Bid 49 Plan Set 2 of 4

Description

Docusign Envelope ID: 980C5428-CB3F-46FC-818E-78DC8F81D18C G W W G 1001 +60.99 +84.11 +15.19 UGP W W G W W W W W W W W W G W G W W W G W +26.98 SW 34th Terrace G MB W Andrew J & Samantha J Batliner 3456 SW Brandywine Ct. G W W G W W G Shawn Paul & Andrea M Beach 3450 SW Brandywine Ct. Brian & Jessica Vasquez 3432 SW Brandywine Ct. William J & Mary Beth Klecan 3438 SW Brandywine Ct. Kenneth L & Pamela L Gray 3444 SW Brandywine Ct. SCB WM W STA 71+13.26 to 71+26.98 Replace Curb & Gutter, Type IV (Modified) 17.3 ( LF) on 6" Aggregate Base (AB-3) 4.8( SY) 00 STA 71+01.00 to 75+78.40 2" Cold Milling1728.5 ( SY) and 2" Asphaltic Pavement1728.5 ( SY) 10 STA 75+78.40 Replace Concrete Valley Gutter38.3 ( SY) on 6" Aggregate Base (AB-3) 38.3 ( SY) W MB WV W WM WM W Sanitary Sewer Manhole 76+00 0' 2 R W G G MB MB MB MB MB 75+00 W G +87.96 74+00 YL 71+00 6 SW Brandywine Ct. G 72+00 Curb Inlet L1 73+00 MB W G G (8208) G MB MB MB MB G G 01 10 W G G G G G G G G G W G G G G G G G R2 0' W 6 W EP: 76+00.00 +26.95 G WV 2 3. G WM MB 18" Pear W G MB G STA 73+87.96 to 74+15.19 Replace Curb & Gutter, Type IV (Modified) 27.2 ( LF) on 6" Aggregate Base (AB-3) 10.6 ( SY) MB G W SW Brandywine Court (Alignment Control) ID Begin Station End Station Begin Coordinates End Coordinates L1 71+00.00 76+00.00 N: 251859.04 E: 1947635.58 N: 252358.85 E: 1947621.92 LEGEND 4" Concrete Sidewalk (0.6% to <5.0%) Sidewalk Turning Space (0.6% to 1.5%) Ramp (5.0% to 8.0% Typ.) Special Shaping Area N [File Location:X:\1 SBB Drawings\0-2025\25-055-Shadywood West\dwg\Design\Street Plans\25-055 PLAN-BRNDYW.dwg ] [Plot Date:3/17/2026 4:46:26 PM ] [Last Saved:3/13/2026 9:52:28 AM ; Baustin] G G STA 74+84.11 to 75+60.99 Replace Curb & Gutter, Type IV (Modified) 76.9 ( LF) on 6" Aggregate Base (AB-3) 29.9 ( SY) W FH 0.7 W Jeffrey L & Carole L Woolfolk 3437 SW Brandywine Ct. W G +1 Sheila L McGivern Trust 3431 SW Brandywine Ct. W Larry E Stuart, Jr. & Tricia D Stuart 3449 SW Brandywine Ct. STA 71+10.76 to 71+26.95 Replace Curb & Gutter, Type IV (Modified) 20.3 ( LF) on 6" Aggregate Base (AB-3) 7.9( SY) +1 Bradley Grant & Stephanie Rae Griffin 3443 SW Brandywine Ct. G Gavin W Chapman & Valerie Morstorf 3455 SW Brandywine Ct. 2" Mill & 2" Asphalt Overlay 8" Concrete Pavement 6" Concrete Driveway Asphalt Pavement Patching DRAWN BY: L.