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83MV80 3Wb'N 3313 <br /> �'St3$ 1't iitk� sa0, 0 <br /> Fc � r�syi s � y <br /> RW \ �� <br /> � � � 1`f"�f� � ��`� �„ RW <br /> i 1 <br /> \ , \ A RW <br /> Conform <br /> to. 0+19 (36'± Lt.) �T �� �'� Sprinklers to be relocated �- �� <br /> 13.5' <br /> 13.5 Expansion Joint for replacement of C.G.&S. / / �\ RW <br /> Typical A / Align Exponsion Conform � <br /> yp Joint at S.D.I <br /> Center Line 29'± Lt <br /> 6.8' Exist. 4 - RW RWM \ 14.5' / Sta. 6+07 <br /> ' � - - - - - � - - - --�- - �� e p� - �. Conform 3.5 <br /> 3- Sta. 5+70 5.5� - - - - - - - - - - - <br /> y+ p1 f (27 ± Lt.) Aij <br /> 4.75' ' / <br /> _ 5-25 ! <br /> 5.5' � � Const. ��x 6 4.75 - -- <br /> s . � . O 5.5 WV <br /> �� 4.75' Conform <br /> i - � � 35' 3.5� Sta. 6+26 Const, <br /> QQ 15.5'— LEnd Vertical Curb I \_6' <br /> n ------- - - X5.75' <br /> Begin C.G.&S. Sta. 0+50 to Sta, 2+49 L_Conform <br /> Q Sta. 5+09 3.15' offset O <br /> 6 <br /> NH <br /> _Conform <br /> Conform ()I < 4.75' 6 Sta. 6+34 <br /> Conform <br /> Sta. 'S+471 9.75' <br /> S8. 0+36 ... _ <br /> (18.5'± Rt.) SDI ��, :5 Conform - - - - - - - - - <br /> Q -4.75' t 6+17 <br /> (� ✓.� - - - - - - - ._- .._ - - - - - - - — (20'± Rt.) ' <br /> 7.5'-- -8.95' - - - - - - - -- - - <br /> 4.75._ Conform7.5 <br /> +68 <br /> RW <br /> RW RW <br /> Existing TP <br /> 16.5' 19.2to remain in place. <br /> 5.5' <br /> — <br /> Conform <br /> _ <br /> Sta. 0+19 (39'± Rt.) 3' Trans- T/ ( yp) <br /> Unless otherwise noted on plans. RW RW <br /> RW } <br /> BEGINNING OF PROJECT r <br /> DETAIL 1 DETAIL 2 <br /> DETAIL 3 DETAIL 4 <br /> RW _C ' RW <br /> Z <br /> \i O NOTE: Decorative rocks shall be removed during <br /> work operations, then be placed back after <br /> the completion of work. Existing Hedge to RW <br /> � \ remain in place. <br /> RW 20' Conform Conform 20' RW RW Note: <br /> Sto 8+67 Sta. 8+99 l a \ Miscellaneous Facilities <br /> I I <br /> _ <br /> ' to remain in lace. <br /> ' (35'± Lt.) (35'± Lt.) * p <br /> 4, <br /> ✓ , �p+J` 7.25 7.25 p Radius Pt.= Sta. 11 +30.5 (26 Lt-); 5.5' R - - _ (Typ.) I �- <br /> + $y^�* e �� po 2 Conform <br /> tj <br /> < O 1 �Sta. 11 +47 <br /> - - - - - - - - - - - - - - 4.75' 4.75' ` - - - - - c✓ `" (22.5'± Lt.) <br /> - - - - <br /> 7.25' O 7.25' N, <br /> Conform Conform <br /> Sta. 8+50 — --91 17' <br /> I <br /> Q Sta. 9+19 Const. Const.- ' tor C. & G. 0 <br /> + to remain. Saw P Conform to Exist. Radius (Typ.) <br /> cut and Conform - TZ <br /> O to existing. I+,, _• <br /> N <br /> 8 9 1 1 CD <br /> � 0 <br /> 9 ° Cn P'O �\ <br /> 0 �/ <br /> 00 <br /> + 3 + l <br /> 3 <br /> 5li �, Conform <br /> C Sta. 1 1 +34 -5.95' <br /> - ' - - - - - - - - - - - - _ -- - -- 4.75 <br /> 4' Xr ` <br /> Place Asphalt - - - - - \ / 6.75' <br /> (Mi <br /> scelloneous Areas) 2 85 <br /> (TYP-) I A I ��� Conform <br /> RW x /�- RW �- RW 7.47 Sto. 11 +47 <br /> `- (30'± Rt.) <br /> LLJa "�. � ,off <br /> �v ... 12�7yP <br /> F ��s �, <br /> � ,�� [ T.�� <br /> END OF PROJECT <br /> � � I I <br /> Acle t� F . ci — — — -- RWM <br /> V) <br /> z <br /> 0 <br /> F <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> ��l► <br /> ��q �/ COUNTY OF SAN JOAQUIN NO SCALE RAMP DETAILS DELAWARE AVENUE IMPROVEMENTS NO. SHEETS <br /> T 21°3 »cb Teuino3 /�3/Dfrl�CiG �3 p 1.�11�IG/.0 f� t/ov <br /> (Michigan Avenue to Alpine Avenue) 5 5 <br /> ACAD FILE NAME DRAWER SHEET NO. <br />