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'ON 133HS 83MV8a 31MVN 3113 <br /> Sta. 7+65 Wallace Avenue <br /> RW <br /> Construction � � 13 13 <br /> Grind 2' Stump shall Sto 7+44 Coni m Place Truncated Domes <br /> be paid under the Clearing Conform ECR I <br /> I�� at Accessibility Ramp per R&D and grind <br /> and Grubbing item of work. 94.48 I 1 E n 2 ornamental trees shall <br /> D 0 RSP A88A (Typ) be paid under the Clearing <br /> o Walkway Conform and Grubbing item of work. <br /> o Dwy Conform 3 m 23,5 to R/W rL Dwy Conform <br /> I 0 n I I I I 25.5' to R/W rt <br /> w 27.5 to R/W rL m \ \ co++ o <br /> Dwy Conform cn+Q I I F �+\ N oo Dwy Conform Dwy Conform <br /> Co <br /> 23.5 to R/W rr I ;°a - - - co A �i oy �w - + - _ 23.5 to R/W rL 23.5' to R/W Ct <br /> M M M a M M M M Op M 4 . M M <br /> M M O M M <br /> i <br /> 6 M <br /> , nn / GV <br /> vm' <br /> rnD \V <br /> U' WALLACE AVENUE EP N N WALLACE AVENUE � <br /> m N N <br /> \D 55 55 SS Ss SS 55 Ss 55 55 55 SS 55 SS <br /> CD � A EP CD <br /> �. <br /> > O ` g9 <br /> O - wM - - - rn - - -- - <br /> _ o o / .z7 _ 0 _. <br /> Na 0 I Dwy Conform I o+o SDI 94.00 0 + / {' + <br /> I I u'v,o 125.5' to R/W (o N \ N N <br /> + 0. Dwy Conform I o �SgpI Grate w Dwy Conform I co <br /> 00(V 28.5' to R/W rL m ECR ➢ 93.97 29.5' to R/W rL I �0. <br /> a) m R&S Bricks at Brick (0a <br /> Dwy Conform W 94.39 Walkway to resident Dwy Conform W <br /> 25.5' to R/W CL w 25.5' to R/W rL c <br /> Sto 7+57 <br /> R&D 4 Rosebushes shall Conform CG&S Con rm <br /> be paid under the Clearing 94.40 14' 13' <br /> and Grubbing item of work. Sto 7+87 <br /> Conform BCR 94.21 <br /> PLAN SCALE <br /> 0 20 40 <br /> SCALE IN FEET <br /> ASSUMED DATUM: <br /> .. .. .. <br /> ..'.........'.........:.........1.........1.........,....... Water.land.. as .lines...depths-and-Jocations-are..not..shown........:.........:....... ..... ..... ..... ..... ..... <br /> Top FH (Northeast Corner : profile, glt shall be e Corltractof's sol8 responsibility <br /> on <br /> of Wisconsin Avenue and :to protect all existing utilities. <br /> ..... ..... <br /> Mendocino Avenue)=97.84 : Sto 10+00 <br /> 98 .. ..... ... ... - <br /> rr Elev;96.77 98 <br /> '.. '.. •.. :.. :.. lev .54 <br /> Sto 5+81 +0 <br /> Sta 5+00 _ <br /> SiaElev=.96 0 <br /> i <br /> (D Elevs95.58. Sta $+15 nC <br /> 1 6+b0 <br /> EIev-95.76 Sia E <br /> 96 <br /> . ..EIev-95, 5.......'.........'....... ,.. .... -= ..... <br /> rK............................................................. Eley=95.49 . Sta 8+00 SL <br /> (D Existing :Grade Sta 7+00 Sto 7+10 Eaev=95. 9 - ,� 74%__ <br /> R F �: EIev=94.99 EIev=94.931.. EI = 5.1 - _----- _ <br /> ev 65.. n. <br /> 96 Lt & t L 9 4 New: rL Grade - 1 _ _ <br /> 1 1 1 1 1 . ..... .. ..... ..... ..... ..... ... ..... ..... .... ....... ..... .. - ..... <br /> ... .. :.. <br /> (�..,. .. Lt & t FL 77% 0 3 (n1 96 <br /> �� __ - - - - -d----- 7% tt CD <br /> - - -- - �- - _ - _--- Ot.80% Grad Break (D n <br /> _ _ _ -�--- - % 1 I I <br /> CD "-_ - --- - _ _ - - - Q%_- - 1 0:38% ��� -- y <br /> St <br /> 80% <br /> (Rt) <br /> 1 1 1 % ' <br /> __ _1 --- <br /> -- T - .... ..... ..... ..... ..... ..... ..... ..... ... . <br /> 1 <br /> i <br /> w <br /> (D.. :. _ _ _ _.� - -� _....._ FL {Lt) . _�r92i 1I..�. E ev=96.21: <br /> -0.50% --- -Q 0 _ _. Grade Break <br /> .. .. .. I.I. <br /> - -- :�.. . ca <br /> - w o 8+23 (ECR Rt) <br /> Grade Bre k . 1 �/- ?. l0 - ! 0��/ ,I I �. <br /> 94 I I Grade Break ..v - 94 <br /> o. <br /> _ 1 <br /> 1 1 EIev=95 04 <br /> St <br /> 1 1 <br /> 1 <br /> ....................................... <br /> Sta..5+8.1. Lt..Bc.Rt).......... ,. 4 CD.1.. <br /> ..Z...:.........:.........:.........:. EIev=95i2� 1 � Sta 6+9n (Rt); � 1 $ z <br /> EIev=94.70 FL Rt Grade Break i (D p <br /> O Grade Break ( } <br /> • Sto 8+14 ECR Lt - <br /> I I Sto 7+t0 (BCR Lt) EIev=95.02( ) <br /> 1 1 1 1 .... ... ... ...... ..... ..... ..... ..... ..... ..... ..... ..... ............... ..... ..... ..... ..... ..... ............... <br /> 1 1 '.........:.........:....... ....... ..... ..... <br /> i <br /> EIev= 4,6 .. ..:.. �...... .. .. � <br /> N <br /> . 1 Reconstruct SDI 1 Type 11) Reconstruct SDI (Types) z <br /> 1 <br /> z1 <br /> 1� � 1 <br /> 92 <br /> 1 <br /> .............................:........ : . ...... ........ .. <br /> O <br /> (k ;.. o <br /> =794•.•00 _ - Grate Ege {3693.07 : : w <br /> Sta .7+23•{1 <br /> 1 1 _ / <br /> _ - / Inv :EIev =i 91.97: �• <br /> 1 Grate EIev: 1 <br /> Inv EIev 92.00 <br /> 101, .Sanitary Sewer 1 <br /> 2 41 ... ..... ..... ..... ..... ............... ..,... <br /> .......66 _ss.-.... .............. ...:. SS......... ...SS....:.........95........;....ss 10 .SOYIitOfy SewBr <br /> 1. <br /> VERTICAL -- 1 :n ss s s 5s 55 ss : Sanitar Sewer <br /> 90 SCALE IN FEET ss I �s5 5s : SS ss 55 Ss -55 u y SS SS90 <br /> ss: 1 <br /> 1 ....... ....... ..... ..... .........SS- s'-ss <br /> n ss: ss <br /> ss-- <br /> a- <br /> 1 ..... ..... ................... <br /> HORIZONTAL � ' <br /> SCALE IN FEET <br /> 1 1 1 <br /> 1 <br /> U <br /> N <br /> W <br /> 3 <br /> w <br /> S TA. 1 5 6 7 8 9 10 z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL c0i <br /> n 11/06 COUNTY OF SAN JOAQUIN SCALE PLAN AND PROFILE WEST COUNTRY CLUB RECONSTRUCTION , NO, SHEETS uJ <br /> ^ ^ p" 10 12 a <br /> �oshrr4 W 3/07 V 11, ��/a7 �/�i �- 'yds' y/��/ AS SHOWN PHASE 3 <br /> FILE NAME DRAWER I sTlEff NO. I ACAD REVISIONS DATE <br /> �accN�7\•. cawry cu +W..\ <br />