HomeMy WebLinkAboutSDP200500111 Plan - Approved Minor Amendment 2006-02-10MINOR SITE PLAN AMENDMENT FOR
CARRIAGE GATE APARTMENTS
TM 45 PARCEL 91
RIO DISTRICT
ALBEMARLE COUNTY, VIRGINIA
MINOR SITE PLAN NOTES
THE PURPOSE OF THIS MINOR SITE PLAN AMENDMENT IS TO REVISE THE
FOLLOWING ITEMS:
1. REVISE PARKING NEAR GARAGES TO PROVIDE A LANDSCAPE STRIP.
2. RELOCATE THE DUMPSTER PAD.
3. ADD RETAINING WALLS, STEPS, AND HVAC UNITS, SIDEWALKS AND
MAILBOXES.
4. MOVE TREE NEAR STR-3 TO NEW LANDSCAPE STRIP.
SITE DATA
LEGAL REFERENCE: TM 45 PARCEL 91
MAGESTERIAL DISTRICT: RIVANNA
SOURCE OF TITLE FOR PARCEL: DB 2356, PAGE 300
OWNER:
CARRIAGE GATE, LLC
1345 STONY POINT ROAD
CHARLOTTESVILLE, VA 22911
GENERAL NOTES
1, DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
5. HE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
6. NO LIGHTING IS PROPOSED FOR THIS PLAN.
7. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS.
8. BUILDINGS NOT TO EXCEED 65' IN HEIGHT.
DRAWING INDEX
DEVELOPER:
S1
of
4
COVER SHEET
SOUTHLAND HOMES, INC.
S2
of
4
BOUNDARY PLAT
1345 STONY POINT ROAD
S2
of
4
SITE PLAN
CHARLOTTESVILLE, VA 22911
S3
of
4
LANDSCAPE/UTILITY PLAN
CURRENT ZONING: R-15
SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING
SOURCE OF TOPOGRAPHY:
ALBEMARLE COUNTY SERVICE AUTHORITY
TOPOGRAPHIC MAP. USGS DATUM
BUILDING SETBACKS FOR R-15 DISTRICTS:
FRONT: 25'
SIDE YARD: 15'
REAR YARD: 20'
MAXIMUM BUILDING HEIGHT: 65'
PARKING SCHEDULE:
REQUIRED: 2 SPACES PER UNIT.
40 UNITS x 2 = 80 SPACES
PROVIDED: 81 SPACES (INCLUDING 3 HC SPACES)
■I:1►D11I.`7�C1/LI111111�
PRE-DEV
%
POST-DEV.
%
BUILDINGS:
0.0 AC
0.0
17,900
SF
15%
(0.411 ac)
PARKING:
0.0 AC
0.0
36,632
SF
30.7%
0.841ac
PERVIOUS:
119,442 SF
100
54,910
SF
54.3%
(1.490ac)
TOTAL.-
119,442 SF
100
119,442
SF
100%
(2.742ac)
GROSS RESIDENTIAL DENSITY: 15 UNITS PER ACRE
MAXIMUM DWELLING UNITS: 40 APARTMENTS
MAXIMUM IMPERVIOUS COVER: 36,632 SF
LEGEND
Benchmark
-0/E-
Exist. Overhead Electric
;r
Power Pole
•-�
Prop. Light Pole
FH
Fire Hydrant
MB
Mailbox
WM
Water Meter
GV
Gate Valve
BPD
Backflow Prevention Device
500
Existing Elevation/Contour
F5_0_01
Proposed Contour
X[500]
Proposed Spot Elevation
Proposed Asphalt
P p
UFE
Upper
Finished Elevation
LFE
Lower
Finished Elevation
SWM
Storm
Water Management
SCC
Storm
Conveyence Channel
N.T.S.
Not To Scale
°ae
SITE
Agnor-Hurt �� o
Elementary
School
VICINITY MAP
SCALE: 1" = 2000'
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE
ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL,
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. .
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
.7 iaii V �J' is at d i! 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS rrOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926),
GENERAL WATER AND SEWER CONDITIONS
1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at
the start of the work.
2. The location of all existing utilities ore not necessarily shown on the plans and, where shown, are only approximately correct. The contractor shall on his own initiative locate
all underground lines and structures as necessary.
3. All materials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998.
1 4. Datum for all elevations shown in National Geodetic Survey.
15. The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001).
6. All water and sewer pipes shall have a minimum of 3 feet of cover measured from the 'top of pipe, over the centerline of the pipe. This includes all fire.. hydrant lines, service
laterals and water lines, etc.
17. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on dead-end line shall be rodded to provide adequate restraint for the valve during a future extension of the line.
SITE SPECIFIC NOTES
ZMA-2001-021 WAS APPROVED ON 7/10/2002. ALL CONDITIONS AND PROFFERS ASSOCIATED WITH THAT
ZONING MAP AMENDMENT WILL APPLY TO THIS SITE PLAN;
PROFFERS:
1. DEVELOPMENT OF THE PROPERTY SHALL BE IN GENERAL ACCORD WITH THE APPLICATION PLAN ENTITLED,
"REZONING APPLICATION PLANS FOR CARRIAGE GATE APARTMENTS" (HEREIN REFERRED TO AS THE
"APPLICATION PLAN"), DATED DECEMBER 17, 2001 AND LAST REVISED, JUNE 3, 2002. RESIDENTAIL BUILDINGS,
PARKING AREAS, AND RECREATIONAL AREA ARE IDENTIFIED AS ESSENTAIL FEATURES FOR THE PURPOSE OF
BEING IN GENERAL ACCORD.
2. ARCHITECTURAL FEATURES OF THE BUILDING SHALL BE CONSISTENT WITH THE ELEVATIONS ENTITLED,
"CARRIAGE GATE APARTMENTS ELEVATIONS", "RIGHT ELEVATION (LEFT ELEVATION MIRROR IMAGE)", FRONT
ELEVATION", AND "REAR ELEVATION", PREPARED BY KEENEY & CO. ARCHITECTS, DATED MAY 28, 2002.
"ARCHITECTURAL FEATURES" MEANS BUILDING FORMS AND ELEMENTS, INCLUDING ROOFS, WINDOWS, DOORS,
MATERIALS, COLORS, TEXTURES AND SCALE.
3. THE OWNER SHALL INSTALL SCREENING MATERIALS SATISFACTORY TO THE DIRECTOR OF PLANNING AND
COMMUNITY DEVELOPMENT FOR THE ENTIRE LENGTH OF THE SOUTHERN PROPERTY LINE THAT ADJOINS SCHOOL
PROPERTY AND FENCING MATERAILS SATISFACTORY TO THE DIRECTOR OF PLANNING AND THE COMMUNITY
DEVELOPMENT AROUND THE STORMWATER FACILITY. INSTALLATION OF THE SCREENING SHALL OCCUR PRIOR TO
THE ISSUE OF A CERTIFICATE OF OCCUPANCY FOR ANY OF THE BUILDINGS OR SHALL BE BONDED.
4, THE PEDESTRIAN PATH SHOWN ON THE APPLICATION PLAN ON THE SOUTHERN BOUNDARY OF THE PROPERTY
CREATING ACCESS TO THE SCHOOL GROUNDS SHALL HAVE A 5-FOOT WIDE MULCHED SURFACE AND A 10-FOOT
WIDE CLEAR ZONE ON EITHER SIDE OF THE MULCH PATH FOR SAFETY AND VISIBILITY. THE INSTALLATION OF
THE PATHWAY SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY OF
THE BUILDINGS.
5, THE OWNER SHALL RESERVE FOR DEDICATION UPON DEMAND OF THE COUNTY OF ALBEMARLE, A 20-FOOT
WIDE RIGHT-OF-WAY, AS SHOWN ON THE APPLICATION PLAN, FOR THE FUTURE EXTENTION OF WOODBROOK
DRIVE TO TAX MAP 45, PARCEL 90.
OTHER CONDITIONS:
1. THERE ARE NO EXISTING SLOPES THAT ARE 25% OR GREATER.
2.THE TOT LOT FACILITY SHALL BE EQUIPPED WITH THE FOLLOWING EQUIPMENT:
1-SW;NG WITH FOUR (4) SEATS
1-SLIDE
2-CUMBERS
1-BUCKABOUT OR WHIRL
2-BENCHES
3. THE APARTMENT BUILDINGS MUST INCLUDE SPRINKLER SYSTEMS.
APPROVALS
C�e6e,,YMV46'1 2 46_6�
PLANNING DEPARTMENT
N11A
ZONING DEPA TMENT
INSPECTIONS DEPARTMENT/FIRE OFFICIAL
SERVICE AU I
HORITY
ENGINEERIN DEPARTMENT
VIRGINIA D PARTMENT OF TRANSPORTATION
VIRGINIA H ALTH DEPARTMENT
BOARD OF ARCHITECTURAL REVIEW
FIRE OFFICIAL
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PLTH OF
TIMOTHY R. MILLER
CERTIFICATE No.
30542
ASS/ONAL E�G
Revisions:
NO. I DESCRIPTION IDATE
1 ICFY COMMENTS 1 03 06
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�7�°1.�'l � " W
Curve
Radius
Tangent
Length
Delta
Chord
Chord Bear,
C1
55.00'
196,63'
142,79'
148044'45"
105.93'
N 43°0652"
E
TY 45 PAID. 91 C
B eTkmaT Land TTUS t
TY 45 PAID. 90
Charlie Geneve Anderson
DB 368-548
Zoned B — 6
Use: Residential
TM 45 Par 91 B5
S6 ATthuT M. Valente
f s6 �2 DB 1894-268
�
06 2� Zoned C1
8S F 60
F- CarTiage Gate LLC o S J Use: Com,merc1
S
1IV] L/j 1Jul j/D
Robert or Gladlis Schmunk
DB 2097 285
Zoned R — 6
Use Residentlzal
TM45PAID 95A
County School Board
Albemarle
DB 1128 650
Zoned B — 6
Use School
02
IS
IF
IF
IF
♦
� /1D TH 45 Para 91 A `♦
�cl NOTthszde Baptist ChuTch
DB 1721— 52 7
Zoned C-1
Use: Day Care
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TIMOTHY R. MILLER
CERTIFICATE No.
30542
S/ONALE�
NO. I DESCRIPTION I DATE
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TM 45 Par 90 W x
` Charlie & Geneve Anderson
/ DB 368-548
/ Zoned R-6
Use: Residential
TM 45 Par 91 D +,
Robert or Gladis Schmunk EXIST. 20' ACCESS
/ f DB 2097-285 DEDUSE UPON DEMAND IC
EASEMENT - TO BE
Zoned: R-6
COUNTY
Use: Residential o
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H-3 15' SIDE YARD SETBACK MH-1
OMO -- — _.. .. _ _ -------------------
— — _ ....... c� U
MH-2 FH
�PLTH OF
® TM 45 Par 91 B o� P/
Arthur M. Valente �' 2 CG 2 1 CG 2 CG 2 S e3' RETAINING WALL 1 �.� DB 1894-268 0 2
k k CG-2 ®MB.... Zoned C-1 TIMOTHY R. MILLERk STAI S SPA ES ® X 18 k k, 9 SP CES ®9' X 1 k k k ®MB 1
w s dt� �� Use: Commercial CERTIFICATE No.
CD
Of
CO-2 30542
N R� STR-4 CG-2 �Ct SIR-2 STAIRS Sidewo/k Grp ��/Qd�J
'' - ...................... _ �. WM AC UNITS
0 5' Sidewalk SIR-3 �❑ / C` �'
x WM WM _ o ❑❑ i ` ��� } NAL
TM 45 Par 91C
Berkmar Land
Trust
20' x 15' CONCRETE
DUMPSTER PAD WITH 6'
WOOD FENCE ENCLOSURE
TM 45 Par 95A
School Board of Albemarle ICounly
DB 1128-650
Zoned R-6
Use: School
NInTF-.
1. The embankment material and compaction requirements must
be in accordance with Virginia Stormwater Management Handbook.
2. Geotechnical study of the soils to be used in the embankment
must be completed before construction of the embankment begins.
3. A Geotechnical inspector must be present to monitor the
construction of the embankment and test compaction.
4. The embankment must be constructed in a manner to meet all
the requirements and specifications of Minimum Standard 3,01 of
the VSMH.
TM 45 Par 91A
Northside Baptist Church
DB 1721-527
Zoned C-1
Use: Day Care
30 0 30 .0 •0
1 Revisions: 1
NO. I DESCRIPTION I DATE
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TYPICAL SECTION FOR
CONCRETE CHANNEL
TYPICAL SECTION FOR
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_-....... TIMOTHY R. MILLER
CERTIFICATE No.
,
30542
• , .\ . 1, ', �.
:` \ `,. � : ', � '"• " t\ �.IFS TM 45 Par 90\ 0 \ 548 S/ONAL E�
CONNECT PROPOSED SANITARY ,, " Chklie & Geneve Anderson
SEWER SERVICE TO EXISTING , 1 \ `. \ DB 368-548 1', !� `' 550 ..-
LATERAL, AS SHOWN ON 1 1 \ \ 1 "
PLAN. 1 �, } ; \. ",Zoned R-6 �." \` \ ` , Revisions:
rLCA
AP EXISTING SEWER SERVICE \. 1 i 1 , \
TERAL ONCE NEW SERVICE IS Ex}St. Private 20' Utility Easement i ilSe.'� Residential �,"_ Exist. 20�PLivote Utility Easement. ` .._
N0. DESCRIPTION DATE
INSTALLED AND OPERATING) DB 2097-286 } ! tl ; i ", * \ " \, ;" ` (B 2ion to 6\ ) ` 552 ._ ` 1 CTY COMMENTS 1 03 06 Portion to be V Gated
I t / (Portion to Remain) ;' j i t 1 ,t \ \ \ 156�'
TM 45 Par 91D "
I / Exist 20' 1 Exist. 35' COMBINED \.
12"X 8"TAPPI b SLEEVE Robert or Gladis Schmunk INSTALL ARV PER ! L. .
I & VALVE. WATER EASEMENT ACSA FIG. W-9 cP cS' 0 S> WATER AND SEWER EASEMENT
f DB 2097-285 STA. 2+18.27 � N o cs t o J6
NOTE: RWU shall be notified 48 ' Zoned: R-6
I S 4 Exist. 20' J J hours prior to tapping. / ! Use: Residential (61 wATER EASEMENT ! — _ — — — — — — — — — — — -- ss S,5- --.........._ t 1 i r —j — k ASPHAULT —� — c-ASPHAULT `�0' \ BUM8' 4C''DIQ MH-3 l8" PVC Sanitor 584 O��J' .............. .ram ........_. �- o8DI. UJATER MAIN v Ben 588 j - Z I \ `\ 2 SanitarP \MH\ P SPEE
MH ' _ .,.
PVC
1
F
a x s DIP ^ .. '
cI i f I I TEE & CV 8' X 6' bIP rn M
'l T R MAIN ! TEE & GV t D v� r3 h
s DIP WATER MAIN 1
8" 45' DIP ) ' f, t
I , , J TM 45 Par y01 B
Bend T-2 �! 1 �o�� rl_Private a ) i t i rn w i ' Arthur M. Valente z
/ T _ .— 1 Fire Line � T 2 T 2 8 lS6
/ — x° DIP DB 1894 268
I / « x[5 7 3] S 2 cp v
s k h ® f, j TEE & GV h Q I z
B b 1 5j Zoned C 1 � o
............. .
'J � A
1 l T-1 >� )
Use: Commercial
' � 8 CP - •S / 51 1. PP / / 5669 T-2 ( 565. ` 1 � r+{` C� o \\
1 � �, 1 Relocated / - _.. _ .._ � ' _ _ . _ _ ... _ _ ' - wM a O• e�,t`c'�o'�`°� �-'� - � `\. �,t�\. �'``'
r / STR-3 r` l — WM BPD BPD-Private
/ � WM BPD BPD ' t
r I / Fire Line Private i f'
1 a i J S 1 1/2" BPD
% 1 1/2
CD ❑ / ❑ 4 I r Water
f N
Water ❑ ❑
I o ❑ // T f3 S 6 1� 2 ❑ / 1 T 2t t / \ \ \.
/Water /J
BULDING B"
q / f ! 1 Meter
o BUILDING A' l
�,
N I % 3-STORY /8r / f BUILDING
/27 000 SF TOTAL
/ CONCRETE / 2fll hyi m a r o f / / 4-sroRY.
rn / CHANNEL 6,600 SF 1FL00R i 14 Units �.
% IG I / TYPICAL OF 4 f / 18, 000 SF' TOTAL / ��1 f �; . �� 27, OOG SF TOTAL �, } , Tp �� ART ��,
s ) / CENTRAL:AMENIT
2 Bedrooms�Uncr 14 Unitsi1 \ �rq� �� j50' QJ
o M 45 Par 91 C 12 U'/ gs (RECREATIO'lAL AREA)T-3 I ;� UFE=579,/ i a _. o v
Berkmar Land j
i / �,�° 2 Bedroorr}s Unit 6,052 sf (0.139 ac) ? LFE=S69 / 2 Bedroo�ns�Unit + , `� 1 % �1�? f h'/jy J
/ I I I a UFE 568 i 1 ! `
Trust f I �� FFE�580 ,� Max Bldg Ht. = 65' /
I I ' r r � LFE= 558
�/ / Max Bldgl1Ht. = 65 /f i S DE SETBACK: 1 '
I I Max Bldg Ht. = 65')
LIMITS OF CLEARING I l Fixture Count = 98 � 18=31'
1(LIMITS _OF TREES TO ( s` a� �� / / Fixtige Count = 1 0
............ / r ; ¢ w
��s ,❑ LorFixture Count = 130 / BE SAVED) (f i ..�.T-��4.....`.. / J ❑ I T-3 �/ 2Doolsf
'T .,--' i E�St 20' i r 1"' � • � �
J I 1 1 / / / SEWER E EMENT f Q
❑ t' r^s o
❑ FX
i - PROTECTIVE FENCINGsFTINc
� � w f ' / l' •s � 1 ;' / f l rV .Engy RFi�e I � �•.• i= cn
ALONG LENGTH OF / co�. I I ! Q-
C.
/s sFR�
a
' SAVED :TREE LINE ! ( � � ,1 � 1 � i r1� .,� •� _.... / / t i o � T-3 ❑ /T-3 ❑ / �,lNsr lee ,
if TO REMAIN THRU ? _ 101 - T- / �1L T-� h� T- T ' sr -1 I' EI Al�eo i - o 0
/ j r } (sss4 T-3 i o 0
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GONSTRUCTION : ' i ❑ / ' o- t
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/ '/ J / /l r � -] '/ ,+ ! , % f ' -/ !/ Q`om `t/ 1 f.( // �f.,..:::::�::::.::r. O `-•ill
�- - i , �,/� �' SWM
6' w00o ACILITY
LANDSCAPE REQUIREMENTS
INTERIOR LANDSCAPING:
CANOPY REQUIRED: 0.05*119,432 SF = 5,972 SF
QUANTITY REQUIRED: 1 TREE PER 10
PARKING SPACES
81 /10 = 8,1 TREES
CANOPY PROVIDED: 6,288 SF
QUANTITY PROVIDED: 18 TREES
TOTAL CANOPY REQUIRED:
0.15" 119,432 SF = 17,915 SF
CANOPY PROVIDED: 12,934 SF
EXISTING CANOPY TO REMAIN: 5,500 SF
TOTAL CANOPY: 18,434 SF
TREE
KEY
BOTANICAL &
COMMON NAME
MINIMUM
CALIPER
HEIGHT QUANTITY
I PLANTED
PLANTING;
CANOPY
10 YEARS
TOTAL
CANOPY
AREA
Acer Rubrurn
T-1
2 1/2"
- 4
286 sf
1,144 sf
Red Maple
._..
... ....... ........._......................................................
Zelcova Serrato
...._..
L
T-2
2 1/2"
- 11
490 sf
5,390 sf
Village Green Zelcova
'
Alnus Cordato
T-3
1 1/2"
- 16
360 sf
5,760 sf
Italian Alder
I
Juni erus Vir Iniono
T-4
-
6'-7' 38
16 sf
608 sf
Eastern Red Cedar
I
Total Canopy
12,902 sf
I
I /
I � /
I o `
I t/ Z
C NNECT TO EXISTINg f
I 1 " WATER MAIN ONt /
ODBURN RD. /
( efer to Water Line Profile)
I
NOTES:
1. 850' OF EXISTING SEWER SERVICE LATERAL
TO BE CAPPED, AND ABANDONED
AFTER NEW SEWER SERVICE IS IN PLACE
AND OPERATING.
2. MAINTAIN AT LEAST 10' HORIZONTAL
SEPARATION BETWEEN WATER AND SEWER
UTILITIES.
3. BPD's ARE REQUIRED BY THE ALBEMARL E
COUNTY SERVICE AUTHORITY TO BE INSTALLED
FOR EACH SPRINKLER SYSTEM AND ALSO
FOR THE DOMESTIC FEEDS FOR THE 4-STORY
APARTMENTS.
4. THE EXISTING SEWER SERVICE SHALL BE
MAINTAINED THROUGHOUT CONTRUCTION, AND
SHALL ONLY BE DISABLED AFTER PROPOSED
SERVICE IS CONNECTED AND WORKING.
r ' SC --/ ' _../ 1' /
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1 - SCREENING
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FEN GE"'
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FITE
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ELEV.
/ 1 i
�MERGENCY-SP'fLtWAY.-__..._ Y
W/,dnreinforQed Vegetation __ `� I XIST. SWM it / ! 'Z, E-+
ELEV=,�57:5.__� _._ i
I = 1 \..` r,, f' /1 FACILITY/ACCESS ..-_ TM 45 Pay'/91A /
I I TM 45 Par 95A 1 j 1 - 2 _--_ / EASEMENT I Q�
� / i' "-- l �' ( t � �'`'-\ - f ,' ! � Northside Baptist Church
School ;Board of Albemarle Caurtity
/ f DB 17,21-527
DB 1128-650 Zoned C-1 / W
Zoned R-6 1 %' j i QUTLEI�� ` - i Use: / Day Care ; ` f ( E-+
Use: ,3c'hool I ''% I STRUCTURE \ `� . 1 / /
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/ , 49 OF 15 PP /f
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