Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
D-333404
ra C`7 N EX SDMH TYPE it ASBLT RIM EL = 10.67 RIM i1 NE 20" IE- 0 NE ! SW 21 "IE =8 S � E 6" IE= 106_ E j 1 / � �A WSD T $ENCt / ' f/ SEES E� 2 ,''� � 'r r' �� � \ � " 1/ // / � \ =\e9 s �� i � �_ =\ i G-,t� I � ry /� �� � �� REMOVE EX CB / / �� 1�REPLACE� PLASTIC J� NF�V CB -1, TYPE 1 L Crj 8 STOP LINE / / B TYPE `�/ 78 AS NEt`DED, / � RiM 14.77 �' EX 6'SD � � O� REMOVED NEW 18 SD �I _'_' -- SSr.,H �� I'' 1O ( � U - - -- � - - - -- = /- - - - - -- - - b`SS �_ i ' � STOP � � 10 SIGN i� SID RAMP � TYPE 2A � /, / �� <W -c? -- — — — - ------- -- - - - -- ----- - - - -- ------- ,� �' � "� �' / / / / � � % 10 l � / ` / �� / i 14.51 / 110.61 110.43 112 �— I \ 1Q FILL EROSION DITCHES I SEE SHEET 2 I \� CA TION RIM ti8.83 PR ECT SSM CL CHAN104.74 3 SS MH -48 � RIM EL- 84 EST IE= 11 \� uvi� � rw o i THRUSTBLOC �� I � � - _ \ Y �� - - - - - -- - I ,� - - - -- - - -- � I I i / / � 1 i I I i / /� \ I i /� vI I ;/ �; �i � _ � \ \\ �, °- I 1 114 �, EX 8" DI WATER D � / SERVICE TO HYDRANT � �� � I'� � ��/ ? ?DISCHARGES � � �� / ON SLOPE 1 � I - i _, � ��g -- \ PLUG IN,SDM�I�� � � - �� _ _ � �. EX SDMH TYPE II GRAVEL D IVEWAY DO NOT LOCK NE, SE;2'�E= o NORTH RIM 120.34 S ,oss�_ —___ -- 120 15.38 �` __ ``\ CAPPED ` , ©, 6" SIDEE SEWS SCALE: 1 "= 10' CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. DRAWING NOTES: 1O RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING. n of � it ry cn ini re is q -• e: A3.C- 3334J� � �'� rr-_ :: ^_ ® � � - G T/1 0 Z a m b 1 A �� N oQ J °z� � m (%� � w O G / , 1 SCALE: 1 "= 10' CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. DRAWING NOTES: 1O RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING. n of � it ry cn ini re is q -• e: A3.C- 3334J� � �'� rr-_ :: ^_ ® � � - G T/1 0 Z a m b 1 A �� N oQ J °z� � m (%� � w O G / , 1