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NON-E CLUSIVE / / 3�0g1 55> PG 234 3Lj
PEDESTRIAN -ACCESS _
EASEMENT - ---� _ = _ / / \ To EXISTING
DB 5588 PG 234-244
88 PG 252-257 ��- - -_ --f
NEW CROSSWALK /" STORM PIPE
6' & V.W. NON-EXCLUSIVE 5/ /
PEDESTRIAN ACCESS EASEMENT / >/�TGP=428. 64
DB 5588 PG 234-243
DB 5588 PG 252-257 / / 1V=41& s / \ PHASE 5
ASPHALT LANDING \ CLASS
PATH (AMENITY)E 2 STONE oom / g^ 5OR;26 �" A2 1 '; HOTEL, PORTION ,
® 2% MAX SLOPE m I PEDESTRIAN PATH
'
2,006 SF - Lop 1
\
w o CLASS B STONE DUST TRAIL 50 / A5 = 1 DOG PARK,
&CENTRAL PARK
EC-TING
24" DRAIN BAST [Ad � �A� ALOIQG SWALE
TO 12" HOPE m TO INLET �
\ INV. 438.00 C -2 NO GURg. y 2 /� /
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LOADING ARE .0' 8 R 0, jf �
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NN .30' PUBLIC DRAINAGE EASEMENT R3.0' Ex.DB 55,88 PG 234-243 13 PARKING STUB
8" CA / _
AB 7x765 GALLmmmmmmm
DUMPS�TER PA SH OR (2 - 0 - -18" HDPE - [134
E(3)8" W 8 6IPWW- r pD INV gaG.o FUTURE00GV
EX. SWM POND TO - 18 HDPE C 0 IN 12" 4dPE �24.1' o o Ao / I ' X
REMAIN. CONNECT �'- CONC- 5ftWALK 0'-- • - - "° - -
POND OUTFALLS TO - ^J 230.90 R15.o I W DEVELOPMENT �£
NEW SWM SYSTEM STAIR A g" ROOF DRAT STAIR B ro
PHASE I MIN. SLOPE /0 INV 8" ROOF DRAT
�°EVATDR A 438.0 MIN. SLOPE 2% -- R3.0' ' PHASE 8
PRIVATE ROAD,
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u CA Z N
SELF -STORAGE Y 16.0'9' 2 6" V �: a
& PORTION OF W M
INV. s-0 EDESTRIAN PATH SELF -STORAGE +RETAIL -'I C P KING GN Cx a
20,987 SF FOOTPRINTGo
m BFE#1 422.00 2W a - ,°�
Al RIP -RAP RESTAURANT RETAIL BFE#2 432.67 p 1
® 9" DEPTH TENANT 1 TENANT 2 1 FFE 1 443.33 / f N m
2.298 SF 2,039 SF FFE#2 443.33 " SD 35 / o
FFE 454.00 FFE 454.00 FFE#3 454.00 �.
ELEVATOR B SAN L INV Cc
NCOMING 2" SERVICE ® C/ 31.
4" SDR-35 CAN BE SUBMETERED MAX. HEIGHT: 43' r
o INSIDE THE BUILDING FORV.W. ACCESS STORAGE
j' 1.5" METER VAULT. SAN LAT OPTION OF INDIVIDUAL OFFICE
CAP LINE AND USE INV 0C/O B 5588 PG 234-243 f
TOP SIGN COMPRESSION FITTING 440.0 TENANT USAGE TRACKING DB 5588 PG 252-257 75s SF
W. ACCESS EAS Nr FOR SMALLER METER IF 6.0' CONC. SIDEWALK/EASEMENT
P.) R3.0'
MILL & OVERLAY w B 5586 Pc 2 243 VAULT IS NOT NEEDE �s LIN ��
�+ B 5588 PG 257 •• • •-•.• • -
ter_ -s s s S c"I \ V.W. ACCESS
234 243 " -35 SAN LAT
APPROX. 2,210 SF� - s -s -s -s -s -s -s -s s =s. -s E E V.W. ACCESS EASEMENT
PER wP-z I 50.0' � _ DB 5588 P - TUB 02.0% SLOPE DB 5588 PG234-243
> -1 .d• - PARKING 4.0 ` , 7,3' U r, 6•0' - 1 2 0. HANG 6 6"11IS _ - \ DB 5588 PG 252-257 DB 5588 PG 252-257 f
q
j@ C/yn Q 42--�_'`.._ 6' PLANTING STP RpINAGE`
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b R H♦ i i y� o. o 0 0LP o ,28 6 C G-12 51"H R25 CGI
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UP V 4 2.94 DO DY
2 .2 - 10.4' 3 �o £� VISION LANE INV 442.74 CONNECT C5 _3 R PO IF RI CONCR TF PAV \y 20' ACSA EASEMENTS �R500.0'
H,• \5' CR ALK I 6" DIP WL �� TO C6 INV INS SAN V' F r \ "26Ci - _ - 0 5�52 23.4-243 _� 0.F
- _ x - s p ® 4 - r- - - PARKING SPACES VISION LANE - �9 "Gy ��- _
" MOUNTABLE 6'GV TFFFF `* 4 GV �^ cp 8" DIP WATER LINE / 1 '{"F_J� SJ FL_C�si r _ FERN' ABLEwCON�iETE �AVEf�S CRVSWA6K 6"JV 4"(: W,8" D�, WAj R L'v-W -W -W -W -W -W -W -W Et
�_ - - SHIMP
T 1�'-AREAW -W -W -� -W W -W LE -W -W W -W -W -W -W -W �r W -W _ -W -W I { - - , - W W Y/" W W -W -W W" 6x
1 CURB (CG-3) 8" GV 8x4 TEE 6"GV 1 C8RP _ '1 8x6 8 4 -
< & GV 5' CROSSWALK (TYP h ,
o I' 20.0' STOP `' h1 I 1 8 TEES /TEE 2 0' -
a 26.0 9.0 g / -Rb.0 R6. C P D' C3 WATER R35 - ENGINEERING 2.
20 ACSA EASEMENT FHA STOP S
Ro CG-12 DB 5588 PG 234-243 C 1 _ .. CG- 2 LINE B _ -- - LAND PLANNING -PROJECT MANAGEMENT
6' PLANTING STRIP P
- - - MILL & OVERLAY
vvv777 - ' `- APPROX. 680 SF PER
' V.W. ACCESS EASEMENT SD 35 SAN LAT V.W. ACCESS EASEMENT Wp-2
SDR-35 SAN LAT STUB ®2. % SLOIR \DB 5588 PG 234-243 B38 912E.HIGH ST 4342275140�
DB 5588 PG 234-243 INV ®C/0 440.0 ' \ DB 5588 PG 252-257 / TTER PAN U1' •_.
p .. DB 5588 PG 252-257 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
(, I ' FOR THIS INL
63 T
I UTILITY NOTES: / �P�aaeG z B PHASE 3 P H t?
Zla FUTURE 1. BACKFLOW 'REV TION IS REQUIRED FOR SERVICE \ �,\ sue ti� QR� °� 55 I OFFICE, ABC PARK, �� '�0
o LINE CONNECTIONS. so & PORTION OF
m DEVELOPMENT 2. ONLY A SINGLE SIRVICE TO A 1.5" WM WILL BE ����� I MULTIUSE PATH u J IyiM. SHIMP >
ml o \ \ Lic. iV0 45183
a PROVIDED FOR BUIWING. FUTURE TENANTS CAN /
NV. q6 . PHASE SUBMETER INSIDE WILDING IF DESIRED. \ I �o/g1G` `,
3. REQUIRED FIRE FW = 4,750 x 0.75 = 3,565 GPM FOR FUTURE r rSIONAL 6N
TYPE IIA BUILDING ViTH 103,500 SF FLOOR AREA WITH DEVELOPMENT
AUTOMATIC SPRINKIER SYSTEM. AVAILABLE AWWA PHASE \ �y \ ,�' I Bl Q20 FIRE FLOVIRS�FINAL SITE DEVELOPMENT PLAN644 GPM PER ACSA FLOW TESTS. / �1� I
4. BUILDING F[t IS 97' FROM THE ADJACENT FHA ALBEMARLE
O fV
BUSINESS CAMPUS:
J)I OINECBLOCK 5
N I , \ A5 P�Og 556 x STTSlG
L ( ' STM PIPE ALBEMARLE COUNTY, VIRGINIA
I ' ♦ 1. � De 5588SPG Z ENT / B3 / (t13 D
RM SUBMISSION:
PHASE 4 • ■ ■ ■ ■ ■ ■ ■, - ` 243 a" DP J"IND- 2020.10.05 [INITIAL SDP]
■ ■ �� �� R� / o mlm REVISION:
STATE ■ ■ 1 "P / O p - W201221 IFIVAL ARBI
RETAIL, PORTION■ Sj0 C, 1021.0322 FlNA S��
ROUTE 631(5TH STREET) ■ ■ ■ ,"E"X NG ® B4 36 /
MULTIUSE PATH _ / u 202, O4U5,ACSA,
& OLD LYNCHBURG VARIABLE WIDTH R W ■ ■ ■ ■ �/ / I Obi III 2021IM13RINALARBI
ROAD IMPROVEMENTS D. B.1205- 314 / ■ ■ ■ ■ `■ 15" srue I I 2021 W 261ACSA. 810 SET]
■ j 202105.14 IVDOT, ACSAI
Z �` �` ((��
_ • • _ / I 202105191GOUN COM.IENF51
D.B.4367-496,501 ■ • W21WC?[ACSA&MEPCOOR)INATgVI
( 502 PLANS • • T/� 2021.0706IFINALSDPI
• • • • • / M21 W09[APPROVAL SET]
• • • FILE N0.
• ♦ • / 18.004
_ • • • • . SITE & UTILITY PLAN
SAN MH
TOP=446.89 30 0 30 60 90
INV=437.40 4- n
Scale: 1"=30'