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HomeMy WebLinkAbout699A-1. o F,�fUry TG •''• � : •••f�f�r-v Fs � �y�� 3 ' • l �' �g /vo / I i } lot • 30 L' •#4 htprs- SMIO !//'/4L A107 g: ,bi//vf 5/eve//, Grade/ (oo! de♦formtld Z. Clelmanf 9f 1h 9hm// by m &.rP117741,77 of .3000 psi An Z8 V' Ys. 3/4 o ; • 45 Vic/ \ o '' •• •Cxis� Grnd �f ,�0 k/�f �gl 1 o f l fg A IV/# -' ��� (Q'� Vy • 45 ae 0 • � J rw a � 1�6'� J/6 w. evsl. .7C-- ea ejiry - 3/7 3/D 3/9 -! �3 a D o� . o F,�fUry TG •''• � : •••f�f�r-v Fs � �y�� 3 ' • l �' �g /vo / I i } lot • 30 L' •#4 htprs- SMIO !//'/4L A107 g: ,bi//vf 5/eve//, Grade/ (oo! de♦formtld Z. Clelmanf 9f 1h 9hm// by m &.rP117741,77 of .3000 psi An Z8 V' Ys. 3/4 o ; • 45 Vic/ \ o '' •• •Cxis� Grnd �f ,�0 k/�f �gl 1 o f l fg A IV/# -' ��� (Q'� Vy • 45 ae 0 • � J rw a � 1�6'� J/6 w. evsl. .7C-- ea ejiry - 3/7 3/D 3/9 �3 a f!/7vfei GAG sgb T L _ /o b / ♦ FUuAveSG A- r. r t r ei i - II ,5'•y� 11/M4N60 A YeN& 0 p A II zz 7-7 y I Il 32` lQ' 20' ?o' ¢95 /f Garb Guffe/r /979 S/ 5ideikwlle 0.5' ; t .4' I 8' ie' I *21 - ,/ - G hO Noort ,5'eiew L5'fo' /P¢ dor ar// otheir ONWAZ M0-Vh1:`1tV Srd IN elache*oPip, SMae.1141AIV e779 �.4 7YX16AZ &6270N Wh 9,00V At. /vrs J4?0 (0=V &T &V /rer/r/C/VY hf0 ton 4el,,dwtii/7 Am 5f 14.6, Ovelr/ai / mrd ,dig e1hvr9e1strae1furP 4GG sf do�n/r�errc�r�/ ,f�rrv�wasy 4AvIvoe/h INK 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department Standard Specifications dated 1975. 2. Construction permits shall be obtained from Fontana Public Works Department prior to the start of any work. 3. Sewer manhole frames and covers shall be constructed to 6" glow finished pavement grade by the Sewer Contractor and shall be raised to grade by the Paving Contractor, at the completion of paving. 4. Water valve covers shall be raised ato grade by the Paving Contractor, at the completion of paving. 5. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan grades. 6. As -Built plans shall be provided to the City by the Contractor. 7. The -Contractor shall contact all serving utility companies for the locations of existing underground lines BEFORE THE START OF CONSTRUCTION. • s CONSTRUCTION NOTES I Construct 8" Curb & Butter per Std 101 2U Construct 4" thick PCC Sidewalk per Std 105A �./ Construct Commercial Driveway Approach per Std 1028 (Modified) W= 52' OConstruct Discharge Structure per Std 124 (Modified to double 3' box) see.) to/s 9h&elf 5 Install Under Sidewalk Drain per Std 124A (Size 3) U6 Saw -Cut to neat clean edge ORemove Existing AC paving OConstruct 2 1/2" AC paving over compacted native material 9� Remove and Reconstruct Existing AC Driveway. Provide for "Grade to Drain" as shown on plan. 10 Remove Existing Trees interfering with construction. it ejone+. ACI owrlsl (p?/j4he)r to m60cA mo+inq) BENCH MARK ' BMN 2M-11: PK nail E. Curb of Mango, 3.85' N. of NE Curb Return Mango & Barbee Elevation: 1335.29