NCC214247_MODIFICATION Supporting Doc LOT ADDED_20211005

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5
DETAIL ®
RFFFRFN(:F
PLAN KEY NOTES
Al 1O
C5301
MAINTAIN TEMPORARY SILT FENCE (TYP.)
A3
MAINTAIN TEMPORARY SILT FENCE
C5301O
STONE OUTLET (TYP.)
C1
O
MAINTAIN/INSTALL CHAIN -LINK
C5301
TREE PROTECTION FENCE (TYP.)
A5
MAINTAIN SILT BAG - DEWATERING
C5301 O
DEVICE (TYP.)
B3
MAINTAIN STANDARD SILT SACK - INLET
C5301O
SEDIMENT CONTROL DEVICE (TYP.)
B5
O
MAINTAIN EROSION CONTROL
C5301
MATTING (TYP.)
A4
O
TEMPORARY CONSTRUCTION
ENTRANCE (TYP.)
7C5301
D3
TEMPORARY CONSTRUCTION
C5301 O
SIGN RAIN GAUGE LOCATION
/
C4 gO
C5301
CONCRETE WASHOUT (TYP.)
B4
10
MAINTAIN/INSTALL CHAIN -LINK
C5301
FENCE (TYP.)
4 3 2 1
GROUND STABILIZATION REQUIREMENTS SEEDING SCHEDULE EROSION CONTROL NOTES PHASE 2 CONSTRUCTION MANAGEMENT NOTES
(PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCGO10000) SEEDBED PREPARATION 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ORANGE COUNTY AND THE TOWN OF CHAPEL HILL 1. CONSTRUCTION SHALL COMPLY WITH THE CHAPEL HILL NOISE ORDINANCE,
A2
11 TIRE WASH (TYP.)
SITE AREA
STABILIZATION
STABILIZATION TIME
1.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
STANDARDS AND SPECIFICATIONS.
ARTICLE 3, SECTION 11-40.
5302
ADVERSE SOIL CONDITIONS, IF APPLICABLE.
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
2.
CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949). LOCATE ALL EXISTING UTILITIES
2.
CONSTRUCTION HOURS SHALL BE FROM 7:00 AM - 7:00 PM ON WEEKDAYS
2.
RIP THE ENTIRE AREA TO 6 INCHES DEEP.
PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING
AND 8:00 AM - 7:00 PM ON WEEKENDS. THERE SHALL BE NO
C3
MAINTAIN TEMPORARY INLET
12
•• PERIMETER DIKES, SWALES,
7
NONE
UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES ON FEDERAL HOLIDAYS.
5301
PROTECTION (TYP.)
DITCHES, AND SLOPES
3.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
. CONSTRUCTION
SURFACE REASONABLY SMOOTH AND UNIFORM.
3.
ALL CONSTRUCTION EQUIPMENT SHALL BE OPERATED IN ACCORDANCE WITH
3.
THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF UTILITIES UNLESS
THE MANUFACTURER'S SPECIFICATIONS, AND WITH ALL STANDARD
B2
i302
13 DIVERSION DITCH #1
•• HIGH QUALITY WATER (HQW)
7
NONE
4.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL COORDINATE THE ACTUAL LOCATION OF UTILITIES TO
EQUIPMENT, AND WITH MANUFACTURER'S MUFFLERS AND NOISE -REDUCING
ZONES
AND MIX WITH SOIL (SEE BELOW*).
AVOID CONFLICTS AND MEET MINIMUM SIZE, SLOPE, AND CODE REQUIREMENTS.
EQUIPMENT IN USE, AND IN PROPER OPERATING CONDITION.
B2
4.
TOTAL DISTURBED AREA: 2.13 AC. THIS INCLUDES ALL DISTURBANCE REQUIRED FOR FULL SITE CONSTRUCTION.
4.
NO BLASTING OR BURNING ARE PERMITTED ON SITE.
14 DIVERSION DITCH #2
SLOPES STEEPER THAN 3:1
7
IF SLOPES ARE 10' OR LESS IN
5.
CONTINUE TILLAGE UNTIL WELL PULVERIZED, FIRM, REASONABLY UNIFORM
PHASE 1 DISTURBED AREA = 1.68 AC. AND PHASE 2 ADDITIONAL DISTURBED AREA = 0.45 AC.
5302
LENGTH AND ARE NOT STEEPER
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
5.
A WATER TRUCK SHALL BE USED TO MINIMIZE DUST.
Q4
THAN 2:1, 14 DAYS ARE
5.
NO BURNING IS PERMITTED.
B3
15 SILT FENCE J-HOOK
ALLOWED
6.
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULT) SEE AFTER SEEDING.
6.
CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT AND
i302
(TYP.)
6.
ALL EROSION CONTROL DEVICES, INCLUDING INLET PROTECTION, SHALL BE MAINTAINED AS NEEDED, AT LEAST
REMOVE THE DEPOSIT OF SILT ON ADJACENT PAVED ROADWAYS.
•• SLOPES 3:1 OR FLATTER
14
7 DAYS FOR SLOPES GREATER
7,
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
ONCE A WEEK AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT TO ENSURE DEVICES ARE FUNCTIONING
THAN 50 FEET IN LENGTH
PROPERLY.
7.
CONSTRUCTION WORKERS SHALL PARK WITHIN THE SITE - NO PARKING ON
PUBLIC STREETS.
8.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
7.
CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL DEVICES DAILY, MAKE ANY NECESSARY
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. iF STAND
REPAIRS OR ADJUSTMENTS TO THE DEVICES, AND MAINTAIN INSPECTION LOGS DOCUMENTING THE DAILY
8.
CONSTRUCTION VEHICLES TO ACCESS THE SITE FROM ACCESS DRIVEWAY
•• ALL OTHER AREAS WITH
14
NONE
SLOPES FLATTER THAN 4:1
SHOULD BE OVER 60H DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME,
INSPECTIONS AND ANY NECESSARY REPAIRS.
OFF ROSEMARY STREET. D
(EXCEPT FOR PERIMETERS
FERTILIZER AND SEEDING RATES.
AND HQW ZONES)
8.
CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT AND REMOVE THE DEPOSIT OF SILT ON
9.
EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED FROM ACCESS
* APPLY' AGRICULTURAL LIMESTONE - 2 TONS/A(' (3 TOII IN CLAY SOILS)
ADJACENT PAVED ROADWAYS
W I wv3
I SMH cf) o NORTH ST
' OSSIBLE BURIEDLL 45' PUBLIC SS SS SS
- / -
RIM:447.6' G)Q JUNCTION BOX R/W 5���
(N)INV IN:441.5' w �S SS -SKS (1 61, PG 182)
(S)INV IN: 441.5' S
--(E)INV OUT:441.4' H -
H OH CQH H,L4 0H �€ OH � 0 0
© I BRICK
cn
I T - - -4
POSSIBLE BURIED
JUNCTION BOX %C I /� \
r"v r a \I C. I S T9C1 S
4 1
0 T4 3, I r � 100
432' I N E r 4a33; \\ 14
�E 4432,
RiA, 2 G 450
INV sg8 r
/ OrN.
UT4SS
7��_
PAGE BUILDING PARTNERSHIP LLC 4
PIDB 5761,4 , PG 278/
71-
T19` I L/ -
PUMP -SEE CONSTRUCTION
NOTE #11 AND "SILT BAG
DEWATERING DEVICE" DETAIL
J
17C? ON SHEET C5301 FOR
C / -��7� DEWATERING SEQUENCE.
cn
cn
/ - - - -
\ /
BELL FAMILY PROPERTIES LLC 460
\ / / PINB#-9788=_'7-287-- 3 -
150, PG 204
EXI TING YZ" PIPE \ / / 9\
O--�/
­1� L C /4 ASPHALT
III I-cn�►-�� o / /
cn All
CONCR ITE
Z
� / 46
0HU
cn i
__- -4I
DMH
RM: 467.0'
INVIN: 463.9'
INV OUT:463.8cn
b9
_ I CENTURA BANK
PIN# 9788-37-279L- /
OH 1/ �079-PC 71 - cn -
I
BRICK RETAI ING W LL I
1.6 EST OF R
- Z TOP OF ALL: 481.6'
g -
sMH C O O O O
RIM: 474.4' Z
INV OU T: 468.4' O
I n 0
RESERVED
co
ASPHALT �� -
FIRE LAN O
All
/ BRICK RETAINING WALL
1.1' WEST OF R I
TOP OF WALL:481.7'
/ I ' TRANSFORMER
1.2' DIAMETER ELECTRICAL BOX
oil
AT&T TELEPHONE PEDESTAL
FERTILIZER - 1,000
LBS/ACRE - 10-10-10 SUPERPHOSPHATE - 500
DRIVEWAY OF ROSEMARY STEET.
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
LBS/ACRE - 20% ANALYSIS MULCH - 2 TONS/ACRE
- SMALL GRAIN STRAW
9.
SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN
10.
NO MATERIAL SHALL BE STOCKPILED OR STORED ON OWASA WATER OR
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
ANCHOR - ASPHALT
EMULSION ® 300 GALS/ACRE
THE BOUNDARIES OF DISTURBANCE. ALL DISTURBED AREAS SHALL BE NON EROSIVE AND STABLE AS
SEWER EASEMENTS.
IMPRACTICABLE" (SECTION ILB (2)(1
DESCRIBED IN THE GROUND STABILIZATION REQUIREMENTS TABLE (THIS SHEET).
SHOULDERS,
SIDE DITCHES. SLOPES (MAX,
3:1)
PHASE 2 CONSTRUCTION SEQUENCE
11
USETO
REASONABLER TS
RLIGHOTRFROMLCO
STRUOCTION-RELATED ACTIVITIES DO SIALLY
THAT NOT SPILLURE
OVER ONTO ADJACENT PARCELS.
TYPE
PLANTING RATE
1.
MAINTAIN ALL PHASE 1 EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION PER
AUG 1 - NOV 1
TALL FESCUE
120 LBS/ACRE
DETAILS AND NOTES ON SHEET C5301.
12.
STAGING, PARKING, AND ANY OTHER CONSTRUCTION -RELATED ACTIVITIES
NOV 1 MAR 1
TALL FESCUE
120 LBS/ACRE
ARE PROHIBITED WITH THE RIGHT-OF-WAY WITHOUT EXPLICIT APPROVAL BY
-
2.
PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE,
THE TOWN OF CHAPEL HILL AND THE NORTH CAROLINA DEPARTMENT OF
& ABRUZZI RYE
25 LBS/ACRE
AND S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS
TRANSPORTATION.
MAR 1 - APR 15
TALL FESCUE
120 LBS/ACRE
RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF
PROJECT.
13.
DURING CONSTRUCTION, FIREFIGHTING VEHICLE ACCESS SHALL BE PROVIDED.
APR 15 - JUN 30
HULLED COMMON BERMUDAGRASS
12 LBS/ACRE
TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET
JUL 1 - AUG 15
TALL FESCUE ARQ
60 LBS/ACRE
3.
RELOCATE TEMPORARY CONSTRUCTION ENTRANCE. CHAIN LINK FENCE GATE, TEMPORARY CONSTRUCTION SIGN,
INTERSECTION WHEN CONSTRUCTION ALLOWS THE PASSAGE OF VEHICLES.
-
CONCRETE WASHOUT AND TIRE WASH AREA.
SIGNS SHALL BE OF AN APPROVED SIZE, WEATHER RESISTANT AND
-
***BROWNTOWN MILLET
35 LBS/ACRE
MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS.
NORTH ST
R/W
***OR SORGHUM-SUDAN HYBRIDS
30 LBS/ACRE
C4.NSTAL:CONS:TRUCT:IONEN:TRANCE
OFF OF NORTH STREET. INSTALL TREE PROTECTION FENCE, SILT FENCE,47.5'
FEENCE STONE OUTLETS AND CHAIN -LINK SECURITY FENCE ALONG ROSEMARY DECK
14.
WHEN FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE
PUBLIC
QILT
61, PG 182) ce
eoc:441.7'
SLOPES (3 1 TO 2 1)
OAD
PROTECTION ARE REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE
INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF
� m
V7
m
co
co
m
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n
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n
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6( ,a 178(8S�\ ,47
J, PG \ . 172,
J PG 182 'L T 11
_IT.
A
MAR 1 -JUN 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
5.
ANY WASTE OR EXCESS SOIL WILL BE TRUCKED AND HAULED OFF -SITE TO BE PROPERLY DISPOSED OF.
CONSTRUCTION, EXCEPT WHEN APPROVED ALTERNATE MEANS OF FIRE
PROTECTION ARE PROVIDED.
6.
THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL
_
&
MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE
15.
DURING DEMOLITION AND/OR CONSTRUCTION, ALL ASPECTS OF CHAPTER 14
445-
(MAR 1 - APR 15)
AM TALL FESCUE
60 LBS/ACRE
(HTTP: //DEO.NC.GOV/ABOUT/DIVISIONS /ENERGY -MINERAL -LAND -RESOURCES/
OF THE NC FIRE PREVENTION SHALL BE FOLLOWED. THE OWNER/DEVELOPER
(MAR 1 - JUN 30)
OR AM WEEPING LOVEGRASS
5 LBS/ACRE
EROSION-SEDIMENT-CONTROL/FORMS). COMPLETE INSPECTION FORMS SHALL BE KEPT ON -SITE AND AVAILABLE
SHALL DESIGNATE ONE PERSON TO BE THE FIRE PREVENTION PROGRAM
FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.
SUPERINTENDENT WHO SHALL BE RESPONSIBLE FOR ENFORCING CHAPTER
(MAR 1 - JUN 30)
OR ADD HULLED COMMON BERMUDAGRASS
8 LBS/ACRE
14 OF THE NCFPC AND THE ON -SITE FIRE PREVENTION PROGRAM AND
7•
SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST
ENSURE THAT IT IS CARRIED OUT THROUGH COMPLETION OF THE PROJECT.
APR 15 -JUN 30
HULLED COMMON BERMUDAGRASS
12 LBS/ACRE
ONCE EVERY SEEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT GREATER THAN 1INCH.
6 jl ��
V
JUN 1 - SEP 1
TALL FESCUE All
60 LBS/ACRE
ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC
16.
WATER SUPPLY FOR FIRE PROTECTION: WHEN REQUIRED. AN APPROVED
RDMH M:442.7' /
48"Wx27"H STONE CULVERT /
*** BROWNTOWN MILLET
35 LBS/ACRE
MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE
SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT,
SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES
16
***OR SORGHUM-SUDAN HYBRIDS
30 LBS/ACRE
ON THE SITE. NCFC 1412.1.
\
/
8.
SEED ALL AREAS DISTURBED BY INSTALLATION OF ABOVE MEASURES IN ACCORDANCE WITH THE GROUND
\
SEP 1 - MAR 1
SERICEA LESPEDEZA (UNHULLED - SCARIFIED)
70 LBS/ACRE
STABILIZATION REQUIREMENTS TABLE LOCATED ON THIS SHEET. CALL NCDEQ DIVISION OF LAND QUALITY
17.
IF THE LAYDOWN AREA IS NO LONGER BEING USED AS A STAGING AREA AT
\
AND TALL FESCUE
50 LBS/ACRE
RALEIGH REGIONAL OFFICE FOR INSPECTION AT [phone].
THE TIME OF CO, THEN ALL DISTURBED AREAS ARE TO BE SEEDED AND
STABILIZED.
\
\
(NOV 1 - MAR 1)
AM ABRUZZI RYE
25 LBS/ACRE
9,
UPON APPROVAL FROM NCDEQ DIVISION OF LAND QUALITY RALEIGH REGIONAL OFFICE & THE TOWN OF
\ o
CHAPEL HILL, BEGIN EXCAVATION FOR THE PROPOSED PARKING DECK ON THE WESTERN SIDE OF THE SITE
18.
THE CONTRACTOR SHOULD CONTACT JERRY NEVILLE WITH THE TOWN'S
\
I/
AND END ON THE EASTERN SIDE. EXISTING SEWER LINE AND EXISTING STORM LINE WILL BE REMOVED ONCE
THE EXCAVATION PIT REACHES EACH LINE.
TRAFFIC ENGINEERING DIVISION AT 919-969-5096 PRIOR TO ANY ROAD OR
/
SIDEWALK CLOSURE TO OBTAIN THE NECESSARY PERMIT APPROVAL.
\
10.
IN -PLACE SHORING WILL BE USED TO EXCAVATE DOWN TO THE P1 LEVEL. STONE DECK PAD WHEN SUBGRADE
\
/
IS ESTABLISHED.
C
\ \ \I cn�/ / 13. IF THE SITE VROLGEROSION CONTROL DEVICES, REGRADE TO FINAL GRADE AS
NEEDED, AND SEEDANYREMAINING DISTURBED AREAS. DRAWING LEGEND
A5 EROSION CONTROL / / / I \ 14. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. C1301 ENLARGEMENT #1 SYMBOL/ABBREVIATION
\ / X / / 15. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. EXISTING PROPOSED DESCRIPTION
0' WIDE SANITARY
.. .. ON M KIRK, ET AL CIDER 5 LLC SEWER EAS^E^M� �ENT �U1 ZEIA IAU HA hKA IEKNI Y / CAROLYN BAUC
¢\ PIN# 9788-37-4909 PIN# 9788-38-4062 PB 82, p6117B o {[ HOU G CORPORATION PIN# 9788-3 6019
DB 1155, PG 31 DB 6034, PG 471 / - II / - - PROPERTY LINE
PI # 9788-38-5035 DB 2668, PG 576
PB 61, PG 182 [LOT 21 PB 62, PG 75
D B 82, PG 178
I o ��/ RAISED TOP ya / \ - - RIGHT-OF-WAY LINE
ZZ TOP OF CSdIQCRETE:459.5'
STONE �NING WALL SM LID TH KNESS:0.7' / / \ ADJOINER PROPERTY LINE
RIM: 459. ' OF NG:2.4' X 0.45' 1.6' SOUTH OF IZ (A)I V I 0.4'
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- \l(c)I V OUT:4 .2' / -� EASEMENT LINE
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\ -ACE E ENCE FOUN� / - - SD SD STORM DRAIN LINE
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TOP OF WALL�Q53.5'F�l C / SS SS �_.rS SS SS \
SS SANITARY SEWER LINE
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h� J jr PARKING FOR INSPECTORS D ARE eoc:4:464 o BOC:465.3'
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FOR THE DURATION OF THE _E /DMH STORM Box
CONSTRUCTION PROJECT n NV OUT:462.3' rn WATER METERS
I "KNOX" BOX LOCATED ON I BOC:465.4' RIM:465.0' + RIM:465.6'
� + � LOWER LEVEL FFE:457.26'
CONSTRUCTION GATE FOR .NV OUT:47T. CONCRETE 2B FFE:463.18' [A]INV IN: 461.0'
FIRE DEPARTMENT ACCESS. LT MPSTER AREA 30C: 471.5' LOWER LEVEL a [B]INV IN: 460.8'
_ \ 30TTOM:464.2' [-]INV IN:460.2' BOC: :462
� -/�, I [D]INV IN: 460.2' INV IN: 462.4'
\� ^ [E]INV OUT:460.1' INV OUT:461.4'
x DMH
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4 :
ASPHALT RAMP INTO STREET LEVEL INV T.6'
\ \ \ \ LAYDOWN AREA NV OUT:
our62.s'
_ IIDTH SIDEWALK EASEMENT A
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DB 6227, PG 290
\ TOWN 0 LHAPEL HILL \ ' Z m 0RIM: 470.9'
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TOWN OF C APEL HILL DB 1769 PG 442 ' (� o �, INV OUT:465.0'
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DB 1289, PG 442
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PAY HERE
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VARSITY ARCH 11.86
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1 99'
BANK OF
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DB 6603, PG 282
AREA:28,836 SQ. FT. / 0.66 AC.
136 EAST ROSEMARY
c
LAYDOWN/STAGING AREA
0
- SEE CONSTRUCTION
RIM :4 3M3'
MANAGEMENT NOTE #17
INV IN: 466.8'
m
INV OUT:466.7'
n
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DMH
RIM: 473.6'
2' X 3' DI
INV IN(SE): 468.4'
4' X 5' RIM:474.1'
INV IN(NE):468.3'
ELECTRIC INV IN: 472.0'
INV IN(S): 468.2'
TRANSFORMER INV OUT:471.2'
INV OUT:468.1'
SMH
GAS METER RIM: 471.7
SMH
RIM- 472.6' 0
INV IN:469.5'
BOTTOM OF
INV OUT: 466.8'
BOX: 467.1'
Q
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3
I
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WITH ELECTRIC METER /
CONCRETE RETAINING WALL
CROSSING T_
_ TOP OF WALL:466.8'
N
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5
DB 6227, PG 285
BRANCH BANKING AND TRUST CO
SPIKE III LLC
PIN# 9788-38-8082
PALIOURAS ENTERPRISES LLC
PIN# 9788-37-9926
PIN# 9788-37-7911
DB 206, PG 486
I
DB 3644, PG 292
I I DB 2570, PG 520
J CONCR TE RETAINING W ILL
I
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TOP OF W L:468.6'
G
LANDSCAPING
LANDS.Q_APIN� ASPHALT
SM
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BRICK
BRICK ANDSCAPING
BRICK -
IN
INV
IN: 463.
T:462.
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1' X 1' ELECTRIC VAULTS
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-2' X 1' TRAFFIC VAULT
UTILITIES IN THIS AREA SHOWN AS LOCATED
BY KCI ASSOCIATES ON FEBRUARY 24, 2020
'LPAY KIOSKS
SMH
RIM: 478.1'
INV IN(S): 470.7'
INV IN(W):465.2'
INV OUT:465.2'
RALEIGH BOX +FFE:462.14'
BOC: 472.7'
INV IN:469.1'
INV OUT:468.6'
1
E SS • • • •
SMH
RIM: 480.7'
METER
INV IN:464.8'
r1" METER
I
INV OUT:464.7'
SMH
RIM: 47' ^'
INV IN(
SMH
INV IN(
RIM:479.4'
INV IN: 464.8'
INV Ol.
INV OU T: 464.7'
(INACCESSABLE INVERTS
DERIVED
FROM OWASA DATA)
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-470
© STREET LEVEL
© 2' X 1' TRAFFIC VAULT LOWER LEA
ELECTRIC CONTR
THE TOWN OF CHAPEL HILL, NC
(WALLACE PARKING DECK)
DB 1269, PG 442
PIN 9788-37-9717
150 E. ROSEMARY ST.
64,719 SF = +/- 1.486 AC OLD AREA
50.617 SF = +/- 1.162 AC NEW AREA
2
S 64'50'53"
S 64.50'56"
2' X
+FFE: 461.64'
ELECTRIC CONTROL PANEL
RIM: 47
INV IN: 46
INV OUT: 46
UE
UNDERGROUND ELECTRIC LINE
OHU
OVERHEAD ELECTRIC LINE
G
GAS LINE
FO
FIBER OPTIC LINE
LIMITS OF DISTURBANCE
TREE LINE
-460_
MAJOR CONTOUR
-462_ _-462
MINOR CONTOUR
-460
PHASE 1 MAJOR CONTOUR (FOR
REFERENCE ONLY)
462
PHASE 1 MINOR CONTOUR (FOR
REFERENCE ONLY)
-
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CONSTRUCTION ENTRANCE
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EROSION CONTROL & CONSTRUCTION
MANAGEMENT PLAN - PHASE 2
30 0 15 30 60
( GRAPHIC SCALE IN FEET )
1 inch = 30 ft.
REVIEW DRAWING
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COPYRIGHT • 2021
BALLENTINE ASSOCIATES, P.A.
THIS DOCUMENT IS THE PROPERTY
OF
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OWNER INFORMATION
GRUBB PROPERTIES, INC
117 EDINBURGH SOUTH I
SUITE 110
CARY, NC 27511
OWNERS REPRESENTATIVE:
JOE DYE
919 388-5774
FAX [phone]
JIVIAIL idye0grubbpmperties.com
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JOB #: 119016.02
DATE: 16 OCT 20
SCALE: AS NOTED
DRAWN BY: J.B.M.
REVIEWED BY: D.W.S.
BIEET
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