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• Cb 0) 0 M �b 90 w/ C�) C�) Existing Fire Hydrant C coo� IN) eA) to be Relocated • 158' --------------- t 1 11 -------------- ---------- I ----- ------------- r T "'Y 40 C) (9- End Phase I Trail Property Line CIO 88 - 8 7 -8 6 - - 861 90 - 8 7 .. . ....... Q) • 135' 50' 88 - ----- -240L 32 LF of 10' Trail - 4427 SY of Turning Lane and Driveway Future East ROW asphalt pavement A q 16 0 0 . . . . ...... A;f�r) CO . .......... - ----- �0 cv� 0 Q Q j 9 80'swale @ 0.5% 0) 429 LF of 10'Trail swe 0 @ 0.,5 -86 61 Future East ROW 10'Shoulder- 0 7� (0 60'swale 2.0% Q; Q) - - - - - - - - - - - - - - a..._--- - - 114,- - - - - - - - - - - - - - --- - - - - - - - - A 015 CO • C, Q) Ji _c). E VL Q) (b ew - - - - - - - - - --- - --- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ad ------------- C) Proposed Edge of,*vement Existing East ROW C)- 1�k 0) CO CO CO 0) 40 Q) 0-45---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - •CO LI) t7 ('V Relocated Fire Hydrant 42 LF of 6" DIP 70 11 2 - 90' Elbows 0)" 7 clob' Existing 12 "Water Main Existing 4" Force Main Ramp & Detectable !2 Existing Right -of -Way 46.3 LF of 12" Steel Casing Pipe Warning per FDOT Existing Pumping Station Jack & Bore per Pasco County Standards Index #304 (Typ.) 11,1119 SY of Widening Existing Edge of pavement 30 LF of Future 8"Water Main in Right -of -Way (See Utility Sheets for Details) Pavement See OffsiteDownmnnf Widening Detail 1 1. 1 14 LF of Proposed Type "D" -1: �- "bi - See I urning Lane and 18 LF OT Proposed 8 Water Main in Right -of -Way Curb Wet Tap Contractor to install \- Provide temporary construction water 4"x4" tapping sleeve and 4" service per Pasco County detail 01 Gate Valve. - Wet Tap Contractor to install 8"x12" tapping sleeve and 8" Gate Valve. NORTH Existing 12" Oak tree to be removed (see landscaping plans for details) II In 118 SY of pavement in the Right -of -Way 1�89.4o , Widening Detail Existing Sidewalk c- 1.50 See Offsite Pavement 3ij O DO \ OHP - OHP - GHP 0HP 0HP QHP90--'9 41P - GHP 70hp OHP P OHP C; - - - - - - - - - - - - - - - - - - --- - --1 -17 89.79 ... ..... ........ . ..... .......... .. ........ .......... ... . ..... .... . 90.69 90.52 90.09 E 9 1.78 90-32 0 Z Existing Edge of pavement 90.08 0 (b 69 0 .30 0 Existing Right -of -Way $9.4� • C .33 CL Proposed Edge of pavement 0I 04 ly C14 Existing Water Valve add concrete collar & raise box to match pavement elevation II 89 Existing North Right -of -Way Existing Edge of pavement - - -- - - - -- - -- - -- Aso--- - --- HP OHP ��P Ohl QHF HP'--}- Lill UHP ------- alp GHP QHP OHP UHP OHP HP Ulf` OHP OHP 89.75 89.70 -89059 89.18 90.10 0 CP 89.86 89.55 T --N 89.23 Driveway Pavement Future Wet Tap Detail Overlay existing pavement with 1" of FC - 9.5 asphaltic concrete along this length FORT KING ROAD (County Road) - Phase 1 j DAUGHTERY ROAD §i (County Road) roperty Line 5' Sidewalk Existing South Right -of -Way • 88.06 Detectable Warning per FDOT Index #304Sheet 6 of 6 (Typ.) Sidewalk NOTES: 1. No track type equipment will be allowed on any asphaltic or concrete surfaces. I I NOTES: 1. Turnout shall bo constructed in accordance with FDOT Index #515 2. Right turn lane shall be constructed in phase 1. 3. No track type equipment will be allowed on any asphaltic or concrete surfaces. 4. Safe pedestrian will be maintained at all times. 5. Any sidewalk, v�hich becomes undermined, must be removed and replaced. 6. Sidewalk connections to roadways must meet current A.D.A. standards per F.D.O.T. index 304. 7. Pasco County shall have no maintenance obligation in this area. 8. All traffic contro devices, i.e.; Warning / Construction type signs will comply with F.D.O.T. standard:3 during the construction phase. 9. All existing drainage to be maintained and restored to design flow lines. 10. No work, exce )t for emergency type, will be preformed after sundown and before sunrise. 11. NO OPEN CU FS without specific approval from the County Engineer. Trail Pavement Section 101-01, Broom finish 4 8" Su:)grade = 12" of Type B Stabilization with compacted subgrade to 98% MP (LBR 40) Turning Lane and Driveway Pavement Structural Course = 2.5" Asphaltic concrete (Type S-3) 1* Base = 6" of crushed concrete For additional detail see sidewalk details on sheet 19 Structural Number Required = 3.00 - Subgrade = 12" of Type B Stabilization with 2.5 x 0.44 = 1.10 compacted subgrade to 98% MP (LBR 40) 6 x 0.18 = 1.08 12 x 0.08 = 0.96 Structural Number Provided = 3.14 Offs1te Pavement Widening Friction Course = 1" FC 9.5 Structural Course = 3" Asphaltic concrete (Type S-3) Base = 6" of crushed concrete Subgrade = 12" of Type B Stabilization with compacted subgrade to 98% MP (LBR 40) Structural Number Required = 3.70 1 x 0.44 = 0.44 3 x 0.44 = 1.32 6 x 0.18 = 1.08 12 x 0.08 = 0.96 Structural Number Provided = 3.80 5 Revised offsite storm 09/30/10 pipe. Added notes. 4 Changed 5' sidewalk 08/31/10 to 10' trail. Added ditch & DBI on west side of entrance of Fort King Road. 3 Updated per new Site 07/15/10 Plan. 2 Revised per County 10/30/08 comments. 1 Per City comments. 05108/08 No. Revisions Date co 0- Cl) co -0 .r E 0 (D yj LL C: C: O 0 EL E 0 C: =3 0 -0 0 ( co UL) 0 =3 C: C: o 0) ::3 C: 0 >1 -r- -0 0Co a) N Co -o LL 4- CO 0 0 C) 0 LL Civil Engineer Carlos A. Vasquez, 20684 o November 11, 2010 Date Drawn: YZY Checked: Scale: 1 91=30' Dwg: III 060�4*, �u Job No: 1372-10 Sheet Of 27 13 Sheets