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APPROVED
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OS 7 LF NEW PIPE
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/ 8750 \
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FIGIC 187.50
88.42
-
F } - {- 86.50 _ \ TBC-
^ \FG 88
TBC
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CURB CUT
III
I
90.53
TBC 188.44
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RETENTION
BASIN
TRIB AREA #1
TOP
OF BANK = 87.50
IN
BTM
BASIN =86.50
CAPACITY
= 1,164
C.F.
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91.67
EXIST
2.0%
I 2.0t\I%
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87.50
FIG 89.25
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1 `_ I I \ ✓ III ■ I I I
I
/ a EX ACCESS \ I
-- ----
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EASEMENT IIII, ■
a,
�87.43----- 66.86 �ti------- 2 ^
�0 OA a IIII ■
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87.00 * I
a B8J 1 XIST � ■
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.pk---88�.2\34. TBC. aas
-_-TBC BC[9o] 90.34 89.55V ^ 88.9s
so3s ��TBcy TBC B
TOC ^ TB _______ -_-
,88.90
589 TBC
90_ aa
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\ 90.80
/.. TBC. IJ \19% 89.9
-1 0.5% TBC
TBC
0.6%\\ 89.33
88.99 TBC
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\ I
ry. 88.89 88.94 \ EXIST I
\TBC \ TBC \
\
1 0.6% \ \ 88 \ T 2
PROPO ID 47 �8 / ' \ \ \ y✓fi x
\
��BMLDING
2.0FIFE = 2691.00' a \ \ a \ \
2,365 SQ.FT. - \-------- -
i \ 90.58 \ \ \ 91.5s
1.5% TBC \ \ T C ce
TBC 1/ - RIDGE v v 89.01===�
91.00 I 3 \ \ \ \ \EXISTS
TOA
TOC°I \ ,V� TRANS RMER
TBC TBC -� 2.0% / 2 90. 9 90.29 \ \ `R/pC \ . W Z \
Z ° I. 0. 90.57 ', TB �� TBC \ P �.' \ o U ul \ ■ ��
I II{I I I 88.75 8% I TBC TBC 6 I \ \ - - - cri U Lu -
- _ 90.90LITOC91.00 °� V / 90 .---_ 1� w �oae \\ \ N X Q._ 91.0 / 8C ---111 �, \\ \ W W \
i 89.98- RVpG6 TOC E 5' M) TOC I CURB CUT v 89.37 �v v
93.01 1\ TBC _ 90.89 91.00 90. 4- \ - 190.69 / TSC 1.2% \\ \ 0
TBC _TBC TBC TBC 89.37 89.65
93.01 IIII 31.1% TBC / TBC----_---
EXIST 0
\ o m e e\ \ LOT 1 OPEN SPAk�E : -n
- Cn�
CURB CUT89 - - \ PROVIDED: 2,004 SF. �� C
�I G _ 3 _____ _ \ .65. I REQ: 1,957 S.F (5%)\
TBC G m W
\I -
0 v
88.84 Z \
90.42 89.91
\ �\ RETENTION BASIN TBC TBC --------------------------- - ------ -
���� TRIB AREA#2 _________________z 90.23 \ / \ /-9D.TQ____-T$C� \ �. Z_ (n
II -� 1 �I TBC ° I --------' \ ----- RETENTION BASIN ------- ---- F�------ I
----______�----------13r __ I_ TOPOFBANK=89.25 L_ -----03 _\ f�'TRIB AREA#3 , 0
BTM BASIN = 88.75 O3 \ \ -- - TOP OF BANK = 88.75 0 Z ^
K \ '�� CAPACITY = 574 C.F. 88.75 FG \ 0.37 \ \
I �\ 9 1 N .34-------- - - - BTM BASIN=88.25 3
EXIST \ ---------------- - - 1� 92.66 S8__-- li
1901 - TOC TOC TO TOC = I \
4.7%
[92
-I93j 1 90.49 I° - roc -- - - - --
N 89.36'01 " W 227.73 - -
---- - - -
------------
f \ �4.45 T SIDEWALK 0 -93.68 o - - - - <
93.13 93.07 / �
WALK CUT _ `EXIST=- - - - - - - - - - --- _ _ _ = Exls = - - - - - - - - - - - - - - = = = = =ExIST - - ExlsT � SIDEWALK - - - - EXI -
i
@xIST
DRIVE CUT
DRIVE CUT
I II
I I�
I
21
d
w w wow w w w w w
-- -- -- --- ------ ------ ------
w w w w w
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-- -- -- -- L- -- -- a----- -- ------- -- -- - - - -- - -- -- = -- - - -- -- -- -- -- ----------------------I'------- -
$ ', �- sd sd sd sd sd sd sd sd - -- sd sd sd sd
1 � W W W cn
�S s s s s s s E VICTORY RD -S S 5
m �u O O O
> Fn * cz: (96.0' WIDE PAVED PUBLIC ROAD)
= C/) m 2 _ CURB &
NORTH
as
SCALE: 1" = 20'
0 10, 20' 40' 60'
GENERAL NOTES:
SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE RECOMMENDATIONS
SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH
SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE
COMPACTED TO 95%OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER
BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN, OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME
OF PLACEMENT SHALL NOT EXCEED 2%ABOVE NOR 3%BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A
COMPACTION REPORT PREPARED BY QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL
FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE
BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND THE RECOMMENDATIONS SET FORTH IN THE
SOILS REPORT.
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED
IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S
FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALLIS), IF ANY, ARE ELEVATIONS AT FINISH GRADE,
UNLESS OTHERWISE NOTED.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
O7 GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN.
OTEMPORARY RETENTION BASIN. CONTRACTOR TO CREATE BERM TO IMPOUND STORMWATER UNTIL
TIME OF FUTURE LOT BUILDING PERMIT WHEN PERMANENT RETENTION FACILITY IS INSTALLED.
ORETENTION BASIN TO RETAIN 100-YEAR 24-HOUR STORM. SEE INDIVIDUAL CALCULATION SHEETS ON
SHEET C5.02 FOR BASIN SIZING.
OINLET CATCH BASIN TYPE 1 PER ACHD STANDARD DRAWING'SD-601' INCLUDING BICYCLE SAFE
GRATE PER ACHD'ST-609'.
CONTRACTOR TO FIELD VERIFY EXISTING STORM DRAIN PIPE SIZE, MATERIAL, AND INVERT
OELEVATION PRIOR TO CONSTRUCTION AND MATCH AND EXTEND PIPE AT A MINIMUM OF 0.30%TO
THE NEW INLET CATCH BASIN TO THE EAST. CONTRACTOR TO USE SAME PIPE TO CONNECT THE (2)
INLET CATCH BASINS TOGETHER.
COMMON GRADING ABBREVIATIONS:
SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
- BFE
BASEMENT FLOOR ELEVATION
- BW
FINISH GRADE AT BOTTOM OF WALL
- EX or EXIST EXISTING
- EOA
EDGE OF ASPHALT
- EOC
EDGE OF CONCRETE
- FFE
FINISH FLOOR ELEVATION
- FG
FINISH GRADE
- FL
FLOW LINE
- GB
GRADE BREAK
- HP
HIGH POINT
- LP
LOW POINT
- I
NATURAL GROUND
- SDCB
STORM DRAIN CATCH BASIN
- SDCO
STORM DRAIN CLEANOUT BOX
- SDDB
STORM DRAIN DRAIN BASIN
- SDMH
STORM DRAIN MANHOLE
- TBC
TOP BACK OF CURB
- TOA
TOP OF ASPHALT
- TOC
TOP OF CONCRETE
- TOG
TOP OF GRATE
- TOW
TOP OF WALL
- TW
FINISH GRADE AT TOP OF WALL
- WW
WATERWAY
DI.GLI-EoN
Call Be&u ?/feu Did.
NOTICE, CALL 811 BEFORE YOU DIGI
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
PROTECTION, AND RESTORATION OF ALL BURIED OR ABOVE
GROUND UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS.
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PROJECT NO: 21070
DRAWN BY: CCW
CHECKED BY: RJP
DATE: FEBRUARY 7, 2022
GRADING AND
DRAINAGE
PLAN
C2.01
No