SWA000160_Plansheet (C5.0) - Grading_Drainage Plan_20220812

STRUCTURE TABLE
STRUCTURE
DETAILS-
PIPES IN:
PIPES OUT
NAME:
RIM = 386.84
CB-1
INV IN = 381.63
P-2, 15" CL IV RCP INV IN=381.63
P-1, 24" RCP INV OUT =380.46
INV IN = 382.25
P-1A, 24" RCP INV IN=382.25
INV OUT = 380.46
RIM = 385.45
CB-2
INV IN = 382.07
P-3, 15" CL IV RCP INV IN=382.07
P-2, 15" CL IV RCP INV OUT=381.97
INV OUT = 381.97
RIM = 385.03
CB-3
INV IN = 382.46
P-4, 15" RCP INV IN=382.46
P-3, 15" CL IV RCP INV OUT=382.36
INV OUT = 382.36
RIM = 388.38
CB-4
INV IN = 383.79
P-5, 15" CL IV RCP INV IN=383.79
P-4, 15" RCP INV OUT=383.69
INV OUT = 383.69
CB-5
RIM = 387.48
P-5, 15" CL IV RCP INV OUT=384.30
INV OUT = 384.30
CB-7
RIM = 387.37
P-7, 12" HDPE INV OUT=382.60
INV OUT = 382.60
CITY OF DURHAM STORMWATER NOTES:
STRUCTURE TABLE
STRUCTURE
DETAILS-
PIPES IN-
PIPES OUT
NAME:
CB-9
RIM = 387.07
P-9, 12" HDPE INV OUT=382.91
INV OUT = 382.91
FES-6
RIM = 383.19
P-7, 12" HDPE INV IN=382.00
INV IN = 382.00
FES-8
RIM = 383.36
P-9, 12" HDPE INV IN=382.25
INV IN = 382.25
FES-10
RIM = 381.27
P-11, 12" RCP INV IN=380.02
INV IN = 380.02
RIM = 387.55
MH-1A
INV IN = 382.47
P-1 B, 24" RCP INV IN=382.47
P-lA, 24" RCP INV OUT=382.37
INV OUT = 382.37
OS-11
RIM = 383.75
P-11, 12" RCP INV OUT=380.25
INV OUT = 380.25
HIV ?�: UZ51L-OZS-O/-O�FIJ
PARCEL 130469
CROASDAILE COUNTRY CLUB INC.
DEEDBOOK 1142 PAGE 270
PLAT BOOK 54 PAGE 1
ZONING: RS-10
USE: GOLF COURSE C1 -
DEVELO M N N 72°50'41" E 390,39' Total
�
pi°Una / P°u a />, 52.86' Fou J UGE G -
ch /� n 2,>
53'
1. AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED oh
BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE CITY OF DURHAM pipe ° e (Dn/i e)pe O O O O
REFERENCE GUIDE FOR DEVELOPMENT (RGD) AND ANY LETTERS TO INDUSTRY POSTED ON
THE CITY'S WEBSITE THAT ARE IN EFFECT THE DATE CONSTRUCTION DRAWINGS ARE FIRST Tree line
RECEIVED FOR REVIEW BY THE CITY. - - - - - - -
394-
2. FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM(S)) Curb &gutter
REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR
HEC-1 MODELS. FOR EACH SCM, AS APPLICABLE, STAGE -STORAGE RELATIONSHIP AND
INFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALL TABULATED DATA INCLUDING om
CALCULATIONS SHOWING THE LIMITING DISCHARGE, WHETHER ORIFICE, WEIR, BARREL, OR t'
OUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD, HYDRAFLOW HYDROGRAPHS, T/C 393.66 (Go T/C 393.49
AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS WHICH o 39�
INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY. T/C 393.50 °sphal
3. A. STORMWATER CONTROL MEASURE(S) (SCM(S)) PERMIT FEE(S) AND A PAYMENT INTO THE I
STORMWATER REPLACEMENT FUND ARE REQUIRED FOR ALL SCM(S) ASSOCIATED WITH THIS $ T/C 392.84 T/C 393.03 /
DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS NOT ALLOWED TO COMMENCE °
UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY STORMWATER STANDARDS T/C 392.52 -T/C 392.79
T/C 392.55
OR IN ACCORDANCE WITH WRITTEN POLICY. THE DESIGNER SHALL SUBMIT A SEALED T/C 392.73 �y } / o/
�
ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE T/C 392.43 TIC 392.72 18 RCP 18" RCP (Approx
DEVELOPMENT PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS IF A FINANCIAL o _
GUARANTEE IN THE FORM OF PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS 392 L TIC 392.50 100' Rearvard
UTILIZED. T/C 392.50 TIC 392.50 °
I T/C 392.50
B. AN AS -BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM(S)), 180.4'
PROVIDED BY THE BMP CERTIFYING ENGINEER (BCE), IS REQUIRED. THE AS -BUILT I _t� L`
CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM BCE <T/C 391.50
PROGRAM; REFER TO SECTION 8.6, BMP CERTIFYING ENGINEER PROGRAM FOR STORMWATER 00 '
BMPS IN THE CITY OF DURHAM REFERENCE GUIDE FOR DEVELOPMENT. THE SCM AS -BUILT m
CERTIFICATION(S) SHALL BE APPROVED BY THE STORMWATER DEVELOPMENT REVIEW p� I 39A
SECTION PRIOR TO ISSUANCE OF ANY FINAL CERTIFICATES OF OCCUPANCY/COMPLIANCE \ I Q T/C 391.50 S
FOR DEVELOPMENT, WITH THE EXCEPTION OF WHEN AN APPROPRIATE CONSTRUCTION T/C 391.50 St4split ��
SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVELOPMENT. WITH �. \ CC0 Ve/
THIS PROVIDED CONSTRUCTION SECURITY, CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN PIN #: 0812-07-48-8177 0 Co �StO
BE ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY PARCEL 130484 0° miner ne
REQUIREMENTS. PAR FOUR PROPERTIES `3g0 T/C 390.50 #3ld%n9 lOI
4
C. STORMWATER CONTROL MEASUREDEED BOOK 2046 PAGE 182
S) (SCM(S)) DESIGN CALCULATIONS WILL NOT BE �
PLAT BOOK 188 PAGE 371 T/C39050
Pipe Table
NAME
SIZE
LENGTH
SLOPE
MATERIAL
P-1A
24"
11.80'
1.00%
RCP
P-2
15"
33.73'
1.00%
CL IV RCP
P-3
15"
29.06'
1.00%
CL IV RCP
P-4
15"
112.01'
1.10%
RCP
P-5
15"
46.02'
1.10%
CL IV RCP
P-7
12"
42.35'
1.42%
HDPE
P-9
12"
21.88'
3.00%
HDPE
P-11
12"
23.22'
1.00%
RCP
i- 0�1
E
p er x
ire
concrete
�vT/C 392.37
T/C 390.74 O T/C 391 86
390.76 ` T/I 391.46
B 12�Q r390.42 T/C 391.08
-390.1 4
GRAPHIC SCALE
0
30 0
15 30
60
( IN FEET)
�
Know what's below.
1 inch = 30 ft.
Call before you dig.
NORTH CAROLINA
ONE -CALL CENTER INC.
LEGEND
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
EXISTING
PROPOSED
www.ncocc.org
\---850 -----
\�-850
CONTOUR WITH ELEVATION
XB-7460
XB7460
SPOT ELEVATION
XB/C 3-7460
X61C g7460
BACK OF CURB SPOT ELEVATION
X�/w B837B
XTW $g37$
TOP OF WALL SPOT ELEVATION
XB/w $g351
XBIW $g351
BOTTOM OF WALL SPOT ELEVATION
CONCRETE CURB & GUTTER
- -
- -
PROPERTY LINE
❑
❑
CATCH BASIN / CURB INLET
STORM DRAIN AND ENDWALL
ss
SS
SANITARY SEWER
®
SANITARY MANHOLE
�co
CLEAN OUT
Fo4na
"On Pipe W W WATER MAIN OR SERVICE LINE
OH/U OH/u OVERHEAD UTILITY LINE
-0, FIRE HYDRANT
&-OR-�>� GATE VALVE
cc__� oc_ ' POWER POLE GUY AND ANCHOR
6P CANOPY TREE TO REMAIN
I
GRADING AND DRAINAGE NOTES:
��
2�3O390�5
, 390'39
1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS
NOT ASSUMED TO REPRESENT A BALANCED CUT / FILL CONDITION.
390.25
f�
390.201
m
2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATE AND SHALL PROVIDE ALL
390.16 J
390.11 390.11
390.02
EARTHWORK NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY
0
OFFSITE BORROW OR SPOILS REQUIRED.
389.82
•
T/C 389.73,
389.87�
389J§ n
3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS,
1389
.78
389.64
INCLUDING PAVING, LAWN AND LANDSCAPE AREAS.
r] I a 0
29.8' 390.3
a
7 0
T/C 389.99
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY
11 p
v
oo
°
T/CC 390.06
T/C 389.69
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
T/C 390.20
REVIEWED OR APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCM T/C 390.50 �j� �I T/C 390.15 0 CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO
CD
DESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWING ZONING: 01 7.3'
SUBMITTAL PROCESS. IF, AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL, IT IS FOUND LAND USE: OFFICE ` v ` 3g0 Two Stor � 0 0 ' . - T/C 3�0.16 T/C 389.06 PROCEEDING.
THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT PROPERLY ACCESSIBLE, OR OTHERWISE )EVELOPMENT TIER: SUBURBAN ' y 1 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES
INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THE RESPONSIBILITY OF THE APPLICANT T/C 389.50 T/C 390.02 One Story 27.7' T/C 390.05 T/C 389.93 v
TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTS ARE MET. A / v 2 T/C 389.72 c> O PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS
T/C 389.50 °
REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THE ORIGINALLY PROPOSED < < O L'•' n � PIN 0812-58-83-0579
SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE, OR UNSUITABLE AND 46 LF - 15" CL IV R @ 1.10% J # FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR
ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED. 38 _ T/C 389.06 T/C 389.80 PARCEL 130467
T/C 388.18 T/C 388.88 390.02 - ANY DAMAGE AS A RESULT OF THIS CONTRACT.
OT/C 387.98 T/C 389.00 T/C 389.80 T/C 389.75 310 4 C R OAS D AI LE DRIVE LLC
D. THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH - T/C 388.89 T/C 389.93� I 389.78 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION
THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY _T/C 388.08 38 T/C 389.82 390.02 j DEED BOOK 4178 PAGE 530
T/C 388 12 t o 389 91 389.381 PLAT BOOK 115 PAGE 144 BACK TO EXISTING GRADE.
STORMWATER CONTROL MEASURE (SCM). IF THE SCM WILL BE CONSTRUCTED INITIALLY AS A 4 " o ° 389.43
T/C 388.07 1 T/C 389.55 - 389.88 ZONING: N I N G: 01
SEDIMENTATION AND EROSION CONTROL (S&EC) DEVICE, TO BE CONVERTED TO A T/C 387.81 T/C 388.72' 389.72 1' m �l 389.30 7. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES,
PERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTION MEETING SHOULD BE L T/C 388.45 T/C 389.45 I 0 r. 1 V A. 389.35
SCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE. CALL 919-560-4326 EXT. 30238 T/C 388.00 -388I I �. 7jF O 0 LAND USE: OFFICE
1s, I M - p 8j� 389.65 c�l PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING
TO SCHEDULE THE REQUIRED MEETING A MINIMUM OF THREE BUSINESS DAYS PRIOR TO THE �I T/C 388.45 0 - DEVELOPMENT TIER: SUBURBAN
T/C 388.39 T/C 389.17 ° 389.88' 1 A Rc r c58 IC 389.60
DESIRED MEETING DATE. THIS IS IN ADDITION TO OTHER PRECONSTRUCTION MEETING � - 389.93 390.19 c3 �L 4� ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
REQUIREMENTS FOR EROSION CONTROL, ENGINEERING INSPECTIONS, ETC. - I T/C 388.87 J 390.19 �38 46 39 CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
�T/C 388.91 ACj��i 8
4. THIS PROJECT IS A FEDERAL PROJECT (VETERANS ADMINISTRATION) AND THUS HAS A DUAL I T/C 387.50 T/C 388.71 390.12 COMPLETED UNDER THIS CONTRACT.
REVIEW. THE CITY OF DURHAM IS DOING A COURTESY REVIEW OF THE NUTRIENT DATA BASED o o 8. ALL "STD." NUMBERS REFER TO THE NCDOT STANDARDS.
T/C 389.80
° T/C 389.30
ON CONVERSATIONS BETWEEN THE CITY OF DURHAM PLAN REVIEWER, DESIGN ENGINEER T/C 389.80 389.34
AND THE STATE PLAN REVIEWER. ANY COMMENTS THAT THE STATE HAS OVERRIDE THE CITY 387�/� ca 389.90
OF DURHAM COMMENTS ON THIS SUBJECT. � 9. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
co a T/C 387.50 0 388.91
\ < - 388.86 FROM THE ZONING ADMINISTRATOR.
388.81 388 76' 10. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE
A n a "'J PIPE SLOPE AND INVERTS AND SHALL NOT BE CONSTRUED BY THE
I�
u_
-Nj
d'>
TIC 386.50
I I
388.53
388 47i 388
CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
z 3g6\�386.50
\
\ T/C 388.66
}%
cr)388.76
390.30 390.30
388.78 388.43
Asphalt
11.
MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 1/4" /FT.
�'
T/C 385.50
389.50
18"°
390.30 389.60 TIC
388.88 T/C 388.85
T/C 38
12.
SLOPES SHALL BE GRADED NO STEEPER THAN 3:1 WITHOUT ADDITIONAL
J o
D
T/C 388.48
��� T/C 388.41
388.28- �89
°
I I �g
.84 388.70
oo� ao� 388.74 T/C
390.12 388.85
STABILIZATION MEASURES AND PRIOR APPROVAL.
T/C 385.62
40
T/C 385.7486 28\ r
` 388.22 e
390.12 °
DB ;16°,4 PG' 2�" o°
Q
T/C 388.61
a 388.78 ° T/C 388.57
13.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
385
2'tF- 15"CL�VRCP@1.0
39 °�
388.68
T/C 388.65 T/C 388.40
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
- O I T/C 385.53
T/C 385.49 T/C
385.53
T/C 388.23
�8�
T/C 390.08
' °T/C 390.10
T/C 388.52
T/C 390.10 T/C 388.64
_
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
T/C 385.44- T/C 385.84 ��'�
12 LF - 24" RCP @
1.00% T/C 390.10
388.28
T/�C 389.81 n�0� ch
388 22
$� T 388.38
14.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE
T/C 384.50 gSplla/t
�d'o�
T/C 387.50
T/C 389.80
388.44
Mom' T/ T3C 388
3 T/c 388.40
oo>
82T/C
CONNECTION AT STRUCTURE IS WATERTIGHT.
T/C 385.18
z c
T/C 385.40 mod'
-
B-9 22 LF - 12" HDPE @ 3.00%- 388 389
T/C 388.38
T/C 387.25
15.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH
\34 LF - 15"
CL IV RCP @ 1.00�0
3 29 - °. - - - - 386 387 \ '
T/C 387.13
PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
T/C 383.87 Curb & gutter
I �_
°
- FES-8'
-
385 < - - - - -T/C 388.15 T/C 388.19
- ` °
-
T/C 387.54
MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL
� - - -
T/C 385.00
n
- - - - - -' " °
- -
°
1 42 Lo8J
T/C 387.43
"STORM
i i on re e ewal
-
I T/C 384.82
12' HOPE_%86
387.42�
O
BE LABELED SEWER".
_
�_�_-"------___„
_
16.
RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF GUTTER PAN, NOT
.0 - o
- _
�-
0= oD
----_
OS-1 _y ro \- o '<o \\=1
I
- -
sign
_
Q
THE DEPRESSED ELEVATION AT THE INLET.
ni T T °
- _
o
17.
ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN
z
42
FESp
23 LF - 12" RCP @ 1.00 /°�
O
,� - - - - -
``'
F °Und
REPRESENT COMPACTED STRUCTURAL FILL AND SHALL BE CONSTRUCTED
T
r SS �C-
T
S
e
- '' - - con cr
- - - -
e sinvm4k-
- -
/won /„
- P
WITH SATISFACTORY MATERIAL COMPACTED TO THE STANDARDS OUTLINED IN
S S F�7`C -381
T
80
1 0'
24" RCP Rip
- -
Rap
THE SPECIFICATIONS.
T
�
�
L
-
T
CLEAN OUT END OF CULVERT
-
ram`?- �
G
~-
�
-� (`
C: -� C
18.
RCP PIPES SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
D _ EXISTING
FO
Fn/C
��
SS SS
SS ss
19.
ALL STRUCTURES AND GRATES SHALL BE COMPLIANT WITH THE MOST RECENT
FIRE HYDRANT
- EXISTING PUBLIC
PROPOSED SCM ACCESS
NCDOT STANDARDS AND BE TRAFFIC BEARING AND RATED HEAVY DUTY,
j6" CIP WATER LINE
AND MAINTENANCE EASEMENT
UNLESS LOCATED OUTSIDE OF A PAVED AREA.
W W
EXISTINGPUBLIC
EXISTINGPUBLICLINE
CLEAN OUT END OF CULVERT
-
D W -�7-0 W
BLIC SEWER 12" CIP
20.
ALL HDPE PIPE SHALL BE ADS N12 TYPE S OR APPROVED EQUAL.
- W
9 FLF�N�RgNM
W -W
W W
21.
ALL FILL SHALL BE PLACED IN MAXIMUM 8-INCH LIFTS AND COMPACTED. ALL
3834g'
�A''E
W W W
DRIVE
W W w W
W W �fiN
�W
W W
FILL OF PAVEMENT SHALL COMPACTED
n
WITHIN LIMITS BUILDING AND AREAS BE
(NORTH 1-85 SERVICE ROAD)
TO 100% STD. PROCTOR DENSITY WITHIN THE TOP 24 INCHES AND A MINIMUM
D
VARIABLE WIDTH R/W
98% STD. PROCTOR DENSITY BELOW 24-INCH DEPTH. FILL WITHIN LANDSCAPED
(PART OF I-85 R/W)
Y
AREAS SHALL BE COMPACTED TO MINIMUM 90% STD. PROCTOR DENSITY.
L
z
REFER TO GEOTECHNICAL ENGINEER'S REPORT FOR ADDITIONAL EARTHWORK
L
SPECIFICATIONS AND REQUIREMENTS.
r C;
SMUP
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL-
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SUBMITTALS
DATE:
PURPOSE:
12/01/2021
75% VA SUBMITTAL
12/28/2021
100% VA SUBMITTAL
02/07/2022
FIRST PERMIT SUBMITTAL
04/21/2022
SECOND PERMIT SUBMITTAL
7/19/2022
THIRD PERMIT SUBMITTAL
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PROJECT NO:
7768 - 1021 CD
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
1
CITY COMMENTS
04/21/202
3
CITY/NCDEQ COMMENTS
7/19/2022
DRAWN BY: SC
REVISED BY: SC
CHECKED BY: DL
I ISSUED BY: SC
DRAWING TITLE:
FINAL GRADING
PLAN
DRAWING NUMBER:
■
Y
)pyright 2021 CES Group Engineers, LLP