HomeMy WebLinkAboutSDP202000049 Review Comments Final Site Plan and Comps. 2020-07-28 (2)ACSA GENERAL WATER & SEWER CONDITIONS
/ � T.M. 76M1-20 CNo.
LOT to / 1. WORK SHALL BE SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS.
i THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THEI�D.MCV LoLC 6 WORK. 347 35 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
D.B.1848-28o PLAT SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, SZPAVED EXISTING WATER METERSZONING: PUD .�3 I ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 1,2_LOCATION OF WATER LINE ; 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER q1 EASEMENT(D.B.z342-246) / AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. y� 'EXISTIN FIREEXISTING PROPERTY 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. HYDRANT ALVE
3 'I'
w4' DRAINAGE EASEMENT BOUNDARY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7003.).
/ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE
DJ3. i8y8-z78) TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
-�`----m P / -- " CONCRETE DJTCH -
WATER LINES, ETC.
-m - "YtQ m _ m - NV OUT 46z.yg 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
& VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A
FUTURE
5'g. TREES ARE NOT POERMITTED NN HE ACSA EASEMENT.
\ OF THE LIE.
z GAS LINE EASEMENT
\ Aya - (D.B. uzo-zv) zo. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS
EXISTING ACSA io"
DIP WATERLINE 457.17TC -\ FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
456I67EP
I
)EXISTI
r 455.58TC' 458.83TC . 460455.25EP `, 458.33EP459BWZ O458.50TC - - ,. T.M.76M1-21DRAINAGEEASEM NT -- a 458.00EP 458.89T(j4 45ii3kP_-y s APS WAR HOUSE LLC nz-z z & D.B. uoz zz) tiC ti
- _ o 464TW ��A D.B.1999-352
~ - PROPOSED DI
f� asa OOEP , a60sw o D.B. 1102-724 THRU 729 PLAT a g
wvouN=aa0.42 o w ZONING: PUD O w w
- ' 'w
III 2 454.25EP 5% V ? �' EXISTING CATCH BASIN Y/ R Ln
459.83TC
t� EXISTING ACSA 8" DIP WATERLINE j s PROPOSED 15' 459.33EP ` TOP- o8 N a
q b `1 INV OUTS o6
( , j SEWER PIPE J --- - - ` 473 , w
HOPE STORM �
/ EXTOP- nl 608W
HDP
_ /EXISTING CATCH ALU
SIIN
48 85 ._
EX i � PROPOSED WALL
` 1 I
/ PROPOSED NUUT 445 5b 1 454.09EP 3 MAX. HEIGHT=io' S GN - - - - - - - - - - - - - - - - - - - - - -
24 RCP
445� 7
r 1
TIE-IN TO EXISTING STORM SEWER 456.00TC 458.50TC UTILITY NOTES:
PROPOSED 12" `.
S M EX-1 454.33TW DRAIN LINE 455.SOEP ` o , 458.00EP '\ 1 EL 1 z. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND
m 452.00BW Z o SEWER LINES MUST BE PROVIDED.
O 455.00TC HDPE YARD 5 3 3 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L.
� $ 454.67EP 456.08EP 59 w 1 3. A MINIMUM OF i.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES
omN PROPOSED WALL MUST BE PROVIDED.
1" copper / O MAX. HEIGHT-2.33 w PROOPPSD� N 50 4 1 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA
pP = 1 EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE.
4 EP ,' a INV OUT=451.50 ' S. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF
6 PROPOSED STONE LINED TRAPIZOIDA � z5' VIRGINIA ELECTRIC AND - ROADWAY, CURB &GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE
1 - POWER COMPANY EASEMENT STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES.
1 tip (D.B.1633-700)
o I a 456.50TC A5 CHANNEL OUTFACE (z6" WIDE A; i AVED CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE
45 30A ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY.
�h 456.00EP BOTTOM, 6" DEEP, z:z SIDE SLOPES 1 1 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION
i s
p OF THE EXISTING UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED
ACSA Indicates / -�� \ 1?S h
456.00 1 _ 1i SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED.
- ; 7. A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS.
there is another- -- - 2� CONTRACTOR SHALL CONTACT THE FIRE MARSHALL's OFFICE TO DETERMINE THE
ED WATER a -
LATERAL w/ CORP. STOP & i' METER ter abandoned sled need ° 455:90EP +456.08 `5456.42 EP 457.00 % 457.00TC a �' LOCATION.
meter box around
PROPOSED 0�" COPPER W/L LATERAL 456.233C _
456.33EP 456.50EP
PROPOSED LOW IMPACT CURB CUT w/ . well. / 6 456.67TC
STONE LINED TRAPIZOIDAL CHANNEL - RENCH 456.17EP PROPOSED 2,000 SF
OUTFALLS (16" WIDE AT BOTTOM, 6" DRAIN LI E WITH CLEANOUTS
DEEP, z:1SIDE SLOPES) (TYP.) -8 o SLOPE=z.75°r6 :'� /mow COMMERCIAL OFFICE
S EXISTING WATER _w \w 4 Relocate meter C.O.FBE BUILDING
LATERAL TO BE \ 456 here 1 �p
ABANDONED - PROPOSED 6" PVC SANITARY
+ 456.00TC - SEWER SERVICE LATERAL 1 10 ;
EXISTING SANITARY S _ 455.50EP WITH CLEANOUTS o
SEWER MANHOLE 457.08TC
TOP= 477 54EXISTING BLUE 456.SSEP ��m r
457TW
INV IN=469.84 / S PAINTED METAL ROD C.O.
INV OUT=469.52 / s TO BE REMOVED s` 4538W a $G
/_ / v 453.00 y
w PROPOSED FUTURE F G \
3 456.60EP 452.83 TOP TRENCH
/ 457.1OTC EX-2 i' METER C.O. ��® �p WAREHOUSE/
STORAGE BUILDING mr
s
457TW
EXISTING STORM p T.M. 6M1-22
reuse existing p �� �` PARCEL 12
/ 3 MANHOLE 46sewer lateral a J��C) THE BARTLETT REALTY COMPANY INCORPORATED
INV OIN=4517 �' A stubout. -161 feet 13BW z -
/ INV OUT-y5o.4 T.M.76Mi-11 \ v 5 59
k EXISTIN
zo' AIN GEE EM T ; � F CJ � D.B. 110 - o
/ / 3 - / WATER \ from DS MH. B. zi -722) REVISED PARCEL 1 D.B. 1102-724 THRU 729 PLAT
METER EXISTING MANAGEd
Ex15S cATCH BAsb - STEEP SLOPES MILL CREEK INDUSTRIAL DEVELOP�NT LLC �F2 ZONING: PUD
TIE-IN TO EXISTING STORM SEWER `EX TOP 4�:08 - ---- D.B. 1 -1
3 EX INV IN=449-4� - zo' SEWER EASEMENT . 47 5 55
466 (D.B. in9-33) ,EXISTING STORM MH D.B. 1342-238 THRU 247-
/ PROPOSED IN IN=449 55 --- / `\�. �T0STING S5 PLAT ZONING: PUD
/ .INV OUT= 2- EXISTING DI
3
INV OUT=6z.4o � � PAVED _,I TOP=Soazo
- INV IN=492.24
♦ - INV OUT=492.20
18' RCP
/ a / EXISTING PROPERTY
' BOUNDARY
EXISTING ACSA zo" DIP WATERLINE / \
/ PROPOSED 8" PVC I_ � _
SANITARY SEWER MAIN
EXISTING SANITARY __ 0 BENCHMARK:
/ \ SEWER SERVICE LATERAL ' - m s
\ / \ IRON &CAP SET
T.M.76M1-1z 7` _..\ -- � ELEVATION=5o8.38
3 ALL THINGS / PAWSSIBLE, INC. / / \ \ \� `s \
D.B. 4409-270 Sewer is existing
D.B. 3344-393 & 394 PLAT
/ ZONING: PUD DIP. Clarify if this
sewer segment is v,
being replaced. / EiSEW SANITARY
SEW
NV IN=478.41(LATERALS -- \ INVIN=478.39 EXISTING WATER VALVE
/\. A rA�
/ INV OUT=478.36 �
`15' GAS LINE EAS ENT
(D.B.1120-zz4)
NOTES: / \\
1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC
NUISANCE AND NOT OVER SIDEWALKS. S
2. ALL WATER LINE, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. S
3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE T.M. 76M1-12A \ PAVED
SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE LOT 1
EXISTING SANITARY
PARKING SPACE THEY SERVE. FSOB, LLC \ SEWER MANHOLE
D. B. 3618-64z TOP=518.33
D.B. 621 & 622 PLAT INV IN=503.99
3ZO 1 INV our=503.98
ZONING: PUD I �
/
0
z
ti
Q
cyi
zm
J
N
m
W
(N
V)
�
W N
Q
z
z
WQ
i
~
L
J
LLI
.,
d
J
z J
�_
>
�"�
_3
LLI
�--I
06
0 O
0
J
J
LU
z<
U
_j<
Q
z
'
WLLI
�'
<
r
V /
V
z
U)
C
W
z
z LU
w
Y
(n
LU
J~
Uj
U
J
p
�1
O
N
U
w
J
b
F
L
w
w
n
Lnn
JOB NO.
202179
SCALE
1"=20'
SHEET NO.
4