SW3230501_Plansheet - C300 Grading/Drainage Plan_20230823

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I o IN rn o = ;08/23/2023 ' a
�2 z o APPROVED: list
I Q a ROADWAY & PUBLIC DRAINAGE ONLY ,/AfH/1111U��; •
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ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE TOWN ENGINEER

OHE OLD CAMDEN ROAD S.R. 1 132
0- --7--
OHE _ 60' PUBLIC RIGHT OF WAY AGREEMENT w----w----
`w - OHE PER DB 339 PG 348 --T----T----T----T--- W-
-w- OHE OHE _ OHE -T-
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694, \ _ FOR ENTRANCE U- I _ _u g u / EXISTING 60' R/W U u . - _ �5� _ w
0 40 80 .. �I - - -/ I i 6,94 - -
FEET
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690_ 37.02LF 15"RCP 1.01% ��
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148265 SQ. FT. / /_ \ � \ I c� �oA:,
►OT '� N \ °
3.404 ACRE.4 CB 3 rn 0 rn I o
\ \ \\ RIM: 692.24 `° I to `ID
\ \ INV. IN: 688.56 (S) CB 4 I I I I
INV. OUT: 688.25 (W) I RIM: s92.23INV. OUT: 688.94 (N) rn I
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I N
OD m >
122.87LF/15"RCP/3.28%
CLASS B RIPRAP \ 1 �/ I Q,`v Y '
\ WIDTH AT PIPE OUTLET: 4.5' \\ -FES-1 ' �? rO �:. ' r.`: ::, 54.45LF/15"RCP/1.38%
WIDTH AT APRON OUTLET: 12' _ INV OUT: 680.44
APRON LENGTH: 10'
LLS �.:.
--- MINIMUM THICKNESS: 0.90' Z I
- MITTER CUT PIPE TO BANK
STREAM BUFFER - - / / , � '' :,
I BLOW UP OF ENTRANCE
INTERMITTENT STREAM /
'00 0
EARTHWORK NOTES:
`'- m /
690
_= -Z to �,�, �� ����� s � -T 1 . PROOFROLLING WILL BE PERFORMED ONCE SUBGRADE
l SF DS1 1 I I I , _ _ V _ / , , \ IS WITHIN 0. 10 . PROOFROLL TO BE COMPLETED WITH
I RIM: 681.00 I I I / / / �� A TRI-AXLE OR QUAD-AXLE, WITH A MINIMUM OF 20 0
o
INV. IN: 675.28 (SE) 131.90LF/18"RCP/2.20% � /� // �/ /i/ J Z N
/ / TONS OF ABC IN THE TRUCK (QUARRY TICKET g
l / INV. OUT: 674.53 (NW) I / Q
79.70LF/15"RCP/0.50% CB 2 �� \ D 20 40 REQUIRED). TOWN STAFF TO BE PRESENT AND o
�j w, I RIM: 690.68 I - OBSERVE THE PROOFROLL AND APPROVE SUBGRADE Lu
TRANSITION FROM I\�� INVrNINNs84222sw \ '\ \ 1 = 20 2. PROOFROLL TO BE PERFORMED WITH THREE PASSES ~ a
INTERMITTENT TO - 'S\ 3, I / INV. OUT: 683.34((N) N Q
PERENNIAL I FES-99 - ✓ A 69 '- -
ONE DOWN EACH SIDE AND ONE IN THE MIDDLE. D
INV OUT: s74.13 �I i I i to _ 3. PROOFROLLING: PROOFROLLING TO BE PERFORMED IN o Y
" 6�� a�� THE PRESENCE OF TOWN ENGINEER. THE TOWN WILL Z o w o
1j1.21LF/15RCP/o 1 oo ��c APPROVE SUBGRADE BEFORE ABC IS PLACED. ABC TO a a a
BE COMPACTED TO 100% _ z
SCM ACCESS AND I I AND NO CBCG OR ASPHALT Z o 0
�l MAINTENANCE
\ - - _ SHALL BE PLACED UNTIL ABC HAS BEEN APPROVED 0
EASEMENT I 1 \ ` o N w w
\\ BY TOWN. N J 0 0
Q g o 'o
PERENNIAL STREAM -r-(-� 11 \_ _ - \\ - 4. ALL EARTHWORK AND CONSTRUCTION STANDARDS TO N �' M a a
689 DCB 6
687' ` - MEET NCDOT SPECIFICATIONS
'RIM: 688.77
s89 INV. OUT: 685.27 (NE) 0
0
�7 88 \ 0
OoQ i''
0
a
0
STORM DRAINAGE PROFILE 1 Q
a .
696 696 a
CB 3 N 0
CB 2 RIM: 692.24 (j n
v N
INV. IN: 688.56 (S) I N
RIM: N- 68 INV. OUT: 688.25 (W)
INV. IN: 684.22 (E) STORM DRAINAGE PROFILE 2
� INV. IN: 684.22 (SW) w
692 INV. OUT: 683.34 (N) / 692
8" C900 WATER CB 4 o W °%
RIM: 692.23 700 700 0
EXISTING GRADE INV. OUT: 688.94 (N) Z '
W
nnn I041
n
U J 0
00
688 u 6881 J z
Ld
696 696 m &
PROPOSED GRADE U o
/ 37.02 LF OF 15" RCP ® 1.01% o Z z
U
684 \_122.87 LF OF 15" RCP ® 3.282684 5
\ PROPOSED GRADE
692 EXISTING GRADE 692
w
680 131.90 LF OF 18" RCP ® 2.20% 680 SEE SHEET C 3 2 0 LD
RIM: 690.68 688 688CB 2 DCB 6 r-
RIM: 688.77
FOR SAND FILTER INV. IN: 684.22 (E) INV. OUT: 685.27 (NE) InDETAILS
INV. IN: 684.22 (SW)
INV. OUT: 683.34 (N)
676 676
ENGINE S SEA
684 684
NOTE.
CA
® 0.75% CATCH BASINS TO�11411 ;o•.�'
672 672 HAVE PIPES CUT TOWN O F MIDLAND = SEAL
680 680 FLUSH WITH WALLS _ , 033470 0 =
670 670 0+00 1 +00 1 +42 n :08/23/2023
0+00 1 +00 2+00 2+97 AND INVERTS APPROVED: =,, ,, w:� ��
ROADWAY & PUBLIC DRAINAGE ONLY
POURED TO PREVENT
DD
Iq N WATER FROM
O M 0 N 7 (0 (0 (0 STANDING IN BOXES
TOWN ENGINEER