SW6110105_Grading/Drainage Plans_20110307

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RIM: 292.61'� l
IN: 266.90'
OUT: 266.78'
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1�� c �0 �♦ `t FFE: 304.63' �•.�'
O\C\N
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/\ 1 ON
N: 279.6i'(9W) \
\IN: 274.99'(S)\
274.79
\� GRATE: 288.10'
♦ IN: 281.38'(W)
IN: 281.17'(SW)
�,.• IN: 275.66'(S)
�• OUT: 275.35'
• ' , \ .�' / �' MHD
• ,; , .�' o� RIM: 288.83'
• �' �89- OUT: 275.46'
1
014 ` (2nd STORY,.. �^�< 40 Ga0v�1-� '00
3-8
♦ \ VE�� 0 ��•• FFE: 288%.7g'�
�.•' FFE: 304.64' /
\ \ 1 IB 1 r t 2 %0. \ / .0 .
i• (2nd STORY) /
I .lOcq A CEDAR .� `%
J 1) 1 ®DA FI4 O INLET
i♦ ,� �•+'• ///
\ \ C AR PIPE
- ` \
1 \CE � R�1 EO /n
CG 102 \
\
CRATE: 295.89' r7,`/J rn '� y' � VVV \ � 0
CG103OUT: 290.87' r \_� % / \
YI / \ �s' 1 7" N
GRATE: 2 6.06''(SE) \.-' Q \ \ ' �� R `� �� ♦
IN: 291.73'(SE) ' a m \� , B�4o s Q/j10 ♦;
IN: 291.02'(SW) 20' �+
9062
OUT: 289.55' IN: 2Og;' �' ,�'• j O 2 /
�QA/
B 5 , % 46 / w
24
\ \ t
•', 1. 10" HEADWALL . ,�0-IN: 291,89' �'22" AK ` \ v — 30 �\ / �.•' \� %
\\ \ \OAK \ \—�0 \�'♦I• �, '� R/�\�E�
\ \
CG104 �\\\\ \\ 22'/ 2'K\ I gig' R��� �,�� �\ //\'
\\\ \OAK V ` B-6O �' ®\ \ \� \`L,`%�, / 0 •'
HORIZONTAL & VERTICAL CONTROL \\ �\ n�/ 26"
IRON STAKE #11 \\ \ \ \ \ 24" AK \ \ 1 \ � �,9 '\�" 1 "C DAR
N: 510, 764, 8252 AK
c"
E: 1,976,489.6377 \�S®7\
OAK 3
ELEVATION: 300.05' \\\\ \ 2" \ 1\ \ CHERRY
CH RR
CH6RY \\ \\\�96iC�\ IN: 29 07
ALL M./
\\ .0 24.. \ \ \ 1 4" : \\ ®CM ERRY \C
\\\\\\ A \\ cH55: \\
4 \ *if RR/�/i//
CHEY \ //^/2 9�� /A
\\\\` 20' 9\ \ CHERR�\
\\\ AK\ \ "t,0" HEADWALL 7y 10" HEADWALL
\ \\ \ IN�,297.28' / 7., 10" HEADWALL OUT: 293.84'
\\N\\ 1 K 9� �9 �E� OUT: 296.91'
\\ \ K 0`
ce
10" HEADWALL
OUT: 297.64"
�q \
GRATE: 300.26'
A OUT: 297,72'
DI
GRATE: 288.57'
IN:
282.23(SW) ,
IN:
276.38'(S)
IN:
276.31'(E)
OUT:
276.00'
SITE GRADING & DRAINAGE
PLAN - OVERALL
1 "=50'
0' 25' 50' l(01 150'
C
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APR 0 52011
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US ARMY CORPS
OF ENGINEERS
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PLATE
REFERENCE
NUMBER
CG101
SHEET 026
Y
Y
Y
Y
Y
Y
�UMILUIV I ML M V
IRON STAKE FOR OFFICIAL USE ONLY
N: 510,530.9910
E: 1,976,780.4110
ELEVATION: 301.22'
SSOGNSPECSS
SSSYSTIMESS
SSUSERNAMESS

1 1 2 1 3
0
5
9
C
\
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/ NEW C.B.
TOP ELEV. 288.00
NEW 6" ROOF FFE: 88.71N
DRAIN OUTFALL \\
NEW 8" ROOF \
DRAIN OUTFALL
\ / / 288.70 AT DOORWAY
288.65
\ /
♦
♦�C' FFE: 304.63' ,••''-',
♦♦ (2nd STORY).,.•''
2 \
♦ n
SDI \
GRATE: %28.10'\
\\ IN: 279.67'(SW) \�
\IN: 274.99'(S)\
QU T: 274.79'
\
\\
EXIST. C.B.
TOP ELEV. 288.10 O
DI
GRATE: 288.10'
IN: 281.38'(W)
IN: 281.17'(SW)
\
IN: 275.66'(S)
OUT: 275.35'
�.•,••''>
00
RIM: 288.83'
_ �89 �\
_ OUT: 275.46'
\!
Q \
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O,.•'-'' TUNNEL \ Q�
��/OO� �O Lq,�GF� , ,•• UNDER WALL
P` Goo
..�''�288.65
`��� ,.•-'• FFE: 288.70,� �
FFE: 304.64'
(2nd STORY)
/
/
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/
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\
DI
GRATE: 288.57'
IN: 282.23'(SW)
IN: 276.38'(S)
IN: 276.31'(E)
OUT: 276.00'
LEGEND
IDETAIL
REFERENCE
EXISTING GRADE CONTOUR
— — —300— — —
(5' INTERVAL)
EXISTING GRADE CONTOUR
— — - 302 — — —
(1' INTERVAL)
FINISHED GRADE CONTOUR
285
(5' INTERVAL)
FINISHED GRADE CONTOUR
284
(V INTERVAL)
FINISHED SPOT ELEVATION
X�296.00
(TC=TOP OF CURB)
EXISTING STORM DRAIN
24"RCP
W/ SIZE
NEW MANHOLE (M.H.)
NEW STORM DRAIN (S.D.)
-�
1
NEW CATCH BASIN (C.B.)
CG1o2 CG5 1
UNIFORMLY TRANSITION CURB
HEIGHT 0" TO 6" THRU
LENGTH SHOWN
NEW CLEANOUT TO GRADE
0 C.O.
EXISTING TREE TO REMAIN
CHERRY
SOIL BORING LOCATION
B-304
(SEE NOTE #4)
3
LIMITS OF CONSTRUCTION
-• - •-••-••-••-••-•
INLET NUMBER
O
(SEE NOTE #7)
NOTES
I. MAXIMUM GRADE SLOPE SHALL BE 4:1, UNLESS SHOWN
OTHERWISE.
2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
EXISTING UTILITIES PRIOR TO EXCAVATING. ANY DAMAGE TO
EXISTING UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE.
3. NEW SIDEWALKS SHALL HAVE A 2% MAX. CROSS SLOPE.
4. FOR SOIL TEST BORING NOTES, LOGS, AND LABORATORY
DATA, SEE B SHEETS.
OENR_FRo
APR 0 5 2011
owo
5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA
IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE
CONTINUALLY AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND
DEWATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH
THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND
BACKFILLED. REMOVAL OF SURFACE WATER, GROUND WATER, AND ANY PERCHED WATER
CONDITIONS, WHICH MIGHT BE ENCOUTERED DURING EXCAVATIONS, SHALL BE ACCOPLISHED BY
APPROVED MEANS. REFER TO SECTION "EARTHWORK", PARAGRAPH "DRAINAGE AND DEWATERING",
FOR ADDITIONAL REQUIREMENTS.
6. FOR STORM DRAIN PROFILES SEE SHEET CG301.
7. FOR STORM DRAIN PIPE & STRUCTURE SCHEDULE SEE CG601.
8. CONTRACTOR SHALL SPREAD 4" TOPSOIL, SOD, & FERTILIZER
ON ALL EXPOSED SURFACES RESULTING FROM THE
CONTRACTOR'S OPERATIONS, UNLESS SHOWN OTHERWISE.
9. FOR APPROXIMATE LOCATION OF EXISTING GROUND LOOP SEE EG101.
CONTRACTOR SHALL VERIFY THE
LOCATION OF THIS LOOP PRIOR TO EXCAVATING.
SITE GRADING & DRAINAGE
PLAN - CDD/SIGNAL
.. « 1 "=30'
M « W
wmj 0' 15, 30, 60' 90,
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FOR OFFICIAL USE ONLY
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
CG102
SHEET 027

1
3
5
4
U
R
0
0
NEW 6"0 GUTTER DRAIN
OUTFALL @ 1.0% MIN. SLOPE
NEW M.H. 1 �
NEW PERFORATED 48"0 SD TOP ELEV. 294.90(9 �
(RETENTION BASIN) i \
i
G103 CG5 / \
EXIST. C.B. \ C2
TOP ELEV. 286.38'
IN:281.46(SE)
IN- 282.63'(E)
OUT: 280.93'O8 \ i/ i% // / •.•' ,• 294.80
DI //// D •�• 6„ WYE
MHD GRATE: _2 r6/ ,•' I� `'%
RIM: 288, OUT7-283.27;ice ,�� •�
N / ��OUT: 26�,9 P i q,� ,•� I `, 295.20
\ a\\\ �� _� `•.��� 48"TEE \ •,�.� a �> FFL; 288.72'
• .29
2�5 \ (GYK�j
294
NEW C.B. // ���\�_ / % B �24 r
TOP ELEV. 292.00 '�� /
B �O
181'RCP ry� \294.60
MHD
RIM: 292.61' )
IN: 266.90'
OUT: 266.78'
NEW 8"0 GUTTER DRAIN
OUTFALL @ 1.0% MIN. SLOPE
i \
i
NEW C.B.
TOP ELEV. 292.50 O6 o� 294.35
i
/
TOP OF WALL @ (�
ELEV.294.60 /
294/.4'5
6"0 ROOF DRAIN OUTFACE- T C 295 15
SEE P-107 FOR CONTINUATION
8" 0 ROOF DRAIN OUTFALL-
SEE P-107 FOR CONTINUATION
1 29 25 � -9
/ C.Oi.G. I\ \ IQO C/.6J
29�.801 6. � I
/ 81. X 6 294\70� 1 1\ 11 l
D I -`
GRATE: 295.89'
OUT: 290.87'
YI
GRATE: 296.06'
IN: 291.73'(SE)
IN: 291,02'(SW) 20
IN: 290.62'(NW)
OUT: 289.55'
i
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-A2�4.h 11 I f
\ \ \ 1 I
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LEGEND
EXISTING GRADE CONTOUR
(5' INTERVAL)
- - -300 - - -
EXISTING GRADE CONTOUR
- - - 3oz - - -
(1' INTERVAL)
FINISHED GRADE CONTOUR
285
(5' INTERVAL)
FINISHED GRADE CONTOUR
284
(1' INTERVAL)
FINISHED SPOT ELEVATION
�296.00
(TC=TOP OF CURB)
EXISTING STORM DRAIN
24°RCP
W/ SIZE
NEW MANHOLE (M.H.)
NEW STORM DRAIN (S.D.)
NEW CATCH BASIN (C.B.)
■
UNIFORMLY TRANSITION CURB 0
6"
HEIGHT 0" TO 6" THRU
LENGTH SHOWN
NEW CLEANOUT TO GRADE 0 C.O.
EXISTING TREE TO REMAIN
10"
CHERRY
SOIL BORING LOCATION 9-304
TOP OF WALL @ LIMITS OF CONSTRUCTION
ELEV. 295.65
DETAIL
REFERENCE
INLET NUMBER XO I (SEE NOTE #7)
. any
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2; F F ,�
(2n
NEW M.H.
TOP ELEV. 295.00�1*���
CEDAR •�� `� NEW M.H. OVER EXIST.O3
12" 0 ROOF
EDA UNAB•6E�•TO �` DRAIN OUTFALL
rFIW- *IN ET TOP ELEV. 304.00
EAR• NOTES:
DI. MAXIMUM GRADE SLOPE SHALL BE 4:1, UNLESS SHOWN
OTHERWISE.
i.� 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
NEW M.H. EXISTING UTILITIES PRIOR TO EXCAVATING. ANY DAMAGE TO
TOP ELEV. 296.00 O EXISTING UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE.
3. NEW SIDEWALKS SHALL HAVE A 2% MAX. CROSS SLOPE.
4. FOR SOIL TEST BORING NOTES, LOGS, AND LABORATORY
DATA, SEE B SHEETS.
5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA
NEW C.B. OVER EXIST. (D IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE
24"0 S.D. CONTINUALLY AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND
TOP ELEV. 295.00 DEWATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH
THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND
BACKFILLED. REMOVAL OF SURFACE WATER, GROUND WATER, AND ANY PERCHED WATER
CONDITIONS, WHICH MIGHT BE ENCOUTERED DURING EXCAVATIONS, SHALL BE ACCOPLISHED BY
APPROVED MEANS. REFER TO SECTION "EARTHWORK", PARAGRAPH "DRAINAGE AND DEWATERING",
FOR ADDITIONAL REQUIREMENTS.
6.
FOR STORM DRAIN PROFILES SEE SHEET CG301.
7.
FOR STORM DRAIN PIPE & STRUCTURE SCHEDULE SEE CG601,
8.
CONTRACTOR SHALL SPREAD 4" TOPSOIL, SOD, & FERTILIZER
ON ALL EXPOSED SURFACES RESULTING FROM THE �fw417°/°s-
CONTRACTOR'S OPERATIONS, UNLESS SHOWN OTHERWISE._`,
9.
FOR APPROXIMATE LOCATION OF EXISTING GROUND LOOP SEE EG101.
CONTRACTOR SHALL VERIFY THE
LOCATION OF THIS LOOP PRIOR TO EXCAVATING.
SITE GRADING & DRAINAGE _.�..��.,:«:��•.��-.
PLAN -
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PLATE
REFERENCE
NUMBER
CG103
SHEET 028
FOR OFFICIAL USE ONLY
SSDGNSPECSS
SSSYSTIMEff
SSUSERNAMESS

1 1 2
3
4 I 5
L
C
0
u
LEGEND
EXISTING GRADE CONTOUR
(5- INTERVAL)
EXISTING GRADE CONTOUR
(1' INTERVAL)
FINISHED GRADE CONTOUR
(5- INTERVAL)
FINISHED GRADE CONTOUR
(1- INTERVAL)
FINISHED SPOT ELEVATION
(TC=TOP OF CURB)
EXISTING STORM DRAIN
W/ SIZE
NEW MANHOLE (M.H.)
NEW STORM DRAIN (S.D.)
NEW CATCH BASIN (C.B.)
UNIFORMLY TRANSITION CURB
HEIGHT 0" TO 6" THRU
LENGTH SHOWN
NEW CLEANOUT TO GRADE
EXISTING TREE TO REMAIN
SOIL BORING LOCATION
LIMITS OF CONSTRUCTION
INLET NUMBER
50 L.F. OF TRENCH
DRAIN @ TOP ELEV. 304.50
CG1
6" WYE @ FLELEV. 302.0± (VERIFY)
6" 0 TRENCH DRAIN OUTFALL
EXIST. C.B. @ 1.0% MIN. SLOPE
TOP ELEV. 296.91
INV. ELEV. 293.06 11
Q �
G
PSG \10
••' �
J CHtR Y
\ \ I C 3 E \
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6' WYE /
(D n -
/ \ \
'299.�0
,g \ \\ \ �24"
\\ \\ AK ) t
10 HEADWALL \\ \\
IN: 291.89' S\\ \ 1 \ 2AK304.
NEW C.B. i
TOP ELEV. 304.00 10 \\\ \\ I \\OAK /
\\ \ \ 22"/ AK�f l
® \\\\\\\\ \0 / \ 3 00.5
HORIZONTAL & VERTICAL CONTROL \\ ��{ 26" \\
IRON STAKE #11 NEW PERFORATED 2-60"0 SD 0\ 24„ AK
N: 510,764.8252 (RETENTION BASIN) \ r'S�\ \ K \
E: 1,976,489.6377
ELEVATION: 300, 05'
CG104 CG502 \ \ \ \\ 1 8 2" �\ \
NEW C.B. \ \\ \ \\AK K \\ \
TOP ELEV. 304.00 9DETAIL \\ \\ \
IREFERENCE \\\` \\\\\\\2l A
- - -300- - - 6" 0 TRENCH DRAIN OUTFALL \ \i
@ 1.0% MIN. SLOPE
---302 --- \\\\\ \\2 A285 14
284 \\\ \\ AI�
�296.00 \\\\ \\
24"RCP
10" HEADWALL \ 1
OUT: 297.64'
— v n
C
0 C.O.
sic"
CHERRY
B-304
_.._.._..-0..-......
O
CG104
5
CG104 CG501
(SEE NOTE #4)
(SEE NOTE #7)
/
/
/ SWALE TO DRAIN
\ 2 50 L.F. OF TRENCH / BEHIND NEW BLDG. '
DRAIN @ TOP ELEV. 304.50
` CG104 CG502
3� TT11 <O B 5 /' w
\ OO
/
N 'FRO
- o3APR 0 51011
CHE\RRY�\� 10\
�� „WYE
-01
\ \ 1 CHERRI\\\ HCRRY \k,..•�\ z'g�\� �� / /
/ 1
4� �\� C�HE�RY \\ \\ Xg�\� 1 fO HEADWALL N
\ 3� I CHE�RR \ \ �1\0" \ \ \/ ��\\ IN: 294!07' /�/
\ \\ O'- 4"'�� \\\ OdERRY // ` NOTES
CHERRY / "
/ /
5 °', \ \ R �/ / / gar _ 8 C� / / 1. MAXIMUM GRADE SLOPE SHALL BE 4:1. UNLESS SHOWN
CHERVY \� \ / / / �� '� Mgr/'� / OTHERWISE.
\ \ \ \ C H E R R� \ \( / / / / `� / / 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
\ / / EXISTING UTILITIES PRIOR TO EXCAVATING. ANY DAMAGE TO
\ \10" HEADWALL ;v \ / �' / 10" HEADWAL
� � ��` �-7" / 1EXISTING UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S
1 10ll�� 297.28' 1-�., HEADWALL OUT: 293.84, EXPENSE.
CHERRY/ / OUT: 296,91'
3. NEW SIDEWALKS SHALL HAVE A 2% MAX. CROSS SLOPE.
AK
Sol — / 4. FOR SOIL TEST BORING NOTES, LOGS, AND LABORATORY
DATA, SEE B SHEETS.
5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA
\ ) �O� IMMEDIATELY SUFROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE
CONTINUALLY AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND
OEWATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH
\ THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND
i
\
\
\
\
♦P
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.\
\ (r
sy
6" WYE \�c�
30 \
C.O.T.G. \\\\
,� EW 6"0 GUTTER DRAIN
DOWNSPOUT @
's 1.0% MIN. SLOPE
6" WYE
�� O�O� �;
B 4��L 0, p0 � Q 6" fly ROOF DRAIN
G.L OUTFALL
-1p; BACKFILLED. REMOVAL OF SURFACE WATER, GROUND WATER, AND ANY PERCHED WATER
/ 0 � CONDITIONS, WHICH MIGHT BE ENCOUTERED DURING EXCAVATIONS, SHALL BE ACCOPLISHED BY
�o \ APPROVED MEANS. REFER TO SECTION "EARTHWORK", PARAGRAPH "DRAINAGE AND DEWATERING",
FOR ADDITIONAL REQUIREMENTS.
0 N,\
Yy 6. FOR STORM DRAM PROFILES SEE SHEET CG301.
ORATE: 300.26'
® OUT: 297.72' 7. FOR STORM DRAN PIPE & STRUCTURE SCHEDULE SEE CG601.
HORIZONTAL & VERTICAL CONTROL 8. CONTRACTOR SHALL SPREAD 4" TOPSOIL, SOD, & FERTILIZER
IRON STAKE #2 ON ALL EXPOSED SURFACES RESULTING FROM THE
N: 510,530.9910 CONTRACTOR'S OPERATIONS, UNLESS SHOWN OTHERWISE.
E: 1,976,780.4110
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ELEVATION: 301.22' SITE GRADING & DRAINAGE 9. FOR APPROXIMATE LOCATION OF EXISTING GROUND LOOP SEE EGI
CONTRACTOR SHkL VERIFY THE �''•��S/`'�'Ly�°-
PLAN -DINING LOCATION OF THS LOOP PRIOR TO EXCAVATING. S7
1"=30' i 36060
0' 15' 30, 60' 90' Sze k//C cS 3/Z/�1 vO •2 �••
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NUMBER
CG104
SHEET 029
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FOR OFFICIAL USE ONLY I SSDGNSPECSS
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STORM DRAINAGE PIPE AND STRUCTURE SCHEDULE
PIPE
HORIZ.
PIPE
STRUCTURE
FROM
TO
DISTANCE
BETWEEN
STRUCT.
(FT,)
DIA.
(IN.)
SLOPE
%
INVERT ELEV.
N0.
TYPE OF
STRUCTURE
DEPTH
OF STR.
(FT.)
TOP OF
M.H. OR C.B.
REMARKS
UP-
STREAM
DOWN-
STREAM
1
C.B.
5.85
288.00
1
2
50
15
0.3
282.15 1
282.00
2
EXIST. C.B.
12.75
288.10
3
M.H.
10.50
304.00
FLELEV. EXIST. 12" 0 IN 295.5±
3
4
83
12
3.0
293.50
291.00
4
M.H.
6.00
296.00
4
5
25
15
2.0
290.00
289.50
5
C.B.
6.70
295.00
FLELEV. EXIST. 24"0 IN 288.6±
5
6
100
24
1.8
288.30
286.50
6
C.B.
11.51
292.50
6
7
84
24
1.8
285.50
284.00
7B
M.H.
13.93
295.00
FLELEV. 3-NEW ROOF DRAIN IN 290.50
TEE
7B
120
48 (pERFORATEDI
0.1
281.07
280.95
RETENTION BASIN
7A M.H. 13.8517 294.90 FLELEV. NEW 6"0 ROOF DRAIN IN 290.50
7A
7
153
48
PERFORATED
0.1
281.05
280.90
RETENTION BASIN
7
C.B.
11.10
292.00
7
8
72
24
1.8
282.90
281.60
8
EXIST. C.B.
5.45
286.38
9
C.B.
10.25
304.00
ADA COMPLIANT GRATE
9
10
40
2.60
(PERFORATED)
0.1
291.75
291.71
RETENTION BASIN
10
C.B.
10.29
304.00
ADA COMPLIANT GRATE
10
11
57
12
3.0
295.71
294.00
11
EXIST. C.B.
3.85
296.91
SCHEDULE NOTES:
1. PIPE LENGTH SHOWN ON PLANS OR IN TABLES ARE SCALED DISTANCES. ACTUAL LENGTHS OF PIPES NEEDED SHALL BE DETERMINED IN THE FIELD,
2. THE TOP ELEVATION OF MANHOLES, INLETS AND GRATES MAY BE ADJUSTED AS APPROVED BY THE CONTRACTING OFFICER TO COINCIDE WITH FINAL FINISHED GRADES,
DENR-FRO
APR 0 5 2011
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NUMBER
CG601
Y
FOR OFFICIAL USE ONLY
SSDGNSPECSS
SSSYSTIMESS
SSUSERNAMESS

19
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1 I 2
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MHD \ / / GRATE: 7 cps
/ RIM: 288,12 T3.27%
\ qW BOUT: 2679 ' // ♦•
OVERFLOW AND
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49 / %
MHD
RIM: 292,61'
IN: 26690'
OUT: 266,78' "
VEGETATIVE PRE-10
MIL TRATION
c��o"xr>Ks.rs•
SPORTS TURF WITH SAM
FLIER FOR PRETREATMENT
3
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/
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/
/
AREA i /
\
FFE: 288.7i \
FFL• 288.72'
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2 d STORY ♦•
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\DI
TE 2ION
N: 279.678
'($W) \
\IN: 274.99'(S)\
QUT: 274,79' �\
\
\ A
\ % GRATE: 288.10'
IN: 281.38'(W)
IN:
�i IN: 275.66'(S)
-�•♦'� OUT: 275.35'
• ♦• /or MHD
6 RIM: 288.83'
—289-\\ OUT: 275.46'
1 rll
\\ 1 n o t F` 0 •.- FFE: 288.7
DI
\ 1 1 0 ^e ., �,y \� - •♦ N: 282.23'(SW)
! �o ♦•• FFE: 304.64' / IN: 276.38'(S)
_♦• (2nd STORY) /
'-. / IN: 276.31'(E)
� 1 � I111(1111 10G DACEDAR � OUT: 276.00'
�` ., •-• /
UNAEy.E' TO t •♦' /
C G 103 GRATE: 295.89' ���''O
OUT: 290.87'
YI
GRATE: 296.06' /
IN: 291.73'(SE)
IN: 291,02' SW) 20 0Ow
OUT: 289.55'
.' ' IA
OVERFLOW AND
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off PIPE
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VEGETATIVE E
PRTREATMENT \\ \ \AK ­30
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HORIZONTAL & VERTICAL CONTROL -.•♦ � J
IRON STAKE #11 24" AK '� \ 9 �'*wc bAR
N: 510,764,8252 \\`v.� OAK \ ` \ Z' •'F' //
E: 1,976,489.6377
ELEVATION: 300.05' \ ® �•♦9 Ag
\\ OAK K�\ \\ 3' CH6Ry
ICHE R,\\ \CHE\.- \Y\\ 9�\ /� ap'K
\ \\ aFA„ y�-C�RRY \\�96iC 0 HEADWALL
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MANTENANCE ACCE\\\� \ RRY E\Y\\ �IERRy / g70
\ \\ 20" 9� \ 3'
\ CHERRIL� - /
\\\\ A�\ t,0' HEADWALL Y / 10" HEADWALL
\\ \ IN0297.28' / CHERRY/ 10" HEADWALL OUT: 293.84'
INFILTRATION IRE n OUT: 296.91'
0.1
10" HEADWALL\
OUT: 297.64'
NOTE- NO ORAMIAGE EASEMENT
IS REOUI iEO ON FORT ;q
BRAGG ' rr
ORATE: 300.26'
® OUT: 297.72'
L�
C•1.00
INFILTRATION TRENCH 2 INFILTRATION TRENCH 3
ELEVATION
VOLIJME(CF)
279.40
0
27990
378
280.40
556
280 90
34
281.40
1675
281,90
2256
232,40
2981
282.90
3684
AREA 1
ELEVATION
VOLUME(CF)
289.25
0
289.75
160
290.25
320
290.75
480
291.25
840
)91.75
800
29225
1026
292,75
1261
293,25
1516
293,7.5
1789
29425
2071
294.7.5
2354
9525
2627
295.75
2881
DRAINAGE AREA
DELINEATION PLAN
1 "=50'
0' 25' 50' '00, 150'
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PLATE
REFERENCE
NUMBER
CG801
SHEET 044A
IRON STAKE #2
N: 510,530.9910
E: 1,976,780.4110
ELEVATION: 30122'
FOR OFFICIAL USE ONLY
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SSDGNSPECSS
SSSYSTIMESS
SSUSERNAMESS
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