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714�
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230 150'V.C.'-- 15 0 C
o o
_ N N N
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p Z co r + M Lj
Ln Ln o o � °o L rn o �
I! N � Ln o I\ N m � N '-' N w W-
220 + + p - L� o ' N -
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_.-.- QD O N N r _ci M Ol
100' V.C. 100' V.C. o w o Ln No o "J � r- o- o 0 0 ° o rn w+ 1 �, r- � `` -
c m JLLJ + N N p W^ CV__CD N Lf� to 0) r + LJ - --
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• _._ _-.---- ' = r w r J W r J W �' LLjW--_; r W - r I-- ON` r LLu
rn i. + w
210 - w W w w r J�EXISTING GRA €-
co -' CDn L a 30' IGHT
CD
00 oLn r
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o -
OJ } "
r Lf) tD rn ( O k�� �O
4111-
o Ln rn W ea
200 M L� co Ln Nco
- n o r (� r �r + r W e �, 3 -__ 6
0' 11+ � r o N � w' Q r W o EXISTING GRADE 30' LEFT
M - J J (O''
c\j+
'r- ° - ? w L" w W k��° �5 C/L EXISTING GRADE-
Ln -
.- -
r, r w w 55
r� __-
n o pci o w W w INLET 11
--
19 0 n r+, • �. - > > r 0 3317+08.56 38' LT .
r _ W W W , f0 L.F. 12 -.
po r o O0 - w w S'� I E 199°36 -- PERFORATED PIPE
-- -
GRATE i 96. 8r
Lo `' !n _ a- - E. 8" OUT -1-9fr� 196.66 _ SLOPE 2%
r- -
Lo
i
�+� m Wcy) -zi 1 a 3�'0 ' p8� C B.
° - _ -_
W w w w w - �4.13 5-0' 16+57.56 17' LT. C.B. 6 TYPE 2 C.B. 19
J - J -� _j - " GRATE i94.92 194.23
1 80 w w w- - w w - 12 1 18+90.39 17 LT 18+90.39 17 RT .
0 - --- - I . E . 8" I N ;-off- 189.28 GRATE -fi96- 39-197.41 GRATE-1-9f-39- 197.34
XISTTNG GRADE 30' LEFT -_ M k�2 -__ I.E. 12" OUT-� 189.33 193.39
- _ " " - OUT-1-93-�9-
C/L EXISTING GRADE- t __
I.E. -12 IN 1 9.50 I.E. 12 IN &
�' -- --- - - I.E. 12" OUT WITH OIL 12" 34' S-0.1144
I5+50 17' L- .
SEPARATOR -i 89-. 88-188.96
+0.50%
.--- ,� 011� GRATE--&3- 184.72 --
�2" 11 5� - I.E. 12" IN &-180.44
+- + - - 15°� ° I.E. 12" OUT 180.17
EXISTING GRADE 30' RIGHT 28 S= 0423
0•
271• OPEN DITCH
H.
1 6 0 13+9585' RT. - _ �-- MINIMUM 36 SQ. FT. RIPRA
INLET 21 TOPiF3.41- 174.06
13+60.66, 17' RT. i I.E. 12" IN-1-65-9 168.71
GRATES 171.94 -I.E. 3-8" IN IN S'0'053 l ENTRANCE
ico �9 -168,3
I E. 8„ OUTS-,T- I E 12" OUT WITH OIL STANDARD A[HMTNHM APRON AT END
21 22LO
100,
V.C.
CD
o zCD
_0
co
co
o o � a N
Ln M - . EXJSTING GRADE 25' LEFT M
N
o N N .
z°
l0 r- + L2
-C/L EXISTING GRAD
pN [V -
o
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c A N
O
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N
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Old
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Hr
W r- W N - -
C LLJ W -
-
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W LJ +
of
Lu
o w
0.40%
W
I' 210
0 EXISTING 12"'`
14 `+ EXRSTING C.B.
E TING GRADE 25'- RIGHT. -
-
- 12 "' 21 +50.49± l 7 ' ±, LT.
GRATE 223 ,14 -
I.E. 12" IN 219.46
1
122
C.B. 7 I.E. 12" OUT 218.98 r-
S�0
21+11 17' LT.
_
GRATE -�18 219.16
I.E. 12" IN 216..E 216.65
I.E. 8" IN-216-`-9- 216.56
I . E t-12=' OUT-216.56
INLET 20 -$
21+11 17' RT
GRATE z219H I 218,22
EXISTING GRADE
I.E. 8" OIIT '"�-217, 97
-
_
_ O
APPROXIMATE FINISHED GRADE
y
-
loor
- -- --- _ 0315
OPEN -.gQ= S-0• Ll
--
180.83- -
-- C.B. TYPE 2 -
- -
-
18+90.39 17' LT. -
180 -
�'
GRATE-;-46-� 197.41
MINIMUM
OUTFALL
36 SQ. FT. RIPRAP -
-
I.E. 2-12" IN 189--69-189.5
STANDARD ALUMINUM APRON AT END
I.E. 12" OUT WITH OIL
183.70
SEPARATOR 189.88 188.96
170
8M.H.
- 12„ �50 00 381 168.89 SEPARATOR -�fr8-3$- 168.46. M . H . 4 I.E. 171y92
1+66.76 5' LT. _ 1(0�
INLET 22 LET 22A TOP -1.6z'1.68 165.57 r
14+02.5 35.5' RT. 13+95 17' LT. I.E. 15" IN 45-8-.-6-7-158. 2
GRATE "�- 172.74 GRATE--3�3-173.67 _-_I.E. 12" I N--T5&.--9-2--158 6
I.E. 811
OUT -1-78:-88 I.E. 8" OUT--Tro-49- 171.05 I.E. 18' OUT WITH OIL
81' 32 169.55
_ IF :' SEPARATOR --rw-� v157.97
--_ 15 0
/1+77.72. - --
M.Ii: 4 r-! OPEN DITCH \
57 pC UTILITu MINIMUM 36 SQ. FT. RIPRAP X`11\o
EASEMENT ENTRANCE o
STANDARD ALUMINUM APRON AT END 2\
/ I.E. 171.92 0 >
MINIMUM 36 SQ. FT. RIPRAP
�`�'1`° / Gj� 52 Q
o ox / !. 44
z
��.. ��� `V OUTFALL.. 39
o / / Qom• ��--ww� STANDARD ALUMINUM APRON AT END
7�6. / s�' / _J 45 I . E . 1 E33.33 NEW ;k25k
M
�NA
�, >> C:)1�k�10 0 �A'E
37
X'\�� R zo' � 51 SEESHEET 5 43
\ 8" INLET 18
4 11+57.52 17' LT 38
•C,B;, 7
INLET 17 s� 1cw 21+11 17' LT,
11+20.5 17' RT.-
40
Q
/ \ X 46
3
5
S 0 6� ' - 21+42 +
if 9L �� 41 S�' 6A MATCH EXISTING
�, ,�0� �, , s ` \ �� 3\S'C 220' 0 -INLET 20� CURBS &PAVING
O' o`L p \�',, "'o, ` o y N Cj • 12 13 21+11 17 RT,
pk92 2 42 12B OILTSEPARATOR 2
18+90.39 17 LT.
36
z
J' N -INLET 11 ,�ok 19
0 oa 17+08,56 38' LT,
230
220
= 210
49 �. 50\ \ ° 9 56 Zp 32\ Q 25' ACCESS AND
0 47 s \ o �1 203 $ 3g\ E UTILITY EASEMENT \
AF,k00 5 89 0�3o.00
18B90139 17' RT- 35 R
Q0 O
REVISED Tr' ^CNFORM 13 "" S `'�' •01 6g CONNECT 12" PERFORAT D
-M,H, 8 12 CIL . SEPARATOR 48 CAB, 10 �'� `�, u, f 500° % PIPING TO C.B. 19 FI TNGS
TO CONSTRUCTION RECORDS \ 13+95 5' RT� 16+57,56 17' LT,- � 0' cA `PERFORATED PIP � . NOTES:
INLET 22A on
y 's s� ��AS REQUIRED
ARSTAD A131-1 IMF �:-,,.. JLIN__3 1979
.� � �= 87°23'39" \ k'9 34 PAVEMENT ELEVATIONS SHOT EVERY 50', DESIGNGRADES �` �� �
INLET 21 �- 13+95 17' o� 12 100 L-.i . PERFORA D PIPE ``'
o � R = 168.00' k \ A1k00 CROSSED OUT &ACTUAL ELEVATIONS WERE DRAFTED ON f��sTER�° `�
T� t - 7 __. -._ 13+60.66 17 RT,-- 8,, L = 256.25' 2\ PLAN.
13+ 40, ` T = 160.53' ,2 NAL
2,) STORM GRATES &INVERTS WERE SHOT &DRAFTED ON
T.C. 60.66 20 �L�' .�--� 33 � PLAN. 1 %2.25 ,6k�0 JOB Nt 800 - 03
14 , oo' o �� 12�-- S�' APPROVED BY: JOINT VENTURES INC. DATE SEPT, �s7?
�� x,fix°' � 759.i'lI 1� 3\S� SCALE H:I =4J,V1 =I
DRAWING B.F , .C.L _.
_ 32-----_---
� .98 - - -- _ A aaRnvcn
''' - -- VICTORIA PARK 4 CHECKED B
/ N / _d TE
"� INLET 22 I \, 15+00 PROJECT ENGINEER ATE
14+Qr2• 5 ,' - - _ 31 ? , �7 HARSTAD ASSOCIATES INC ROAD AND STORM DRAINAGE - -
1 L.L. ADDED INLET 22A CORNER CURB RADIUS AND UTILITY 3-21-7a' K.T. 3 .5 RT � 4, _
EAS / / �� 1�0*--C.B. 9 CHIE f E fYGI E E R DATE ENGINEERS • PLANNERS SHEET
PLAN AND PROFILE 3
X 30 of 5
1 / 15+50 1 ' LT.
REV. NO. DRAWN BY REVISIONS DATE APPROVAL , xop� �'
u