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0.30' AC D.65' AC I 1 Sta 5+80 (9' Rt) ' I Const SD ;Manhole (Type 1) Cover Elev = 18:44' Invert North Elev = 13,68' Const = R/W to 8+60 (25' Lt) Invert South = 1 RAW Limits I i Construct Type 1 Invert Easy Eleevv i 13.6060' I Sta 5+75 to Sta 11+17 Curb Inlet Catchbasin Invert West Elev F 13.61' Const 542 LF CG&S Grate Elev = 18.58 x -------x x x x x x----- I j Invert Elev = 8' 139 ' vvvvvvvvv vvvvvvvv vvvvvvvvv +f CDvvvvvvv Nvvvvvv vvvvvv + (A I 0 vvvvv v .. 0. vvvvvvv _.. .,.+ V! V 7= v v vvvvvvvvvvvv — - ® vaasvv v-a-a�vv - --- -- --- V----- --^ -- �'WAC -- vvvvvv vvvv vv -- �N ---- vvvvvvv vvvvvvvvvvvv v v v v v v v v v v v v (V -- vvsaav --20VdAC, vva��vsa�v //�/ V) -+- (D ! I C1307 �l Sta 5+80 �9: Rt � to Sta 7+68 (14' Rt) Sta 8+60 (25' Rt) to Sta 8+60 25' Lt) to Sta 8+60 (9' Rt) to I Sta 8+60 9 Rt Reset Sanitary Manhole Sta 8+60 (9' Rt) Sta 8+60 (9' Rt) Sta 12+02 25' Rt ) :17r E 1 G H T H Place 280 18"0 RCP LF (CI IV) Frame & Cover to grade Place 16 LF Place 34 LF Place 345 LF 12"0 RCP (CI IV) 12.0 RCP (CI IV) 18"0 RCP (CI IV) S T 7 (A6 8 9 Z 0 SD04 003 - a -- -- (n I Gutter Lip a°s - U1+ - - -- -- - - -- - - — -- • `� eV vI — -- - -- - -- -- -- . -- — —.._ — --- - - --- -- - - -- - — -- - - --- — B0Alit- — -- -- --- - I+v v vv v vvvvvvv v v v v v vv vvvvvv vvv +v� vvvvvv v v v v vvv O T ,:{fl}!.• L_ Sto 5+$0 (25' :' Rt) to Sta 5+80 (25' Rt) Sto 5+80 (9' t) Place 16 LF Sta 5+75 to Sta 10+25 Back of Walk Sto 8+60 (25 Rt) Sta 8+60 (9' Rt) Construct Type 1 12 RCP (CI IV) Const 450 LF CG&S Construct Type 1 Const SD Manhole Type 1 ) 1 Curb Inlet Catchbasin Curb Inlet Catchbasin Cover Elev = 19.00 Grate Elev = 1.02' Grate Elev = 18.58 Invert North Elev = 13.40 Invert Elev = 14.08' Invert Elev = 13.80' Invert South Elev = 13.40' Invert East Elev = 13.32' j Invert West Elev = 13.33' I II II I II I I I II co 0 x3+ I QW+ Ln 3 H- ock of Walk v _ - v v v v v v v vvvvvvv V I vvvvvv v --20°W(AC) ' 6„w(AC) fitter Lip Traffic Signal Modification Replace Traffic Loops 16' o I w I (Total 8 Each) T � E T per SP ES-5A o+o yp l+ 10 v"NDH �DH N •p + -=�— ,. (A — l'e►, rn ------------------ o00 0 —� Relocate Exist Utility ��b v _' o \ I 5. 3 FF 11 Pole by others Const Type 2 ® ,. I ;Commercial Driveway M Traffic Signal Sta 10+75 to Sto 11+17 Modification Const 42 LF CG&S Reset Traffic Pull Boxi I III Traffic Signal Modification Reset Traffic Detector Handhole (2 each) ON i33HS I 63MV80 r.7d6 7 • R a'�I? At./ 11ImIii Peter D. Martin Registered Civil Engineer Exist Grade Const OG (Rt) +51 Hi Pt L=19.26' +00 GB - LL=20.21' - Sta 11 +43 FL (Rt)=18,44' CL=19.46'Conform CL=18.66' L=18.86' OG (Lt) CL=19.06' _ _ 20 — _ Q I L (Rt)=18.34' L (Lt)=18.34' — _ — — - — — — -- 20 .0.750 + .20X 0 8y _. .. --.-...--•--..-...-.._-...-.- - - -•---•---------- -•--- • 90 � ...-. - _ 0 •- - - r - _ - FL t & =19.62 _ _ _ _� . _ - - �•2-0i _ 45 - —0 FL (Rt .9 (L Rt) 52 � S ___ _ FL t '• I L (Rt)=18.14' +51 FL (Lt)=18.44' _ - - (p _+80 L_ (Lt)=17.94' FL (Lt)=18.14 _ � FL (Lt)=1 ,24 +60 FL (Rt)=18.35' FL (Rt) FL (Lt)=18.64' i (D FL (t)=18.10' _ _ _ _ __ _ _ __. - - FL-(Rt)=18.29' _ FL _ (Lt)=1$.36'_ -� V) +80 +40 Hi P +60 ... FL (L)=17.90' FL (Lt)=18.42' FL (Rt)=18.17' m Z p _ _ _._ _- - __ - _ . I _ _ -- L. ' FCB07 (Lt) cBas (Rt) ZQ 0+ ° 15 � Oo- sno3 - _ , L .t � I N 18"0 RCP SD 04 (CI IV) 18" 0 RCP (CI IV) Exist Sewer _ - I I_ -■---Exist SS Manhol Exist Sewer wit'. 10 — —Film- 10--- - - — — — -- - - :Yds u Exc 444 -- ----- — -- — _— Emb p 465 437 460 218 2,474 Sto 6 0 0 0 0 0 Sta 0 Total 8 9 10 11 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Vertical Scale o 2 4 dCV e2i un llEETS /Z� r� COUNTY OF SAN JOAQUIN in Feet o - EIGHTH STREET SOUTH STOCKTON SIDEWALKS S EET TOTAL �---X� Horizontal Scale , 20 � PLAN (Eighth S In Feet - N AND PROFILE ( g Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) 6 25 FILE NAME DRAWER SHEET No ACAD REVISIONS DATE