HomeMy WebLinkAboutSDP202000049 Plan - Approved 2021-10-01MILL CREEK INDUSTRIAL LOT 11
GENERAL NOTES
OWNER
076M1-00-00-01100
1205 STONEY RIDGE LLC
107 SANDRA AVE
GREENVILLE, SC 29611
ENGINEER
COLLINS ENGINEERING
200 GARRETT ST. SUITE K,
CHARLOTTESVILLE, VA 22902
TELEPHONE (434)29J-3719
FAX (434)29J-2813
CONTACT: MR. SCOTT COLLINS, P.E.
scot tO_ollins-engineering. com
TAX MAP NO.
076M1-60-00-01100 (D.B. 4715/ PG. 155) PLAT (DB.1342, PG.238-247)
AREA
1.35 AC
ZONING
PUD - PLANNED UNIT DEVELOPMENT WITH PROFFERS (ZMA-1995-00019 & ZMA-1996-0021),
(A/A) AIRPORT IMPACT AREA, AND MANAGED SLOPES OVERLAY OIS77?/CT.
SETBACKS
FRONT BUILDING & PARKING 10' MINIMUM SETBACK
SIDE BUILDING SETBACK: BUILDING SEPARATED PER BUILDING CODE
REAR BUILDING SETBACK: BUILDING SEPARATED PER BUILDING CODE
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHT 65'
(FLOORS ABOVE 40' OR THE THIRD STORY SHALL BE STEPPED BACK A MINIMUM OF 15' FROM
THE FRONT OF THE BUILDING).
PROPOSED BUILDING HEIGHT., ONE STORY BUILDING - 25' HEIGHT
PROPOSED USE
2,000 SF BUILDING. PROPOSED USE OF BUILDING /S FOR
STORAGE/WAREHOU5ING/0I57RIBU710N/77?ANSPORTAP0N AND OR INDUSTRIAL OFFICES
FLOOR AREA TO LOT COVERAGE RARO0 2,000sf/1.35 ACRES = 0.03
WATERSHED
THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE /S NOT LOCATED
WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT /S LOCATED DOWNSLOPE FROM THE
SOUTH FORK RIVANNA WATER SUPPLY WATERSHED.
TOPO & SURVEY
TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROGER W. RAY &
ASSOCIATES, LLC, DECEMBER OF 2015. THE SITE WAS FIELD VERIFIED IN MARCH, 2020 BY
COLLINS ENGINEERING. BENCHMARKS ARE SHOWN ON THE EXISTING COND177ONS SHEET.
DATUM
ELEVATIONS ARE BASED ON STATE PLAIN GRID- NAD 83 DATUM.
EXIS77NG VEGETATION
THE SITE /S FORESTED, W7 TH SOME EXIS77NG AREAS THAT HAVE BEEN CLEARED.
STEEP SLOPES
/N ACCORDANCE WITH THE ALBEMARLE COUNTY STEEP SLOPES COUNTY MAPPING, MANAGED'
STEEP SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE SHOWN ON THE EXIS77NG
CONDI17ONS SHEETS AND OTHER VARIOUS PLAN SHEETS
PHASING
THIS PLAN WILL BE CON57RUCTED /N ONE PHASE.
FLOOOPLAIN/WPO BUFFERS THERE ARE NO 100-YEAR FLOOOPLAINS OR WO BUFFERS LOCATED ON THIS SITE PER FEMA
MAP PANEL,g'5100JCO288D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO
N07E THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION
ZONES PER COUNTY GIS DATA.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVES77GA77ON OF THE SITE
SITE ACCESS.
THE SITE ACCESS FOR THE PARCEL IS PROVIDED NA STONEY RIDGE ROAD, WHICH CONNECTS
TO SOUTHERN PARKWAY.
RETAINING WALLS
RETAINING WALLS PROVIDED ON THE GRAVING SHEET IN THE FINAL SITE PLAN. MAXIMUM
RETAINING WALL HEIGHTS SHALL NOT EXCEED 10.
LIGHTING:
THE PROPOSED LIGH77NG PLAN IS SHOWN ON THE LIGHTING PLAN IN THE FINAL SITE PLAN.
EACH OUTDOOR LUMINA/RE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE IN177AL
LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND :SHALL BE ARRANGED OR SHIELDED TO
REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE
SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES
SHALL NOT EXCEED ONE-HALF FOOTCANDLE.
LANDSCAPING
A LANDSCAPING PLAN 15 PROVIDED WITH THE FINAL SITE PLAN /N ACCORDANCE WITH
ALBEMARLE COUNTY ORDINANCE SECTION JZZ9, SEE SHEET 5. STREET TREES SHALL ALSO BE
INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG
THE ROADWAYS.
TRASH COLLECTION:
AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED IN THE FINAL SI7E PLANS
ADJACENT PROPERTY OWNERS:
SEE EXIS77NG CONDITIONS, SHEET 2.
UTILITIES:
EXISTING WATER AND SEWER UTILITIES ARE LOCATED ONS17E AND WITHIN THE ADJACENT
RICHT OF -WAY AND CONNECTIONS ARE PROPOSED.
STORMWATER MANAGEMENT.. TWO DRY DETENTION BASINS ARE PROPOSED TO MEET MINIMUM STORMWATER QUAN77TY
REQUIREMENTS A NUTRIENT CREDIT PURCHASE IMLL BE COMPLETED PRIOR TO THE ISSUANCE
OF A GRADING PERMIT TO MEET MINIMUM WATER QUALITY REQUIREMENTS SEE THE
STORMWA7ER MANAGEMENT PLAN AND CALCULATIONS FOR DETAILS
MAXIMUM EMPLOYEES.,
17 EMPLOYEES AT LARGEST SHIFT
BUILDING SEPARATION:
BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RATINGS
OF S7RUC7URE ELEMENTS OF 774E BOCA BASIC BUILDING CODE, 194 ED177ON OR ITS
EQUIVALENT /N THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE.
IMPERVIOUS AREAS
PROPOSED BUILDING 2,000 SF
PROPOSED CONCRETE 1,745 SF
PROPOSED PARKING LOT 14,225 5F
STONEY RIDGE IMPROVEMENTS 4,075 SF
EXIS77NG GRAVEL 476 SF
EXISTING PAVEMENT & CONCRETE 3712 SF
TOTAL IMPERVIOUS AREA 26,233 SF (0.60 AC.)
PAVED PARKING & CIRCULATION AREA: 14,225 SF
OPEN SPACE AREA:
0.75 ACRES
PARKING REQUIREMENTS PARKING REQUIRED:
1 SPACE PER 500sf OPEN TO PUBLIC FOR CUSTOMER PARKING (MINIMUM OF 2 SPACES
REQUIRED) + (1) SPACE PER EMPLOYEE
T SP/500sf x 200sf = 2 SPACES
,- 1 SP/ MP O 17 MP O = 17 PA
TOTAL REQUIRED = 19 SPACES
PARKING PROVIDED:
19 PARKING SPACES (THIS INCLUDES I HANDICAP SPACE) + 11 LOADING SPACES
FINAL SITE PLAN
(SDP 2020-00049)
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
NOTES:
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING
WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR
TO ANY WORK ONSITE.
ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO
PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR
SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. SIDEWALK WILL BE
REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK
THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE
WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS
WELL IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE
SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED.
ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD
CONTRACTOR SHALL OBTAIN ENTRANCE PERMITS FROM VDOT PRIOR TO
CONSTRUCTION.
SHEET LAYOUT
SCALE: 1" = 30'
r
-J
Fr ,:
�f.cr.Flnce ar^,�
! uven�e oeinuiq
0
S
�I
J
SCOTT R. L LLINSZ
a 7
U
U Lie. No. 035791,,
08/24/21
ZONAL �\
Sw �k-s PARKWAr o�^h w.d.;�, yD�
... Air
a
e a
VICINITY MAP
SCALE: 1" = 500'
Sheet List Table
Sheet Number
Sheet Title
i
COVER
z
EXISTING CONDITIONS
3
SITE PLAN
4
GRADING, DRAINAGE, & UTILITY PLAN
6
LANDSCAPING PLAN
6
1NOTES & DETAILS
7
1 LIGHTING PLAN
8
DRAINAGE MAP, PROFILES, &CALCULATIONS
8 TOTAL NUMBER OF SHEETS
' LEGEND
ROADS
L --- —1
EX157ING CULVERT
0
CULVERT
Q
DROP INLET & STRUCTURE NO.
CURB
O
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
(7�
�l
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 WTCH
... .... __,
EARTH DITCH
DRIVEWAY CULVERT
+
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
'"
VDOT STANDARD STOP SIGN
— — — — — — — — —
EXISTING CONTOUR
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVATION
TBC DEN07ES TOPIBACK OF CURB
T/B DENOTES TOP OF BOX
APPROVALS DATE
:PARTMENT OF COMMU Y DEVEL,0P LENT
PLANNER/ZONING I
o l ai
ENGINEER I �
INSPECTIONS
ARB
TARTMENT OF FIRE RESCUE
BELMART E COUNTY SERVICE AU' HOuTY
RGINIA DEPARiNIENT OF TRANSqPYYkTlON
AM DEPARTMENT
Lu °'
z
C'7
C` i
Cn
N
d
Lu
F--i
Ul
N
z_
Q
>
�
oU
w
>
a
.�
vz
U)
LLI
ate,
0
0
�v
J
w
>
U
Q
LIJ
E
U)
C)
3
F-
z
=
ZW
L11
I —I
w
-
u)
W
L
W
oc.
U
Q
J
C9
J
-
N
O-
G
U
b
F
ti
E i'
JOB NO.
202179
_
SCALE
AS SHOWN
SHEET NO.
1
—
€r
/ T.M.76Mz-zo / \ \ NOTES:
I ( /LOT io / i. TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT ROGER W. RAY & TH 0 G
f D BMCV Ll, ,6 /r / ASSOCIATES, INC. IN DECEMBER OF 203.5. THE SITE WAS FIELD VERIFIED IN MAY 2020 BY F f
/ I y I ,6 3, 35 ` r COLLINS ENGINEERING.
PAVED Riseoo D.B. i84 z8o P4AT /
/ L=sa.a6 EMSTI G, WATER METER 0 NG: PU / \ z. THERE ARE NO ioo-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA �-`
�� \ MAP PANEL # ioo Coz88D DATED FEBRUARY zoo & COUNTY GIS, RESPECTIVELY. ALSO o SCOT T R c LLINS -
/ r=3oae'\ NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL &STATE DAM BREAK INUNDATION U Lie. No. 0357D1
C-55v.ev' LOCAT 0jJ OF WATER LI U ' M09R S �' \ 5 3 4a $
EASEMENT D,B.a34z- fi) ELECTRICAL / I 1 / '0 08/24/21 DUSTIN FIRE A�aa °e•a9• MECFHAN CAL / / ZONES PER COUNTY GIS DATA. _ tv
/ HYDRANT ALVE o f` EXISTING PROPERTY I ��F
L yo.58 / J- BOUNDAR
IRON ( T 40 51. ( FIRO I / �� \ 370NAL E�
FOUND I\ C9y56i'3756•E ` / /' /
INV
/ I \ ° "— :CONCRETE D,jTCFF OUT 4,1 a49 EXISTING ACSA io"DIP WATERLINE /
RON �� 1 1 / J
� FOUND � � T M �'
/ / \ R=y1y3 5'GA$LINE EASEMENT
\ L=38..sa' yYv /—_ / MF'v' "`a �!(' / (D.B. uxo-aa4)
I T=v1. a'
CB=NaS°oa'So°E / / ND
RAINAGE EASEMENT /
P (D.B: a848-a78)
TITZ
Fou°r"u ! ( I I' / IyI / '// ' / /I ' / / ' I /,�\\\/LL"�`�� �' u \ zzG z `-' to'• TfiT.M.76Mi -2.1
i vvLLzai,j u
PARCELiDRAINAGE EASEMFNT
(D•B.a4z4a&D.B. PAVED APSWAREHOUSE, LLC oa vazwfl a
a}02-7zz) D.B. 1999-35z W
Oz-7TRUg > o owrfz'n
vp
PUD.B. azH0ZONINGD
USE: CHARLOTTESVILL o a
AUTOMOTIVE �
EXISTINGACSA B"DIP WATE EXISiINGCATCHBASIN o wwIQm
TP=475.08'5INE I /
TSTING
GUARDRAIL INVOUT=4T3.o6 Q
CB-Nat°°359'E lr W C ¢ Z
S LLI
y / cl
/
,EXST-NG CATCH r BASIN
1
FOU /— / / _ _ — _'JSTIq O/
TEy E N&DCEDUOUS TREES) D"RCP OP485
/ INVIN-4559
NV
\
OUT=44556 �
TEL
THE COENTRACTOR SHALLHE UNDERGROUND
/ n / )IRT PILES (� / TELECOMMUNICATIONS
EXISTOL
/ / �• ' 1 SERVICES
�/,� z VIRGINIAELECT IR CAND
T.M. 76Mz-n / //fir / POWER COMPANY EASEMENT/
REVISED PARCEL i / ' (D.B. 1633-7oo)
1205 STONEY RIDGE LLC % \^s AVED ;
/ D.B. /z6/ PLATZONI G PUD
ci
EXISTINGLATER a: / te/ ( �� / \ / { ( /ci
1
/ LATERALAND
ND /
METER BOX TO (h
O / � / / 1 � n / / ^`� � / I I \ / \\ N LL B .ABANDONED W
Co`U 1 1
N. \ /
PAVED
EXISTING CATCH BASIN / �C < O NAIL CA / /
EXISTING SANITARY / S / / TOP=453.08/ ` % / }�\;• , FOtM�D I I 0
SEWERMANHOLE / / / 'NVIN=&aj v o\ � J
TOP=477.54 EXISTING ( INVOUT-4.a9 /� T F (\ / N
INV IN=469.84 / BLUETAINTED - INV OUT=44945 /
INV OUT=469.52 / // / METAL ROD ar NOP,� /EXISTING PROPERTYTEr
/ 1�,
ISTING Si\W O\/ 5S �'EXISTING SEWER / / �(�j�`,( <C Fy �co
MANHOLE \ ?; ./ LATERAL STUB OUT o'SEWER EASEMENT / / / `C� i� n x l� - y 1 / / // / / / Lu
IN�IN45596 Fo nD ,4�� \la�E,� (D.B.na9-33) / / / \ r n //,., °�a'G�v_ / T.M.76Mi-zz 1
NvouT-aso.a3 \xlu ��— — / 666� �� / PARCELiz / (n
THE BARTLETT REALTY COMPANY, INCORPORATED / / / / i--I Z °
,8„ zo'DRAINAGEEASEfNENT� / \Xf 6`� D. B.110 - 0
T,HEyON ACTOR / WATER \ \RCP (D,B. ssoz-lay �` ` $ S9 / W °a?
/ LO T�TH UNDERGROUND METER \ \ X TI G U RDRAIL D.B.izoz-7z4THRU7z9PLAT
3F / EXISTING MAIJAGED v'
/ / �"[ELE MMUNICATIONS / \ \ :TLy\ - - S7EEPSLOPES / \ I �F ZONING: PUD
/ S VI SALONG7HESITE EXIS7IN3B°D.I. �'-r, � ix nr�s3a a' �2� USE:BARTLETTTREEEXPERTS,COMMERCIAL / /
FRONTAL SANT YSEWERNIAIN � \ / � •� 1"� ���{RR..i2- °I / / / O O z o
EXI5TASTOR MHO (4T 85' NATONo h
TOP- - < yljl' 3535�� NNN/// Q / / / R s f3,•V= \ \ / INV I%T4 iyd �•. C Say�a/y'go lFy; \ AV EXISTING DI /� / / Q U °
INV0�46x.35 i IY.<X�� a, TOP=Saz.za / / / 'I �r
>.
INV - .z
/ / / 3 / A n• ��` p6� INV OUT�49z,za / / / U Z °
LU
uj
t
944a \�
�(� � � E�
EV( ER.EA� AC T �✓�,y�\t1..(, \ \ / / / / s
�
BENCHMARK: / UJ w'
z _
�° \ iCEXtSTING SANIT R�< /��n/
IRON &CAP SET // / / W
ELEVATION=
/ ALL THINGS PAWSSIPLE, INC. (j Lu z
D.B. 4409 270 W
/ / "� _ \ Y ; e°ie ^ \ / / o
D.B. 3344-393 &394 PLAT
7ONINCa: PUD(�� a4 i9 v / /
' SE: DOG DAY CARE CENTER/ / / / / \ — 190 Y"' [';I c q
/ -bE LIST tV�G SANITARY-3y-�\
SEW MANHOLE
\ \
O�)INVIN4TE
JQx
INV IN47839 k. ,✓`' EXISTING WATER VALVE
INV OUT=478.36
STINGCONCRETE— �,. s9-B'""9 �' \+� 5'GAS LINE EA$ ENT / / � ~C{
BLOCK WALLS — ` �-� c \ m S (D.B. —0-u4) / / 0 C) G
NNL&CAP � GRAPFII SCALE °
NG CONCRETE ;.FOUND /, /
EXISTI;.FOUND
I u�
BLOCK�WALL � / /S G
/ E
P
I ( N FEET )
1 I. •h = zD ft.
/ T.M.76Mi-22A PAVED 3oe No.
FSOB, LLC EXISTING SANITARY \ 2�Z179 -
�C SEWER MANHOLE SCALE
D.B. 3618-642 \ TOPAZ 8.33 -
/ D.B. 3535-6zi & 623 PCAT INV IN=5D3.99 1 "=20'
ZONING: PUD
INV OUT=5o3.98
USE: MILL CREEK PROFESSIONAL BUILDING GG SHEET NO.
2 0
�3
PROPOSED SEGMENTED��
RETAINING WALL WITH \
SAFETY RAILING, I \�
SEE SHEET 6(NOTES &
DETAILS) FOR DETAILS?-.
GRA HIC SCALE/
46o
HT. OF
SIGHT_DISTA
CE-zBo'
460
T
—HT.OF\
F
j
-
EYE=
TOJ,r
455
EXISTING
GRADE(TYP.
A JyG _
e\
455
PROPOSED GRADE
(TYP.
----
-``
`
45 0
`--
�
H
.OF
450
OBJ:
3.5'
445
445
.*
Tau'r
ul
W
z
-
Z
w
Y
W
�
LU
u U
J
U
J Q
O
I--1
O N
a
vz
VE
JOB NO.
202179
_ scale
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 1 11=20'
IN VET SIGHT DISTANCE SHEET NO.
and=z f / / / / (/� q7' 3 0
T.M. 76M1-20 / / \ \ ACSA GENERAL WATER& SEWER CONDITIONS
/LOT iD / \
rMCVL ( / \ 2. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLECOUNTYSERVICEAUTHORITY(ACSA) Tf 0F
D.B. 34 -376 j/ / \ INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA GI�
/ D.B. 18 -2BOY T\ / {- OFFICIALS AT THE START OF THE WORK. G'1
;IS�GWATERMETER 7ON G: PUD \- / " 2. THE LOCATION OF EXISTING UTILITIES ACROSSTHE LINE OFTHE PROPOSED WORKARE NOT SCOTT R LLIN57-,.OTE U ./ �--. NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT.A'yz- )THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES ANDU Lic. No. 035791,23
IS71NPROPERTY / - STRUCTURES, AS NECESSARY. 'apo 08/24/21 BOUND RY3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERALIN94EBjEMENT / WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 'SIONAL B4. DATUM FORALL ELEVATIONSSHOWN IN NATIONAL GEODETIC SURVEY.
'�'CONCttE?E DIYCH•. .; r">' S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY(1-800-552-7001).
VOU=462.49 -- 6. ALLATER ANDSEWE R PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED
FROMWTHETOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
/ SERVICE LATERALS AND WATER LINES, ETC.
( m / 5'GAS LINE EASEMENT" / 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8.2220-214)
8. VALVES ON DEADEND LINES SHALL BE RODDEDTO PROVIDEADEQUATE RESTRAINT FOR THE VALVE
c5• _ .: DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. z
PROPOSED SEGMENTED / io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION
RETAINING WALL WITH / REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,20z4(SENATE BILL 3874 WHICH AMENDS THE ¢ o m m
`.' / J SAFETY RAILING / SAFE DRINKING WATER ACT). k w w
t (MAX. HT. 20') /
MOTH SWd1,FAO m I 4=. / �. / T.M. 76M>_-21 a m f
;ti ACCESS ES T / D u M f U
iI fi j. PARCEL 11 / NOTES w o 0
,ABSS94 PG.45 tv .. 'x 111 .. �s U U in
APS WAREHOUSE, LLC (n u I�
LIMITS OF CLEARING AND GRADING / 2. AMINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER AND SEWER LINES MUST u d 0 o
as9�w I D.8.1ggg-342 w � o z z
i BE PROVIDED. Z o > >
D.6.1102-724 THRU 729 PLAY o 0 0 0
a 1 2. AMINIMUM OF OF COVER MUST BE MAINTAINEDOVERWILANDS/L. z
ZONING: PUD 3.5 O o a a rn
-��: �� / 3. AMINIMUM OF 2.5'OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. N N14
469Ty✓ \ 1 1° EXISTING CATCH BASIN 4- ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT&SHALLBE
TOP VS--B / / DEDICATED FOR PUBLIC USE. Y/ o, in 0i vi
WVOU7=47306 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYINGALL EXISTING ELEVATIONS OF ROADWAY, CURB & H ¢
GUTTER PRIOR TO CONSTRUCTING THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED > � w
\ AC 5 CESS. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES TO THAT THE ur
ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. W>
= -� / 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OFTHE EXISTING
UTILITIES TO CONFIRM DEPTHS AND TO ENS URE THE PROPOSED SEWER, STORM, AND WATER
( / ! GRADES CAN BEACHIEVED.
A KNOX BOX IS REQUIRED AND THE LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S
s
i ROPOSED STONE LINED TRAPEZOIDAL J OFFICE.
\ CHANNEL OUTFALL (2' W IOE AT
Y 1 ' BOTTOM, 6"DEEP, x:i SIDE SLOPES) 8. ACSA SHALL BE CONTACTED THREE (3) DAYS PRIOR TO ANY WORK ON ACSA UTILITIES. A13ACKFLOW
PREVENTER WILL BE REQUIRED.
ROPOSEDSURFACEWATERDIVERSION
SWALE, REPLACE GR-z AS NECESSARY
,` .. ROPOSED STONE LINED TRAPEZOIDAL
CHANNEL OUTFALL(2' WIDE AT
BOTTOM, 6" DEEP,- SIDE SLOPES)
\ / /
s5'VIRGINIAELECTRICAND
POWER COMPANY EASEMENT/
(D.B. 1633-700)
PRO POSED02"COPPERWL =.v 2 � /'�,-t7
LATERAL AND 1"METER. REUSE Q m' } fi`�\� GS� !
W PROPOSED WATER^ / (
EXISTINGw/CORP. STOP FORTHE
RELOCATION OFTHEWATER METER
p,, /
AN LATERAL / ry /"' 456 00. 7 $ / / I < i. � k � \ c�,
/ p - +ss. P�20POSED 2 Op0 SF I < �
N
BUILDING e I ��C �{y ,�
/ /EllSTING ATER 5410 F6 PVCT \ v /F FFE 67t00 // Y
ri' 45a 40 EfP / D''
LATERAL TO BE RI EQ 05o9 50 T �' ,/� PROPOSED6"PVC SANITARY Ch
Lu
S REUSE METER
4518b;,_C,O, E
NEW METER Io--+FS15 q56 Y\ `�, / SEWER SERVICE LATERAL / / / I I f �i.' Xf \ I I /
LOCATION � w - / A56 3D �� / ii WITH CLEANOUTS E
/ ! PROPOSED CONCRETE !!! y ' p
04
EXISTING SANITARY 9 / .fi / ! I ' RETAINING WALL FOR / I `� X ;(. /�� �} ;� k
SEWERMANHOLE j ?' .6'AC9A UTILI I I A OT S I / / CD
TOP / / EASEMENT -i LOADING DOCK / /Y I M. RG.� -� Gi)
4TI54 EXISTING BLUE ( / +i, (MAX HT. 4')aL C4 5S E5 7; m < • r 3 ,� / / / CV
INV IN 46g.84 / ,� PAINTED METAL ROD P \ DB 5594 PG 450 9' I I Ci `D ''� '° ' / /
INV OUT=469.Sz / / a TO BE REMOVED ti D f C 1 458nv v d� 45ss / / / N I/ I I I �..,� 1x;cur, `, a2`.. \ / / 04 Q
J�4'1 -PROPOSE\Di" a568W r i, � / yro �.: N I I (,( ,� :K '1 > F \ / / Q z c L / 45Z83.T URENC / / / p I I .` i'�' <
2 MERE i LL
A. Ll
�'- ����c / / / J �
/ T.M. 6M1-22 /
MANHOLE / A a / G 7 J_ "
/ RAISEMHSTRTOGRADE / / illlbr„� 46-_- 45 an \\� �_� // / / �,� N`}� \ / PARCEL1z / I---t°
EX TOP 45591 EX15 a BW / / / \ THE BARTLETTREALTYCOMPANY,INCORPORATED / / J
WVW a 1' Ra ASE Nr' �/ / �. � /l59 / / '� H o
/ 3 45i7 / WATER C.O� / V F D.B.D.B.110 - D
INVOUi4504"+ �{D.B. 102-72 �- ,�\ / W I --I
METER \ T RCp _ - N D.B. uoz- 2 THRU z PLAT °
/ // .... �64.10 OF6"PVC \�. - - xls- IG N GE / y `c ��. ZONING: PUD 9 H
/ 3rP€ � 0s0ss \ �
0 _
/ / // oaslsal� - ` wti 1�'n9' / / 1zp L A �G�L• / / / / / _j W
/
EXISTING EXIS,L CATC_ L"H� Z I G �D\ ' A EXISTING DI / / / = Q
RAISE TO TO ySfi.o _ ti•a. /
/ EX TOP=453 -z :ems.!'}�y1'�.Y TOP 5ozzo z
EXINVIN-44949;; V 'T5 / lZ 1� x INVIN-49z.2y / / / ci I--r
EXINVIN- 01 ` V :�� IN
OUT=4gzso ,--' / I -I
45 4 EXISTING EWER / /
PROPOSED INV IN=449 5 LATERALS BOUT 'x \ y✓ / �%. ,R}(�. n ! / /
EX INV OUT=yq)f.y5 EXISTING ' /
.. BOUNDARY ._ A ° .. ., .., .. ; , ,.. � - Y � � �
/ TIE -INTO EXISTING STORM SEWER PROPOSED6"PVCTRENCH PROPOSEDSEGMENTED\ \ ,_. / / ! R` / // c
DRAIN LINE WITH CLEANOUTS RETAINING WALL
L=89.o' SLOPE-2.75% 1� -�C ( i � _ \ / / z E
SAFETY RAILING � \= IK, JC'
(MAX. HT: 5) EXIPTIN;ORM/M�< I i / / /
TNG C CpIP F RIN /lh / / / /
~'� 47345 4
EXISTING B"DIP INV N- 6L v Q
NITARYSEWER MAIN�{� /
ul
YE2`(V,` E RL� \ s- :.\ BENCHMARK: / W F--I
�� FXIST`ci5 d7 7c / �% / / / Z
i IRON&CAP SET / / / Z W z
T.M. 6J / f i \ ELEVATION= 08. /
ALL THINGS PAWSSIWSSIPLE,INC. /
D.B.4409.270 / \ _ `�C y✓ Y / / (n w
D.B. 3344-393094 PLAT - / \ _- c F� �Lu
�NING: PUD / ` � \ so < <Y• � °� _j W
--ECISTJNG ( ) r
SEWL&MANHOLE <�j / / v
499
INV IN=478.42(LATERAy__ •. Q
INN 47839 \ ( - � � EX571NG WATER VALVL/
INVOUT=478.36
a5GASLINEEAS ENT
(D.E. u2o-2i4)/
o UItAYFII� SCALE O
�
a 0 1 e1
N FEET) i
1 in -h = 'LD It. N
PAYED. � toa No.
T.M.76M1.12A �
-
LOT i 202179
FSOB, LLC / E SEWEGSAN�ARY \
- SEWERM HOLE SCALE
D.B 3618-64z \ To 18.33
D.B.3535-621&62;PCAT 1 INVIN 503.99 \ 1"=20'
ZONING: PUD Nvour� o3.g8 SHEET NO. -
4
21 €
Conservation Plan Notes:
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH
PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS.
NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS
BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY
THE COUNTY ENGINEERING DEPARTMENT.
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF
CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
3. TEMPORARY EROSION CONTROL MEASURED AND
PERMANENT
STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED
SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED
AND PROTECTED.
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE
OF TREES TO BE PRESERVED AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE
DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE
FEN Cl
NO HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND
APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER,
A A R UTILITY SERVICE IS NECESSARY
ELECTRIC L, I CABLE, TELEPHONE, OR ION U L
WITHIN THE LIMITS A TREE PROTECTION U BEYOND THE LIMITS OF
CLEARING, THE SEPARATION FROM THE TRUNKS OF TRESS SHALL BE
SC UI Z•D TO THE FURTHEST EXTENT POSSIBLE TUN THAT SHALL BE
REQUIRED WHEN DEEMED, BY THc COUNTY ENGINEER, THAT TRENCHING WILL
SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND
PROTECTED.
B. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO
BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN
ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL
HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A
PROFESSIONAL FORESTER OR TREE SPECIALIST.
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO
BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES
WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHAD_ BE
DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL
IS LOOSENED.
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY
EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP.
1992 3.38
FENCING AND ARMORING
I \I
Dav uNE� I \ I
y
\ I
SNOM FENCE \ I
p p
p
p I p I
p p
90APD FENCE p'
� CORD FFNCE
I—C FENCE
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
Source: Va. USWC
Plate 3.38-2
/
- oT noxPum-Buu.-vTr�,+o�PRL.,rr�m,.,,o,�i /
/ 3
J
9U, ,w E N
El
EU
3
41H o,r"o=non�a:, ".x:a .uu:,la nc I,n„n [ � nnn P nfara
El F.e+.w r �, o, R,n tBD taro t aN•II: Trcrrc,oma.+.a. / /
J
cl b BaILb. ecd LaBA, ai 1'F cab h P C+"ULb /
9.Ell
aa.1WnYN rN G *rrca ru Gc diPIL' t L+<Ie Ls ve,.d aTtt:,cl d�.W L.1+c+SJz +rLEctie+, kl:+l // \
t
9 Ai 1 ,Elm ",aoA - ,w4le+n"ut.aaa IHPII I"+1.+5 nu .lru.,::n ua el ,�� \
El L acF 4 .a �Ui ,Leluu Yl � . .W Ge U 4 axY H y N..- wJu,3 /
U IB .b.Bh d '. ju h..Imxu;y5'vmcti:R >J . .. fadanotx / \ /
_2
.11 ,5InL 1LLU, E1l5 BL5 O 1L lU V CCUN uuC,OR. L —1.11„TIN /
NATHAN 8000CK 8/24/2021 \ /
N, \LR $1LN 1IWtC IDA. C) TD
cDY,R,c= ,unLus¢xs,oeuclu w.,Tel \ / /
N��EPx,rf,l3
I!
m
A.
45)
(� o
D GRPHIC SCA \ / 1
I. inch = 20 fL
/
/
/
/
\
\ /
j
/
i
LANDSCf3,PING PLANT SCHEDULE
SYM
I I EDIANICAL
COMMON NAME
SIZE
TREES
UPA ULMISPARVIFOLIA
21/2"c
PLATPNUSACERIFLORA
AEPA
OOM
31/2"c.
AS ROTU(.ILOBAUgUIOAMBARSTYRAUFHIUFLVA
AMERICANSWEETGUM
21/2"c
UNDERSTORY
TREES
PY PRUNUS
YEDOENSIS YOSHIN0 CHERRY
6'-7'ht.
SHRUBS
AS
IABEQAGRANDIFLORA
IGLOSSYABELIA
24"ht. I
IG
I ILEX f?L4aRA
INKBERRY HOLLY
24"hLl
IV
IT
1IRGINIAHEN RY'S GARNET'
HENRY'SCARNETSWEUSPIRE
24"ht.,
BU
R RKWOODII
BURKWOOD VIBURNUM
307h[.I
CAKOPY
PROPOSEDTREE
/rPROTECTION FENCING
/ Evergreen Tree Planting Detail
r Not To Scale
/
PROPOSED SEGMENTED
RETAINING WALL,
SEE GRADING SHEET
FOR DETAILS
A
1 sE
/
/
mEll
J
`
COVERAGE
TREESUPTC 4-ULS IAL LBESTAKED
WITH. z"xz HAROWOODSTAKES.
TREESOF y'CAL OR LARGER LEE
GUYEDWIT43EQUALLY SPACED, TWISTED,
AND TURNBUCK! ES. LOOP H05BAROUND
TRUNK. FUG WIRES WITH COURVEY TAPE.
BE TO SPECIFIUTION5 FOR
FURTHERINFORMATION
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKUS43 UP TREE
xz' HARDWOOU STAKES, ALIGN
TOPOP STAKES
MULCH
AMENL
CUT AND REMOVEBURLAP FROM TOP
./30FBA! LASSHOWN
SCARIFY 5UBSOIL TO 4• MIN. DEPTH
COMPACTEDSUBGRADE
OUBLE STRAND kaa GAUGEWI.
WITH RUBBER HOSE & TURAEUC
CUT&R.—BURLAPFROM TOP
y OFBALLA55HDWN
5CAR FY 5UB50 LTO4• MIN. DEPTH
MULGISALC-R
FINSHEDGRADE
ES UPT04' CAL SHALLBE STAKED.
TREES C CAL DR URGER SHALL EE
GUYED WI TH3EQUALLYSPACED
TW STED,# AUGEWIREWITHHOSE
AND TURNBUCK,ES LOOP HOSE
AR OUNDTRUNKABOVEBRANCHES
_OWN, FUG WIRES WITH
COURVEYTAPEREFtRTOSPEC5
FOR ADDITION —FORMATION.
AMENDED SOIL MIX
COMPACTED SUBGRADE
1 F,1- I-f_ r� !r �{R 1 T s \ Tree Planting and Staking Detail
ry t rr rr rT rpgp I I i NDt TD Scale
T r\ 7 �17 T4 \ GRADEIN EXCESS OF3i
n- r I CONSERVATION MIX REQUIRED
rr �T �� , I LANDSCAPING CALCULATIONS•
Ir rr AC : 58 671 SF
f'�ly''- (T CANOPY REQUIRED 10 5,867 SF
II r I rl' it I) ('t- � %� ; `--' 1 / \ PROPOSED CANOPY, Z058 SF
r STREET TREES.'
I r r TOTAL LINEAR FOOTAGE OF ROADWAY WHH NEW BUILDING: 220 LF
TOTAL STREET TREES REQUIRED TREE PER 40) = 6 TREESES
mrIr, (1 Tr�l TOTAL STREET TREES PROVIDED
DED 6 TREES
r \ r 4 s INTERIOR PARKING CALCULA77ONS:
(- TOTAL NEW PARKING AREAS AND 77?AVELWAYS - 14,225 EF
TOTAL INTERIOR LANDSCAPING REIREDr(j r Yr ��._- \ TOTAL INTERIOR LANDSCAPING PROPOSEDI= 1,662 SFE
\ I �OSLOPES GREATER THAN 3:7 SHALL BE PLANTED WITH NATIVE STEEP
-r T- r I I ; ((SLOPE MIX MIH ANNUAL RYEGRASS BY ERNST CONSERVA77ON SEEDS
LB. MX
PERU 000 SFRN GRASSll IM/X /N THESE AREAS SHALL PROVIDEOR 1
Y r rrr 1 1 I I \ \ PERMANENT STABILIZA77ON AND SHALL NOT REQUIRE MOWING.
r / 1
2 ALL TREES TO BE PLANTED SHALL MEET THE SP AN77NG ON5 E THE
r 1 AMERICAN ASSOClAT10N OF NURSERYMEN. THE PLANT NG OF ]BEES
met--r rr rrr r rr I 1 1 � �'• SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED
IMITS OF CLEARING AND GRADING y� \ LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
_ � -3 NURSERYMEN'S ASSOCIA LION, THE VIRGINIA SOCIETY OF LANDSCAPE
"Ui1+6sT.,rrr DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY
_ I OF LANDSCAPE ARCHITECTS NI THE ROAD AND BRIDGE
SLL SITE
77ONS OF THE TREE IA DEPARTMENT OF IRANSPORTARON.
\� �"`?�,".- _ ./ / •---'-"" 3. ALL SITE PAN7/NGS OF TREES AND SHRUBS SHALL BE ALLOWED T( \V REACH, AND BE MAINTAINED AT, MATURE HEIGHT,' THE TOPPING OF
TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED
PLAINT.LLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
-;� 4. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT
DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA
_ BETWEEN 2AND T ABOVE GROUND AS CLEAR ZONE TO PRESERVE
�/ \ SIGHT LINES AND ACCOMMODATE PEDE57R7ANS.
—490
� OFG
Z�SCOTT R. LLINS
Ci ED. No. 035791,2
08/24/21 Ewa
STONAL '-
t2
W `
m � N N
Q
H �
Lu
M
N
r
�
11 1
N
V)
rn
04
J
>
z
J
J
>
U)
,-1
z
o°
v
w
i--1
K
V
O
z
fy
o
s
Q
J
U
Q
u
YZ
21
Lu
cn
g
r i
5
U
E
ul
L
z
ZLU
W
zt
— ;
w
Jr
Lu
o`
111
v
r
J�
/Q
V
C)
0 N
C~
G
d
N
VE
JOB NO.
202179
SCALE
111=20'
SHEET NO.
5
n
ALBEMARLE COUNTY
GENERAL CON57RUCTION NOTES.*
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
12
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (WOT). THIS
REFLECTIVE ALUMINUM
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
assEavEO
LEGEND AND BORDER - GREEN
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
vwwurvc
WHITE SYMBOL ON BLUE
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
BACKGROUND BACKGROUND -
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
WHITE
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE K17H THE APPROVED EROSION
I
TYPICAL AT ALL HANDICAP SPACES
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
~~
THIS SIGN TYPICAL AT ALL 'VAN
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE
VAN
ACCESSIBLE" PARKING SPACES
15 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. I OR BETTER ARE TO BE
AGaESSI&E
ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE
PENALTY SIGN WITH WORDING AS
COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT /S DEEMED NECESSARY /N ORDER TO
REQUIRED BY STATE OR LOCAL LAW
STABILIZE A DRAINAGE CHANNEL
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
Z UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 1/1.
I,_
GALVANIZED 'U" CHANNEL POST
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 774E
r0
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
o
ROAD NOTES•
"I
m
PAVEMENT
0
i. AN ACTUAL COPY OF THE CREPORT IS TO SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE
o ¢
VOOT A3 GENERAL
MATERIAL IF INS SSV VALUESES 1 ARE LESS THAN 0, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS
CONCRETE
APPROVAL THE PROPOSED METHOD OF CORRECTION.
O "PLATE AND
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLA N
- 3
TOPSOIL AND SEED
COMPACTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION
FOR TYPE 1, !l, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS
BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE
COURSE IS APPLIED PRIOR TO 60 DAYS. THE PUGMILL REQUIREMENT WILL APPLY.
S THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS
N
APPLIED.
7, PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® O.J
_,wA
GAL
S-).
S
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION
4" MIN.
SPECIFICATIONS.
9. ENCROACHMENT.. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A
ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY TH05E
STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE
LOCATED WITHIN THE STREETS RIGHT OF WAY.
r�9D1dF
HANDICAP PARKING SIGN DETAIL
1. THE LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF
NOT TO SCALE
THIS PROJECT.
ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE
2. WHERE UNSUITABLE MATERIAL 15 ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD
EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH
RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE
SIGNS MOUNTED BOTH SIDES
ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER
TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION
NOTE: FINAL STRUCTURAL WALL DESIGN TO BE
OF THE SUBGRADE.
SUBMITTED WITH STRUCTURAL ENGINEERING PLANS
7. ALL CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE
LENGTH OF CEO -GRID DISTANCE FROM END
OOE
(1) FOOT OR AN APPROVED VDOT PIPE MATERIAL
FROM BACK OF WALL OF CEO -GRID TO
2. STANDARD UNDERDRAINS (CD -1 OR CD-2 OR UD-4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE
ADJACENT TO EX. W/L EX WATERLINE
.9ELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM
I _ e' _ 1 _ 2' 1
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE K17H THE VIRGINIA DEPARTMENT OF
TRANSPORTA 77ON SPECIFICATIONS UNLESS 07HERMSE N07ED ON PLANS
STD. CG-12
HANDICAP SIGN RAMP HANDICAP SIGN
LOCATION (VAN) LOCATION
/\ I SIDEWALK
PAINTED I
SPEC 1 9' I B' 9' 1
(TYPICAL)
MIN. MlN. M/N.
ACCESSIBLE SPACES
HANDICAP SPACE DETAIL
NOTE NO SCALE
NC PARKING SPACES & ACCESSIBLE ROUTES %TALL BE COMPLIANT
r/ ALL CURRENT ADA STANDARDS & LOCAL/STA M REQUIREMENTS
INSPECTIONS N07ES pA MENr c ND: ( l
1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND 1. HEAVY DUTY PAVEMENT /
ACCESSIBLE ROUTES SHALL BE INSTALLED /N ACCORDANCE /
WITH /CC ANSI Af77.1-09.
2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM Z LIGHT DUTY PAVEMENT I -
THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL 1
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES
ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF
THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE
FIXTURES SHALL BE PROTECTED SY A BACKWATER VALVE
INSTALLED /N THE BUILDING DRAIN, BRANCH OF THE
BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH \
FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS \
ABOVE THE ELEVA77ON OF THE MANHOLE COVER OF THE \1
NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT
DISCHARGE THROUGH A BACKWATER VALVE. _
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO - _ --
CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS _
HANDICAPPED SPACES SHALL 8E IOENRFIED
BY ABOVE GRADE SIGNS AS RESERVED FOR
RESERVED PHYSICALLY HANDICAPPED PERSONS PROWDE RESERVED
PARKING ONE (1) R-7-8 SIGN AT EACH HANOCAPPED pgRKING
PARKING SPACE INDICATED ON SITE PLAN.
SIGN MLL BE ALUMINUM (PAINTED NHI1E) MTH
GREEN LETTERS AND INTERVA ROYAL MlEELCHA/R
SYMBOL THE CENTER OF SIGN SHALL BE A
LEAST FIVE (5) FEET ABOVE GRADE BUT NO
HIOIFR MAN .gHN (7) FEEr ABOVE GRADE
SIGN SHALL BE PLACED ON STEEL POST i-1/2-,y
PAINTED BUCK SET W 12. 11 CCWCREIE
TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM W yw
ADA REQUIREMENTS
HANDICAPPED PARKING SIGNS
NO SCALE
TOP OF CONCRETE
MIN.
WALL
42"
SITE
RAIL
GRADE
I
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE II I I
EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANC E FROM BACK O F BLOCK. .., I I •.
SHRUBS MAY BE PLANTEDADTACENT TO WALL, BUT SHALL UTI LIZE WATERPROOF
Concrete Bumper Block BARRIER BENEATH PLANTINGS WITHIHOAXH DISTANCEE FRONI WALL �J
• co.aew. a,00p PSL, YIwaWa LO'r,'-FERMEA.DILITY SOIL ^ < SITE
Rp.6rcing 2g4R bars. 1.5"&omboltym" I " WALL
• 72^I..g,5^M�, a^,dae l°p, 7&gwt wldo bouom 1 FILTER FABRIC
• (AlWd,.wn.r k-) iii
WALL RAIL FASTLNINC DETAIL
Pa „I 1 12-_I 1172"'I \\\. \\ \ III STRUCTURAL NOT TO SCALE
314"holes 70 Z II- BACKFILL
72"
r M :
I-
ll i
DUMPSTER AREA DETAILS r (� -
H , 'III III 02•-0"
Prvs�wcixw .xrrr se �' vxw xorosm sxewE�
r T�aofiw:
CONSTRUCTION JOINT DETAIL
® xw — T w°uwc urcxs
x I/.xLxcx
® u oerzwsx esi cexorcv Ise[ IpiE ,sI v to .-T Trt U.0 n 11 s ° Xlsnw uPlucT urws
°
d d d °
°4
NO.
d d
DUMPSTER GATE
(SEE DETAIL THIS SHEET)
_STEEL BOLLARD -TYP.(EXTERIOR)
(SEE DETAIL THIS SHEET)
d
4
d
° WOODEN FENCE ENCLOSURE
-.-.� (6'-0"HEIGHT -MIN.)
to'
\\ I STEEL BOLLARD -TYP.(INTERIOR)
_d ° (SEE DETAIL THIS SHEET)
O
12'
DUMPSTER LAYOUT
6"x6" W2.1 xW2.1 WELDED
NOTE: BROOM FINISH WIRE REINFORCEMENT
]' CUSS AJ COYCRETE
7. 2IA S7OYf
6• COMPACTED 2I4
STONE SUBBASE
DUMPSTER CONCRETE PAD
NOTE.• CONTRACTOR TO VERIFY NTH ON -ATE
GEOTECHNICAL ENG'NEER FOR FINAL CONCRETE DETAILS.
1x6x6 TREATED BOARDS
BOLTED TO IRON FRAME
(MIN. HEIGHT = 6')
STEEL BOLLARD - TYP. (EXTERIOR)
(SEE DETAIL THIS SHEET)
2x2X'/ts ANGLE
IRON FRAME
DUMPSTER GATE
r" sv x
FINISHED I I
GRADE-` TI fI�IYI r
/Kf DIA. DRAIN TILE
2'-0"
TO .4
OF H
(TYPICAL)
5WODSPUNSTAINLESS STEEL CAP DCLLARD DETAIL
WITH 1" RADIUSED EDGE
CONTINUOUS WELD GROUND SMOOTH
TYPE 3G1 STAINLESS STEEL POLISHED TO SATIN 24�
❑ 6' SCHEDULE 40 (.280- WALLI
STAINLESS STEEL PIPE
❑ 6' SCHEDULE 80 (43Z WALL)
STAINLESS STEEL PIPE
11'DIA - I �-
tAG BOU
coNcrr
NOTES. xxP,.. evnxx,.
API
E ( -ITf IT wxra:e wux� To w�vx n¢
^ e .w rceEe —1..- cxuss swc
ASPHALT PAVEMENT WIDENING
FOR WIDEWN0
r51n?T 011 11,
LATEST
'-:«5"v.°euuir:c�
� ��vN41c,naW°m BE C ero rw µs
xo°savx° p i0.�iA4iT °w"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
STANDARD 6" CURB
Ir
2•R
78
STANDARD CG-6 STONE�BASE UNDER 5758. OR CURB
CURB & GUTTER & CHECKED BY MOOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFIWNG.
(VARIABLE MOTH)
4" GONG
4' 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
F
F �
F
O Z Z
C. V
z F a
/ LIGHT -DUTY PAVEMENT (TYP.) 2
Z w r7 > >
N Z a W W Q
LU
2• SM-9.5
SURFACE COURSE
PROPOSED 1' SM-9.5�
OVERLAY
EXISTING .. .. 8^ 21-A-�-
PAVEMENT BASE COURSE
EX. STONE -�-\ SIUBASE �, j � COMPACTED
COMPACTS \'E� jX�\\"S'%\'7�5'��\J�\SP \�l SUBGRADE
SUBGRACE
ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - LIGHT DUTY
NO SCALE PARKING SPACES
NO SCALE
CEN RAL NOTESA,xvdIMILxo 5i0µoµ
.Ex'�, T«w..11. ., .-
e TYPE A
s PERPENDICULAR
z rzw rt uu. m TE .1', .a3)k
uro v�unE s*x .sxs,_wT c&ss. E o w s.°.a TYPE B
PPRA LEL
T a< E .•..s s"wc .c .:Tklm .Tx
xiiTT-
x T x
TYPE C
PA'tR-}L-LEL6 PERPENDICULAR
(/-���'{�"�}\} (- IP6 9 v a`i�`o •"s. a -IE
x,wr 't' i� I o ilo
"Lull xDETECTPBLE ,YARNING TRUNCATED DOME DETECTABLE WARNINGx
INSTALLED ON A RADIUS DETAL DETAIL
��°: w CG-12 DETECTABLE WARNING' SURFACE
v.x-irGENERAL NOTESI,
�= a
IYPII PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
��,ywa
T♦Txx.
srve x Tm a alu
2• SM-9.5A
SURFACE COURSE
3' BM-25
BASE COURSE (1M-19)
5. 21-A
SUB -BASE COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING - HEAVY DUTY
DRIVE AISLES
NO SCALE
A`,
sxPw•r-x,x xvvr� �' �O zvTwvl v�
A E
S
w•,
r=
PEDESTRINN ACCESS ROUTE DETAILS WITH
WITHOUT UPAVED SPACE
pxowsm vwr 4� E itxT k
m
HALF PLAN
A�j
it eu, s� reh.. en xsa
nvo
s SECTIO-NI
B-B
s
° Os� m+cxr
SECTION C-C
9ro cr cxwE a.wsT
SECTIONJx+L ALA
eaxnu. v. Tx.E ye .uec a ,uuuw v�sxvus
.=T: ;..L:v
SECTION D-DN D'-"DD
STANDARD ENTRANCE GUTTER
so a
wz
Al
---- _ ws �� CI xxruxe arc. xm[ at
GENERAL NOTES
xovw�
F mcP''Di..x m wxv
wv�u.lxa sort
T
-� rt.
� svorx ox rcerx ssc pJ a ""xc.e xo.mxr
x.�e o6=n m xs
4'
PLAN. VIEW
ro Tw °F evM°'ssmnxT. rxeaoce c°xoue ar rulx.
sn
ENTRANCE NOTES
a
r•�r r.r+vaxx: vex ®xxv
---- D
o emv¢ wssrlvE ovuwcE wmss
MT
p
ur uc
Svw,
3°'"""x
,v�''w° xs xaT xsvwcE ro zivxT
SECTION A P A
ALLOWABLE ENTRANCE GRADE CHANGES
,nE cx+�ss
�}('
CIm�S2 ,,•' •'•'; l
ExTx.svcE v°suie
.,w:.as To sneEr wrecc�wrs °
SECTION C-O
CGPA DETECTABLE WARNING SURFACE 1
TYPE C (PARALLEL III PERPENDICULAR) APPLICATION I I
M
M
rn
N
M
N
0
0
N
N
W
J
J_
U)
W
O
J
a
2
U
`1
W
' n F_
V 1 U)
I-
zW
LU
LL_
F_
U
Jr
JN�
lJ..
Cal
0�
0
N
U
•
w
f-1
Z
HI
LL
1
V/
rl J_
I"' Q
O Q
J 016
LU
O
0
z
�I
Y
W
LU
U
J
H
W E
a �
JOB NO.
202179
SCALE
AS SHOWN
SHEET NO.
6
Luminaire Leclend & Schedule
-3 S LVIN LECs b E-K e 70 ON
tlLVAI
u,.—Ne
H LUWRRxpDUauCnx
NN
DOE—W.—A
............
2
P -
,OVC
ELEC.TI—OCAL- bo-N— 112,
-1)Fpy IE.111u—w.).1 -ko ".1 1. saiarsx
EI..
"iZ; -p, wOn.1m D,_ hMan
IE 10. 240. L."
a,
-
M.-AmJl-rpl
rne
aka rcs
1 CA. 0 14 11-1 aD .1 IWO W
EVERD'NO IHAFENANNEE - VG (w, . orP)
FOR.
mapmaEl[ a®.
'34,Y(,E'NL
LI
C A FC
STEEL SQUARE POLES
DD,JWmNs
ia
C
V.t
z IRA
w
DETERADOING TPE LUMINALNE POLE LOWINATIENI FOR LOUR —ATIGA:
—n—OW,
• ch' '0. EPA Im, 1. "vrl Hn, -11
kracpeb
A
O.
DarWagr
Slim Wall Pack (WPSLS)
Small LED Slim Wall Pack
10 06
FEATURES A SPECIFICATIONS
—d
AP—s.uml. in-1 Ph—
ft �Iln
1 IN
daevry
P� =IL manna canna no.:e. ,rt to
LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM)
UNNNALONE ORDERING NFON—OR
XLCIA 5 LED SS CW LIE OLK PC1120
,T-
at
C!_
.-A VIA ENRIN (— .—j
LEH AND PUT VERSIONS Of TYPE H REFBUQR3 ITDP VIEW)
Ur Nnro 1-0 .1 IIL
IN, I. O'E. —
STEEL SQUARE POLES
—OPOENNOININN—Oh
5SQB5 S070 24 S PLP SF GGP
M
%
i=%1211
4�tr P.
4,.
L,
71
"n.
EDIUNCLE
A..
tbw
Small LED Slim Wall Pack (WPSLS)
o.CE,FN. Do—
�WPSLS LED IL ILAV DIM 30 PG120 M — — — — — — — — — - —
_nV
PERFORMANCE F ... or, DIMENSIONS
oK 6 00
1 1 21� 110711 2125 110721 211D
.65
LED HID
w
BE $54
1-17 1, OR "V
453 T__
70 ED $53 so
777,7_
0 , —$82 11
21-0 3-112 IN
PHOTOMETP-5
WPSLS -4L-40
NOTE:
a.. 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 TO REFLECT
LIGHTAWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY
FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM
LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL
OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
FOOTCANDLE.
2. THE WALL PACK SHALL BE A WARM WHITE (3000K).
3. TILTING OF LIGHT FIXTURES 15 NOT PERMITTED. ALL LIGHT
FIXTURES THAT EMIT3,000 OR MORE INITIAL LUMENS MUST BE FULL
CUT OFF AND THEREFORE MAY NOT BE TILTED.
Symbol
Qty
Label
Arrangement
LLF
Description
6
S311
SINGLE
1.000
LSI # XLCM-3-LED-HO-CW-BRZ
SINGLE
1.000
LSI # WPSLS-40W-3000K-BZ
0 f..t.aodl..
..t—.dl..
�j:,,PR9P,
41-
%
GRAPC SCALE
IN FEET
20
0,
%
inch = ft.
O SCOTT R. LLINSZ
LJO. No. 035791,E
'D 0 08/24/21
IOXAL E
Ul
z
1't
I,-
Ci
Cl)
CID
04
C")
0
a)
C\1
LILF
U)
w
0
_i
w
L:
D
U)
LLI
LU
U)
r
w
C)
C:)
N
CD
Do
Ind
n'.
19
TV
JOB NO.
202179
SCALE
1 11=20'
SHEET NO.
7
Sfllll-fllTO
Al'C.l
(A C'fC9)
Cw
fc
(Min.)
10
0.91
0.80
6.0
x
0.88
0.80
7
G
0.00
0.90
5.0
4
0.36
090
5.0
2
0.00
090
5.0
'I1tFENCI1
0.08
0.60
5.0
h
PROPOSEDDRAINAGEDIVIDEJ
T.M.7610 x
ALLTHINGS PAWS)SIPLE,INC. / ,�// \ \ ��- - - \ / �q, , \g, , t
/ D.B. 3344993�394 PLAT
7,�ONING: PUD
I
SLOT
D.B. 35356G:PUD �AT , 1
ZONING: PUD
STR:So
VDOT DIa
ED GRADE
STR:
VDOT M H-
TP=454 7
INV IN: 446.28 TO v
INV IN: 446.z8 TO •
INV OUT: 446.18 TO EX-
/
/
EXISTING GRADE
F455
-453� 9
INV OUT: 446.83 TO z
455
FILL
45D
450
al>
EXISTING
to"ACSA
DIP WATERLINE
445
18" HDPoEg7�
63,36 LF CiB
445
442
I
442
0+00 0+60 1+00
STR Zo -STR z
/ I
-GRAPM. HIC-KCAL-E'
TPA"
CELvaa(1N PeE'r)
/ APS WAREHOUSE, LLC { /-1_ ch _30 rt.
U.S. aadD714 THRl1 R9 PLAY
1 ZONING: PUO
_ STING CATCH BASIN
PROPOSED ;RAINAGE DIVIDE {
18 THE
REALTY COMPA(JY,INCOf2PORATED/
D.B. C5690 / \
}I
x ( L•/ XA �/ I I/ 1 \ �/ /
a
i
/
�K M,✓i M. ta,
j
\
VERTICAL PROFILE SCALE
D 2.5 5 10
(1N E'EL )
/
ORIZONTAL PROFIL
/
SCAL�Fr/
216 YJ 100
/
r.
PIPE DESIGN
n = 0.013
aPa
H}Mrolo�
Pipe
W
-To
e C
_
J c
Flpe run: SrRB-IXt
8
fi
0.80
R.
O.tlO
0-0-]20
8.01
133
SJBAB
Ci].16
96.6
0.013
OW ]5
24
21.22
6.24
11
6
3
0.90
0000
O.104
Ill
5.94
O.OU
1.2.23
44 T.fi6
346.7]
118.7
0.013
V.W]6
24
11.22
514
0.36
0.36
O.W.24I.-684I.b9
6.00
SW.6]
446.218.40.013O.C211243560
829
0.04
t2T
IXt
000
0:0
OODD
1]56
192503000
1024446.10G4656
6980.013dtd752<216018
R 10- STR2
10 2
0.91
0.80 0.]20
0.728
v-W 6.35
462
4.62 Gf6.bJ 466.26
63.4 0.013 OCGtl]
18 10.61 5.79
0.16
Uesign 9mrn„ear
ID
POINT
OOlVNBTItFA\1 DRAIN
Sr R[1CTLl1C ARG1
RUNOFF
COCIP-
(:A
INCI2 ACCI]At
IN Fr
TIME
ItA1N 12UNOFF
PALL
Q
IN4FRi
CTGV,1T70N3
I}T'GIH
81.01'R
DIA
CA PA-
CITY
VFJ.
FIA1V
TI\ID
ACI2FS
C
MIN
MIN C.F.S.
GYPFR
I,O1V Ht
FFF.r
FTJFT.
INCIIPS
C.F.S.
FI S.
SPC
8
0.88
DSV
0.70
0.70
7.20
6.01
4.2
6
<Js+s
uz76
96.47
Doors
24
21s
> _
18.4
6
11.W
0.91)
0.00
0.70
7.31
5.94
P4.24347.6G
4J6.77
118.7;
OW75
2J
21�
>2
22.6
+0.36O.W0�U]
].k8
S.R43
J46G7
+J6.28
18.J+
OO�II
'J
3S6
33
12
2
OW
O.S`0
0.00
1.;6
].92
5.83
EKl
LIG.13
345.66
69.79
U.Wh
a
212
66
lU5
lD
191
oso
Dn
1,13
6.W
635
46
Jlb 83
.M116.28
63.36
UWS]
IS
IO.G
5.8
109
bn Year lU Yro]cctMill Gcci.lydr I al Yark J,b 4. 202179 YmP-d by:
KKW, YIi�
IN] PT
sTA'mno
o1nr \V LFATHt
smvAcen'LEv
L.
D "
Q. sr
nv
ur I
V.
JLNL
noNLOSS
F.
aw,v
INLET WATER
sulu'Ace¢ce
au1
LTEv
Iti
Q�,
v.,
Q.
v�r=
IL
ANGLEu.,
Iv
IJu,
au
J+7J5
63.36
18
6.03 0.003
0.13 J.J
0.0
IU
U.UO
13
U
0.05
NA
N/,\
0.22
44797
453.89
.
"J
13.19O.W3
021436.1
62
37>'
0.6
U.21
8
0
0.28
N/A
N/A
0.9
JJ7.75
JSJ.7>
95
I8.J
'J
7.R5O.WI
0.022>00
11
!�7G76990.2
1.8
9JJ])]+
DO002
68
00^W8OU7
55
J72
'24
>.S3O.gI
0.I6I.8
0.0
6
1+2
DO
00261
00'6i3
0.06
N/A
N/A
0.12
JJB.J)
21
5S3U.WI
0.03
.S49.
U.0
8
0.00
7
0
0.01
NA
N/A
0.06
JJ9.J2
J62.T6IF
PROFILE FOR STRUCTURE
AND PIPE INFORMATIONAL
PURPOSES ONLY, SWM
DESIGN SHOWN ON THIS
PROFILE TO BE APPROVED
WITH VSMP SET
STR:z
VDOTMH-1
TP=454-76_
INV IN: 446.28 TO to
INV IN: 446.28 TO 4
.A. INV OUT: 446a8 TO EXa
PROPOSED 04B° STANDPIPE WITH TRASHRACK SHALL
SERVE AS THE RISER STRUCTURE (STR. 4). RISER TO
INCLUDE (1) ONE fdz-W LOW -FLOW ORIFICE WITH AN
INVERT ELEV. 451.00'. ALL ORIFICES SHALL HAVE
TRASHRACKS. SEE THE DETAIL ON THIS SHEET, OR
EQUIVALENT, FOR ADDITIONAL INFORMATION.
STR:EXa
EXISTING INLET
TP=448.85
INV IN: 44566 TO x
EX INV IN: 44669
EXIN OUT:445.56
CONTRACTOR SHALL CONNECT -
PROPOSED STR. 1 INTO EXISTING INLET
2
4" WATERTIGHT HDPE
69.79 LF Lal D.7546
IN FEET j
470
At
s'IRucloRe
DwvINncH;
U IT. 0\V'I YYI;
INLUI'
IYPL
AREA
ITT)
YLWMI;I LR
(FT)
A
(.1CHFS)
C
1
Q
10
DI -I
2.33
10.00
0.91
0.80
4.00
2.91
25 WEIRFLOW
10
Dl-1
2.33
lU.UO
0.91
0.80
6.50
4,73
3.5 WEILLFLOW
to
DS1-Jo%r>ua_rca
-
Ln
5.00
0.91
o.ao
4.00
7
_.91
4.0 o)uF1ceFLOW
10
UII-50%cloyed
1.17
5.00
0.91
0.80
6.50
4.73
6.9 0121FICE FLOW
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
OW.
(n)
LENGTH'
(ft.)
SLOPE
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Cwb
Type
SLOT
LENGTH
RIM
ELEVATION
B
RISER
WA
48"
452.75
7
24
96.47
0.75%
44848
447.76
HDPE
6G3-6
-
455.95
5
24
118.73
0.7571.
447.66
446.77
HDPE
4
RISER
CO
48"
452.75
3
24
18.44
2.11%
446.67
446.28
HDPE
2
MH-1
GG-fi
-
454.75
1
24
69.]9
0.75%
446.18
445.66
HDPE
10
DI-1
453.59
9
18
63.36
0.87%
446.83
446.28
HDPE
G70
PRO POSED BASIN'B'TOP OF D,
a
HAS A LOW POINT LOCATED AT
PROPOS�D CURB CUT,
465
�45y.67'(1'
BELOW THE F
PROPOSED BASI
A' TOP OF
AM ELEV.=454.8
(WITH A 16'
O �
IDE VDOT CL Al
EMERGENCY SPI�l.WAY
RIPRAP LINED
WITH
F-
h�
�
O ��
100-yr PEAK
10-yr PEAK 1
LTER FABRIC U
DE0.LAYMENT
16 �
XISTING �
_
C1 la »
2-yr PEAK W
460
&A CREST ELE\ry.
453.80')
'^ Z 0
GRADE
1-yr PEAR W
�t n'
�twily»
m�F-zz
455
455
�
} PROPOSED
GRADE
100 yr PEAK WSE=453.03
'
"S
ri
n,
10-yr PEAK WSE=452.91
2-yr PEAK WSE=452.83
-_
PROPOSED BF
45p
1-yr PEAK WSE 452.77
--
"'`-•^
DRAIN TO TMI
CONTRACTOR
'..y
-
-
CHANNELS A'
--
,_'
--'-'- --_
ENSURE POST
HDPE
PROPOSED 048"
SHALL SERVE AS
24°
LF @ 0.76�
RISER TO INCLU[
445ORIFICE
14"HDPE STORM
SEWE 96.47
WITH
0+60 1+00 1+50 2+00 2+50 3+00
PROFILE SCALES
1"=5-(V) STR 8 - EX 1
E)
W8E-453.03
SE 452.91
E-452.83
E-452.77
:ONTRACTOR SHALLINSTALL THE
_MBANKMENTS INACCORDANCE w/THE
]ESIGNS SHOWN ON THIS SHEET, TYP.
TINS' FLOORS SHALL BE SLOPED TO
RISERS (O.SD% MIN.), TYPICAL
SHALL INSTALL GENTLY SLOPED
THE BASINS' LOW POINTS TO
IVE DRAINAGE THROUGHOUT, TYP.
iTANDPIPE WITH TRASHRACK
THE RISER STRUCTURE (STR. 8).
E (1) ONE 02-Ii` LOW -FLOW
INVERT ELEV.=451.00'. RISER
H A 024" INVERT OUT=448.48'.
\LL HAVE TRASHRACKS. SEE
115 SHEET, OR EQUIVALENT,
INFORMATION.
T OFG
I�
� SCOTT R.0 LLINSZ
CJ Lie. No. 035791,n
'd 08/24/21 c,F'
lONAL EEG1S�
TILL
�
Ly
2.2
A
uis
J
z
M
M
N
co
W
N
N
�
�
Q
z
o
I-
w
LL_
\