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CONNECTION & IMPROVEMENTS
TO SUNSET BLVD.CD
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13 134 1�Q 132A LF-12"CMP @ 4 CB#4-TYPE I \ \ Rg0,1 ` o
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GRATE EL=127.9f1130.11 \
IE=124.12 (12") 127.11 \� �Q „ �32,5, Q)
-13p NOTE: ALL ELEVATIONS SHOWN REPRESENT FINISH 130 \ \ \
GRADE @ TOP OF PAVEMENT. TOP OF CURBS ARE - ~�
12� _126 128 0.5' ABOVE ELEVATIONS SHOWN. ���\\\ �TOTq( DUCT ` o
77_
80
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126.37 GB Q 1 } \ \�\��\ �co
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I �120.88` / ��---\ \`�I2 �\\--------- --
1�0 121.78- o _ 6, �, -126
1 \ `' 126.01 GB
/`-------------124---- it ---�
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120.52 GB`�--6.03% `.\ -�- - 6.0%-
\.\ CB#14`-TYPE I co a i� 1`� ,?` ti�\\ --122
GRATE f< _
16 u895 \ 125.17
(12") 114.�S ,�123.75 --- ---�/ ~ �' �'- ------ - -_-__- -1
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_12�0 16
tiff N j �sAIL 125.50-\ ��/ \ Ri/ 13 1`O----------_-_,__- -__ 11 -
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ca 1 < 124.24 CB#3-TYPE I---/,// '� � 119. 46 <�ti<'<----------- `114---_---- - - 116
120.52 J r-- GRATE EL= ' 112
- - IE= _ _.N) 119.04(----------
I 0 '/ r - =110 114 _
° I IIS. 3
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0 116 ��--- �� i t yti°/ ,' C -)YP 28 _--------- _
B#2 E I
GRATE L=tom, 109: _
9� r �� -��� / I I I Z\ ti`i------- -412
VICINITY MAP Aff" i, i �..- �_ i 103 �F;12\l / 106.1s ti° --- ---- _ 110
116, l /� AMP �\ �� \ 103
I I _�' I ,/ < - ?a9x_\ <� 6 0 ti°� 04, \`\` 106
BLDG NO. 5 i ,' // /j _-- _ ' �`� \ 101
FL EL = 121.0 I ,' ,� i / / l -- - 94 Go
' 10� 1
C. 118----120-= ,.' ,� ��\ / °, _ - 99
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----- -116
100
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( l PROS • g,GRATE EL= 6192 ,93."-
/ / l ----- ---- ----- -- --------110------------------ -- ------ Y otn 27 E g„C 3 f"TP-� IE=9 §9 (2��.81.6190/ FOR - - . % 9 ,
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my 4Q7 �R / o ! / CB#20-TYPE I ��� O�' / G STO/M DRAIN
o ( / / / GRATE EL=9 ,9 96.56 ,88. 2g
! NOTE: DOWNSPOUTS FROM BLDG 5 & BACKS OF �o / / /
BLDGS 6, 7 & 8 TO BE CONNECTED TO CB#9 / / / / CONST @ END OF EX 12 CMP
° / / / ��/ Q 1E TO RE FIELD DETERMINED 2%.*-
IE=95.00(IN) 94.80 / / <
\\ CB#9-TYPE I� // ` / i ' f� ,%� 87.2f
GRATE EL-19� -0 106.59
IE=163.8 (12") 104.59- `� �t16 /l l �� //' -EXIST CB
108 - - - / / / ` / p� 1 / / TOP EL=934 93.83
ABj TO EL 94.
I E=90. 26 (EX 12") 90. 43 8�
IE=99.50 (12"FROM CB#1)
---------------------6'1%a 90.73 =
ciall/ �12�\ / '� I I/ �
PROVIDE 8"PVC STUB FOR �S.S p' /
co
VAR eb �l / F� lD�, N \ \ , / ,' �/ o \ �CBi8-TYPE I 101.5
110 cP '' �c 0 <' i �.' i ,, /o GRATE EL-i63z'8t I / c�
�- o' IQ8 6 \J7_
';° ' / . \ IE=99-59 (12") % 6g / 98.96(IN) 1210I•Qi,�98.86(OUT)MATCH LINE TO SWEET C•2 I i % 0 -1 M1� _ `o 0 ,RgpF O c �7,96 q0FBLDG N0.?110_23 8% y 1� ce OF a FL EL = 104 . / 113.`l31
' /o108 105.89'"7CB#11-TYPEI GRATE EL='1107.72 106.97 108 w�\E=10}04 $3 (12")o4.62 P��
ST(/ �o I / FINISH GRADE @ FACE OF BLDG = 104.2 -k' �° / o
\ .��, 103.29-/ / / { I I) / CONTR SHALL LOCATE END OF EXIST 12"CMP
\ 0g')91 �29 E FOR + D - r ti� < 2� I ( / / & DETERMINE SLOPE PRIOR TO EXTENDING
lll0 / \ �\° S / �� `�- �� 1°�'\ _ L�' / I c / �� / / CB#6-TYPE I j PIPE TO OIL/WATER SEPARATOR.
�9S /�6&ti. OONiy-106.13 / 105.05 o,� ' / ` I / TOP EL-93.-0 91.54
10�68 \� to9 CF12\_ 00�'B� i / 104.09 GB_-�_104- 1.2% 102.93 GBH �� ° \'`�I / pp�� ���� ( ") j EXIST CB
O o / /IE=QT fit/ 12
v 89.64(IN) 89.54(OUT) I - TOP EL=83.1
0 10 I 6.0% /-105.56 � �--- \ �° �' / I i«««.....,... IE=74.90 (12"W)
lol?, °j l N ice'_ / / " l ` ' INS STORM DRAM
\ _ _ / o / - ,_102.57 102.62 - - - - - I •1
.l0 9 �00 103.35 r_� 1� / J / ROV�DE 8 ��C $' UB FOR �� �*
\ 10 .0 \ \``\ S 8 l / -'981 TOP EL=83.77; IE=81.57(12 )
O. 136 LF-12"CMP @ CB#7-TYPE I - 1 103.0 _ - _ / / �
137 2.24'% GRATE EL=142� 101.23 LF� / �� INST 3-BAFFLE OIL/WATER SEPARATOR PER
4 r 12"C P - 96 - ,�`-`� I ( 1 UTILITY VAULT CO MODEL N0.660-SA, OR
IE=9�4§ (12") � �O'� I @ 'S° ^�"�'�' I APPROVED EQUAL. IE TO DE PETEnMINED 1P
do o �'� 0�.00 / i CB#10-TYPE I \ e� 98.73(IN) 10$.9 9.56%�_� / �< n FIELD AFTER EXPOSING EXI T -NG PIPE rIPE AND
- \ 64 LF-12"CMP @ 12.45%
C� c c�
GRATE EL=}$s$0 105.1� �- 98.63(E & W) I = -- - °j o� c � 69 L E� _ SLOPE TO BE DETERMINED RIM Fi TO MATCH EXISTING connE.
1062 `�\ IE=}02�5 (12") Y� 103.68 1�•93�G - i / / ( ' v.i FIELD nETrn c� _A I_Suz•i� ON ADDITIONAL RISERS MAY BE REQUIRED PEND-
\ •,00f / I , Y 101.50(IN) 104.0 103.74 - �� _ -c , / g.F-OIL/WATEERFE. ING DEPTH OF EXISTING STORM DRAIN.
\ _ 106 106/22101.70(our) \ / /
lot 0
82
BLDG 9 � � � lE
s ___- \ _ 102 --- _-___-- I L EL = .ONOFL L 96.0 i
142
// NOTE: ALL INVERT ELEVATIONS AND PIPE
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- REMOVE EXIST CB &PIPE _ �� ' SLOPES OF EXISTING STORM DRAIN-
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PROVIDE 8"PVC STUB FOR D.S.CONN. �Q __ _ "! �\ I EX IE=82.13(12 ) / / AGE SYSTEM SHALL BE DETERMINED
�CCi vo. b� / / \ n G 1�1 II \ / // IN THE FIELD PRIOR TO CONSTRUC-
ii 1 10 ` ` / - - I Ii / / I// TION AND PROVIDED TO THE ENGIN-
04 .0 \ / / ��� _-__- --- �' II lr EER FOR VERIFICATION OF THE DESIGN.
/ > 1�./ 98_ - .- �� - -- - / \ I (` `19.0 CB#16-TYPE II(48") �,
CB#19-TYPE I - ��✓/ _ - -�7'- _ _ - TOP EL=92 6 92.37 I /
�'S� , /j�- - - - �� IE=82.99 (12) / CB#15-TYPEI TYPE I II
/ (� I 85.37(IN) 85.17(OUT) CONST OVER EX 12 CMP
TOP EL=Sir:-9 98.30 '� i / � - _
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�7.27% TOP EL=$#--r9 86.89 (EX 12") 79.79
IE=93-59 (12") � �.� / // f-f'fIE=79.M 95.00(IN) 94.80(OUT) / / -� / // 74 - IE=81.35 (NEW 12")79.79 =
�i BLDG NO. 11
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/' L - I / FL EL = 98.0 ��/ \ + o� � o
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152 ' ' 2.53% w„� -
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-r••���••.�.t �t-r-i•rr +• \ 8<'� \\ GR EL=7II.21 =�yNF G1pQ� civ
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NOTE: DOWNSPOUTS FROM BLDGS 9, 10, 11 & 12 -•I��� / + �� ••• 'ti -
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f.r,•,�-/•#f��� I E=73.4- (12 ) .4 �E• y,NG;. J r` Q
TO BE CONNECTED TO APPROPRIATE CB's ALONG __ ���� �� 9 _
THIS STORM DRAIN.
CB#17-TYPE I -
CB#18-TYPE I /� \ _ W a
TOP EL=B 88.45 6���� +l ; a
TOP EL=994 94.60
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IE=87.58 (12" IE=B� (12")85.II5 � \
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89.60(IN) f > s
89.70(OUT)86
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