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HomeMy WebLinkAbout5051REF-2E w W x 6 "SHEET6 S. HIGHLAND AVW W m z a STREET IMPROVEMENT INDEX MAP (SHT. 4-11) N.T.S. m m � T Lu w _Fb SHEET 12 ai SHEET 13 S. HIGHLAND AVE. CC) T x WO N m Y z J Lu STRIPING IMPROVEMENT INDEX MAP (SHT. 12-16) a CONSTRUCT 18' RCP (D LOAD PER PROFILE) N.T.S. CONSTRUCTION NOTES ESWTE OF OUANTM 3 O CONSTRLK.T Be CURB & GUTTER PER CITY OF FONTANA STANDARD PLAN N0. 1000 3,720 LF OWIRUCT 2 6 1-/2' AC PAVEME[�IT OVER 95% COMPACTED NATIVE (12- MINIMUM) SEE GENERAL N IES 31 & 32 431,955.00 SF O NOT USED Y OCONSTRUCT 22000 LUMEN HPSV 200V STREET LIGHT FOR CITY OF FONTANA 28 EA O STANDARD PLAN NO. 404 CONSTRUCT CURB OPENING CATCH BASIN PER CRY OF FONTANA STANDARD PLAN NO. 3004 8 EA ©CONSTRUCT LOCAL DEPRESSION AT PER CITY OF FONTANA STANDARD PIAN NO. 3003, 8 EA - SEE PLAN FOR GASES TYPE. SEE SHT. 3 FOR DETAILS > a O7 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD PLAN NO. 1002 1 EA O CONSTRUCT 8' CURB PER CITY OF FONTANA STANDARD PLAN N0. 1000 5.520 LF O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CRY OF 7 EA EA FONTANA STANDARD PLAN NO. 1003 rl 10 CONSTRUCT 8' SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1006 16.326 SF 11 SAWCUT AND GRIND EXISTING AC PAVEMENT PER DETAIL 'A' ON SHEET 3 3,557 LF 12 REMOVE EXISTING AC PAVEMENT 113,015 SF 13 NOT USED R/W 14 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 403 0 SF tS SAWCUT EXISTING AC PAVEMENT 533 LF 18 ADJUST SEWER/SD MH TO GRADE 8 EA 17 ADJUST WATER VALVE TO GRADE 4 EA 18 CONSTRUCT 8' AC DIKE PER CITY OF FONTANA STANDARD PLAN N0. 1007 275 SF 19 REMOVE (SEE PLAN FOR REMOVAL IT% I SKS M AND ST EM CONSTRUCTION NOTES (LUMP SUM) 21 APPLY 12' SOLID WHITE CROSSWALK STRIPE k� O APPLY 4' SOLD DOUBLE YELLOW PER DETAIL 29 O APPLY 4' SOLID DOUBLE Yam PER DEVIL 21 1 24 APPLY 12' SOLD WHITE LIMIT LME O APPLY 8' SOLD WHITE LINE PER DETAIL 38 O INSTALL SIGN AS NOTED O APPLY PAVEMENT MARKING WORD 'STOP' O APPLY TYPE M ARROW MARKING AS SHOWN O APPLY TYPE N ARROW M ARIONG AS SHOWN O APPLY 4' SKIP LANE LME PER DETAL 14A 31 APPLY 50 LF OF 4' SOLID WHITE LINE O SANDBLAST CONFLICTING STRIPING O APPLY 6' WHITE BIKE LANE LINE PER DETAIL 39 AND 39A O APPLY BIKE LANE LEDEND AND ARROW PER MUTCD FIG. 9C-6(CA) O APPLY PAVEMENT MARKING AS SHOWN a CONSTRUCT 18' RCP (D LOAD PER PROFILE) S. HIG LF 3 CONSTRUCT 24' RCP (D LOAD PER PROFILE) > S. HIGHLAND AVE. 7 SHEET 9 705 SHEET 17 SHEET 18 U Y U W m O m 4 W X SHEET 8u; a 3 - O > a 584 - 57 Q JII EA O CONSTRUCT MH PER CITY OF FONTANA STANDARD PIAN NO. 3012 1 EA rl z a 0 � 3 PROP W to W 2 2 009 z z I� R/W co I SHEET 14 SHEET 15 SHEET 19 (� CONSTRUCT 18' RCP (D LOAD PER PROFILE) S. HIG LF 51 CONSTRUCT 24' RCP (D LOAD PER PROFILE) > w' O CONSTRUCT 30' RCP (D LOAD PER PROFILE) 705 LF U ¢ W W Y U W m O m W N W X O a 3 EA O CONSTRUCT 12' PVC. SCHEDULE 80 PIPE 584 SEWER IMPROVEMENT INDEX MAP (SHT. 17-18) CONSTRUCT 8' EXTRA STRENGHT VCP 1,257 LF O CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA 6 EA STANDARD PIAN NO. 2001 47 REMOVE PLUG AND JOIN EXISTING SEWER 1 EA O CONSTRUCT 18' RCP (D LOAD PER PROFILE) 206 LF 51 CONSTRUCT 24' RCP (D LOAD PER PROFILE) 110 LF O CONSTRUCT 30' RCP (D LOAD PER PROFILE) 705 LF O CONSTRUCT 36' RCP (D LOAD PER PROFW 1,625 LF O CONSTRUCT MH PER CITY OF FONTANA STANDARD PLAN NO. 3011 7 EA O CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STANDARD PLAN NO. 3010 3 EA O CONSTRUCT 12' PVC. SCHEDULE 80 PIPE 584 LF 57 CONSTRUCT CONCRETE COLLAR PER CRY OF FONTANA STANDARD PLAN NO. 3022 3 EA O CONSTRUCT MH PER CITY OF FONTANA STANDARD PIAN NO. 3012 1 EA O CONSTRUCT PIPE BULKHEAD VARIES PROP) , R/W TQ O REV. DC7A /NMMMMMMMMMMIIlgYOLI DIALWO WORKING BEFOREAYS BEFORE YOU DIG DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N.T.S. 2 w 2 X O STORM DRAIN IMPROVEMENT INDEX MAP 104' 59' 52' 12' 47' 7' 33' 12' 6" 4 6" 1 3• 1 9 I 10rl I I tiip+� rl Ik__2.00x r� 1 '� EXISTING SIDEWALK RAW EXISTING I ER/W NG MEDIAN \ EXISTING 2 CURB EXISTING CURB & STREET GUTTER SECTION SOUTH HP34- ND AVE TYPICAL CROSS SECTION 37+26.79 TO 38+61.34 N.T.S TI=9-10.5 104' 52' 52' 12' 33' 7' 40' 12' 6" 4' 6" 1 3 i 9+� I 10N �L I I -;N n p07L j II h 2.009 P J! _ " '1= I EXISTING SIDEWALK PROPRJ I /W EXISTING I EXISTING 1 MEDIAN ��-� \ R/W CURB EXISTING EXISTING 2 STREET CURB & SECTION GUTTER SOUTH HM.AND AVE TYPICAL CROSS SECTION 47+74.80 TO 49+25.07 N.T.S TI=9-10.5 92' 46' 46' 12' 34' 34' 12' 58' 33'11' 25.00' TO 46.00' 12 46 I VARIES VARIES 1 5.5' o 1' 1 0.5' 3 1 ?� 10 xi � 2.007 0 1 rl 3 PROP 1 2 009 z I� R/W I r _ 18IW r W of EXIST. f PROP) , R/W TQ O REV. DC7A /NMMMMMMMMMMIIlgYOLI DIALWO WORKING BEFOREAYS BEFORE YOU DIG DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N.T.S. 2 w 2 X O STORM DRAIN IMPROVEMENT INDEX MAP 104' 59' 52' 12' 47' 7' 33' 12' 6" 4 6" 1 3• 1 9 I 10rl I I tiip+� rl Ik__2.00x r� 1 '� EXISTING SIDEWALK RAW EXISTING I ER/W NG MEDIAN \ EXISTING 2 CURB EXISTING CURB & STREET GUTTER SECTION SOUTH HP34- ND AVE TYPICAL CROSS SECTION 37+26.79 TO 38+61.34 N.T.S TI=9-10.5 104' 52' 52' 12' 33' 7' 40' 12' 6" 4' 6" 1 3 i 9+� I 10N �L I I -;N n p07L j II h 2.009 P J! _ " '1= I EXISTING SIDEWALK PROPRJ I /W EXISTING I EXISTING 1 MEDIAN ��-� \ R/W CURB EXISTING EXISTING 2 STREET CURB & SECTION GUTTER SOUTH HM.AND AVE TYPICAL CROSS SECTION 47+74.80 TO 49+25.07 N.T.S TI=9-10.5 92' 46' 46' 12' 34' 34' 12' R/W 2 2 2 SAN MUM ROAD KNOX AVE TYPICAL CROSS SECTION TYPICAL CROSS SECTION 10+81.97 TO 11+75.05 11+08.43 TO 11+69.99 N.T.S N.T.S TI=6.5 TI=9-10.5 x Lu N.T.S. 104' 21 (SHT.19-22) 52' 52' 12' 40' 40' 12' 33' 7' 7' 33' 6' 6" 1 1 1 q I 10tiYQ+ + 1 rl`— I I 2 o0% x ��� _� 1� EXISTING SIDEWALK PROP�� 3-uza ,T..= --i K-. R W 1 EXISTING - J\ I EXISTING MEDIAN EXISTING EXISTING 2 CURB STREET CURB & SECTION GUTTER SOUTH HP34J D AVE TYPICAL CROSS SECTION 39+55.20 TO 46+83.20 N.T.S TI=9-10.5 104' 12 40' qL 40' 12 1 5' 11' 11' 5' 7 7 I 1 11 11 I 1 I 1 ui 15 15 \� EXISTING 2 2 A.C. PAVING EXISTING CURB & GUTTER SOUTH hKHLAPD AVE TYPICAL CROSS SECWN ML 84+32.04 TO 86+68.75 N.T.S E TI=9-10.5 0 0 N 104' N 52 52' o 12' 33'11' ' 18 I 18 6" r 7' 5.5' o 1' 0.5' o ?� 10 11 0 1 rl 3 PROP 1 2 009 _ h PROP R/W I _ R/W 2 2 2 SAN MUM ROAD KNOX AVE TYPICAL CROSS SECTION TYPICAL CROSS SECTION 10+81.97 TO 11+75.05 11+08.43 TO 11+69.99 N.T.S N.T.S TI=6.5 TI=9-10.5 x Lu N.T.S. 104' 21 (SHT.19-22) 52' 52' 12' 40' 40' 12' 33' 7' 7' 33' 6' 6" 1 1 1 q I 10tiYQ+ + 1 rl`— I I 2 o0% x ��� _� 1� EXISTING SIDEWALK PROP�� 3-uza ,T..= --i K-. R W 1 EXISTING - J\ I EXISTING MEDIAN EXISTING EXISTING 2 CURB STREET CURB & SECTION GUTTER SOUTH HP34J D AVE TYPICAL CROSS SECTION 39+55.20 TO 46+83.20 N.T.S TI=9-10.5 104' 12 40' qL 40' 12 1 5' 11' 11' 5' 7 7 I 1 11 11 I 1 I 1 ui 15 15 \� EXISTING 2 2 A.C. PAVING EXISTING CURB & GUTTER SOUTH hKHLAPD AVE TYPICAL CROSS SECWN ML 84+32.04 TO 86+68.75 N.T.S E TI=9-10.5 0 0 N 104' N 52 52' o 2 2 EXISTING g CURB & GUTTER SOUTH HG APD AVE XO F FER FNCTYPICAL CROSS SECTION LY* 87+88.85 TO 89+74.73 93+80.20 TO 102.40.64 s` N.T.S ONTI-9 10.5 0 REA" DESCRIPTION DATE DM an DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTFSS/PB AMERICAS, INC. QROEpl,, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 4�`�� �FY D- F9y 3311 Mr 9MELB/ smrFr SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �`� �' PHow- COL 9,1902 z Rg11E: Boa-Teo-isaz W ', A FAX. 909 -"I -Ml r -.No_64696 � 'a Prepared Under The SLpavWm Of THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS it EXP 06 30 11 I TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �qT C/v1\- f OF CA% - STANDARDS IN EFFECT. Cff W FONTANA, ANA, CAURR" STFIMT WK NBuBU PLANS DRAWN BY: INDEX MAPS & TYPICAL SECTIONS SCABIsc N DESIGNED Dr: PHASE t SWTH HDI AND AMME w1EAS SHOWN RD STREET IMPROVEMENT CHECKED B'0 APPROVED W. DRNwIc N0. 2 0 R.C.E. NO. 51152 DATE:JON 22 0 5051 12' 33'11' 5' E 6" r 7' 5.5' o 1' 0.5' o ?� 10 11 0 1 rl 3 1 2 009 8 r W of EXIST. f - ��_- �� I � R/W k� 1 15 0 2 2 EXISTING g CURB & GUTTER SOUTH HG APD AVE XO F FER FNCTYPICAL CROSS SECTION LY* 87+88.85 TO 89+74.73 93+80.20 TO 102.40.64 s` N.T.S ONTI-9 10.5 0 REA" DESCRIPTION DATE DM an DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTFSS/PB AMERICAS, INC. QROEpl,, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 4�`�� �FY D- F9y 3311 Mr 9MELB/ smrFr SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �`� �' PHow- COL 9,1902 z Rg11E: Boa-Teo-isaz W ', A FAX. 909 -"I -Ml r -.No_64696 � 'a Prepared Under The SLpavWm Of THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS it EXP 06 30 11 I TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �qT C/v1\- f OF CA% - STANDARDS IN EFFECT. Cff W FONTANA, ANA, CAURR" STFIMT WK NBuBU PLANS DRAWN BY: INDEX MAPS & TYPICAL SECTIONS SCABIsc N DESIGNED Dr: PHASE t SWTH HDI AND AMME w1EAS SHOWN RD STREET IMPROVEMENT CHECKED B'0 APPROVED W. DRNwIc N0. 2 0 R.C.E. NO. 51152 DATE:JON 22 0 5051