HomeMy WebLinkAboutSDP202100022 Plan - Revision 2022-10-26NEW CROSSWALK
ASPHALT LANDINJ
0 2% MAX SLOPE
INV.
MILL & VERLAY
APPROX. ,210 SF
PER -2
V) N
N
INV.
/
i
/ qq �8" HGE EASE T � ti
-o
RAINA 3
N' ON -EXCLUSIVE & V.W. UBDB 88 1-IC � / / 34-
2
PG \
PEDESTRIAN_
-ACCESS 355
\
EASEMENT -----
DB 5588 PG 234-24�% /
88 PG 252-257 -
6' & V.W. NON-EXCLUSIVE � / r /
PEDESTRIAN ACCESS EASEMENT 1 AN MH
IDS 5588 PG 234-243
DB 5588 PG 252-257 /26 V=418a 64
\ CLASS B TYPE 2 STONE DUST £ / SQR�
WALKING PATH (AMENITY) 6 /� I A2
2,006 SF v -
a
CLASS B STONE DUST TRAIL
24" DRAIN BASI r'�l ALONG SWALE
TO 12" HOPE TO INLET
INV. 438.00 C 2 NO CURB $ Z I /� /
\ LOADING AREA B. 0,Cy
30' PUBLIC DRAINAGE EASEMENT CAP
DB 5588 PG 234-243 13 PARKINGA8 7x765 GALL�Dd�IRASH R PAD OR (2 0 18" HDPE [8"
EE)8" w g �If
-_�� -4po FUTURE GV
EX. SWM POND TO - 18 HDPE COIN 12" dP 24.1' /0 INV 440.0 1
T E o
cli
REMAIN. CONNECT --=-5� CONC-Sf6EWALK 4J�g-- - "' p° f° A° Ro "D f° O I''
POND OUTFALLS TO - - 230,90 �' W DEVELOPMENT ��
NEW SWIM SYSTEM STAIR A g" ROOF DRAI STAIR B R15.0 "I t v
PHASE 1 MIN. SLOPE /0 INV 8" ROOF DRAT I 8 4
°EVATOR A 438.0 MIN. SLOPE 2% CL R3.0' PHASE
G
PRIVATE ROAD, a
9. �V
c CA z a
SELF -STORAGE Y is iB.D' z s' v w.
& PORTION OF Bx N
'EDESTRIAN PATH SELF -STORAGE + RETAIL C P KING GIN C a
a LA 0 ' I �
20,987 SF FOOTPRINT °
Al RI O1 BFE#1 422.00 z - 4� �¢ °1n°
RESTAURANT RETAIL BFE#2 432.67
® 9" DEPTH TENANT 1 TENANT 2 FFE#1 443.33 Ip / m
2,298 SF 2,039 SF SO 35 1
FIFE 454.00 FIFE 454.00 FFE#2 454.00 ELEVATOR B `O '4 SAN L IN
' V N
co
FFE#3 464.67 111
ME
2" SERVICE ® C 31.�
4" SDR-35 CAN BE SUBMETERED MAX. HEIGHT: 43' f
INSIDE THE BUILDING FOR •W AccEss
1.5" METER VAULT. SAN LAT EASEMENT STORAGE
CAP LINE AND USE NV ®C/0 OPTION OF INDIVIDUAL OB 5588 PG 234-243 OFFICE
STOP SIGN COMPRESSION FITTING 440.0 TENANT USAGE TRACKING DB 5588 PG 252-257 755 SF `f
w. ACCESS EAS Ni FOR SMALLER METER IF _ 6.0' CONC. SIDEWALK YP.) __ R3.0' /
)B 5588 PG 2 243 VAULT IS NOT NEEDED. s _�� V.W. ACCESS EASEMENT V.W. ACCESS EASEMENT
)B 5588 PG -257 .,,...,,....� E
S -s -S -S -S -s -s -S s =s -s -S S s S L? DB 5588 PG 234 243 -2. SAN LAT
50.0' - TUB ®2.0% SLOPE DB 5588 PG 34-2
1 l l z' G HANG f(Tw.) ! 43 A \ DB 5588 PG 252-257 DB 5588. PG 252-257
d' 4.0 - . 7,3' 6.0' ' -(6)6' - f
PARKING � - -- -
SIGN ' 0 -� - j s
cP s-. C/0 42 6' PLANTING P i RAINAGE�
O C
B1KE ACK} I i O• 'o. _ O ta. 4�„ o. J �..a GRCA E N p'O- •o. 'o. ZS 68 N "DRAI '', - R25.0' G-12 ::tl�5:_±V�DP® /HAT I j I I UP V 4 2 94 DO DY AMIC 1 76
CONNECTS
TO ExlsnNc
STORM PIPE
I
PHASE 5
1 HOTEL, PORTION OF
PEDESTRIAN PATH,
DOG PARK,
I & CENTRAL PARK
II
ONNECT
w J/PTO EX.
WL STUB
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST 434 227 5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
UTILITY NOTES. 11TION
\�$ec, PHASE3FUTURE 1. BACKFLOW PREVIS REQUIRED FOR SERVICE \ �\ s u6 26 eR oo� OFFICE, ABC PARK,LINE CONNECTIONSo &PORTION OF c
DEVELOPMENT 2. ONLY A SINGLE SIRVICE TO A 1.5" WM WILL BE �P`�I MULTIUSE PATH v J . M. SHIMP
PROVIDED FOR BUIWING. FUTURE TENANTS CAN \ LIB. of 45183
PHASE SUBMETER INSIDE ILDING IF DESIRED. \ �o gg91zI wQ-
3. REQUIRED FIRE FEOW = 4,750 x 0.75 = 3,565 GPM FOR FUTURE h " ��` 81ONAL ECG`
TYPE IIA BUILDING VITH 103,500 SF FLOOR AREA WITH DEVELOPMENT
/ O I
AUTOMATIC SPRINKLER SYSTEM. AVAILABLE AWWA PHASE \ �2
Q20 FIRE FLOYMS�644 GPM PER ACSA FLOW TESTS. / / `III I fT, FINAL SITE DEVELOPMENT PLAN
= 4. BUILDING F; IS 97 FROM THE ADJACENT FHA \ \ / ALBEMARLE
I
O �-' N
I BUSINESS CAMPUS:
JIcooRp\NP023A 243 gp BLOCK 5
To \ P�BV\C55g8 pG o NEcrs
ST MSPIPE
ALBEMARLE COUNTY, VIRGINIA
4 •
zo ACSA EA / SUBMISSION:
DB 5558 B3
SEMENT ^� S M a
J PHASE 4 • • • • . . ., - - -34-243 _ FOR / r o=DKulm D 2020.10.05 [INITIAL SDP]
T
/ _lj�� oml�": REVISION:
RETAIL, PORTION OF STATE U TE 6 3 • • • • • • . ONNECTC 36 Hp SZDRM / / W 102GA221 [[HNk ARS.
MULTIUSE PATH (5 TH STREET) • j4 EXIT NG ® Ba LA 2021.0322 JRNALSDPj
& OLD LYNCHBURG VARIABLE WIDTH RAW _ 15" STUB I 2pos+w20�ncsaslo En
ROAD IMPROVEMENTS D.B.1205-314 • • • I f
• M21.05.14[VOOT, ACSA1
■ • • • I 202105.191000NTVCOWEWSI
• M21 M C? [ACSA fl MEP CO 11�14ATIOV.,
D. B.4367-496,501 & 502 PLANS __ • • 20210z0e 1T1Nus0P1
• • • 20210809[APPROVALSETI
• 1
• • • • , FILE N0.
• • • / 18.004
• • • • . SITE & UTILITY PLAN
SAN MH \\ /
TOP=446.89 --- 30 0 30 60 90
INV=437.40 m m m m m -4-
Scale: 1"=30' C 6
_ INV 442.74 CONNECT _ - 7R-�� POR'i�
VISION LANE �Eg
_ ERMEABLE CONC PAVERS— �
�' I - 1i TO C6 INV IN 44QM C5 -3 � p ZA \ \ 20' ACSA EASEMENTS - �R.500.0_
i PROS ALK 6" DIP WL al 0 . � g -r- SAN V _ _ - j _ . . _ _ _2EO' - D�5h8_-P 23-4 _4i - _� 90'E
PARKING SPACE VISION LANE - "GV ��'
4" MOUNTABLE 6"GV - '* 4'GV x ` 8" DIP WATER LINE /s 4 LE_ SJ�iL_��5 r _ PERN ABLFy,CONVETE �AVEf1,NS CRIaSSWA�K 6"C�V 4 W W -W -W W 8" D WA R VISION
-W -W -W -W -W -w W tL =
8" GV 1 T w-w w-w-w-w-w-w,r w-w� w-w-w- - w- w
e�-Aw -w -w W w w -w $$x ?�
CURB (CG-3) - 8x4 T 6"G•V 1 CCSRP s / �I. 2 0' ( \, _
+ - I Bx6� / 8 4 GV 5' CROSSWALK TYP
& g
20.0 9.0' 9 STOP / �U R6. C _ ® TEE y TEE P 0' C3 WATER SI�. R35 0
DB5588PG 234-243 P N S P FHA LINE STOP %-' B ------ -
CG-12 6' PLANTING STRIP C 1 _ CG 2
- _ - - - MILL & OVERLAY
V.W. ACCESS EASEMENT "SDR-35 SAN LAT _ f APPROx.680 SF PER
- SD 35 SAN'LAT V.W. ACCESS EASEMENT DB 5588 PG 234-243//� B3B �-2
-R60.0' DB 5588 PG 234-243 INV 0C/0 440.0 , STUB ®2. %SLOE \ DB 5588 PG 252-257 / i7 TIER PAN '
DB 5588 PG 252-257
FOR THIS INL T 1 2
B 63