SW6080804_Grading Plan_20100608

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NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC
INFORMATION PROVIDED BY KESTLER SURVEYING, INC. \
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. \
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR
IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO I
COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXISTING UTILITIES AND I
PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
3. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY, IF BEING UTILIZED. I I
ff
i ' \\ IC-4 1 1/2"
I! I INV=494.31 I y rn j ^1 5/8" 1 1
INV=494.50 C=_I/ , I ( I 1 1/2-�-j
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LONZELL KELLY
TAX #694240801071
DEED BK 194, PG 097
z H RRI AVE SS MH
`ItpVp45105 WV IN94918.86
INV OUT=491.72
EXISTING CONCRETE o Q i I y\ I
j PROP. DI GRA
RIM=497.5 \ ---_
Q J -� I.E.(IN)=495.i6 f p \
LOCATION MAP _ 5 ir
a E .LE (OUT)=495.31�
NOT TO SCALE C9 W I
a1 J I PROP DI GRATE tl
N 0 m I EX. IM=497.92 r r;; \ W. EDINBOROU� / EDGE OF I
3 WV
EXII.E(0 T)=4H AVENUE
95.92 50' Y
�> E PUBLIC
R/W (APPAREN
Q i
DRAINAGE NOTES:
1. REVERSE CURB AND GUTTER TO BE USED IN AREAS NOT
CHANNELING STORM WATER RUNOFF.
2. THE PROPOSED CONTOURS WITHIN PAVED AREAS ARE
GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR IS
RESPONSIBLE FOR GRADING UNIFORMLY BETWEEN SPOT ELEVATIONS.
3. CONTRACTOR TO GRADE ALL AREAS WITHIN PROJECT TO DRAIN
STORM WATER. CARE SHALL BE TAKEN TO ENSURE THAT ALL
AREAS WITHIN PARKING LOTS AND LANDSCAPED ISLANDS SHALL
NOT HOLD WATER UPON PROJECT COMPLETION.
4. MIN. SLOPE ON ALL ASPHALT TO BE 1.5X
5. MIN. SLOPE ON CURB AND GUTTER CARRYING STORM WATER TO
BE 0.51
6. MIN. SLOPE ON REVERSE CURB AND GUTTER TO BE 0.5X
7. HOPE IS AN ACCEPTABLE SOLUTION FOR CLASS III RCP.
4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF
ANY UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE AND
BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR
INDIVIDUAL SERVICES PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE
TO THE UTILITY OWNER. ANY AND ALL MAINS OR INDIVIDUAL SERVICES
PRESENTLY NOT IN SERVICE AND WHICH ARE TO BE REPLACED DURING THE
COURSE OF CONSTRUCTION MAY BE REMOVED AND LEGALLY DISPOSED OF IF
DAMAGED DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
6. HANDICAP SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH A.D.A
STANDARDS AT H/C PARKING SPACES SHOWN.
7. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO
GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION,
SPECIAL USE, SEWER AND WATER.
JAMES N. DRAKOS
TAX #694240801023
DEED BK 206, PG 307
h
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ry I O
rn
k
F--1'-4 1/2' III1.�1'-4 1/2"-
•-1'-7 5/8'-►{I--1'-7 5/8--
PLAN OF GRATING
CAST IRON
JOSEPHINE FLOWERS
TAX #694240801067
DEED BK 222, PG F
'. RIP RAP
X 81 X 12"D
MARILYN E. SMITH
TAX #694240801062
DEED BK 595, PG 285
CHARLES E. GREEN
TAX #694240801061
DEED BK 47Z PG 822
GRAPHIC SCALE
2'-3 1 /4"----1
f.-2"
SECTION H-H
E
a
I
Y
F -3- _6.
RAQ
2 1/8" F-- 2'-1 3/4 =
2'-6
FRAME, GRATE, FOR DROP INLET SECTION F-F
NCDOT DWG #840.16
2'-6"
non
I ZI�T
■i■
Sun
ITS
■_un
i �
Y-�
WITH COPING REMOVED
DIMENSIONS AND QUANTITIES
DIMENSIONS
OF BOX & PIP
CONC.
I IN BASE
TOTAL
BRICK MASONRY
DEDUCTIONS
FOR ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
B
A
I 8
H MIN.
C.U. YDS
C.M.
R.C.
12"
3'-0
2'-0"
2'-8
0.267
0.313
0.037
0.871
0.020
0.032
15"
3 -0
6976
0.031
0.047
18
3 -5
1.106
0.044
0.065
24
2'-0"
4'-0"
0.267
0.313
0.037
1.289
0.078
0.113
_IENERAL NOTES:
1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON
CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12
2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
3. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC.
5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE
BLOCKS MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. FOR 8"-0" IN HEIGHT OR LESS USE 8" WALL OVER 8"-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING 6'-0".
QUANTITIES TO BE ADJUSTED ACCORDINGLY.
7. FOR FRAME AND GRATE DETAIL SEE STD. NO. 20.14.
B. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE
WALL, GROUTED AND BRUSHED SMOOTH.
9. ALL SLABS SHALL BE FORMED.
Approved Sto. mwatar Permit Documents
BRICK DROP INLET Construction ir accordance with these documents is
required by the stormwater permit. North Carolina
NCDOT DWG #840.15 rules require trial the stormwater system designer
Inspect durin construction 'ertily of th th
- tLLV EXISTING CONTOUR
'-"'"ELEV-�� PROPOSED CONTOUR
ELEV PROPOSED SPOT ELEVATION (ON ASPHALT)
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
- - -RD PROPOSED ROOF DRAIN
SS EXISTING SANITARY SEWER LINE
W EXISTING WATER LINE
--G EXISTING GAS LINE
g co ormi,y w; e
plans and specs; and certify Compliance with the
stormwater rules. (15A NCAC 2H 1005 (j );
Parmlt#p 15W6OtV0&m'y___Date o s ag
by_ �e_'�-p _ _ NC Divtslan of Wal.r 0 ality
Sheet # 3. O_Revision Date_ ? 9 0
1 INCH = 20 FEET