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Sta. 0+00 Tuxedo Avenue = Station 5+00 Carlton Avenue See sheet 5 for Construction PLAN SCALE intersection details. 0' 50' 100' � Construction Construct Handicap Ramp (Typ.), Case C Sta. 11 +78 46 Tuxedo Avenue" . = Refer to S.J. Co. Stds. R- 10a and R-10b Sta. 5+00 Lake Drive for details. Station 6+3452 Tuxedo Avenue = Construct 643 L.F. See Sheet 5 for Construct 624 L.F. Curb, Station 5+00 Marine Avenue Curb, Gutter & Sidewalk. Intersection Details. 12 Gutter & Sidewalk. o See Sheet 6 for details. p See Sheet 5 for Replace 18t L.F. 11/2"O PVC Pipe. L� intersection details. Existing fence & gate z m Payment to be included in cost o E.P. of C.G. & S. to remain in place. U p U U 0 �, I �t U r7 00 o U U o U U_ r " 1fl C�rbtruct Gutte 6 & L.F. Sidewalk. CD UU U N N N UL'' Oa IL rt U L� I 1 �j 7I { I 0 rna �o p cD U + o I p O p 0) C: o o � wr7 i Io I to rn I cD O I o N : d d O O CD N'1 N r7 00 > r7\ oJ\ I� N\ _ + r I� O / N U > E.P. r ro ao ro 6' + U + r7 + + + + oa Q E.P. 3 Da 3 � 0 3 N n +r�+ nc�D I °j + + + '+ + Lo a / + + L0 �_ o N � W G.n 0 N 1 - - 2 - - 3 - - 4 5g 7 °' 8 9 10 _ __ _ _ Clean existing _ :. : - drainage facilities R/W, ., U �— U � U N L0 rn o a� 'T° ,� v 'U c) U rn m N + � U U � - �'.0 QD d�- + U U C I N + + + O O N 00 -♦- N .T •�- C�- � I E.P. n _ I; m + D + N DQ +U �� Nua + � + + + a U L 00 N a> O I + r 6) O D� � 0 r7cD N N O� a0 U (D - (D O); U 12 o ■ u7 I N d N �\ N It I r o I I t o U ? ^\ ao u7 O a) � 3 p •+ + + c0 co g + + + I r a0 °a cD\ I N0 rte+ -� r� O N �,.� cD 1 ^7 .� �, • . •-- R U I I 20' + o + + + + + + + + E.P. + + + + 3 + +3 +; +ULL + ++� o a I I /W i Co 4 p A.C. Existing concrete & brick + (Do + f 3 N Trans. frontages to remain in place. Construct 653 L.F. E. i Clean existing of Q U +59 - Replace 6t L.F, Curb, Gutter & Sidewalk. Clean existing `-°3 drainage facilities40 J `� 1 �2"0 P.V.C. Pipe. Payment to drainage facilities. + Existing fences, gates ri I be included in cost of C.G. & S. Construct 642 L.F. g LEGEND Curb, Gutter & Sidewalk. and fence footing Q R/W Station to remain in place. �U BEGINNING O F PROJECT e Relocate sprinkler heads 3" Construct 181 L.F. o v ��--- Width behind back of sidewalk. Curb, Gutter & Sidewalk. +85- 1 6C-- Minor Concrete (Driveways) ■ W/DDF 4" P.C.C. over shaped and Limits of Asphalt Concrete Pavement Planing NOTES: compacted native material. Variable Depth Asphalt Concrete Overlay® p p y 1 . Concrete driveways shall conform 3. Asphalt Concrete Base (1 wide by Driveway Drainage Facility. at the R/W line unless otherwise 0.5' deep) is not shown on plan See Sheet 6 for details. N Water valve frame and cover noted. sheets for clarity. to be adjusted to grade by others. R Conform to existing back 2. Where the removal of existing of sidewalk radius. a Existing fire hydrant to remain. concrete is required, the concrete shall be saw cut at Direction of gutter flow ® Construct Handicamp Ramp the conform line. _ Ip- + 3 ....._ ........___. . 103 103 + ,.. Es 1 T11�•1�i ....:P-ROFILE.. -I pFt E SCL pRO _ a - - - NOfIZ0TJl(AL �� T V T4CA _..........._... _ . ._....._ f p _ _., - 6 71 \ 41 41 tte d Rt. . utter rade ' Rt. Gutter Mad Lt. __ r _ .. f _ - �--,�, � - , Guttet ...Gra e {F2t. >_ - G_ tte _ _rade _L.t, -tJ ) _ 4 (_. _. __ _ T __ 102 _ _ 1 % 0. 1 _ �— _. �p CONFORM ._ 102 _._ 0..,..... .. o l� Q Ln 0 - a ¢ CD rn O 1 l I f + a 1 _ m _ _ _ i _. . I n _ L *t _ _ , r o- o P + + O D _- i + ry 1 oa y/ D " e1 t 0 O O O u © m - - _ - r .� D o O: t W ©( -a 101 __ r _ o w - O + o _ _ + > ar 101 + :. _ _ + — aj _ _ w W w .. _ a _ + O > Y � - 1_ _ _ 7- try _ f _{.. C(J- .. . _. . __._._. ._.__. to - _ _< + 1� 4._ 100 + w 100 X W Z N STATION 0+00 1 +00 2+00 3+00 4 +00 5+00 6+00 7+ 00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 z U- DRAWN BY DATE W 5 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE TUXEDO AVENUE SHEET TOTAL 0 iZ� 71AMitl , 14 COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE RECONSTRUCTION AND RESURFACING N0. SHEETS FILE NAME DRAWER I SHEET NO. ACAD T 1 U20 f:\data\tuxedo\sht3