HomeMy WebLinkAboutSDP202200062 Review Comments Final Site Plan and Comps. 2023-02-13/ LINEWORK ON WE T /DE OF AD ------
SHOWN BASED ON BERKMAR SSMH
OVERLOOK DESIGN PLANS
TOP. 527.6
UP % /0. 508.55 (8" PVC)
_ BERKMAR DRIVE _ _ _ _ _ MATCHLINE �P - , F/UP It
-ay VAR/ABLE WIDTH R/II v/ ' _ ` - - - - - - - - - VERIFY COVER OVER EX
? / WATERLINE PRIOR TO CUT FOR n
STORM DROP INLET ry VDOT SHARED USE PATH. /
GRATE = 513.6' / /
15" RCP l0 = 509.2' / / \ ADJUST SSWR TOP TOM ° APPROXIMATE
PROPOSED GRADE. SEE PROFILE. OP: 524.65 LOCATION OF 15'RWSA
PORTION OF LBEMARLE COUNTY WATERLINE EASEMENT
l l END OF SIGNAL; GAS LINE O8. 8" PVC) MANAGED STEEP DB.460 PG:636
/ J LIKELY CONTINUES NORTH CEMETERY DB: 255 AX 508. 0 "PVC) OPES OVERLAY DBA60 PG:638 / 1 ' L
__________-- - ` PG:555(SEE NOTE#8) DISTRICT _
GUARDRAIL
• a i CHANNEL
/ 011 - G - ___i - : -I \ ---\_�\' _ -\ �S APPROX 15' ELECTRIC
- - - - - - OH- - - - - , ` s-' -`, - - - .3" DOMESTIC SERVICE - \ EASEMENT DB: 1534 PG:500
20' SPRINT � 20' ELE TRI ' , \ � \ \-
/ I EASEMENT EASEMENT - FH & 6" GATE VALVE LINE (PRIVATE) - - - - - - - - - -------
STORM \ \
DROP INLET I \ FG D8:1434 PG:75 , 90° BEND y IS l
O I (2) 3" GV (PRIVATE) \ 6" DIP FIRE SERVICE_10
GRATE = 507.95' 1 II = I CONTRACTOR TO (2) 6"x4" TEES EACH WITH 4" GV, LINE (PRIVATE) 45° BENDS (TYP)
15" RCP lO = 502.0' 1 1 COORDINATE RESETTING \6" DIP TO FDC (PRIVATE) - _ YH ' Rv�� F \ `
I THREADED PLUG, AND 2" COPPER TO (2)
GUY WIRES WITH POWER 1.5"/2" METER VAULTS (4'x5') & SETTERS.--- \ �} . /
I I COMPANY AS REQUIRED. - _ /
11 1 I 6"x6" TEE & 6" GV W/ LID -- \ - ------ SSMH u- ----- -- -
I I MARKED "FIRE'; END ` -P X LOCATIONOF TOP: 526.55
ALBEMARLE COUNTY I I ` ' 1 ' - ` a- I I /
OF PUBLIC SYSTEM { --- l ll: 507.6 8 PVC
MANAGED STEEP SLOPES 1 I ` I ` \ ` � •�• ��• � �• � � �� ��• /\ -_' ( ) O
OVERLAYDISTRIC1i I ` II r \ \ _ .i` ', ``, \ (SEE NOTE#7) ------ -- _ _ I I / I '' 10:507.25(8"PVC)
1 1 I I POST MOUNTED FIRE
1 1 I \ DEPARTMENT CONNECTION PAS METER; REFER TO PLUMBING PLANS - � � --- � / � If
\ - `, rn r m vauLr
(FDC) W ITH DRIP VALVE, f COORDINATE CONNECTIONS TO ro {�
6" RPZ BACKFLOW ASSEMBLY IN rI`, �, BUILDING WITH PLUMBING PLANS -
11 11 I ABOVE GROUND INSULATED VAULT yr \ 4 STORY PROPOSED HOTEL-
1 MEETING ALL REQUIREMENTS OF, 10,746 SFIFLOOR
THE ACSA AND COUNTY CODE. 1 42,984 GSF \ DIP 1
�\ �` • _ SANITARY /
` 8"x6" REDUCER & 6" GV SSWR CLEANOUT - �' I I \ l SEWER LINE up I 1 1
11 II I BLOW -OFF VALVE (BOV). SEE / ', . ,' \� APPROXIMATE li '
I DETAIL W-8 ON SHEET C1.3
11 III \ I I - LOCATION OF 15' RWSA CONTRACTOR TO COORDINATE
2" PVC DRAIN PIPE TO DAYLIGHT / 5 1 I / WATERLINE EASEMENT I I
1 11 _ DB:460PIG 636 RESETTING GUY WIRES WITH I
FROM BOV METER BOX I B OL -- ���. • D6.460 PG:638 POWER COMPANY AS REQUIRED. _
1 I ---------- WATERLINE3:8' F
/I I
e Y{/
1 I\ I I DIP STUBOUT 1.7 1 A o o d �- SSMH = I --
\\ g" GV TOP: -517.5 / UP
I I I
' , / V`.
m ll: 506.9 (8" PVC)
8"x8" TEE `. / / .5 (8" VC) /y_ -
I 10' 506 P
\ 8" PVC SANITARY SEWER LATER61L,
(PRIVATE CONNECT TO EXISTING `,_ ( / �` ---- C -- -"
, EXISTING 12" CAST IRON
"" ao WATERLINE "-"------ I' RWSA WATERLINE / G
\ STRUCTURE WITH FLEXIBLE B00% - L /
- - ADJUST SSWR TOP TO MAT SSMH
TMP 45-112G \\ I \\ j _ _ - ' I TOP: -514.2 - ______
ZiH J
N/F/HG LAND, LLC. //� II // Z I ------------- PROPOSED GRADE SEE PROFILE[. I Il: 506.05 (8" PVC) _/ l
' - \ --
DB: 4687 PG:15 / / °� - 8" DIP WATERLINE � `, \ ------ --' ""- ', � 10: 505.95 (8" PVC) l
0
DB: 3463 PG:483 (PLAT) /// I/// _� \'� � 20'ACSASANITARYSEWER _
EASEMENT CENTERED ON AS
I, !y BUILT LOCATION OF SEWER LINE TMP 45-112D _
8"x8" TEE, 8"x6" REDUCER, & 6" GV ` - - ' ' / LINE 1 / DB:5232 PG:243, DB:5618 PG:730
a 1" TAP FOR DOMESTIC SERVICE \ _
1125°&22 5°IBENDS & DB:5464 PG559 N/F SCHEWEL-CHARLOTTESVILLE r_ _
_ PRIVATE SANITAR% / 811w, 8"W 8';W -
/ / I _I___________ ___' y' CONNECT TO EXISTING RWSA DB: 1089 PG:334
1" WATER METER & BOX -` _ 8" DIP WATERLINE ' \ /I / DB: 643 PG: 480 ? l ti
a I MANHOLE \\ WATERLINE WITH 12" X 8"
WATERLINE 1 , I/ TS&V. REFER TO DETAILED / / - _" / ___
)0'PUBLIC DRAINAGE / ��� / I �' , ; •- 1" DOMESTICS VICE ` \� / �; NOTE, HIS SHEET. DB: 407 PG: 65 W---__
EASEMENT-----,-
ASEMENT / / I •� - T / v
D6:4825 PG:147 / / I = I _1 ___,` .. �: l..� -.: .. :., ,.r ,;, ,;�,: �.� �,� _ __ _ ___ ------ ` / SSMH ,�
LINE (PRIVATE)
TOP: 512.6
6"X6" TEE, 6" GV, & FH A S .30 (8" VC) -e ---
" -- --- --- --- -- --- ---
� ll' S05 P
•• ° _ _ _ -.` /' i I / I / 1 / 10.- 505.05 (8" PVC) CONTRACTOR T
�M,iIt 4-11 1I / PROTECT SMALL
6" DIP FIRE SERVICE LINE (PRIVATE) / /
, , ,r / IG STACKED BLOCK WALL TMP 45-11281
6" GV W/ LID MARKED "FIRE"; - BERKMAR HOLDING LLC ; ; DURING CONSTRUCTION ddd"'
END OF PUBLIC SYSTEM �, 6 ----- l' / I / a PG
_ so° BEND / / N/F MALLOY
II -� 90- BEND s" I %I = LP - _ PROPERTIES /// LLC
II •`, ' , - r1 , , /IJ , / PD UNDERGROUND / / / DB: 4863 PG:471
• • ELECTRIC LINE `
ONE I /
COORDINATE CONNECTIONS TO \ NL %' I /� I %' / c� HAND
_j , i i i i / HOLE
II I m I BUILDING WITH PLUMBING PLANS
(ALL BACKFLOW WITHIN BUILDING) I I APPROX 15' I I r 4 / -
I ELECTRIC m
I I EASEMENTDB: 1534 _ BUILDING MOUNTED FDC / / wM
I Pc:Soo I m I - J ""_--------- / a / TMP 45CO
-112B UP -
II I APPROX30' I I;' -'- 4 STORY SELF STORAGE FACILITY I = /
I Au
ELECTRIC EASEMENT I I` 1 STORY BELOW GRADE, 3 STORIES /' I r l I / N/F B PROPERTIES, LLC.
I I DB:1538PG:732 - ABOVE GRADE
I / � /' � � DB: 1723 PG:690
I
22,550 SF I FLOOR DB: 4857 PG:576 (PLAT) / ' I
I 90,200 GSF
I I 6" PVC SANITARY SEWER I / _ _ '
I 1. I - LATEIRAL"(PRIVATE) ` y --
I /
/ l� EXISTING BUILDING l \
ELECTRIC EASEMENT
SS ' ' I ' / DB.541 PG:255
NO _- ""-� / J ' II ,/l APPROX 20' / III
l
i
O�'�510. 5; /
-------- O ___ - / '' ''
- - - - - r // IL 0 .65' (8"P ' l / i l � WATERLINE
01.7 (8 "P ) / ,� c i EASEMENT DB: 460 SD GRATE / `�z�
SSMH I _--� y5$WR CLEANOUT / / / / �' / 'I/ _ PG:638 GRATE.470.2'+1- l -
TOP: 482. 75 - ' //
ll: 478.40 I I " PNI SANITARYSEWER �� 0:466.95' 12"E / / SSMH
/ / o - TOP.467.15
I' / (- ) i / / / ADJUST SSWR TOP TO = / LATERAL PRIVATE - - - ` _ - - % - - 1 J 11:455.21' 10"PVC
/0:478.33 L--- --y--f-- ---- ----
I I -/ 455 07 10 PVC
MATCH PROPOSED
- I / GRADE. SEE PROFILE. SDMH 7/ 10:
__ _ _ /
Rq a---- IF --69.1'/-�_�L-------=-_--��--zaa.4�=--- ---, ^--- �l / TOP:468.1, / SSMH
'' S33-20.45W 313.64(7) / 40 i / TOP:464.85
IF ON LINE , Sq l / /
"S�IhI-� B,. SAN,-- -f,8"S L--�.'8"SAN-T -f,.8" AN- // // ', / 3 y (S / /0.464.25'12"RCP
\ ` 11:455.80' 10"PVC
//
SD GRATE 10:455.58' 10"PVC
--- ---- - - - - "1 G G - - -, 6H _ CONNECT LATERALS TO / - - - - - �� = - - - -�� - - - 0Hy- - J /O 20'SANITARYSEWER
UPo TOP.465.9'+/- / x /
6 { _ - - EASEMENT DB 3031 PG 631 E
- MAIN WITH SADDLES; 8"x 20'ACSA SAN/TARYSEWER _, / G / / SSMH /
----- - ______________ � .3CP ''�_, - , , &8N4", RESPECTIVELY EASEMENT CENTERED ON AS l ' � / l / TOP: 513.3 /0.461. %
7 12 H
-----"- _
BUILT LOCATION OF SEWER LINE SMH /
TOP' OI ~ o ll 50275(8"PVC) 9 " DPE/ /P
EXISTING SANITARY DB.'S232 PG:243, DB:S618 PG:730, , / ; SSMH / �,Ij
SEWER LINE & DB:5464 PG:559 /1. 500.1 (8" PVC) r 0 r l l 10: 502.55 (8" PVC) / / H _
CURB LINE OWER POLES (UP) AND /0: 499.95 (8"PVC) `A. • / I CONTRACTOR TO COORDINATE 11:454.36' 10"PVC c c ,
YW S (TYP) APPROX IF ELECTRIC OVERHEAD POWER AND ' v ' RESETTING GUY WIRES WITH
EASEMENTDB:1534PG:500 / POWER COMPANY AS REQUIRED. 10:454.33'10"PVCDH / P - �" 1 `SDMH
J RD RD RD _ _ _ _ ® _ _ STORM DROP INLET =� • •^�/ yC //%' H / SDMH /0:460.77' 12"RCP
GRATE = 487.01' v, l
12" RCP l0 = 483.34 / / TOP:463.0'
BOWLING ALLEY
/ j // \� / TOP: 6� 80' MH /O.'460.41' 18'RCP
II.461.35' 12"RCP(L1NER) T
11:459.98' 18"RCP S RO U ■ ADJUST/REPLACE ALL UTILITIES IMPACTED BY
I 10:459.80' 18"RCP STORM INSTALLATION, INCLUDING TRAFFIC /
I LIGHT SENSOR LOOPS. CONTRACTOR TO
TMP 45-112C w 2 / / l% I / I, I INFORMI NOTE:
ENGINEER OF ANY CONFLICTS.
N/F KEGLERS OF I ' / l l I / WET TAP ON RWSA WATERLINE
4e
CHARLOTTESVILLE �$3 1,J I I
DB:996 PG:198 <JP 9- I / l'-�i "" --� l l CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECTTHE RWSA 12" WATERLINE DURING
SCALE 1"=30' CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING
e O / / // / / SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE
/ TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP.
NP
0 30' 60' \ / A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X8" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND
yl
MATCHLINE UP 7 _ I� TESTING OF THE 12"X8" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP.
1♦ 1♦ / ,� 1♦ NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET C1.1.
n
Lic. No. 51495
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DB: 4825 PG: 147 Z
\ \ 20' ACSA SANITARY SEWER SSMH
ASEMENT CENTERED ON AS TOP: 482.50 J
BUIL LOCATION OF SEWER LINE 10: 476.60
D8: 4825 PG: 147 / 1
N V
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FOR DETENTION POND Q
DB: 1119 PG: 577
DB: 996 PG: 200 _
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95
SSMH
TOP: 527.E ONVAL c�
/0: 508.55 (8" PVC)
25' DETENTION
BERKMAR DRIVE
�/ l
� I m POND EASEMENT-,-"l /
ID61454PG637 -ay VAR/ABLE WIDTHR/W ��' ----------------
RESHAPE EXISTING V-DITCH TO HAVE I O u
\ A 2' WIDE BOTTOM; LINE CHANNEL O I O ET
\ WITH RIPRAP; REFER TO TYPICAL O O O 9 9 2,
\ CHANNEL SECTION ON SHEET C6.3
\ ono yG4
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p
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GUARDRAIL EASEMENT
TOP. 524.65 n
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/0: 508.0 (8" PVC)
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EASEMENT EASEMENT / -��_� B�64 \ \ \ \ \ \ \ \ \ \ - < W 00
RD RD DB: 1436 PG:555 DBA434 PG:75 0 (> (>
I m PROPOSED RIGHT OF WAY LINE 3 0= ry z
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O I W �WMH I \ \ 20' ELECTRIC N nO1i W 00 00
/ VACATE EXISTING i I r) ,+ I ASEMENT v M
I DRAINAGE EASEMENT R' W I I I SSMH D6:1377 PG:367 00
I TOP: 526.55
-- I I I I //: 507.6 (8" PVC) 2AS PRINT
WATER PROTECTION ) III I : 507.25 (8" PVC) DB: 1379 PG:658 Ln
MENT
ORDINANCE BUFFER GIS O = I I
VARIABLE WIDTH EXPANSION TO p
m ^ = SANITARY SEWER EASEMENT BASED =
\ WORK WITHIN EX. z 4 STORY PROPOSED HOTEL I / ON NEW ACSA REGULATIONS.
EASEMENT FOR m I
DETENTION POND, I I 10,746 SF/FLOOR I I "DIP
1 w/ DRAINAGE 42,984 GSF ! I) I I SANITARY
SEWER LINE
EASEMENT I SWM FACILITY 0/ w c� m
l APPROXIMATE w F r4
LOCATION OF 15' RWSA = Q , p
I I I \
I
RCP 24 I TMP 45-112C
_ � I
RCP I � X
APP OX DIRECTION - I i KEGLERS OF 0 I
CHARLOTTESV/LLB
I DB: 996 PG:198
111 ` I I I 20' ACSA SANITARY SEWER I
EASEMENT TO BE CENTERED ON
1 AS BUILT LOCATION SEWER
LINED6:4734PG 4:58 X PRIVATE
+ I DRAINAGE
I 1 I boo EASEMENT
IA I SSMH
�rn I TOP:483.43 oz
11: 474.73
rnj 11 I 10:474.53
I � 1
I � 1
I A 1 SDMH (STANDING WATER)
I TOP: 479.1
j 1 11: 467.2
482.82V 10:464.0 0
`\ BOTTOM: 463.4 =
y� SDMH
Z TOP. 483.05 a
/ ®I Ap /P 467.9 (36" RCP) o
- /0.- 467.8 (36" RCP) v
SDRISER �1�'A APPROX 15'
m
/ MH �
/ TOP.' 478.5 TOP RIM: 470.11 n ELECTRIC m X
/ -� EASEMENT DB: 1534 =
/ 11: 465.5 (36" RCP) ll: 452.8 (18"RCP) O PG: 500 m
/0: 465.4 (36" RCP) /0:452.3(36"RCP) I 482.661' 1'
APPROX 30'
I ELECTRIC EASEMENT
DB: 1538 PG:732
1 W _
20' PUBLIC DRAINAGE EASEMENT ' J
DB: 4825 PG: 147
20' ACSA SANITARY SEWER SSMH ' 2 I
ASEMENT CENTERED ON AS TOP: 482.50 U
IIL LOCATION OF SEWER LINE 10: 476.60 '
DB:4825 PG 147 TEMPORARY CONSTRUCTION
0
CC EASEMENT (OUTSIDE
q G-, PERMANENT EASEMENTS) 0
SSMH
TOP: 482.75
11: 478.40
VARIABLE WIDTH �10:478.33
25'DETENTION ' EASEMENT FOR \
m IPONDEASEMENT DETENTION BASIN \
- - DB: 1454 PG. 637
j01000 000000000-u W WWWW �_W WW
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b 0 0 0 9 0 0 0UP
W W W w
G W W W
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n7 W W-W W
CURB LINE ® W
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i I -- ----J RD RD RD --� --
II RD RD RD
/ 2 BOWLING ALLEY
I I I
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1�_�RDINANCE BUFFER GIS
r
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/ WATERLINE EASEMENT Q O N
/ ) / DB:460 PG:636
DB:460 PG: 638 z0
SSMH ; DATE
TOP: -517.5 0� 07 18 2022
/1: 506.9 (8" PVC) 0
10: 506.5 (8" PVC) } DRAWN BY
IF
/ I EXISTING 12" CAST IRON R. vanNiekerk
S RWSA WATERLINE
I I SSMH DESIGNED BY
TOP: --514.2 •
/1: 506.05 (8" PVC) • C. BOLTON
20' PUBLIC VARIABLE WIDTH (20' MIN) ACSA /0: 505.95 (8" PVC)
DRAINAGE •• UTILITY EASEMENT AND 2O'ACSA SANITARY SEWER • CHECKED BY
EASEMENT ASCA/RWSA ACCESS EASEMENT EASEMENT CENTERED ON AS •
nl BUILT LOCATION OF SEWER LINE C. BOLTON
DB:5232 PG243, DB:5618 PG: 730,
$ W Sq6 5q'?2:14 q $ $. & DB:5464 PG:559 • • SCALE
1 "=30'
PRIVATE •
k DRAINAGE
EASEMENT // / / SSMH
TOP: 512.6
k - VARIABLE WIDTH PRIVATE �/ ll: 505.30 (8" PVC)
WATERLINE EASEMENT10: 505.05 (8 PVC)
k VARIABLE WIDTH •� � / /
x
20'PRIVATE PRIVATE ACCESS
/ / cm G
k O SANITARY EASEMENTS / / a pG
EASEMENT 6' I / It
= by
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k
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x 1 STORY BELOW GRADE, 3 STORIES
x ABOVE GRADE /
k
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1k 90,200 GSF I I ' / l 1 ^ �
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ISTING BUILDING $.� J GOD Z
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OP: 510. / l APPROX 20' ' ^
k ll. 0 .I (8' P ) l WATERLINE O 30, 60, z Q
�n EASEMENT DB: 460
p 0 1. 7 (8"P ) / / = 0 PG:638 < O w k TEMPORARY CONSTRUCTION / / '' / u
EASEMENT (OUTSIDE
kk PERMANENT EASEMENTS) / J
/ / LEGEND
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AFT- - APPROXIMATE TREELINE 20'ACSA SANITARY SEWER w W UPo l l / G //6
SSMH DRAINAGE EASEMENT
EASEMENT CENTERED ON AS SMH / / 0/ / TOP: 513.3
BUILT LOCATION OF SEWER LINE y I ll: 502.75 8 PVC
TOP: 0 . / 0 (� )
D�a= EXISTING SANITARY D6:5232 PG:243, 06:5618 PG:730, O O O / 10: 502.55 (8" PVC) ® PUBLIC DRAINAGE EASEMENT
SEWER LINE & DB: 5464 PG: 559 11: 500.1 (8" PVC) O O //////��� /
PJ - n� 10: 499.95 (8" PVC)
APPROX 1ELECTRIC OWER POLES (UP) AND
5'
EASEMENT DB:1534 PG:500 OVERHEAD POWER (TYP) PRIVATE SANITARY SEWER EASEMENT
- STORM DROP INLET
20' DRAINAGE GRATE = 487.01'
EASEMENT 12" RCP 10 = 483.34' PRIVATE SITE ACCESS EASEMENT
/� /O / // ■ PRIVATE DRAINAGE EASEMENT -
O
PRIVATE WATERLINE EASEMENT JOB NO.
48033
w / / /
/ TEMPORARY CONSTRUCTION EASEMENT SHEET NO.
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