AL DESNSITY- 4.19 UNIVACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE BLOCKS 4-7) supplementary erosion control plan to the owner for review and approval by 'Lhe plan
L?&QEQffiEVJffiL- 2,602 VPD approving authority.
BLOCKS 1-3 ADT = 34 SF010+26 DUPLEX*7+60 TO1WHOUSE*7+8,465 SF OFFICE444.7/1000 1,322 VFJD 6. The contractor is responsible for installation of any additional erosion control measures
BLOCKS 4-7 ADT = 86 SFD*104-2 DUPLEX*7+58 TOWNIHOUSE7 = 1,280 VPD necessary to prevent erosion and sedimentation as determined by the plan approving
HE MIANUAL: USE CODE 210 SFD 10 VPD/UNlT authority.
LUE ITE MANUAL USE CODE 710 44.7 IJPD/i,000 SF 7, All disturbed areas are to drain to approved sediment control measures at all times during
VACANT land disturbing activities and during site development until final stobilization is achieved,
During dewatering operations, water will be pumped into on approved filtering device,
TOWNHOMES (60 UNITS),SiNGLE FAMILY DETACHED (32 UNITS), SINGLE FAMILY DUPLIX (28), OFFICE/COMMERCIAL (8,500 SF) SL The contractor sholl inspect all erosion control measures periodically and after each runoff
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
LAV�EDU�- PRE -DEVELOPMENT (Ac) % POST -DEVELOPMENT (AC) % the erosion control devices shalli be made immediately.
RESIDENTIAL L.OTS 0 0 9.953 40.5 10. All fill material to be taken from an approved, designated borrow area,
11� All waste matericils shall be taken to an approved waste area. Earth fill shall be inert
PUBLIC R/W 0 0 4,441 181 materials only, free of roots, stumps, wood, rubbish, and other debris,
(INTERNAL) 12. Borrow or waste areas are to be reclairried within 7 days of completion per Zoning
PRIVAIE ALLEY R/W1 0 0 0.171 0.7 Ordinance section 5.1�28.
13. Ali inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
C01MMERCIAL LOT 0 0 0,4152 t8 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
the hours of 7:00orn to 9:00pm.
OPEN SPACE/PARKS 24�584 100 9.567 38.9 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
TOT A L X584 100% 24.584 100% improvements, and damage to any public street because of slides, sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convort to permanent
B-S stormwater management facilities where applicable all erosion control measures required
ROADS/PARKING AREAS: 2.990 ACRES by this plan regardless of the sale of any lot, unit, building or other portion of the property.
0AD_IKL2_AQFa_ ? 2=[QL, fi, ICE �U�S --nporary stabilization shall be temporary seeding and mulching, Seeding is to be at 75
_JE _[
CONCRETE WALKS: 1,012 ACRE 17� let
_S
PROPOSED BUILDINGS: 4�532 ACRES I SPACE/8,000 NSF lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual
-OR [is Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
DRIVEWAYS: 1.085, ACRES LQ6M&_TAc_L5_MWM__L --oill(C Ef.-,
I SPACE FOR 6,772 NSF through August to consist of German Millet. Strove mulch is to be applied at 80lbs/1008'1.
TOTAL IMPERVIOUS AREA: 9.619 ACRES Alternatives are subject to approval by the County erosion control inspector,
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90Ibs/1000sfj incorporated into the top 4-6
REQUIRED PARKING: 2 SPACES PER U141T REQUIRED PARKING: 2 SPACES PER UNIT inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10'-20-10 nutrient
34 UNITS X 2 SPACES PER UNIT' = 68 SPACES 26 UNITS X 2 SPACES PER UNIT = 52 SPACES mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or
68 PARKING SPACES PROVIDED 52 PARKING SPACES PROVIDED -fall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be
R6fflV,9-_TAt LL applied at 80lbs/11000, Alternatives are subject to approval by the County erosion control
V-AlflIlL, 0 T]i JSE-S,
L_R=_QWAJ_QL_ __ inspector,
REQUIRED PARKING: 2 SPACES PER UNIT PWS 'I SPACE PER 4 UNITS FOR GL)EST PARKING PEI� SPACE BLOCKS 1-3: 9.56-7 Ac� 119. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
60 TOV44HOUSES X 2 SPACES + 60 TOWNHOUSES X (I SPACE/4 UNITS) OPEN SPACE BLOCKS 4-7: 10,040 Ac� or cloqq
ging to structural measures is to be repair immediately. Silt traps are to be cleaned
135 PARKING SPACES REQUIRED TOTAL OPEN SPACE: 19�13 - C. when 50% of the wet storage volume is fifled with sediment, All seeded areas are to be
TOTAL PROVIDED PARKING FOR TOWNHOUSES: reseeded when necessary to achieve a good stand of gross, Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
60 UNITS ) X 2 GARAGE SPACES = 120 + 6 OFF STREET PARKING SPACES = 126* immediately.
9PARKING REQUIREMENT IS MET WITH ON STREET PARKING AVAILABLE Oki ONE SIDE OF THE STREET ON TERRACE LN., DEL PHI LN,, AND MARIETTA DRD. All temporary erosion and sediment control measures are to be removed within 30 days of
LOTS 215-222 ARE PROViDFD WiTif (2) WEST SPACES ON EACH DRIVEWAY IN ADDITION TO ITIE (2) SPACES PROVIDED IN 11-IE GARAGE OF EACH UNIT final site stabilization, when measures are no longer needed, subject to approval by the
E&MG-iffili) __ARQR�E County erosion control inspector.
REQUIRED PARKING: ONE SPACE PER 200 SQUARE FEET OF NET OFFICE FLOOR AREA, THE TERM "NET OFFICE FLOOR AREA' SHALL BE 21� Ihis plan shall be! void if the owner does not obtain a, permit within 1 year of the date of
DEEMED TO BE 80% OF T`FIE GROSS FLOOR AREA. 80% OF 8,465 SQUARE FEET �z 6,772 SQUARE FEET, 6772/200 = 3/- SPACES REQUIRED, approval. (INater Protection Ordinance section 17-204G.)
INCLUDING 2 ADA PARKING SPACES WITH I 11311� VAN ACCES9BLE SPACE, 22. Permanent vegetation shall be installed oil all denuded areas within nine (9) months ofter
TOTAL PROVIDED PARKING SPACES FOR -111E OFFICE m: 34, INCLUDING (2) ADA VAN PARKING SPACES. the, date the land disturbing activity cornmences. (Water Protection Ordinance section 17-207B)
OPEN SPACE IS TO BE MKIED A14D MIAINTAINED BY A HOMEOWNERS ASSOCIATION,
ABAN ABANDON(ED)
MAX
MAXIMUM
ADJ
ADJUST
MIN
MINIMUM
AND
NiEAD
MON
MONUM04T CONCRETE
APRX
APPRO)aMATE
NIC
NOT IN CONTRACT,
BC
BACK OF CLIRB
NTS
NOT TO SCALE
BFE
BASEMENT FLOOR ELEVARON
Oc
ON MTER
BIT
BITUMINOUS
ON
OVMEAD
BK
BACK
PIEE
POLYETHYLENE
BM
BENOiMARK
PERIF
PERFORATED
BS
BOTTOM OF SLOPE
PROP
PROPOSED
CB
CATCH BASIN
PRVD-
PR01DED
CC12
ACMSSIBLE CURB RAMP
PWW
PAVEID WAIR WAY
It
CENTER UNE
IRCP
REINFORCED CONCRETE PIPE
CL
CHAIN LINK
REM
ROW)VE
CMP
=WGATED METAL PIPE
REOD
REQUIRED
CONG
CONCRETE
REr
RETAIN
CUBIC YARDS
RT
RIGHT
C/C
CENIER TO, CENTER
R/W
RIGHT OF WAY
C&G
CURB AND GUTIM
R&D
REMOVE AND DISPOSE
DIA
DIAMETER
R&R
REMOVE & RESET
8.
ELEV"ON
SID,
SIGHT DISTANCE
8"
UDA71ON
SO
SQUARE
LES
END SEC11ON
STA
STAVON
EW
END WALL
SW
51DEWALX
EX
EASMG
SWEL
SOLID, MilTE EM LINE
EXIST
EXISTING
SUL,
SOLID **TE LANE LINE
FDN
FOUNDATION
TSA
TO BE ABANDONED
IFFE
FINISHED FLOOR ELEVATION
TOR
TO BE REMM
GTD
WADIE TO DRAIN
TC
TOP OF CURB
IFIRON FOUND
TS
TOP OF SLOPE
IIS
IRON SET
TYP
TYPICAL
LA
LANDSCAPE AREA
UG
UNDERGROUND
LOD
ILIMIT OF DISTURBANCE
VESCHVA. E&S C4NTROL HANDBO(*
LF
LINEAR FEET
YUS
YARDS
ILT
LEFT
UTMIrry
ARV AIR RELEASE VALVE
BOA BLOW OFF' ASSEMBLY
CO CIMOUT
CTV CABLE TELEVISION
D11 DROP INLET
DIP DUC11LE IRON PIPE
ELEC ELECTRIC
FH FIRE HYDRANT
FM FORCE MAIN
F&C FRAME AND COVR
F&G FRAME AND GRATE
GT GREAM TRAP
GV GATE VALVE
HDPE HIGH DENSITY POLYE7101LENE
INV INVERT
MH, MANHOLE
PVC POLYWNYL CHLORIDE
MM RIM ELEVA10N
Ski SANITARY
= 47ORMWATER CONWYA14CE CHANNEL
,SD STORM
SrR DRAINAGE SWJCPJRE
TV, TAPPING %IM- & VALVE
UP UILITY POLE�
X WAVER LINE
WM WATER METIER
W WATER VALVE
6NV e VALVE
LEGEND
EXIST
PROP
DESCRIPTION
EXIST
PROP
DESCRIPTION
PROPER TY LIKE
12"
TOP OF CURB ELEVA THON
ADJACENT PROPERTY LINE
125 EIC
BOTT01"Al OF CURB ELEVATION
VACA'1TD PROPERTY LINE
126 rL
[-1OW LINE ELEVA110KI
EASEMENT
Cp
12-5 Eop
EDGE OF PAVEMENT ELEVATION
BUILDING SETBACK
12
SPOT ELEVA 11011
------
BUILD TO LINE
Nlv'
12, 11V
TOP OF WALL ELEVATION
ZONING LINE
y 125BW
BOTTOM OF WALL ELEVATION
4,
TEST PIT LOCA 11ON/130RING LOCATION
o"M, n
LIMIT OF DIS'FURBANCE
BFNIGHMARK
................
FLOODPLAIN LIMIT
IRON FOUND
--------------
BUFFER ZONE
RMA
RMA - RESOURCE MANAGEMENT AREA
UNDERDRAIN
RPA
RPA
RPA - RESOURCE PROTECTION AREA
DRAINAGE LINE
ROOF DRAIN
EDGE OF GRAVEL
SEWER LINE
EDGE OF PAVEMENT
CG-2
PRENCH DRAIN
STANDARD 6" CURB
CG-3
WATER LINE
STANDARD 4" CURB
CG-6
FIRE PROIECTION LINE
...... .. . .
COMBINATION 6" CURB & GUITER
CG-7
WVER SERVICE LINE
COMBINATION 4" CURB & GUTTE
GAS LIKE
,�X
FIRE LAK
IE STRIPING
OVERHEAD ELECTRIC WIRE
4
BUILDING ENTRANCE
UNDERGROUND ELECTRIC
LU
LOADING DOCK
OVERHEAD IELEPHONE LINE
BOLLARD
UMDERGROUND TELEPHONE LINE
DUMPSIER PAD
CABLE TV
SIGN
DRAIN INLET
STEEL GUARDRAIL
DRAIN MANHOLE
WOOD GUARDRAIL
PILUG OR STUB
. ..............
FLARED END SECTION
................ ......... ..
PA111
HEADWALL
TREE LINE
.. ...........
FENCE
SEWER MANHOLE
STIONE WALL
Cr
SEWFIR CLEANOUT
- - ------ ......
RETAINING WALL
WAH VALVE & BOX
SIREAM / POND WAVR COURSE
10�
FIRE HYDRANT ASSEMBLY
.......... ...... . .........
DEIFNII0KI BASIN
(09
WATER MEIER
........... . ..
SILI FENCE
I ER WELL
AfATE
12
CONIOUR
GAS VALVE
00
INDEX CONIOUR
131,
0
GAS METE
PARKING COUNT
ELECTRIC 14ANHOLE
CROSSWALK
EM
ELECIIAC PIETER
ACCESSIBLE CURB RAMP
+
LIGHT POLE
HANDICAP PARKING
V/91-ACCESSIBLE HANDICAP PARKING
TIELEPHONE MANHOLE
TRANSFORMER PAD
CONCRETE PAWEMENT SIDEWALK
U ALITY POLE
...... .......... . .... .....
RIPRAP
GUY POLE
dP
En" �,sp
01
NEW ASPHALT
MATCHLINE
CRASS
EG-2 BLANKET MATTING
NOTES:
IfflE
1.
SIZE OF THE SYMBOLS
MAY VARY FROM THOSE SH01YK
EC3 TYPE A
2. ALL
ABBIREVIA11ONS AND SYMBOLS SHOWN MAY NOT BE USED.
EC-3 TYPE B
WEILAND
CONTRACTOR'S COORDINATION RESPONSIBILITIES
1 . THE CO"I ACTOR IS REQUIRED -10 OBTAIN ANVALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2, ANY 111ME WORK IS PERFORMED OFFF-SITEE OR Viffl-IIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NO'11FY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND '10 FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH
OR REFERENCED IN THE RECORDED EASEMIENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERNOSSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
OF ANY CONSTRUCTION,
4� CONTRACTOR TO W-RIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOP, CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER
FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETER14INED. BY CONTRACTOR SHALL HE DONE AT HIS/HER OWN RISK.
5. THE CONTRACTOR IS -10 VERIFY THAT 1HE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT Iffill PROPOSED kVORK HAS BEEN
COMPLETED INCLUDING UTILITY POLES,
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REWIRED BY ALBEMARLE COUNTY CODE�
7. CON-11RACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICA-FIONS, A14D DATA FILES IfflAT ARE OBTAINED
FRI OM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANICE kPATH _111E PAPER COPIES OF -114E PLANS
AND SPECIFICATIONS THAT ARE SUPPIJED AS PART OF THE CONI`RACT DOCUMENTS.
8. CONTRACTOR SHALL COMPLY VATH ALL WEILAND PERMIT REQUIREMENTS, IF' A PERMIT EXISTS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHEWSE NOTIED ON PLANS) INCWDING, BUT NOT uf,/�ITE-D TO,
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL
BE INCLUDED IN BASE BID.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION -10 PREVENT ADVERSE IMPACTS TO OF1 f SITE AREAS, AND
SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN WE VIRGINIA STORMINATER MANAGEMENT PROGRAM
(VSIAP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
RECREA11ON (DCR) UNDER THE JURISDICTION OF THE EPA, PRIOR -10 THE START OF COKISTPUC-110.4, THE CONTRACTOR SHALL FILE A GCP
NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAIN IN ACCORDANCE WITH THE VSIAP REGULA11ONS.
12. CONPINACTOR SHALL COORDINATE A01H ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. COMTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION AC11VIIIES SHALL BE IN ACCORDANCE
VATH OSHA STANDARDS AND LOCAL REQUIREMENTS.
1,L 011TRACTOR SHAL1_ DISPOSE OF DEM�,OLITION DEBRIS IN ACCORDANCE WqTH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES.
15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERVASE NOTED, IN CONFORMANCE Viffffl LOCAL, STATE AND INDIVIDUAL UTILBY
COMPANY STANDARDS SPECIFICA11ONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECINS WITH THE
WITLITY REPRESENTATIVES.
GE NERAL CONSTRUCT ION NOTES FOR STORWWATER MANAGEMENT PLANS
darns and constructed fill to be within 95% of rnoximum drY density and 2% of optimum
nnoisture content. All fill material to be approved by a geotechnical engineer, A
geotenchnical engineer is to be present during construction of donis.
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 Dermonent stormwater
management facilities; conversion is not to take place until the site is st6ilized, and
permission has been obtained from the County erosion control inspector.
ARR NOTE&
FTVI.i6ility of all mechanical equipment from 'lie Entrance Corridor shall be eliminated.
2. A[I light fixtures shall be 3,000 lumens or less.
3, Window glass criteria: Visible light transmittance (VL-1) shall not drop below 40%. Visible light reflectance
(VI-R) shafl not exceed 30%.
Jimmy L Taggart
UC mm
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REE VISIONS
CHANGE OF
PROPOSL0 USE
J'AN� 18, 2018
CHAN, G-E OF
DEUGN FIRM
APP, 26� 20118
INTERKIAL RIERVISION
BUILDING,. r-00TPRINT
AIJG-� 20, 2018
COUNTY COMIME-INITS
N X 27, 2018
COUNTY COMMENTS
APR. 2. 2019
DA'T'E
JULY 24, 2017
FlILE NUMBER
1 7�01 30
SHEEFT
SP2
!414('ri
prx
I AM IR `,P
tail ly n'A'n A 1tT
POIJION CG_6 "
TO BE REMOVED
DELPHI LAT. EXT.
6m' .PUBLI . /rf
5`Hlip , - -- -- - --
life""
I I I
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I I I
i 1 I
i I iEXISTING CONDITIONS PLANN
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20 0 20 40 60
SCALE . = 0'
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:9 PROP. RET, WALL
W/ SAFETY RAIL
MONUMENT SIGN
P�
PROP, SANITARY' -
FORCE MAIN l r l
C/O TIT r
PROP, RELOCATED Ni
FIRE HYDRANT
REPLACE 90° BEND �
W
W/ 6" GV & BOX � (
I WV
PROP. EMERGENCY `.
VEHICLE ENTRANCE
PROP, 5' CON
SIDEWALK
62' :PI'1BLIc P,/-ff
20�
c
2' PAf KING VERHAI G
CG--2 e,' SF I BACK -- CG
�..
_ _
6' LANDSCAPE EASEMENT CONNECT !0 FX�STING DB �� E� �; STRUCTURE TOP TO BE
CURBS OUP R RELOCATED TQ STRUCTURE EX. TALL
RECONSTRUCT CURD 9, AND REPLACED WiTI-1
DAMP AND 1HE c: DI--1 TOP,
CONNECTION TO THE TOP ELEii=--375,2'
Q; I - EXISTING SIDE,W LK.
co �
Timmy L. Taggart
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PRZ_O OSED TEMPORARY
CONSiRCYOiION ESM`I
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t..,: ,-y� I 'i�i.i,. `..�.' i�A �5..3 i�, E. iAJI'� Y _ ---
3, \_ f'C� i0 PROP. 1��INC _ C ��-
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r _� _„w „ I ti1,30- �
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VO
- - -
PROP PERM ,®����y- "_., p�
m._ MAINTENACE �SIAFI : � HD/PE OUTv35411
Cn
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BW=365.0'
�{ �' s ��V `�� i df 0 X
}}
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B � -365.i PROP, YAI� :DRAIN" i w 9 17
'Cs d =2,`10 _ _ F
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E PROP' 2-STORY BUILDINGG"y-
' QN BASEMENT
8,465 ,SF 10- AL � Tp
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DROP c 1_ ISM ....._PUMP CYL(NDER ;
BQX �t#E/E. _ PI1! �V� 7 Y i vil 4,0\>> ..1(. AND
PROP, B1�370
FDIC H-5.5' _ �ui,�,_ t ,SEM -
;\ V \ \
PROP ' i IEI`, b LWALK �133 -
\ _
3, 5 v y _ HOS
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o
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cs ' A
20' PRIVATE DRAINAGE T1iJ=375,5�
EASEMEN i DB 4886 PG 660
BV11=370,0
`
TRANSFORMER TO BE
TED OP RED tRELO WHEEL STOP I IW
(TyIp)
9.0'_ � 2' PARKING OVERT ANG .....
)
2' PARKING -RHAI G `� '1 31,
CG_2 _ p
J \ \ C7
- 6I 20.0$, LOAOING\SPACE
c
co i 2
PARKING .. � A 25
i I
¢.„ .: SPACE _�-�� �, 6.0 I. ' I
k
S�RIICTU iOP TOE �Ili
N r REMOVE o �
REPLACED Wf iTH DI-3B c PORTION
ION
i
1 . ( , � � OF WALL
��' 4� � �iti 6�'� TOP FROM S`PU�°TUR - ��°
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( 4
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U d7 `•,
C.s i"Y""1 i
EXISTING ( -1
CURB/GUTTER EXISTING SIDEWALK
I
N0TEE.S:
BUILDING PERMIT'S ARE REQUIRED FOR
RETAINING WALLS EXCEEDING 4' IN HEIGHT.
ACSA TO BE NOTIFIED 3 DAYS PRIOR TO FIRE
HYDRANT RELOCATION
L`f
I&
PROPOSED PERMANENT
.-.IAAINTENACE
EST
M
Pi lit35°"
F162
�.�
PIV 36�n
Hzop
=�-
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___
PROPOSED TEI,1,PORA'RY ..
-- ____
CANS I RUC'i IONS ESN I - -
PROP RETAINING WALLS
TO BE DESIGNED BY
OTHERS,
BUILDING WILL REQUIRE A I
KNOX BOX. LOCATION TO
BE COORDINATED �ANTH THE
FIRE MARSHAL'S OFFICE
0 0 20 ---- 40 60
SCALE: 1" 20'
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CHANGE 017
PROPOSED USE
JAK 18, 2018
CHANGE OF
DESIGN FIRIA
APR 26, 2010
INTERNAL- REVISION
BUILDING FOOTPRINT
AUG.20, 2018
C UI I C CON(IMEN E 8
NOV. 27, 2018
0_0IJNT),`C40kf11 E; ITS
APR, 2, 201
DATE
JUL Q��II 24, 2_0 1; 7
SCALE
lot 20'
i
t
_
ter,:
i
FILE NUMBER
17.0130
SHEET7
P
M
EYE HOLES FOR
PAD LOCKS
NOTES_
1. DUMPSTER WALLS TO BE 8'-0" HIGH,
2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER
STOP/HOLD,'AND SLEEVES FOR THE GALV.
LOCKING PINS IN THE OPEN AND CLOSED
POSITION.
3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS
FILLED W/ CONC. AND PROVIDE CONC. DOME TYP.
SEE PLANS FOR LOCATIONS. PAINT SAFETY
YELLOW.
4. FINISH TO MATCH BUILDING.
CMU ENCLOSURE TO BE
PAINTED TO MATCH BUILDING
EXTERIOR COLOR
LOCKING PIN RETAINER NOTE:
ALL DETAILS APPLY TO A DETACHED OR ATTACHED
DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO
VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR
EXACT LOCATION OF DUMPSTER ENCLOSURE.
QUIPSTER PAD_ DETAIL _
NOT TO SCALE
� �`f A K
_rFI _E 371
375
k:..._......
.......... ...........
370
rr
� 1
i
370
365
..
...... ...... ....... ... ........_.
6
360
..
r E ... ....
3(0
355
350
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1
a �a
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345
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340
c.
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_ -� -- -
340
I
10`
00
104,50
STORM SEWER PR0ME -"'F-CIA
licriz. Scale: V=30" �
Vert. Scale: 1'E=10
_229 CALCULATIONS
Not To Seale
NYLOPLAST DRAIN BASIN ?METH DONEE ORATE
0.2) IITTEGRATED DUCTILE IRON -"•`\
FRAME A GRATE TO MATCH BASIN CO.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
--'a
(5) ADAPTERANGLES VARIABLE
(3) VARIABLE INVERT HEIGHTS MANUFACTURER
AVAILABLE(ACCORDING TO RN. MANMENDA %ION
PLANSriAKE OFF) (MEN.AMEAS
D--360°ACCORDING TO PWNS
REQ. SAME AS MIN. SUP�flP)
MIN. S IA
(4) VARIOUS TYPES OF INLET A OUTLET ADAPTERS
ILA AVABLE, 4 3T FOR CORRUGATED HDPE
(ADS N_12/HANCOR DUAL WALL, ADSMANCOR_.,
SING! E WALL), N-i2ITR PVC SERER (JC SUN 35),
PVC DVP+(EX: SCH 40), PVC GB0'0
805,
CORRUGATED 0 RIBBED PRO
WAT ERTIGHT JOINT ,
(CORRUGATED HDPE SHOO
1 8'-SWDW. GRATES SHALL 2E DUCTILE IRON PERASTERA5S5
GRADE 105005.
2 - Y E 10' DWEGRATES FIT QYTOTH-c BRAIN BASINS YVITH THE USE
OFARIGBQDYTOP SEEDRA.VINGN0. 1001-110045
3-0RAINBASI�NTOBEGUST(1li)IAKUFACi REDACCORDINGTOPLM
0 AILS. RISERS ARC NEEDED FORBASINS OPEN 8V DUETO SHIPPING
RESTRICTaN& SEE DRAWINGNO ]0011i0.Cc5.
4 - DRAINAGE WNHECTION STUB MIDT TIGHTNESS SHALL CONFORM TO
ASPA W212 FOR CORRUGATED HOPE (ADS N-12MHNCOR DUAL WALL).
Nat HP, & PJC SEDrR(4°-SAN
5-ADAPT ENS SAN BE 11,OUME0 ON AIW ANGLE 0°TO S80'. TO D.TERANE
AINIMUIT ANGLER WEEN ADAPTERS SEE DRAt'NNG NO, 7Mi-11MI2
S - 8'-W DW5 GRATES WENT, LOAD RATING
'i-(3) VARIABLE SUMP DEPli
ACCORDING TO PLANS
.- (T MIN. ON B' 24`, W MIN. ON 30'
BASED ON MANUFACTURING REO.)
THE BAD XFILL AAA TERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS H
PFf11IRIALASDEFlREDiNASTMD2321. BEODINGa BACKFILLFOR
SURFACE DRAINAGE INLETS SHALL BE PLACED COAWACTED
UNIPOWALY IN ACCORDANCE WITT ASTM D2321-
NYLOPLAST YARD DRAIN DELIM�LS
Not To Seale
A=0A0AC
C = 0.40
Te = 5 rain
Q10=0.2'7c
010
MANHOLE _DETAIL
NOT TO SCALE
ST-1A - DRAINAGE AREA
Horiz. Sole: 1 "=30"
Vert. Scale: 1 "=10"
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NOT TO SCAM
Stormwater Narratiive
The Minor Site Piajil Amendment at Cascadia - El106is-3:4-creased tiiTe impervious area by1,32Gr square
%Get. The previous Hydrologic/Hydraulic Calculations for Cascadia Subdivision - Blocks 5-3 Re,+ised June
10, 2015 show a coiraposrte CM value
DA-Pond 2 Post Die'vel Trent (46.90 Acrcrsj
Proposed Stocks 1-3
Buildings (Cn=98) - 4.482
Roads/Parking (Cn=98)-2.<396 Acres
Sidewalks (tan ) - 1.012 Acre
Driveways'(Cn-98) 1M3Acres
Wooded Area (Cn 5&7)-2.377 Acres
Grass Arens (Cn=62) 14472 Acres
19,948 (98) + 21.575(62)+ 5.3-7 7(571 =.0 t,1 :` -: 77
46.90
'Y'Thieanalysis hereE actually addsto.76.14 CN .valua
The added impervioLuo area world' make the composite CIA value to be:
l3A-R,,nd 2 Post-ft v Ig rgegt (4 _S Ac es
Proposed Blocks 1-
Buildings (Cri--98) 4.612
Roads/Parking (Cn 98) - 2 990 Acres
Sidewalks ((n } 1"012 Aare
!?rivet+eays (Cn�_98) - i_093 {bores
krUooded Area (Cn 57) - 2.377 Acres
Gv ass Araas (Cr 6;2) 14.041 Acres
19;978 (98) + 21.545(62)+ 5.377 (57) = 76.76 => 77
46-90
The:increase:ln in' pe,uious area has raised the CN valm by 2 hunared`ths,
The increase: in CNi value does ttotjIistlN tice zero€ ttlag of the en1re sy'stcerm
11C water quantity criteria satlsfted
---RESERVOIR REPORT
----------
Name; Pond .2 (Retention Basin ,e/7kquatic Bench) (&et?.&'TL, QOALITY iYfaa.WSE; k LWk T)
Name: Pond 2 - Storage
[RATING CURVE LIMIT]
M nimum Eievat on = 345.00 (£t)
MaxiYnum Elevation = 358.00 (ft)
Elevation. Increment = 0,20 (ft)
[STAGE STORAGE INFO:RMATIONT],
Storage itetho-le User -Defined, Storage
Input Method., Area
Number Elevation Area Ave Area Volume Cumulative
Volume
(ft) :(sq ft) (SO ft) (cu ft) (cu ft)
1 344.99 0.00 0_00 0.00 0.00
2 345.00 28234>.00 14117.00 141,17 141,17
3 346.00 30604.00 29419.00 29419.00 29560,17
4 348_00 35380.00 32992.00 659.84.00 95544.17
5 348.50 39242.00 37311.00 18655.50 114199.67
6 3190.00 50655.00 44P48,.50 67422.75 181622,.42
7 352.00 56835.00 53745.00 207450.00 289112_42
8 354.0.0 60195.00 58515.00 117030.00 406142.42
9 356.00 64854.00 52524,50 125049.00 531191.42
10 358.00 69602..00 67228.00 134456.00 665647.42
21 358.33 76850.00 73226.00 24164.58 689812.00
Quality Volume PWquized = ralr(?t'Q Vole e) Pon 65% PeRloval I'i-F.lic,is acale
PTO Volume = (1/2in)/12 X impervious area (Sq. Ft,)
(4) (1/2in) 112 X 451,761 Sq� Ft. + 408,897 Sq Ft. (Propozod �locka 1-3)
= 143, 443 cx. Ft_
Provided Water Qiaal.ty `cx=e, 181,622.42 cu. Ft,
Pool. Depth Zones
Depth :Zane zle"S.ation Surfacea :nee,. PeroentaytF_' of TYet storage
Area
0' - 1..5' 350.00 - :346.50 11,413 0'f. 22,5%
1..5' - 2' .348.5R - 346.00 3,862 sf. 7,6%
9, - G' 348.00 345.08 as'3 0 S=. 69.5gs
Pond 2 is a wet posed facility with an aquatic bench, Page 19 of the Same calculation packet shows that the wet
volume was designed for 4aVyCV is 143,443 C uit. The increase impervious area would 143,663 cu t.
The, provided trIQV is 181,622 cult, ,l;iC treater qualify criteria Batas€ied
NOT TO SCALFE
/11AIN RAIN P OSITATE DRAINAGE
NA
r GR/.`itd.FFuf
TRAIL TO BE !MASS A, TT"PE I LOW MAINTENANCE
PEDESTRIAN MTH IN ACCORDANCE 11-IT
AMEMARLE COUNTY DESIGN T A DARDS MANt AL,
GABS A TWIT' - --
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NOT
Jimmy LL Taggart
as
0�0 7/17719 s��
REMIMPO i
GHANGE OF
PROPOSED USE
JW 1 , 2010
GFIANE OF
DESIGh FIRM
APR. 26, 2010
BUILDING FOOTPRINT
AW3. 20, 2010
OONTY - i
NO®9. 27, 60 E 8
C0UNITY COM
APR. 2, 2019
DATE
J LY 24, 2017
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EXISTING _
CURB/GUTTER � EXISTING SIDEWALK
R �t
LrAPAIINAIR SCHEDULE
"il-bol I� w O�I�� tv , r rrc�t a Number t Description I Lar Lumens ns WattsMax � Mill
y ° € t
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UGHTING PLAN
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0-10TDirnmin
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Thn t.F iiFl ut,Jizes ibe Philips Foirirno IED DI ._
lensed C${)S+Jii(ight that :£1tiliz S high tiff is 'ncy I ED's C•.
spec iri#c( fly design°d to c)plirnize effici w3ECy t"1, { the FrirPMKI
c< tutn c Ind Ca sssiste€;ry n dsj st rarsg esrts: Ev Af
b LM iv oJiJle, Qr1 ,P t- cesigrien' #c motch the 50;000
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flours minimum lire ,?i he syve151 kUets Lit,
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f f 6 11 <.
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=� eDia e 22 J r a r �, fi l ae fc:l piuif sr
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driver IS also ctlrrtle#Ule.
'F-Lk y 'ns?ollsst'oft of light 'it�s'S /'r rn -Crt%I5`�'.
a €tisout io (s above of he6,, the .ce£!rs a and
DM I -
can he upgraded to accorninodate i cia roi yy
Ccrries siondard'with O' # QV dimming capability,
tmpr 'enrents Appra-ve far f# l4 in1 purl 1\o- 1 ?
A} uG caanrlueEe rs rc t for 9Ct G thr utgh wiring.
Flicker-freetzir s tx€i g to, 7 t � . Ckl C3�7 cairieol f ez)d
co€dsurne up to i mA 0-1 OV; Lratron 2 wirie and
ItFFLECTO 2
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High purity alutninuar, Alzak, iridescence
Wilk RDN" trf rrfatd- �euiC� i taboge rent) dir+ttning
svppiesse& semi -diffuse reflactor, self trim standard,
to J e§� tL „1 0.1 ro<
Pointed while .,elf-,t rcm (Wl) atndrrble as option.
IM (1.'lIN�
LED, tIGHT kmoo a
Add u4b l,- or hariuers included (not with CP iplfoq),.
✓ANE
t t'f zj t'
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f
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r ,- 1 t, � nd ly, i � ..j I
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#
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ba�€AULF& L�a�'� '.
hauls at.7f.#is lvmerf rnarritc:nancei, b3tli reflsetoY
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fip h("3US4r1 -
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p
r
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r a;a•_
zone applications.
WARRAIN'ITY,
Svc p€ q
5 year worrtinq,, See FKih w.pP'irScCll£ e,ccirn for p8#<nis?
and NxL mk Ili a& C et.
pp11O4NlpLS.
CATALOG
EXAMPLE- Lr 6AL(EML;OL 35VOC!
Order h u fic re#lector, and, ac es P4 s separately
ro<`T$
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o
r .. '
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it ::� �l"�. , Cr
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16,r.Al7,:A Flush ietiount
Pointed White
Clear leans Set of two.24 bar
Lumen 0-i OV Q. DMII # :A 120 Clear Alzals t �
� � � Letts ,oi,,o
Flrsnge Only
[Reara5se i hca#, ers for T ~bar ceilings
s �
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Fit �
120.277V _t
at �
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d
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CY
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il£ tsrrne i :a oduJe
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asi e
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Y
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' Par
standard] Centers:
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it+?"sc,s F1ar3ge
t iZ4Rs ! {' zra
lit-Lumo ta
Alzuk %Abler fight
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.�NFlack cr'a�
6" Reflector ctorsagscover
2'liPeLED, .:1 27K 1 51?
Dr'ver, CI, cocP3 nuM -00 S eeular
hpeestA1eaVA%
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Mach u
G4?eUctYVEY
5--A
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x eE'iE
note on n JSCC fragel
S45
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Laghtthht
While Non-
iIS§8€e
1
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'
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conductive flit
lnEerte }:Siz gl� phase
iti3hh t 20-277V a KeJvtt Ar aricar
dimm#ncd to "A LVE ( L)hA t el* " � Move"
g i
J NI-Tas;�t
central lightina3, t 15VA-
,,.
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Pewter Atzalx
Plecia E�'an-.
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� wit
PdInted iulatte
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iafeFou3eY ntcrc anveeke
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20MA,55VA
,,I
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@YSB
and {1ontie
iAf t((tE Non-
Kelvin +�C?€i ltSltJ
b e,
conductive -trial
F�nr�asybled 1 o f YS
tvrsUsi
Paiute Block
i atfled
c l,�EdS i4,ES<31,i� 5000 Salts
Peffecipr
r and
nr
Df 5 ;t n voJtp'c &
z ekidnS.
NK Eunbied, Dual Kelvin
1�`GO
Flange
P54F 41E43@ finish Itir#'f#nish
l
ilrfiC9('1f OtJS
' 'N6i aVoiloble With UN
€ of Z54TJ4t uk- ynti, mcfr wt"guy,
.-j {
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&ir-1cfal, w WNCT9.
£rnergeticjr
2DPJi; or DAM
€'ltot a oilijbtr', tasi?t Fit):
Botlery Peck with
' 811s hanger acsessar dl quid be.5elecied. N reqvirea stundard dumping ar D&AI
rn.'t�l9ote 9test switrlin
g Iria.ElCGtC7(
vri€hlCf housing;nrR indv sd w: lgnduai
'' Mj l sett,_¢ Ct or Lit,
5 r400 ayniiabl6 WiilY'i'iAU,
'" Mat awaiiishle with:CP 6irtiori
Jighi
light
See G entrdl Inverter corn po&fiiy note " N& available with EDNA, 2DAifar Dtt
and web, Links
on gcao 3
° a\!or availatae ;with !V or tVE
i .
�R P
iT55 Ord 1iP con not i cha>e r tgga d er Not au flare sahth Ef hf
Mot nvailubte w!h if65 and VP Gnt r ovoilahlr in 90'i CRI
OTOMEMC DATA
LoteFrome t 6" LF6ML Lens
DRIVER Dbk CA 61,FML30L
Input Voltage
120V277V
Input Frequency
60 f-iz
Photometrtas published below are for the 3000K, 80, CRI,
Input Current
0273A 0'20VI
Tl�ls table, 31Es�y be used to cappcaui6rfe�te #lie ioi~non tar�ii-tes of
O, i 1 Bg�+ i �
(277r
0,1
different Kelviri terriperaturess and CRI,
Input Power
V
tlCiwei Factor
• Q901
OOO lael[ti tr %'.
{
t HD
<2t` '.
351,00 1'.� 1vtt 1O'r ,0
EMI Filteria g
FC,C 4,7C:E}2'f
3,000 Kelvin 1,00
-f'rbipi?rG`fi"tr&
Port 15, 0 ,ss A
2700 Kelvin 095
wip f'S?'#!}C�9
20 :_. to 35 C
Dimming
; oft
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nn e� y
i7 �/ 4.�,f'�l_ .. ..,E -tii?
r`Power consumption and pholon1 trIc output ;fy'VCr/sIkjhJyzvAth voi ioU6 driver end CRI�c1ppt}ns, 90CRI"— '.. .._0,9t
The table below shows the de1E ,"f6d lumens for the yatious kurr...n outpwSs.
out
Lumen, Per
C ut ut Cal Lens Delivered Lumens
iI Watts
Aloft Full Catalog String
sot
ao
of
soa#
r PhiL t3 X&0.
94 t {;iit: iSt St�i r}
3Ut
%
. i3L
BCi
9. ()
L I
ii D_
pL
2 9TI
2l t32
.,2:i
'f'
t #.. L€M13fi 3 8 _ 9 t it•6 , b . L4
k
7 Y
L
Sit fi;v CstF .: �9DL
LED Licht Engine: 30001E 80 CRI
�.
<t
StBPn \�at'fG G-'':.i2.f
y
Fixture Delivered Lures ens: 3,061
Fiat€are:1*(Ilcacy: 94
Spacing Criteria- i .4
�—i
f,-i,
!t
590
S i
t
i
z � �
1180
. \
12770
ZONE WMENS %tiiai INA1PE
0-30
1305
42 4 � �.n�le do Vertical
�tvero e
0-40
2020
65.0 `IS°
59610
55r,
3.d Sy3 �
0v60
2EiF,6
5+3.6
0.90
3€ 62
1 Mo 65'
19373
CANDRA
DISTRIMUMM
"O
75a
10545
0-i
0
t3,{J
90 DFI
CANU A
85'
O
0.180
3062
100.0
r{P
75 5
1,670
15
11637
25
1 497
Mwm OF tll'IfrtXAi 011j. Zot'JAt GA11'i hsMOD
Fj{}
i
Y �
1
55
336
� v
f��t
-13Yg to IV, lri ,-� + I% wnn a W z3'k 9S �a
65
137
15
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y�
7
.fi s-ry.3Y co 4n 6? 7 xb1HA Z: ysxrs P$, a7.t
C i
v as ta wiw z q cr r� 6 rsSlm fii rs rs vt.}
85
6
s ig re cu'' "t.'a n £,a 89; 111 0aim' E? Y C-Y Gi 'I:'
90
6 7s Ca e 93 � M re m '.£ s C."V sci ra �4 W
' C. s: is 0,0 n+y 4a : 9I =,S 01 ei,M Pat
r,e�a
Test Nci, T II OO419-01
Testae', at 25 C Aranbienrs in accordance to IE$1\A WV79-2008
� In o aontinuin effort to offer the best roduc# ass ble We reserIM the Sri, l,t to change, without 1 �
l��,.1��.�� g F? p 0 gr `_
patios: s , ecaf#cati ns m ' .:shot it r opinion l a oP', c tt .. the function { f}re product,
. :. _, F a c;r, esksrtol., u. psn colt will d .. _ : p c , _ - � �r A. -
s4 Division f Hub l� St43 q tne4''i t',a Inc.�. ., °.� , .�
j L h.,r~ Web:: Wit- :.i���r�Isi°.,a��xt�: < Tech Su ors: �� �.; �=+�i~i.,s - • _
-,. E'K, ( _ restCANOPY LIGHT CUT SHEET
`
P
PROPOSED WOODEN SCREEIVIATC FEAT -
WOODEN FENCE SHALL BE PAINTED TO MATCH THE COLOR
OF BRICK USED FOR THE BUILDING
Not to Scale
20 O 20 40 OO
SCALE: 1" = 20'
Product datal shoat
VAieb: - Tech Support: 8 ) 7 4 432
70I Naill an"son 6 ulet--' sd o Greenville, X -29607 U.S,A. 2 Phm& j$54j 678-1000
tm 41 (Sigh &e r•r�d
aye_r_of,u's _eb,aa ta-„haes5�w$est ., �.:., sr.mea':rr'!..81 t R.x_flii9a= rjf xi'6i?st.
_.
Application
rasa-fp
Light sec;hnique
LFC1' j? 1 5-tGfi ltt! riln isle 3 €lifl y#7 r P.#r E 1l li lht
Module r l£?ii'J At U
1 {> W
€ €ur ilr J , C ata or the light jJh 1Ir1� program
distribution.
Lumina#re connec Mcf wattage
1518 W
DIALU,,, for outdoor Nghtintg, street lighting and
F'ot' niountin�g holghts 1,000 - 5660. mcn.
Rawd lern:R oratuml
t,,-25 °C
Main
PE k Lc`''uot 0' "<' (wipiiol
AI'Yihlent Celt riperafii-;1if:
f., ,y-- 40 ' 0
E(A-UMl' DAP Litt{d IFS-fbrryiat you vvil Trid on the -
L.urninaire tri ade off al€.Eminjun i ailbA
BEGA web page, Y w,.,�,v.be'ga.,c,Jril.
alut�iJniurri anct stainless �teot
On r£;C uw,,,1 V.+r ,cari offer you tl £�odi icliions for
s €
!�r°FfatG f�,c, 61�1
,f iyr cgtaso vvith opiic l SrUaYUY '
r".a'1L+ti'GYYI?i'iYS filth ('9:ti'fter lempwgturea
as a
a
LED co,our #�nperatur� a cif _alty, 4fi(i0
Silicone gc'151« t�
cluslo1'tiizad product
or 3000 K
Refiw,,.tCtt 4"`nide of pure n`nodffT,,d alumirttam
4000 K< Artirlia nurribo
For pole uf) o 7 G rnn i
95,1 40,
GOt� KArticle numb& + IK3
Slip fitter Insert.deIIh56erim
Module designation 4xLEAUN9/840
Connecting opble,1-105RN-F 3 _1'r
colouf terapeiature
4000 K
a 01W tg#aptiite or silver
Cable lertytharn
Ceslourrcnde'inginUed
Pl>dO
.Otuph#ib aaJicl nrink�f�
LEI i>mver supig � Pf u nft
Iuiotdule lufa noun flux36Q
im
irvo„ article nt rub :r {
220-240 V r 0'50-QQ 117
Lumina irp €uroi sous flux
# S07 In'
Accessories
DO € 70-nO V
t-tt£ mire lurriln ,08
For this lurninnim wo ieccrtruend, the follcvvirlg:
-
Ttt&'4�7GJe'S� 1
xz,
Afi;1 �3
�
l�Ei-""aA lu Yinaire Doles:
�
1 65
to lviloOtzl designation 4x.1_Et)
ck'991830
Tapered alurnintum P008,
Dust lighttion
ncl
Dust tight ar j r-otecfion against ir3tE r lots
Colour itr lee ij erasure
3E}ij0 K
ticeluerec9 v¢ith roc ass cor p,rid C ,lamp
Irripa�Nt str6ritgth 11C00
colour renddo €ndert
Jd;, Jib
709liter Pola,Liiith arid? se c't#Uri. IH 400E-1 fring
Prose stop aa2 nst t7tac.ttar l aE
Modules kirninois flux
2260 ltti
�4 ne" Pats with an.Uh°seoion IH 4500 mai
r #F7nt 9S 5 ioul a
�ts.� �J2xfGty5ijarlC
1 urnin re, turn our^ flux
B
1867 Irn,1
YO 15 Pole vnrith anch.si ction ii i Si10C} f-rim
9
Conformity marks
Lurnina re summon �s efficiency
.:.
99,3 Im tit
10fort Ards: Imith ba�seplate iH 4000 rrron
7079;Z1 Po€e ba fri 4500
kNind catching area: 0,CI3-tray
1 sGe aye ef the € t �
ith €sptate rnrat'.
wetgtlt: 4,0 lig
Ambient to nparatt ire 1; = 15 3
7$3 f � � Pole Mitt S b %S£(JtatC l l 7pi3 min
EtnxaP owrant
_a a0,000h.L90Bi10
Cylindric-%! tepoectalurniniirri,po€es;
_
J rrustt urro€it: 5, A e 50 ps
at > 500,000:h L 70 50
ra u ,red vitti Door anti t o l
�
fvtaximurn numbor of lunnjgaires of this
0C3i Pole vAh anch.section- H 40rm 00 t
type per miniature bimuft bieak,,er
ar > y
Ambient nt to rnl3 .ratt r t =_: (,
i S Pof ,RN andii = cion f i 5W0 mi l:
[310 a; 31 lumirnaires
- at 50,000 h: L90 B 10
it"R ,5 Pole with anch'sec;tion f-1 GOOD 01 n
B1iiA: 50Piarsatr-salr;ag
-at - 500,000h L7r 8
70900 PoIP+Kithkrasaplate H 4000r4rn.
010A:. 5Z lifininaires
kf7�X. aYftUIF i F i£ kIJ�E r3ttlfr t, = �$ ?E
709ii`2 Polevi th basepiato ai-1 5000 r rn
C16A 05lurninrXe '
-,at 50,0 h L90 B 10
{ or suiteble connection boxes pleases see lbe
at 830,C1Jf)11 L70Ei s0
instructions for use of tho luminelraz polas.
Light G°d-Mtributioii
doAT
k; T�
f` -
r
' tr {{((' gy p p ( g
NOTES:
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A
LAMP THAT EMITS 3,000 OR MORE INITIAL
LUMENS SMALL HE A FULL CUTOFF LUMINAIRE
AND SHALL HE ARRANGED OIL SHIELDED TO
REFLECT LIGHT AWAY FROM ADJOINING
RESIDE{ I AL DISTRICTS AND AWAY FROM
ADJACENT ROADS. THE SPILLOVER OF LIGHTING
FROM LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS
ZONING DISTRICTS SHALL NOT EXCEED ONE
HALF FOOTCANDI,_E•
OVERALL HEIGHT OF THE PARKING LOT POLE
FIXTURE;, INCLUDING THE BASE SHALL NOT
EXCEED 20'.
PARKING LOT LAMP SHALL HE HLACK,VVITH
3000 K COLOR TEMPERATURE f0--MA T CH THE
EXiSTING CASCADIA NEIGHBORHOOD. THERE
ARE SEVERAL DIFFERENT LAMP T YI�ES WITH IIN
THE NEIGHBORHOOD. A MORE MODERN
LOOKING I -AMP TYPE WAS CHOSEN TO MATCH
TIC AESTHETICS OF THE BUILDING.
I E'I IONS
HAS 3 1E Oh
PROPOSED
JAN. 18s 2018
CHANGE OF
DESI(AN FIRM
APRI 26, 2Oil8
INTERNAL REVISION
BUILDING FOB 1 PRIN T
AUG. 20, 2018
COUNTY 0060RENTS
COUNTY COMMENTS
DATI E
SCALE(}
1 Ell= 20°
f
ill -
1
F.
i,
T
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1
r ,
i
g
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FtLE NUMBER
1 7�01 30
SHE ET'
P5
In
Yxrr,�rxsii�+r;F a ,s.,*.Sra
a
RL ` t-
> _mom s rif PT,
p P
NOTE
SEE APPROVED LANDSCAPE PLAN :SDP 2014-r00_075 FOR
SPECIES AND PLANT COUN E Sr SOME PLAN I S) WERE
RELOCATED PUT PLANT TOTALS DID NOT CHANGE.
ALL SITE PLANTINGS OIL TREES AND SHRUBS SHALL BE
ALLOWED TO REACH, AND BE MAINTAINED AT, PIEATUPP
HEIOH'E THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
IREES SHALL HE PRUNED MINIMALLY AND ONLY TO SUPPORT
THE OVERALL HEALTH OF' THE PLAN
A SEPARATE SIGN APPLICATION IS REQUIRED FOR. NEW MALL
AND FREESTANDING SIGNS. SECIJ LOCATION AND DESIGN
CANNOT U� APCROZF D WITH THIS SITE
PLAN, ADDITiONAL
D LANDSCAPING SHALL PROVIDED TO FULLY INTEGRATE AND
COORDINATE THE SIGN INTO THE DEVELOPMENT,
SCALE:
LANDSCAPE
A P D CAE.��- _� `
. r�C �o 19 m 20'
I
== X, TIRE , `10 REMAIN
+1 L
i$z`.d!i d.;.#. .t D Y .Y. 1 d.A 3 £.if Sd
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11-19
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common Name
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CAL
SHADE TREES
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EeA°Itc�[-ma �F k7j � a- m
1 1/ - 2 117 � 622'€
APPROVED LANDS APE PLAIP
SCMA': 1 i o 20'
*P'wtiou of Sect SP27 frog SDP 01 -»OL075
I
avill 0A.
c-)
Jiimm y LTaggart
(301
No
14 lE2 U
mi
01
r _
REVi IION
CHANGE O
PROPOSED t,.JSE=
JAM ` 8, 018
CHANCIE O
DESIGN FIRM
APR. 26, 2018
41 t EE NAL RIEVISION
BUILDING FOOTPRINT
AUG. 20, 2018
COUNTY COMMENTS
NOV. 27, 2018
00UN`1Y 001AMEN T 8
APES. 2, 2019
ATI-E
�it 1y 24_
E
i
I
f
.
i t
i
21
r
r
J
[FlLE NUMBER
._._.1
17.0130
SHEEN'
P