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HomeMy WebLinkAbout3778-1h1 1' •'I 1 1 a a ♦ / 1 ♦ FI '1 M t 1 � T, CITY OF FONTANA TRACT N0. 16991 OFFSITE STREET IMPROVEMENT PLANS 0 1•1 . T (61 , IFEX AMP SCALE: 1'=80' 0 I 5' # I PUE 25' I 5. 220. I I N --Ir �, ,, 1.46%-2-81% q 50' 25' 20' 5' VARIES 17M-3.3%) eP6 , -- RIW VKM MAP N.T.S. CONSTRUCTION NOTES EIMTE QE AIYT1T15 PV07B PROPOSED A.C. PAVEMEI(r1 .` 71 SURFACE I& TW CONTRACTOR SHAU NOT' DISTURB EXISTING SURVEY MOMAeRS, INDOTES REMM EXISTING A.C. PAVOW GB INDOTES GRADE BREAK MONUMENT' a. 1" BENCHWM WITkW PRIOR NOTIFICA710N1 2 CONSTRUCT 8" PCC CURB do GUTTER PER CITY STD. DWG. NO. 1003 ► ► 'J♦ ` >, ]1 1 >,� 1 7' .` al' 1♦`al h/ h•, " •� hi. ` «1 1 •, t' 1 \`\`\INDOTES GRIND k OVERLAY DOSTING PI INDOTESPOINT'OF INTERSECTION 17. RDVA AND REInACaAW OF ExsnNG SURVEY CONTROL. INCLUDING PAVEMW UWTED USE AREA 5 MOTES RIGHT' OF MY SURVEY M=A*NTSMONI" 70 AND "MMM SHAL.L. BE DONE 6 VC •, hal a « " 1 ♦` 1 ♦ t',a7 : 1 1 «1 I • r. a ,71 CIVIL. 7 r 77' 1 LICENSED 1 1 '1TES ► CENTERLINE ` 71 7 •.7' 1 • 1 h1 1 « 7 r 77' �. 1 h/ h'. • «,1 1 •, ♦ 1 ',7 1 ' « SURVEY MWAIENTSDESTWtED AS A RESULTOF INDICATES R1GH1T--OF-1MY LINE 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SID. 109 ♦ CONSTRUCTION SHAU BE RU1ACED. THE CONTRALTM SHAU W07ES DOW IMPROVEMENTS► CONSTRUCT 4- AC PAVEMENT (MIN) OVER 12' OF 95X COMPACTED NATIVE SOIL M 7 t ai' '' 1 al ' ', I' 1 1 •,7 --(13*— INDOTES EXISTING CONTOUR FI ♦ I ' 7'. ` 1 : 71 1 h INDICATES LENGTH!ON CURB THAT TIES TO MONIUMENTS CAN BE E57ARSO FOR LATER 1 h► 1 7 1• 7 1 7' 7 i t 7T, 7 7 ' ', I 1 h7 7 CONSTRUCT PCC DRIVE APPROACH PER CITY SID. DWG. NO. 1005, W-16' UNLESS NOTED OTHERWISE FBIACEMENT OF THE MONUMENT. STREET LOITS BCR #WTES BEGIN CURB RETURN DIRECTION 1 I 1'.1 ► ',1- / / 1•, I ♦`1 1 'I 1 « 7 r 77• 1 7', 71 I& THE h1 1' ` hh3S1' 1 ',7►` 1 7 AND BUSINESSES AT ALL TIMES. A WE" 12 FOOT LANE SHALL •,t 1 « •►� .I 1 `1 a► la 7• «1 1 I •1 r t• ► INDICATES LANDSCAPE MAINTENANCE EASEMENT BE 71 AT ALL TIMES IN THEh 1 ♦MMION AREA FOR1 7 7 ► 1 ` h1 " 7', r USE AREA r 71 1 7.\ 1 ,• .` ► •, ,► h 7 r 77' / . • . 1 • 1 hl 1 1 • 1 r r' 1 ',', 1 7► 1 , 1 'w / ' 1 7• hl ' 1 1 hi► a► ` ►`71 1 ♦" al r'. 1 hI 1 ' 1 ' '.7 « 1 ', 1 •.7 h ,. 7 1 ' t'. 7• l i' ' 1 «1 1 1 h1 ♦ 1 h1 1 ' " ',i► 1 ', 1 hA 1 a 1♦ r a h1 ' 1 1 hi. 1 .� 1 1 h i t 77• a ►7' r ►71 1', ` 1• 1AND 1h1 1• ` ',7 1 1 1• ',7 h ►.` t' 1 ► 1 ' / 7' ' / 71 ♦ 1 • '.a a `• / a'w 1 ` ► w 71 h1 '1 � 1 r'I 1 1 � , al► 1'• h ` '1 lal h/ 1' 1 1 ,', 1. 7 ` 1 •,71 7 r 77' 1 •, h1 ',► 1 ` • 1 1 •, hl •,1 1 h 1 h a t 77' 1 1 1 7 1 1 al♦ 1 1 • ►.• 1 11 h1 1 • ` h1 ► 7' r • 1 ► `a- h 7' `1 h1 ► 7' r• 1 1 "T « a' FI a♦ h 1 1 71 1 7 ]'r7 h>, /1 I1 1. 1 •I 1: I 11 >, ,' h al 7• ` 7' `1 71 ♦`1 ►1 ' I ' • 1 h1 1 ` 1 I •7• ► 1 7' .11 IVA 1 7' h1 • hl I • 1 • 7'• 1 1 �• •, • ',7 7 h a t •, ►7 1 I a 1 .7 a 2:4 1 «7 a', 1 1 ' 1' 1 7', 1 7' ♦` 1 71 1 � h1 ♦ 1 h1 ' 1 /i. � � «' 1 ',1 1 7 • «1 a r 77' 1 7 01 0 LO 0, ♦ 1, h1 1' •'I 1 1 a a ♦ / 1 ♦ FI '1 M t 1 � T, CITY OF FONTANA TRACT N0. 16991 OFFSITE STREET IMPROVEMENT PLANS 0 1•1 . T (61 , IFEX AMP SCALE: 1'=80' 0 I 5' # I PUE 25' I 5. 220. I I N --Ir �, ,, 1.46%-2-81% q 50' 25' 20' 5' VARIES 17M-3.3%) eP6 , -- RIW VKM MAP N.T.S. CONSTRUCTION NOTES EIMTE QE AIYT1T15 PV07B PROPOSED A.C. PAVEMEI(r1 .` 71 SURFACE I& TW CONTRACTOR SHAU NOT' DISTURB EXISTING SURVEY MOMAeRS, INDOTES REMM EXISTING A.C. PAVOW GB INDOTES GRADE BREAK MONUMENT' a. 1" BENCHWM WITkW PRIOR NOTIFICA710N1 2 CONSTRUCT 8" PCC CURB do GUTTER PER CITY STD. DWG. NO. 1003 472 LF THIE CITY ENGINM. \`\`\INDOTES GRIND k OVERLAY DOSTING PI INDOTESPOINT'OF INTERSECTION 17. RDVA AND REInACaAW OF ExsnNG SURVEY CONTROL. INCLUDING PAVEMW UWTED USE AREA 5 MOTES RIGHT' OF MY SURVEY M=A*NTSMONI" 70 AND "MMM SHAL.L. BE DONE 6 VC INI"TES VERTOL. CURVE r. a ,71 CIVIL. 7 r 77' 1 LICENSED 1 1 '1TES ► CENTERLINE BEGIN VERTICAL. SURVEY MWAIENTSDESTWtED AS A RESULTOF INDICATES R1GH1T--OF-1MY LINE 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SID. 109 ♦ CONSTRUCTION SHAU BE RU1ACED. THE CONTRALTM SHAU W07ES DOW IMPROVEMENTS► CONSTRUCT 4- AC PAVEMENT (MIN) OVER 12' OF 95X COMPACTED NATIVE SOIL 7 ► VERTICAL.CURVE WTIFY THE ENGINEER 1 E PRIOR TO CONSTRUCTION `1 --(13*— INDOTES EXISTING CONTOUR 1C INDICATES LENGTH!ON CURB THAT TIES TO MONIUMENTS CAN BE E57ARSO FOR LATER 282 LF 11 CONSTRUCT PCC DRIVE APPROACH PER CITY SID. DWG. NO. 1005, W-16' UNLESS NOTED OTHERWISE FBIACEMENT OF THE MONUMENT. STREET LOITS BCR #WTES BEGIN CURB RETURN DIRECTION 1 I F' 1 END CURB RETURN I& THE h1 1' ` hh3S1' 1 ',7►` 1 7 AND BUSINESSES AT ALL TIMES. A WE" 12 FOOT LANE SHALL TC XDOTES TOP OF CURB LME INDICATES LANDSCAPE MAINTENANCE EASEMENT BE 71 AT ALL TIMES IN THEh 1 ♦MMION AREA FOR1 >, FLOW, r USE AREA h1 1' •'I 1 1 a a ♦ / 1 ♦ FI '1 M t 1 � T, CITY OF FONTANA TRACT N0. 16991 OFFSITE STREET IMPROVEMENT PLANS 0 1•1 . T (61 , IFEX AMP SCALE: 1'=80' 0 I 5' # I PUE 25' I 5. 220. I I N --Ir �, ,, 1.46%-2-81% q 50' 25' 20' 5' VARIES 17M-3.3%) eP6 , -- RIW VKM MAP N.T.S. CONSTRUCTION NOTES EIMTE QE AIYT1T15 1I CONSTRUCT 6.5' AC PAVEMENT (MIN) OVER 12' OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) 249 TONS 2 CONSTRUCT 8" PCC CURB do GUTTER PER CITY STD. DWG. NO. 1003 472 LF 3 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 4443 SF 4 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. N0. 1006 3 EA 5 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LIVE (1' MMI.) 1156 LF 6 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 2 5478 SF 7 INSTALL 9500 LUMEN HPSV (100 WATT, 110) LUMINAIRE PER CITY STD. 1016 1 EA 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SID. 109 5 EA 9 CONSTRUCT 4- AC PAVEMENT (MIN) OVER 12' OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) 58 TONS 10 CONSTRUCT 6' PCC CURB dt GUTTER PER CITY STD. DWG. NO. 1003 282 LF 11 CONSTRUCT PCC DRIVE APPROACH PER CITY SID. DWG. NO. 1005, W-16' UNLESS NOTED OTHERWISE 6 W571 SF 12 INSTALL 5800 LUMEN HPSV (70 WATT, 17) UUNAIRE 1 EA PER CITY STD. 1016 13 6' TO 8' CF, CURB AND GUTTER TRANSITION 142 LF NORTH q 1 34' t 34' 1 M. M 12�, - — ---}- �I ALL TIMES — — PROPOSED IMPROVn* S EXISTING IMPROVEMENTS — — — 2 20. ALL GRADING OPERATIONS SHALL BE WHEN SWAM THE DOS'TD� AND LOCATION OF M Y UTMLIIY PIPES MID/OR STRUCTURES EXISTING IMPROVEMENTS 5 PROPOSED IMPROVEMENTS WIND VELOCITIES EXCEED 25 MILES PER HOUR. SHOWN ON THESE PLANS WERE OWN" BY A SEARCH OF THE AVAILABL.E RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, `�' 21. THE CONTRACTOR SMALL NOT CAUSE ANY EXGIATED MATT7i V, MUD, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND OR GRADE SULTANA AVENUE CI�IUE SILT OR DOW TO BE DEPOSITED ONTO PU�JC OR PWTE PROPERTY OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO DWD ADWYACENT TO THE RIWT—OF WMY DURING CONSTRUCTION WIT HIOr PRECAUTIO ARY MUSURES TO PROTECT ANY U IM LIES SHOWN AND ANY on "STA 19 89.09 TO STA Z2�6738 CAL SECTION RANCHO FONTANA VILLAGE PARKWAY PRIOR WRITTEN APPROVAL LINES NOT ON REOORD OR NOT SHOWN ON THESE PLANNS. N.T.S. STA 35+06.84 TO STA 40#2436 22 NO TRENCH 9AC*U SHALL TAKE PLACE WITHouT PRIOR APPROVAL CONSTRUCTION COWN CTOR AGIM THAT I4 ACCORDANCE WITH GENERALLY ACCEPTED T1=5.5 OF THE CITY INSPECTOR. P FE WWL BE REQUIRED TO, ASSUME N.T.S. SOLE AND COMPLETE FOR JOB SITE CONDITIONS DURING THE COURSE Q RECORD DOCUMENT Of CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND # WHERE SHOWN ON PLANS FES, �,5 1 23. A GEOTECFINCAL ENGINEER SHALL CERTIFY ALL BAL'KFIl COMPACTION. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND These Record Dock bow baa• I paird bred S Hq y FAILURE TO OBTAIN THE REQUIRED DENSITY S94U REQUIRE NOT BE LIMED 10 NNORMML WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER RE -WORKING OF THAT PORTION OF THE WORK UNTO THE SPECIFIED AGREES TD DEFEND, I4EGINIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANYp'0 i by 06M lu O8ipw on information No. 43976 DENSITY IS OBTAINED. AND ALL LIABILITY. REAL OR ALLEGED, I4 CONNECTION WITH THE OF essional br aftwliia/ do aeare.cy and/or W z 24. CARE "" BE TAKEN TO PREVENT GRADES, DITCFES, AND SNiAIES WORK D PRiOrECT, EXCEPTING LUBrLITY ARISING FROM THE SOLE NEGLIGENCE —lawma of db i�1�i0� ad sthtll not be ExP. 6�9 OF THE DESIGN PROFESSIONAL for a FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE Mp B1101r NOK alionaMiona which may CNtl SM TIE CITY ENGINEER MAY REQUIRE TEMPORARY BASIS OF BEARINGS: C�cALIF SWUM ENTERING OR LEAVING IMPROVEMENTS. THE ENGNEER PREIWING T} BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE a v8 PLANUS WILL NOT 8E fB�ONfS�E FOR OR LIABLE FOR; UNAUTHORIZED CIIANICES TD OR USES OF THESE PLANS. ALL CHANGES TO THE BEING NORTH 00'21'45' EAST AS SHOWN ON TRACT 16477, RECORDED IN 4014ar09 HA0NtifE,Q,2�� A0!9ppz01 DT E PLANS MUST BE I4 WRITING AND MUST BE APPROVED BY THE PF0 RER OF THESE PLANS. MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY. , 0 O REV. REVISION DESCRIPTION DATE ETVGR. CITY DATE940MCONMW .�1ON OF REQi�® BENCHK Prepared � Q�OFESS /C� CITY OF FONTAN4 CALIFORNIA NOT oo WOHaN PREPARED FOR: L ALLARD ENGINEERING ID J,o S. Hq,yCeL lF TWO WARS OF WE DATE OF AWROVAL aim I uC CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering - Lend Surveying - Land Planning �or �F� RANCHO ti� FONTANA SPECIFIC PLAN 9401MV RENONAND CARRED FORTH N A ® 8253 Sterna Avenue Z DRAWN BY: SSE: DNlt VTMANNER, DE UTY � MAY Fontana, Cali 10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE �' No. 43976 m AE OFFSITE STREET MOVEMENT PLANS AS NOTED DIAL TWO WORKINGRANCHO CUCAMONGA NO. 1536697E AT THE SOUTHWEST CORNER OF brnta 92335 06- Exp. 6/30/07 � DESIGNED BY: DATE: BEFORE DAYS BEFORE REV506 TO THE FAM TO NO VM YOU DIG YOU DIG REQI�E CA 91730 SULTANA AVENUE AND BASELINE AVENUE. )356-1815 Fax ) 1795 * * RC • 12M THEN NVTO CONFOWANa YAM TEL (909) 291-7600 � ^ 1 a O JULY, 2005 TOLL FREE 1-800-227-2600 FAX 909 291-7630 David S. Hammer, A.C.E. 43976 ��ll, / V ► o���r CHECKED BY: DRAWING NO.: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ,P�colZ© pG4Ac�lrVG /ro` .1�.� A� �A � �� ( ) QEVAT�OI� 1365.01 (exprea 6/30/2007) �F CALIF ml C�j CITY NEER DATE, 51152 .O� 3Tx 3 ,Fdermne: M:\dwg\15926\fhd design\street\0FFSI►E\LSrR01.DWG 0