SW4230101_Plansheet - C2.0 Site Plan_20230526

CAL VIN L. STOKES / i '`,��'`, / / / rr ,� SITE LAYOUT NOTES
SHELIA D. STOKES ,��p�unnnrrr„r
PIN: 111675 / / '\ / / ,` / I 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE •••.•` �`A
/ / l rr COUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS. .•`• """
DB 2452 PG 768 / / / r /� l �• Q� �.' g Si••"
PC 67PG 80 2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, r O
BUILDING WALL FACE OR PROPERTY LINE, UNLESS OTHERWISE far
� r ! NOTED. 's 78z
3. ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, _
/CO - \ \ y ON Q r J / RADII DIMENSION IS 5'. �y .�
N M + 0 ° q Q / Q' / 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND '•,,- 4. •.•
00000000 G/ !` GRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY ,,� W ���•
M i� / EX. SCHOOL i ; \ o 0 0 �-' / r r�uon�%`�
\ o 0 0 0 0 DISCREPANCIES PRIOR TO COMMENCING ANY RELATED
/ BUILDING ;' �' \ \ \ , EX. SCHOOL �0 °o°o°o°o°o° ♦ / CONSTRUCTION.
/ 1 STORY \ o 0 0 0
` I J BUILDING V °0°o 00000000 ♦ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL
J 000 0 00000 0
I / BRICKBUILDING \ 1 STORY Q- oo 0000000000000000 OF ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
O O O O O O O O O O
\ \ BRICKBUILDING °0°0°0 0°0° °0°0°0°0°0 FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES
o °0°0° A 00000000000 E
O O O O - O O O O O O AND/OR WASTE AREAS. o
\ CJ o 0000000000000000000 6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING o
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°o°o °o°o°o 0 0°0° ° / CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE i, o
o 0 0 o 0 0 0
OWNER.
o 0 0 0 0 0 0 0 0 E
j \ 0°0000000000-0 °0000 °000 7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE
= z
V o 0 0 0 0 0 0 0 0 0 \
/ 0°0°0 Oo0o0o0000u 0000 ` CONTRACTOR SHALL NOTIFY"NORTH CAROLINA ONE CALL" (811) OR a, 3
0 0 0 0 0 0 0 0 0 0 0 0 / 3
O °O°O°O°O°O°O°O°O°O 0 \ (1-800-632-4949)TO HAVE EXISTING UTILITIES LOCATED. ALL PRIVATE Q
O O O O O O O O O O Lu U N Lu
0 0 0 0 0 0 0 0 UTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY
15 0 0 0 0 0 0 0 0 � m
k / 0°0 0000°0 0° °0°0 0 ° EX. BALL FIELDS LOCATE COMPANY EMPLOYED BY THE CONTRACTOR. a � o? z
639.97' O o°o°o o°o° o °o°o o° ® w
/ FFE 644.18 / o 0 0 0 0 0 0 8. ALL CURB AND GUTTER OFFSITE SHALL BE 30 WIDE UNLESS NOTED a U.
o M O
/ - o 0 0 0 0 0 0 0 0 / � •� a
0 0 0 0 0 0 0 0 0 0 o a =
o 0 0 0 0 0 0 0 o OTHERWISE. a�
FFE / o 0 0 0 0 0 0 0 0 0 o cD � °�' CL
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 STORY 9. ALL DISTURBED CURB &GUTTER AND ASPHALT SHALL BE REPLACED z ur 3 rn �
O O O O O O O O O O 0 J Cn U
o°o°o°o°o°o° ° 8 BRICK PER PROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS. a x �
i o 0 0 0 0 0 06060 0 Q W �U_ w
i o°o °0°0°0°0°000°0 ° BUILDING 10. RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SO af 0
EX. STAIRS O C'' o 0 0 0 0 0 0 0 0 0 0 / o
o 0 0 0 0 0 0 0 0 0 THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF cn n z
/ F F rQ r °o °o°o°o°o°o°o°o°o °o° � m
3 / F � PROVIDE TURN ♦ 00000 0000000o000 0000 / THE NEW ASPHALT. _ E `
�A , � ♦ 0 0000000000000000 000 0
C5.0 DOWN GUY WIRE iQy r o 0 0 0 0 0 0 0 0 0 �� / 11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER F_ ko
/ ♦ EX. RAMP 1 a i o 0 0 0 0 0 0 0 0 0Lu
0 0 0 0 0 0 0 0 0 0 (� AND OWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITE
1-FT 4 C5.0 0000000000000000 00o J j �
2 r Q o 0 0 0 0 0 0 0 �- OPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATED L rn
�� EX 642.45' 0°0°0 °o°0°0°0°0°0 o Gj� WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION. Lu
C5.1 6 FLAGPOLE o 0 0 0 0 0 0 0 0 0
r �/ FFE °0°0°0°0°0°0°0°0° ° o 12. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND ~
k 3 a C5.0 QJ i O o000000000000o GO
` o 0 0 0 0 0 0 �EX. SIDEWALK EXISTING ASPHALT SURFACES.
/ C5.0 / OH. p r OOOOOOOOOOO o l� o
°� EX ♦ 0 O o O o O o O o 0 & BLEACHERS 13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0/o) SLOPE FOR
DC5.0 �' COVERED ♦ OOoo4,o000 �� THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%)
D WALKWAY EX. SCHOOL o 0 0 0 / SLOPE FOR THE WIDTH OF THE SIDEWALK. NOTIFY ENGINEER IF THIS o
V 00000°o v CANNOT BE ACHIEVED. _
D , �� m - BUILDING o0000000
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. . . . . . . . . . 24. . - EX. 4 1 STORY °0°0°0°° KEY NOTES 0
. . . . . . . . . SEAT C5.0 BRICKBUILDING o 0 0 0 0 0 0 0
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3 /� C5. . . . . m . e` 00000000 SCHOOL SYSTEM 2 HEAVY DUTY ASPHALT PAVEMENT Q
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C5.0 / Q m. .. . . . . . . . . . . , , G' 0 o O o O o 0 0 0 1/� / GPIN:8852575039 C5.0 z
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EX. �(� i M CM 0 00000 I DB60PG204 3 24" CONCRETE CURB & GUTTER >
/ . . ° 7 CP A 0° ! C5.0
TREE 0 0 / ? 0 023
5/23/2
LINE / ' o . . . . . . . . .h. . 5' C5.0 00000000o I ;� 4 ACCESSIBLE RAMP WITH HANDRAILS O DRAWN BY
14 . . . . . . . . . . . . 1 � � o 0 0 0 0
R15' . . . . . . . . . . . . . . . . . . . .��.. . . . . . . . . . O . . EX o0o0oOOO / C5.0 LMB
o . . . a . . . . . . . . . . . . . . . . . Q. . . . . . . . . . . . . . . . C5.0 4' CM 3 O o 0 0 ,
O 3 GAZEBO o°o°o°o°o I ; 5
.. . . . .� . . . . . . . .. 24 C5.0 R=32.00' C5.0 o° g °00 ! CURB ENDING TAPER
' - DESIGNED BY
2 L=55.93' 2 C .. 0- - 0 ( I / C5.0 •
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C 10 . . . . . . . . - C5.0 5 3 3 C5.0 G �/ 5 0 0°0° I (� / C5.0 INLINE ADA HANDICAP RAMP • GWF
. C5.0 C5.1 24' . . - CS.O 0 I • CHECKED BY
��.. . 5-FT . .4 ♦� 1 7 REINSTALL SALVAGED BRICK IN EXISTING
.
EX. BALL FIELDS • GWF
Z. . . . . . . . . . . . . . . . . . . . . . . . 10. . . . . . . . .. . . . . . . . . C5.1 . . . . . 3 �83° R50' � 1 C5.0 PATTERN
. . . . a . . . . . . . . . . . . . . . . . 0 . . . . . . C5.0 53b2 . .. . . . II I 1 I 1 • SCALE
/ R5'..... . . . . . . . . . 35 . 163 . . . . �.`. . . . 2. . I 1 I DOUBLE ARM PIPE GATE
♦ . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . 7p,. . . . . . . . . II C5.1 • AS SHOWN
EX. Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 ,, . . . �. . . . . . . . . C5.0 - I
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GRAVEL 0. . . . . . . . . . . . . . . . - I 2 •
�. . . . . . . . . 2 . . . . � . . . . . . . . . . . . .
6 a . . . . 6-FT 4 �. . . . . . . . . . . . I I ``,✓ C5.1 CONCRETE WHEEL STOP
LOT . . . . . . . . . . . . . . . . . . . . . . . 11 � . . . . . . . . .. . . 2 . . . . . . . . . . . �. . . . . . . . . . �I \
C5.0 .. Q . . . C5.1 . . . . . . .
x . . . . . 12 . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . 0 . . . . . . . . . C5.0 . .
a 3 ` I I \yq�ti C5.1 INGROUND MOUNTED MAILBOX •
EDG C5.0 . . . . . .. . . . . . .� . .
-OFgsPtigC . . C5.0 5 3 �. .
l TSOFCO�STRU��- _�� . . 1 . .. EX. LAWN C5.0 35'. . . . . .�. R=32.00' I I F C5.1 CONCRETE FLUME
ON 6° . . . . 5 R5' . . . . . . . . . . 3 . . . . . . L=72.17' I o
C5.0 I
X C5.0 C5.0 5 I. I A
k 3 C5.0 I I _ TWO (2) COATS OF SAND SEALCOAT o0000OU0
EX. C5.0 . . . I I \
GATE R R20' l I EX. TRASH B 1.5" MILL & LAP JOINTS WHERE PROPOSED ASPHALT MEETS O
MGt, I 021'o RECEPTACLES \�\ - EXISTING (MINIMUM 18"WIDTH; SEE PLAN FOR WIDTH)
o°o 0 0 /. . . . . \ PROVIDE CABC STONE FOR SMOOTH >
000000 / EX. LAWN C TRANSITION FROM HEAVY DUTY ASPHALT TO Ocn
D B IlU o o � . . . . . . . 1 EX. O
0°0 0°o p . . . . . . . . . . . . . . . . . . . . . SIGN EXISTING GRAVEL 3
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l a l CRIB ' °0 0°0 24' \` D PROVIDE FLUSH TRANSITION BETWEEN EXISTING o
_ AND PROPOSED PAVEMENT Ln
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I 1= °0°0°0 . . . . . . . 1 RELOCATED GROUND \ a
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DC SIGN. PROVIDE LIKE F GLACIER JAX 1-3 INCH STONE AT 6-INCH DEPTH
Q o°o 0°0 / S33°055P�� C5.1 FOOTING AS EXISTING } _ OVER NON-WOVEN GEOTEXTILE FABRIC. (�
EX. PLAYGROUND I o 0 8� . . . . . . . QN . . . . . . . . . . . / u�
CR V o° 0 0 0 24'. . . 35' 1�9. . . . . . . OF P' �` �-1- G �
G' III 00 00 GE �.�.�. - \ eq \ ;' - RELOCATED DECORATIVE ROCK O fV
o 0 0 0 o R=32.00' EO �.�. \` TT�ti \ z N
a d 0°°°0° CR = L=71.00' 2 . . R=32.00' x cc' W z
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k 000 000 V ` L=50.27'
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o° °0 C? . . . . . . . \k LU (D z
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EX. I= / o°o 0 0 o CR = EX. LAWN 22. 35, �� O U J `-
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E CONCRETE ►�/ o°O o° 3g�5 . . . . . . . . . . . . . . . . �.p o
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X 4 F/C,Hq N/ CR o° A 0 C5.0 L=68.69' a o
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N _X 10 0 0 0 0 JCR S3 PSPNP 'Sgiti 'QqC, \ \
0 0 0 1 35
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a EX EX 000 00 1 G��F PS " R=50.00' C5.0 cam \\` ------- z = 3
LANDSCAPE L=60.70' z N
c OHP oHP WALL STOP 000 000 CR . . EO EX. SCHOOL . . . . . ___ 0
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89.72 FT
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