HomeMy WebLinkAboutSDP200600016 Plan - Approved 2006-03-1710
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MARCH 17.
TABLE "A" — HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION
TY,
2006
FINAL SITE PLAN
SDP -2006-00016
TABLE "B" — HOLLYMEAD TOWN CENTER
AREA C OVERALL PARKING TABULATION
BLOCK
PROPOSED/ APPROVED
SQUARE FOOTAGE TO
DATE VIA SDP
MAX, SQ, FOOTAGE
PERMITTED BY BLOCK
BY CODE
NUMBER OF DWELLINGS
PROPOSED/APPROVED
TO DATE VIA SDP
MAX. DWELLING
UNITS PERMITTED BY
BLOCK BY CODE
BLOCK I
5396
55,000
1
--
BLOCK II
NO SDP SUBMITTED
70,000
NOT PERMITTED
--
BLOCK III
NO SDP SUBMITTED
50,000
NO SDP SUBMITTED
40
BLOCK IV
NO SDP SUBMITTED
80,000
NO SDP SUBMITTED
30
BLOCK V
NOT PERMITTED
--
42
50
BLOCK VI
NO SDP SUBMITTED
N/A
NOT PERMITTED
--
BLOCK VII
NO SDP SUBMITTED
25,000
NOT PERMITTED
--
BLOCK VIII
NO SDP SUBMITTED
76,000
NOT PERMITTED
--
BLOCK IX
27,252
40,000
NOT PERMITTED
--
TOTAL
PROPOSED
SQ, FT,
27,252
C-0
42
OF
MAX. SQUARE
FOOTAGE FOR AREA C
275,000
MAX. DWELLING UNITS
FOR AREA C
120
SQUARE FOOTAGE
REMAINING FOR
AREA C
247,748
REMAINING DWELLING
UNITS FOR AREA C
77
TABLE "B" — HOLLYMEAD TOWN CENTER
AREA C OVERALL PARKING TABULATION
BLOCK
PROPOSED
DU/S,F,
PARKING
RATIO REQ,
REQ. #
OF SPACES
TOTAL
PROVIDED
NET
LOADING
SPACES
j
5,396
4.5 PER
1000 GSF
24
56
+32
N/A
II
VIRGINIA DEPARTMENT OF TRANSPORTATION
TAX MAP 32 PARCEL 4 LOT A
HEALTH DEPARTMENT
MAGISTERIAL DISTRICT,
�-
III
'C,' NOT LOCATED WITHING 100 -YEAR FLOOD
Q
TAX MAP REFERENCE,
IV
ZONING,
Z
ZMA 01-20 (AREA C) APPLICATION
V
= 42DU
2,25/DU
95
183
+88
N/A
VI
1 STORY PER ZMA 01-20
YARD REQUIREMENTS,
DRAWING
NO, SHEET
VII
TITLE
C-0
1
OF
13
VIII
BUFFER ZONE,
NONE
NONE
IX
272524.5
PER
1000 GSF
123
243
+120
4
TOTAL
232
482
+240
4
APPROVALS
IDATE.
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
M
N
ENGINEER
20100'
INSPECTIONS
ARB
ALBEMARLE COUNTY, VA.
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
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VIRGINIA DEPARTMENT OF TRANSPORTATION
TAX MAP 32 PARCEL 4 LOT A
HEALTH DEPARTMENT
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\�� � � �Sk U..y �• SSk °•ID
BLOCK 1s�"
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°T AREA C
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NTER
VIRG
INIA
SITE DATA:
OWNER/APPLICANT,
ENGINEER,
1 1 I I I I I I I I
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ZONM Nib SUMMAL
13 FEB 2006
13 FEB 2006
HEALTH DEPARnimT BL WMAL
28 JUL 2005
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BOB EVANS FARMS, INC.
3776 SOUTH HIGH STREET '
COLUMBUS, OHIO 43207
PHONE: (614) 491-2225 FAX: (614) 492-4990
MS CONSULTANTS, INC.
2221 SCHROCK ROAD
COLUMBUS, OHIO 43229-1547
PHONE: (614) 898-7100 FAX: (614) 898-7570
RIVANNA ENGINEERING AND SURVEYING, PLC AND
VICINITY MAP
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SCALE, 1'=
20100'
SOURCE OF TOPOGRAPHY,
ALBEMARLE COUNTY, VA.
O W
COUNTY, STATE,
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TAX MAP 32 PARCEL 4 LOT A
�
MAGISTERIAL DISTRICT,
�-
'C,' NOT LOCATED WITHING 100 -YEAR FLOOD
Q
TAX MAP REFERENCE,
FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY,
ZONING,
Z
ZMA 01-20 (AREA C) APPLICATION
FLOOD ZONING,
INDEX
[IF SHEETS_
N/A
1 STORY PER ZMA 01-20
YARD REQUIREMENTS,
DRAWING
NO, SHEET
NO,
TITLE
C-0
1
OF
13
COVER SHEET
BUFFER ZONE,
NONE
NONE
MAXIMUM STRUCTURE HEIGHT,
C-1
2
OF
13
SITE', IMPROVEMENT PLAN
C-1.1
3
OF
13
SITE: PAVING, SIDEWALK DETAILS AND NOTES
EXISTING USE,
38
�--
0.89 AC.
PROPOSED USE,
C-1.2
4
OF
13
LIGH'IT BAS, HANDICAP DETAILS AND NOTES
WATER RESOURCE AREA,
56 INCLUDING 3 HANDICAP OF WHICH 1 IS VAN ACCESSIBLE
0
RESERVOIR WATERSHED,
C-2
5
OF
13
SITE: GRADING AND STORM SEWER PLAN
WATER SUPPLY PROTECTION AREA,
0.24 ACRES
Q
,'S e,
SITE AREA,
BUILDING AREA,
C-2.1
6
OF
13
DRAINAGE AND BACKFILL DETAILS
BUILDING CONSTRUCTION (IBC),
U'Ihom-:s E. N40sure
No. 032543
USE GROUP (IBC),
C-2.2
7
OF
13
SEDIMENT CONTROL DETAILS AND NOTES
APPROX. No, EMPLOYEES,
IMPERVIOUS AREA,
C-3
8
OF
13
SITE: UTILITIES PLAN
PERVIOUS AREA,
PARKING REQUIRED,
L-1
9
OF
13
LANIDSCAPE PLAN
PARKING PROVIDED,
LOADING SPACES PROVIDED,
L-2
10
OF
13
OVEFRALL LANDSCAPE PLAN
PARKING/CIRCULATION AREA,
IMPERVIOUS COVER,
I-1
11
OF
13
IRRIGATION PLAN
OPEN SPACE,
12
OF
13
LIGHITING PLAN
13
OF
13
PROF'ERS AND APPLICATION PLAN
1 1 I I I I I I I I
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ZONM Nib SUMMAL
13 FEB 2006
13 FEB 2006
HEALTH DEPARnimT BL WMAL
28 JUL 2005
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BOB EVANS FARMS, INC.
3776 SOUTH HIGH STREET '
COLUMBUS, OHIO 43207
PHONE: (614) 491-2225 FAX: (614) 492-4990
MS CONSULTANTS, INC.
2221 SCHROCK ROAD
COLUMBUS, OHIO 43229-1547
PHONE: (614) 898-7100 FAX: (614) 898-7570
RIVANNA ENGINEERING AND SURVEYING, PLC AND
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SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC,
ALBEMARLE COUNTY, VA.
O W
RID
Z J
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TAX MAP 32 PARCEL 4 LOT A
�
PD -MCS PLANNED DEVELOPMENT
�-
'C,' NOT LOCATED WITHING 100 -YEAR FLOOD
Q
PLANE LIMITS AS SHOWN ON THE OFFICIAL
FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY,
THIS PLAN IS IN CONFORMANCE WITH
Z
ZMA 01-20 (AREA C) APPLICATION
PLAN AND PROFFER #1
N/A
1 STORY PER ZMA 01-20
(AREA C) CODE OF DEVELOPMENT
VACANT
COMMERCIAL/RESTAURANT
COMMUNITY DEVELOPMENT AREA
NONE
NONE
1.13 ACRES
5,396 GSF
TYPE 5B
Z
A2
Q
38
�--
0.89 AC.
W
0.21 AC
Q
W
24 SPACES (4,5 PER 1,000 GSF) SEE TABLE 'B'
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Z
56 INCLUDING 3 HANDICAP OF WHICH 1 IS VAN ACCESSIBLE
0
0.76 ACRES
W
0,89 ACRES
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0.24 ACRES
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No. 032543
M8 PHOrJEE{: r Nle
62-12656-00—M
DO -0326
CO
1 OF 13
W
HOLLYMEAD TOWNCENTER
BLOCK C1
LOT B
TMP 32-41D5
DB 2916-22, DB 2672-727, DB
1661-116
1.97 ACRES
ZONED: PD -MC
USE: UNDEVELOPED
W
0
I I
N
ESMT
EX SAN EX SAN -
ESMT ESMT-
ESMT ESM
- EX GAS EX GAS
H
EX GAS
EASEMENT
;TILE IRON rjg
DB 2678-405WV
EX. SIDEWALK
Curve
Radius
Tangent
Length
Delta
Chord
Chord Bear.
C1
115.00'1
37.03
71.65'
35'41'59"
70.50'
N021549"W
a
In
IMP 32-438
TARGET CORPORATION
DB 2678-264
DB 2789-125
ZONED: PD -MC
USE: RETAIL
EX. LIGHT POLE-:
Z
N
W
20' SAN. SEWER
EASEMENT
DB 2916-22
DB 2789-125
DB 2678-415
)-125
I-389
I
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VICINITY MAP
NOT TO SCALE
SITE DATA
TOTAL AREA = 49,424 S.F.
1.13 AC.
TOTAL IMPERVIOUS = 39,117 S.F.
0.89 AC. (797.)
BUILDING = 5,206 S.F.
0.12 AC. (10%)
FREEZER/COOLER = 286 S.F.
0.007 AC. (0.67.)
PORCH = 143 S.F.
0.003 AC. (0.47.)
PAVED AREA = 33,482 S.F.
0.76 AC. (687.)
TOTAL PERVIOUS = 10,307 S.F.
0.24 AC. (217.)
NOT •
(A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH.
(B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION.
(C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED.
(D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES,
AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST.
(E) BUILDING AND PARKING SETBACKS:
BUILDING SETBACKS: PARKING SETBACKS:
FRONT. 30' FRONT: 10'
SIDE: N/A SIDE: N/A
SIDE: N/A SIDE: N/A
REAR: N/A REAR: N/A
EX GAS
(F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION.
BOB EVANS RESTAURANT
PARKING REQUIREMENTS
BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT
BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA
3 HANDICAP SPACES REQUIRED
3 HANDICAP SPACES PROVIDED
24 TOTAL SPACES REQUIRED (ZONING)
70 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING)
SCALE: 1"=20'
DATE SUBMITTED 02/13/06
-INIcoIweIin
ZONM WM SUNIfTTAL
13 FRI 2006
13 FEB 2006
W -WH CWAMMW MMMAL
28 JUL 2006
RM WARM W aO fTEAL
I- ." 1, T, -.lt:. ••-.-II" VolI.•..
O KEYED NOTES O
1.
BE -44 BUILDING SIGNS - VERIFY SIZE WITH BOB EVANS REPRESENTATIVE.
2.
GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP
M
PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS.
CN
SEE DETAIL A/C1.2.
C14
3.
PAINTED YELLOW STRIPING (TYPICAL).
4.
ASPHALT HANDICAP RAMP. WARP ASPHALT UP TO TOP OF CURB, SEE SHEET C2 FOR
ELEVATIONS, SEE DETAIL C/C1.2.
-1
5.
CONCRETE RAMP TO SERVICE DOOR, SEE DETAIL G/C1.1. FLAIR SIDE MAXIMUM 1:10.
<C
6.
CONCRETE TRANSFORMER PAD AND POSTS PER LOCAL UTILITY SPECIFICATIONS.
7.
SITE LIGHTS, CONTROLS, AND POWER BY GENERAL CONTRACTOR. SEE DETAIL D/C1.2.
ASSEMBLY NO.: BE-202-DLS-X, FIXTURE TYPE: P16B-SH10.
LJJ
8.
INSTALL 4" SQ. CONCRETE FILLED STEEL POST WITH RUBBER BUMPER AND HOLDER.
-�
TOP OF POST AT 2'-10" ABOVE FINISHED FLOOR. STOP DOOR AT 90' POSITION.
O
z
�
9.
HANDICAP PARKING SYMBOL, SEE DETAIL B/C1.2.
10.
30' FLAGPOLE, 8' x 12' FLAG SIZE, AND CONCRETE PAD. SEE DETAILS J/C1.1 AND K/C1.1.
L. LJ
C/)
11.
TAPER LAST 10 FEET OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF
mQ
EXISTING ADJOINING CURB OR PAVEMENT.
12.
TRASH ENCLOSURE, SEE SHEET T-1.0 FOR DETAILS 1/T-1.0 THRU 9/T-1.0.
O7
13.
"CARRY HOME KITCHEN" BUILDING SIGN. VERIFY SIZE WITH BOB EVANS REPRESENTATIVE.
N
14.
HANDICAP PARKING SIGN WITH "VAN ACCESSIBLE" AND FINE SIGN. SEE DETAIL A/C1.2.
w
15.
REINFORCED CONCRETE SLAB AROUND GREASE INTERCEPTOR, W x 12' x 5" THICK MINIMUM.
16.
CONTRACTOR SHALL PROVIDE TWO (2) 2" DIAMETER GALVANIZED POSTS, 10' IN LENGTH, FOR THE 'CARRY
0
HOME KITCHEN' PARKING SIGNS. POSTS TO BE BURIED 3' DEEP IN AN 8" DIAMETER CONCRETE BASE. 'CARRY
ry
HOME KITCHEN' PARKING SIGNS SHALL BE PROVIDED BY BOB EVANS. GENERAL CONTRACTOR TO COORDINATE
PLACEMENT OF POSTS WITH BOB EVANS REPRESENTATIVE.
17.
BOB EVANS MONUMENT SIGN, 8 FEET IN LENGTH. CONTRACTOR TO COORDINATE BRICK BASE AND
FOUNDATION WITH BOB EVANS REPRESENTATIVE.
18.
EXISTING CURB TO REMAIN.
19.
ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR.
SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE
APPROVED BY BOB EVANS REPRESENTATIVE.
20.
MATCH FINAL GRADE OF UNPAVED, DEVELOPMENT AREA TO TOP OF PROPOSED PAVEMENT. DIMENSIONS
ARE TO EDGE OF PAVEMENT.
21.
RETAINING WALL TO BE CONSTRUCTED BY BOB EVANS CONTRACTOR UNLESS PREVIOUSLY CONSTRUCTED
BY HOLLYMEAD TOWNCENTER.
22.
PROVIDE HANDICAP RAMP PER ADA AND CHARLOTTESVILLE STANDARDS.
23.
USE 8" CONCRETE SLAB WITH 6" X 6" - W1.4 X W1.4 W.W.F.
NOT •
(A) ANY VIEW OF ROOFTOP EQUIPMENT SHALL BE HIDDEN FROM ROUTE 29 NORTH.
(B) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION.
(C) ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED.
(D) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE GROUND APPURTENANCES,
AND AS TAKEN FROM SURVEY. UNDERGROUND UTILITIES NOT SHOWN HEREIN MAY EXIST.
(E) BUILDING AND PARKING SETBACKS:
BUILDING SETBACKS: PARKING SETBACKS:
FRONT. 30' FRONT: 10'
SIDE: N/A SIDE: N/A
SIDE: N/A SIDE: N/A
REAR: N/A REAR: N/A
EX GAS
(F) BOB EVANS SHALL PROVIDE LETTERS OF PERMISION FOR ALL OFFSITE CONSTRUCTION.
BOB EVANS RESTAURANT
PARKING REQUIREMENTS
BOB EVANS RESTAURANT = 21 MAX. EMPLOYEES / 155 SEAT
BOB EVANS RESTAURANT = 5,396 S.F. GROSS FLOOR AREA
3 HANDICAP SPACES REQUIRED
3 HANDICAP SPACES PROVIDED
24 TOTAL SPACES REQUIRED (ZONING)
70 TOTAL SPACES PROVIDED (MEETS APPROVED P.U.D. AND ZONING)
SCALE: 1"=20'
DATE SUBMITTED 02/13/06
-INIcoIweIin
ZONM WM SUNIfTTAL
13 FRI 2006
13 FEB 2006
W -WH CWAMMW MMMAL
28 JUL 2006
RM WARM W aO fTEAL
I- ." 1, T, -.lt:. ••-.-II" VolI.•..
p���PLTH Op 1
G
0
U Thomas E. Mosure 9
No. 032543
`UN�L r .O6
M6 PROJECT NUMBER:
62 -12656 -00 -DD
DO -0326
ci
2 OF 13
N
M
M
CN
C14
p���PLTH Op 1
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U Thomas E. Mosure 9
No. 032543
`UN�L r .O6
M6 PROJECT NUMBER:
62 -12656 -00 -DD
DO -0326
ci
2 OF 13
EXPANSION JOINTS 20'-0" O.C. SITE PAVING NOTES EXTERIOR CONCRETE NOTES GENERAL NOTES
MAX. CONTROL JOINTS 10'-0" O.C. 1. PAVING BASE MATERIAL AND COMPACTION REQUIREMENTS ARE 1. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO
EQUAL TO STATE HIGHWAY SPECIFICATIONS. REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 1. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND
3 1/2" THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT
DOWEL HOLES PRE- 2. DO NOT INSTALL PAVEMENT UNTIL ALL UTILITY STRUCTURES ARE AND MATERIALS. THE STORAGE SHALL BE CONFINED TO SUCH LIMITS AS MAY BE JOINTLY
DRILLED 3'-0" O.C. 3" 4" ADJUSTED TO BE FLUSH WITH FINAL PAVEMENT ELEVATION (IE. 2. ALL RADII SHALL BE TRUE ARCS. AGREED BY OWNER AND CONTRACTOR.
CLEAN OUT COVERS, CATCH BASIN LIDS, MANHOLE LIDS, ETC.) 3. ALL CONCRETE CURB AND GUTTERS ARE TO BE SET LEVEL WITH PAVEMENT TO 2. THE CONTRACTOR SHALL FURTHER ENFORCE THE ARCHITECT'S INSTRUCTIONS OF SUCH
` // AVOID COLLECTING OR STANDING WATER. NATURE, INCLUDING PARKING, USE OF ROADS, AND FIRE PREVENTION, WHICH THE OWNER MAY
ASPHALTIC CONCRETE DEEM NECESSARY OR DESIRABLE ON THE OWNERS PROPERTY. N go
M \\/\ " 4. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 3. UTILITIES SHOWN TAKEN FROM SURVEY AND PART FROM RECORDS OF RESPECTIVE UTILITY 2QQ6
AS 1 L71 LAYERS COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO �,pUM�RAL
ASPHALTIC CONCRETE OR UPON PREMISES SHOWN ON PLAN.
\// 5. ALL CONTROL JOINTS TO BE CUT 259 OF CONCRETE THICKNESS TOOLED OR
" GRAVEL BASE= � \
00 COMPACTED VERIFY WITH SOILS REPORT SAWCUT). ( 13 FW 2M
oV ou vJ o o
4. ALL ELEVATIONS INDICATED WITH LEADERS REPRESENT FINISHED ELEVATIONS, I.E. 0.00. ALL W-4LTHDWARIMERrelJelifITAL
\/ R ELEVATIONS INDICATED ON THE PLOT PLAN WHICH ARE SKEWED AT A 45 DEGREE ANGLE ARE 28 JUL 2M
6. MAXIMUM DIMENSION WITHOUT CONTROL JOINT IN APRON OR SLAB TO BE 12'. EXISTING ELEVATIONS. THE FINISH GRADE OF THE BLACKTOP PAVEMENT SHALL SLOPE BI, DWi RnAWe�d WIMAL
/\ ,SUB -BASE, PER`//\\//\\//\ = vim. )_Qi z�r UNIFORMLY TO FINISH ELEVATIONS SHOWN ON THE PLOT PLAN.
ILS REPORT /\�\j\ j `COMPACTED GRAVEL BASE 7. ALL CONCRETE TO BE 4000 P.S.I. AT 28 DAYS.
5. ALL FILL ON THE PROPERTY SHALL BE ADEQUATELY COMPACTED BY ROLLING TO PRODUCE A 9D ENTWOONgrguanON
\ SURFACE SATISFACTORY FOR THE PROPER INSTALLATION OF BASE COURSE AND PAVING.
SU�\\ \\/ 8. ALL EXTERIOR CONCRETE TO HAVE 6% AIR ENTRAINMENT. BEFORE COMMENCING PAVING WORK, THE PAVING CONTRACTOR MUST MAKE CERTAIN THAT THE
BASE
B - PER / /
SURFACES TO BE COVERED ARE IN PROPER CONDITION. SURFACES NOT ACCEPTABLE SHALL
PROVIDE \ \\/\SOILS REPORT / \/ BE REPORTED TO THE OWNER IMMEDIATELY. THE PAVING CONTRACTOR IS RESPONSIBLE FOR
PROFILE FOR APPROVAL PRIOR TO CONSTRUCTION / \\`j/j\j/j� j/\jj/\j/��\j/�\//�\�\\ 9. 1/2" EXPANSION JOINTS ON THE CONCRETE SIDEWALK SHALL OCCUR AT A MIN.
�� ^\� /� OF 20', MAX. OF 25' INTERVALS. ANY PLACE THE SIDEWALK COMES INTO CONTACT AND ASSUAS HALT. THE RING THAT LPAV NG SUBBASE
ER WILL BEHELDLRESPO RE FOR ESPONSIBLE PLACING
THE FRESULTS OF
VEL SE
WITH THE BUILDING, THERE SHALL BE A 1/2" EXPANSION JOINT. SEE DETAIL THE FINAL PAVING AND SHALL ASSURE THAT THE RESULTS OF THE PAVING WILL MEET
ri'� EXTRUDED CURB SECTION c PAVING DETAIL F/C1.1. REASONABLE EXPECTATIONS.
C1.1 NOT TO SCALE C1.1 NOT TO SCALE 6. THE PLUMBING CONTRACTOR SHALL VERIFY SEWER DEPTH AND BE RESPONSIBLE FOR R
PROVIDING ADEQUATE SLOPE OF BUILDING SEWER TOWARD THE CITY SEWER IN STRICT L
ACCORDANCE WITH THE GOVERNING AUTHORITIES PRIOR TO BUILDING CONSTRUCTION. C d
MINIMUM GRADE PERMITTED IS PER LOCAL CODES BUT NOT LESS THAN 1 (ONE) PERCENT.
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e CONCRETE WALK (LIGHT BROOM 7. THE PLUMBING CONTRACTOR, ELECTRICAL CONTRACTOR, SIGN CONTRACTOR, RESTAURANT 0C^'
FINISH) WITH 6x6-W1.4xW1.4 W.W.F. EQUIPMENT CONTRACTOR, AND HEATING, AIR CONDITIONING, AND VENTILATION BALANCE f+ �'
CONTRACTOR SHALL BE UNDER THE DIRECTION OF THE GENERAL CONTRACTOR WHO WILL BE
1/4" WIDE x 1" DEEP CONTROL HELD RESPONSIBLE FOR THE COORDINATION OF ALL WORK ON THIS PROJECT AND THE
SEE SITE PLAN FOR DIMENSIONS SEE SITE PLAN FOR DIMENSIONS JOINT AT 10'-0" O.C. MAXIMUM PROPER EXECUTION OF THE SAME. Qi
SLOPE 2% MAX. SLOPE 2% MAX.
=
1/2" EXPANSION JOINT NOT TO 8. WHERE IT IS NECESSARY TO CUT CITY CURBS, THEY SHALL BE RESTORED AND/OR
�
EXCEED 25'-0" APART.
RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING CITY L v
AUTHORITIES. RECONSTRUCT CITY CURBS AFTER DEMOLITION OF EXISTING APPROACHES.
1 1 SEE SHEET C1 4" CONCRETE WALK 4" CONCRETE WALK INSTALL VINYL "ZIP -STRIP" BY
C L
12" TOPSOIL (TYPICAL (BROOM FINISH) WITH VINYLEX CORP' 9. ALL EXISTING UTILITIES SERVING THE PROPERTY SHALL BE PROPERLY TERMINATED IN O
(BROOM FINISH) WITH LANDSCAPE AREA)
6X6 -W1.4 /W1.4 W.W.F. 6" 6x6 -W1.4 /W1.4 W.W.F. COMPLIANCE WITH CITY AND/OR COUNTY REGULATIONS.
1" EASED EDGE SLOPE ° ° • / V
TOOLED JOINT 4" COMPACTED GRAVEL 10. REMOVE ALL TREES, INCLUDING ROOT STRUCTURES, EXCEPT THOSE SPECIFICALLY NOTED TO '-
--�
(NO VAPOR BARRIER) / / i REMAIN AND THOSE ON PROPERTY LINES. DO NOT CLEAR SITE PRIOR TO COORDINATING WITH
�\ r•- �� \/\��\//\\j�y��\\��\�\\>/\\\/ /\\\\//\/�\/\\/�\\/\\//�\/�j�\/�\/\/\ THE OWNER AND THE LANDSCAPING PLAN TO LOCATE ALL TREES TO REMAIN.
�J •-ci�i-c��l�C_v�^v CJo� o ���v^o� . o / vu�v� • c ,-�o -w o / // / \/ \/ \//\//\/ \// � / /� // / / / / / / / /
��' • . � :� .�-„ ;�-. ��. . ,. , . � � � / \\ /�iC \i\\iii\�\i /�i \\i\\\\\i�\i�i�y�\i �\i\\i/i�\i�
\/\ 11. ALL EXTERIOR SIGNS SUPPLIED BY SIGN CONTRACTOR TO OWNER. ELECTRICAL CONTRACTOR
�` �`
COMPACTED AGGREGATE SHALL PROVIDE CONDUIT AND WIRE TO SIGN. FINAL CONNECTIONS BY ELECTRICAL
COMPACTED CONTRACTOR.
SEE SPECIFICATIONS SOIL SUB -BASE
4 COMPACTED GRAVEL -4- 12. REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED AND REPLACE WITH SUITABLE
NO VAPOR BARRIER �!�������\�//����\�%\�/�/\\/ EXPANSION JOINT CONTROL JOINT
( ) COMPACTED FILL.
NOTES: 13. GENERAL CONTRACTOR SHALL PROVIDE GROUND POISONING FOR TERMITES AND OTHER
1. LOCATE CONTROL JOINTS AS SHOWN ON PLAN OR 10' O.C. MAXIMUM. VERIFY WITH INSECTS PRIOR TO FINAL CONCRETE FLOOR INSTALLATION. GENERAL CONTRACTOR SHALL
BOB EVANS REPRESENTATIVE. SUBMIT TO OWNER WRITTEN GUARANTEE FROM REPUTABLE LOCAL EXTERMINATING COMPANY.
2. CONCRETE PADS OVER a THICK CONTROL JOINTS TO BE 12' O.C. MAXIMUM 14. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES, TREES, FENCES, SLABS, DRIVEWAYS AND
rD_'N�SIDEWALK SECTIONSIDEWALKS. VISIT SITE TO DETERMINE EXTENT OF DEMOLITION WORK WHICH MAY OR MAY M N CID
E SIDEWALK SECTION ri"�WALK EXPANSION CONTROL JOINT NOT BE SHOWN ON PLNS.C1.1 NOT TO SCALEErn
C1.1 NOT TO SCALEC1.1 NOT TO SCALE 15. VERIFY EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 0 0
16. INSTALL GUARD POST AT GAS
METER
APPLICABLE CODES. MINI M INSTALLAT ON SCI4 ICD RAXS7E ACCORDANCE
'-0 LONGSTEELPIPE, CONCRETE
FILLED, 3'-00 ABOVE GRADE. (2) AT GAS METER AND (2) AT ELECTRIC TRANSFORMER. Q
JOINTS AT 6" O.C. 10'-0"
ar410OLED
W x y2" D . Q 4" CONCRETE WALK WITH 6X6-W1.4/W1.4 METAL THRESHOLD/QUARRY TILE w " 17. BACKFILL ALL TRENCHES UNDER SLABS, WALKS, AND PAVED AREAS WITH BANK RUN GRAVEL. 0 L4 O
a
5 -0 5 -0 ALL EXCAVATING AND BACKFILLING IS BY INDIVIDUAL CONTRACTS PLUMBING, ELECTRICAL,
d _J
e 4 W.W.F. - BROOM FINISH HOLD WALK 1 /4" BELOW THRESHOLD a ETC.). SEE SPECIFICATIONS 02000. Z _j Z
WALK DIM. PER SITE PLAN 4" THICK CONCRETE
CONCRETE DUMPSTER PADa CONCRETE RAMP TAPER BOTH a 18. GENERAL CONTRACTOR IS TO SEED AND MULCH ALL DISTURBED AREAS OUTSIDE PROPERTY
RCID Q
SIDES (G/C1.1) 1/2" EXPANSION JOINT WITH BEAD N CONTROL JOINT 1" DEEP AND INSURE ESTABLISHMENT OF ADEQUATE VEGETATION (SEE HATCHING ON SHEET Cl). Q
t 1 ar_ w e w °
" °d a #4 DOWELS 2'-0' LONG AT 1-0 O.C. 19. INSTALL 12"
PULVERIZED TOPSOIL FLUSH WITH WALKS IN ALL LANDSCAPING AREAS CLOSE TO
40
a d 40 FOUNDATION, SEE BUILDING AND 2" TOPSOIL IN AREAS INDICATED AS SOD. ALL MOUND AREAS TO RECEIVE 12" O
° 'a.
a DETAIL K/C1.1 OF TOPSOIL. PULVERIZED TOPSOIL TO BE ROLLED TO PREVENT EXCESS SETTLEMENT. ALL
co
0 0 0 A -1COQ .4.. ° :° a 4 N ° ° SODDED AREAS TO HAVE POSITIVE DRAINAGE. _
a ° i' a ° ,, ° FLAGPOLE 20. ALL UTILITY STRUCTURES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING
N °.o ..° s o o 0 0 0 0 o a n 1 °
CODES OR STANDARDS (CIN, COUNTY OR STATE).w 00 A4
Q
\� % ti ► c ° 21. FOLLOW WRITTEN DIMENSIONS ALWAYS. DO NOT SCALE.
d SIDEWALK 22. ALL SITE WORK AND PAVING MUST BE IN ACCORDANCE WITH, OR SURPASS RECOMMENDATIONS 0
4 POUR SLAB 3/40 PAST FACE °
A.
/ ° 4 ' a OF SOILS REPORT. IF SOILS REPORT CONFLICTS WITH DRAWINGS AND SPECIFICATION, THE
t i a ° OF BLOCK AT REAR DOOR ° 44. ° MORE PROHIBITIVE OF THE TWO SHALL TAKE PRECEDENCE AND BE CONSIDERED TO BE THE
CONCRETE SIDEWALK, ° a . d TO SUPPORT EDGE OF DOOR a a °
INTENT OF THE BID DOCUMENTS. IN ALL CASES STRICTLY ADHERE TO DRAWINGS AND
SEE DETAIL E/C1.1 a ° ° THRESHOLD ° ° a •. ° . ° SPECIFICATIONS. J
° 5'Ow a ° ° . Q
4 . . 41. 4 . °a. ' o OMIT TOP COURSE OF BLOCK ° ° ° ° a
_ 23. GENERAL CONTRACTOR IS TO INSTALL MINIMUM (ONE) 4" P.V.C. CONDUIT FOR PRIMARY
a 'd ° TO POUR SLAB THRU OPENING SERVICE UNDER ALL PAVING BETWEEN TRANSFORMER AND PROPERTY LINE. SEE
°
° SPECIFICATIONS FOR UNDERGROUND SERVICE CONDUIT. SUPPLY ADDITIONAL CONDUITS IF
6'-0" REQUIRED BY UTILITY CO. W
24. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN 10
DELIVERY RAMP J FLAGPOLE BASE OUTS, MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE Z
G DELIVERY RAMP C1.1 NOT TO SCALE C1.1 NOT TO SCALE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. REFER TO THE SITE GRADING Q
C1.1 NOT TO SCALE PLAN SHEET AND MOUNDING.
w
0
CG -3 Q
STANDARD FOUNDATION DIMENSIONS ^ r>_
FLAGPOLE WITH #312 4_- 1/4" RAD. 5w NUMMAL mu m ur rAVLMtn i LIJ
DURANODIC BRONZE
1 1 ANODIZED FINISH 3" RAD. FP
ROPOSED PAVEMENT
is - ' �-z""•'�'-s^
ADJACENT CONCRETE WALK j\ \ •
TO BE FLUSH WITH TOP ° ° °
16 GAUGE CORRUGATED ° . o',': �`R':;,
Surface ��j�ai'TH OP
STEEL TUBE WITH STEEL
SUPPORT PLATE AND ° a Is`
h�
LIGHTNING ROD ° 6"L '
4 Theme E. A/losure y
U
.v'.:
NOTES TJo. 032543
NOTE: USE METAL SHIMS ° This item may be precast or out In place.
�.
TO SECURE FLAGPOLE. "• : o:;:
SHIMS PROVIDED BY ° : D ` : ..:. • . Concrete If pr tlasscast. A3 If scat to place, �W
1 1 GENERAL CONTRACTOR PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE _ sat�ase s
NFOR APPROVAL PRIOR TO CONSTRUCTION
7" Curb having o radius of 300 ft. or kas A
NOTE: INCLUDE ONE NYLON U.S. (roclongdial ta"bof
curb) will be paid for oa
FLAG. COORDINATE SIZE WITH when His standard is to be red into rrRnung "The depth of mrb may be reducea.os much os 3" MS PROJECT NL1�
BOB EVANS REPRESENTATIVE barrier cw0. Me transition r s be made within (13"deplh)or Increased as much as V19"depth) 62 12�-W-M
Bm9 dionQe in standards mode of regator in order Mat the bottom of curb will coincide with
openL CURB SECTION the top adjustment court of the is to be adefortare. DO -0326
This curb sAotl DE used when design spied ii OlherwiN Me depth Is to he Was strove. No V V 03
yeater than 40 MPH on Rural hiahwoys and decreseo In o the peke bid is to . mods for a
C i .1 NOT TO SCALE 4S MPH In developed Urban and suburban decrease won increase in depth.
areas.
K FLAGPOLE BASE SECTION STANDARD 4"CURe RERIVENCESPECIFICA'nON
C1
C 1.1 LE
NOT TO SCA',
201.02 VIRGINIA DEPARTMENT OF TRANSPORTATION DATE SUBMITTED 02/13/06 4 OF 13
ALUMINUM "ADMIRAL" , A 1
H►EI��
LENGTM
A
B
i
o
6" �
I'M""'N4 SLOPED CURB SECTIONcc
C 1 e 1 NOT TO SCALE
xftq;�
0.
It a It
30'
3s"
36"
30"
36"
6'
FLAGPOLE WITH #312 4_- 1/4" RAD. 5w NUMMAL mu m ur rAVLMtn i LIJ
DURANODIC BRONZE
1 1 ANODIZED FINISH 3" RAD. FP
ROPOSED PAVEMENT
is - ' �-z""•'�'-s^
ADJACENT CONCRETE WALK j\ \ •
TO BE FLUSH WITH TOP ° ° °
16 GAUGE CORRUGATED ° . o',': �`R':;,
Surface ��j�ai'TH OP
STEEL TUBE WITH STEEL
SUPPORT PLATE AND ° a Is`
h�
LIGHTNING ROD ° 6"L '
4 Theme E. A/losure y
U
.v'.:
NOTES TJo. 032543
NOTE: USE METAL SHIMS ° This item may be precast or out In place.
�.
TO SECURE FLAGPOLE. "• : o:;:
SHIMS PROVIDED BY ° : D ` : ..:. • . Concrete If pr tlasscast. A3 If scat to place, �W
1 1 GENERAL CONTRACTOR PROVIDE BOB EVANS REPRESENTATIVE WITH PROFILE _ sat�ase s
NFOR APPROVAL PRIOR TO CONSTRUCTION
7" Curb having o radius of 300 ft. or kas A
NOTE: INCLUDE ONE NYLON U.S. (roclongdial ta"bof
curb) will be paid for oa
FLAG. COORDINATE SIZE WITH when His standard is to be red into rrRnung "The depth of mrb may be reducea.os much os 3" MS PROJECT NL1�
BOB EVANS REPRESENTATIVE barrier cw0. Me transition r s be made within (13"deplh)or Increased as much as V19"depth) 62 12�-W-M
Bm9 dionQe in standards mode of regator in order Mat the bottom of curb will coincide with
openL CURB SECTION the top adjustment court of the is to be adefortare. DO -0326
This curb sAotl DE used when design spied ii OlherwiN Me depth Is to he Was strove. No V V 03
yeater than 40 MPH on Rural hiahwoys and decreseo In o the peke bid is to . mods for a
C i .1 NOT TO SCALE 4S MPH In developed Urban and suburban decrease won increase in depth.
areas.
K FLAGPOLE BASE SECTION STANDARD 4"CURe RERIVENCESPECIFICA'nON
C1
C 1.1 LE
NOT TO SCA',
201.02 VIRGINIA DEPARTMENT OF TRANSPORTATION DATE SUBMITTED 02/13/06 4 OF 13
HANDICAPPED RUL
SIGNS PROVIDED BY GENERAL ACTUAL STRIPING AND ARRANGEMENT
CONTRACTOR, PER LOCALMAY DIFFER, SEE SITE PLAN SHEET Cl
REQUIREMENTS BOLT TO STEEL POST HANDICAPPED FOR PROPER LAYOUT.
PARKING 0
to uoo '$50 to $300 FINE' SIGNsm N �0+ "d. I ' I 1 1 '
CONCRETE FINE `:: � 'Q _
`VAN ACCESSIBLE" SIGN HANDICAP PARKING SIGN, '�
VAN c SEE DETAIL A/C1.2 ZONW BM Bl�iAL
* 2" AND 6" (MOUNT IN SIDEWALK) 13 "8 20M
BETWEEN ACCESSIBLE AS NOTED ON SITE PLAN
�* + ato m SM BUBMMAL
0 6" PAINTED 2" DIAMETER SCHEDULE 40 STEEL _
z PIPE, PAINTED P-8 _ TAPER ASPHALT TO BE � � 2006
YELLOW
FLUSH WITH CONCRETE FTM oWTeuBKBr��
N STRIPING - WALK AT TOP
28 JUL 2005
............
c 6" DIAMETER SCHEDULE 40 STEEL PIPE, 4'-3"
4a m ° a B�caD@'/1i111r611T8t�IfiTAL
p. a a °
PAINTED P-8 PARKING `' s ° a ° eu oocx�Il�rralooNarpucraN
a
P CONCRETE SIDEWALK
ACCESSIBILITY SYMBOLslpp
PAINTED ON PAVEMENT PROPORTIONING GUIDE 4
O0 o
" . . • O
CO a.
/ 6" DIAMETER POST IN 12"
�
\//\// k \/\/ DIAMETER CONCRETE s TO BE BLUE IN COLOR, UNLESS OTHERWISE SPECIFIED
. °4 .' to
\\ \ NOTE:
\� HANDICAP SIGN MOUNTING HEIGHT PER LOCAL PAINTED SYMBOL, C
.2
CODE AND INSTALLATION PER LOCAL SEE DETAIL B/C1n
►� //� / REQUIREMENTS
e HANDICAP SYMBOL
3" 3" �
C 1.2 NOT TO SCALE C N-1
HANDICAP $ d
A c RAMP HANDICAP SIGN ,)NOT TO SCALE $
I ' C 1.2 NOT TO SCALE
C
0
c
c
SITE ELECTRICAL NOTES
1. EACH LIGHT CIRCUIT SHALL HAVE HOME RUN CONDUIT TO SWITCHGEAR.
2. FINAL ADJUSTMENTS OF SITE LIGHT ANGLES AND DIRECTIONS ARE TO BE MADE AFTER DARK, AVOID INTERFERENCE
WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF BOB EVANS REPRESENTATIVE.
3. ALL SITE LIGHTING TO BE WIRED IN 1" PVC EACH CIRCUIT TO HAVE DIRECT RUN TO THE SWITCHGEAR. DO NOT
LOOP CIRCUITS.
4. SITE LIGHTS, POLE SIGNS, SIDE BUILDING SIGNS AND ROOF LIGHTS ARE CONTROLLED BY "LITE STAT" SYSTEM.
5. SITE SIGN CONDUIT SHALL BE 1-1/2" DIRECT TO SWITCHGEAR. INCLUDE GROUND WIRE IN CONDUIT AND SEPARATE
GROUND ROD AT FOUNDATION FOR POLE.
lk
I co
1" NON—SHRINK GROUT --
- POLE AND ANCHOR < uj
BOLTS BY ELECTRICAL
CHAMFER 1" AT 45' TYP. CONTRACTOR
Z
4 4 S
1" x 12" x 12" STEEL BASE°
PLATE WITH (4) 3/4' DIA. x . ' II . I I . U .
2'—W LONG ANCHOR BOLTS a Ij I I ° a " Q Z
WITH 4" LONG HOOKS II I° I a I I 4 DRILL OVER DIG
OE DO 0
N SII ° I I °II a FOUNDATION
4
SII°I� 11 _
II all 11 Q
\r/ d
\\i/ ° ri�ri�
0.
° Q
CONDUIT BY ELECTRICAL
CONTRACTOR a ° (°`
'
1 U
0
41
°
24 DIAMETER CONCRETE
°S PIER WITH (4) f7 REBARS 0 ~ Q
4. ° 0 UPRIGHT AND 13 TIES AT
a a \\\ \� i 12" O.C. VERTICAL Q
/Yw
2'-0" / W In
DIAMETER
SECTION O
1 1 4 5/8"4 5/8" J
1 —2 3/4
NLTH Op l
#3 TIES AT 12" 0 G p
O.C. VERTICALLY
a
u Tnomr.s E. h4osure y �
No. 032543
4
ro �
REB RAS
UPRIGHT
N 1 15/16" CLEAR SPACE ONAL .
(TYPICAL) M6 PROJECT Nimm
62-121IRWOO—M
p
DO -0326
D SITE LIGHT BASE
C 1.2 NOT TO SCALE C1.2
DATE SUBMITTED 02/13/06 5 OF 13
ra
I I
C
HOLLYMEAD TOWNCENTER
BLOCK Cl
LOT B
TMP 32-41D5
DB 2916-22, DB 2672-727, DB
1661-116
1.97 ACRES
ZONED: PD—MC
USE: UNDEVELOPED
12' INV. (SE) - 537.28
12' INV. (NE) a 537.18
t
I\
+ ��� +
542.90
/ o
+
+
1
I
I
EX SAN EX SAN
EX GAS —
ex. sIOFW,��
+ �a --
I I �`
I � I
1/
i
X
W
�\ 1p
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Icl
O KEYED NOTES O
1. 6' STORM LINE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE
AS SHOWN ON PLAN.
2. 4' STORM LINE FROM DOWNSPOUTS. CONNECT TO P.V.C. PIPE BELOW GRADE
AS SHOWN ON PLAN.
3. FINGER DRAINS PER DETAIL C/C2.1.
4. CONTRACTOR MUST RESET BENCHMARK AFTER STORM STRUCTURE IS BROUGHT TO FINAL GRADE.
5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE.
6. EXISTING STORM PIPE AND INLET TO REMAIN.
PROPOSED CONTOUR
NOTES:
EXISTING CONTOUR
TMP 32-4_3B
AWN
TARGET CORP
DB 2678-264
<
dlB 2789-125
0
+ NED: PD—MC
+ 41�
USE: RETAIL
I•
100.00
EX. LIGHT POLE
L1J
(B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1.
—�
(C) 6- AND 4" STORM CONDUIT IS P.V.C. SDR -35.
i
X
W
�\ 1p
+a
Icl
O KEYED NOTES O
1. 6' STORM LINE FROM ROOF SCUPPERS. CONNECT TO P.V.C. PIPE BELOW GRADE
AS SHOWN ON PLAN.
2. 4' STORM LINE FROM DOWNSPOUTS. CONNECT TO P.V.C. PIPE BELOW GRADE
AS SHOWN ON PLAN.
3. FINGER DRAINS PER DETAIL C/C2.1.
4. CONTRACTOR MUST RESET BENCHMARK AFTER STORM STRUCTURE IS BROUGHT TO FINAL GRADE.
5. DOWNSPOUT TO OUTLET INTO LANDSCAPED AREA USING A VELOCITY REDUCTION STRUCTURE.
6. EXISTING STORM PIPE AND INLET TO REMAIN.
w
0 LEGEND
EX GAS
PROPOSED CONTOUR
NOTES:
EXISTING CONTOUR
oD
100.50
<
PROPOSED ELEVATION - TOP OF CURB
(A) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING
ry
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY
I•
100.00
DAMAGE TO THEM DURING CONSTRUCTION.
L1J
(B) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1.
—�
(C) 6- AND 4" STORM CONDUIT IS P.V.C. SDR -35.
O
m
-d
z
(D) 12' STORM CONDUIT IS ADS N-12, SMOOTH INTERIOR HDPE PIPE; REINFORCED
V
C
CONCRETE PIPE ASTM C-76, CLASS III, WALL B; OR APPROVED EQUAL.
c
LL
o
(E) UTILITIES, OTHER THAN STORM SEWER, ARE SHOWN HERE FOR REFERENCE ONLY.
C/-)
COORDINATE SANITARY SEWER, GAS LINE AND WATER LINE WORK WITH SITE UTILITIES
PLAN (0).
DETAI�SA/C2.01RASHALL AND BACKFILL ALL PIPES AND STRUCTURES PER
ND G/C2INSTALL
w
0 LEGEND
EX GAS
MAJOR FLOOD ROUTE ARROW
r 3 4'0
SCALE: 1"=20'
UNDERGROUND UTILITIES
TWO WORKING DAYS
BEFORE YOU DIG
CALL 1-800-552-7001 (TOLL FREE)
UTILITY NOTIFICATION CENTER OF VIRGINIA
NON—MEMBERS
MUST BE CALLED DIRECTLY
DATE SUBMITTED 02/13/06
kW. -&l
I I I IN co IV 10KM 8UW/ITALEB 2006�MTTALEB 2006Rtir W BuelrfTTALUL 2005
SUM DWARrMW a MWffAL
PROPOSED CONTOUR
EXISTING CONTOUR
oD
100.50
•�
w
PROPOSED ELEVATION - TOP OF CURB
100.00
PROPOSED ELEVATION - PAVEMENT
100.00
PROPOSED ELEVATION - PAVEMENT
MAJOR FLOOD ROUTE ARROW
r 3 4'0
SCALE: 1"=20'
UNDERGROUND UTILITIES
TWO WORKING DAYS
BEFORE YOU DIG
CALL 1-800-552-7001 (TOLL FREE)
UTILITY NOTIFICATION CENTER OF VIRGINIA
NON—MEMBERS
MUST BE CALLED DIRECTLY
DATE SUBMITTED 02/13/06
kW. -&l
I I I IN co IV 10KM 8UW/ITALEB 2006�MTTALEB 2006Rtir W BuelrfTTALUL 2005
SUM DWARrMW a MWffAL
W M N M
9W
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Q 0.
_ W
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10
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No. 032543 1
L
I MS PROJECT NJL139:0
62 -12656 -00 -DD
DO -0326
C2
6 OF 13
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No. 032543 1
L
I MS PROJECT NJL139:0
62 -12656 -00 -DD
DO -0326
C2
6 OF 13
MANHOLES, CATCH BASINS AND GREASE TRAPS
BACK Fl LL REQUIREMENTS FINISH GRADE OR SUB GRADE 2'-0n TAPER
ALL AROUND
N NN
=-77
om
ZONNO WM al*AlrrAL
13
ONTRACTOR TO BACKFILL
INFLUENCE TRENCH OF STRUCTURE FEBF2006
�10_ GM aRAWAL
WITH COMPACTED GRANULAR STRUCTURE
13 FEB 2006
BACKFILL, 98% STANDARD PROCTOR NOTE: PAVING THICKENS TO 9" AT CATCH BASIN (TYPICAL) HEAUH DEPARTNBU GUNAlTAL
(FULL DEPTH). 00 INFLUENCE TRENCH MANUFACTURED OR FIELD CONSTRUCTED CATCH 0, 28 JLL 2M
OF STRUCTURE BASIN MAY BE USED IF SITE CONDITIONS, LOCAL
STANDARDS, AVAILABILITY, AND/OR COST MAKE ch FOR MANHOLES USE NEENAH FRAME AND GRATE R-1551, 8= DWARYMENr SUBMIMAL
AN ALTERNATE PRACTICAL BID AS AN o gAND FOR CATCH BASINS USE NEENAH FRAME AND GRATE
BD In iiilili�illit
ALTERNATE AND CLARIFY IN BID. in a- R-2502 B FOR HIGH IR -
CATCH BASINS USE
V NEENAH FRAME AND GRATE R -2580-C SERIES. RIM
r".111MOCtt'BTFKJCIM
"I
N/ offiw
4" PERFORATED P.V.C. PIPE, ASTM -D3034 9 CL En ELEVATIONS AS SHOWN ON THE SITE GRADING PLAN SHEET.
A
% AT EACH CATCH BASIN. SEE DETAIL C/C?-1
00,\\ \\ \\ \ — GROUT PIPE INTO OPENING (TYPICAL)
DRAINAGE STRUCTURES SHALL BE 2' INSIDE REFER TO THE SITE GRADING PLAN
DIMENSION PRE CAST OR BLOCK, PER CITY SHEET FOR PIPE TYPE AND SIZE.
BACKFILL TO BE PLACED IN 8* LIFTS AND TESTED EACH 24" OF CHARLOTTESVILLE STANDARDS.
DEPTH OF FILL - ((l) TEST PER STRUCTURE PER 2- FILL)
CONTRACTOR TO UNDERCUT STRUCTURE LOCATIONS CERTIFIED BY REPUTABLE TESTING COMPANY, d le
BASE BY 8*. REPLACE WITH COMPACTED COMPARISONS SHALL BE DOCUMENTED PRIOR TO ISSUANCE OF 240 OR AS PER c
GRANULAR BACKFILL 95X STANDARD PAYMENT. LOCAL CODE
PROCTOR.
NO ON SITE FILL WILL BE ALLOWED FOR UTILITY 0)
STRUCTURES UNLESS SPECIFICALLY APPROVED BY -w
BOB EVANS REPRESENTATIVE c
W LL
A UTILITY STRUCTURE BACKFILL REQUIREMENTS
kc.�I'2NOT TO SCALE rB STORM STRUCTURE DETAIL
\Cj.�INOT TO SCALE
0) a
0
TYPICAL CLEAN OUT COVER IN ALL PAVED/CONCRETE AND LANDSCAPE 03
AREAS. NEENAH FOUNDRY CO. COLUMBUS, OH, PHONE: 614-876-9837.
NEENAH - R-1976
CLEAN OUT COVERS FOR ALL
SANITARY AND STORM CLEAN OUTS
11 1/4
OMPACT GRAVEL BASE
Do
ion
L
6\
go
I0
ASPHALT, CONCRETE, LANDSCAPE OR SOD
v/'
K\\rr AREAS. SEE SITE GRADING PLAN SHEET <
\�/\/� �\�/\\�/�\�/\/� ��\!�\\/��\��\\�� ��\\% \,�i CLEAN OUT PLUG. 3* BELOW BOTTOM OF
THE MANHOLE LID
47 DIA. x 10'-0" LONG P.V.C., SDR -35,
PERFORATED TOP, (4) PER CATCH BASIN 1'-8, MEL
OR MANHOLE, (2) PER CURB INLET, SEE CLEAN OUT LOCATIONS MARKED C.O. ON
SITE GRADING AND STORM PLAN GRADING AND UTILITY PLANS. co
J
X <
U
rc-'FINGER DRAIN rD %'�'NCLEAN OUT DETAIL
��.l NOT TO SCALE
C2.1 NOT TO SCALE
LL
6 _j m
PAVED UNPAVED AREA NOTE:
SURFACE SEE PAVEMENT DETAIL FOR 1. BEDDING THICKNESS UNUDER PIPE BARREL b, SHALL BE 1/8 OF Bc; 4" MIN. Bc IS OUTSIDE DIAMETER OF PIPE AT BELL. z
(SEE NOTE 3)
PAVEMENT SECTION Z
2. THE HAUNCH AREA OF 'THE PIPE MUST BE FULLY SUPPORTED; THEREFORE THE BEDDING MATERIAL SHALL BE HAND
D
/r\/r\/
COMPACTED AGGREGATE in SUITABLE ONSITE MATERIAL, PER PLACED AND COMPACTEDtUNDER THE PIPE HAUNCH. w
MAX. DIAMETER, COMPACTED SECTION 02200 PART 2-1 AND
TO 98% STDco
. PROCTOR COMPACTED TO 95% STD. PROCTOR 3. IF UNPAVED AREAS NATHIN 10' OF PAVEMENT OR STRUCTURE THEN FOLLOW TRENCH GUIDELINES FOR PAVED AREA. co
SECTION 02200 (M BE PLACED IN 8- LIFTS MAX.)
x, w
4. PIPE DIAMETER OF 4" COR SMALLER SHALL HAVE A MAXIMUM TRENCH WIDTH OF 12". af
TRACER WIRE #14 THIN BLUE z
FOR W, GREEN FOR
TRACER WIRE #14 THIN BLUE SEWER,ATERYELLOW FOR GAS, 5. BEDDING AND INITAL BAACKFILL SHALL BE SAND FOR ALL UTILITY CONDUIT CARRYING WATER, ELECTRIC, GAS, AND
FOR WATER, GREEN FOR TELEPHONE.
ca -ORANGE FOR COMMUNICATIONS
SEWER, YELLOW FOR GAS,
ORANGE FOR COMMUNICATIONS
ANY DEVIATION FROM THE ABOVE DETAILS AND SPECIFICATIONS MUST HAVE WRITTEN APPROVAL FROM THE ON-SITE BOB
04
C4INTIAL BACKFILL
INITIAL BACKFILL EVANSREPRESENTATIf.
44 4:
v,-NLTli
Op
BEDDING AND INITIAL BACKFILL M BE BEDDING AND INITIAL BACKFILL TO BE Lrf
COMPACTED GRANULAR MATERIAL 111" a COMPACTED GRANULAR MATERIAL 1/20
NOMINAL DRAINAGEnLL. SEE NOTE 5. NOMINAL DRAINAGE FILL, SEE NOTE 5
SECTION 02200 SECTION 02200Thoml-s 1' 1 Mosure >
Bc No. 0325413
Bc + 12" MIN. Bc + 12" MIN.
SEE NOTE 4 L, SEE NOTE 4 NA -
04
NOT TO SCALE NOT M SCALE IMS PRONE -CT NUMBER
62 -12656 -00 -DD
DO -W26
K_GUTILITY TRENCH BACKFILL REQUIREMENTS
C2.1 NOT TO SCALE C2,1
VON DATE SUBMITTED 02/13/06 7 OF 13
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BENCHMARK:
TOP OF STORM
STRUCTURE
ELEVATION =540.51
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CIRCUIT E-36,
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IN ._, 53e i AVERAGE BUILDING HT. = 18.16' L�,I 4
MAX. BUILDING HT. = 25.00'
SINGLE STORY c� I
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EX SAN EX SAN w
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TMP 32-43B
TARGET CORPORATION
- nn -?n nr. ,
Ram
EX GAS
OKEYED NOTES
1. GAS UNE TO BE SIZED BY GAS COMPANY. RUN UNE FROM METER TO EXISTING
GAS MAIN PER RECOMMENDATIONS OF GAS COMPANY. ALL MATERIALS AND
INSTALLATION ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES
AND N.F.P.A. STANDARDS. INCLUDE TWO GUARD POSTS AT METER LOCATION.
2. UNDERGROUND ELECTRICAL SERVICE FROM POWER COMPANY SOURCE. PAD
MOUNTED TRANSFORMER AND THE PRIMARY SERVICE CONDUCTORS BY THE POWER
COMPANY. CONTRACTOR SHALL PROVIDE THE PRIMARY CONDUIT(S) (QUANTITY,
SIZE, TYPE,...) AS REQUIRED FROM THE POWER COMPANY ELECTRIC SERVICE
SOURCE (EITHER EXISTING OR NEW) TO THE PAD MOUNTED TRANSFORMER.
CONTRACTOR SHALL INSTALL GUARD POSTS AND CONCRETE PAD PER ALL STATE
AND LOCAL CODES, POWER COMPANY, N.F.P.A., AND N.E.C. STANDARDS.
(AS APPLICABLE). CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY
AND . VERIFY THE TRANSFORMER LOCATION, PAD SIZE, ORIGIN OF SERVICE,
AND ALL STANDARDS FOR WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE
SECONDARY SERVICE FEEDERS AS PER THE ELECTRICAL RISER DIAGRAM. SEE
SWITCHBOARD ELEVATION AND RISER DIAGRAM ON ELECTRICAL SHEETS.
3. SITE LIGHT. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL.
4. BOB EVANS BUILDING SIGNS, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL
5. INSTALL 1000 GAL GREASE INTERCEPTOR PER ALL GOVERNING CODES. SET UD FLUSH
WITH GRADE. SEE PLUMBING SHEETS FOR DETAIL CONTRACTOR TO CONSTRUCT CONCRETE
SLAB PER DETAIL ON PLUMBING SHEETS.
6. 2" PVC (ANSI/AWWA STANDARD C901-96) DOMESTIC AND IRRIGATION COMBINATION SERVICE
UNE, PER ALL GOVERNING CODES. CONTRACTOR MUST VERIFY REQUIREMENTS OF LOCAL CODES,
UTILITY COMPANY AND GOVERNING OFFICIALS. INCLUDE IN BASE BID ALL ADDITIONAL VALVES,
PIPING, STRUCTURES, ETC., THAT WILL BE REQUIRED. INCLUDE GATE VALVE AND WELL AT MAIN
MAINTAIN A MINIMUM PRESSURE OF 40 P.S.L. (SEE NOTE G).
7. 6" P.V.C. SANITARY SEWER. ASTM D-3034, SDR -35. THE SANITARY UNE SHOULD HAVE
A SLOPE OF 1 TO 29, CONTACT THE ENGINEER ONCE TIE-IN INVERT IS LOCATED
TO VERIFY SLOPE. CONTRACTOR TO COMPLY WITH LOCAL CODES FOR MINIMUM SLOPES.
8. 3" SCHEDULE 40 P.V.C. SLEEVE FOR IRRIGATION LINE. CONTRACTOR TO FLAG
ENDS OF SLEEVES.
9. CONTRACTOR SHALL TAP INTO THE EXISTING SANITARY SEWER SERVICE LINE.
COORDINATE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. (SEE NOTE H)
10. "CARRY HOME KITCHEN" BUILDING SIGN. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL.
11. CONTRACTOR TO CIRCUIT LIGHT FIXTURE(S) TO SECURITY CIRCUIT, SEE ELECTRICAL SHEET
FOR CIRCUIT AND PANEL
12. LOCATION OF MAIN POWER LINE IS ESTIMATED FROM EASEMENT INFORMATION.
CONTRACTOR TO FIELD VERIFY ACTUAL LOCATION.
13. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR.
SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE
APPROVED BY BOB EVANS REPRESENTATIVE.
14. CONTRACTOR IS TO LOWER GAS MAIN IF REQUIRED TO MAINTAIN COVER. COORDINATE
WITH THE GAS PROVIDER. SEE SHEET C2 FOR PROPOSED GRADES OVER GAS LINE.
NOTES:
(A) ALL EXISTING UTIUTIES, AS TAKEN FROM SURVEY BY RIVANNA ENGINEERING AND SURVEYING AND PART FROM
RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES
ADJACENT TO OR UPON PREMISES SHOWN ON PLAN.
(B) CONTRACTOR RESPONSIBLE FOR MAINTAINING A MINIMUM COVER OF 4.0' GRADE OVER PROPOSED WATER LINE.
(C) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION.
(D) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A MINIMUM VERTICAL CLEARANCE OF 18" AND/OR
HORIZONTAL CLEARANCE OF 10' BETWEEN WATERLINES AND SANITARY SEWER LINES.
(E) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1.
(F) STORM SEWER SHOWN HERE FOR REFERENCE ONLY. COORDINATE WITH SITE GRADING PLAN (C2).
(G) CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED U11LIlIES SHOULD TIE
INTO EXISTING U71UTIES AT A POINT LOCATED AS CLOSE TO THE PROPOSED BUILDING AS POSSIBLE, IF CONDITION
OF EXISTING U11UTY ALLOWS. REMOVE AND DISPOSE OF ANY UNUSED PORTION OF THE EXISTING UTILITY LINE.
(H) SANITARY SERVICE TIE IN AS PER PLAN, TO BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL
TRY TO TIE THE PROPOSED SANITARY SEWER SERVICE TO THE EXISTING SANITARY SERVICE WITHIN THE PROPERTY
LINE. REMOVE ANY UNUSED PORTION OF THE EXISTING UTILITY UNE.
(1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED.
REPAIR PAVEMENT AFTER UTILITY CONDUIT IS PROPERLY INSTALLED AND BACKFILLED AS PER NOTE J.
(J) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1.
(K) CONTRACTOR TO CIRCUIT SITE LIGHTS AND SIGNAGE TO BUILDING, SEE ELECTRICAL SHEETS FOR CIRCUITS AND
PANELS.
0 10 20 30 40
SCALE: 1"=20'
DATE SUBMITTED 02/13/06
kW-4L7H28
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TMP 32-43B
TARGET CORPORATION
- nn -?n nr. ,
Ram
EX GAS
OKEYED NOTES
1. GAS UNE TO BE SIZED BY GAS COMPANY. RUN UNE FROM METER TO EXISTING
GAS MAIN PER RECOMMENDATIONS OF GAS COMPANY. ALL MATERIALS AND
INSTALLATION ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES
AND N.F.P.A. STANDARDS. INCLUDE TWO GUARD POSTS AT METER LOCATION.
2. UNDERGROUND ELECTRICAL SERVICE FROM POWER COMPANY SOURCE. PAD
MOUNTED TRANSFORMER AND THE PRIMARY SERVICE CONDUCTORS BY THE POWER
COMPANY. CONTRACTOR SHALL PROVIDE THE PRIMARY CONDUIT(S) (QUANTITY,
SIZE, TYPE,...) AS REQUIRED FROM THE POWER COMPANY ELECTRIC SERVICE
SOURCE (EITHER EXISTING OR NEW) TO THE PAD MOUNTED TRANSFORMER.
CONTRACTOR SHALL INSTALL GUARD POSTS AND CONCRETE PAD PER ALL STATE
AND LOCAL CODES, POWER COMPANY, N.F.P.A., AND N.E.C. STANDARDS.
(AS APPLICABLE). CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY
AND . VERIFY THE TRANSFORMER LOCATION, PAD SIZE, ORIGIN OF SERVICE,
AND ALL STANDARDS FOR WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE
SECONDARY SERVICE FEEDERS AS PER THE ELECTRICAL RISER DIAGRAM. SEE
SWITCHBOARD ELEVATION AND RISER DIAGRAM ON ELECTRICAL SHEETS.
3. SITE LIGHT. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL.
4. BOB EVANS BUILDING SIGNS, SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL
5. INSTALL 1000 GAL GREASE INTERCEPTOR PER ALL GOVERNING CODES. SET UD FLUSH
WITH GRADE. SEE PLUMBING SHEETS FOR DETAIL CONTRACTOR TO CONSTRUCT CONCRETE
SLAB PER DETAIL ON PLUMBING SHEETS.
6. 2" PVC (ANSI/AWWA STANDARD C901-96) DOMESTIC AND IRRIGATION COMBINATION SERVICE
UNE, PER ALL GOVERNING CODES. CONTRACTOR MUST VERIFY REQUIREMENTS OF LOCAL CODES,
UTILITY COMPANY AND GOVERNING OFFICIALS. INCLUDE IN BASE BID ALL ADDITIONAL VALVES,
PIPING, STRUCTURES, ETC., THAT WILL BE REQUIRED. INCLUDE GATE VALVE AND WELL AT MAIN
MAINTAIN A MINIMUM PRESSURE OF 40 P.S.L. (SEE NOTE G).
7. 6" P.V.C. SANITARY SEWER. ASTM D-3034, SDR -35. THE SANITARY UNE SHOULD HAVE
A SLOPE OF 1 TO 29, CONTACT THE ENGINEER ONCE TIE-IN INVERT IS LOCATED
TO VERIFY SLOPE. CONTRACTOR TO COMPLY WITH LOCAL CODES FOR MINIMUM SLOPES.
8. 3" SCHEDULE 40 P.V.C. SLEEVE FOR IRRIGATION LINE. CONTRACTOR TO FLAG
ENDS OF SLEEVES.
9. CONTRACTOR SHALL TAP INTO THE EXISTING SANITARY SEWER SERVICE LINE.
COORDINATE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. (SEE NOTE H)
10. "CARRY HOME KITCHEN" BUILDING SIGN. SEE ELECTRICAL SHEET FOR CIRCUIT AND PANEL.
11. CONTRACTOR TO CIRCUIT LIGHT FIXTURE(S) TO SECURITY CIRCUIT, SEE ELECTRICAL SHEET
FOR CIRCUIT AND PANEL
12. LOCATION OF MAIN POWER LINE IS ESTIMATED FROM EASEMENT INFORMATION.
CONTRACTOR TO FIELD VERIFY ACTUAL LOCATION.
13. ROOF MOUNTED FLAGPOLE LIGHT INSTALLED BY ELECTRICAL CONTRACTOR.
SEE ELECTRICAL SHEETS FOR DETAIL AND CIRCUITING. FINAL LOCATION TO BE
APPROVED BY BOB EVANS REPRESENTATIVE.
14. CONTRACTOR IS TO LOWER GAS MAIN IF REQUIRED TO MAINTAIN COVER. COORDINATE
WITH THE GAS PROVIDER. SEE SHEET C2 FOR PROPOSED GRADES OVER GAS LINE.
NOTES:
(A) ALL EXISTING UTIUTIES, AS TAKEN FROM SURVEY BY RIVANNA ENGINEERING AND SURVEYING AND PART FROM
RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES
ADJACENT TO OR UPON PREMISES SHOWN ON PLAN.
(B) CONTRACTOR RESPONSIBLE FOR MAINTAINING A MINIMUM COVER OF 4.0' GRADE OVER PROPOSED WATER LINE.
(C) CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION.
(D) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A MINIMUM VERTICAL CLEARANCE OF 18" AND/OR
HORIZONTAL CLEARANCE OF 10' BETWEEN WATERLINES AND SANITARY SEWER LINES.
(E) CLEAN OUT LOCATIONS MARKED C.O. ON PLAN, SEE DETAIL D/C2.1.
(F) STORM SEWER SHOWN HERE FOR REFERENCE ONLY. COORDINATE WITH SITE GRADING PLAN (C2).
(G) CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED U11LIlIES SHOULD TIE
INTO EXISTING U71UTIES AT A POINT LOCATED AS CLOSE TO THE PROPOSED BUILDING AS POSSIBLE, IF CONDITION
OF EXISTING U11UTY ALLOWS. REMOVE AND DISPOSE OF ANY UNUSED PORTION OF THE EXISTING UTILITY LINE.
(H) SANITARY SERVICE TIE IN AS PER PLAN, TO BE FIELD VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL
TRY TO TIE THE PROPOSED SANITARY SEWER SERVICE TO THE EXISTING SANITARY SERVICE WITHIN THE PROPERTY
LINE. REMOVE ANY UNUSED PORTION OF THE EXISTING UTILITY UNE.
(1) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AND TRENCH WHERE PROPOSED UTILITY CONDUIT IS NEEDED.
REPAIR PAVEMENT AFTER UTILITY CONDUIT IS PROPERLY INSTALLED AND BACKFILLED AS PER NOTE J.
(J) CONTRACTOR SHALL INSTALL AND BACKFILL ALL PIPES AND STRUCTURES PER DETAILS A/C2.1 AND G/C2.1.
(K) CONTRACTOR TO CIRCUIT SITE LIGHTS AND SIGNAGE TO BUILDING, SEE ELECTRICAL SHEETS FOR CIRCUITS AND
PANELS.
0 10 20 30 40
SCALE: 1"=20'
DATE SUBMITTED 02/13/06
kW-4L7H28
a co It Na 13 W 200613 FW 2006�r6U9 rrra.UL 2005
aJxi DwARrdeff amMwWAL
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No. 03243
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BENCHMARK:
TOP OF STORM
STRUCTURE
ELEVATION =540.51
(USGS NAVD 88 DATUM)
w
20' DRAINAGE -
DBEASEMENT1a
1 I DB 2678-389 � N
c0
I I y
ESMT
X.
8" PVC
__o -/Ex SAN EX SAN
N
ESMTFa
Li
SEMENT
29aP--'�2
?678-405wv
1�
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r 20' SAN. SEWER
w' EASEMENT
DB 2916-22
DB 2789-125
DB 2678-415
r
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WOOMERA
R MEN AM= Ommmmmml
REBTALP"
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SITE AREA = f1.13 AC
ALR
N
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70 PARKING SPACES
03
E GAS
'
155 SEATS
W
OCTOBER GLORY RED MAPLE
co
F.F. = 541.25
BNR
AVERAGE BUILDING HT. = 18.16'
02
'
If)
MAX. BUILDING HT. = 25.00'
DGN
�O
SINGLE STORY
09
BNR
BETULA NIGRA
RIVER BIRCH
2
2 1/2- CAL.
B&B
L..
SOD
ESMT ESMT IGH TMH
V
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SANAN I�
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40' BUILDING fRESTRIC
/
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DB 2678-437
DB 2678-425 /
ESMT ESM
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PR. E.O.P. /
ESMT t - ESMT
PLANT LIST: V
40'
T
ICON
�-- _" Cf
O.C. II*–
m
QTY
O
CONT. SIZE
N
/
co
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OCTOBER GLORY RED MAPLE
co
2 1/2" CAL.
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O/Fv O 1
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ESMT
ESMT
15' ELECTRIC EASEMENT
oo
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KEY
BOTANICAL NAME
COMMON NAME
QTY
PLANTING SIZE
CONT. SIZE
N
DECIDUOUS TREES
M
M
ACR
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
14
2 1/2" CAL.
B&B
ORNAMENTAL TREES
�O
BNR
BETULA NIGRA
RIVER BIRCH
2
2 1/2- CAL.
B&B
EVERGREEN TREES
INS
ILEX x 'NELLIE R. STEVENS'
NELLIE STEVENS HOLLY
3
7-8' HT.
B&B
SHRUBS
VBW
VIBURNUM 'BURKWOODII'
'BURKWOODII' VIBURNUM
3
36-48" HT.
No. 5 CONT.
TMH
TAXUS MEDIA 'HICKS'
HICK'S YEW
16
18-24" HT.
B&B
IGH
ILEX GLABRA
INKBERRY HOLLY
73
24-30" HT.
No. 3 CONT.
DGN
DEUTZIA GRACILLIS 'NIKKO'
NIKKO DEUTZIA
27
18-24" HT.
No. 3 CONT.
FLG
FORSYTHIA x INTERMEDIA 'LYNWOOD GOLD'
FORSYTHIA 'LYNWOOD GOLD' YELLOWBELLS
12
30-36" HT.
B&B
JHB
JUNIPERUS HORIZONTALIS
BLUE RUG JUNIPER
17
24-30" SP.
No. 3 CONT.
ALR
ABELIA x GRANDIFLORA 'LITTLE RICHARD'
ABELIA 'LITTLE RICHARD'
19
15-18" HT.
No. 3 CONT.
COB
CEPHALANTIS OCCIDENTALIS
BUTTONBUSH
2
30-36" HT.
B&B
ORNAMENTAL GRASS/PERENNUM
PAH
PENNISETUM ALOPECUROIDES 'HAMELN'
DWARF FOUNTAINGRASS
37
No. 2 CONT.
,� I
V I
`-DRAINA E EASEME�T
DB 271 -125
DB 26 -389
ACR
/
GENERAL NOTES:
EX GAS
L1.01
12"
ALL PLANT MATERIALS TO COMPLY WITH THE LATEST EDITION OF A.N.A. STANDARDS FOR
NURSERY STOCK AND BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM
INSTALLATION DATE.
LANDSCAPE CONTRACTOR IS TO VERIFY LOCATION) OF ALL UNDERGROUND UTILITIES AND
RECEIVE APPROVAL FROM GC OR SITE SUPERVISOR, IF NECESSARY, TO MAKE CHANGES IN
PLANT LOCATIONS.
LANDSCAPE CONTRACTOR MUST COORDINATE WITH I GENERAL CONTRACTOR AND OTHER SITE
OPERATIONS.
MINOR ADJUSTMENTS TO THE PLANT LOCATIONS TARE TO BE MADE IN THE CASE OF ANY
CONFLICTS WITH PROPOSED UTLITIES. LANDSCAPE: ARCHITECT TO BE NOTIFIED IF/WHEN
THESE CHANGES DO ARISE.
ALL PLANTING BEDS AND FREE STANDING TREES TO BE MULCHED WITH 3" OF GRADE "A"
CYPRESS MULCH. BEDS ARE TO BE GRADED SMOOTH AND FREE OF SOIL CLODS AND
STONES. ALL TREES TO BE STAKED AND WRAPPED WITH ASPHALTIC WRINKLE KRAFT TREE
WRAP.
ALL PLANTS ARE TO BE REMOVED FROM CONTAINERS, CAGES AND NON -BIODEGRADABLE
MATERIALS.
GENERAL CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADES; LANDSCAPE CONTRACTOR
IS RESPONSIBLE FOR FINE GRADING AND TO PROlVIDE 4" OF AMENDED TOPSOIL FOR
PLANTING BEDS.
REMOVE ALL TAGS.
REMOVE DEAD AND DAMAGED LIMBS.
PRUNE TO PROPER SHAPE.
PAINT WOUNDS AND SCARS.
FASTEN WITH NEOPRENE TIE WRAPS
OR 5/8" BILK. RUBBER HOSE & WIRE •
2" X 2" OAK STAKE SET AT APPX.
70' DRIVEN MIN. 18" DEPTH FIRMLY INTO
SUBGRADE AND SET INTO PREVAILING WINDS.
MULCH AS PER SPECIFICATIONS
FORM EARTH SAUCER WITH 3" HIGH BERM.
FLOOD WITH WATER TWICE DURING FIRST 24 HOURS.
BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL
PLACE ROOT BALL ON UNDISTURBED SUBGRADE.
REMOVE DEAD AND DAMAGED LIMBS.
PRUNE TO PROPER SHAPE.
PAINT WOUNDS AND SCARS.
REMOVE ALL TAGS.
TOP OF BALL TO BE AT
LAWN GRADE.
r— MULCH AS PER SPECIFICATIONS.
i— FORM EARTH SAUCER WITH 3" HIGH BERM.
FLOOD WITH WATER TWICE DURING FIRST 24 HOURS.
► BURLAP REMOVED FROM THE TOP 1/3 OF THE BALI..
\- PLACE ROOT BALL ON UNDISTURBED SUBGRADE.
L1.02 EVERc�EI
SCALE: NONE
PARKING LOT DATA
PARKING STALL AREA = 9,140 S.F.
0.21 AC. (18%)
VEHICULAR CIRCULATION AREA = 11,390 S.F.
0.26 AC. (23X)
ALL ORGANIC MATTER AND DEBRIS ARE TO BE REMOVED FROM THE SITE BY THE LANDSCAPE
CONTRACTOR. LAWN AREAS AND BEDS SHOULD BE FREE OF STONES GREATER THAN 2".
PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY; THE LANDSCAPE
CONTRACTOR IS RESPONSIBLE FOR HIS OWN "TAKE OFFS". DRAWING PREVAILS OVER WRITTEN
QUANTITIES.
PLANTING BEDS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT
SPECIFIED RATE UNLESS OTHERWISE NOTED.
PLANTING SHALL BE FERTILIZED UPON INSTALLATION. RECOMMENDED FERTILIZER BE MIXED WITH
BACKFILL AT PRODUCT SPECIFIED RATE.
BED EDGE SHALL BE SMOOTH, CONSISTENT 4 1/2- DEEP AND HAND CUT, EDGES TO BE
LOCATED BETWEEN ALL BEDS (INCL. TREES) AND LAWN AREAS.
CONTRACTOR TO SOD ALL AREAS SPECIFIED UNLESS OTHERWISE DIRECTED BY THE GENERAL
CONTRACTOR.
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE
MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF THE TREES IS PROHIBITED. SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
PLANT.
0
REMOVE ALL TAGS.
REMOVE DEAD AND DAMAGED LIMBS.
PRUNE TO PROPER SHAPE.
PAINT WOUNDS AND SCARS.
FASTEN WITH NEOPRENE TIE WRAPS Nv in
OR 5/8" BLK. RUBBER HOSE & WIRE •
rf28
BETE BLUMAL
2" X 2" OAK STAKE SET AT APPX. EB ZOOS
70' DRIVEN MIN. 18" DEPTH FIRMLY INTO NM BIIBWTTAL
SUBGRADE AND SET INTO PREVAILING WINDS. •B 2006
MULCH AS PER SPECIFICATIONS RTN6dT SLU&ffAL
FORM EARTH SAUCER WITH 3" HIGH BERM. US 2005
FLOOD WITH WATER TWICE DURING FIRST 24 HOURS.RflMENTSUBIRiTAL-
BURLAP REMOVED FROM THE TOP 1/3 OF THE BALL. RDDOCLWMWI
PLACE ROOT BALL ON UNDISTURBED SUBGRADE.
0 10 20 30 40
SCALE: 1"=20'
DATE SUBMITTED 02/13/06
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DATE SUBMITTED 02/13/06
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EB 2006
ARTHINr aMWAL
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STRUCTURE , T
ELEVATION =540.51
(USGS NAVE) 88 DATUM) rrt
15' FLO
METER
2 SLEEVE
w
.> 100"-
_ 2" SLEEVE A 6
a " /
:�..-:. ;
•
8.96
3%4 ,
GPM
-- ---
,
Part Number
AN d
SLEEVE•
WIRELESS RAIN
. ,•
SENSOR AND RAIN
I I
SHUT OFF DEVICE ,�. d ° _•_':
j TO BE INSTALLED I
`'
i
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° " d ':� . •' 6 ...� ,.:
1 I I
BENCHMARK:
TOP OF STORM
STRUCTURE , T
ELEVATION =540.51
(USGS NAVE) 88 DATUM) rrt
15' FLO
METER
2 SLEEVE
w
.> 100"-
_ 2" SLEEVE A 6
a " /
:�..-:. ;
•
8.96
3%4 ,
GPM
-- ---
,
Part Number
AN d
SLEEVE•
WIRELESS RAIN
. ,•
SENSOR AND RAIN
° ':
SHUT OFF DEVICE ,�. d ° _•_':
j TO BE INSTALLED I
`'
. , , w �4 1
PER
° " d ':� . •' 6 ...� ,.:
MANUFACTURERS�
+ ' 4
SPECSIFICATIONS.
PROPER COVERAGE. i
RAIN SENSOR TO
BE INSTALLED ON
I'
' ROOF NEAR
3
CONTROLLER.
Rain Bird 6 -VAN 180 1804 -PRS
VERIFY LOCATION
3" SLEEVE II
WITH OWNER.
6
1
0
Cr.
Rain Bird 6 -VAN 90 1804 -PRS
A5 1 1/2* 1 I\----- --
Io
I�
Tc
� I
13.74 14i1` IA5
GPM
k It
++ A4 1 1/2-
; 4.16
A4 i i ',� GPM
i\I
Al 1 1/2-
/4-0 11.14
E
"SLE VE GPM j
VALVEA
1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE /
COVER. VERIFY LOCATION IN FIELD. f
-- ---
I
I
I
i
Part Number
/
Flow
�
INSTALL IRRIGATION
70 PARKING SPACES
+
155 SEATS
CURB. ADJUST SPACING
F.F. = 541.25
-
AVERAGE BUILDING HT. = 18.16'
NEEDED TO PROVIDE
MAX. BUILDING HT. = 25.00' /
PROPER COVERAGE. i
SINGLE STORY
0.45
CONTRACTOR.
3
v~i
Rain Bird 6 -VAN 180 1804 -PRS
6 -VAN
30
0.6
6
1
0
Cr.
Rain Bird 6 -VAN 90 1804 -PRS
6 -VAN
30
Io
I�
Tc
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13.74 14i1` IA5
GPM
k It
++ A4 1 1/2-
; 4.16
A4 i i ',� GPM
i\I
Al 1 1/2-
/4-0 11.14
E
"SLE VE GPM j
VALVEA
1.5" RPZ BACKFLOW PREVENTER IN PROTECTIVE /
COVER. VERIFY LOCATION IN FIELD. f
I I II I ' {
L -J L-- J L ---.r,
i
3/4" C i
IRRIGATION CONTROLLER TO
-- ---
BE LOCATED HERE. ELEC.
Part Number
/
Flow
SITE AREA = f1.13 AC
INSTALL IRRIGATION
70 PARKING SPACES
+
155 SEATS
CURB. ADJUST SPACING
F.F. = 541.25
-
AVERAGE BUILDING HT. = 18.16'
NEEDED TO PROVIDE
MAX. BUILDING HT. = 25.00' /
PROPER COVERAGE. i
SINGLE STORY
0.45
I I II I ' {
L -J L-- J L ---.r,
i
3/4" C i
IRRIGATION CONTROLLER TO
-- ---
BE LOCATED HERE. ELEC.
Part Number
SERVICE BY GEN.
Flow
CONTRACTOR. INSTALL
INSTALL IRRIGATION
CONTROLLER PER MANU.
HEADS AT EDGE OF
SPECIFICATIONS. 1"
CURB. ADJUST SPACING
CONDUIT THROUGH BLDG.
AND NOZZLES AS
WALL FOR CONTROL WIRE
NEEDED TO PROVIDE
BY GENERAL CONTRACTOR
PROPER COVERAGE. i
TO BE COORD. BY IRRIG...
0.45
CONTRACTOR.
3
Iii
1 I
3/4"
l� I
II I
� 1
A2 11/0
22.19 '
/4" GPM
SLEEVE
1
1j 1/2"
II
I
®I
I
II
I
I
II
I
II
I
I
'I
1
II
1
�I
'I
1
1 1
I
1
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1
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�I
I I
I
1 I
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II
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11
II
1
I I
II
I I
1
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II
I
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I
I
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it
1 1
II
I
II
I
I I
I
i
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I
I
II
I I
1 1
1 1»
;HA2
A3 1 1/2
f� "Iq
25.72
F46' SLEEVE GPM
�-��----_�_ -----
--
tar
THE DESIRED WATER COVERAGE OF THE IRRIGATION SYSTEM IS SHOWN ON THE DRAWINGS.
THE CONTRACTOR IS TO INSTALL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE,
FUNCTIONAL SYSTEM THAT IS IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS.
THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER'S
REPRESENTATIVE FOR APPROVAL, PRIOR TO CONSTRUCTION, WHICH WILL ILLUSTRATE TYPE OF
HEADS, VALVES, CONTROLLER, PIPING AND ACCESSORIES. ALL EQUIPMENT MUST HAVE A
MANUFACTURERS FIVE YEAR WARRANTY. THE IRRIGATION CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPER INSTALLATION AND FIELD ADJUSTMENT OF THE ABOVE ITEMS.
THE IRRIGATION CONTRACTOR SHALL SUBMIT A WARRANTY POLICY TO THE OWNER WHICH
SHALL COVER THE FUNCTION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER THE
ACCEPTANCE OF THE SYSTEM BY THE OWNER.
CONTRACTOR WILL VERIFY STATIC PRESSURE AND VOLUME OF SITE WATER SUPPLY AND
ADJUST ENTIRE IRRIGATION SYSTEM ACCORDINGLY. EACH ZONE OF IRRIGATION SYSTEM IS TO
BE DESIGNED WITH A MINIMUM OPERATING PRESSURE OF 45 PSI. IF THE PRESSURE IS BELOW
45 PSI, A PROPERLY SIZED BOOSTER PUMP WILL BE REQUIRED. AS PART OF THE SHOP
DRAWINGS, THE IRRIGATION CONTRACTOR WILL PROVIDE CALCULATIONS SHOWING PRESSURE
LOSS FROM THE POINT OF CONNECTION TO THE FURTHEST HEAD (AND FOR THE FURTHEST
HEAD ON THE LARGEST ZONE). ADJUST DESIGN TO MEET AVAILABLE PRESSURES AND
VOLUMES.
i
a�.
IRRIGATION PLAN IS A SCHEMATIC DRAWING TO REPRESENT DESIRED WATER COVERAGE. FIELD
ADJUSTMENTS MAY BE NECESSARY TO AVOID UNFORESEEN OBSTACLES AND SIMPILIFY
INSTALLATION. IRRIGATION SYSTEM ACCESSORIES SUCH AS QUICK COUPLER VALVES, ISOLATION
VALVES, AND FLOW METERS ARE TO BE LOCATED AS SHOWN ON PLANS IF REQUIIRED.
THE IRRIGATION CONTROLLER IS TO BE A HYBRID SOLID STATE TYPE WITH PLASTIIC LOCKABLE
CABINET. CONTROLLER MUST HAVE DUAL PROGRAMMING FOR TURF SPRAY ZONES AND SHRUB
SPRAY ZONES AND BE CAPABLE OF OPERATING MULTIPLE VALVES PER STATION. IRRIGATION
CONTROLLER IS TO BE PLACED AS SHOWN ON IRRIGATION PLAN.
PROVIDE PVC SLEEVES FOR IRRIGATION PIPES AND WIRING THAT CROSSES UNDER WALKS,
STREETS AND CONCRETE PADS. COMBINE PIPING WHENEVER POSSIBLE TO REDUCE QUANTITY
OF SLEEVING MATERIALS. WHEN INSTALLING IRRIGATION PIPE ALONG CURBS OR IN ISLANDS,
PLACE PIPE AS CLOSE TO CURB AS POSSIBLE TO ALLOW FOR PLANTING OF TREE'S AND
SHRUBS.
ADJUST ALL IRRIGATION EQUIPMENT SO SIDEWALKS, PAVING AND BUILDING REMAIN) DRY OF
DIRECT SPRAY OR EXCESS WATER RUN-OFF.
1.1,01 SRELMON
O30 -INCH LINEAR LENGTH OF
WIRE, COILED
02 WATER PROOF CONNECTION
(1 OF 2)
03 ID TAG
®REMOTE CONTROL VALVE:
EQAIINN BIRD PES -B (OR APPROVED
OVALVE BOX WITH COVER:
12 -INCH SIZE
06 FINISH GRADE/TOP OF MULCH
O7 PVC SCH 80 NIPPLE (CLOSE)
OS PVC SCH 40 ELL
09 PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
®BRICK (1 OF 4)
90PVC MAINLINE PIPE
OSCH 80 NIPPLE (2 -INCH
LENGTH, HIDDEN) AND
SCH 40 ELL
®PVC SCH 40 TEE OR ELL
®PVC SCH 40 MALE ADAPTER
PVC LATERAL PIPE
3.0 -INCH MINIMUM DEPTH OF
3/4 -INCH WASHED GRAVEL
INISH GRADE/TOP OF MULCH
1`012 -UP SPRAY SPRINKLER:
RAIN
EQUAL) BIRD 1804 (OR APPROVED
'vC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
'VC SCH 40 ELL
'VC SCH 40 STREET ELL
'VC SCH 40 TEE OR ELL
'VC LATERAL PIPE
4' POP-UP SPRAY SPRINKLER1--1.03
SCALE: NONE
IRRIGATION LEGEND
ANT MATERIAL
ISH GRADE/TOP OF MULCH
P -UP SPRAY SPRINKLER:
LAIN BIRD 1806 (OR APPROVED
:QUAL)
SCH 80 NIPPLE
;LENGTH AS REQUIRED)
SCH 40 ELL
SCH 40 STREET ELL
SCH 40 TEE OR ELL
LATERAL PIPE
6' POP-UP SPRAY SPRINKLER
1-1.02
SCALE: NONE NOMMMEENNOM
1-1.04
�wlto] IN, 10
O HYBRID CONTROLLER:
RAIN BIRD ESP SERIES
OUTDOOR WALL MOUNT
(OR APPROVED EQUAL)
2O 1.5 -INCH PVC SCH 40 CONDUIT
AND FITTINGS
3O WIRES TO REMOTE CONTROL
VALVES
® JUNCTION BOX
5O 1 -INCH PVC SCH 40 CONDUIT
TO POWER SUPPLY
Quantity
Symbol
Description
Part Number
Pressure
Flow
Radius
5
n
O
Rain Bird 10 -VAN 90 1804 -PRS
10 -VAN
30
0.75
10
4
Rain Bird 4 -VAN 180 1804 -PRS
4 -VAN
30
0.45
4
3
v~i
Rain Bird 6 -VAN 180 1804 -PRS
6 -VAN
30
0.6
6
1
0
Cr.
Rain Bird 6 -VAN 90 1804 -PRS
6 -VAN
30
0.37
6
9
0
Rain Bird 8H 1804 -PRS
8H
30
0.52
8
1
Rain Bird 8 -VAN 90 1804 -PRS
8 -VAN
30
0.72
8
2
d
Rain Bird 10H 1812 -PRS
10H
30
0.79
10
1
d
Rain Bird 12H 1812 -PRS
12H
30
1.3
12
1
401
Rain Bird 12 -VAN 180 1812 -PRS
12 -VAN
30
1.3
12
2
❑
Rain Bird 15EST 1812 -PRS
15EST
30
0.61
15
2
1Z
Rain Bird 15H 1812 -PRS
15H
30
1.85
15
1
o
Rain Bird 15Q 1812 -PRS
15Q
30
0.92
15
12
®
Rain Bird 15SST 1812 -PRS
15SST
30
1.21
30
2
-w
Rain Bird 18 -VAN 90 1812 -PRS
18 -VAN
30
1.33
18
19
1?'
Rain Bird 6 -VAN 180 1812 -PRS
6 -VAN
30
0.6
6
3
10'
Rain Bird 6 -VAN 270 1812 -PRS
6 -VAN
30
1.1
6
6
4�
Rain Bird 6 -VAN 90 1812 -PRS
6 -VAN
30
0.37
6
7
B
Rain Bird 8H 1812 -PRS
8H
30
0.52
8
1
e
Rain Bird 8Q 1812 -PRS
8Q
30
0.26
8
2
Rain Bird 8 -VAN 180 1812 -PRS
8 -VAN
30
1.19
8
1
Rain Bird 8 -VAN 90 1812 -PRS
8 -VAN
30
0.72
8
4
9
Rain Bird 3500 Series 0.75 5000 -S -PL -PC
0.75
45
0.77
17
9
®
Rain Bird 3500 Series 1.5 5000 -S -PL -PC
1.5
45
1.48
24
3
d
Rain Bird 3500 Series 2 5000 -S -PL -PC
2
45
1.93
27
1
®
1 1/2 inch meter
1
®
Watts 909M1 - 1 1/2"
909M1 - 1 1/2"
7
Rain Bird 150 -PGA Globe
150 -PGA
1
®
Rain Bird ESP-8LX Plus
ESP-8LX Plus
2
Q
Rain Bird 44LRC
44LRC
6
N
Nibco 1 1/2" isolation valve
1Rain
Bird WRS Sensor
WRS Wireless Rain/Freeze
Sensor
671.2 (ft)
- -
Class 200 1 1/2"
925.14 (ft)
- - - - - -
Class 200 1"
499.47 (ft)
- - - - - -
Class 200 3/4"
55.38 (ft)
` ;:
Schedule 40 2"
152.1 (ft)
I �,
Schedule 40 3"
89.38 (ft)
i `?
Schedule 40 4"
0 10 20 30 40
SCALE: 1"=20'
N N 'v 1 0
ZONNQ BITE SUMMA.
13 FEB 2006
13 FEB 2006
HE43HCW44RAW81 N"AL
W JUL 2005
131= WARi111111W agWffAL
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Luminaire Schedule
Pro jectl All Projects
Symbol
Qty
Label
Arrangement
Lumens
LLE
Description
8,87
18.9
2,0
4.44
9.45
3
A
D180
110000
0.750
BE -202 -CLS -5 26' POLE 2' BASE
Based on the information provided. all dimensions and luminaire locations
shown represent recommended positions. The engineer and/or architect must
determine applicability of the layout to existing or future field conditions.
This lighting pattern represents illumination levels calculated from laboratory data
taken under controlled conditions utilizing current industry standard lamp ratings in
accordance with Illuminating Engineering Society approved methods. Actual
performance of any manufacturers luminaire may vary due to variation in electrical
voltage. tolerance In lamps and other variable field conditions.
X
Statistical Area Summary
Project: All Projects
Label
Avg
Max
Min
Avg/Min
Max/Min
MAIN LOT SUMMARY
8,87
18.9
2,0
4.44
9.45
3.4 5. 7.7 9.2 10.0 10.0
0 0 0 D a a 0
3.5 5. 8.8 11.0 10.0 10.2 7
3. 5.�8.7 0.9 9,9 10.2 e
D o 7 q D o 0
11.9
1.5
1.7
1.5
'14.3
11
11.3
15.7
18.9
18.
'15.5
1
11,5
15.8
18.4
'17,S
015.4
11
0
2,1
2.5
2.9
2.7
2.
0
0
0
0
0
0
3.9
4,1
4.8
4.6
4.2
3.5
3.0
6.4
6.5
7.6
7.3
6.5
5.9
4, 2.9
1.9
2
8.
10.2
10.2
8,3
8.4
5.6 .2
.7
16
9
6
4
3
2
2
1
1
0.1
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8.3
8.
9.0
8.6
5Q
7.9 5,1
3,1
1
LLLLLJ
7.0
0
8.
0
9.
3
0
8.6
0
7,4
0 0
7.1 5.9
0
4.2
0,1
a .1
7.3
7,
7.7
7.4
8.8 7.0 4,4
0.2
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D01
0
7.2
o
7.
e
6.7
o
6.7
0
7.9
0
7,6
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8.9
D
4.3
a
0.2
o
a r
7.9
9.
9.7
9.8
7.7
7.6 ¢,7
0.3
D 3
8.7
8.
9.5
9.4
9.6
8. a .6
4.0
0.5
0 4
D
8.4
o
8.
0
10.6
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10.7
D
9.6
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9.4
0
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7.0 .9
0
0
4,5
0
0.8
0
0 6
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60
OO
0
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8.3
O
8.5
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6.7 5.9
O
5.4
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4.3
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3.9
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4.3
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3.9
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7,5 7.3
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6.3
0
6.3
0
5
6
5.6
0
3.9
0
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0
2.5
0
1.7
0
1
3.5
4,
5.7
7.4
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7.6
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9.3
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9.2 0.0
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8,
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9.6
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7.7
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2.5
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1.
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3.3
0
5.
0
6.2
0
8.1
0
9.4
0
9.6
0 0
10.6 11.9
0
12,4
0
13.7
0
13.2
o
11.6
D
10.8
o
9.9
18.
8.1
0
8.9
5.7
0
3.7
0
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6.7
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7,8
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10.1
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9.6
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8.8
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9.6 10.7
0
13,6
0
16.3
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16.7
0'9.
12 .7
0
10.2
0
9.0
0
8 .4
0
8.6
0
6.9
0
4.1
0
2 q
0
9.4
3.4 5. 7.7 9.2 10.0 10.0
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3.5 5. 8.8 11.0 10.0 10.2 7
3. 5.�8.7 0.9 9,9 10.2 e
D o 7 q D o 0
11.9
15,2
16.7
16.1
'14.3
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11.3
15.7
18.9
18.
'15.5
1
11,5
15.8
18.4
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015.4
11
0
00
7.9
0
0
0
9.8
9,3
7.4
4,9
3 C
9.1
e
10.1
9.8
11.1
7.9
4.9
2c
fE
4 10.0
9.4
10.0
7.9
5.1
3
0
0
0
0
0
0
3.0 4. .3 .9 9.1 9.5 9. 11.1 14.2 16.1 16. 13.4 10.8 9.5 9.1 9.6 9.0 6.8 4.3 2
o D o 0 0 0 0 0 o D o 0 0 0 0 0 o e o a
2.5 4. 7.1 8.9 8.9 8.0 8.8 10.0 13.0 15.0 15.3 12.4 10.3 9.5 8.0 9.4 7.6 6.3 3.9 2
0 00 0 0 0 0 o D o 0 0 0 0 0 o D o 0
2.1 3. 4.8 6.6 8
7.9 .5 9.6 10.7 10.5 11.8 11.5 10.4 10.4 9.5 8.0 7.1 3.0 1,
0 0 0 0 D o 0 0 0 0
1.6 o 3.4 4.7 5. 53 '24.2
78,
o '21.3
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0 0 0 0 0 o a o e o 0 0 0 0 0 '1
11.
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0 0 0 0 0 0 0 o 73,
o 0 0'3.
0 0 0 0 1.
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USES RETAIL
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DATE SUBMITTED 02/13/06
ZMA-01-20
PROFFERS
Holly mead Town Center Area C
July 25, 2003
TAX MAP 32, Parcels 41 D, 43A, 44, 45, 46
37.1 Acres
Pursuant to Section 33.3 of the Albemarle County Code (the "Code" I the owners, or their
duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only
1 set forth herein to
the area identified as Regional Service Area
be applied, except as specifically gi
C on the Application Plan, (defined below) comprising all or some of the above referenced tax
map parcels (the "Property").
These conditions are proffered as part of the requested zoning and it is agreed that: 1) the
rezoning itself gives rise to the need for the conditions; and 2 ) such conditions have a reasonable
relation to the rezoning request
1. Development
shall be in general accord
with the Application Plan entitled Rezoning
Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2,
only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7,
1
development and central features and m or
2003 ("Application lication PlanII)
.The standards of
aJ
PP
elements within the Property m
essential to the design o
the development shall be in general
s Narrative, and the Code of
with the Block Exhibit the Code of Developmentarab
accord wl t,,
Developments tables and
appendices set forth in the attached Application Bookletentitled
aPPe
Pm
"Hollymead Town Center, Application Bookie ZM
A 01 20 Area C)."
The Owners have
resent as of their rezoning application, a number of conceptual plans and illustrations
P P� g aPP P
for various purposes, �but principally to Provide justification for the rezoning actions they are
seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted
as part of Applicant's rezoning application, other than the Application Plan as defined above,
shall be deemed illustrative only, and such plans and illustrations shall not be deemed
e ' to reconfigure the internal block improvements,
proffers. The Owners reserve the rightp ts,
d•n n and drive aisles and chive -through window features and as
consisting of buildings, g gs, P� g g
Pan in order to: i comply with conditions imposed Special Use
shown on the Application 1
) P Y Po by Pce
Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary
storm water management and BMP's as necessary.
2. The Owners ofArea C, as shown on the Application Plan (the "Owner") shall cause
completion of the following road improvements that shall be roads constructed to VDOT
standards and either be accepted by VDOT or,be bonded for VDOTs acceptance as follow.
A. Construction of Timberwood Boulevard, as depicted on the Application Plan and
further described as follows: i) from the intersection at US Route 29 to a new terminus
m
within Hollymead Town Center that is shown at the extension of the
ZMA-01-020 Attachment E
Hollymead Town Ccntc'Area C
VDOT future road improvement project of Airport Road, this will provide the
connection to Airport Road from Route 29 as previously proffered as part of ZMA-
94-08. The constructed improvements shall include two Eastbound lanes in
conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the
first dual lane roundabout at access road B and Westbound lanes of dual left lanes,
one thru lane and one continuous right tum lane from the roundabout at access road
B to the intersection with Route 29, from the roundabout at access road B a two lane
section shall be constructed to the VDOT extension, with additional turn lanes at
intersections located in Area C pursuant to road plans approved by the Virginia
Department of Transportation ("VDOT") and the County as part of the Area C site
plan.
B. Construction of dual left turn lanes at the intersection of Route 29 and
Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The
turn lane and taper lengths will be determined with final road plans to be reviewed
and approved by VDOT.
C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction
at the Forest Lakes Subdivision entrance location, as scheduled in coordination with
VDOT. All turn movements shall be signaled at the intersection of Route 29 and
Timberwood Boulevard, as approved by VDOT- The existing intersection exiting
Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous
right turn lane and add a through lane according to the final design in the previous
paragraph.
D. The Owner proffers to dedicate land and construct a third through lane on Route 29
(consisting of lane width, shoulder and drainage improvements) southbound from the
entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The
Owner also shall dedicate land or cause to be dedicated and construct" i) a continuous
through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting
of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area
B is not rezoned and their proffers accepted), and iii) a continuous right turn lane
starting at the right -in at the Northern boundary of TM 32 Parcel 4 1 A to the right -in at
the Southern entrance of Area C.
E. Constriction of one additional continuous right turn Northbound lane starting 1090
feet south of Timberwood Boulevard at the location of the beginning of the tum and
taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard.
F. Access Road C, between Area A and its intersection with Timberwood will be built
or bonded before the issuance of the first certificate of occupancy within Area B. If
bonded, the road will be constructed for acceptance by VDOT within one year of the
first certificate of occupancy.
LIMM
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ZUA-01-020 Attachment E
Hollymead Town Center Area C
The road improvements meets listed in proffer 2 A, 213, 2C, 2D, 2E and 2F above shall be
constructed, in accordance with road plans submitted by the Owner and approved by
VDOT. All of the foregoing improvements shall be i) constructed to VDOT design
standards pursuant to detailed plans agreed to between the Applicant and VDOT, and
ii) accepted eby
VDOT for public use or bonded for
VDOT1 P�
s acceptance as a
condition for issuance of any certificate of occupancy for Area C improvements
(except as otherwise provided in proffer 2F). The width, length, location, (inside
median or outside existingpavement), ement e of section e.. urban vs. Waal
and
Pa ) type ,
(g )
geometries of all laneP
improvements shall be
asaired b VDOT design standards
�l Y
and detailed plans submitted by the Owner and approved by VDOT.
3. All road improvements eets listed in proffer 2 above shall be substantially completed prior to the
issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the
road proffers described scnbed in roller 2 above bo e shall be satisfied '
rf the Owner has submitted Pro p fled plans
for all such road improvements for review by VDOT, and although such improvements are
not fully completed by
the issuance of a Certificate of Occupancy cY
for Area C sufficient bond
has been supplied lied to satisfy all costs to improvements P
complete such rov
ements in accordance with
plans approved by VDOT. Substantially complete for the purposes of these proffers shall
mean approved sub -base gravel, curb and gutter, intermediate surface and necessary stone
water management improvements
and satisfacto completion letion of roadimprovements
rove
meets
rY P P
required for public
safety, and signalization• but
shall not include final activated ated signals which
are subject to testing and synchronization according to VDOT inspection. All proffers to
make road improvements contained in proffer 2 of these proffers are conditioned upon
VDOTs approval of an entrance Permit at the Timberwood od Boulevard intersection with
Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for
such road improvements within 30 days of the rezoning and shall diligently pursue such
approvals from VDOT.
4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT
for the purposes of funding a regional transportation study for the Route 29 Corridor. The
$10,000.00 contribution shall be made within 30 days after requested by the County after the
first final site plan or subdivision plat is approved in Area C and, if not expended for such
purposes within three years from the date the funds were contributed, such funds shall be
refunded to the Owner.
5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the
purpose of funding capital improvements related to the Hollymead Town Center. The
contribution shall be paid as follows: $100,000.00 shall be contributed to the County within
30 days after the first final site plan or subdivision plat containing dwelling units is approved
in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a
certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be
based upon the number of dwelling units approved as part of the first final site plan or
subdivision plat. If five years after the date of approval of the first final site plan or
subdivision plat the total contribution has not been fully paid, the Owner
ZMA-01-020 Attachment E
HollWead Town Center Area. C
shall contribute the unpaid balance within 30 days upon the request of the County. If the
fund is not exhausted within 10 years from the date the last contribution is made, such
unexpended funds shall be refunded to the Owner.
6. Upon the request of the County, for any parcel used for non-residential purposes in the
portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall
petition for and consent to a Community Development Authority ("CD A') established
pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the
purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging,
extending or maintaining Route 29 and roads and other improvements associated therewith,
which shall include, but may not be limited to improvements to Route 29 from the South
Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the
Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive.
Submitted as of the 25"' day of July 2003, by: Post Office Land Trust
By: -
Charles W. Hurt, Trustee Shirley L. Fis r, Trustee
D BY., PROD& T: REVISION NUMBER:
DMJ HOLLYMEAD TOWN CENTER 0
WNW W. AREA C, BLOCK 9
JLC FINAL SITE PLAN DRAWING NUMBER:
T1TM*
IW NWB W. PROFFERS AND APPLICATION PLAN C-3
DMJ
WWA NUMBED Ri.E NAME• DISCIPUNE* SC4M SHEET NUMBER:
204225.03 422503C-3.dwg CIVIL V NIA
10115 13 OF 13
Drawing Path: R:\Drawing\26\12656\326\Xref—Raster\PROFERS.dwg