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�Z <br /> � / 3 <br /> ' 25 <br /> �T�� 0.17' A.C. Overlay o 0 <br /> Remove Existing A.C. Dike. v A.C. v <br /> ' u Place 105 L.F. Concrete Curb (Type C) Remove Existing A.C. Dike <11 ANS <br /> r.' Remove Existing A.C. Dike Provide 6" drainage openings Place 141 L.F. Concrete Curb (Type C) 2S'f Conform o <br /> + >, Place 410 L.F. Concrete Curb (Type C) o ® 25' intervals. B Remove Existing A.C. Dike N <br /> ° Provide 6" drainage openings ® 25' intervals. a Place 95 L.F. ■ N <br /> �• ; 9d Concrete Curb (Type C) j <br /> Refer to S. J. Co. Std. Dwg. R-7 for details. 3 <br /> q Place 31 Concrete °a Remove Existing A.C. Dike. o N <br /> Bumper Blocks (Dab . Place 60 L.F. Concrete Curb (Type C) ^ <br /> bQ < Sae Detail this sheet. a Provide 6" drainage openings <br /> Remove existing A <br /> h .C. Dike <br /> . � _ _ _ _ �. _ _ _ -� ., • ® 25' intervals. <br /> 11 N <br /> 18 N ®. 1 . 19 .R . 20•ip�'iN� 1 N iN <br /> 25 <br /> N®10 1 <br /> 111 12 •q Bird Avenue _ \\ 1 a + E.P. Trans + <br /> ' . . . . . . . . . . . . . . l� <br /> _ -_ - ■ IIS Existing C. G. & S. <br /> c Remove existing A.C. Dike ro \I\II u' III Conform <br /> OLE.P. Trans < xisting C. G. & S. Iii II <br /> II I <br /> LEGEND <br /> 0 25 50 100 Variable depth Asphalt Concrete Overlay. ® Manhole III �, <br /> ' Ill III Parking Area Overlay * Existing Storm Drain Inlet Frame and Cover. <br /> c 0 0.17' Asphalt Concrete Resurfacing .. Water Valve- Frame and Cover. <br /> SCALE IN FEET c Slope to drain to existing outlets <br /> b *-Sewer Service Cleanout. <br /> Depth of Asphalt Concrete Pavement Planing. o Utility Pole <br /> ■ Limits of Asphalt Concrete Pavement Planing. - Anchor/Down-guy <br /> R Conform to existing Radii. <br /> GENERAL NOTES <br /> U <br /> Const. Const. 1. Preparation of existing pavement shall be as <br /> Const. neer.directed <br /> 3' 4' 14' 20' by Pavement h <br /> t Repaiirrl Item, will tfor <br /> llbe ib <br /> 2' Item No. 1, Fore Account. Paidy <br /> v 31' 4' <br /> 0.17' Asphalt 12' Pavement 12' Pavement * 8' 2. Existing pavement markers shall be removed <br /> Concrete Overlay Reinforcing Fabric. Reinforcing Fabric prior to placing Pavement Reinforcing Fabric. <br /> umper. Block Conform to Lip. <br /> Var• Conform 0.08 A.C. 3. Pavement Reinforcing Fabric Shall be placed on <br /> Vor• - SZ '�- existing or prepared surface as directed by the <br /> /,,.,:,,... rr70.17' <br /> Engineer. <br /> Remove Existing A.C. Ike ' t 4. Placement of Asphalt Concrete surfacing shall not <br /> Imported Place Concrete Curb �ype C) Shoulder backing Existing Roadway Existing Roadway Existing C.G.&S. begin until Asphalt Concrete used in pavement <br /> Borrow 0.17' Asphalt Concrete Overlay Asphalt Concrete Overlay repair has been in place for at least 36 hours. <br /> Existing Roadway <br /> Conform 5. Water Valve Frames and Covers shall be adjusted <br /> TYPICAL SECTION TYPICAL SECTION to finished grade by the owner of the facility after <br /> completion of the resurfacing project. The Contractor <br /> SECTION A-A Sta. 0+17 to Sta. 9+94 (Lt.) Sta. 11+80 to Sta. 20+10 Rt. shall clearly mark their locations as directed by the <br /> No Scale Refer to Sheet No. 3 for Planing Detail. Engineer. <br /> 6. All pavement marking will be done by others. <br /> IP * 6" Maximum fabric overlap. <br /> Const. <br /> Const. Const. <br /> See Parkin Area 14' 12' 41 4' <br /> 2 33 �14 Sections A-A & B-B <br /> 0.17' Asphalt <br /> Concrete Overlay <br /> Imported Borrow <br /> 1 Pavement 12' Pavement <br /> Conform �� Reinforcing Fabric* Reinforcing Fabric* <br /> Conform <br /> Vor <br /> PlacevConerete Curb (Type C) •• '" r'I // 3" 6" �� <br /> Existing Roadway 5.75" 7.5" <br /> ff <br /> Remove existing A.C. Dike LExisting Roadway Existing Roadway Shoulder backing T C -{ <br /> Place Concrete Curb (Type C) Remove Existing A.C. Dike 0.17' Asphalt Concrete Overlay 1" Dia. Hole <br /> Place Concrete Curb (Type C) I #2 per" Rebor <br /> Minor Concrete <br /> ck <br /> SECTION B—B 0.17' Asphalt Concrete Overlay SECTION c-C PLAN <br /> No Scale <br /> TYPICAL SECTION TYPICAL SECTION <br /> BUMPER BLOCK DETAIL <br /> Sto. 9+94 to Sta. 18+10 (Lt.) Sta. 0+17 to Sta. 11+80 (Rt.) No Scale <br /> Sta. 18+10 to Sta. 22+00 Lt.) <br /> Stu. 20+20 to Stu. 22+00 Rt.) <br /> Note: Exact locations of bumper blocks shall <br /> PARKING AREA BIRD AVENUE be determined by the Engineer. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE /� SHEET TOTAL <br /> Pete Peterson 12/96 COUNTY OF SAN JOAQUIN SCALE AS SHOWN CONSTRUCTION DETAILS & BIRD AVENUE RESURFACING No. SHEETS <br /> 0. 7�j�9j /17 !�h� /�� SUMMARY OF QUANTITIES (Main Street to Marsh Street) z 3 <br /> ILE NAME I DRAWER SHEET NO. I ACAD REVISIONS DATE <br /> e:\pete\projects\bird-ove\plan-sec <br />