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HomeMy WebLinkAbout5090-2A S'LYCHASE SGT. BRYAN BREWSTER R/W ROAD 34' N 1.5' —.426' a- 1' _ STA. 9 + 65 65 CHASE RD . = 1 . 2 ' 4 ' 8 , 1 0' STA. 12+ 66 . 04 CHASE RD • = . TEMP 6"AG DIKE EXIST. STA. 0+ 00. 00 ARIA WAY STA . 10+ 00. 00 SGT. BRYA\ BREWSTER PER CITY STD.1007 GRADE SCALE 1":20' T 1 r r1 C/I_ 1NT• C/L I \ T. z SIDEWALK `- ` . ``� ``- N''' �� CC 0� _ ����*' " 4"AC OVER NATIVE TYPE F, CLASS 1 INTERIM PAVING APN 0228- 151 -17 (VACANT) (FLEX. POST) - u) INTERIM PAVING PER CALTRANS STD PLAN A73Cx (� S'LY CHASE ROAD N'LY \ 0 CONSTRUCTIO\ WITHIN VACANT @ 20' 0.0. w R- 68' =-W APN 0228-151 - 18 (VACANT) ' PARCELS U \ TIL RIGHT- OF- WAY OF- WAY �, ` < 34' cL �(�� Og TEMP 6 AC DIKE _ w x 1U DOCUMENTS HAVE 3EE \ RECORDED PER CITY STD. 1007 - TRACT 12' 22' 12' 4' 1� FUTURE 18244 �- DIRT IMPROVEMENTS EXIST. SHOULDER L DET. 22 P/L 2% j-GRADE 1' .....-- 0 4 5 /' NO CONSTRUCTION WITHIN VACA\ T 129' PROP. R/W dG1Sao- PARCELS UNTIL RIGHT- OF- WAY 0 ULTIMATE DOCUMENTS HAVE :HEN RECORDED 9 - CHASE ROAD J> X� PROP. R/WI Q • ��, STA. 9+42.15 TO 11 +29.04 1 - CONSTRUCTION NOTES: �� K 1 ' BUFFER '\� • < '�' 1\� :� • N ► 11 ► 11 O CONSTRUCT 8" PCC CURB AND 15% PERVIOUS CONCRETE GUTTER PER MODIFIED CITY STD. DWG. NO. 1000 (SEE SHEET 2 FOR DETAILS) CL ,••••••►••••••❖••••v.v.••••v.*,s••❖••••.,•.•.4.❖.❖.•.❖.❖.••❖•❖..••❖•❖.s••❖s••❖•❖.••••❖.•••.*, ' _ - ►•.•••••i••: t'•❖.••❖.❖.❖.❖•❖• •:*..❖.•��.•.' ►•t•�1❖.❖••.• • •❖•:° :•:•❖•.❖•❖.•❖.❖•❖.•.t.••••❖•:••:•• - _ 4" .•���• •••10•• •••••��••���•��•�••••��•�••••••••••��••��•••••••••4' •••��j�•���j��•••••••�•��•��j•4•j j•••••••••����j•j��•••••••••�•••��j•••• •••••••••��• _ - - - - _ © CONSTRUCT PCC SIDEWALK PER CITY STD. DWG. NO. 1006 , ::::.+Aw•::%:•i;•ss:%%:••"..:%%%%•••1. %:;%i�o�::s%::::•• 1.4::::::..:%•••%%vs::%%i0:%i;:::;:::; - _ _ - - N •� 16. 85 F ................................_................... _V _ ;......_- _ .___________________________________________.__ _____--____._________________._._...__._______._____._._._ r� N il .6' t.•t6::i...;:;:;:;:;:;