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HomeMy WebLinkAbout3247-171475 5 U x U I E s CD O x I Tri U vx 3 v 0 O E �Q v � cV 0 U Lo iCD 00 O N 00 �z d- C N t: T 1 L0 coo r T O N .co /OI * V� T 90+00 6m t— U H _ T O I 0 C) -�+� m mlFv- PR" P. W�LY ME . rn +I00 _ -- Orn o� + 91+00 LY MILD. PF (OP. E' Y MEI . �o .I GROUND m 0 + FOR BENCHMARK AND D MMMM"/VV^/VVVJJvW~ o MMMMVA1VVJVVWAM BASIS OF BEARINQ3, FBAL TWO WORKING SEE SHEET 1 EF❑RE DAYS BEFORE TOLL FREE -qqmmmlp- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 92+00 T LIM ■rte .I GROUND I �.�E IS '.W�-ROJND PROFILE SCALE X11 F_A E HORIZONTAL 1" = 40' ~ VERTICAL 1 " = 4' 93+00 94+00 95+00 CITRUS AVENUE � IShi SJR 96+00 V OCD `+ rn T 97+00 O + 00 00 V/ W W w z _ Cn -1 w i W UU) Q CONSTRUCTION NOTES: 1O SAWCUT EXISTING PAVEMENT. 2O CONSTRUCT MIN. 6.5" AC PAVEMENT OVER 12" MIN. — OF 95% COMPACTED NATIVE SUBGRADE. 4O CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1003. 1477 5O CONSTRUCT 8' PCC CURB PER CITY OF FONTANA STD. PLAN N0. 1003. SO CONSTRUCT 4" THICK PCC SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1015, AND PER THE PLANS. 10 ADJUST MANHOLE AND VAULT TO GRADE (BY OTHERS). 11 ADJUST MANHOLE TO GRADE PER CIN OF FONTANA U STD. DETAIL 109. 17 COLD PLANE EXISTING AC PAVEMENT 0.10' MIN. DEPTH AND CONSTRUCT VARIABLE THICKNESS (0.10' MIN.) AC 31 14771 v r FONTANA STD. DETAIL 102, WIDTH PER PLAN, ca v MODIFIED PER DETAIL 3 ON SHEET 37 v 25 CONSTRUCT RESIDENTIAL DRIVEWAY PER CIN OF c� �v I FONTANA STD. DETAIL 103, WIDTH PER PLAN. 3 v I U FONTANA SEWER IMPROVEMENT PLAN, DWG N0. 3762 U x U I E s CD O x I Tri U vx 3 v 0 O E �Q v � cV 0 U Lo iCD 00 O N 00 �z d- C N t: T 1 L0 coo r T O N .co /OI * V� T 90+00 6m t— U H _ T O I 0 C) -�+� m mlFv- PR" P. W�LY ME . rn +I00 _ -- Orn o� + 91+00 LY MILD. PF (OP. E' Y MEI . �o .I GROUND m 0 + FOR BENCHMARK AND D MMMM"/VV^/VVVJJvW~ o MMMMVA1VVJVVWAM BASIS OF BEARINQ3, FBAL TWO WORKING SEE SHEET 1 EF❑RE DAYS BEFORE TOLL FREE -qqmmmlp- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 92+00 T LIM ■rte .I GROUND I �.�E IS '.W�-ROJND PROFILE SCALE X11 F_A E HORIZONTAL 1" = 40' ~ VERTICAL 1 " = 4' 93+00 94+00 95+00 CITRUS AVENUE � IShi SJR 96+00 V OCD `+ rn T 97+00 O + 00 00 V/ W W w z _ Cn -1 w i W UU) Q NOTES: 1) REFER TO STREET LIGHT PLANS FOR STREET LIGHT STATIONING AND NOTES. 2) FOR MEDIAN TREATMENT, SEE LANDSCAPING AND IRRIGATION PLANS. 3) FOR DRIVEWAY DETAILS, SEE SHEETS 34-37. ALL DRIVEWAY LOCATIONS ARE TO BE FIELD VERIFIED BY CITY INSPECTOR. 4) FOR DEMOLITION PLAN SEE SHEETS 1 TO 5 OF DRAWING NO. 3251. 5) REFER TO SHEETS 35 AND 36 FOR REPLACEMENT OF RESIDENTIAL GATES/ACCESS. LLI F— 4AJ 50 ZO N 37 v~ia w01 O za.R� 40 20 0 40 80 � ® E D D t2m\/ A1C D�107 SCALE I N FEET CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �p eR NNSe�O'�! CITRUS AVENUE WIDENING IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ��� -� � s F 1131 W. stn sT.,SUIrE 350, oNrARlo. CA 91762 z (909) 933-5225, (909) 933-5228 FAX DRAWN BY: ROADWAY PLAN & PROFILE SCS „— HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY w No. 30006 m Prepared Under The Supervision Of : FROM 378.12' 0 LOS CEDROS 1 —40 Exp. 913010 7 - DESIGNED BY. / DATE: REQUIREENGINEER MAY REVISIONS TO THE PLANS TO BRING THEM P ;* : TO 200 HIGHLAND AVE 10/1 7 05 q G111,1 .� CHECKED- BY: P OVED B . DRAWING NO.: 17 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT._ Z s -Date . i� _� l < '�^ 3247 37 t;' $F ITY ENGI R R.C.E. 51152 DATE. CONSTRUCTION NOTES: 1O SAWCUT EXISTING PAVEMENT. 2O CONSTRUCT MIN. 6.5" AC PAVEMENT OVER 12" MIN. — OF 95% COMPACTED NATIVE SUBGRADE. 4O CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1003. 1477 5O CONSTRUCT 8' PCC CURB PER CITY OF FONTANA STD. PLAN N0. 1003. SO CONSTRUCT 4" THICK PCC SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1015, AND PER THE PLANS. 10 ADJUST MANHOLE AND VAULT TO GRADE (BY OTHERS). 11 ADJUST MANHOLE TO GRADE PER CIN OF FONTANA STD. DETAIL 109. 17 COLD PLANE EXISTING AC PAVEMENT 0.10' MIN. DEPTH AND CONSTRUCT VARIABLE THICKNESS (0.10' MIN.) AC 14771 OVERLAY FOR SMOOTH JOIN. SEE DEfNL 4 ON SHEET 6. 48 CONSTRUCT RESIDENTIAL DRIVEWAY PER CIN OF FONTANA STD. DETAIL 102, WIDTH PER PLAN, MODIFIED PER DETAIL 3 ON SHEET 37 25 CONSTRUCT RESIDENTIAL DRIVEWAY PER CIN OF FONTANA STD. DETAIL 103, WIDTH PER PLAN. 37 NEW STREET LIGHT PER STREET LIGHT PLAN. 41 CONSTRUCT SEWER PIPE AND LATERALS PER CIN OF FONTANA SEWER IMPROVEMENT PLAN, DWG N0. 3762 DATED 12/22/04, AND APPROVED ON 05/26/05. NOTES: 1) REFER TO STREET LIGHT PLANS FOR STREET LIGHT STATIONING AND NOTES. 2) FOR MEDIAN TREATMENT, SEE LANDSCAPING AND IRRIGATION PLANS. 3) FOR DRIVEWAY DETAILS, SEE SHEETS 34-37. ALL DRIVEWAY LOCATIONS ARE TO BE FIELD VERIFIED BY CITY INSPECTOR. 4) FOR DEMOLITION PLAN SEE SHEETS 1 TO 5 OF DRAWING NO. 3251. 5) REFER TO SHEETS 35 AND 36 FOR REPLACEMENT OF RESIDENTIAL GATES/ACCESS. LLI F— 4AJ 50 ZO N 37 v~ia w01 O za.R� 40 20 0 40 80 � ® E D D t2m\/ A1C D�107 SCALE I N FEET CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �p eR NNSe�O'�! CITRUS AVENUE WIDENING IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ��� -� � s F 1131 W. stn sT.,SUIrE 350, oNrARlo. CA 91762 z (909) 933-5225, (909) 933-5228 FAX DRAWN BY: ROADWAY PLAN & PROFILE SCS „— HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY w No. 30006 m Prepared Under The Supervision Of : FROM 378.12' 0 LOS CEDROS 1 —40 Exp. 913010 7 - DESIGNED BY. / DATE: REQUIREENGINEER MAY REVISIONS TO THE PLANS TO BRING THEM P ;* : TO 200 HIGHLAND AVE 10/1 7 05 q G111,1 .� CHECKED- BY: P OVED B . DRAWING NO.: 17 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT._ Z s -Date . i� _� l < '�^ 3247 37 t;' $F ITY ENGI R R.C.E. 51152 DATE.