SWA000166_Plansheet C310 - Proposed Site Plan_20221005

3
4
5
K
J
H
G
F
i
E
D
C 1
B
A
W
4
NM
11011
o
o
STANDARD FIRE LANE SIGN
AT TERMINATION POINT
I
FIRE LANE /
NO PARKING
SIGI,
0
FIRE LANE MARKER
SEE DETAIL 1 C3.00 0
STALITE FIRE LANE WITH
TURF. SEE 1/1_390
0
FIRE LANE
' NO PARKING
SIGN - -
FIRE LANE
NO PARKING
SIGN
1 �
t
E
0610 0� E li �ryi 6I❑
(54I0
STORAGk
£
v
2
3
4
7
f8I❑
m
SS
RIM=410.61'
/ IN=398.41'
/ UT=398.31'
• I ti
ti
0
a
0
EXIS ING BIO-RETENT N °O
AREA #2
(TO BE REBUILT AS NOTED / y
IN DETAIL)
/ od
DI-01 /
RIM ELEV = 416.54
INS = 413.60 (DI-03)
INV IN = 407.00 (RD-2)
I I INV IN = 410.00 (CO-04) \
INV OUT = 412.89 s
II
30 LF 15,,
I RCP @
> 2.00% 104 LF 15" RCP @ 0.19%
I I S
65LF8,. @611%
II I INV IN = 406.49 ti
27 LF 4" DUCTILE IRON @ 5.61%
_
r'o INV OUT = 408.00
1
0
I I
�12MG
II CO-04 12MG
RIM ELEV = 415.00
I I INV IN = 412.00 (CO-06)
INV OUT = 412.00
3
I I
I I y
RIM=429.2
IN=411.10'
OUT=410.50'
I I
I I �
5
0
,
s
�o
I o
8" DIP
08I0 \
08I❑
S�
i
II
MULTI -STORY
BRICK
OFFICE
BUILDING
f3
15
S
SS
SS RED REFLECTORS z
2" ABOVE GRADE
Sl
a TURF W
0 W 0
CONCRETE SIDEWALK, TYP.
!6; owal
w� r• r�
10
11
12
13
14
ix18" LONG CONCRETE BLOCK
8" O\ 11� Q
'Ile
FIRE LANE MARKER
1 NTS J
RED MARKERS INSTALLATION INSTRUCTIONS: © 2021 Lord Aeck Sargent
3 TYPES OF ADHESIVE ARE ACCEPTABLE FOR INSTALLING RED LordAeckSargent.com
MARKERS Unless otherwise agreed to
A. WEDCO A-4036 EPDXY in writing,this document is
,r PART A RESIN
the sole property of Lord
`r PART B CATALYST Aeck
eumed Sargent
ent and
is to be
The
B. THERMOSET EP-308 EPDXY RESIN PART'A'
EP-308 EPDXY HARDENER PART'B information herein is
C. BITUMINOUS ADHESIVE confidential and may not be
used nor divulged without
NOTE: LIQUID NAILS TYPE ADHESIVE IS UNACCEPTABLE the written permission of
S Lord Aeck Sargent
REFLECTOR REQUIREMENTS: REVISION:
THE ADHESIVE SHALL BE PLACED UNIFORMLY ON THE -
CLEANED PAVEMENT SURFACE IN AN AMOUNT SUFFICIENT TO
1P RESULT IN COMPLETE COVERAGE OF THE AREA OF CONTACT -
OF THE MARKERS, WITH NO VOID PRESENT AND WITH A SLIGHT
ED O EXCESS AFTER THE MARKERS HAVE BEEN PLACED. THE
MARKERS SHALL BE PLACED IN POSITION AND PRESSURE
APPLIED UNTIL FIRM CONTACT IS MADE WITH THE PAVEMENT.
THE MARKER SHALL BE PROTECTED AGAINST IMPACT UNTIL
THE ADHESIVE HAS SET TO THE DEGREE ACCEPTABLE TO THE
ENGINEER.
SITE NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION
LAYDOWN AREA, PERIMETER FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR
THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND ASSOCIATED GATES AT THE
COMPLETION OF THE PROJECT.
2. THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINT LOCATIONS, AND INLAY
SPECIFICATIONS NEAR BUILDINGS AND IN COURTYARDS. CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS AND
HARDSCAPE PER DETAILS OR AS INDICATED ON LANDSCAPE/HARDSCAPE PLAN SHEETS.
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM TEMPORARY ACCESS ROAD UNLESS OTHERWISE APPROVED
IN WRITING FROM THE OWNER'S REPRESENTATIVE FOR AN ALTERNATE POINT OF ACCESS.
ALL LANDSCAPE AND HARDSCAPE SCOPE 4. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
SCOPE WITHIN DASHED LINES TO BE 5. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB
"ADD -ALTERNATE" (ONE LINE ITEM) UNLESS OTHERWISE NOTED.
DI-03 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE
RIM ELEV = 415.24 OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.
INV IN = 414.00 (CO-05) 7. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.
INV OUT = 413.80 8. ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERN AND SHALL BE
MULTI -STORY COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. REFER TO LAYOUT DRAWINGS. UU
9. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.
BRICK 10. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN
OFFICE 11. CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AT ALL
4'X5' LIQUID BUILDING TIMES PRIOR TO AND DURING CONSTRUCTION.
NITROGEN TANK PAD 12. WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACE OF THE
EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTING PAVEMENT JOINT; 223 S. WEST ST., #1100
MATCH WIDTH OF EXISTING WALKWAY.
13. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20 AND SLOP T 919.3 H NC
IRRIGATION AND _---
ELECTRICAL-- -__
'BE GREATER THAN 1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED T:481N ALL DIRECTIOM�: T 91J.38U.8T50
SLEEVE,
?4 THE SITE SHALL BE FUELY STABILIZED (90% COVERAGE) PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF
TYP., SEE MATERIALS FIRM LICENSE #: C-1051
OCCUPANCY OR PROJECT APPROVAL
Go •) CLANS 15, THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE ASPHALT AND CONTRACTOR CERTIFICATION www.stewartinc.com
o MEMO TO NCDOT FOR ALL ROADWAY IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.
�a
UTILITY NOTES:
INV: 415 CO-05 1. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE -CAST CONCRETE STRUCTURES.
X X X S RIM ELEV = 417.76 2. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND UTILITIES (WATER, SEWER, STORM,
4" DIP PRIVATE , INV OUT = 416.80 ELECTRICAL, GAS, OR OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THE UTILITY CONTRACTOR SHALL
SEWER SERVICE .� INV OUT = 417.00 ALSO BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICES TO WITHIN FIVE (5) FEET OF THE BUILDING
CONNECTION POINT.
3. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS DURING - - --
AREAWAY CONSTRUCTION TO ENSURE SMOOTH TRANSITION BETWEEN DISCIPLINES.
Q 4. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTERRUPTIONS WITH OWNER'S
O REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO BEGINNING WORK.
5. ALL EXISTING SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER
APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS OF EXISTING UTILITIES SHOWN IN PROFILE
�o VIEWS ARE BASED ON STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION,
DEPTH, SIZE AND MATERIAL OF ANY AND ALL SUB -SURFACE CONDITIONS REFERENCED IN THESE PLANS PRIOR TO z
INV: 412.50 ANY EXCAVATION OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S Q
5' FROM O REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
BUILDING 6. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE, WHERE ELEVATIONS ARE NOT
GIVEN AT POINTS OF EXISTING UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR },
AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES ARE EXPOSED, THEIR LOCATIONS AND ELEVATIONS
SHALL ALSO BE REPORTED TO THE ENGINEER.
Q 7. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF PARKING
O AREA, DRIVES, CURB AND GUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS PLAN CANNOT BE (-
INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS (ASPHALT / CONCRETE) CONDUIT SHALL BE INSTALLED FOR THE
"FUTURE" UTILITY INSTALLATION. Q
O 8. AS -BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM LOCAL JURISDICTION OR ENGINEER THE z
O CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC FORMAT (CAD / PDF)
Q PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR SHOWING ALL UTILITY INSTALLATION. HORIZONTAL LU Q o
AND VERTICAL INFORMATION SHALL BE PROVIDED FOR WATER, SEWER, STORM INCLUDING ALL STRUCTURES, u,J z
Uj
VALVES, HYDRANTS, AND OTHER APPURTENANCES. W ~ CD
9. SEPARATION OF SANITARY SEWERS AND STORM SEWERS: _ (n < c�
A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR BOTH U
0 O THE SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OF FERROUS MATERIALS.
SANITARY SEWER NOTES:
Q 1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS. U
2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA. -
3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE. MANHOLES =
\ 0 '-DOMESTIC AND FIRE LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX INCHES ABOVE THE 0-
WATERLINES TO BE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS. �
4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES: 0
CONNECTED INTERNALLY 4" SEWER SERVICE - 2.00% SLOPE
6" SEWER SERVICE - 1.00% SLOPE �-
0 8" SEWER SERVICE - 0.50% SLOPE O LL o
5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES (0
IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET. (a CD N
6. SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITH GREATER J CD U
\` THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW: In Z
4" SEWER SERVICE - SCH 80 a CV rn
0
6" SEWER SERVICE - SCH 80 to N
N of
SEWER SERVICE - SDR-35
7. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER CONTAMINANTS ENTERING THE NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZED BOTH IMMEDIATELY UPSTREAM OF THE NEW 2 z
O []
CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM IN THE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING
AND APPURTENANCES SHALL BE PROTECTED FROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW U L t UU z
CONSTRUCTION CONNECTING TO OR IN THE VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS AND -C t Q j °-° 6
PLUG PRIOR TO OCCUPANCY. p W Q 0
8. ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS. Z 2 Q (n o
KEY PLAN SEAL ISSUE DATE
CARO 07.08.2022 w
ESS/C'•./�L /i JOB. NO. -
�: 11 6-03 >
Uj
0 34 = DWG. NO.
PROJECT TRUE // �♦� R \\ O
SCALE: 1" = 20' NORTH NORTH ///11rrIIII L0j1`\\\� -Z
9 1 10 1 11 1 12 1 13 14 15 LL
11