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Home My WebLink About2110-1UTILITY NOTIFICATIONS WATER: SAN GABRIEL VALLEY WATER COMPANY GAS: 11142 GARVEY AVENUE EL MONTE, CA 91734 ( 213) 446-6183 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (714) 350-7640 TELEPHONE: GENERAL TELEPHONE 9000 HELLMAN AVENUE ' RANCHO CUCAMONGA, CA 91730 POWER: (714 ) 945-3562 PACIFIC BELL 3939 E. CORONADO STREET AfdAHEIM, CA 92807 ( 714 ) 999-5639 CONSTRUCTION NOTES �- REMOVE EXISTING PCC CURB AND GUTTER �— REMOVE EXISTING CATCH BASIN 3 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD, NO, 101 CONSTRUCT PCC DRIVEWAY ENTRANCE PER CITY STD. NO. 102-C CONSTRUCT PCC SIDEWALK PER CITY STD, NO, 105-A, 6�— CONSTRUCT RAMPED CURB RETURN PER CITY STD, NO. 104-A 7O— CONSTRUCT 4" A,C. OVER 6" C,A,B, O— CONSTRUCT 'VARIABLE THICKNESS A.C, OVERLAY (0,1' - 0,3') 9�-- EXISTING POWERPOLE TO BE RELOCATED (BY OTHERS) 10 EXISTING TRAFFIC SIGN TO BE RELOCATED 11 EXISTING BILLBOARD TO BE REMOVED 12 CONSTRUCT CATCH BASIN PER COUNTY OF SAN BERNARDINO STD. DWG 206 AND DETAIL "A" ON SHETT 1, W=24', V=4', H=2" 13 INSTALL 15" C,M,P,, 10 GA, 14 CONNECT EXISTING 15" C,M,P, TO PROPOSED 15" C,M,P. 15 CONSTRUCT 24" RCP, 2000 1) WITH BULKHEAD PAVING NOTES STREET IMPROVEMENT SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD, FONTANA, CA 92335 MR, LOU WESTFALL (714) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA 92621 (714) 529-2889 SOUTHERN CALIFORNIA EDISON COMPANY 3 P.O. BOX 788 � 300 N. PEPPER STREET � RIALTO, CA 92376 ATTN: DAVID JONES 0.50' _ (714) 820-5191 QUANTITY ESTIMATE 52\1 11.50' 40' 6 ` 32 m Cr U H 5 EXISTING �2 0 GRADE 8 x 3 EA, 1 EA, 1 EA 24 L, F, 3 1 EA - 0.50' 11.50` 6 m EXISTING Cr %�. GRADE v w ACTUAL THICKNESS OF BASE MATERIALS TO BE DETERMINED BY SOIL TEST AND`n " I 5 � RECOMMENDED BY THE SOILS ENGINEER, "R" VALUE, SAND EQUIVALENTS AND 2 W STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, _ a e 2. o% CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM /�r=�� =//=�l _ - ��1=1�� = ��=ll/_ " 3 UNDERMINING STREET IMPROVEMENTS UPON IMPROVEMENTS, UPON INSPECTION OF //l= �.• THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL j�l'. opo L OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING, CONSTRUCT' " A.C. OVER" A.S. PAVING , ( ASSUME 4" A.C, OVER NATIVE FOR ESTIMATING PURPOSES ONLY,) ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1, SCALE: HORIZ. I" = 5' VERT. I"= I' 52 1 40' 36 1 1 60% - 2.60% _S��:EXISTING AC FINISH SURFACE ��I'��(/��r%a• ,O • 6 - - , Q _ Q •_ • �' 'l//�/�/-///--- �11 1811 1811 �11 Z.Op o l�� — n 4 112 r� • N ( 1/4 1 1pt6 CUtZBD. OPE( �1t lCa DETQ.(L ST X. 206 4. �GALV. STEEL TEpS r— - - - - . 13ELO MANHOLE 11 v o p ca ss ,f .s a /�l = f • rfL SEE STD. 110. 206 b, I ,-a 1 LOGAL t3p(Z6SciiD iii=._, � -, � - "-• �,'.: -� \� ti •.. TEMPORARY „ 4'� . SAND FILL W/11l� CONCRETE SLAB 1'�,' •, , :`'; . 12 O.C, p1PE TYPE R SIZ 15 C. M P, E Sl-lAL(, GO/ly1"• G,2r�K d SLAB SHALL HAVE CONSTRUCTION '°. , ' c9 ' °. o' 5NoW1J oN PLAr-!s. JOINTS EVERY 2' 1 ' 7Wc4/,We59 SHALL 13B SNowi4 MoRTan., f�jJLIGt•1Oar� , ♦ • , . . II II 12o,c- ,' • ` I oto FLANS Fr7f2 METAL. rIPc• SECTION 1 — 1 -,,, _ SCALE: I"= 4' MANHOLE FRAME Z a COVER PER S.B. mrr COUNTY STD. DWG. 204 EJC157• v PVC *.D. qr z 70 �E I�lTEf��PTED TYP. EACH END. U-) rn a + U 1 0 Q 15" C.M. P. M 50 . q 6 FL 4 "R 1.74% 1 n _ n 5 - 0 241 - 0 - UsE SuppoRT eoLTs Pete 2 4" R.C.P., 6' LONG. COUNTY STP. 206 -A LO 49 65; t `� NOTE ti Cpl-l-rRA.GTO(2, 5l4ALL (NIDE �AS- C�uILT BRICK a MORTAR o BULKHEAD LdGnTlvt-1 Al -1t7 �LeVaTto1-l. N Co CATCH BASIN — PLAN VIEW - A SCALE: I"= 4' 2- - • SLOPE FLOOR 1 R FOOT BENCH MARK No. 199 L0CATION : pk NAIL /N P.R #//70859E NE CORNER ARROW AND C/TPUS W ctS , 14111. FROM ALL I9EGT1009 335, 00 L, F I I 6 2.1 AROUND THEIR FACILITIES, .• tiOPTIOWAL. �1 47 3 I ► _ � ' ., " J OI HTS OU i PLA, 15 "� �, Checked by. 1 - - % EXISTING AC FINISH SURFACE 292, 00 L, F, DETAIL OF RF_1P1r-0r.MFM6W r SECTION ->? 548, 00 S, F, Q ' o A•( 1'C" o.c. ,3o'fi-1 WAY-?, 10 -roe Q LAF� Ak7 WALL0, o a 907-11 24, 1,980 S,F,X 11` 5. CURB 4 UurMg Ca.-raiF �,"Ac , t% co6-I*Tjg ucreD PgioR ro COF-1errRuorru_IC? Top of G&-rcg P�,45ft-L• 140 S, F, A� 41411 S, F, CITRUS AVENUE 7,761 S, F, TYPICAL SECTION 2 EA STA. 20+74.54 TO STA. 21+99.66, 3 EA, 1 EA, 1 EA 24 L, F, 3 1 EA - 0.50' 11.50` 6 m EXISTING Cr %�. GRADE v w ACTUAL THICKNESS OF BASE MATERIALS TO BE DETERMINED BY SOIL TEST AND`n " I 5 � RECOMMENDED BY THE SOILS ENGINEER, "R" VALUE, SAND EQUIVALENTS AND 2 W STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, _ a e 2. o% CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM /�r=�� =//=�l _ - ��1=1�� = ��=ll/_ " 3 UNDERMINING STREET IMPROVEMENTS UPON IMPROVEMENTS, UPON INSPECTION OF //l= �.• THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL j�l'. opo L OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING, CONSTRUCT' " A.C. OVER" A.S. PAVING , ( ASSUME 4" A.C, OVER NATIVE FOR ESTIMATING PURPOSES ONLY,) ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1, SCALE: HORIZ. I" = 5' VERT. I"= I' 52 1 40' 36 1 1 60% - 2.60% _S��:EXISTING AC FINISH SURFACE ��I'��(/��r%a• ,O • 6 - - , Q _ Q •_ • �' 'l//�/�/-///--- �11 1811 1811 �11 Z.Op o l�� — n 4 112 r� • N ( 1/4 1 1pt6 CUtZBD. OPE( �1t lCa DETQ.(L ST X. 206 4. �GALV. STEEL TEpS r— - - - - . 13ELO MANHOLE 11 v o p ca ss ,f .s a /�l = f • rfL SEE STD. 110. 206 b, I ,-a 1 LOGAL t3p(Z6SciiD iii=._, � -, � - "-• �,'.: -� \� ti •.. TEMPORARY „ 4'� . SAND FILL W/11l� CONCRETE SLAB 1'�,' •, , :`'; . 12 O.C, p1PE TYPE R SIZ 15 C. M P, E Sl-lAL(, GO/ly1"• G,2r�K d SLAB SHALL HAVE CONSTRUCTION '°. , ' c9 ' °. o' 5NoW1J oN PLAr-!s. JOINTS EVERY 2' 1 ' 7Wc4/,We59 SHALL 13B SNowi4 MoRTan., f�jJLIGt•1Oar� , ♦ • , . . II II 12o,c- ,' • ` I oto FLANS Fr7f2 METAL. rIPc• SECTION 1 — 1 -,,, _ SCALE: I"= 4' MANHOLE FRAME Z a COVER PER S.B. mrr COUNTY STD. DWG. 204 EJC157• v PVC *.D. qr z 70 �E I�lTEf��PTED TYP. EACH END. U-) rn a + U 1 0 Q 15" C.M. P. M 50 . q 6 FL 4 "R 1.74% 1 n _ n 5 - 0 241 - 0 - UsE SuppoRT eoLTs Pete 2 4" R.C.P., 6' LONG. COUNTY STP. 206 -A LO 49 65; t `� NOTE ti Cpl-l-rRA.GTO(2, 5l4ALL (NIDE �AS- C�uILT BRICK a MORTAR o BULKHEAD LdGnTlvt-1 Al -1t7 �LeVaTto1-l. N Co CATCH BASIN — PLAN VIEW - A SCALE: I"= 4' 2- - • SLOPE FLOOR 1 R FOOT BENCH MARK No. 199 L0CATION : pk NAIL /N P.R #//70859E NE CORNER ARROW AND C/TPUS BEEN PLACED, INSPECTED AND APPROVED, , 14111. FROM ALL I9EGT1009 19, ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK ° ' TROWEL. SMODrt4 C7I4) 948--3820 AROUND THEIR FACILITIES, .• tiOPTIOWAL. ELEIV. oWN ALL BACKFILL COMPACTION TO BE CERTIFIED BY THE SOILS ENGINEER. ., " J OI HTS OU i PLA, 15 ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY Checked by. 1 - - - 22, BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY TIMOTHY P. MIM MACK R.C.E. 33340 (EXP. 6.30.94) DATE DETAIL OF RF_1P1r-0r.MFM6W r SECTION ->? Ati2OUWV PIPE 1. ALL. REUJFORC,I,JG 514ALL BE k4 OAP* A•( 1'C" o.c. ,3o'fi-1 WAY-?, 10 -roe Q LAF� Ak7 WALL0, 24, 2. GATcO t3A* l l- 13P,&LL f3E co1Js� RucT�6 of cc.A,ys "Ft'' co dcReve. 5. CURB 4 UurMg Ca.-raiF �,"Ac , t% co6-I*Tjg ucreD PgioR ro COF-1errRuorru_IC? Top of G&-rcg P�,45ft-L• - � G IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE A� 'ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PRIVATE ENGINEER'S NOTE TYPE "All ti CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF 206 CATCH 5ASIN ACCURACY ANO ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF c DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE PLANS GENERAL NOTES 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISIONS THEREAFTER, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE STARTOF ANY WORK WITHIN THE CITY LIMITS, 3, STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED, 4, CURVE DATA REFERS TO THE FACE OF THE CURB, 5, ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL W ADJOINING CURBS AND SIDEWALK. z 6, ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR ' W STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL Q ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, 12I (FUTURE _ MEDIAN OG 7, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO (1,08- 183 ) L' ~ REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN — U AFTER COMPLETION OF ROUGH GRADING, B, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS, 9, ALL UNDERGROUNDWORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS 10, ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC,, SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS, IT 0 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12, REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129, 13, THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC, 14. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF W FONTANA, I- 15, TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE 0 DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY Cr ,FONTANA STANDARD DETAILS, 13'0 16, CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECICATION FUTURE Cr AND WHERE THERE IS OR MAY BE A CONFLICT OR POSSIBLE CONFLICT TO THE MEDIAN Q OWNER'S REPRESENTATIVE, (1.19- 207%) r — 17, STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. _- 18, NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE L ARROW BLVD. TYPICAL SECTION STA. 8+13.51 TO STA. 9+25.46 SCALE: HORIZ. 1"=5' VERT. 111= 1 1 `k SPT CO. OWNER LEGEND 11ARR0 Ro11r£ JUNE L. HILL CONSTRUCT 4"A.C. OVER 6"C.A.B. ITE W 744 UKIAH WAY VALENCIA v UPLAND CA 91786 AT &- v pFESS/p (7 14) 981 - 2237.. CONSTRUCT VARIABLETHICKNESS 1YlER!t/LG AYE �' NUL '�� A. C. OVERLAY (0. - I 0. 3' ) �P�yP � O� f -DEVELOPER: - lv zs p N0.33340 JERRY BURGER rva & I -%A j GA • GRANT PARK DEVELOPMENT INC. CITYPO Box 61 OF F A CALIFOF NIA V/CIN/TY,A9AP s�� +ofVI ��PASO ROBLES CA 93447-0061 L'OF (8 05) 239-3158 Underground Service Alert • - • Call : TOIL FREE ' S®0714 BENCH MARK No. 199 L0CATION : pk NAIL /N P.R #//70859E NE CORNER ARROW AND C/TPUS BEEN PLACED, INSPECTED AND APPROVED, Drawn by: Gg 19, ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK C7I4) 948--3820 AROUND THEIR FACILITIES, _ „l 4 Z2 4133 20, ALL BACKFILL COMPACTION TO BE CERTIFIED BY THE SOILS ENGINEER. 21, ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY Checked by. ENGINEER, r��Jr�I�l �C'LEV 12,54-92y`.8� 22, BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY TIMOTHY P. MIM MACK R.C.E. 33340 (EXP. 6.30.94) DATE PUBLIC WORKS INSPECTOR PRIOR TO PLACING OF ANY PERMANENT PAVEMENT, 23, CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 24, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 25. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE 'ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PRIVATE ENGINEER'S NOTE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF THE PRIVATE ENGINEER SIGNING THESE PLAINS IS RESPONSIBLE FOR ASSUMING THE FONTANA, ACCURACY ANO ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AIS REVISING THE PLANS FOR APPROVAL BY THE CITY. 26, CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. `k SPT CO. OWNER LEGEND 11ARR0 Ro11r£ JUNE L. HILL CONSTRUCT 4"A.C. OVER 6"C.A.B. ITE W 744 UKIAH WAY VALENCIA v UPLAND CA 91786 AT &- v pFESS/p (7 14) 981 - 2237.. CONSTRUCT VARIABLETHICKNESS 1YlER!t/LG AYE �' NUL '�� A. C. OVERLAY (0. - I 0. 3' ) �P�yP � O� f -DEVELOPER: - lv zs p N0.33340 JERRY BURGER rva & I -%A j GA • GRANT PARK DEVELOPMENT INC. CITYPO Box 61 OF F A CALIFOF NIA V/CIN/TY,A9AP s�� +ofVI ��PASO ROBLES CA 93447-0061 L'OF (8 05) 239-3158 Underground Service Alert • - • Call : TOIL FREE ' S®0714 BENCH MARK No. 199 L0CATION : pk NAIL /N P.R #//70859E NE CORNER ARROW AND C/TPUS / MIM MACK ENGINEERING 2890 INLAND EMPIRE BLVD. STE, 108 ONTARIO, CAL( FORN l A 91��64 Fax, � ) 9 48 -�38 23 Drawn by: Gg Designed by: SN �(((�,�. C7I4) 948--3820 _ „l 4 Z2 4133 U Checked by. TWO WORKING DAYS BEFORE YOU DIG r��Jr�I�l �C'LEV 12,54-92y`.8� /_/7- 9 2 TIMOTHY P. MIM MACK R.C.E. 33340 (EXP. 6.30.94) DATE II STREET IMPROVEMENT PLANS Scale: T1 TL E tSAIEE % As Noted D190. NO. 89 -14D Date: C.U.P. NO. 89-07 .5-)[�_ Dr. No.: Sheet Approved: Cwt/ �, ��• g z. 10 of z �t6 CITY ENGINEER R.f,6. 25126 BZIRGER 910/3