HomeMy WebLinkAboutZ-7216 Map 60
EDGE OF PAVEMENT V!
TAYLOR LOOP ROAD--�-
V1
FOUND h- REBAR
S TE
PROPOSED
HINSLOR
oLAN
T R,��T
SLOPE
S-UBDIIVIS ON
FOUND )¢" REBAR
(� I
V I
O
R -2
j JULIA CYPERT (TRUSTEE)
1 I I I I I
PROTECTIVE FENCE ONE FOOT
B
I J I IJ J I BASIS FOR BEARINGS OUTSIDE OF BUFFER
1n #
I FOUND Y2" REBAR N 89000'06" E 420.38'
I I I I J I <�
/ / I I I I J I N 89'00'06" E N 89 QO' e6" E
3 odue TH TEO �CUpg INET I , -
/ �a H FOqU
r8I I I T75' OF RO s zoI I I eo I I /<+�o I I I ♦ I I I lv�-
I I s+x I fz+eo
�y�gL I I/ I I- yI/ I ` I q I I_ z+ / / z+ag/ t+eo t+zo - - a+ao o+a, \ \
I - W W - I T - n!
I W --I- �W/ry!a f� T 70.2 N 22°33'24" E S S 4 j �IS SIS�_S5.$0 I S ice-- SI T 368: Cj 369d
3 320 { e0 4+b {+ I s+OO� '[ 2 0 \
t I- -I-- - -\- 1' �-I- I{- - + $4i�e' / r sow _ --S+ea
40.49' ~ n -� \ - - - 1 - 13iT
6 . 3 I- I I I 8.4 jTp. 4 -I + s.ae +�--
I PROPOS D 14 IS rv�R\LIN(E I 1 I I I c 36. coq 6
\ I I I \
It I / �c \ \
f I
�I / 7.36 GH�U/�
I I I I I I I I d I _ I_' 1. 7.45
5+ ar I5+ I 4+eo , 1 I I 1 T 3�I6y.76 I -'' -- _�__,_ 375455 / T 2.45 / _
I _ _ \_ �° _ °° 1 GI 368.2_"'j_'T'r T:'TrS.E{0 _ ++o _ G 1.95 z+oal t+ya- -1- ++ao� o+eu*°
-I I I '+ 11 il_ I 1 37 0 �.-~
�N 05005'42" W \J i I / I'w` �{/ i I I I M I I I I I I 0 3 .35 / T37.69 \
P T C I I I I jI G 37 .39
\48.53 I I I I �' },o / '7' ETbP�OFRILdPE- I I I I
3 I• / / I T 08' Il I IT
4. 0 T 3 5.�5
�� I G 367.3 I I 3. 0 G 3 5. 5 I I I e I \\ \ \ t
\J I I I I I T13 8 8 T 0 T 5. 3 n I III I M e� \\ \\ \
G1l37 a l I I I I�`a.o i c13s143 I I I I ) j Il I '° --�� �� \\ M
o + , I a N \\\ \ \\ o
9! 5 A 5+2 ,\ I I +e I I 4+ I ' ' +00 I I 3+T T 40 I I 3+�0 I I I I 0 I I f 499 I I I e O
N 26042'45 W �� --� �- rl I- �r I I- -1 i - - - d fiL49 +�-- \ a5 ,+za
35.89' C I I I� I I I I� 44
G 69 I ' I y 7Jt.09 I +4a I 3 5.4 37.4 T O 43� - --_
\ \ \ 1 \ I I I I I I I I I I I / I I - T'T -Inl I 1, ' I 1\ IG 375.0 G Ei7'/.93
T'-'lIT n I
I I
IIh[T4 R4lI 4J
M81 5V FT.�Ito 3 c:O 4"
a hC37�aiRE j 7p6'0 I
o
T 73.00
�
I I I ( I I
3 \ `\ I I I I I I I f I G 7Z 50\ \ \ H AC 1 \ I I I I I \
,% s.es \\ _ N'"eP I I ' 4o I too I I ��w I 3+2a \ \ \ T\ 3 8 -I �\ T .92
-y---I - ---F- - \ ,
eh , I l �I _ .-.I_ _ _ �I_ nG 3 H� �z+an, \- ^fiG 6_42 ,+x°
3 8.54 37-JIF.G�61 3 .58 \
Ir \\ ERCEPT R ` \ \ \ \ I GRaD \ I II g 1 \
N WO (AS E DED) \ 1 / 37950 I 11 \ \ \ \
1 I�
� � / 1 �� 1 1 � I 1 � I � I III i I I i \\ I►
I o r� \ �\\� \ 1, / , , � � I I, � 1 � , I I ► 1 I I I
JI I I I O 4.e7 +ao \ 4iwo I 1 a 7' s+eo I � I 3 o I {40 2+90 so
Od NO�p 3 60 J37 .5 92 378.5
3 .34 r GI 378.
3V . 81 \
I I 0 GI
CURVE DATA O \ITO 20
\RADIUS: 612.21
\
(o \\ \ \\ \\� IIII n\ 27
ARC LENGTH: 24 .58 \ \ \' \ �\ \\ , I I I I I 1 / \ V- UFFiV
CHORD 44 2 N ' • 3
BEARING-' 1 \
N �\ W
\ \\ 1 11 I I I 1 36 \ �� \
CHORD LENGTH: 242.96 4+ 5. I I I I I I_.+oi I 3+ea RRppp0�6 37.6.9 {+2a\
RESIDENC T 3 .}0.p T \37fi, 4 s7 .34 376 B 3 .35-
\ \ 37.00 G 6.53 G 376. is \ .4 [\3 .85\ \
EAST BACK OF URB OF HINSON ROAD Q \\ \ \\\� \ \ \\\\ \ \ \ \ `\ \ \ \ , \ 4a_ 0 I 376 4
376. 4
\\ la fiVAC OD\\ \\ \ \ \ \ `01
�\ \ \\
\\ \ \\
N o+'e� RESIDENTI ,LOT 1 \ a o
---3SQ. . \-�\�
0.421 ACRES \
o\\ W
o+ao01 000a
------ ---�- -I-�
DSa.O
ARRAC: LEo f; 157.On \
/ CHORVBEARING: N 40'00 W \
CrD LENGTH: 10t+_00'
a+eo 1
Rte, i t
T6 o \
RAD: 50.0'
ARC LENGTH: 63.11%
CHORD BEARING: J( 36'09.36" W
\ CHORD LENGTH: /59.00•
�a_ J
ft
o+�- so
-
\
_ i ---I
\ 1 \ \ \ \ \ I \ \ \ \\375.6 7
J ,�• � �\ \ \ I `I �\\\\\`\�\ �\\ � \ \ \ \ \ \\ \ \ \ \ \� \375.,
\ \ \ \ \
4+ .65 {+ 1 1 1 1 1 \4 \ 0 \ \ \ \ \ \ \ \\ +Y0 \ \ \ I \ + \ 2 i t- 2+ o\ 11+RL-3W_Ld LLAL
� \ 4�, \
�-+\- \\ T 3 4 41 \ \ 3 \ •P`eo a _ -
- \ 37439 c'R.6>3 348\ o � v �- \
1T5�5 SQ. FT. \
,1 i ,\ \ I I• 1\. \ \ \ \ \ \\ \ \ \ \ \ \ �8® \ \ \M�\0.403 �R \\
Q -r 1 �I 1 1` \ 1 \ \ \ \ \ \ \ \ \ \ T d \ T 3 a \ \ \ \ \ o \
I I+� I , \ \ \ \ I \ \ \ G 3. 6 �O G 3
74. 6
1 \ 1Ip' 1 `� 1 \ 1 I ! •' jIV 1 1 1 \\ \\ \ \\ \ \ \ \T \ \ \ \ \A(.I. PAhEMENT qND �NDSC�ePE ISLANDS \ \ \ry \ \ \ \ \ \ \ \ u
WI LLNHAVE U CITY�OF LI"Tt,E ROCICc�
1 I \ \ I \ \ \ \ U91GHT`-CLASS CURB \\ \ \ \
® 4+ .as 44 I II I x1001 I I 1 I 1 1 \ 3+� \_ -\+�\ \ +Y\ \ \ \ \ \21 \ \ \�S ca xf \ \ \ \ \ Z+00 \ \ \ \+ \ \ \ t+z� \ \ \a+may \ \ \
2 r JJJI .4-T
i ��� �\ ; -\ \ \\ \\ \oI \�~-�-i0 _ ' \+ -�cl-- \ �� - \ -� - +-\\ -�-- -- �� +-\`c
4+ e.4 4a \I , I I 14+ 0 I Al�� 3+ \ \ 320 \ �� z+®a \ \ zW0 \ z280 \ X \ \ 1+20 \ \ +e0 \ o a+.o\ \ \ t
�' 1 C \ \\ -
1{.0
A \ 1+ \ \ \ \ \ \
�ry°0 o V• 1 1 1+ 1' a oe.uz\
exsa\� 1\ \ \I \ ,+e\o\ 2+00
4+ 7.Be \4\ \� � - \ \ F -\ 0,
\ 2+80\
+e \ \ o\ z+40 \ \ \ \ \- + \ 1 \ \ \ \ \ \ \
+ \ t+e 1 t+zo a+qo \ \ o+aa \
CURVE DATA - �- \--�--I- -
-------\---- �+----
RADIUS: 442.18' \ R�oDG -1
ARC LENGTH: 100.46' ` \�\�\\ \ \ \ \\ ` 5. BFFER\
14 \ \\\ \\\ \ \ \ \ \ � �� � \ 1 I � I � 1 88•, 6 9" W , D .GD
CHORD BEARING: N 1 6°51'02" W �\ \ \\\\\\ \ \ \ BS'16.09" w 3 4.56\ 1 l I t 1 1
CHORD LENGTH: 100.24' 6'09" W 424.56'
a
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
92 PARKING SPACES SHOWN AT 9'x20'
4 HANDICAP PARKING SPACES SHOWN
AT 13'x20' ALL ISLES 20' MIN.
NOTE: BUFFERS MUST REMAIN
UNDISTURBED EXCEPT AT DRIVEWAY
AND UTILITIES
NOTE: ALL EXTERIOR LIGHTING WILL
BE LOW INTENSITY AND DIRECTION
CONTROLLED
BOC
FOUND )4" REBAR
FOUND 1" STEEL ROD IN LONGLEA
ADDITION S86'48'19"E 11.33' FROM
CORNER
4+00
NOTE: CONTOUR ELEVATION DATUM
IS 4.9' LOWER THAN DATUM FOR
3+80 PAGIS MONUMENT 2063-0061
3+00
2+50
FOUND 2" BRASS CAP, MARKED "PAGIS
2063-0061" (LONGLEA ADDITION)
PROPOSED CURB
FOUND 3/4' REBAR
(LONGLEA ADDITION)
PROPOSED 8" SEWER
1 + OY BEAR DRIVE
R. o. W.
FOUND 1/2" REBAR
1+00 (LONGLEA ADDITION)
0+50
0+30
0+00
FOUND 1/2' REBAR
FOR LONGLEA ADDITION
14.85' NORTH OF CORNER
POINT OF BEGINNING
SOUTHEAST CORNER
NYz NEY{ SWY4 SECTION 19
T -2-N R -13-W
NOTE: ALL LANDSCAPE AREAS WILL
BE IRRIGATED AND PROTECTED BY
CONCRETE CURBS
NOTE: Rings and Cover ane 24" standard
sidewalk type. All proje.H. through pavements
such as manhole rings, valve boxes, ete. are to
be wrapped with Ezpanalon Joint Material
to prevent bond with concrete.
A4� Min. -{
16 Bars 0 6' O.C. Both Ways Imo,
MANHOLE
0
e
®
N
C -4
O
J
o
z
0
J
S TE
PROPOSED
HINSLOR
oLAN
T R,��T
SLOPE
S-UBDIIVIS ON
FOUND )¢" REBAR
(� I
V I
O
R -2
j JULIA CYPERT (TRUSTEE)
1 I I I I I
PROTECTIVE FENCE ONE FOOT
B
I J I IJ J I BASIS FOR BEARINGS OUTSIDE OF BUFFER
1n #
I FOUND Y2" REBAR N 89000'06" E 420.38'
I I I I J I <�
/ / I I I I J I N 89'00'06" E N 89 QO' e6" E
3 odue TH TEO �CUpg INET I , -
/ �a H FOqU
r8I I I T75' OF RO s zoI I I eo I I /<+�o I I I ♦ I I I lv�-
I I s+x I fz+eo
�y�gL I I/ I I- yI/ I ` I q I I_ z+ / / z+ag/ t+eo t+zo - - a+ao o+a, \ \
I - W W - I T - n!
I W --I- �W/ry!a f� T 70.2 N 22°33'24" E S S 4 j �IS SIS�_S5.$0 I S ice-- SI T 368: Cj 369d
3 320 { e0 4+b {+ I s+OO� '[ 2 0 \
t I- -I-- - -\- 1' �-I- I{- - + $4i�e' / r sow _ --S+ea
40.49' ~ n -� \ - - - 1 - 13iT
6 . 3 I- I I I 8.4 jTp. 4 -I + s.ae +�--
I PROPOS D 14 IS rv�R\LIN(E I 1 I I I c 36. coq 6
\ I I I \
It I / �c \ \
f I
�I / 7.36 GH�U/�
I I I I I I I I d I _ I_' 1. 7.45
5+ ar I5+ I 4+eo , 1 I I 1 T 3�I6y.76 I -'' -- _�__,_ 375455 / T 2.45 / _
I _ _ \_ �° _ °° 1 GI 368.2_"'j_'T'r T:'TrS.E{0 _ ++o _ G 1.95 z+oal t+ya- -1- ++ao� o+eu*°
-I I I '+ 11 il_ I 1 37 0 �.-~
�N 05005'42" W \J i I / I'w` �{/ i I I I M I I I I I I 0 3 .35 / T37.69 \
P T C I I I I jI G 37 .39
\48.53 I I I I �' },o / '7' ETbP�OFRILdPE- I I I I
3 I• / / I T 08' Il I IT
4. 0 T 3 5.�5
�� I G 367.3 I I 3. 0 G 3 5. 5 I I I e I \\ \ \ t
\J I I I I I T13 8 8 T 0 T 5. 3 n I III I M e� \\ \\ \
G1l37 a l I I I I�`a.o i c13s143 I I I I ) j Il I '° --�� �� \\ M
o + , I a N \\\ \ \\ o
9! 5 A 5+2 ,\ I I +e I I 4+ I ' ' +00 I I 3+T T 40 I I 3+�0 I I I I 0 I I f 499 I I I e O
N 26042'45 W �� --� �- rl I- �r I I- -1 i - - - d fiL49 +�-- \ a5 ,+za
35.89' C I I I� I I I I� 44
G 69 I ' I y 7Jt.09 I +4a I 3 5.4 37.4 T O 43� - --_
\ \ \ 1 \ I I I I I I I I I I I / I I - T'T -Inl I 1, ' I 1\ IG 375.0 G Ei7'/.93
T'-'lIT n I
I I
IIh[T4 R4lI 4J
M81 5V FT.�Ito 3 c:O 4"
a hC37�aiRE j 7p6'0 I
o
T 73.00
�
I I I ( I I
3 \ `\ I I I I I I I f I G 7Z 50\ \ \ H AC 1 \ I I I I I \
,% s.es \\ _ N'"eP I I ' 4o I too I I ��w I 3+2a \ \ \ T\ 3 8 -I �\ T .92
-y---I - ---F- - \ ,
eh , I l �I _ .-.I_ _ _ �I_ nG 3 H� �z+an, \- ^fiG 6_42 ,+x°
3 8.54 37-JIF.G�61 3 .58 \
Ir \\ ERCEPT R ` \ \ \ \ I GRaD \ I II g 1 \
N WO (AS E DED) \ 1 / 37950 I 11 \ \ \ \
1 I�
� � / 1 �� 1 1 � I 1 � I � I III i I I i \\ I►
I o r� \ �\\� \ 1, / , , � � I I, � 1 � , I I ► 1 I I I
JI I I I O 4.e7 +ao \ 4iwo I 1 a 7' s+eo I � I 3 o I {40 2+90 so
Od NO�p 3 60 J37 .5 92 378.5
3 .34 r GI 378.
3V . 81 \
I I 0 GI
CURVE DATA O \ITO 20
\RADIUS: 612.21
\
(o \\ \ \\ \\� IIII n\ 27
ARC LENGTH: 24 .58 \ \ \' \ �\ \\ , I I I I I 1 / \ V- UFFiV
CHORD 44 2 N ' • 3
BEARING-' 1 \
N �\ W
\ \\ 1 11 I I I 1 36 \ �� \
CHORD LENGTH: 242.96 4+ 5. I I I I I I_.+oi I 3+ea RRppp0�6 37.6.9 {+2a\
RESIDENC T 3 .}0.p T \37fi, 4 s7 .34 376 B 3 .35-
\ \ 37.00 G 6.53 G 376. is \ .4 [\3 .85\ \
EAST BACK OF URB OF HINSON ROAD Q \\ \ \\\� \ \ \\\\ \ \ \ \ `\ \ \ \ , \ 4a_ 0 I 376 4
376. 4
\\ la fiVAC OD\\ \\ \ \ \ \ `01
�\ \ \\
\\ \ \\
N o+'e� RESIDENTI ,LOT 1 \ a o
---3SQ. . \-�\�
0.421 ACRES \
o\\ W
o+ao01 000a
------ ---�- -I-�
DSa.O
ARRAC: LEo f; 157.On \
/ CHORVBEARING: N 40'00 W \
CrD LENGTH: 10t+_00'
a+eo 1
Rte, i t
T6 o \
RAD: 50.0'
ARC LENGTH: 63.11%
CHORD BEARING: J( 36'09.36" W
\ CHORD LENGTH: /59.00•
�a_ J
ft
o+�- so
-
\
_ i ---I
\ 1 \ \ \ \ \ I \ \ \ \\375.6 7
J ,�• � �\ \ \ I `I �\\\\\`\�\ �\\ � \ \ \ \ \ \\ \ \ \ \ \� \375.,
\ \ \ \ \
4+ .65 {+ 1 1 1 1 1 \4 \ 0 \ \ \ \ \ \ \ \\ +Y0 \ \ \ I \ + \ 2 i t- 2+ o\ 11+RL-3W_Ld LLAL
� \ 4�, \
�-+\- \\ T 3 4 41 \ \ 3 \ •P`eo a _ -
- \ 37439 c'R.6>3 348\ o � v �- \
1T5�5 SQ. FT. \
,1 i ,\ \ I I• 1\. \ \ \ \ \ \\ \ \ \ \ \ \ �8® \ \ \M�\0.403 �R \\
Q -r 1 �I 1 1` \ 1 \ \ \ \ \ \ \ \ \ \ T d \ T 3 a \ \ \ \ \ o \
I I+� I , \ \ \ \ I \ \ \ G 3. 6 �O G 3
74. 6
1 \ 1Ip' 1 `� 1 \ 1 I ! •' jIV 1 1 1 \\ \\ \ \\ \ \ \ \T \ \ \ \ \A(.I. PAhEMENT qND �NDSC�ePE ISLANDS \ \ \ry \ \ \ \ \ \ \ \ u
WI LLNHAVE U CITY�OF LI"Tt,E ROCICc�
1 I \ \ I \ \ \ \ U91GHT`-CLASS CURB \\ \ \ \
® 4+ .as 44 I II I x1001 I I 1 I 1 1 \ 3+� \_ -\+�\ \ +Y\ \ \ \ \ \21 \ \ \�S ca xf \ \ \ \ \ Z+00 \ \ \ \+ \ \ \ t+z� \ \ \a+may \ \ \
2 r JJJI .4-T
i ��� �\ ; -\ \ \\ \\ \oI \�~-�-i0 _ ' \+ -�cl-- \ �� - \ -� - +-\\ -�-- -- �� +-\`c
4+ e.4 4a \I , I I 14+ 0 I Al�� 3+ \ \ 320 \ �� z+®a \ \ zW0 \ z280 \ X \ \ 1+20 \ \ +e0 \ o a+.o\ \ \ t
�' 1 C \ \\ -
1{.0
A \ 1+ \ \ \ \ \ \
�ry°0 o V• 1 1 1+ 1' a oe.uz\
exsa\� 1\ \ \I \ ,+e\o\ 2+00
4+ 7.Be \4\ \� � - \ \ F -\ 0,
\ 2+80\
+e \ \ o\ z+40 \ \ \ \ \- + \ 1 \ \ \ \ \ \ \
+ \ t+e 1 t+zo a+qo \ \ o+aa \
CURVE DATA - �- \--�--I- -
-------\---- �+----
RADIUS: 442.18' \ R�oDG -1
ARC LENGTH: 100.46' ` \�\�\\ \ \ \ \\ ` 5. BFFER\
14 \ \\\ \\\ \ \ \ \ \ � �� � \ 1 I � I � 1 88•, 6 9" W , D .GD
CHORD BEARING: N 1 6°51'02" W �\ \ \\\\\\ \ \ \ BS'16.09" w 3 4.56\ 1 l I t 1 1
CHORD LENGTH: 100.24' 6'09" W 424.56'
a
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
92 PARKING SPACES SHOWN AT 9'x20'
4 HANDICAP PARKING SPACES SHOWN
AT 13'x20' ALL ISLES 20' MIN.
NOTE: BUFFERS MUST REMAIN
UNDISTURBED EXCEPT AT DRIVEWAY
AND UTILITIES
NOTE: ALL EXTERIOR LIGHTING WILL
BE LOW INTENSITY AND DIRECTION
CONTROLLED
BOC
FOUND )4" REBAR
FOUND 1" STEEL ROD IN LONGLEA
ADDITION S86'48'19"E 11.33' FROM
CORNER
4+00
NOTE: CONTOUR ELEVATION DATUM
IS 4.9' LOWER THAN DATUM FOR
3+80 PAGIS MONUMENT 2063-0061
3+00
2+50
FOUND 2" BRASS CAP, MARKED "PAGIS
2063-0061" (LONGLEA ADDITION)
PROPOSED CURB
FOUND 3/4' REBAR
(LONGLEA ADDITION)
PROPOSED 8" SEWER
1 + OY BEAR DRIVE
R. o. W.
FOUND 1/2" REBAR
1+00 (LONGLEA ADDITION)
0+50
0+30
0+00
FOUND 1/2' REBAR
FOR LONGLEA ADDITION
14.85' NORTH OF CORNER
POINT OF BEGINNING
SOUTHEAST CORNER
NYz NEY{ SWY4 SECTION 19
T -2-N R -13-W
NOTE: ALL LANDSCAPE AREAS WILL
BE IRRIGATED AND PROTECTED BY
CONCRETE CURBS
NOTE: Rings and Cover ane 24" standard
sidewalk type. All proje.H. through pavements
such as manhole rings, valve boxes, ete. are to
be wrapped with Ezpanalon Joint Material
to prevent bond with concrete.
A4� Min. -{
16 Bars 0 6' O.C. Both Ways Imo,
MANHOLE
2- #6's
Across Opening
Depress ggu
at thr
Subgrada
1/2" Expansion JolntJ io 12 #6 Sara -' \-1/24 Expansion Joint
A -_J
PLAN
7- #6'a
Across Opening
Depress ggu
at ihr
f
N
a E
a
W
CURB INLET
CIRCULAR MONOLITHIC
CONCRETE CONSTRUCTION
(NOT TO SCALE)
I -Ring A Cover
Soil Pipe 4" Soil
6"
1 Ring Cover
Soll Pipe
4'-0" Min.
SECTION A -A
_ 2- #6's
Across Opening
Depress gutter
of Throat
4'-0' Min. I I
SECTION A -A
STORM WATER
DETENTION OUTLET STRUCTURE
(DOUBLE -THROATED INLET)
z (NOT TO SCALE)
0
LI
AF;
AS NO
v 1iV THE PL3m:,
A1Y''iUtF,L�Oh L f
BY:
C,
DATE: --
30' 1 30'
BAR SCALE: 1" =300'
6"
O 6"
,I Top Relnf.
Elev. 93.5
hit
2- #6's
Across Opening
Depress ggu
at thr
Subgrada
1/2" Expansion JolntJ io 12 #6 Sara -' \-1/24 Expansion Joint
A -_J
PLAN
7- #6'a
Across Opening
Depress ggu
at ihr
f
N
a E
a
W
CURB INLET
CIRCULAR MONOLITHIC
CONCRETE CONSTRUCTION
(NOT TO SCALE)
I -Ring A Cover
Soil Pipe 4" Soil
6"
1 Ring Cover
Soll Pipe
4'-0" Min.
SECTION A -A
_ 2- #6's
Across Opening
Depress gutter
of Throat
4'-0' Min. I I
SECTION A -A
STORM WATER
DETENTION OUTLET STRUCTURE
(DOUBLE -THROATED INLET)
z (NOT TO SCALE)
0
LI
AF;
AS NO
v 1iV THE PL3m:,
A1Y''iUtF,L�Oh L f
BY:
C,
DATE: --
30' 1 30'
BAR SCALE: 1" =300'
6"
O 6"
,I Top Relnf.
Elev. 93.5