HomeMy WebLinkAboutSDP200900024 Plan - Other (not approved) 2009-03-19FINAL SITE DEVELOPMENT PLAN
VAN DINE PLAZA
TM 45 PARCELS 100, 101, 101B
DB 2130 PAGE 25
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE:
TM 45 PARCELS 100, 101, & 101B
SOURCE OF TITLE:
TM 45 PARCELS 100, 101, 1018: DB 2130 PAGE 25
OWNER/DEVELOPER:
AUTO, LLC.
1389 RICHMOND RD.
CHARLOTTESVILLE, VA 22901
ZONING:
C1 - COMMERCIAL
MAGISTERIAL DISTRICT: RIO
SOURCE OF BOUNDARY SURVEY:
BOUNDARY SURVEY COMPILED FROM PLAT OF RECORD.
SOURCE OF TOPOGRAPHY:
TOPOGRAPHY PROVIDED BY OWNER.
BENCHMARK:
TOP OF DROP INLET ON RIO ROAD.
ELEV=528.42
BUILDING SETBACKS:
FRONT YARD: 30' ON WEST RIO ROAD
50' ALONG R-6 ZONING
SIDE YARD: NONE
REAR YARD: NONE
PARKING SETBACKS:
FRONT YARD: 10' ON WEST RIO ROAD
20' ALONG R-6 ZONING
SIDE YARD: NONE
REAR YARD: NONE
UNDISTURBED BUFFERS:
20' ALONG R-6 ZONING
MAXIMUM BUILDING HEIGHT: 35'
FLOOR AREA RATIO: 0.24 %
AREA OF IMPERVIOUS COVER: 59,325 SF
EXISTING TREE COVER: 32,150 SF
PROPOSED TREE COVER: 12,170 SF
PAVING SPECIFICATIONS:
PARKING AREA: 6" - M21A AGGREGATE BASE MATERIAL
2" - SM 9.5 SURFACE MATERIAL
SIDEWALKS: 4" - 3000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSED USE: RETAIL, 26,495 SF GROSS.
MAXIMUM NUMBER OF EMPLOYEES: 70
NUMBER OF STORIES: 2
PARKING SCHEDULE:
REQUIRED:
RETAIL: 80% OF GROSS BUILDING SF = (26,495 ' 0.80) = 21,196 SF
1 SPACE PER 100 SF FOR THE FIRST 5000 NET SF
1 SPACE PER 200 SF FOR THE REMAINING NET SF.
(Net SF -5000)/200) + (5000/100)=Required
(21,196-5000)/200) + (5000/100)=131 Spaces
REQUIRED PARKING: 131 SPACES
PROVIDED PARKING: 131 SPACES
INCLUDING FIVE (5) HANDICAP SPACES
LOADING SPACES:
RETAIL:
1 PER FIRST 8,000 SF OF RETAIL SPACE + 1 PER EACH ADDITIONAL 20,000 SF
REQUIRED: (26,495-8000)/20,000 + 1 = 0.92 + 1 = 1.92
GENERAL NOTES
I. AREAS OF CRITICAL SLOPES ARE SHOWN ON THE SITE.
2. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
3. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
4. TRIPS GENERATED USING ITE'S TRIP GENERATION MANUAL, 7TH EDITION, FOR LAND USE CODE 820
IS 1,332 TRIPS/DAY.
LAND USE SHEDULE
DRAWING INDEX
PRE-DEVELOPMEN
%
POST -DEVELOPMENT
DEMO/EXISTING CONDITIONS PLAN
BUILDING:
530 SF
0.5
14,076 SF
12.8
PAVED:
1,591 SF
1.4
45,249 SF
41.2
PERVIOUS:
107650 SF
98.1
50446 SF
46.0
TOTAL:.
109 771 SF
100.0
109 771 SF
100.0
DRAWING INDEX
C1 of 10
COVER SHEET
C2 of 10
DEMO/EXISTING CONDITIONS PLAN
C3 of 10
SITE PLAN
C4 of 10
GRADING AND UTILITY PLAN
C5 of 10
UTILITY PROFILES
C6 of 10
LANDSCAPE PLAN
C7 of 10
LIGHTING PLAN
CS of 10
DETAILS
D1 of 10
STORM DRAINAGE AREA MAP
D2 of 10
SWM DRAINAGE AREA MAP
LEGEND
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-4. Fire Hydrant
--Sint-
Existing Contour
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-500-
Proposed Contour
--W/E-- Existing Waterline
W. -- f-. T;,
Existing Sanitary
--0/E-- Overhead Electric
Bei
AT rs Dr.
reenliel
/ Power Pole
ped G
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G °rden
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Existing Concrete Sidewalk
^� Prop. Light Pole
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Slopes 25% or Greater
4- Limits of Demolition
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BPD Backflow Prevention Device
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VICINITY
MAP
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SCALE: 1" = 1,000'
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LEGEND
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-4. Fire Hydrant
--Sint-
Existing Contour
B Benchmark
-500-
Proposed Contour
--W/E-- Existing Waterline
W. -- f-. T;,
Existing Sanitary
--0/E-- Overhead Electric
BUILDING OFFICIAL
/ Power Pole
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0 Exist Light Pole
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Existing Concrete Sidewalk
^� Prop. Light Pole
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Slopes 25% or Greater
4- Limits of Demolition
--o--c-
Tree Protection Fencing
BPD Backflow Prevention Device
- 7.76
APPROVALS DATE
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CURRENT DEVELOPMENT PLANNER
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CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
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FIRE OFFICIAL
ARCHITECTUAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORTATION
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TMP 45-102 I \
GEOFFREY D. & DENISE B. T.M. 45-105
XILMER I BEARWOOD PROPERTIES, L.L.C.
D.B. 1012-455 D.B. 1870-119
D.B. 1886-91 PLAT I D.B. 1005-225 PLAT \
D.B. 1005-225 PLAT I ZONED HC
ZONED C-1 I USE: WAREHOUSE/STORAGE
USE: RETAIL I \
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PARCEL PLAN SCALE: 1" = 40'
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE: PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3, EROSION AND SILITATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE: CHANNEL.
7. ALL TRAFFIC CONITROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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Lic. No. 30542
D.B. 297-544 PLAT
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D.B. 904-627, 631
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TMP 45-102 I \
GEOFFREY D. & DENISE B. T.M. 45-105
XILMER I BEARWOOD PROPERTIES, L.L.C.
D.B. 1012-455 D.B. 1870-119
D.B. 1886-91 PLAT I D.B. 1005-225 PLAT \
D.B. 1005-225 PLAT I ZONED HC
ZONED C-1 I USE: WAREHOUSE/STORAGE
USE: RETAIL I \
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I 40 0 40 \ 80 120
PARCEL PLAN SCALE: 1" = 40'
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE: PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3, EROSION AND SILITATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE: CHANNEL.
7. ALL TRAFFIC CONITROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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STATE ROUTE 631 (75')-W. RIO ROAD
HWY. P.B. XII -172 & 173
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Lic. No. 30542
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PATE: March 19, 2009
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I! I I I I I i - - � � all slopes steeper than 3. Filterrp—F7 >A \ \ z
(Parson's Juniper or equivalent) Top=487.8 ., -°
REDI—ROCK RETAINING WALL \
NATURAL COLOR
BRICK SCREENING MAX HEIGHT 6' \ \ 1 - \
i I _ AND RETAINING WALL \ 4EI \ \ q 4a
BRICK RETAINING WALL \ \ \ 1 STR• 7
I I I I MAX HEIGHT 6'
I I I I I I \ \ \ \ \ \ \ \ \\ \\ 1 \ 1 8
\87'
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I I I I k � � � FFE: 526:98' I \ \ , 1 �'. 1 S
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FFE: \509.7¢' I 1 a w
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I I I t 'I I I i/ s 4809 ft I
OBUIMG q. ft (szo_ // / // J/ LL 4365 Sq. ft i
I I A a l - - — — - Lt. 94300 sq. i / TOt01: 917 sq. tlH I _ ! \ _
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r-4 �I z \ $ \ ° / TotDl _17,211 sq.\1� / / W-Filterra-F4 / / I I 1 \ \ ! 1 TR -1 z
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C4 Co i FFE: 50175'
LLE: 4 3.09'
6 x6 —Filtea—F4,B
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1 ;, I ,� I �' I '• I LLE: 512.98'
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I a I I NE* 4• FlRE
PROTECTION UNE
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92' a ?2, I V A
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wa uig�tdiYh'615— .� -. ��REDI-ROCK/RETA \ r-
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I i Top 513.99 2d SANITARY SEWER ESMT. 6'x6' t~i
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13 K RETAINING WALL Top=496.6 \ o
i { 514.99 _ _ _ _ Existing Manhole o:
MAX EIGHT 4' r -- --
1 20' TEMPORARY GRADING EASEMENT To -491-68
_ \ a
3'ACESSWALKAY -----
( PROJECT N0: 60710
DEAWG NO:
EXISTING BUILDING ( General Utility Notes:
"PHOTOWORKS` I 1. Filterra top elevations are given at center of structure/top face of curb. C4
20 0 20 \ 40 60 SHEET NO.
it I I I I I I 4 OF 10
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I! I I I I I i - - � � all slopes steeper than 3. Filterrp—F7 >A \ \ z
(Parson's Juniper or equivalent) Top=487.8 ., -°
REDI—ROCK RETAINING WALL \
NATURAL COLOR
BRICK SCREENING MAX HEIGHT 6' \ \ 1 - \
i I _ AND RETAINING WALL \ 4EI \ \ q 4a
BRICK RETAINING WALL \ \ \ 1 STR• 7
I I I I MAX HEIGHT 6'
I I I I I I \ \ \ \ \ \ \ \ \\ \\ 1 \ 1 8
\87'
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pi I
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I I t4M I !I I "i /: / \ ` 1 1 1 \1 (fl-fl=18.00')1 i i 9 Eley, 8
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I I n « `
I ^ 4 / i I \ \ 82.43 z
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I I I t 'I I I i/ s 4809 ft I
OBUIMG q. ft (szo_ // / // J/ LL 4365 Sq. ft i
I I A a l - - — — - Lt. 94300 sq. i / TOt01: 917 sq. tlH I _ ! \ _
/ �. / o
r-4 �I z \ $ \ ° / TotDl _17,211 sq.\1� / / W-Filterra-F4 / / I I 1 \ \ ! 1 TR -1 z
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LLE: 4 3.09'
6 x6 —Filtea—F4,B
x OT` Top=.
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AFS84�> .64' Provide ground cover for C—N OFFE: 525 -I
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1 ;, I ,� I �' I '• I LLE: 512.98'
Nt144•TFIRE
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Fit iVOTEC10N WNJuiper or equivalent) �Wa+
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{ zl I I I I IFilterrd—F6 \ F�
I a I I NE* 4• FlRE
PROTECTION UNE
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wa uig�tdiYh'615— .� -. ��REDI-ROCK/RETA \ r-
! _ _ ¢ / p/ NATURAL DOLOR
I i Top 513.99 2d SANITARY SEWER ESMT. 6'x6' t~i
-/"------------- ------ D.B. 1270-706, 709 PLAT filter - 0 - w
�.� "---"--- I Raise top 1' to F ra F3 MAX HEI HT 8' �
13 K RETAINING WALL Top=496.6 \ o
i { 514.99 _ _ _ _ Existing Manhole o:
MAX EIGHT 4' r -- --
1 20' TEMPORARY GRADING EASEMENT To -491-68
_ \ a
3'ACESSWALKAY -----
( PROJECT N0: 60710
DEAWG NO:
EXISTING BUILDING ( General Utility Notes:
"PHOTOWORKS` I 1. Filterra top elevations are given at center of structure/top face of curb. C4
20 0 20 \ 40 60 SHEET NO.
it I I I I I I 4 OF 10
SCALE: 1" = 20' DATE: March 19, 2009
KEY QTY,
50TANICAL NAME
PLANT LIST
COMMON NAME
CAL.
t1El6tfT REMARKS
CANOPY
AREA (5F)
AREA TOTAL
(5F)
5HADETREE5
10
Liquidambar st ocifluo "Rotundiloba"
Rotundiloba" Sweet um
2.5"
206
2.060
LS
OR 5
Quercus rubra
Northern Red Oak
3.5"
424
2,120
UP 10
Ulmus arvifolio "Atlee"
"Atlee" Elm
2.5"
366
3,660
ORNAMENTAL TREES1
9 Amelanchier x grandifloro
"Autumn Brilliance" Service Berry
6'-8' Multi Stem
130
170
AC
SP 4
Stewartio pseudocamellio
Japanese Stewarlia
6'-8' -
77
308
CONIFERS
JV 22
Juniperus virginiona
Eastern Red Cedar
V-7'
16
352
CJ 6
Cryptomeria japonica "Black Dragon"
I "Black Dragon" Jo anese Cedar
Y-4'
12
72
TO 4
Thule occidentolis "Techny"
"Techn "Arborvitae
5'-6•
10-
40
5FOADLEAFEVERGREEN5
"Confetti"
24°
N/A
N/A
AG 27
Abelia x grandiflora Confetti
Abelia
AGLR 42
Abelia x grandifloro Little Richard
"Little Richard" Ab He
24
N/A
N/A
IXDL 4
Ilex x Dragon Lady
"Bra on Lad " Holl
6'-T
19
76
IXL 1
Ilex x "liberty
"Libert " Holl
6' T
19
19
D(CB 1
Ilex x meserveae China Boy.
"China Be ". Holl
24" 30°
23
23
IXCG 3
Ilex x meserveae "China Girl"
"China Girl" Holl
24"-30"
23
69
.
MC 36
Myrica cerifero
Southern Wax Myrtle
24"-30"
44
1,584
OS3
Osmanthus heterophyllus Goshiki
"Goshiki" Holly osmonthus
4'-5'
36
108
OSG 3
Osmanthus heterophyflus Gulftide
°Gulflide" Holly Osmanthus
1
4'-5.
36 -
108
PL 85
Prunus lourocerasus Otto Luyken
"Otto Lu en" Laurel
24"-30"
N/A
N/A
TOTAL (SF)
11769
NOTE:
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.
cesapaAroam.ra
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9.
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+ptmi¢ed areFPa¢val
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pra, a Mryr tm alWlb•anYewed m m elnmtln Mao H uaad,ipmd aw¢wanmq I,w,hivtwHl msoey teadaa tmv.
it. L4oY:
❑ Prote,dvefu,mF shalhlhe WidNmf tam¢+vd dadeF av B¢N,am,O.
Il. Dam•enjTnm
❑ Dwapd,nx+bellbe--dimmrdianl,b)'P¢Mvd. aatlmatlro waammtlE¢are,ammmded Eyatae rye,btiu.
NOTE: n Is TREE DEVELOPERS RESPONSIBILITY TO COMER WITH TRE COKMA 7FORON TREE CONSERVATION
RE000EMNTS,
OUTER SIGNATURE tDATfi)
CONT Wrw_
Wap{rp.taa
RD FENCE
CE
NOTES:
1. Contractor to install plastic fencing with wooden posts
set three (3) feet on center. Fencing shall be placed as
close to drip line as possible.
1 TREE PROTECTION FENCING DETAIL
CIL NOT TO SCALE
- o -SE
If R--
LANDSCAPE NOTES
LANDSCAPING CANOPY REQUIRED: 10% OF TOTAL SITE STREET TREES: E
0.
Required: 185LF/50LF = 4 Trees C 0 H
Total Site Area = 109,771 SF (2.52 Acres) Provided: (5) Trees / E �y
109,771 SF * .10 = 10,977 SF Required — d li
INTERIOR LANDSCAPING: / 0 Q
LANDSCAPING CANOPY PROVIDED:_ Required: 1 Tree Per 110 Parking Spaces °
Existing Canopy = 1,783 SF*1.25 = 2,229 SF 133/10 = 141 Trees
New Canopy = 11,769 SF Provided: 16 Trees i \
Total Canopy Provided = 13,998 SF Area Required: 5% of Total Parking Area
Not Including Trees on the North Side of the 0.05*414,419 SF = 2,221 SF
Existing Stream) Area Provided: = 6.412 SFfea Pac�r`4
cj
� � 1 11 11 EpLTH OF
TIM Y RAY MILLER'!:
Lic. No. 30542
.+�E•SS/ANAL
\\ \ w
�z
\ zo F• Z
_ — — Tree Protection
Fence \I \ W
Etiati, 12" Pine Tree Protectlon
( To Remain Fence \ Z
EtieV1, ,5'
Remain FFtwra
REDI-ROCK RETAINING WALL (2) LS (3) JV DETAILS ON
RAL /
6- BRICK SCREENING NATUCOLOR EXISTING TREES
AND RETAINING WALL NAx HEIGHT 8' \ ; \\ \ \ OF STREAMN NOUN SIDE ON / W cel
T Etalin B" Ha1N RRICK RETAINING WAW
12' PLANnNa Tree Pratactian To Ramvin MAK HEIGHT 6' \ (it) JV \ \ \ ; STR \ \ \ - '•\ SHEET C2 w
S I F*nn (5) ,N (2)170 (�. °sc \ \ \ \ \\ \ \\ \
(66) PL I IXL (3)i\p5 3' AccEss \ \ \ \ \
1 x \ \ \ 1 \\\ TREEUNE /
BOO REMAIN) /
t I \
\ \ \ Mp le T Remal \
(5) OR 0 _ X (6) W/I \\I\ \ \\\ \\ \\ \ \\\ I\ 1 '' ( \1 l \ // 'iO'.'
\
(4) SP / / \ \ UP \ w /
(e) FFE: 526:118' e) LIT
t. FFE: \508J@' I 1 I 1
X Manhole
(III UPF
Top 481.43
�• J Y) AGLR II // /' I -..1 l 43
E-
01 LV O ^
`1 / / /• / �\ !Bat. k I I t - :-a\ l (2) _.eon W
(s) AG dllGIIB A szo Com]
- 0 ba; I / UL: 8891 A. ft C— , , \ \ .
—1Y:84S0 sq. "Q / y< / / LL+4785
�' \ 1 b✓ Told: 17,211 sq.\ft,/ l ll T6ld: 91770!1q.
'S _F1la4ma—F4 I 1\ e '- \\\ _1 L O z a
_ / ; '• , • // / ''FfE: 501.75
1 I / v�• tE-FlIlehO-F(B / •�../ . UL 493.09'
-510.4
WMW
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I \ / —_—_ •v.. / // 'To Rem M 0 S
{-------- J -------------- (_ i Top m 615.99 EEO' SANITARY SEWER EMT.. .—.' �.
_ ss i RE01-ROCK ETAININp WALL \
- -----------H--- ----------- Rohm tap 1' D.B. 1270-7ae, TOY PUT (J6) MfAtan"F3 M%UH�E HT ,R
BMAICK HEIGNTNI G WAL[��14_99 _ _ _ _ _ _ — — Tap -496.6 Use aManhoM /
3' ACCESS WALKWAY' 20 lTP9RAR'fTEA QRADp — _ _ T 1.69: \t PROJECT' NO: 80710
— — — --/ DRAIDNG NIB:
30 0 30 60 90 C V
SCALE: 1" = 30' v
SHEET NO;
6OF10
PATE. March 19, 2009
WALL MOUNTED FIXTURE
Wall up/downllght luminaires
a •
BEGA Product➢:
Units Avg Mem Min
Project:
mwslllg: anis piece die teal aUmnum elpplled With unMrt el
Voltage:
g
rownarq bMa, mr areal aeaormenlbBABA 62awlagbmr,
A MUd•FCMan' Van slave Nle nothing Mtn omdnV IrMod
Color:
(a roaledl war rgainean.
rnetaWM: Tempemd caw Show. 44d retained reed by me Mece dimP
Options:
Modified:
cam alnmtnun map bels tame an bclae, wan M app- secured by
D)escription
meal screwsaf Amromygasoalea IoBda. Ne ms 1uK
A
danlera
duel eemlKaculw mtleel nyiwm. FWyguketstl for aewnw tall
Sy
33400
cormlw Whig exuded shown Mbber-u<tanror.
SMR423MA
VW, al: Lamslatlwa Madam sae pad9100 Wal nickel plead
B
oxaw wlewanel wpplad TlRl heat nigh taelperatun land.
33400
A ilibwln 120V Only.
F1N9n: Ttaea Iumineires mosibiblein Memaldrd BEGA 001019:
SMR 404MA
Back ISM): Waco (WHT); BRi¢e (Wit); SING (SLVI; Eroeoan• (UNO).
BS
To weeny. adtl agpr ono Bulla to catalog nrnbw. For CMPIeW
33400
dm pam or BEGA Winning oracles. 1mw to amNcm anagram
SMR404MA-SMRGS
,,gen a, and or catling. Custom Doan supplktl on w acul order.
2
V.L. Iaag. aueeble to eel "one. Prowpipn clove: IF SG
BACK -BACK
Well granted Iffmar"Win My
• �� snalaell ahga mlrNartm ggd
B b � [me rata ApRlim ng cif
Ba oM alumh1111 on. ceapy
' wdwepbeme.
FLI amdtred aluminum double
A C nREma NRhelw ielllpaed
gone. U.L. Haled sho ted kir Mel
-�- acmana.IPGS.
/• Odom Shnmd BEGA thMhes.
t.arrp Lumen A B C
Nis wail 1 13Bw T1a86D 2500 6'A 6% B'h
591 emalgpenlngwangtaraaded
BEGAAIS1000BE(3AWay,Cwpmtads,CAWA13 (P)GO&Ill"HOM IFIBo5eaa66112
4ccgnajn9EGMUS1 N.ww
SiteMaster Roadway Series
Horizontal Lamp Cutoff Lurnlnalre
APPLICATIONS 7 m
• Bulking Perimeters. Parks. Recreation Arms, Parking Areas,
Roadways. Outdoor Sales Areas, Spat Courts, Outdoors
CONSTRUCTION 6
• Recision die-cast aluminum housing.
• One-piece NIM gasketed do -cast aluminum kens frame.
• Consumtion and gosketing prohibit dust, moisture, anti bug
d'I
• Tooul s entry into housing9amp chamber xis dOorAans �.a'+3+'.~• , l s� '.
home letch
• Corgaim nsamnt our oplex N Bronze polyester powder .
coated Main.
• Optional desigrearShshors Bailable. Seo Imide tack cover 160 to 400 Watt lMA) Metal HaMe
or Exal-he catalog. 100 to 400 Watt (LX) High Pressure SGcIWY1
ELECTRICAL
Poroeleh spring-loaded 4KV pulse rated soclket-mogul
bele.
• HPF CWA bales. lsa, �alale3 ,
• Eleaded components mounted to hingad fallow tray 1A7em 4
• Staging temperature: LX(HPS)-40' FI -40' C.
• Pulse slap tiompalibla. See chert in the Energy Solving can
Products section. �
OPTICS ra�a w-
• Orre-piece hydmlonned wlodwd aluminum relkckx. ate a'e0A
Type 4 raft= k[orptiates segmented Inserts. x»
• 40DW MA Typas 2 and a optics require reduced amr r
it
NOLEItrE
Mcketed am s .11• law,
OUNTING x7lmx .s.1•Factory imrlled de -ensu aluminum arm. lesan y 41 n ,a1• lase
Arm contains integral Wrhglsplee chamber via skke =sas.
Key max design pr aides we person installation and lording.
Herds -Ina wing.
WARRANTY/LISTINGS �1ma��epp prmgTwpare
• UL ISM listed /arwat locations. EPA . IA IHIA
• Published free yew li sed warranty
OPTIOnS 3 AcCESSOBEB-SEE END OF THIS SECTION.
PRMMEmrg-SEE WVFRSE SIDE. aLYLA
ORDERING GUIDE EXAMPLE: SMR164MA-1 V
sma ls/ sm, mevaf 4- _.._�.. !•211
17.76rilmyuxm i eM oraxeeeda. ISDN
B41saEierema
oMmirr2N1 1-390
W
f�fw
IedCCIEp'U23.61 • LX 412
fNncam33.6) 3 Prmdud lnmMaluna iWfld
aN6hamETi3.m E Index allow
u�oarmEnEF
�Avw�»arc lerow yr 1.wF 5 aeraaw
Luminaire Schedule
ColcType
Units Avg Mem Min
Avg/Min
Max/Min
Paved Area FC at Grade
Symbol Qty
Label
Arrangement
Lumens
LLF
D)escription
3
A
SINGLE
33400
1.000
SMR423MA
1
B
SINGLE
33400
1.000
SMR 404MA
2
BS
I SINGLE
33400
1.000
SMR404MA-SMRGS
° 3 93.2
2
A2
BACK -BACK
33400
1.000
2SMR403MA
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE - -,
Numeric Summary
Label
ColcType
Units Avg Mem Min
Avg/Min
Max/Min
Paved Area FC at Grade
Illuminance
Fc 2.64
15.'.9 0.0
N.A.
N.A.
FC Beyond Property Line
I Illuminance
Fc 0.02
0.4 0.0
N. A.
N.A.
°. 4,ra 9 ! ri (', n 91.1) �n
i`.
0.11 4[ �„ "0 �)U g.o �U.0 ori
ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE. - -- - - `• -
FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE USIE ONLY. - - - �' �'J, o.(' ` 9a 0 41 �I �'' •
VALUES DO NOT INCLUDE SUPPLEMENTAL LIGHT FROM ADJACENT STREETS OR P)ROPERTIES.
ALL SMR SERIES LAMPS ARE FULL HORIZONTAL CUTOFF.JJ)
ALL POLES & FIXTURES ARE TO BE DARK BRONZE IN COLOR. - 1
NOTE: 1 , ( 5-
°'a1
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 4I. 9ijl
minimally and only to support the overall health of the plant. /
4,1. /
- - -- - - 1., �' 9°. [' ul��i I ` \ ` li•l; tel i1_:', 9,.0 /
q v q o v q
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b,a T.o �. ° /
WALL MOUNTED •7 1.5 92.2 .4 4.3 ° , °
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9 � FIXNRE (TYP.)
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��pLTN OF
TIM Y RAY MILLER>
Lic. No. 30542
L A -72 o' c?"i
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PROJECT NO: 60710
DRAWING N0:
C7
SHEEP N0.
7 OF 10
PATE: March 19, 2009
J
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Lic. No. 30542
L A -72 o' c?"i
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PROJECT NO: 60710
DRAWING N0:
C7
SHEEP N0.
7 OF 10
PATE: March 19, 2009
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
18 STONE
+ STABLE SOIL ROCK
• SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTABL
SOIL
INITIAL BACKFILL41m,8" 8"
MIN MIN #68 STONE
TONE
\
ZSTABLE SOIL OR ROCK'
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER PIPE
3 INSTALLATION & BEDDING
CB NOT TO SCALE
TYPE •K•
SOFT COPPER
1lEl
3{4•x
NOTE:
NO SWEATED FTITINCS
(F m ONLY)
DUAL SERVICE
3/4• TYPE •K"
SOR COPPER
SINGLE SERVICE
NOTE'
1)) SADDLES SHALL BE USED ON PVC PIPE.
2) THE SERVICE LATERAL SHALL BE THE SAME
SIZE AS THE COPPERSETTER, EXCEPT AS NOTED
MOVE OR UNLESS OTHERWISE APPROVED.
1/4 BEND COUPLING
MUELLER NO. N-15069 ((3/4". 1") LOCKWING
N0. H-15058 (1 1/2', 2•) �
FORD NO. L02 -M (3/4i
NO. L02-44 , >
NO. L02-68 1 1/27 38' MIN.
NO. L02-77 2")
OR MPROVEO EOUAL
VARIABLE WIDTH
-CLASS A-3 CONC
/ SLOPE: 1/4" : 1° (MAX) !
µ
-
)�L`1 (,C ,STC (.:
VDOT 21A - COMPACTED SUBGRADE
95% COMPACTED
r2 \ Twical Sidewalk Cross Section
NOT TO SCALE
PLACE 5' GALV. " WITNESS " POST PAINTED
BLUE TO INDICATE. VALVE LOCATION AS
o DIRECTED. MARKER LOCATION MAY BE SUBJECT
d. TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE -�
ADJUSTABLE VALVE BOX W/ LID
0
I
BINGHAM & TAYLOR FIG. NO. 4905
7K/__(SCREW TYPE) OR APPROVED EQUAL
WATER
2500 P.S.I.
CONCRETE
THRUST BLOCK
ei
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
4 TYPICAL GATE VALVE
C8 NOT TO SCALE
NOTE: HYDRANT MUST BE
EQUIPPED ITH
KENNEDY GUARDIAN (K -81A) MLLE THREADS WHICH CHARLOS E5-
Qj Q MUELLER CENTURION (A-423) THE. LOCAL STANDARD.
1 OR APPROVED EQUAL
LENGTH OF BRANCH VARIES
6' MIN - 2' TO 10'
rn\
CAST IRON UD
WISHED GRADE
BROOKS 2200 SERIES BOX WIM
EXTENSION OR APPROVED EOUAL
IN UNPAVED MFRS
COPPERSETTER (PLACED ON STONE)
FORD V Z (5/8"x3/4•)
w 4 (I•)
OR MPROVED EQUAL
I'METER
4•STONE BRICK AS
BEDDING NECESSARY
CORPORATION STOP (3/4•. 1•, 1 1/2•. 2')
MUELLER NO. H-15000
FORD W. F-800. OR
APPROVED EQuu r TYPICAL SERVICE LATERAL INSTALLATION
C8 NOT TO SCALE
7 CU. FT.
GRAVEL -
6" GATE
VALVE
8" X 6"
TEE
2500 P.S.I. CONCRETE - -
BASE AND THRUST
BLOCK AGAINST �, „
UNDISTURBED STABLE
SIL' STEEL PILE
3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WH MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
R IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
S TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
C8 NOT TO SCALE
18"
FOR ALL BENDS
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
NG AS
JIRED
SECTION 1-1
SECTION 2-2
WIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
-L-F
CU.YD.
BEND
L
H
T
-L-F
H
T
90
- 2.50
2.50
3.01
0.24
4"" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1/2
1.50
2.00
2.52
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
45
2.66
2.66
2.77
0.26
8"
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10"' & 12
45
3.33
3.58
2.95
0.43
3.83
4.00
:2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
1 2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZEE, DEAD ENDS AND AT VALVES.
2. USEE 2500 P.S.I. CONCRETE.
3. N0, CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALLL THRUST BLOCKS.
5 CONCRETE THRUST BLOCK DETAIL
C'8 NOT TO SCALE
-COVER LIFT NOTCH
14I/22"
12 3/8'
121/22
---�-I
I
WATER
CAST IRON LID
18" METER BOX
6" EXTENSION
PIPE SLOT BROOKS
(2 PLACES) 2200 SERIES
(5/8"-1" METERS)
NOTES:
(1) UNPAVED AREAS (PREFERRED) LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED) EQUAL.
(2) PAVED AREAS (ALTERNATE LCOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-8
OR APPROVED EQUAL. USE 6'." OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24
(3) FOR TOUCH READ METERS Al 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
9 TYPHCAL METER BOX
C8 NOT TO SCALE
GENERAL WATER & SEWER
CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY -
SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE
FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START
OF THE WORK..
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE
CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES
AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST
RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS
ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
WATER LINES.
7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO ACSA.
9. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE. EXTENSION OF THE LINE.
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
2"
BRANCH
FLEXIBLE CONNECTION -/ NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT
0
INSTALLED
r� TYPICAL MANHOLE PLAN SHOWING
U \ BRANCH TIE-IN
CB - _...__--------------
NOT TO SCALE
-- �� ( 1" DIA HOLES
ONN 3/4" (8 32 3/4" (834mm) DIA
BOLT CIRCLE.
® �\ 0 1 6"
East Jordan Iron [3mm]
Works 00104316 \\
0 O
3 7/16"
[87mm]
3
[83rnmm]
3/16"
[5mm]
V
3 1 /4"
[83mm]
1/4" (6mm) DIA
NEOPRENE GASKET
_j N �
tif QA3��
C Q
ti S0f01
C
G �y6�Y0
C 0 'A "u
0 N N
C
EN�Q
O
c
'8'8... p` r•
yp s44
p$r L T H Op `i
TIM Y RAY MILLER'
Uc. No. 30542
z
O 04
- 2" (51mm) LETTERS
(RECESSED FLUSH)
,7"
a z
E-' N O
(2) CLOSED W C-)
PICKHOLES a
\\\ 3/16" p W 1
Q � �I
Q
W
E
U
a a
(2) CORED � F"
PICKBARS Z
1 1/8" (29mm) DIA BOSS �' Q
Uu
F O J
FW+y F-
0
w
O
3/16" a p
7/8. I [SmmJ
(22mm] PROJECT N0: 60710
3"
[76mm] _� DRAWING N0:
"4=r2 7/8" 3/8"
I_- 3 9/16" _I [73mm] [10mm] ^ ^
I� [90mm].��l 1/16" 3 1/8" DIA /V ]V{
4 1/2" [2mm] - [79mm]
[114mm] O.D. OF GASKET GROOVE
FRAME SECTION SECTION SHEET No:
O TYPICAL MANHOLE FRAME & COVER BOF 10
i 0
C8 NOT TO SCALE DAM., March 19, 2009
LD -229 Storm Drain Design Computations
E
z
0.1
Z
d
A
Route: Rio Road
Pro': Dennis Enterprises
County AlbemadeDistrict_
Description: Pipe Calculations
- -
-
5
-
_
--
-
C/]
Z
z
Z
From
Point
1
STR-6
STR-5
To Point
2
STR-5
STR-4
Catch
A
(ac)
3
0.32
0.00
Runoff
Coef
4
0.83
0.00
Inc jAccum
AC
5
0.27
0.00
AC
6
0.27
0.27
Tot
Tc
(min)
7
5.00
5.07
Tot
Int
(in/hr)
8
6.81
6.79
Tot
Flow
(cfs)
9
1.841
1.801
Up
Inv
EI
10
517.30
512.00
Dn
Inv
EI
11
512.20
501.00
Pipe
Len
(ft)
12
53
146
Inv
S
%
13
9.6
7.5
Pipe
Dim
(in)
14
15
15
Pipe
Cap
(cfs)
15
26
23.00
Velocity
(ft/s)
16
12.7
11.7
Flow time
Inc
(min)
17
0.07
0.21
�
Z
aZ
la
STRIA
TR -4
0.34
0.87
0.30
0.30
5.07
6.79
2.01
504.30
501.301
76
3.9
15
16.581
9.4
0.13
0
z
.'
E�
ZE
E/D
w
-§T-R-- 4
STR-3
STR-3
ST 2
0.32
02 0.45
0.85
0.80
0.27
0.36
0.83
1.19
5.28
5.42
6.73
6.69
5.61
7.99
496.10
490.10
490.30
486.00
77
43.50
7.5
9.4
15
15
23
25.75
15.7
18.6
0.08
0.04
a
�
a
z
Z
STR-7
6' CMP
0.46
0.78
0.36
__U.36
5.00
6.81
2.44
482.70
481.70
83.00
1.2
15
9.19
6.4
0.22
rx
A
STR-2
STR-1-OU
0.00
0.00
0.00
1.55
5.73
6.61
10.25
481.00
480.00
71.0
1.4
24
26.77
8.00
0.15
21 STORM DRAIN DESIGN COMPUTATIONS STORM INLET COMPUTATIONS_
D1 D1
F nv
TMP 45-100A Top=rQ-F7 TMP 45-173
REDI-ROCK RETAINING WALL 'i Top=487.8 � � N \ \ \ \ � PRESTON 0.
JOHN T. GREEN 6' BRICK SCREENING NATURAL COLO)R; \ STALLINCS
p AND RETAINING WALL MAX HEIGHT 6i `_-gg ''� \ \� D.B. 710-182
D.B. 1292-1 J 1 BRICK RETAINING WALL \ V A V 1 I T \ •V A \ ZONED R-6
a MAX HEIGHT 6'
, ; I PLAT D.B. 297-544 � \ _. ---_- __ \ \ `\ \ \ \ \ � \ \ \ sE: MOBILE xoMi
ZONED C-11 1 �AccEss AL .5 \ \\ \\ I \ PARK /
1 N \
USE: VACANT
SMP 4 -94
7 C. I 1 ' w �• v /
C�jw // i/ \1 • \\ \\ \ \ \ rn 1 1 \
iI �SE: A T DEAL RS IPS- 1 a v
k FFE.26'98' . \ 5T-� v
<' 5T -G /- LLEiIJ14.32' ^ ` A �v DA=0.46 Ac x A�
\ DA=0.32 Ac -(fI 2.66')
s \ Q
F /
�
. c=0.78
\ I ��E: Tc=5.0 mm _+ I
I / =5.0 min ° 5T-4
I I 1 �• 11 Yfl-f 90' EI \
t
M/ I / • 5T -4A DA=0..32 Ac a \
TTooi-9481 431e
DA=0.34 Ac \ ° Raise top 1' t
c=0.87 Tc=5.(O mm o ` 2.43
Tc=5.0 mm / �'v eul�dir�I`
/ UL 88 rs2o_ UL=48 sd. ft a \
- UL: 88 q. ft LL 43 q. ft I e \ EXISTING
qq \ ' STREAM
Total: sq� / Tofal: Sq. ft(
/ - - ..� / �x6 -F' rra-F4
-......
/ o EC -1
_ - r / 1 4�pOP� 0- -4A FF E: .75'
o - w x6 - errs--F4� / ° LLE: 09'
ell '0 / i ----- 00� Top�i� // / / ��� �� (fl -Fl 66')) / A
-� ---
BENCHMARK: ^ I / /
°
A710N=528.42 , r i / / / / / ° .�. ' as '•'`
/ FFE: 45.64' �• / / a
�ti cx
. I I LLE: W.98X6' N FlRE
• ' 6'x6' ° (fl -f .66') r ° / Fil . / , 11ON ONE $
'I Filterrd7-1`6 I _ _ , 0p=5963 / TMP 45-94B
CMA PROPERTIES
1 ,
5T'3 o NEW 4 ION \
� �� \ \ � PR01EC110N LINE
-2 =. / '
v , wavy v INC.
- .45 Ac
A
<>
DA 0 - v
4 \ --
2Cb
-� 1r -�
STR- I D.B. 904 627, 631 / z� \
_46_MOPE / a I
\� PLAT
Tc=5.0min
+ g• WA
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--- _ -�- / � USE: AUTO
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T- -
II \\\ •� � / / I � \ � I '" - TI a \\
.Top efr-95�131flfdli" 20' SANITARY SEWER ESMT. 6x6'
\ / / D.B. 1270-706, 709 PLAT / o'��/ NURAOCK LORAINING WALL
Raise top 1' to
/ J RETAINING WAL _514_99 Top=ra-F3 'Y' MAX HEI
8'
Top=496.6 / \
/ .-■-■- ■ X`HEIGHT 4' Existing Manhole
\ / I 3' AC ESS WALK AY I �•ff � %OJ 20' TEMPORARY GRADING EASEMENT Tof491_68 -J �
BEARWOOD PROPERTIES, L.L.C.
TMP 45-102
I D.B. 1870-119 \
GEOFFREY D' j- DENISE 3 STORM DRAINAGE AREA MAP FOR INLETS
' /Vj ; D.B. 1005-225 PLAT' � _--------- ---- _
B KIL 'ER! EXISTING BUILDING ZONED HC 20 o zo 4o so
f D 1 SCALE 1"-20'
! "PHOTOWORKS" 1 SCALE: V _ 20'
D.B. 101 -455 I USE: WAREHOUSE/STOMAGE \
USE: RE AIL
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21 STORM DRAIN DESIGN COMPUTATIONS STORM INLET COMPUTATIONS_
D1 D1
F nv
TMP 45-100A Top=rQ-F7 TMP 45-173
REDI-ROCK RETAINING WALL 'i Top=487.8 � � N \ \ \ \ � PRESTON 0.
JOHN T. GREEN 6' BRICK SCREENING NATURAL COLO)R; \ STALLINCS
p AND RETAINING WALL MAX HEIGHT 6i `_-gg ''� \ \� D.B. 710-182
D.B. 1292-1 J 1 BRICK RETAINING WALL \ V A V 1 I T \ •V A \ ZONED R-6
a MAX HEIGHT 6'
, ; I PLAT D.B. 297-544 � \ _. ---_- __ \ \ `\ \ \ \ \ � \ \ \ sE: MOBILE xoMi
ZONED C-11 1 �AccEss AL .5 \ \\ \\ I \ PARK /
1 N \
USE: VACANT
SMP 4 -94
7 C. I 1 ' w �• v /
C�jw // i/ \1 • \\ \\ \ \ \ rn 1 1 \
iI �SE: A T DEAL RS IPS- 1 a v
k FFE.26'98' . \ 5T-� v
<' 5T -G /- LLEiIJ14.32' ^ ` A �v DA=0.46 Ac x A�
\ DA=0.32 Ac -(fI 2.66')
s \ Q
F /
�
. c=0.78
\ I ��E: Tc=5.0 mm _+ I
I / =5.0 min ° 5T-4
I I 1 �• 11 Yfl-f 90' EI \
t
M/ I / • 5T -4A DA=0..32 Ac a \
TTooi-9481 431e
DA=0.34 Ac \ ° Raise top 1' t
c=0.87 Tc=5.(O mm o ` 2.43
Tc=5.0 mm / �'v eul�dir�I`
/ UL 88 rs2o_ UL=48 sd. ft a \
- UL: 88 q. ft LL 43 q. ft I e \ EXISTING
qq \ ' STREAM
Total: sq� / Tofal: Sq. ft(
/ - - ..� / �x6 -F' rra-F4
-......
/ o EC -1
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o - w x6 - errs--F4� / ° LLE: 09'
ell '0 / i ----- 00� Top�i� // / / ��� �� (fl -Fl 66')) / A
-� ---
BENCHMARK: ^ I / /
°
A710N=528.42 , r i / / / / / ° .�. ' as '•'`
/ FFE: 45.64' �• / / a
�ti cx
. I I LLE: W.98X6' N FlRE
• ' 6'x6' ° (fl -f .66') r ° / Fil . / , 11ON ONE $
'I Filterrd7-1`6 I _ _ , 0p=5963 / TMP 45-94B
CMA PROPERTIES
1 ,
5T'3 o NEW 4 ION \
� �� \ \ � PR01EC110N LINE
-2 =. / '
v , wavy v INC.
- .45 Ac
A
<>
DA 0 - v
4 \ --
2Cb
-� 1r -�
STR- I D.B. 904 627, 631 / z� \
_46_MOPE / a I
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Tc=5.0min
+ g• WA
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--- _ -�- / � USE: AUTO
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T- -
II \\\ •� � / / I � \ � I '" - TI a \\
.Top efr-95�131flfdli" 20' SANITARY SEWER ESMT. 6x6'
\ / / D.B. 1270-706, 709 PLAT / o'��/ NURAOCK LORAINING WALL
Raise top 1' to
/ J RETAINING WAL _514_99 Top=ra-F3 'Y' MAX HEI
8'
Top=496.6 / \
/ .-■-■- ■ X`HEIGHT 4' Existing Manhole
\ / I 3' AC ESS WALK AY I �•ff � %OJ 20' TEMPORARY GRADING EASEMENT Tof491_68 -J �
BEARWOOD PROPERTIES, L.L.C.
TMP 45-102
I D.B. 1870-119 \
GEOFFREY D' j- DENISE 3 STORM DRAINAGE AREA MAP FOR INLETS
' /Vj ; D.B. 1005-225 PLAT' � _--------- ---- _
B KIL 'ER! EXISTING BUILDING ZONED HC 20 o zo 4o so
f D 1 SCALE 1"-20'
! "PHOTOWORKS" 1 SCALE: V _ 20'
D.B. 101 -455 I USE: WAREHOUSE/STOMAGE \
USE: RE AIL
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FINAL SITE DEVELOPMENT PLAN
VAN DINE PLAZA
TM 45 PARCELS 100, 101, 101B
DB 2130 PAGE 25
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE:
TM 45 PARCELS 100, 101, & 101B
SOURCE OF TITLE:
TM 45 PARCELS 100, 101, 101B: DB 2130 PAGE 25
OWNER/DEVELOPER:
AUTO, LLC.
1389 RICHMOND RD.
CHARLOTTESVILLE, VA 22901
ZONING:
C1 - COMMERCIAL
MAGISTERIAL DISTRICT: RIO
SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY COMPILED FROM PLAT OF RECORD.
SOURCE OF TOPOGRAPHY:
TOPOGRAPHY PROVIDED BY OWNER BY ROGER RAY AND ASSOCIATES DATED 10/18/2003.
TOPOGRAPHY WAS FIELD VERIFIED BY DOMINION DEVELOPMENT RESOURCES IN DEC 2008.
BENCHMARK:TOP OF DROP INLET ON RIO ROAD. ELEV=528.42
BUILDING SETBACKS:
FRONT YARD: 30' ON WEST RIO ROAD
50' ALONG R-6 ZONING
SIDE YARD: NONE
REAR YARD: NONE
PARKING SETBACKS:
FRONT YARD: 10' ON WEST RIO ROAD
20' ALONG R-6 ZONING
SIDE YARD: NONE
REAR YARD: NONE
UNDISTURBED BUFFERS:
20' ALONG R-6 ZONING
MAXIMUM BUILDING HEIGHT: 35'
FLOOR AREA RATIO: 0.24 %
AREA OF IMPERVIOUS COVER: 42,326 SF
EXISTING TREE COVER: 32,150 SF
PROPOSED TREE COVER: 12,170 SF
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
2" - SM 9.5A SURFACE MATERIAL
SIDEWALKS:
4" - #21A AGGREGATE BASE MATERIAL
4" - 3000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSED USE: RETAIL, 26,495 SF GROSS.
MAXIMUM NUMBER OF EMPLOYEES: 70
NUMBER OF STORIES: 2
PARKING SCHEDULE:
REQUIRED:
RETAIL: 80% OF GROSS BUILDING SF = (26,495 ' 0.80) = 21,196 SF
1 SPACE PER 100 SF FOR THE FIRST 5000 NET SF
1 SPACE PER 200 SF FOR THE REMAINING NET SF.
(Net SF -5000)/200) + (5000/100)=Required
(21,196-5000)/200) + (5000/100)=131 Spaces
REQUIRED PARKING: 131 SPACES
PROVIDED PARKING: 131 SPACES
INCLUDING FIVE (5) HANDICAP SPACES
LOADING SPACES:
RETAIL:
1 PER FIRST 8,000 SF OF RETAIL SPACE + 1 PER EACH ADDITIONAL 20,000 SF
REQUIRED: (26,495-8000)/20,000 + 1 = 0.92 + 1 = 1.92
PROVIDED: 2
GENERAL NOTES
1. AREAS OF CRITICAL SLOPES ARE SHOWN ON THE SITE,
2. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE,
3. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
4. TRIPS GENERATED USING ITE'S TRIP GENERATION MANUAL, 7TH EDITION, FOR LAND USE CODE 820
IS 1,332 TRIPS/DAY,
LAND USE SHEDULE
DRAWING INDEX
C1 of 10 COVER SHEET
C2 of 10 DEMO/EXISTING CONDITIONS PLAN
C3 of 10 SITE PLAN
C4 of 10 GRADING AND UTILITY PLAN
C5 of 10 UTILITY PROFILES
C6 of 10 LANDSCAPE PLAN
C7 of 10 LIGHTING PLAN
CS of 10 DETAILS
D1 of 10 STORM DRAINAGE AREA MAP FOR INLETS
D2 of 10 PRE & POST DRAINAGE AREA MAP
PRE DEVELOPMENT
%
POST -DEVELOPMENT
%
BUILDING:
530 SF
0.5
12,795 SF
11.7
PAVED:
1,591 SF
1.4
29,531 SF
26.9
PERVIOUS:
107,650 SF
96.1
67445 SF
61.4
TOTAL:
109,771 SF
100.0
109,771 SF
100.0
DRAWING INDEX
C1 of 10 COVER SHEET
C2 of 10 DEMO/EXISTING CONDITIONS PLAN
C3 of 10 SITE PLAN
C4 of 10 GRADING AND UTILITY PLAN
C5 of 10 UTILITY PROFILES
C6 of 10 LANDSCAPE PLAN
C7 of 10 LIGHTING PLAN
CS of 10 DETAILS
D1 of 10 STORM DRAINAGE AREA MAP FOR INLETS
D2 of 10 PRE & POST DRAINAGE AREA MAP
LEGEND
E�j�°fid
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Fire Hydrant
.,.,..
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Pr
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Proposed Contour
geld
M rs Or.
re�6eld
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--0/E-- Overhead Electric
eP�'f Cir
Cf.
Cordeo
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B�Vr7,
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VICINITY
MAP
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LEGEND
Fire Hydrant
.,.,..
Existing Contour
B Benchmark
-500-
Proposed Contour
--W/E-- Existing Waterline
-W fic
Existing Sanitary
--0/E-- Overhead Electric
BUILDING OFFICIAL
mo
7( Power Pole
New Concrete Sidewalk
K Exist Light Pole
Existing Concrete Sidewalk
.-� Prop. Light Pole
------
E
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;L
Slopes 25% or Greater
4- Limits of Demolition
E
-
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Tree Protection Fencing
BPD Backflow Prevention Device
APPROVALS DATE
CURRENT DEVELOPMENT PLANNER
V/
CURRENT DEVELOPMENT ENGINEER
NEAL N IGHT
ALBEMARLE COUNTY SERVICE AUTHORITY
Lia No. 22402
FIRE OFFICIAL
ARCHITECTUAL REVIEW BOARD
BUILDING OFFICIAL
mo
VIRGINIA DEPARTMENT OF TRANSPORTATION
N
----- TM 45-f00C W.B. 81-232
HELEN 0. LANGFORD
D.B. 1292-123 PLAT
D.B. 297-542,544 PLAT
ZONED C-1
I
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CON9STRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS ANED CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTA\TON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONISTRUCTION.
4. ALL SLOPES AND DUISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALL0)WABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OFR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CrHANNEL.
7. ALL TRAFFIC CONTRROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
S. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FCOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
V/
ANN Q
NEAL N IGHT
Lia No. 22402
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GEOFFREY D. & DENISE B.
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ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CON9STRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS ANED CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTA\TON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONISTRUCTION.
4. ALL SLOPES AND DUISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALL0)WABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OFR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CrHANNEL.
7. ALL TRAFFIC CONTRROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
S. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FCOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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O STATE ROUTE 631 (75')-W. RIO ROAD
Ln HWY. P.B. XII -172 & 173
---_---__--_-_-_-_-_--
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---- -------------------- --- _ - -
----
---- -----1I --------- --- -- -- ----i y
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t`
------ ---- ------
-- - o--- - ---- -- ----- - > r A ____;____ 18_______ __ _______ _________ -
----- -----------_____�____
___ ---- --— --- --_ _ _ y'_______ _ --
- _
----
--- -- ---- .Tm NEAL N. OHT__
Pf 2
- h L�iyc. No. 22402
qloj
slONAL F,�vl
J
z
\ 1 SIGHT DISTANCE No e, Topography on this detail is ACSA 5' contours ,' I
C3 SCALE: 1- = 50
w
x
Z
z 0Z
s� m
I
I I I i I
1:4
I I I I
I I I I y
1 I I REDI-ROCK RETAINING 'WALL g
I I BRICK FACED CMU NA SAFETY RAIL
o
RETAINING WALL 10'X18' NATURAL COLOR
MAX HEIGHT 6' u'
I I W/ SAFETY RAIL cir
Dumpster Pad z
I I I I MAX HEIGHT 6' W/6' Screening 0W 0 0
Brick Wali PHASE c z
3' ACCESS WA "'
I 2' PARKING OVERMAN PHASE II 3R I N Q o $ _
I 1 (73 172 10'X18' I o w
° `CG -2 GUARD RAIL Dumpster 1 0: F E ui
I 1 7 PadW/8'
r Screening I c Z r4 Z v
I 1 ms n
kl I I I I 59.3 3.0'R 12'X25' Brick Wall 1 z O "
s I I I I 7 SPACES ®9'x16 Loading 1
`.0;Q Space 30, m U U
( I I R a 7a 'Q I w
N 9 ca
I I I I FFE: 526.96'3S• IN o 0 p 0
I I LLE: III I III I qooa�lfif l ^ II I 1UU oQ •
514.32' 3 II I1
f
U 8.0' 47.5'
m (fl-fl=12.66') FIFE: 50975' ® No
cv z
V) z.�I 1 ® • Y LLE: LL
M N
C)a N x IG)
z i t ® a �' 3 b I
z e.0 o N z
m
I I ^ I I I I cui ci o .0 v NZ
I I I -6 5 ry e i M a.0' U V7 I F+i
rql z o BUILDING A I LILDING Bq. ft I �"
Y UL• 8891 sq. ft I • r
1 N L=4365 sq. ft I
a u a LL: 8430 sq. ft
8.0'Total: 17,211 sq. ft 1a' 24 i6' ts' a' g3' otal: 9174 sq. ft. I f>~
I I Axl 8.0' 15 I Z
16' 24' 18' 1 E- N O
I I !6 I FFE: 507.75' 1a' 24' i6'
a S
W U a
I w N
II II I II o c ® N
I I 'LE: 493.09'
m (fl—fl=14.66) a a
® w
oZ W
I I i' N 8.0' FFE: 525.64' a N 1 I
5' LLE: 512.98' I e.o'
I I I a (fl-fl=12.66') I I Q
1 I I I i t VDOT GR -2\ w y
GUARD RAIL
En U
I I I I I I I a I a
I I I I o I 5e.3' s Hvnc units ? 24, 3 " o OR z4 �p 30, \ Z
I I I I
I I I I I
m
z0' C o 4.5'R h° s R ® 6p� ,00 \ Q
---Q-- �O NVNI - S.
o ON F I I P - ----- op ---- 0 /\
________________i( N W
f
N 30' Ex. Joint Access Easemen o
I I I DB 1037-527 i
--- ---- OB 1035-465 Plat / PROSECT N0: 60710
o - --
_ _ _ _ _ _N REDI-ROCK/ETYRETAINING WALL \ DRAITDVG N0:
I I v I WITH SAFRAIL
BRICK FACED CMU NATURAL COLOR
1 1 RETAINING WALL _ — — — — — — —
_ MAX H�HT 8' \
W/ SAFETY RAIL 20' TEMPORARY GRADING EASEMENT/
1 I 1 ................---. _.. ..__.. MAX_.. HEIGHT 4'
I 1 I 1 I 3' ACCESS WALKWAY I \ 20 0 20 40 60 SHEET N0:
I I I
I I I I3 OF 10
SCALE: 1" = 20' DATE: March 19, 2009
m
ry I.-W.
k I r MATCHLINE C 11
8>m�
\\\ \ \\
i I e Iw mxemlw \ � � ,a s a a
..- awa> we mwws
a" .m Mrae. wN
I - wre ou w v 1 \ \ \ \ C LLI
ter °Mmx
�musewsn
wr w TSE m.W ewn u wrwm \ \ t i
h
iNm ccw y ia+omsw°""a...p •p
<<'
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT _ \ \ \ •
w nE i r` °co1e'. 1. ALL DAMS AND CONBIRUCIED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONiIENT. ALL FILL 1 \ \ \'\ \ \ I II I II •: H dF
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER A GEOTECHNICAL ENGINEER IS To BE PRESENT DURING a9sTRl1CTION OF
DAMS
wwm[w+x sone rnwnom "eNwcwr `rEaaesm 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORNWAIER MANAGEMENT EACKITIES\\
Nucx rNosnm n wsWnsr t. n wa° risr Y 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACIUhE5; J 2
risWn Nw rnaam n xwcu+ CONVERSION IS NOT TO TAKE PUCE UNTIL THE SITE IS STABIUZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION \� \ , \ 1•I •1 \ i I I O //
CONTROL INSPECTOR. �, \ \ \ I \ ` ( 1 '•` U'-�N. IGHT
Y
DoSIG.MTON t W '" a °uiLLT \ I
°tt h SIZE! w-f \ II✓'- 1 1 t 1` '
r-v 00 as .' sae-ss wro \ � \II \ LIC. No. 22402
iNun°w a Nwxn esr wvr ,WemWn owWaxc •vxuWa x m no .1 i iI \ � �
We4 °T-m-ce oa MT-2
�c aoc % Pe1NNW FLTIItrIUour f1ltEffd \ 1 1 "` \ �SIONAL
tEwR•AN•txxneutunoN ,",,,,,,. I \ t />r \ \
em \ \ t \y z
z
I
w2 N�FILTERRA DETAIL o c4 \ \ \ o
Go
C4 NOT TO SCALE o \ \ \ \ \ uwy
Provide round ovJ • i917p\. 1 \ \ T�t� 1� \
9 � `
all slopes steeper thog \ \ ` " \ \ �. \ \ [/] O
11 (Parson's - qt \ \ \ 1 \ \ \ ` \ \ \ 'Z
t \ \ z
Filterra-F7 -`gyp \ \ \ 1� \ p-' 0
REDI-ROCK RETAINING WALL TO =4187.8 r
BRICK FACED CMU W/ SAFETY RAIL \ \ \
1 REI I-ROCR RETAINING WALL DETAIL WALL TO BE DESIGNED BY RETAINING WALL NATURAL COLOR \ \ \ \ \ MATCHLINE q
OTHERS AND SUBMITTED FOR MAX HEIGHT 6' '
CLE. NOT TO SCALE APPROVAL. W/ SAFETY RAIL \ `\ \ \ \ 1 STR 7
MAX HEIGHT 6'
3' ACCESS A \ t2 \ \ \ \ \ i \
5- - , , � 8r \ \ m
or R \� A\ vv. \\ \V 1 A. v v v z 0
t z 0
_y,1 \ ° \ ` .ARD
I � I I I I J I �s � \ \ \\ \ � 1 1 1 t• �� I `\ I �\ ca � B �
0
I I I I
\ / zw z
I I FFE: 5298' .. 1
1 \ \ �-two 0
I I I I a
LLE-./614.32'
I I 1 I /12°
f q I �' .(fl=f1=12.66') / l i e \ s 1 " I
11 p W V] 3
FFE: 1509.7'
t\ I of �I" o o
fl-fl=18.00 � I T'
I I �tjJ�^I I;,
! / / / // I I ! '$ I Existing Manhole a
Top = 481.43 0 w
Z` S
I �,'�j �'� I `cf 1 li I/ / J y"h / } i I. 1 1 1 '�• I Raisetop1 t Z -
I
' J�
I I / 5ti / BUILDING B I \ ec/ LL
1 7 BUILDING A /
A
I I WWI I 1 i / UL:8891 -W. ft C zG / ' UL=4809 sdd. ft j $ \
_ - - f / / I / LL 4365 sd. ft
x Vit\ / 4�i
- �.t307,211 sq.\f� / / / / I i / / To al: 917 sq. ftl. 1 . 8
rn x24° 25° �. �/ // /✓ STR-4 6'F(fi'-Filterro-F4 O Imo'
4 / A` P A I I EC31 Csr
� ! ! FFE: 501.75
0 I / 24' ! _ _ -- - ' x6-Filte4-F48 LITE: 443.09'
Z
Tap-_540.4 / / 0� �� (fl-flT14.66') / 92
i I
Provide round cover
JENCHMAfM / /' /
LEVATION�528.a2: � , I j I i allslopessteeper than f3:1 E" N �Q
I I / FEE: 525.64' I / / / I' FF I p equivalent)
W
�B•� / Parson's Juniper or e uivalent Z U
i / / I 6'x6' FI�W 4' FK
1 I LLE: 512.98
I 1 16'x Fll - // 4K t
arra-F6 \ 1 46' BEN i - _. _ _ / / p= 596.3 W
\ OT R-�2 ! / O
NEW 4e FlpRNE \ I / i / • a \ Q
PROTE `UNE ! / 1 6'x \ -2
Fe i / / \ l e -F3 \ • \ 32
ISI I I V v 3° _ e- / I 73-iy x �'fob` A � E- F�
jl i En U -
?„„ - so__\• E-''
It I 15NMV I / I i N _ - i . T n L'3.5�_-- I, / / 710 / ! Z
- L_.
s
\I I I I xis mg-wanate- =-- _ G WALL -
----1--- I REDI ROCK/RETAININ W z
-------------------- t Top = 513.99 20" SANITARY SEWER ESMT. /
F�TY �
______-_F--- ----------- Raise top 1' to O.®.1270-706, 709 PLAT / �:,� WITH SAF Y RAIL
B K FACED CM I 514_99 H� 10
RET ING WALL - .- NATURAL COLOR a
(- - isting� M ole MAXT 8
Ex onh X H�
W/ S ETY RAIL I 20' TEMPORAERY GRADING EASEMENT Tom 1.68 PROJECT N0: 60710
I I I I ...._.......-.. _.. �... ........-. MAX HEIGHT 4' I
3' ACC�SS WALKWAY I DRAWING NO:
I I I C4
General Utility Notes:
*4*1
I 1. Filterra top elevations ore given at center of structure/top face of curb.
I EXISTING BUILDING i I 2. Spot elevations are ffnished grade bottom face of curb unless noted otherwise.
I I I Ij f "PHOTOWORKS" I
I I i I 20 0 20 40 60 SHEET N0:
4OF10
SCALE: 1" = 20' DATE: March 19, 2009
TYPICAL GRAVITY WALL •,�,�,,,
28" GRAVITY BLOCK *�wW�
'pvwe,q ti°tm Saw
Boom,AWWm
I wo's
..._.... anmW°NA Shevm
Ere. umkWree.aeW vl.s.a.-_-._ y -..
m t•-O' Omm HonAr6NXe
Pwi DgVt Ppo- y'. DhTAil A
with SWok �.
WOW ehxcYiea ��
W eeCT
CNapN LWvW
waw•. whrsc
ronmWnd)
ewr owAw
-Ze' IWWtls
NNWIwd Smsw
LNabp Pall
TYPICAL GRAYITYWALL
41 GRAVITY BLOCK AVyw,
•OrwWkp Nam SeaW
rwlw. AepW, a0olBWanA SNewss
Free Owimmg
Plwa"ro t'-0'OePm tWyN OETAk.B
Ime:,"ww
k'
Pwi. op P'
Mtls sock
MaaePe<.IWea
Ma.re.1
amuA level l tiecleaWm Fable
pfeWgweeeT
euy oaPm
118"
FILTERRA DETAIL
DA (ACRES)
IMPERVIOUS
AREA
(ACRES)
DIMENSIONS
(FT)
PIPE
DIAMETER
(IN.)
TO OUTLET
STRUCTURE
F3
0.45
0.37
6 X 6
4
STR-3
F4
0.32
0.30
6 X 6
4
STR-4
F4A
0.20
0.19
6 X 6
4
STR-4A
F46
0.14
0.13
6 X 6
4
STR-4A
F6
0.32
0.28
6 X 6
4
STR-6
F7
0.46
0.36
6 X 6
4
STR-7
w.mmeEsmw.
Lnvemp Psd
m
ry I.-W.
k I r MATCHLINE C 11
8>m�
\\\ \ \\
i I e Iw mxemlw \ � � ,a s a a
..- awa> we mwws
a" .m Mrae. wN
I - wre ou w v 1 \ \ \ \ C LLI
ter °Mmx
�musewsn
wr w TSE m.W ewn u wrwm \ \ t i
h
iNm ccw y ia+omsw°""a...p •p
<<'
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT _ \ \ \ •
w nE i r` °co1e'. 1. ALL DAMS AND CONBIRUCIED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONiIENT. ALL FILL 1 \ \ \'\ \ \ I II I II •: H dF
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER A GEOTECHNICAL ENGINEER IS To BE PRESENT DURING a9sTRl1CTION OF
DAMS
wwm[w+x sone rnwnom "eNwcwr `rEaaesm 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORNWAIER MANAGEMENT EACKITIES\\
Nucx rNosnm n wsWnsr t. n wa° risr Y 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACIUhE5; J 2
risWn Nw rnaam n xwcu+ CONVERSION IS NOT TO TAKE PUCE UNTIL THE SITE IS STABIUZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION \� \ , \ 1•I •1 \ i I I O //
CONTROL INSPECTOR. �, \ \ \ I \ ` ( 1 '•` U'-�N. IGHT
Y
DoSIG.MTON t W '" a °uiLLT \ I
°tt h SIZE! w-f \ II✓'- 1 1 t 1` '
r-v 00 as .' sae-ss wro \ � \II \ LIC. No. 22402
iNun°w a Nwxn esr wvr ,WemWn owWaxc •vxuWa x m no .1 i iI \ � �
We4 °T-m-ce oa MT-2
�c aoc % Pe1NNW FLTIItrIUour f1ltEffd \ 1 1 "` \ �SIONAL
tEwR•AN•txxneutunoN ,",,,,,,. I \ t />r \ \
em \ \ t \y z
z
I
w2 N�FILTERRA DETAIL o c4 \ \ \ o
Go
C4 NOT TO SCALE o \ \ \ \ \ uwy
Provide round ovJ • i917p\. 1 \ \ T�t� 1� \
9 � `
all slopes steeper thog \ \ ` " \ \ �. \ \ [/] O
11 (Parson's - qt \ \ \ 1 \ \ \ ` \ \ \ 'Z
t \ \ z
Filterra-F7 -`gyp \ \ \ 1� \ p-' 0
REDI-ROCK RETAINING WALL TO =4187.8 r
BRICK FACED CMU W/ SAFETY RAIL \ \ \
1 REI I-ROCR RETAINING WALL DETAIL WALL TO BE DESIGNED BY RETAINING WALL NATURAL COLOR \ \ \ \ \ MATCHLINE q
OTHERS AND SUBMITTED FOR MAX HEIGHT 6' '
CLE. NOT TO SCALE APPROVAL. W/ SAFETY RAIL \ `\ \ \ \ 1 STR 7
MAX HEIGHT 6'
3' ACCESS A \ t2 \ \ \ \ \ i \
5- - , , � 8r \ \ m
or R \� A\ vv. \\ \V 1 A. v v v z 0
t z 0
_y,1 \ ° \ ` .ARD
I � I I I I J I �s � \ \ \\ \ � 1 1 1 t• �� I `\ I �\ ca � B �
0
I I I I
\ / zw z
I I FFE: 5298' .. 1
1 \ \ �-two 0
I I I I a
LLE-./614.32'
I I 1 I /12°
f q I �' .(fl=f1=12.66') / l i e \ s 1 " I
11 p W V] 3
FFE: 1509.7'
t\ I of �I" o o
fl-fl=18.00 � I T'
I I �tjJ�^I I;,
! / / / // I I ! '$ I Existing Manhole a
Top = 481.43 0 w
Z` S
I �,'�j �'� I `cf 1 li I/ / J y"h / } i I. 1 1 1 '�• I Raisetop1 t Z -
I
' J�
I I / 5ti / BUILDING B I \ ec/ LL
1 7 BUILDING A /
A
I I WWI I 1 i / UL:8891 -W. ft C zG / ' UL=4809 sdd. ft j $ \
_ - - f / / I / LL 4365 sd. ft
x Vit\ / 4�i
- �.t307,211 sq.\f� / / / / I i / / To al: 917 sq. ftl. 1 . 8
rn x24° 25° �. �/ // /✓ STR-4 6'F(fi'-Filterro-F4 O Imo'
4 / A` P A I I EC31 Csr
� ! ! FFE: 501.75
0 I / 24' ! _ _ -- - ' x6-Filte4-F48 LITE: 443.09'
Z
Tap-_540.4 / / 0� �� (fl-flT14.66') / 92
i I
Provide round cover
JENCHMAfM / /' /
LEVATION�528.a2: � , I j I i allslopessteeper than f3:1 E" N �Q
I I / FEE: 525.64' I / / / I' FF I p equivalent)
W
�B•� / Parson's Juniper or e uivalent Z U
i / / I 6'x6' FI�W 4' FK
1 I LLE: 512.98
I 1 16'x Fll - // 4K t
arra-F6 \ 1 46' BEN i - _. _ _ / / p= 596.3 W
\ OT R-�2 ! / O
NEW 4e FlpRNE \ I / i / • a \ Q
PROTE `UNE ! / 1 6'x \ -2
Fe i / / \ l e -F3 \ • \ 32
ISI I I V v 3° _ e- / I 73-iy x �'fob` A � E- F�
jl i En U -
?„„ - so__\• E-''
It I 15NMV I / I i N _ - i . T n L'3.5�_-- I, / / 710 / ! Z
- L_.
s
\I I I I xis mg-wanate- =-- _ G WALL -
----1--- I REDI ROCK/RETAININ W z
-------------------- t Top = 513.99 20" SANITARY SEWER ESMT. /
F�TY �
______-_F--- ----------- Raise top 1' to O.®.1270-706, 709 PLAT / �:,� WITH SAF Y RAIL
B K FACED CM I 514_99 H� 10
RET ING WALL - .- NATURAL COLOR a
(- - isting� M ole MAXT 8
Ex onh X H�
W/ S ETY RAIL I 20' TEMPORAERY GRADING EASEMENT Tom 1.68 PROJECT N0: 60710
I I I I ...._.......-.. _.. �... ........-. MAX HEIGHT 4' I
3' ACC�SS WALKWAY I DRAWING NO:
I I I C4
General Utility Notes:
*4*1
I 1. Filterra top elevations ore given at center of structure/top face of curb.
I EXISTING BUILDING i I 2. Spot elevations are ffnished grade bottom face of curb unless noted otherwise.
I I I Ij f "PHOTOWORKS" I
I I i I 20 0 20 40 60 SHEET N0:
4OF10
SCALE: 1" = 20' DATE: March 19, 2009
TYPICAL GRAVITY WALL •,�,�,,,
28" GRAVITY BLOCK *�wW�
'pvwe,q ti°tm Saw
Boom,AWWm
I wo's
..._.... anmW°NA Shevm
Ere. umkWree.aeW vl.s.a.-_-._ y -..
m t•-O' Omm HonAr6NXe
Pwi DgVt Ppo- y'. DhTAil A
with SWok �.
WOW ehxcYiea ��
W eeCT
CNapN LWvW
waw•. whrsc
ronmWnd)
ewr owAw
-Ze' IWWtls
NNWIwd Smsw
LNabp Pall
TYPICAL GRAYITYWALL
41 GRAVITY BLOCK AVyw,
•OrwWkp Nam SeaW
rwlw. AepW, a0olBWanA SNewss
Free Owimmg
Plwa"ro t'-0'OePm tWyN OETAk.B
Ime:,"ww
k'
Pwi. op P'
Mtls sock
MaaePe<.IWea
Ma.re.1
amuA level l tiecleaWm Fable
pfeWgweeeT
euy oaPm
118"
FILTERRA DETAIL
DA (ACRES)
IMPERVIOUS
AREA
(ACRES)
DIMENSIONS
(FT)
PIPE
DIAMETER
(IN.)
TO OUTLET
STRUCTURE
F3
0.45
0.37
6 X 6
4
STR-3
F4
0.32
0.30
6 X 6
4
STR-4
F4A
0.20
0.19
6 X 6
4
STR-4A
F46
0.14
0.13
6 X 6
4
STR-4A
F6
0.32
0.28
6 X 6
4
STR-6
F7
0.46
0.36
6 X 6
4
STR-7
DETENTION COMPLIANCE TABLE
PRE -DEV
PRE -DEV
POST -DEV
POSTE -DEV
POST -DEV
POST -DEV
PRE -DEV
2 -YEAR
10 -YEAR
POST -DEV
2 -YEAR
10 -'YEAR
2 -YEAR
10 -YEAR
DA
PEAK
PICK
DA
PEAK
PEAK
ROUTED
ROUTED
SWM
A
1.77
2.37
N
3.72
5..32
1.64
2.04
KEY
QTY.
BOTANICAL NAME
PLANT L15T
COMMON NAME
CAL.
HEIGHT RFMARKS
CANOPY
AREA (517
AREATOTAL
(51s)
5HADETREES
LS 10
Liquidambor styracifluo "Rotundiloba'
"Rotundiloba' Sweetgum
2.5"
206
2,060
OR
5
Quercus ruhrD
Northern Red Oak
3.5
424 1
2,120
UP
10
Ulmus parvifolia "Allee"
"Atlee" Elm
2.5
01
366
3,660
ORNAMENTAL TREES
9 Amelonchier x grandiflora
"Autumn Brilliance" Service Berry
0W
6'-8' Multi Stem
130
1,170
AC
SP
4
Stewortio pseudocamellia
Japanese Siewnrtin
6'-8'
77
308
CONIFERS
iv 22
Juniperus virginiona
Eastern Red Cedar
6'-7'
16
352
CJ
6
Cryptomeria japonica "Block Dragon"
"Block Dragon' Japanese Cedar 1
3'-4' 1 1
12
72
TO
4
Thujo occidentolis "Techny"
"Techn " Arborviloe I
5'-6' I 1
10 1
40
BROADLEAFEVERGREEN5
"Confetti"
"Confetti
24"
N/A
N/A
AG
27
Abeliax grandiflora
Abelia
AGLR
42
Abell x grandiflora "Little Richard"
"Little Richard" Abelia
24"
N A
N/A
IXDL
4
Ilex x "Dragon Lady
"Dragon Lady' Holly
6'-7'
19
76
IXL
1
Ilex x Liberty"
°Liberty' Holl
6'-7'
19
19
IXCB
1
Ilex x meserveoe "China Boy"
"China Bo " Holl
24"-30"
23
23
IXCG
3
Ilex x meserveae "China Girl"
"China Girl" Holly
24"-30"
23
69
MC
36
Myrica centers
Southern Wax Myrtle
24-30
44
1,584
OS
3
Osmonthus heterophyilus GoShlkl'
"GOShIkI Holly 0smanthus
4'-5'
36
108
OSG
3
Osmonthus heterophytlus "Gulfti(je
"Gulftide" Holly Osmanthus
4'-5'
36
108
PL
85
Prunus lourocerasus Otto Luyken
"Otto Lu en" Laurel
24"-30"
N A
N A
TOTAL(SF)
11,769
NOTE:
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.
Caut,erAaewNdd
(Amenrd® fa. ainldiA-T. in, saNdae Lsnmft eN.
LTdd,.d:.n T¢.2*f- 11,117 armwlMa. sPa<irc fix"
/ rn. ria inaszMae.,a.vv e. n.ean
7 Traaam2 .E
7 Lamin M< W tl¢{ (amdda Etlp W. N vas m b• u.ad$
7 Lanemaud wp.o(a<se<,rv.fx®F:
4:aG:5m{aanpeLa as HaOrmerih:
❑ pmpasaaaathW s>.sbpPbarmd3a @m[m ofchmar.
i. ffiakrs.
7 Afltwaan¢esevedatil Nsartedee yAsmtitroav n. WyNxWL4 avdwam.g¢pmmo oplmma
7 N.F+dnL raallLaimmdlfhr¢ae mvlierraNmisWcsdmdvp/s.ad h'+aamry
a. FrcCoevh�Nn. Csam[e:
3 meepsemrosmdpm[a-¢mmemve, ern r,aete.ed IDdtr mm<IDr mzuer
a. I*.le WaoarNx and Sar '
❑ Hnry agi�mt. NzdH mffic md,mrgsoYammnudavwsNrleraMssdloilr5n.ria PnmiaexvlMardxpfmort<w
m4eval
4. SoUsaniee®d Slwmeakr lMMrMe Qetlrn
� Sm4 taut:s saalLm eAe,M7 abmvasm Nueaa
d Fon:
7 Fvaz nn=lDHmi.d.aW lW bmaf rirylmaafmin mrvvat.
I Toa'e latemb:
Toide m.wax dwgwxN m.dIDAdm ldd lsearr lyiW SSercmN usi
H Prmlmfne Faodwe,
c7 'n..zeros.,ma.a.mwrl.r,aas�de.tle...:aa.a+am malr�.<adwsme
LM
O triol omM rplsa mdat�e.bp.<IDdmd.PP.mStF.CosraaPrtaidssl�fzommH<ea
f.
' R'Dm3ayoma MwleanN nindeiHlirayib.ofivsmN swd,aes.et sTaHNaeewNtlevd.mseacdmdme
SaDID1mY Ps�maL.
10. Tree W>�
3 LMfadnaa Wal IDunN beanewftbrr Liwisaesm Naw[3avw Hefl Mall Npeaeidad'mde:mavQ9Ndpa
,u4miad Wapprmd
AIL heacr.nad Tesselwe
7 0.'3m3 '9�rv[agCia3Hl.ar:.6nPdflma.Cd. SrrllN dmeatfar ava+ff�iaawk;.rfmp sF.nHLa.Tm¢tl¢{
aaNr aY;r nn Mal Micvldwlnma:mma¢raervn a mG«Mad Mnvaoawg vestal H,E rtnr Ya.dmmeb.
IL cl....L ¢ae Yn.mg sbn6t?Me Iaui�nmsxdtlmagax Wal2'ean¢T
Iz minsaad Trot
aamaMda.s McHN s•:N1matl'usNdv Prmlai, dedH.CllmsarrmM.da n<emmsa/bSewr,pHYtlm
NOTE. IT Is THE a£VELOVNAi eESPO.SS[G[LrTV TO CONk'FH WITH THE Cfl\4@kCYUHMFGaNSP8V4TlU'i
OWR3HSTaNexLRF. LDATQ
a . PiT.m. EaW 1! 1
RD FENCE
;E
NOTES:
1. Contractor to install plastic fencing with wooden posts
set three (3) feet on center. fencing shall be placed as
close to drip line as possible.
T TREE PROTECTION FENCING DETAIL
C6 NOT TO SCALE
LANDSCAPE NOTES
LANDSCAPING CANOPY REQUIRED: 10% OF TOTAL SITE STREET TREES:
Required: 185LF/50LF = 4 Trees
Total Site Area = 109,771 SF (2.52 Acres) Provided: (5) Trees
109,771 SF * .10 = 10,977 SF Required
INTERIOR LANDSCAPING:
LANDSCAPING CANOPY PROVIDED: Required: 1 Tree Per 101 Parking Spaces
Existing Canopy = 1,783 SF*1.25 = 2,229 SF 133/10 = 14 'Trees
New Canopy = 11,769 SF Provided: 16 Trees
Total Canopy Provided = 13,998 SF Area Required: 5% of Total Parking Area
(Not Including Trees on the North Side of the 0.05*44„419 SF = 2,221 SF
Existing Stream) Area Provided: = 6,412 SF
I
I
1
I
I
I
II
\ 1
1
\ 1
I
\ I ( 1 1
1 1
1
l \
e \I
t \
ID I
v \
Existing lT Rae Tree Protection
To Remain Fence 'rj /
Exietlnp 15• 4 \ \
Pop
To 6'x6'
Remain FNten -F7
Rsa-RocK REraNINc wuL(z) LS(3)T, 7's \ \ \ /
,ry , \ DETAILS ON
ICK FACED CNU W/ SAFEf1' MIL EXISTING TREES /
fUTURAL COLOR
RETMNI14G WALL MAX HEIGHT 6' , r \ _ /1 \ N SIDE
ON SHEET C2 /
I E.Islo 9• in w/ SAFETY RAL \ 'l SIR T \ \\ \ OFSSIREAMZON
@' PLANTING Trea Proteotion To Remain1 a) JV \ \ \ \ \
STRIP FREE OF I Fena (5) dd I MAXMAx HEIGL� 6' \\ \ \ \ \\ \ \\ I \\ \\ \\
EASEMENTS IXL (z) TO (3) SSC 1
\ (3)11 S , 3' ACCESS A \ \ \ C 't_... \EXISTING
TREELINE /
v(TO REMAIN) /
\ \\ \ M le T Remo \
(5) OR X
1 (4) SP g 10 UP/ / / \ \\ \ \ \ UP 1 \ 11 —\ \\ 1. w ..... \ /
11
L � /
(6e) PL-----✓
Nola: Sbrobe to be
planted 6' (m n )
.from face of curb
4
s �
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Lic. No. 22402
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20 SANITARY HER ESMT (35) me
�1ICK FACED CMUMAX HEIGHT 4'3' ACCESS WALKWAY
Trod Protection � Q
°tea// r j / Fena
I j J O
/ vwbng Tree 0 3Q
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ki
ice/ REDI-ROCK �AWNG WALL a
IN TURw Cr°L \ PROJECT NO: 60710
Manlpr MAX H
DRAWING NO:
\ 30 0 3060 90
C6
SCALE: 1” = 30'
SHEET N0:
6 OF 10
DATE: March 19, 2009
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20 SANITARY HER ESMT (35) me
�1ICK FACED CMUMAX HEIGHT 4'3' ACCESS WALKWAY
Trod Protection � Q
°tea// r j / Fena
I j J O
/ vwbng Tree 0 3Q
Remmn O C
ki
ice/ REDI-ROCK �AWNG WALL a
IN TURw Cr°L \ PROJECT NO: 60710
Manlpr MAX H
DRAWING NO:
\ 30 0 3060 90
C6
SCALE: 1” = 30'
SHEET N0:
6 OF 10
DATE: March 19, 2009
WALL MOUNTED FIXTURE
wall moosted minalreavemaily
sheldisulthiji, tonsured W
souloa, lor upido" ug",
cis coa aurrmum rem. Canopy
amal9ptee,
Put anodead aluminum double
A Nffo=wmchwtwpww
Etas, Ll astect sufluces hor wail
7_ P65.
2
LZICI Leran A a c
iWAITiONED 2500 31A 11"Al. it&
536
11190AARRIMIDDREGAWairCarpinalrMCASSMS [P181166114-1 [1`1805684-B8112
0C.P'Ll BarAlusetus auseet"
SiteMaster Roadway zkoies
Horizortital Lamp Cutoff Lurninaire
APPLICATIONS
4 m
M
wall Upidownlot lumitnailfes Typei
Pasid,mys, Outdoor Sales Am% spat cours, cutdoor
-
BEGA Product ilk
Label
CONSTRUCTION
pmoct;
"nusirs: One ple,ce jo Cori aluninum aw'sa WRIN universal
WWI
Precision clecavit aluminum houshal.
Description
MMOrg Wm forcIrea alachrentloBEGA W* W"bia
4
Construction and geolitaing prahl dust, moisture. and bl
A r%und '11taw- 01,105 91W05 Her teiltarlii M M PreceaV at"ileed Color.
army
Plodivar keemerruill ra rated
its rateaq, star mmanabn. Options.,
B
Itainer 1".
Fee VUM"= SW Cattle IMm on odium fl,,sh On 1W 1180101(1 IDY Madfled:
curradon eastarill DUi 11 BMUS polyester PoWder
r,
threaded if" stahWA0981 Insists. lnbBmdbA
5
Optional d"ner firishes walill Sao inside back Coals
'I'Lal su"I'soso"Ju -Fff� -vatein Fifly sisel'a0lid M, �Mha ov
or �xaet_lne call
10D to 40D Watt (M Higlh PreSs" SOCIUM
ote,ralim wing wow ss"s rurtul -u�channar.
W
Porosaili qonng.�bsc!Ed 4KV pubs rated socket-mogUll
Ova,u: Lawlisens, tiacuum uses pocow" %rh fticiala plead
berse.
(2)SMR403MA
Cooper WIPIN after Moped Min 20(rc Ifigh templelature mam.
V ell
as,
Ekacuu:al componests; mounted to hkVed barest ny
Avenel in t2ov anh,
Stertirg imperative: LX(141351-4 D* H� 4Cr C.
Pinter The, eftpaka Me Waisols In Ike Standard BILGA DOOM
MAIMH�Z7 ff-3V C
Seek tBUK); White (WTIt 9mr,, (992); Sibler (SL%Q; DJ=� (URD).
Pulse sual compatiele. Sea Chad in the Energy Saft
ToapWil add 9PP�� 8"10cahl sunOar Pur Ou"Peas
OPTICS
ce,waran ijsEG� Wifthing te� Will tD WGIAOle Ineeleolem
• Cme-pal hydraformed modized aluminum redactor
seliew 0 and Of Carol custurn com survied 01 �w Order.
• Type 4 refla�tor incorporabas Segmented Inserts.
J.L tKW, suitable IN WRI "All PMt&~ clime: P a&
• 40OW MA Types 2 and 4 00a require, reduced most
wall moosted minalreavemaily
sheldisulthiji, tonsured W
souloa, lor upido" ug",
cis coa aurrmum rem. Canopy
amal9ptee,
Put anodead aluminum double
A Nffo=wmchwtwpww
Etas, Ll astect sufluces hor wail
7_ P65.
2
LZICI Leran A a c
iWAITiONED 2500 31A 11"Al. it&
536
11190AARRIMIDDREGAWairCarpinalrMCASSMS [P181166114-1 [1`1805684-B8112
0C.P'Ll BarAlusetus auseet"
SiteMaster Roadway zkoies
Horizortital Lamp Cutoff Lurninaire
APPLICATIONS
4 m
- Building Pedirreters. Peril Rawation Areas. Parking fiveles..
41
Pasid,mys, Outdoor Sales Am% spat cours, cutdoor
-
Areas.
Label
CONSTRUCTION
AIN4WEDWIFTNO
Precision clecavit aluminum houshal.
Description
One-pece Ul gasketeol diecast shirvinum Ions Isauff.
4
Construction and geolitaing prahl dust, moisture. and bl
iwsanE�3_1%
army
Plodivar keemerruill ra rated
looltess envy into housingdarl chenbes %is dxmiansi
B
Itainer 1".
3340C
curradon eastarill DUi 11 BMUS polyester PoWder
SMR404MA
Coated Inish
5
Optional d"ner firishes walill Sao inside back Coals
160 to 400 Waft IMA) 111111retall Halida
or �xaet_lne call
10D to 40D Watt (M Higlh PreSs" SOCIUM
ELECTRICAL
W
Porosaili qonng.�bsc!Ed 4KV pubs rated socket-mogUll
33400
berse.
(2)SMR403MA
HPF CWA bel
V ell
as,
Ekacuu:al componests; mounted to hkVed barest ny
Stertirg imperative: LX(141351-4 D* H� 4Cr C.
MAIMH�Z7 ff-3V C
Pulse sual compatiele. Sea Chad in the Energy Saft
Products Sector.
OPTICS
• Cme-pal hydraformed modized aluminum redactor
• Type 4 refla�tor incorporabas Segmented Inserts.
• 40OW MA Types 2 and 4 00a require, reduced most
jacketal lamps,
MOUNTING
less
FwlOry mitered de cast aluminum am.
r
Arm contains Integral airrigisiplas chamber ale side access,
Sea I- ree.
Key sla desW provides we person instailletion and kivall
Hands-entownring.
WARRANITYILISTINGS
ast,mal trees Teepee
UL 19M lislid for eiet bcallo'e.
EPA - is "At
published fW yea Irmad WWarl
nemical ACCESSORIES - M E END OF Tl SECTOk
- ME RILVERM SOL,
ORDERING GUIDE EXAMPLE: SMR164MA-1
sm i'swal
4 m
Lou gp�
Units
3
Max
Symbol Oty
Label
l'blEi
AIN4WEDWIFTNO
LLF
Description
O_�l0FEQ1rl
4
W�m
iwsanE�3_1%
a
Plodivar keemerruill ra rated
ar.2,
real
B
SINGL-E
3340C
1.000
SMR404MA
2
jjj]
5
SINGLE
10' -
(CONCRETE PAD WIDTH)
�- 91-0.
INSIDE ENCLOSURE LENGTH)
D, 6" DIAMETER PIPE BOULARD, TYP.
10 CUBIC YARD CONTAINER ENCLOSURE SHALL
MATCH STANDARD CHAIN LINK
TOP AND END USED FOR BUILDING SECURITY FENCE
LOADING
CONTAINER 0 3/4' DIAMETER BY 1 1/2- DEEP
(6' L X 6' W RECESSES FOR CATE CANE BOLTS.
A X 7'-8" H) PROVIDE TWO EACH AT GATE IN
CLOSED POSITION, FIELD VERIFY
EXACT LOCATIONS
Lunnincire Schedule
Label
O'cTy'
Units
Avg
Max
Symbol Oty
Label
Arrangement
Lunnens
LLF
Description
3
A
SINGLE
33400
1.000
SMR403MA
I
B
SINGL-E
3340C
1.000
SMR404MA
2
jjj]
BS
EA2
SINGLE
33400
1.000
SMR404MA-SMRGS
2
W
BACK -BACK
33400
1.000
(2)SMR403MA
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
Numeric Summary
Label
O'cTy'
Units
Avg
Max
Min
Avg/Min
Mcx/Min
Paved Area FC at Grade
Fc
12.64
115.9
10.0
1 N.A.
N.A.
FC Beyond Property Line
Illuminance
Fc
1 0.02
1 0.4
10.0
1 N.A.
N.A,
ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE.
FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE USE ONLY.
VALUES DO NOT INCLUDE SUPPLEMENTAL LIGHT FROM ADJACENT STREETS OR PROPERTIES.
ALL SMIR SERIES LAMPS ARE FULL HORIZONTAL CUTOFF.
CONCRETE PAD SHALL BE 4000 PSI CONCRETE ALL POLES & FIXTURES ARE TO BE DARK BRONZE IN COLOR.
90' 6" THICK ON 6" GRAVEL (VDOT 21A)
§�ING WITH #5 REINFORCING BAR 0 12' O.C. E.W.
AND WWF 1010 MESH
NOTE:
All site plantings of trees and shrubs shall be allowed to
71 7�,
reach, and be maintained at, mature height; the topping
"*�_OESIGN CONCRETE PAD of . t . rees is prohibited. Shrubs and trees shall be pruned 02 1
minim
TO WITHSTAND 10,000 #/ ally and only to support the overall health of the
SINGLE WHEEL LOADS plant.
PROVIDE TURN DOWN FACE ON TRUCK IMPACT
EDGE OF PAD. MIN. 24' BELOW GRADE AND B"
THICK 9�
KI�TYPICAL
DUMPSTER
PAD
DETAIL
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9
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'63
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11.51 12
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9.
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b
bz
10 t.
WALL MOUNTED
.7
1.5
�2
q 1A
4 311
t
o
FIXTURE
(TYP.)
A
iL J .2
.7
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9
94
F� 91
�ul
o
b3
\1
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b
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92.1 W� WG
I W 1
BUILDING A 1 19 �il' 5.0 b.6 '2.8 .1 5 �.3 b.9
b1i A2
BUILDING B �q
.6 111 T5 �A 1 10 19 1.4 5
Dw
I WG IE2 �. J31. 0
d W/ 52
b.6 "35 72.3 b. DW 19 `ti�5 b.P 3 4.5
W9
b.4 8 - A V
W
BS '3. 4 !1.3 tS t, 1.5 �A `7.5 �9 �,8 b.7 1.5 W =I 1,9 1.0 9 91 9
Z� "'A' b 4 42
?�a Id. 5 1. 1.8 'L8 'L.3 b.8 AU
`6.5 b.7 b.5 B t.4 '4. 3 b2 4 4 �.l 6.8
ba 1. 111A
2 .4 tS 1.2 1.2 1.7 '1. 6 1.4 1.1 10 .5 .2 .6 b.7
1b., 9".
0 0
b.a.- &o- _LO. -.b.0 b -O b.0 b.1 bA .5 17 b.8 1.3 1.5 u,
9
a - - - - - - - - - - - - -
-b-r -b-M b.1
b.1 b.1 he .2 b.2 b.2 b.1 b.2 b.2 b.. b.1 .1
bb.1
blu b.1 ��i tU b.2 .3 "1 Al
2 t2
b.1 b.1
0
9 9 - b., !1 v �cc- &I ba U ba hi -far
`tl.ri 9110 V, ba 9
Q, C 9�
0 V
30 0 30 60 90
NOTE: LIGHTING PLAN PROVIDED BY EXCELINE. NMWWW
SCALE: 1" = 3
24NIGHT'
lic. No. 22402
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PROJECT NO: 60710
DRAWMG NO:
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SIM NO:
7 OF 10
DATE: March 19, 2009
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PROJECT NO: 60710
DRAWMG NO:
C7
SIM NO:
7 OF 10
DATE: March 19, 2009
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
I8 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTA
SOIL
INITIAL BACKFILL
TONE
STABLE SOIL OR
#68 STONE
NOTE
1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER PIPE
3 INSTALLATION & BEDDING
C 8 NOT TO SCALE
1" TYPE "K'
SOFT COPPER
31A'
TEE
4 NOTE;
NO SWEATED FITTINGS
(FLARED ONLY)
DUAL SERVICE
3/4' TYPE "K"
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
2 THE SERVICE LATERAL SHALL BE THE SAME
SIZE AS THE COPPERSETTER, EXCEPT AS NOTED
ABOVE OR UNLESS OTHERWISE APPROVED.
1/4 BEND COUPLING
MUELLER NO.H-15069 ((3/4', 1') LAOOCCK ING
N0. H- 6068 (1 1/2 27
NO. 10t
2-11 Vµvf
N0. L02-44 1
N0. L02-66 1 1/2°) 36' MIN.
N0.
OR APPROVED
27
PPROVED EQUAL
CAST IRON LID
HEO GRADE
BROOKS 2200 SERIES BOX WITH
EXTENSION OR APPROVED EQUAL
M UNPAVED MEAS
COPPERSETTER (PLACED ON STONE)
FORD VV72
WT4 (1")
OR APPR D EQUAL
-METER
BRICK AS
NECESSARY
STOP (3/4-. 1', 1 1/2', 2 )
H-15000
F-600, OR
AL
7 TYPICAL SERVICE LATERAL INSTALLATION
C8- -- ---
NOT TO SCALE
VARIABLE WIDTH
CLASS A-3 CONC
SLOPE: 1/4" : 1' (MAX) I
4„
VDOT 21A COMPACTED SUBGRADE
95% COMPACTED
( 1Tvnical Sidewalk Cross Section
WATER
2500 P.S.I.
CONCRETE
THRUST BLOCK
Cv8 NOT TO SCALE
PLACE 5' GALV. " WITNESS POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED EQUAL
S d\
4
a
d G d
e
a
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
4 TYPICAL GATE VALVE
C 8 NOT TO SCALE
I KENNEDY GUARDIAN (K -81A)
MUELLER CENTURION (A-423)
OR APPROVED EQUAL
6' MIN
7 CU. FT
GRAVEL -
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARVES
2' TO 10'--y
18"
6" GATE
VALVE
8" X 6"
TEE
2500 P.S.I. CONCRETE .•..I -- -- -
BASE AND THRUST
BLOCK AGAINST n7J,)p� ,
UNDISTURBED STABLE
SOIL.STEEL PILE
3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS,
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
8 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
NOT TO SCALE
FOR ALL BENDS
PLUG
/
11T
FOR TEE OR
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
NG AS
JIRED
SECTION 1-1
45°
D
SECTION 2-2
PIIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
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2.50
2.50
3.01
0.24
zQ
4"' & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
11
22 1/2
1.50
2.00
2.52
0.10
N
E
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11 1/4
1.50
2.00
2.50
0.10
[5m1m]
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3.66
3.16
3.21
0.48
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45
2.66
2.66
2.77
0.26
E-
22 1 /2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
W
11 1/4
1.66
1 2.16
1 2.67
0.13
Q
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90
4.83
3.83
3.42
0.83
0
10'" & 12
45
3.33
3.58
2.95
0.43
3.83
4.00
2.63
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.63
2.33
2.84
0.18
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1. THRZUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
AUL THRUST BLOCKS.
rJ CONCRETE THRUST BLOCK DETAIL
C 8 NOT TO SCALE
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
(5/8"-1" METERS)
NOTES:
(1) UNPAVED AREAS (PREFERRED) LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL.
(2) PAVED AREAS (ALTERNATE LODCATION): CAST IRON BINGHAM and TAYLOR No. 6015-8
OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24"
(3) FOR TOUCH READ METERS AI 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
�TYPI'[TO METER BOX
BOXiiy E BOX
C8 - ---
NOT TO SCALE
GENERAL WATER & SEWER
CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE
FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START
OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE
CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES
AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST
RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS
ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE
PIF,E. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
WATER LINES.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO ACSA.
9. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
.I110,
�II�
BRANCH
FLEXIBLE CONNECTION-/ NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
_1 CONNECTION " BOOT "
0
INSTALLED
�TYPICAL MANHOLE PLAN SHOWING
I 6 1 BRANCH TIE-IN
C 8 NOT TO SCALE
3 7/16"
[87mm]
3 1/4"
[83mm]
3 9/16"
i` [9CImm]
4 1/2"
[714mm]
FRAME SECTION
I
(4) 1" (25mm) DIA HOLES
ON 32 3/4" (834mm) DIA
BOLT CIRCLE.
1/8"
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NEAL N. WAIOH
Lic. No. 22402
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3 1/4"
[83mm]
1/4" (6mm) DIA
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[22mm]
17TTlT 2 7/8"
(73mm]
7/16"
[2mm] 3 7/8" DIA
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O.D. OF CASKET GROOVE
SECTION
1 0 TYPICAL MANH
OLE FRAME & COVER
C"8 NOT TO TO MANH�����__. -_
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PROJECT NO: 60710
DRAWING NO:
[10mm] ^ �V(
^
SHEET NO:
8 OF 10
DATE: March 19, 2D09
1 STORM DRAIN DESIGN COMPUTATIONS
2 STORM INLET COMPUTATIONS
D1 _-
\ 0 \ 1
'0 \
silts' 1 Fllterrp-F7 TMP 45-173
TMP 45-100A p„ \ \ \
REDI-ROCK RETAINING WALL ,, TOP vr, PRA.) ON 0.
W/ SAFETY RAIL \ \ STALLINGS
JOHN T. GREEN BRICK FACED CMU
NATURAL C(OLOR D.B. 710-182
-u I D.B. 1292-131 RETAINING WALL MAX HEIGHT( 6' a \ \ \ STIR 7 \ \\ \\ ZONED R-6
W/ SAFETY RAIL
� a PLAT D.B. 297-544 MAX HEIGHT s' \ �\ \ \ \ \\ \ \\ \ \ \\ \ E. HOM
PARK L�
ZONED C-11
p
USE: VACANT oT R
DARD RAIL\ \ \ 11 g
(
t\D -+ \ \ \ r T'MP 4 -94' \
0 Lzj l \ ' \ \ \ \ MA RO IE '1 C. m \ l
pl �r" CADS / �� �/ \ \\ \ \ a SSE: UT EAL�RSIIIP
CIOFFE12s 98' ) ' \ \ \ 1 ST -7, FILTERRA F7
5T-6, FILTERRA F6 ,(z ss') I I \ \ \ DA=0.46 Ac - ; N
DA -0.32 Ac
-0.83 ° /1/ \\ FFE Tc 05 0 minLLVI II \ \ g
\ / =5.0 min / 1 5T-4, FILTERRA F4 ` \ \
o I IMP AREA=O. c I �Fl- IMP AREA=0.36 Ac \
/ ' I • / I DA=0:.32 Ac \ \ 1
// // I c=0.835 ] 11 I . 41° 1 Exisiling Manhole
Top 481.43
Raise top V
5T -4A, FILTERRA F4A F45 Tc=5..0 mm \ \ I •43
i p / 51� eultnl • DA=0.34 Ac IMP AfREA=0.30 Ac Bul 1 11\ \ aso!
i / UL=48 ft I
i UL; 88 q It c=0.87 I / j LL 43 sq. ft I m \ \ EXISTING
I Tocl: NNN sq. f 1 \ STREAM
o
Total: 5 Tc=5.0 min ` o
i 1
\ + / $
rr _ - F4A IMP AREA=0.19 Ac ST8-4 I s lts rro F4 r l ! \\I 1.
I o / F45 IMP AREA=O.13 Ac �� / r FFE: .75'
r lt6 - °-F4� / f LLE: 09'
I o I / f �' ✓ ToP / / / " / (fl -f1 66')/
;. BENCHMARK
I vnnoN=528.42
I / FFE: 5.64'
LLE: 98' / I 6'lt6'
I II I I I6•lt 1 (fl- = ss') / FII „M UNE / l / TMP 45-94B
I f errt- F 46' 6 1 I
. a - \,,\ \ CMA PROPERTIES,
FILTERRAI F3 ` ` p07E�N "'E / / ' ' ' 2
5T-3, \ \
1 DA=0.45 Ac ' /'
Its
1 �yQ / / INC.
\ / r i T P °� ` 2� D.B. 904-627, 631
c=0.80 _ _ PLAT
30'18• �. �. '-15 / \ y
~ Tc=5.0 min. - --- �' / i , '"d" I 1 /\
I , \ •GV / } - I / / ZONED HC
I 6•X6 / IMP AREA =0.37 Ac - - . 4 ' / _IIS_ - - - �� ' r
USE: AUTO
DEALERSHIP
I
130
/ Exis 9 / REDI-ROCK ETAINING WALL
Top = 513.99 20' SANITARY SEWER ESMT. f�
Raise to 1' to D.B. 1270-706, 709 PLAT ��/
WITH SAFETY RAIL
IFACED CM4 -514_99 p NATURAL COLOR
--T A7- Existing Manhole MAX HHT 8'
W/ S ETf RAIL ? 1 •1�1• 4 1 20 TEMPORARY GRADING EASEMENT Tom --491_68
\r I I _ 3' AC IGHT 4' I BEARWOOD PROPERTIES, L.L.C.
' 3' ACC SS WALK AY
TMP 45- O2 D.B. 1870-119 \
GEOFFREY D. DENISE I I D.B. 1005-225 PLA71 3 STORM DRAINAGE AREA MAP FOR INLETS 20 0 20 40 60
B4 KIL ER EXISTING BUILDING
•PHOTowoRKs" j ZONED HC D1 SCALE:' -20 -
I D.B. 101ri-455 I USE: WAREHOUSE/STORAGE SALE. 1" - Zo \
` ZpNED-1 j 1
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E�
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LD -229 Storm
Drain
Design
Com
utations
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04
Route Rio Road ;Pro': Dennis Enterprises
Altlemade
Description:
Dn
Inv
11
512.20
501.00
Pipe Calculations
Pipe
Len
12
53
146
Irn
S
13
9.6
7.5
lbistrict
Pipe
Dim
14
15
15
Pi
Cap
15
26
23.00
Velocity Flow time
Inc
16 17
12.7 0.07
11.7 0.21
-
From
- _-
To Point
2
STR-5
STR-4
-County.
Catch
A
(ac)
3
0.32
0.00
Runoff
Coef
4
0.83
0.00
Inc
AC
5
0.27
0.00
Accum
AC
6
0.27
0.27
Tot
TO
(min)
7
5.00
5.07
Tot
Int
(in/hr)
8
6.81
6.79
Tot
Flow
(cfs)
9
1.84
1.80
Up
Inv
10
517.30
512.00
Point
1
STR-6
STR5
STR-4A
STR-4
0.341
0.87
0.30
0.30
5.07
6.791
2.01
504.30
501.30
76
3.91
15
16.58
9.4 0.13
STR-4
STR-3
STR-3
STR-2
0.32
0.45
0.85
0.80
0.27
0.36
0.83
1.19
5.28
5.42
6.73
6.69
5.61
7.99
496.10
490.10
490.30
486.001
77
43.50
7.5
9.4
15
15
23
25.75
15.7 0.08
18.6 0.04
STR-7
6' CMP
0.46
0.78
0.36
0.36
5.00
6.81
2.44
482.70
481.70
83.00
1.2
15
9.19
6.4 0.22
[STR-2
SIR -1 -OU
0.00
0.001
0.00
1.551
5.73
6.61
10.251
481.001
480.001
71.0
1.4
24
26.77
8.00 0.15
1 STORM DRAIN DESIGN COMPUTATIONS
2 STORM INLET COMPUTATIONS
D1 _-
\ 0 \ 1
'0 \
silts' 1 Fllterrp-F7 TMP 45-173
TMP 45-100A p„ \ \ \
REDI-ROCK RETAINING WALL ,, TOP vr, PRA.) ON 0.
W/ SAFETY RAIL \ \ STALLINGS
JOHN T. GREEN BRICK FACED CMU
NATURAL C(OLOR D.B. 710-182
-u I D.B. 1292-131 RETAINING WALL MAX HEIGHT( 6' a \ \ \ STIR 7 \ \\ \\ ZONED R-6
W/ SAFETY RAIL
� a PLAT D.B. 297-544 MAX HEIGHT s' \ �\ \ \ \ \\ \ \\ \ \ \\ \ E. HOM
PARK L�
ZONED C-11
p
USE: VACANT oT R
DARD RAIL\ \ \ 11 g
(
t\D -+ \ \ \ r T'MP 4 -94' \
0 Lzj l \ ' \ \ \ \ MA RO IE '1 C. m \ l
pl �r" CADS / �� �/ \ \\ \ \ a SSE: UT EAL�RSIIIP
CIOFFE12s 98' ) ' \ \ \ 1 ST -7, FILTERRA F7
5T-6, FILTERRA F6 ,(z ss') I I \ \ \ DA=0.46 Ac - ; N
DA -0.32 Ac
-0.83 ° /1/ \\ FFE Tc 05 0 minLLVI II \ \ g
\ / =5.0 min / 1 5T-4, FILTERRA F4 ` \ \
o I IMP AREA=O. c I �Fl- IMP AREA=0.36 Ac \
/ ' I • / I DA=0:.32 Ac \ \ 1
// // I c=0.835 ] 11 I . 41° 1 Exisiling Manhole
Top 481.43
Raise top V
5T -4A, FILTERRA F4A F45 Tc=5..0 mm \ \ I •43
i p / 51� eultnl • DA=0.34 Ac IMP AfREA=0.30 Ac Bul 1 11\ \ aso!
i / UL=48 ft I
i UL; 88 q It c=0.87 I / j LL 43 sq. ft I m \ \ EXISTING
I Tocl: NNN sq. f 1 \ STREAM
o
Total: 5 Tc=5.0 min ` o
i 1
\ + / $
rr _ - F4A IMP AREA=0.19 Ac ST8-4 I s lts rro F4 r l ! \\I 1.
I o / F45 IMP AREA=O.13 Ac �� / r FFE: .75'
r lt6 - °-F4� / f LLE: 09'
I o I / f �' ✓ ToP / / / " / (fl -f1 66')/
;. BENCHMARK
I vnnoN=528.42
I / FFE: 5.64'
LLE: 98' / I 6'lt6'
I II I I I6•lt 1 (fl- = ss') / FII „M UNE / l / TMP 45-94B
I f errt- F 46' 6 1 I
. a - \,,\ \ CMA PROPERTIES,
FILTERRAI F3 ` ` p07E�N "'E / / ' ' ' 2
5T-3, \ \
1 DA=0.45 Ac ' /'
Its
1 �yQ / / INC.
\ / r i T P °� ` 2� D.B. 904-627, 631
c=0.80 _ _ PLAT
30'18• �. �. '-15 / \ y
~ Tc=5.0 min. - --- �' / i , '"d" I 1 /\
I , \ •GV / } - I / / ZONED HC
I 6•X6 / IMP AREA =0.37 Ac - - . 4 ' / _IIS_ - - - �� ' r
USE: AUTO
DEALERSHIP
I
130
/ Exis 9 / REDI-ROCK ETAINING WALL
Top = 513.99 20' SANITARY SEWER ESMT. f�
Raise to 1' to D.B. 1270-706, 709 PLAT ��/
WITH SAFETY RAIL
IFACED CM4 -514_99 p NATURAL COLOR
--T A7- Existing Manhole MAX HHT 8'
W/ S ETf RAIL ? 1 •1�1• 4 1 20 TEMPORARY GRADING EASEMENT Tom --491_68
\r I I _ 3' AC IGHT 4' I BEARWOOD PROPERTIES, L.L.C.
' 3' ACC SS WALK AY
TMP 45- O2 D.B. 1870-119 \
GEOFFREY D. DENISE I I D.B. 1005-225 PLA71 3 STORM DRAINAGE AREA MAP FOR INLETS 20 0 20 40 60
B4 KIL ER EXISTING BUILDING
•PHOTowoRKs" j ZONED HC D1 SCALE:' -20 -
I D.B. 101ri-455 I USE: WAREHOUSE/STORAGE SALE. 1" - Zo \
` ZpNED-1 j 1
UV RE AIL
NEAL N. WRIGH
Lic. No, 22402
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DRAWING NO:
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No:
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DATE: March 19, 2009