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Const Sta 17+50 to Sto 19+34 Const 207 LF CG&S r � + 4 ♦ ID N --- (A I a' ? 3 (D(D (D — — Z01 O- --------- --- - — O ¢ + 00 x x X 0.30' AC Over 0.55' AC Base I D II M S I Conform Sta 5+27 16' 8' Fence to be Fence to be +34 +72 63' Lt Relocated by others Relocated by others x 63' Lt Begin CG&Sxg End CG& Sta 19+24 (Lt) BCR_ Const Type A Ramp x ECR Sta 19+80 (Lt) (See Sht 21 for Details) Const Type A Ramp _._.._....... (See Sht 21 for Detail ck of Walk o+o x � p0000 0 oe ;:, o „ x X x vvvvv xx , vvvvvv 3 � / a7 C c� n � � I Gutter Lip 6"W(AC) — -- -- --- — -- — — -- -- --- --�— 6"W(AC) Sta 19+52 (Sghth St) E I G H T H = Sta 5+97 (Ash St) —19 — — — I I Gutter Lip _ CURVE DATA CURVE No. RADIUS LENGTH STATION BCR ECR 3 32' 50.27' 19+02 19+34 4 32' 1 50.27' 19+72 20+04 20"W(AC) I Sta 19+80 (Rt) Const Type B Ramp (See Sht 21 for Details) ON _L33HS I i`I3Mb80 cl ? o s ns s Sto 21 +00 (25' Lt) ( I Const Type 1 Curb : Inlet Catchbasin Grate Elev = 20.01 Sta 19+72 to Sta 22+75 Invert Elev = 17.80 Const 329 LF CG&S I ) _ _ ----- - - �ti` + + -- J + I o O° .. is ',. ... .. �.� vvvvv vvvvv v v v v v v v •.: •:., . -.-_ .. ...... vvvv vvvvvv vvvvvvv .-- ''' `�ji]:.r,•'.. - — — 20"W(AC) — B (� n — - --- 6"W(AC) 6"W(AC7 I� r S T R E E T s See Sheet No. 9 for -�� — 22-- _ 23 ... Improvements Sto 20+94 25' Lt) to -} (n Sta 21 +00 25' Rt -4-ofIntersection Place 51 LF 12"0 RCP (Cl IV) - I Z _N SDI 03 + + f �� + V N oo cn I w w rn cD 00 ;; O Cn 14 ea.r -•-' r ` x X�•rrr— .r - „ I M —Sto 20+27 (17' Rt) J Sta 20+94 (2 ' Rt) tp 22+33 (17' Rt) m Reset Sanitary Manhole Const 18 0 SDI Reset Lamphole Frame Frame & Cover to Grade Grate Elev = 20.00' &I Cover to Grade Invert North Elev = 17.30' Invert South Elev = 17.55' ! EIGHTH STREET fESS/ END IMPROVEMENTS �� Mq��F �Q 2� j No 38465' I � Q f,� V, A�,� Peter D. Martin Registered Civil Engineer Const Exist Grade Exist Lamphole Sta 23+80 Conform IP (Ash St) +75 +30 (IP D St) L=20.61' OG (Rt) OG (Lt) L=20.81' FL (Lt) Sta 19+52 FL (Lt) L=20.81' CL=20,96' CL=21.23' CL=21.45' - CL=20.91' L _rL=20.61' FL (Lt) — _ — _ +0,36% +0.42% - +0.20% - — --T7T - —_ __ ,_o2or, - --- --- --- -- -- ---- — sm — _ -- — - ♦0% 0. 0% 0.209;_ 0.32% 0, _ 35% - - - _ •--- — -•riT.--.. ... .-. .-. — — _ — .—. .. .. 20 56% 20 FL (Lt)=20.44' +75 +07 (p L (Lt & Rt)=20.09 FL (Lt & Rt)=20,29 FL (Rt) +70 (63 Lt) +02 FL (Rt)=20.08 FL (Lt)=20.09 FL (Rt) FL (Lt & Rt)=20.71' FL (Lt & Rt)=20.86' FL (Lt & Rt) 0.29 - I - +34 (63'.. Lt) . - +52 (Hi Pt) (Lt & Rt) _ L (Rt)_=20.29' - S FL-20.45' FL Rt—20.39'--------- cD O -+---------- ________---- ) —___--- — 9(Lt O —-----_--_— _----_—_—_-----_— I I SDI03(Rt) 1Zo RCP (CI IV) —. _. ........... . *-4 +Exist 12" Storm Drain -- — 15 15 O_ -- ------ -- ------ ---- --- ---�� — ------ ------ ---- ---- — — Exist Sewer Exist Sewer ............................. . Exist SS Manhole tf� 3��.r 61 2'389 Total 362 378 480 4 Cu xc 369 338 Yds Emb 0 0 0 0 0 0 0 Sta 18 19 20 21 22 23 Sta DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Vertical Scale o 2 4 EIGHTH STREET SOUTH STO C KTO N SIDEWALKS No SHEETS SHEET TOTAL �_XIn Feet COUNTY OF SAN JOAQUIN � � �une 11 l 7/ZZ/f/ - -t.S1 ,/ HorizontaIn Feale et 0 20 40 PLAN AND PROFILE (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lone and Eleventh Street) 8 25 FILE NAME I DRAWER SHEET No ACAD REVISIONS DATE