HomeMy WebLinkAboutSDP201800003 Letter of Revision 2020-07-09LEGEND
EXIST
NEW
DESCRIPTION
165 1
x 125 TC
TOP OF CURB ELEVATION
165
x 125
SPOT ELEVATION
165 TW
x 125 TW
TOP OF WALL ELEVATION
165BW
X 125BW
BOTTOM OF WALL ELEVATION
BENCHMARK
STORM SEWER
RD
RD
ROOF DRAIN
=S=—
SEWER LINE
6"w
6"w
WATER LINE
GAS
GAS
GAS LINE
OHE
OHE
OVERHEAD ELECTRIC WIRE
UGE
UGE
UNDERGROUND ELECTRIC
OHT
OHT
OVERHEAD TELEPHONE LINE
UGT
UGT
UNDERGROUND TELEPHONE LINE
----
----
GAS CONDUIT
—
DRAIN INLET (DI)
O
O
STORM/SANITARY MANHOLE
C
E
PLUG
9"v
WATER VALVE & BOX
♦
4-
FIRE HYDRANT
®
WATER METER
I IGHT POI F
UTILITY POLE
PROPERTY LINE
ADJACENT PROPERTY LINE
_______
VACATED PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SANITARY EASEMENT
-- CONSTRUCTION EASEMENT
DRAINAGE EASEMENT
UTILITY EASEMENT
WATER EASEMENT
— — — — — ACCESS EASEMENT
STORM DRAINAGE EASEMENT
GAS LINE EASEMENT
LANDSCAPING EASEMENT
^^
TREE LINE
�-- •—
FENCE
STREAM
312
— 12 —
INTERVAL CONTOUR
300
01- —
INDEX CONTOUR
CG-2
CC-2
STANDARD 6" CURB
CG-6
CG-6
COMBINATION 6" CURB & GUTTER
a�
CONCRETE PAVEMENT / SIDEWALK
RIPRAP
ASPHALT
GRASS
EC-2 MATTING
EC-3 MATTING
WETLAND
10
10
PARKING COUNT
—
CROSSWALK
HANDICAP ACCESSIBLE AISLE
CG-12
HANDICAP PARKING
LETTER OF REVISION #2 FOR
HAN5EN ROAD CHURCH
TMP 07800-00-00-O73AB, SDP 201600003
RIVANNA DISTRICT, ALt5EMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE: 1
0art�r�
Tnww� F ark
FONTANA
� v
$� CONDOS
17
r Vol
moilticell#()
COTTAGES?
JEFFERSON
HTS, CONDOS
ASHCRO
1
IMAGE PROVIDED BY GOOGLE MAPS
T X
SHEET C I -COVER 511EE
SHEET C3 -EXISTING CONDITIONS DEMO
SHEET C4 -EXISTING EASEMENTS
C�-5
VIEW/SIGHT DISTANCE LINES
511EET C2 ITE PLAN
SHEET C3 **Su��T_GRADING PLAN
5HEET C4--LAND5CAPING PLAN
A77 � -7ETA715
5HEET C5Iff I - LIGHTING PLAN
SHEET CG 5 E- - DRAINAGE MAP
P 0f=1LE5 AND DETAIL5
5HEET C 14 - WATER * SEWER PROFILE5 AND DETAILS
5HEET C 15 - 5ITE DETAILS
5HEET C I G- 19 - RETAINING WALL DETAILS
SIGNATURE BLOCK
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
DATE
OWNER / DEVELOPER
Owner: Point Church
1428 Greenbrier Place
Charlottesville VA, 22901
Developer: Core Real Estate and Development
195 Riverbend Drive
Charlottesville VA, 22911
ZONING
Planned Development Mixed Commercial
Entrance Corridor (EC)
Steep Slopes — Managed
Parcel, Owner Impacted by Site Plan:
78-73AA, Albemarle Land LLC
78-73131+, Hansen Road Professional Center LLC et al.
78-3A6+, Virginia School Boards Association et al.
Original Approved ZMA 1998-20
Amended ZMA 2002-08
ZMA 2018-2
Owner Subject to Four Party Road Improvement
Agreement dated 09/21 /1998, Deed Book 1899 Pg. 402
LEGAL REFERENCE
TMP 07800-00-00-073AB — DB 4416 PG 460
DB 4786/17 PLAT
BENCHMARK
Benchmark for topographic survey is the top of a sewer
manhole located northeast of the site.
Elev. = 536.95'
Datum: NAVD88
SOURCE OF
BOUNDARY & TOPO
Boundary & topographic survey information provided by:
Commonwealth Land Surveying
319 Rio Road W
Charlottesville, VA 22901
2/6/17
Additional topography provided by Albemarle County GIS
BUILDING HEIGHT
Maximum: 65'
Floors above 40' or the third story shall be stepped back
a minimum of 15' from the front of the building.
Proposed Height:
(Church) 34'
SETBACKS
Front Max: 30' from right of way or exterior edge of
sidewalk if outside right of way
Front Min: 10' from right of way or exterior edge of
sidewalk if outside right of way
*Note: Setbacks shown on the plans are measured from
the private street easement from both Rolkin Road and
Hansen Road
Side & Rear: Adjacent to RA district boundary, residential,
or Monticello Historic District
Building Min. 50', Max. None
Parking Min. 20', Max. None
Adjacent to commercial or industrial
Structure shall be constructed and separated in
accordance with current edition of Building Code.
EXISTING USE
Vacant Land
PROPOSED USE
28,246 SF Church with Associated Parking
FLOOD ZONE
According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005
(Community Panel 51003CO289D), this property does not lie within the Zone AE
1QQ.;.year flood plain. _
WATER & SANITARY SERVICES
All water and sanitary sewer services are to be provided by Albemarle County
Service Authority.
Backflow prevention measures shall be installed in accordance with ACSA
Standards.
WATERSHED
This site is not located within a water supply protection area.
LIGHTING
Proposed lighting and photometrics are included on Sheet C10.
LAND
USE SCHEDULE
EXISTING
Area %
Road
29,833 SF 11.15%
Sidewalk
10,839 SF 4.05%
Open space
226,863 SF 84.80%
Total=
267,535 SF (6.14 ac.)
PROPOSED
Area %
Building
11,402 SF 8.19%
Pavement
109,816 SF 78.91 %
Walkways
17,948 SF 12.90%
Impervious area 139,166 SF 52.02%
Open space
128,369 SF 47.98.%
Total=
267,535 SF (6.14 ac.)
SIGNS
All signs shall conform with the MUTCD Guidelines.
ITE TRIP COUNT
Trip Generation Manual, 10th Edition
AM
PM
Use Description
ITE
Qty
in
out
Total
in
out
Total
Church Sunday Peak Hour
560
28246 sf
142
153
295
Church Weekday
560
28246 sf
10
8
18
16
10
25
REQUIRED IMPROVEMENTS
1. In the event that the owner of the adjacent
property TMP 78-73A1, which holds a stormwater
easement across TMP 78-73AB as shown on this site
plan, were to damage or destroy any of the required
improvements shown on this site plan (including but
not limited to parking areas, access aisles, curb and
gutter, retaining walls, landscaping, as well as storm
drain pipes and structures) the owner of TMP
78-73AB would be fully responsible for the
r nstr n o e im veme or i 'olation of
this e plan.
2. Upon completion of path, its location must be
surveyed and a 6 ft access easement must be
recorded around its exact location, along with a
maintenance agreement, prior to obtaining the
certificate of occupancy.
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
VIRGINIA DEPARTMENT OF TRANSPORATION
16 RISERS ® 0.5' WITH 42"
HANDRAILS
ADD STEEL PLATE OVER CG-6
FOR PEDESTRIAN ACCESS
STRUCTURE Al RELOCATED
APPROXIMATELY 50' DOWN
HANSEN ROAD
Ex. GiantPntps-
RETAINING WALL
MAX HEIGHT 5.5'
ELECTRIC
TRANSFORMER ❑ I
I
1
pprox.
Sign cation
I
I
,III
�I
.I
,I
- 7 1
3'1
LETTER OF REVISION NARRATIVE:
1. TWO HANDICAP PARKING SPACES WERE RELOCATED. THE PARKING AREA IN FRONT OF THE
CHURCH BUILDING IS NOW A LOADING AREA WITH ONLY ONE HANDICAP SPACE. A NEW CG-12 8c
TWO RELOCATED MUTCD R7-8 SIGNS IN NEW LOCATION.
2. THE PARKING CALCULATIONS HAVE BEEN UPDATED ACCORDINGLY. TOTAL CHANGE OF THREE
LESS PARKING SPACES THAN IN LETTER OF REVISION 1.
3. THE PEDESTRIAN PATH ALONG ROLKIN ROAD IS RELOCATED ADJACENT TO THE CURB IN CERTAIN
SECTIONS. NO CHANGES MADE EAST OF ROLKI N ROAD SITE ENTRANCE.
4. GRADING IS SLIGHTLY REVISED ALONG THE NEW PEDESTRIAN PATH WHERE THERE WAS ONCE A
DITCH SPECIFIED.
5. STAIRS NEAR BUILDING WERE RELOCATED FURTHER UP HANSEN ROAD. A STEEL GRATE IS NOW
SPECIFIED TO COVER THE CG-6 AT THE TOP OF THE STAIRS. A SIDEWALK CONNECTION IS
PROPOSED FROM THE TOP OF THE STAIRS ACROSS THE ISLAND.
6. STAIR RELOCATION CAUSED RELOCATION OF THREE SHRUBS.
7. SANITARY LATERAL FROM CHURCH RELOCATED.
8. STORM STRUCTURE Al MOVED DOWN HANSEN ROAD APPROXIMATELY 50 FT.
9. DRAINAGE MAPS AND LD-204 CALCULATIONS WERE UPDATED WITH THE RELOCATION OF STORM
STRUCTURE Al.
10. A RETAINING WALL (MAX. HEIGHT 5.5 FT) WAS ADDED NEAR THE CHURCH BUILDING ALONG
° HANSEN ROAD.
11. LANDSCAPING ISLAND IN LOOPED DROP OFF AREA REMOVED. ONE TREE AND TEN SHRUBS WERE
RELOCATED TO THE SLOPED AREA BETWEEN THE DROP OFF LOOP AND THE PARKING AREA EAST
OF IT.
x. GiantPntps-1 6 12. ONE ADDITIONAL STAIR ADDED ALONG SIDEWALK AT TOP OF LOOPED DROP OFF AREA.
13. SIDEWALK AROUND LOOPED DROP OFF AREA EXTENDED TO EASTERN PARKING LOT.
14. SIDEWALK EXTENSION CAUSED RELOCATION OF TWO SHRUBS.
o ` 0
Z
N W
N W
W
Z
Z
W
Li.l d
z �
o 0(n
w�
z
w�
N
C\ F N
W Q
w� F>
U1 W
J
= J
w =W
(n F-
W 0
� NQ
w = m U
TH0FG
r�
v . S IMP >
ic. o 45183
��`rSIONAL V,
8'R - 15. NEW BOLLARDS ADDED ALONG STAIRS LEADING TO CHURCH FROM ROLKIN ROAD. BOLLARDS EDESTALS
../ CONTAIN 1600 LUMEN LIGHTS. THEIR LOCATIONS ARE SHOWN ON THE UPDATED LIGHTING PLAN. Arp
ELECTR
/ o'16.O TRANS ORM
STREET TREES ALONG ROLKIN ROAD WERE RELOCATED BEHIND THE ADJUSTED PEDESTRIAN .
�24. ' �� PATH. OTHERS WERE RELOCATED CLOSER TO THE REVISED PATH. 99
�� n1
8 � �, 17. A NOTE HAS BEEN ADDED TO THE COVER SHEET UNDER REQUIRED IMPROVEMENTS.
°�. 18. TREES BETWEEN STORM STRUCTURE C2, STORM STRUCTURE C3, AND THE RETAINING WALL +
Cn
WERE SHIFTED TO PROVIDE GREATER SPACING.co C
sx a� UM ER B K ° 19. A BUMPER BLOCK HAS BEEN ADDED IN FRONT OF THE HANDICAP SPACE IN FRONT OF �° '� o
� N CHURCH. THE BUMPER BLOCK DETAIL IS INCLUDED ON THE GRADING PLAN SHEET. o�G\�P\� �'
v o _X TWO C SPACES
00 CD R7-8 SI NS ~-
o RELO ATED. KEEP --ON
CD
28 ris rs / SPACE AND STRIP ELECTRIC CD
0.5' e ch , / A2 THE T W N
TWO NEW HC SPACES TR xz a 00
O
o an ormer pad A3 IN PLACE OF THREE
.,� o 1c)
A /M U TC �� ° 9x18 SPACES ❑
3 Separatio
R _ D ADD CG-12 RAMP & Between Walls
rop off area 7- SIG TELEPHONE /
PEDESTAL 42" handrails on all retaining walls.
B. 0' 10'x18' concreted O ADDITION 0
32.0' 9 5' dumpster pad STAIR TO MATCH
Q Q- w eWalk flush
w/ enclosure
STAIRS ACROSSko 0
LWAY 4 8
N pi o 5. 11 5a 1.5 �`2 S01 3,R 8. CG- D3
S ELL 10.0'
�T w d
Q / co
R7 T8B PLACARD C 9l'J� ZFZ o �c
Sm por z
MUTC `� ` Crete
110.0° �2 9 R o 30 - 9'x18' G
xterior Terrace R7-8 parking spaces®®
2
.0 1 743 SF SR o oes N / D1 w/ C V
R
o
5.5' - 9 0 ®� R 30 - 9'x18' parking spaces 8� 2 R 117
Max C 0- /
11, 313 SF wall height 9.0' 8.0' /
o 11 g� LOWER 4' Separatio o - 12.5'R /
5,059 4 SF MAIN Between Walls ��� rop off rea 4 a a 5
X I 15.0' 28 SF MEZZANINE o ° a Stop Bar (Typ / L
x4
IN' 49
OUT: 4 0 N: 496. >
N: 491.4
UT: 491.
- ^r A l
NEW 6' CLASS A TYPE 1 - LOW
M TENANCE PEDESTRIAN PATH
PER B. CO. STANDARDS AND
DESIGN MANUUj
REVISED L ATION ADJACENT
RB IN SOME ARE f�.;
246 SF GFq
6.5
Area
Playground �� WALK EXTENDED > 00 9 0' CG
°> /
12 C lst 'n Pace
CURB ISLAND + ONE 4® C ncrete Wall
LOCATION 0 ADDED PROXIMATEWAY SIGNS REMOVED ® b 36 - 9 x18' parking spaces `��A Se�b�o* a / Z O
BOLLARDS tr' �° . , � 0u��a\rg ood 44,xte /
U
,
c� o 91. � 18.5' � ,'� o � ��� e / � �e to /
M S / 6W
3 3 °O • C3 �� �\�d� / J��\ /
9' R
13 rise W
® 0.5' each
B1 0 22 risers O O42 a ral s
� 0.5' each E2 c1 /
4 ' han ails 1486.93 / O
N: 481. / xs
75.3 [CROSSWALK - _ _ _ _ nn�r• 3 R OUT: 1.03 / N: 478.95Uj
a- - - - a W m
N � 20. 10 zo EX. EDGE OF PAV J
/
IN: 488.76
Concret 146 - 9'x20' parking s IN: 492.23 �
OUT: 488.66 o CG-12 p g paces201 KIN ROAD OUT: 484.43 , W
N I SPEED LIMIT 25 MPH Road wilt J
(min. 20' required)
4s 40 3o Date
X3 , a
- 77F-
CG-6 - ---- 06 08 20
OUT: 496.5
See Road Section Scale
Detail 6/C15 1 "= 30'
8
ROAD IMPROVEMENTS TO REMAIN Sheet No.
WITHIN 50' ACCESS EASEMENT 30 0 30 60 90 C2 OF 6
File No.
SCALE: 1 " = 30' 16.025
0
mow, N 0
z
i
N �
N W
�+ W
/ I I
WITS OF FIELD SURVEYED TOPOGRAPHY
. I
IN 3.07 \
0 T 522.8 i I
it \
I I \
TREE PROTECTION FENCING
\ \ ETAINING WALL A
530 1 MAX. HEIGHT 6'
T IN MANAGED SLOPES AREA
® IN \ \
311 \a ,
/ .59
- r \ x. GiontPntps-1-6
GAS
� 31. 7
X
CA / 35.5
` \ wGAS \ cry
16 RISERS ® 0.�' ITH 42" / - \w w\
31.67`� 1
r�
(9
Z
W
w
I
z
o(n
2
w�
az
z
w�
BUMPER BLOCK DETAIL
FOR HC SPACE IN
N
°N'
FRONT OF CHURCH
F-
A
Q
(nW
I
J
J_
I
w
F-
GAG
(n
0
J
w
N
Q
I
m
U
GF
�d?
THOFG
/
v
. S IMP >
ic. o 45183
0
III:1SIpNAL
��yG
G�
co ELF',F' ON/E
PE ST/, L
DRAILS
ADD STEEL PLATE OVER CG-6 � I 1 w � I 1 � � � /G'�/ �E,LE�T / � /
FOR PEDESTRIAN ACCESS I I I I \ - TRH R
I I I 30.8 q/ 4 \` �S GO/
I w
STRUCTURE Al RELOCATED 3X GO
8 / /G�' �' -c / / / / / +
4 / /
e - GO �� '// / /� /,-
APPROXIMATELY 50 DOWN 5.
HANSEN ROAD GAS
520 s, 4b �I ��GAS ---`-C45-GAS-GAS-GAS-GAS-
�� ►�cn
- / 30.0 O
GAS - GAS - GAS - GAS GAS - GAS - GAS - GAS - GAS GAS - / x / / /
5 80 sx U 43BL <D- �� 3 �G��oAs-��W-GAS-GAS-GAS-GAS-GAS-GAS-GAS- o
U
- + 09.04
Ex. Gi tPntps�-1-
/TCDI R7-8 SI NS
1ELI ETAINING WALL B MAX .�I� - ELECTRIC '�' / � � / /' /' / � �' / � � �� / � � �j o
RETAINING WALL X �� CD
SPA AND ��R�IP I �� , / TREE PROTECTION a, N
MAX HEIGHT 5.5 - T C TWO NEW HC SPACES _ _ x2 /�
_ �� �� - / / // i 0 0
i 31. IN PLACE OF THREE ❑ _
a _
9xl 8 SPACES /� �� _ M HEIG / / o
ADD CG-12 RAMP & - - - �_ � - � - - � - � � / ice / IN GED__SLOP-ES EFTAI II � /
® 29.85 110 UT R7- SILEPN A ONE ----_ - ;,�� �� - 512D
x G TE6E / , o
I UL _
ADDITION OF ONE
_ - STAIR TO MATCH -- _--- ETAINING WALL MAX. HEI�'H-T
- % E HEIGHT 9 - _ IN MANA�E6 �LOPEAREA
O XO. 29.R5 ss1 "`�' - 1. STAIRS ACROSS 4 8��
TRAVELWAY
°
o
°30.1 / _ _ W3
°
�
00
T°° - x W36.5- -
\
\ - 9 W30 6 - - / I
\ -if
512 _ a � °" Da � � � °° � �\ ,�w � _ 290 I-- 28. - -_ .II - - � ,� i� - � / ®/ •�$ -
� 9.23
SANITARY �� �� /�c\
o
LATERAL S
RELOCATED 510 90
.
V
17.5
/ '/
2 � � � �7• 52� / ' � � � TREE PROTECTION FENCI
8W18.0
TRANSFORMER ' R
313 LOWER - 09° Z
N�18--- 4 S MAIN � ,,�6
a ° � 0
X I I 8� 9 SF EZ N � � - 2 °°-�-__- ° 27. o
46 ZANI E
fl
I
5 /
I •5
°
APPROXIMATE WAY SIGN _ _
LOCAlI ADDED - -- _ - _ _ _ ®� - _ _ - _
� � 0
IRDS
U
\ \ \ a RD RD -- 'Lu
-
r,
_ _ a
x4--- - OTw X ui
Cc
-
_ O
504
09.5 LL
OUT:I4 0
_ i G
N: 496. - - - _ _ _ _ - - - H ° 481. �.
MANAGED - ET WALL -OUT: 1.03 478.95 I I I
N: 491.4 � o'o. �--- � - � / UT. 491. 3 /
uj
EDGE OF PAV /
CG-" IN: 88.76 / IN: 492.23
OU 488.66 i OUT: 484.43 - / �/ , �/ / W
NEW 6' C ASS A TY 1 - LOW SPEED LIMIT 25 MPH
/ J
M TEN NCE PEDESTRIAN PATH
PER CO. STAN ARDS AND 46 �� - - / / 30 / / Date
DESI N MANUAL X3 _ - _ a _ �� /- 06 O8 20
REVISED L TION ADJACENT T �- _-----_------- _
RB-FN�pME ARE OUT: :_496 �8 _-------------- /� / Scale
-----
1 "= 30'
- -- ---------------- -- Sheet No.
30 0 30 60 90 C3 OF 6
File No.
SCALE: 1 " = 30' 16.025
I
I
I
I
•I i � I I
I
I
I I I I
I I 1
II I I I
I I
1� I
/ \ EE PROTECTION FENCING
/ W
/ • d I I 12 \ \
16 RISERS ® 0.5' WITH 42"
HANDRAILS 3 �I
ADD STEEL PLATE OVER CG-6 w q I
FOR PEDESTRIAN ACCESS �. I 00000, 0 W I
THREE SHRUBS RELOCATED q
PROPOSED LANDSCAPE SCHEDULE
Plant
Min.
Total
CaSFpy
Total
Plan
Symbol
Planting Type
Botanical Name
Common Name
Cal./Height
Quantity
Height(ft)
Canopy
Reference
in 10 Yrs
SF
Large Deciduous Tree
Quercus alba
White Oak
2.5"
25
22
243
6075
Large Deciduous Tree
Quercus bicolor
Swamp White Oak
2,5"
25
20
299
7475
}
Large Deciduous Tree
Fogus grandifolia
American Beech
2.5"
4
20
227
908
Large Deciduous Tree
Acer x freemanii
Autumn Blaze
Maple
2.5"
8
20
397
3176
J
American
Large Deciduous Tree
Ulmus am
Elm'Valleycvs. 'Valley Forge'
2.5
9
15
397
3573
Large Deciduous Tree
Liquidambor styrocifluo
Sweetgum
2.5"
8
15
249
1992
Broadleaf Evergreen
Magnolia grandiflora
Southern Magnolia
3-4' Ht.
12
14
54
648
Broadleaf Evergreen
Juniperus virginiana
Eastern Redcedar
3-4' Ht.
12
14
16
192
Broadleaf Evergreen
Pinus strobus
White Pine
2.5"
26
24
118
3068
Evergreen Tree
Tsuga canadensis
Eastern Hemlock
2.5"
5
10
16
80
GM
Small Flowering Tree
Magnolia vir iniana
9 9
Sweet Bay
Magnolia
Magnolia
6'
26
10
113
2938
Small Flowering Tree
Cersis canadensis
Eastern Redbud
6'
15
10
124
1860
Broadleaf Evergreen Shrub
Magnolia grandiflora
Little Gem
6'
60
22
82
4920
Little Gem'
Magnolia
O
Broadleaf Evergreen Shrub
Myrica penslyvanica
Northern Bayberry
24" Ht.
60
3
18
1080
Broadleaf Evergreen Shrub
Ilex vomitoria
Youpon Holly
24" Ht.
60
3
16
960
Deciduous Shrub
Fathergillo gardenii
Dwarf Fathergilla
24" Ht.
60
0
Low Maintenance Ground
Cover 1
Southeast Native
Grass Seed Mix
.866ac
0
Low Maintenance Ground
Cover 2
Southeast
Wildflower Seed Mix
101b
TOTAL
SF:
38945
LANDSCAPING REQUIRED:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED.
SITE AREA 267,535 SF x 10% = 26,754 SF
CANOPY REQUIRED: 26,754 SF
CANOPY PROVIDED: 38,945 SF CANOPY PROVIDED
STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) - 40' O.C. PARALLEL TO ROAD
HANSEN RD - 396 LF/40 = 10
ROLKIN RD - 1,320 LF/40 = 33
ROLKIN RD (OFF PROPERTY) - 428 LF/40 = 11
REQUIRED 54 LARGE SHADE TREES
PROVIDED 54 LARGE SHADE TREES
11 ALONG HANSEN RD & 45 ALONG ROLKIN RD.
NOTE: TREES OCCASIONALLY NOT 40' O.C. DUE TO SITE RESTRAINTS SUCH AS 'SIGHT DISTANCE
TRIANGLE' AND EASEMENTS. THREE PRESERVED TREES ALONG ROLKIN COUNTED TOWARD
STREET TREE CALCULATION.
INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 46,281 SF X .05 = 2,314.05 SF
REQUIRED 2,314.05 SF OF LANDSCAPED AREA
PROVIDED: 9,106 SF OF LANDSCAPED AREA
LARGE SHADE TREES (2.5" CAL.)
160 PARKING SPACES (16 / 10 = 16)
REQUIRED 16 LARGE SHADE TREES
PR0VIDED:16 LARGE SHADE TREES
SCREENING SHRUBS - AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING & AND RETAINING WALLS
NOTES:
1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around
shrubs.
2. All other landscaped areas shall be sodded.
3. 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 trees shall be pruned minimally and only to support the overall health
of the plant.
4. All landscaping and screening shall be maintained in a healthy condition by the current owner or property
owners' association and replaced when necessary. Replacement material shall comply with the approved
landscape plan.
5. All new planting shown on the plan will be completed after building and road construction to avoid tree planting
damage.
6. All disturbed slopes 3:1 or steeper to have low maintenance ground cover.
7. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements
associated with this project.
MAINTENANCE:
'
• LOW MAINTENANCE GROUND COVER -The best time of year to mow is during the fall through late winter. Mow
on a three-year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer
months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to
remain until spring to help insulate plant roots and provide cover for wildlife. If native warm -season grasses are
cut lower than 6 inches during the active growing season, the stand will be reduced significantly.
- PLANTING GUIDE 'AMERICUS'INDIANGRASS Sorghastrum nutans USDA-NRCS Jimmy Carter PMC
Americus, Georgia
/
SEED MIXES:
SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) - Mix the following seeds:
• Kentucky 31 Fescue (Festuca arundinacea) - 100 lb/acre, Red Top Grass (Agrostis gigantea) - 20 Ib/acre,Virginia
,
Wildrye (Elymus virginicus) - 20 lb/acre, Little Bluestem Grass (Schizachyrium scoparium) - 20 lb/acre, Purpletop
(Tridens flavus) — 20 lb/acre, and Broomsedge (Andropogon virginicus) — 20 lb/acre, Indian Grass (Sorghastrum nutans)
— 20 lb/acre.
SOUTHEAST WILDFLOWER SEED MIX AMERICAN MEADOWS INC. —The mixture includes:
11CMAR
_d I
.
1 1
\ Ira") FAWKS
I
41
SO
� /. �,, �R- � .�► �a�. Imo_ � \�_- � -
� ��/�� �` � / i� � � _— �Cili 0 �• / .w i \
./- 41 \.� /•,��� � \\% � �/-- , 1 ► � �-�•-� a ���i•�"i
10MRAI
1W
SEMI
as 4 a MOM
_111111110W m,pk11 'WAS
-�'���* ��i� �� --��� -------- -_ _ •®� �� ' ,�„ �) ��
i
-MAN `
1
.�. i�a• :._ i��,.ally��. �. ��1 , . ��� • Wm ai I
•
t
,e
INN 07A R 1:4U4211
il
® i
y � i► � �'�, �� � i � ��r�®� ��a������r
IN �� ` ��✓ter.-.� �"J�pr��� w� MM
� �
�� •gi-ter.�� IM�i�NE16=0 KIM
MiIIIIIIIIIIIIIII
,.-� _ �►�y
���� MOW %\NN i�i AL -In MOW 51 • a�i01M ! 10■ ins r_.� i.. -' � _w��_�����R��� �—��i ^: N- M_ _2••� -t - � '_�
if `_-ice �`• .�� w� i••1� `•��e=�.���� arrl ���GI�� ���=�0�� ��7►�s�����.Za.t�►_�����a` •
,�
+0.0
+o
+0.0
+0.
' +0.0
+0.
• +0.0
+0.0
+0.0
+0.0
0.0
+0.0
0.0
•
+0.0
0.0
+0.0 ,
0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.
+0.0
+0.0 ,
• +0.0
+0.
+0.0
+
am
.0 +0.0
0 +0.0
.0
+0.0
+0.0
+0.0
0.0
+0.0
0.0
+0.
` +0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.
0 +0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0
.0 +0.0
+0.0
+0.0
+0.0
+0.0
.0 +0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0 +0.
+ .0
+0.0
+0.0
+0.0 +0.0
0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0. /
• 0.0 +0.0 0.0 +0.0 +0.0 +0 0.0 +0.0 +0.0
0
+0.0 +0. ° .0 +0.0 +0.0 +0.0 +0.0 +0. 0.0 +0. 0 + 0
Schedule
Manufactur
Catalog
Number
Light Loss
Symbol
Label
Quantity
Number
Description
Lamp
Lamps
Filename
Wattage
Factor
er
6
PHILIPS
ECF-S-48L-
ECOFORM AREA LED
LED
1
ECF-S-48L-
135.1
1
GARDCO
900-NW-G2
ECF-SMALL, 48 LED'S,
900-NW-G2-
-4-HIS
4000K CCT, TYPE 4-HIS
4-HIS.IES
A
OPTIC, HOUSE -SIDE
INTERNAL SHIELDING
2
PHILIPS
ECF-S-48L-
ECOFORM AREA LED
LED
1
ECF-S-48L-
135.1
GARDCO
900-NW-G2
ECF-SMALL, 48 LED'S,
900-NW-G2-
B
-5
4000K CCT, TYPE 5-HIS
OPTIC, NO SHIELD
5-HIS.IES
STATISTICS
'
+0.0
+
0.0
+0.0
+0.0
0.0
+0.0
+0.0
0.0 +0.0 +o.
+0.0
NOTE:
1. All pole mount fixtures shall be mounted at a total height of 15' from the finished grade which includes the pole base, unless noted.
o.o
0
0.
o.o
o.o
o.o
o.o
o.o o.o 0
0
0
2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded
o.o
+o.o
`
o.
+o
+0.2
0.2
+0.1
+0.2
+0.1
+0.2 +0.2 U.
+o.
+o.
�` to reflect light away from adjoining residential 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 footcandle.
5
3. New free-standing light fixtures fixtures be black finish.
+0.0
+o.
* .2
+ .5
+0.6
0.7
+0.8
+0.9
+0.9
+0.8 +0.7 .5
.3
0.1
pole mounted (and poles) and new wall mounted shall a
+
0.0
+
t
0.3
7
+
0.9
+
1.2
+
1.5
+
1.7
+
1.6
+ 1.3 + 1.0 0.7
�.
+
0.1
+
0.
+0.0
a
` +0. .5
.8
+1.3
+1.9
+2.5
+2.8
+ .6
+2.0 +1.4 1.0
0.5
0.1
+0.0
0.0
+0.0
` 0.
+0.
1.0
+1.7
+2.6
+3.7
.3
+3.9
+2.9 +1.9 +1.2
+
+0.0
+ 0
+0.0
+0.
+ .0
+0.
+1.9
+3.1
+4.6
6
5.2
+3.5 +2.3 +1.3
0.5
.0
+0.0
+0.0
o
1
+0.0
+
0.0
+0.
+ .
+
-,P.1
1.4
6.1
4.9
+3.4 - +2.2 +1.3
.0
+0.0
+0.0
.0
0
:00�0
.0
+0.0
+0.
+ .6
+2.5
+3.4
+3.8
.6
+2.7 1.8 +1.1
+0.4
0.0
+0.0
.0
+0.0
l?.
+
++
0
0.8
1.2
1.8
+++++1++0.0
2.3
2.6
2.
1.9 1.3 .0
0.1
0.1
0.0
s:
+0.0
+0.
+ .0
+0.1
1.0
+1.3
+1.7
+1.9
+1
1. 1.2 +1.1N�0.7
0.4
+0.2
+ .1
.0
+0. '
G
+
0.0
+
0.0
+
0.1
2
+
0.
+
0.8
+
1.1
+
1.4
+
1.6
+
.7
+
1. 1.7 + 1.4
+
1.0
+
0.7
•60.4
+
.2
+
0.0
O+0.0
'
+0.0
C /
+0.2
+0.
+0.8
+1
+1.4
+2.1 +1.8
+1.3
+1.0
+0.
+0.
+0.1 +0.
.0
0.0
.1
5
.8
2.1
2
__-
+0.0
+0.0
6.
+0.0
+0.0
.0
+0.1
+0.
+0.8
+ .
+ .0
2.8
+3.4 + +2.7
1.9
+1.3
+0.8
.3
+0.2
+0.1
+0.0
+0.
n .0
+0.0
+0.0
+0.0
+0.
.5+0.9
+ .
+
+4.2
+5.1 +5.0 +3.9
2.7
+1.9
+1.1
+0.4
+ +0.1 1
+0.0
+
+0.0
+0.0
+0.0
+
+0.
+1.0
+
+
+7.18®+6.7
.3
.3
+1.4
+0.7
+0.6
+ .4 2 +0.1
Al
+0.0
b
+0.0
+0.0
+o.
+
+0.0
+0.
•5 +1.0
+2.0
+3.3
+4.8
+6.2 +4.7
+3.5
+2.6
+1.7
+1.0
+0.8
+ . +0.1
+(
•'
+ +
0.0 0.0
+
0
+
0.0
+
0.0 <
+
0.0
+
�.0
+
.0
+
+
0.9
+
1.7
+
2.8
+
3.9
+ +
4.7 � 4.4
+
3.7
+
3.0
+
2.1
+
1.4
+
1.1
<+ + + + + + + + + + +
. 4 0. 2 0.1 0.1 0.1 0.1 0.1 0.0 0. 0 0.0
+ +
0.0 0.
+
.0
+
0.0
+
O.a
+
0.0
+
0.0
V
.Q-
+
2.2
+
3.1
+ + +
3.9 4.3 4.5
+
4.3
+
3.7
+
2.7
+
1.9
+
1.5
+ +
+ + + + + + + + + + + + + +0. +0. +0. + .7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0 0 (
+ 0.9
}
}° }
} O B1
}
}
7/10.7
0.0 0.0 0 1 1.8 .5 a3.3 ° 4.2 5,1 4.7 3.3 2.3 2.0 1.7
COZ a^
+0.0 .0 +0.0 r +0.1 +0.3 + 1.0 aT.6 +2.5 3.8 + .2 .0 + 2.5 +2.0 +1.8
+0.0 +0.0 100 +0.0 +0.0 +0.1 +0.1 +0.2 . ° 0.4 0.3 0.5 5 +0 - - - 5 - �+08
�7+0.�
+++++ +++++++++ + + + +++1343++++ +++++ + + + + +++++++++++++++++++++0.0 0 .0 0.0 0.2 0.3 0.2 0.2 2.�R ► 3.3 4.7 5.8 4.6 3.2 2.2 1.6 0.9 0.8 0.8 1.0 0.90.4 13 0.2 0.3 0. 0 .2 .1 0.1 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0
5 .5 U.
+0.0 +0.0 0.0 + 1 C +3.5 +5.2 + .8 +4.9 +3.4 +2.4 +1.8 +1.2 +1.2 +1.5 +1.7 +1.7 +1.4 +1.1 +0.8 +0.6 0.5 +0.7 +0.8 +1.0 +1.1 +1.1 +1.0 +0.8 +0.7 + . + + . + + + .4 +0.3 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 0. ' ° " .0 +0. +0.0
°
+0.0 Q +0.0 +0.1 +0.1 +0.1 +0.2 F0. + 4 2 ° 4 .6 +4.1 +3.0 + 2 + .9 + .5 1.9 +2.5 +2.9 +2.7 +2.2 +1. +1 0 + .7 ® +0.9 +1.3 +1.6 +1.9 +1.9 +1.6 +1.2 +1.0 +0.9 +0.8 +0.9 +1.0 +1.3 +1.3 +1.2 +1.0 +0.8 .5 +0.1 +0.0 +0.0 +0 +0.0 +0.0 +0.0 +0.0 + .0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 .0 +0. 0. +0.0 +0.0 + .0
+0.0 +0.0 +0.0 +0.1 +0.1 +0.2 +0. .5 +0.8 +1.4 +3 •4 ' +11 ' +� + +3.7 +4.3 +4.1 +3. +2. +1.3 + .7 0.8 1.2 +1.8 +2.6 +3.1 +3. +2. +1 7 + .2 .1 1.0 +1.2 +1.7 +2.0 +2.2 +1.9 +1.5 +1.0 +0.7 +0.3 +0. +0.0 + .0 +0.0 +0.0 +0.0 + +0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0
+ + + + + + + + + +> + + + + + + ° + + ° +° a+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0. 0 0.0 0.1 0.1 0.3 0.5 1.0 1.5 1.8 2.6 2.4 2 1.7 2.1 2.3 3. 13 3.7 2.4 a 1.4 a 3 5 .3 .5 1.1 1.2 1.7 2.5 3.3 3. 3 2.2 1. 0.9 •5+0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0� 0.0 0.0 0.9 0.0 0
4
+ + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + +
0.0 0 0.0 0.0 0.1 0.1 0. •5 0.7 1.1 1.5 1. 1 2.2 2.2 2.0 1 1.6 1.9 2.2 3.0 4.3 6.0 5.1 5 2.3 1. 1.6 1.2 ° 1.4 2. 1 2.8 1.7 1. 0.2 0.0 0.0 0.0 0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q� 0.0 0. .0 0. 0.0 .0
+ + ` + + + + + + + + + + + + + + + + + + + + + + + +.2 + + + + + a 40+ s + + + + + + + + + + + + + + + + + /+ + +
0.0 0.0 0.0 0.0 0.1 0.2 .4 0.8 1.2 1.6 1.9 2.0 2.0 1.9 1.7 1.5 3.3 3.8 3.6 :8 1. 1. 0 6 .8 .6 2.6 3.9 5.2 5.0 3.6 2. 1. 1.2 .4 2.4 A 6.7 4.6 3.1 1.9 .0 •�0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:0 0.0 .0 .0 0.0 0.0 0.0
+ + 1 �+ + + a + + + + + + + + + + + + + + + + + + + + +
0.0 0.0 0.0 0. A P P R 0 XI M ATE 0.0 0.1 0.2 :� 0.9 1.3 1.8 2.3 2.9 3.0 2.7 2.1 1.6 1.4 1.5 1.5 1.7 2.2 2.5 2.4 1.9444 + 1.0 + + 0.6 0.8 1.3 2.0 + + + + + + 2.9 3.4 3.4 2. 1. 1.3 + + + .1 1.4 2.1 3.2 4 4.8 3.9 1.7 1.0 + + + + + + + + + + + + + + + 0.2 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0
+0.0 +0. +0.0 +0.0 +0 0 LOCATION ADDED +0.0 + +0.1 .5 +0.9 +1.4 +2.1 +3. .2 +4.4 +3.8 +2.6 +1.8 +1.4 +1.3 +1.1 +1.2 +1.4 +1.5 +1.5 1.2 +1. +0.7 +0.6 +0.7 +1.0 +1.4 +1.9 +2.2 +2.2 +1.8 +1.3 +1.0 +1.0 +1.2 +1.6 +2.4 .0 +3.2 +2.8 +2.0 +1.4 +0.9 0•�0. 0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 + .0 + +0.0 + .0
BOLLARDS WITH ®p
+ + 600 LUMEN LIGHTS + + + + + + + + + , + i + + + + + + + + + +1 + + + + + + + + + +
0.0 0.0 0.0 .0 .1 0.3 0.7 2.2 3. +5.1 5.6 4.4 2.9 1.8 .1 0.7 0.4 0.8 1.0 1.2 1.4 1.4 1.2 0.9 0.8 0.9 1.0 1.2 1.6 1.9 2.0 1.8 1.4 .0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0
° .5•
+0.0 + . +0.0 +0.0 +0.0 + . 4 +0:0 0. + .t3 - '0 .0 + 0.0 + . + . :1 + . + . +0 0.3 +0.2 +0.2 +0.1 +0.0 +0.0 +0.0 + 1 + .1 .2 0.1 +0.3 +0.4 0. 0. 0 5 5 0.5 +0.7 +0.8 +1.0 1.2 + + . 0.9 + +0.2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 0. 0.0 0.0 +0. +0.0 +0
+0.0 + . „ +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0. ° + + 0 +0. +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 +0.3 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 + + + 1 +o. +o. + .0 + .0 0.1 0.1 +0.2 +0.3 +0.4 +0. +0 +0.4 +0.3 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0 0. .0 + .0 +0.0 +0.0 +0.0 + .0
+0.0 + 1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 + + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 0.1 0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.0 +0.0 +0.0 +0.0 + . +0. .0 + +0.0 + +0.0 +0. '
+0.0 + . 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. + . +0.0 + 0.0 + .0 .0 + +0.0 +0.0 .0
+0.0 +0. +0.0 `+ + + + + + +6.0 + + + +9.0 + + + + ±6.6 + + + + + + + �+ +0.0 +� 8-+�0 +0.0 +0.0 + + + + _ 0.0 0.0 +0.0 +0.0 + + +0.0 + +0.0 +0.0 +0.0 +0.0 + .0
' EX. ASPHALT PATH 26 '
+ + + + o
+
o.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 { 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0 .0 0.0 0.0 0 0.0 Z
a
+0.0 +0.0 +0 + + +0.0 +0.0 +0.0 01 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 m"15.0 +0.0 +0.0 +0.0 +0.0 < +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 DI-0.0 +0.0 +0.0 +0.0 +0.0 < +0.0 +0.0 +0.0 < +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 <+0.0 +0.0 + + +
A.0 +0.0 +0.0
EX
E�. CQ-1+0.+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
I.
a . , a
-
--------------------------------------------------------------------------------------------------- -- --�
i
y-------------------------------------------------------
PHILIPS
CM GARDCO
Ordering guide
..•..........W..
r -. .
1
i
Project:
Location:
Cat.No:
C UL us
Type:
Notes:
Not
The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED
area luminaire. Capable of delivering up to 26,400 lumens or more in a compact,
low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm
features an innovative retrofit arm kit, simplifying site conversions to LED by
eliminating the need to drill additional holes in most existing poles. Integral control
systems available for further energy savings.
example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY
Number
Drive
LED Color -
Prefix
of LEDs
Current
Generation
Mounting
Distribution
O
Voltage
D
Dimming controls Motion sensing Photo -sensing
O 0 0
Electrical
0
Luminaire
Finish
ECF-S
®900
NW-G2
D
HIS
0
ECF-S
32L
530
WW-G2
AR
Type
120 120V
DID 0-10VExternal
IMRI3
PCB
Fusing
Square Pole
Textured
EcoForm
32LEDs
530mA
Warm White
Arm Mount
208 208V
dimming (by others)'
Integral with
Photocontrol
Adapter
2 Type
Fl Single
BK Black
site and area,
(2 modules)
700
3000K,70CRI
(standard)'
2-90 Rotated
240 240V
DCC Dual CircuitContro16
#31ens6
Button''
(120,277,347VAC)'
included in
WH White
small
700mA
Generation
left 90°
277 277V
FAWS Field Adjustable 14
IMRI7
TLRDS
F2 Double
standard
BZ Bronze
the following
1p
NW G2
2 270 Ratated
347 347V
SW Interface module
Integral
g
Twist Lock
(208, 240, 480VAC)'
product
DGY DarkGra Y
1050mA
Neutral White
mounting
right 270°
480 480V
forSiteWise""
#7lens'
Receptacle
pis
TB
MGY Medium Gra y
1.2A
4000K,70CRI
kits must
UNV 120-277V
LLC2 Integral module
IMRO
SPin
Pole Mount Fusing
Terminal
1200mA
Generation 2
be ordered
Type 3
(50/60Hz)
with #2 lens"
Pole mounted
TLRD7
Block 7
Customer specified
FPt Single
separately
HVU 347-480V
LLC3 Integral module
motion sensor'
Twist Lock
(120, 277, 347VAC)2
RPA
3 Type 3
RAIL Specify
48L
900
CW-G2
(See
3-90 Rotated
(50/60Hz)
with #3lens16
(see accessories)
Receptacle
FP2 Double
Round Pole
optional
48 LEDs
900mA
Cool White
accessories)
Ieft90°
LLC4 Integral module
7Pin "
(208,240,480VAC)2
Adapter
color orRAL
(3 modules)
1A
5000K, 70 CRI
with #4lens' 6
(ex: RAL7024)
1050mA
Generation 2
SF
3-270 Rotated
TLRPC
FP3 Canadian Double
(fits to 3"- 3.9"
CC Custom color
I.
I.2A
Slip Fitter
right 270°
DynaDimmer: Automatic
Twist Lock
Pull (208, 240, 480VAC)
O.D. pole)'0
(Must supply
Mount"n
Type
Profile Dimming
Receptaclew/
2
HIS
color chip
fits to 2 /e
Photocell'
Surge Protection
Internal
for required
4 Type 4
CS50 Safety 50%
AAr
oan
O.D. tenon)
_. _,
nn.A�r�-l-h
Housing
.__._..._.._._
+0.0 +0.0 +0.0
OF PAVE14€Pt
60 90
F/04
01
II ) 0 �/ / I ` WITS OF FIELD SURVEYED TOPOGRAPHY
` I I
0 T 522.8 I 1 II I I\
I I I \
I
530 A 1 ETAI+G WALL A
4w HEIGHT 6'
0 11? aC IN MANAGED SLOPES AREA
\� LO0
` 0
w NU
I
z
w NE
W
Z
't z
�- W
nnI
W LL
Z
O 0(n
w�
Z
w�
O
N
O
v N
C\ w N
W w Q � F-
(n w
J
= J
z V)
w
F-
0
w
N Q
w
m 0
TH q
4 S 1MP >
ic. o 45183
REVISED Al AND X5 DRAINAGE AREAS DUE / �� �\ E ING UC ES ,� ,e �/► In /'`
TO RELOCATION OF STRUCTURE Al. LD-204 �� v --"
\
UPDATED ACCORDINGLY. \ `� `� I
\ \ x. GiantPntps-1-6
I
LD-204 Stormwater Inlet Computations
Inlets on Grade Only
Sag Inlets
Only
L
a)
3
Z
N
i
Q
c
N
Q
O
U
2
<
�
I6
U
N
p
U
o
3
Q
U
�,
N
E
-C
U
a
L
N
�
O
U
0
m
H
0
Z
N
2
a)
O
U
CD
3
Q
p
�
X
a)
(6
Q
a
O
X
3
L
_
3
co0
Co C_D
6 Q
�U)
U
N
o
>+
v
LLl
o
N
Q
U
m
.E
0
N
�
coQ-
m
a
N
o
N
=
U
2
o
co
Q
U
o
-6
1
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
(ft)
(ac)
(in/hr)
(cfs)
(cfs)
(cfs)
( ft/ ft)
( ft/ ft)
( ft/ ft)
(ft)
(ft)
(cfs)
(cfs)
(ft)
(ft)
(ft)
A2
DI-3C
6
0.41
0.77
0.32
7.1
2.25
-
2.25
0.015
0.01
0.023
-
0.22
0.5
0.44
9.49
0.32
4.0
1.27
-
1.27
0.015
-
0.15
0.5
0.3
6.48
A3
DI-313
10
0.27
0.69
0.19
7.1
1.34
-
1.34
0.015
0.017
0.016
-
1
0.15
0.5
0.3
9.39
0.19
4.0
0.76
-
0.76
0.015
-
0.1
0.5
0.2
6.44
B3
DI-3C
6
0.12
0.77
0.09
7.1
0.65
-
0.65
0.015
0.08
0.030
-
0.13
0.5
0.26
4.35
0.09
4.0
0.36
-
0.36
0.015
-
0.09
0.5
0.18
2.93
C6
DI-3B
6
0.14
0.82
0.11
7.1
0.80
-
0.80
0.015
0.012
0.038
-
0.11
0.5
0.22
2.88
0.11
4.0
0.45
-
0.45
0.015
-
0.08
0.5
0.16
1.96
C5
DI-3B
12
0.28
0.80
0.22
7.1
1.58
-
1.58
0.015
0.01
0.040
-
5.40
0.22
100.0%
1.58
0.00
0.22
4.0
0.89
1 -
0.89
0.015
-
4.37
0.17
1 100.0%
0.89
0.00
C4
DI-3B
6
0.18
0.84
0.15
7.1
1.10
-
1.10
0.015
0.01
0.040
-
0.14
0.5
0.28
3.39
0.15
4.0
0.62
-
0.62
0.015
-
0.09
0.5
0.18
2.31
C3
DI-3B
12
0.08
0.73
0.06
7.1
0.42
-
0.42
0.015
0.1
0.010
-
5.09
0.05
46.2%
0.19
0.23
0.06
4.0
0.23
-
0.23
1 0.015
-
4.06
0.04
57.2%
0.13
0.10
D2
DI-3B
10
0.15
0.90
0.13
7.1
0.93
-
0.93
0.015
0.04
0.010
-
8.14
0.08
88.7%
0.83
0.10
0.13
4.0
0.53
-
0.53
0.015
-
6.59
0.07
100.0%
0.53
0.00
E3
2
.8
.2
7.1
.86
0.
15
0.
-
0.24
0.5
0.48
8.38
0. 6
.0
1. 5
.10
%1.15 V
0.0
-
0.16
0.5
0.32
5.62
Al
DI-3B
20
0.79
0.58
0.46
7.1
3.25
-
3.25
0.015
0.071
0.020
-
7.57
0.15
89.3%
2.90
0.35
0.46
1 4.0
1.83
-
1.83
0.015
-
6.11
0.12
99.8%
1.826
0.00
C1
DI-
. 1
54
27
0.17,4.
.1
94
1.1
.17
0.
2.1
10
0 15
0.01
.022
0.0
0.16
0.5
0.32
5.93
-
0.13
0.5j
0.26
3.2
El
DI-3B
10
0.32
0.49
0.16
7.1
1.12
1.12
0.015
0.028
0.020
-
6.04
0.12
93.8%
1.05
0.07
0.16 1
4.0
0.63
0.63
0.015
-
4.87
0.10
100.0%
0.63
0.00
� w
o
IONAL V,
I � /
\ ELF',F' HONE /
° A
PE
TIAIL
520
I / \� REVISED LD204 ACCORDING TO UPDATED ELECT //
DRAINAGE AREAS. 100% UPSTREAM RUNOFF / T / R / // / co
j 0,21 ac > \ \� \ �` STILL CAPTURED BY STRUCTURE X4. ��`a / / / /// / j/
C 0,6
5.
32 / \ /- �� / /� +
/�� �� E
- ------ 1 509.8 /�2 / / / / _ /C / / / / <'
Ex. Gi tPntps 1-
AN W 20'
_ i �i i / / / / / aC CD/ /
/ / /
DI A /NEW �p' I ELECTRIC ZZ/ CD
aCIJ
' Nj rn / DI-�3B 0 40 /ice / / o °°
El
z JID
TELEP ONE
PEDESTAL
»
-- -
i
O
X a =4 i
1I I �o � ° 0,14 ac 30
-- E W
512 � -- � / � -
Q
° , C - 0 �82 ---
°a
quired °n
°
n -
a C 0 I I I g \ - - -- 0 a El
I I i \ d -__ _� I / / / / °
°
51- V �I , vv c6 EW
0 i 0 X1
/
- 0�28 ac
ELECTRIC I I I 1 28 - - /
TRANSFORMER � � ,
e
I I 1 \ Qaft
\ _ 0,80 C 0 /
- a
��
0
X I I I I A v 26 t�w- - �i
-A _° _ i
22 �
I \/ I II \\ \ \ - - NEW 1
X4
,, W
\ \ ec anti al u\ \ \ 0,12 ac / 0 ' 0B ac
,�
on---___------
- /
P
R of o t Located
i I 0,08 ac \Wa s. Sc �ened�i, rt��P
C _ 0,1 i
isibi i �f arapet �' _ 0 / ' %_�
' E\ ui a ""mica '
from ��-�------
\ C6rn� �---- --
0 �6 q me
twill entrance ---_ -� ----- _ � - i � W 1i2' i� /� �
I \ - - / O
' Eliminq{-ed.--� '' 0��2 � �� � � � D1- "B 0�� ac
_ - ----- -- -- C i
CP
LU
C - 0182 ---- - _ >
Uj
X4 10 - DI-3C 0 2 -
--- - ac - ----- _ - - ,
------ E3
12"
-
B1 - - -
_ --- _1_ ------ --_
- - - - ---- - vfvl H �
504 Irv: 49 _ - - - - - - - = 0,49 -- ---- ------ -- --- - - - - 2 _ /
C
--
• C1 O 5
OUT: 4 /\� -
---- ---- ---- ------ - - - -- _ _486.93 /� %G
491. . N: 481.
491.4 C. FLUME EX. HALT PATH
W 10' - 26 OU 1.03 Uj
UT: 491. i - 731:3 TOP
- ----- j/j�
478.95
LUM
0 EX0, 61 C1� W
STIR
J
i EX. EDGE OF P /
\ 13: 492.23
W Q
IN: 88.76 �
-- -I EX. CG-12 OU 488.66 _ _' \ T: 484.43 / /'
SPEED AIM T 25 MPH
UA -
i /
�- - � �- Date
IX3 0', 5 ac
a .
oTO RIP RAP
/06/08/20
'-- � / Scale
�I\\ � 0 -C.I FLUB C _ 0,6�'J ■����������� � '� i /
9 �� . - )2= 3 0' 1
-- DI-7 TO REMAIN _
- - ------------ -- --- ------ --- - - �- Sheet No.
C6 OF 6
30 0 30 60 90
File No.
SCALE: 1 " = 30' 16.025