NCC214748_Site Plan or Location Map_20210826

d
o4
Dunn Street
y
Road
4
4
o
Lppp
Q
eo''eydr4
d
c
`@
`
✓�
lc
q�pq
r
e'4e
T 0 r
,.oP Kai
60,E '`o
gc<ee�ezti
Site \®
h gtr
Hoge ,$LS
3�
atdw60
S .,
b
wpm j3t6
'po treet
k Isle
�y ae' Sr'peE \a
101-e
St:ee �� I
m \/
Laye Street •p --�
\_ Edgemont Avenue
v
Parkdale Drive \ Piedmont Rp m
dd
VI9` I AI ITV M A D
WAYNE DAVID CARPENTER I \
DB 4127, PG 1054
Imo\
I \
I
_ EXISTING ENTRANCE
_ REMOVED AND PARKING
RECONFIGURED
I I
.I
EXISTING PIPE TO
BE REMOVED
I
PID # 226-406 I \
SILVA THOMAS
HERNANDEZ
DB 4986, PG 0864 I
I
- I
10' WIDTH ABBEY
-T CREEK GREENWAY
1
I
'4 6:
1
ZF
I
I 620
I60
I R. 0,
PID # 186-531 /
RODGER D BURKETT,
ROBERTA A BURKETT I
DB 4973, PG 0857 ,
/t
G
I
FIELD LOCATE FIBER OPTICS
LINE PRIOR TO MONUMENT
SIGN INSTALLATION
I /
1 V
\ A \�
\ ,
6-35B \ \
SMITH
PID # 126-359
ALLEN R MCCUEN
DB 4130, PG 2159
GRADING AND DRAINAGE NOTES
1.
EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT
14. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION TO THE DOWNSPOUTS
ASSUMED TO REPRESENT A BALANCED CUTIFILL CONDITION.
7.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
INSTALLED BY THE ROOFING CONTRACTOR BETWEEN THE SITE ROOF DRAIN PIPE
EXISTING GRADE.
A SHALL BE MADE BY THE SITE GRADING CONTRACTOR.
2.
CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL
EARTHWORK NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE
8.
THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING
15. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS.
BORROW OR SPOILS REQUIRED.
LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO
PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
16. IN ORDER TO ENSURE ADEQUATE DRAINAGE, FLOW LINES IN GUTTERS SHALL BE
3.
ROOF LEADERS SHALL BE SCH 40 PVC. MINIMUM COVER SHALL BE 18". MINIMUM
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
0.50% MINIMUM.
SLOPE SHALL BE 1%. PROVIDE CLEANOUTS AT ALL CONNECTIONS WITH BUILDING
DRAIN AND WHERE INDICATED. REFER TO ARCHITECTURAL DWGS. FOR THE EXACT
9.
PROPOSED SPOT ELEVATIONS SHOWN REFER TO BOTTOM OF CURB UNLESS
17. ALL SITE IMPROVEMENTS WERE BASED ON THE CITY OF BELMONT'S LAND
LOCATION OF ROOF DRAINS AT THE BUILDING.
OTHERWISE NOTED ON PLAN.
DEVELOPMENT STANDARDS MANUAL (CHAPTERS 6, 7, 8 & 9) AND APPENDIX B.
4.
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS,
10.
PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE
INCLUDING PAVING, LAWN AND LANDSCAPE AREAS.
SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO
REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
5.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES
FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND
11.
CROSS SLOPE OF SIDEWALKS SHALL BE 2% (MAX).
SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
12.
SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
6.
CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE
13.
EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL;
1
FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF
BACKFILL ASAP TO MINIMIZE EXPOSURE TO THE AIR.
THIS CONTRACT.
EXISTING POLE
\ G REMAINS
- - - _ - - - - - - - - - - - - - - - - - - - - - / - - - -
I-✓V I V I ✓. VT V. ` \
CONCRETE OPEN THROAT
CATCH BASIN
CROSSWALK -
PER NCDOT STANDARDS
BY OTHERS AS PART OF THE
TER ABBEY CREEK GREENWAY
"'\=596.37'
- - - - - -
' �♦ � � o.. ' � '
r
♦' e 0
�-
rT/-7�III -71II '0��I I ._19`jl IF -IIII -�-TI TI -`I --III-I -�I ���IIIj II� I =IIlI I -II ♦-l;Cc---�II ��r -I .�II -_���I-F�J�I
I-4, --I I ,,
/ REMOVE POLES AND PLACE
UTILITIES UNDERGROUND
_ .627
gt (ALTERNATE) -
EXISTING I� I DROP INLET 1 4 1 I I I I 1 1 1 1 1-- -- 63 I I LIGHT POLE I \ _ \ __ \ 1
(TYP.) c502
i
L
_���\��_'I "'
�
-- P-R - r ----� RP RAPS-- _ _=pld ? r� -� i = =fir JI \ \ 630
CREEK GREENWAY
I
I
24" RCP FES INV.=588.29'
PID # 214-172
CITY OF BELMONT
DB 4717, PG 1957
I629
-
JB 57.-~I628
I
-
627
_
G IMB
626
1 625 -
STORM SEWER STRUCTURE & PIPE SCHEDULE
UPSTREAM
STR.
UPSTREAM
RIM EL.
INVERTS) IN
INVERT
OUT
DOWNSTREAM
STR.
D.S. PIPE
LENGTH(FT)
D.S. PIPE
DIA(IN)
D.S. PIPE
MATERIAL
D.S. PIPE
SLOPE(FT/FT)
CI 4
609.69
605.27 (18" - CI 6)
605.85 (15" - DI 5)
605.85 (15" - CI 22)
605.17
JB 3A
16
18
RCP
0.0150
DI 5
610.80
606.44
CI 4
59
15
RCP
0.0100
CI 6
609.07
605.55 (15" - CI 7)
605.50
CI 4
30
18
RCP
0.0075
CI 7
610.08
606.27 (15" - CI 8)
606.07
CI 6
29
15
RCP
0.0179
CI 8
611.61
607.64 (15" - CI 9)
607.54
CI 7
35
15
RCP
0.0362
CI 9
613.02
609.53 (12" - Al 11)
609.15 (15" - CI 14)
608.21
CI 8
34
15
RCP
0.0170
Al 11
613.70
609.96 (10" - CO 12)
609.96 (6" - CO 13)
609.86
CI 9
44
12
PVC
0.0075
CO 12
613.97
610.14
Al 11
19
10
PVC
0.0094
CI 14
614.07
609.95 (15" - CI 15)
610.15(10"-Al16)
609.85
CI 9
56
15
RCP
0.0126
CI 15
614.78
610.98 (6" - FD DRAIN)
610.40
CI 14
45
15
RCP
0.0100
Al 16
614.00
610.87 (8" - Al 17)
610.78
CI 14
21
10
PVC
0.0300
CI 22
615.16
611.57 (15" - CI 23)
611.47 (15" - CI 21)
608.41
CI 4
93
15
RCP
0.0274
CI 21
615.83
612.28 (15" - CI 25)
612.20
CI 22
20
15
RCP
0.0367
CI 23
616.33
611.87
CI 22
40
15
RCP
0.0075
CI 25
617.87
614.42 (15" - CI 26)
614.32
CI 21
60
15
RCP
0.0341
CI 26
621.23
617.60 (15" - CI 27)
617.50
CI 25
68
15
RCP
0.0454
CI 27
625.25
621.27 (15" - CI 28)
621.17
CI 26
90
15
RCP
0.0399
CI 28
625.14
621.58
CI 27
52
15
RCP
0.0060
CI 41
622.57
619.39 (15" - DI 42)
619.29
FES 40
26
15
RCP
0.0100
DI 42
621.93
619.90
CI 41
51
15
RCP
0.0100
JB 53
601.56
597.82 (15" - DI 54)
597.72
FES 52
22
24
RCP
0.0100
DI 54
604.06
601.10 (15" - DI 55)
601.00
JB 53
64
15
RCP
0.0499
DI 55
612.85
608.10 (15" - DI 56)
607.71 (15" - DI 62)
610.53 (6" - FD DRAIN )
608.00
DI 54
93
15
RCP
0.0745
DI 56
623.31
618.45 (15" - JB 57)
618.35
DI 55
111
15
RCP
0.0926
JB 57
627.30
618.85 (15" - DI 58)
618.75
DI 56
40
15
RCP
0.0075
DI 58
622.77
621.25 (6" - RD)
619.60 (15" - DI 59)
619.50
JB 57
84
15
RCP
0.0078
DI 59
623.27
620.17
DI 58
62
15
RCP
0.0092
DI 62
612.96
609.87 (12" - CO 63)
609.50
DI 55
32
15
RCP
0.0556
CO 63
613.81
610.19
DI 62
32
12
PVC
0.0100
SEE SHEET C-305 FOR STORM PROFILES
EXISTING
I i GAS LINE
EXISTING
STREET TREES
EXISTING
TEL. LINE LEGEND
2.88
EIP
6' PLANTING
II STRIP
�\ 610.0111
II R/W
0 670
HC
Ln
\ 608.20�9 II
--608 0
- • 607 - II
s
605.6 606 wv
so I
- 605 I ®wM
9 DI 54 II
602.93504
�Q - 501 Op
4c602 I S E� M H
600.46
s 5-� 601
599.9 5_ FES 1
00
599.58
599 D1 1
00.3�
T ` +XXX. X
v - �
W Xni W XXX.XX
9 o EXISTING FIRE co
HYDRANT °
STORM MANHOLE ODS
(TYP.) EXISTING
of
O - \ GAS LINE
- � O
- - SITE BENCHN
oH/ RR SPIKE IN
ELEV=600.31'
EXISTING
SIGN
EXISTING
IRON PIN
EXISTING
LIGHT POLE
EXISTING
UTILITY POLE
RIGHT-OF-WAY
ACCESSIBLE SPACE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
PROPOSED STORM MANHOLE
PROPOSED FLARED END SECTION
EXISTING DRAINAGE STRUCTURE
PROPOSED DRAINAGE STRUCTURE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CLEANOUT
EXISTING DOWNSPOUT
Know what's below.
Call before you dig.
RD
�cv
AGM
EXISTING
CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
EXISTING
FENCE
EXISTING
UNDERGROUND ELECTRIC LINE
EXISTING
OVERHEAD UTILITY LINE
EXISTING
UNDERGROUND TELEPHONE LINE
EXISTING
FIBER OPTIC LINE
EXISTING
SANITARY SEWER LINE
EXISTING
WATER LINE
EXISTING
GAS LINE
EXISTING
CONTOUR LINE
PROPOSED CONTOUR LINE
TEMPORARY TREE PROTECTION BARRICADE
EXISTING
STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
PROPOSED ROOF DRAIN PIPE
EXISTING
TREE LINE
EXISTING
GAS VALVE
EXISTING
GAS METER
IR
NORTH
30 0 15 30 60
SCALE: 1 "=30'
�O 00
E O
r
c Ln o
0 00
cD m N
00
U
Q N 00
m
a_' N
L c-I
O U
c-i
U
UNz
�Ln
06 a
c
U �: 4-
vo
-se O
m
U
-
v .�
} O
Q4-
C
v
v
E
a
rn
Ln
m
N
Seals:
y\ C q R4 A
��.0 QOF ssrQN,�./ ,,,
SEAL
C w
041664 ! a'
Di� + Ily siglSQd by Kevin
//qq
i IV- -� te: 20 3.24
�* %e o tray oo-
Corp. NC license: F-1320
ro
4-J C:
0
4-J ca
N U
fu ate-J
ca O
4-Jz
r
U
Ln O
M
co
Project no: 17000385
Date: 03.18.21
Revisions:
Sheet Title:
GRADING
DRAINAGE
PLAN
C303