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Home My WebLink About2054-1Pr CONS TRUCTI-ON N-0- S &-,QUANTITIE ITEM DESCRIPTION QUANTITY UNIT 0 GENERAL NOTES GENERAL NOTES A:D1 -TO� I--- FS ORA6 AS ale A6. j x11__ / 8' CURB & GUTTER PER STD. DETAIL 101 1150 LF V-/ 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO 28 -CONTRACTOR SHALL NOTIFY UNERGROUND SERVICE ALERT BEFORE START CONST. CONC. CURB_.�.; TRANSITIONAL 8" CF TO 6" CF 1-5a LF THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD OF CONSTRUCTION (800) 422-4133. WN I SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. STR IMP �m,.ENT- -PLAN S. CONCRETE SIDEWALK PER STD, DETAIL 1' REFER TO DEF , INITIONS AND TERMS IN CITY STANDARD 29.CONTRACTOR SHALL POT HOLE AND VERIFY EXISTING LOCATION OF 05A MEANDERING & 5' IN WIDTH 7,732 SF SPECIFICATIONS, DATED 1975. UTILITIES AS NECESSARY TO IDENTIFY LOCATION. _3�FAAD BaE WHEELCHAIR RAMP PER STD. DETAIL 104A WITH MODIFIE� MARKING . . . . . . . . . . -#SAAV M3,5� @ 2. CONSTRUCTION PERM -ITS SHALL BE OBTAINED FROM FONTANA PUBLIC EXISTING UTILITIES FOR`�-- AS NOTED ON'�DWG. 6 EA CASE G SURFACE WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY r RIDIN TONS INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY LINES AND 64 IV, .1-5 IV, -'�Y OVERLAY EXIST. PAVEMENT. TO PROVIDE A SMOOTH LIMITS. - . . . (D AS OR SERVICES IS FROM THE BEST SOURCES PRESENTLY AVAILABLE. ALL SUCH AIZAIZAIA- REMOVE AND DIsPbSE LS 30 STATIONING REFERS TO THE CENTERLINES OF STREET. INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED. V AN THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE Nk' x , x om/x- REMOVE AND RELOCATE LS 4. CURB DATA REFERS TO THE FACE OF THE CURB. EXACT LOCATIONS OF EXISTING UTILITIES. 6 1 AC OVER COMPACTED NATIVE SOIL,PER SOILS REPORT, 8,744 SF CALL UTILITY LOCATING SERVICE FOR PRECISE UTILITY LOCATIONS BEFORE @ /2 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH a TA -M 7W BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT (800) 422-4133. T6 ALL ADJOINING CURBS AND SIDEWALKS. 81/ AC OVER C01MPACTED NATIVE SPIL.-I PER SOILS REPORT. 26,407 SF A 04 Mv .6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION UTILITY REQUIREMENTS ADJA(0';`_EK.T Ta J' 4 NC. 2" X 6" REDWOOD HEADER 320 LF J, A_ Ir AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF THE UTILITY CONST. MODIFIED ALLEY ENTRANCE PER STD. DETAIL 107, R=25' COMPLETION OF ROUGH GRADING. 21500 SIF OV T USA MEMBER UTILITIES WILL PROVIDE THE CONTRACTOR WITH THE -77 If) PETROMAT REINFORCEMENT FABRIC (OR EQUAL). 23,520 .8 F 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF NOTIFICATION SERVICE PROVIDED BY UNDERGROUND SERVICE ALERT (USA). TATION' PRECISE LOCATIONS OF THEIR SUBSTRUCTURES IN THE CONSTRUCTION STREETS. r, C4 7 1 IRR16. 5; P-15 r L121 YZI 1-11-5724,1Z AREA WHEN THE CONTRACTOR GIVES AT LEAST 48 HOURS NOTICE TO THE UNDERGROUND SERVICE ALERT- BY CALLNG 1-800-422-4133. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. PER THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST e a -A4 QZ11, r LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE OF EXCAVATING AROUND ANY OF THEIR 1/_. A - EACH UTILITY COMPANY PRIOR TO ANY WORK. STRUCTURES. THE UTILITY COMPANIES LISTED BELOW CAN BE PARC MAP- 1219%5- 22 /Wzz 44 d�' CONTACTED AS INDICATED. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE 5; Zz ------ - -- _ 4X7V ZOAW 41 CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND 1. SOUTHERN CALIFORNIA GAS CO. (BOOK-Aw-7 158,.�-._PAGE -32) EARTHWORK SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER -COMPLETION 2325 CRENSHAW OF PAVING. P.0, BOX 2815 THERE WILL BE AN AMOUNT OF FILL REQUIRED FOR SLOPE TO NATURAL GROUND TORRANCE, CA 90509-2815 IN THE ADJACENT TO R/W AND ALSO FOR MOUNDS WITHIN PARKWAY AREAS,AS 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO 2. PACIFIC BELL SHOWN ON THE PLANS. THE EARTHWORK ESTIMATE IS: ANAHEIM, CA. 92807 OF.' FON-TANA� CUT RAW FILL GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 3939 E. CORONADO STREET CITY - 11. REFER TO C!TY OF FONTANA, UNDERGROUND UTILITY LOCATION SLOVER AVENUE 300 CU. YDS. 3200 CU. YDS� STANDARD DETAIL 129. 3. SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD TAMARIND AVENUE 200 CU_YDS. 0 CU. YDS. FONTANA, CA. 92336 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL .2�_O. .4C. 4AI COUNTY OF— SA- N-_ D1 UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO (714) 357-6231 N CONTACT: HAL STEWART ------- GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED 4. WEST SAN BERNARDINO COUNTY 41-171 17Y '15oWro4 .4&1.r -20 WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. .7�IPI%IIYA171 Al 015r,41Z WATER DISTRICT 1Z 3/-00,74. /e� 855 W. BASELINE, BLDG. B 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA, P.O. BOX 188 RIALTO, CA, 92376 (714) 875-1804 1114_0�4 4A 14. ALL EXISTING VALVE CANS PER STD. DETAIL 130 AND MANHOLES SAN BERNARDINO . ........ FREEWAY . ....... NOTE. PER STD. 109 SHALL BE ADJUSTED TO GRADE DURING PAVING. THE CALIFORNIA PUBLIC UTILITIES COMMISSION M�NDATES THAT, ..... ...... CONTRACTOR SHALL ARRANGE TO HAVE SIDEWALK 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE IN THE INTEREST OF PUBLIC SAFETY, MAIN LINE G"'AS VALVES BE SO P. Ri R. FORM WORK APPROVED BY THE LANDSCAPE MAINTAINED IN A MANNER TO BE READILY ACCESSIBLE AND IN SPECIFICATIONS, AND WHERE THERE IS OR MAY- BE A CONFLICT SHALL GOOD OPERATING CONDITION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PLACING CONCRETE. IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE SOUTHERN CALIFORNIA GAS COMPANYS H E�ADQUARTERS PLANNING OWNER'S REPRESENTATIVE. OFFICE AT (714) 634-3258 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT AND CONCRETE I STD. DETAILS ARE 'PER CITY OF'FQNTANA BOOK OF -STANDARDS. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING ADDITIONAL NOTES TO TiE CONTRACTOR DRWY DRVff DRWY DRWY I -SHEET 2 DESPOSABLE ITEMS SHALL BE DISPOSED OFF SIfE IN LEGAL "REFUSE AREA STEEL HAS BEEN PLACED, INSPCECTED AND APPROVED, BY THE CITY OVERJ1 T - ENGINEER. J1 I ISL "AVENUE NOTE: AS POWER POLES ARE INTENDED TO BE REPLACED NTH AN UNDERGROUND SYSTEM WHEN AND WHERE SERVING THE I SLOVER AVENUE IN AREAS WHERE PAVEMENT EMPIRE'CENTER, THEY HAVE BEEN DISREG - ARDED IN QUANTITY 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) IS "LEFT IN PLACE ALL CRACKS 1/4" AND DRW DRWY DRVrf FEET IN DEPTH $HALL BE EFFECTIVELY GUARDED. BY A SHORING TAKE- OFF, EXCERTAS NOTED. SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. WIDER SHALL BE CLEANEP, AND FILLED WITH AMARIND TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE AR4000 PRIOR TO PLACING PETROMAT REINFORCEMENT Uj FIRE STATION -COURT GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT FABRIC AND OVERLAY. SITE M MAY BE EXPECTED. 2 C01Vr1?4C76'71-? -WV15-5-0 ADD17-101VA1_ I_11VDER671?0U1V,0 z Ld DRWY ABBREVIATIONS LEGEND S-GAIER) 5NOR117 DI,7,AIAI $ iVAT,99 SY57-25� LIAIES 11,fAY88 > < L__JF-wt----SHEET 3 TC - TOP OF CURB 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION,# /A157-ALLED 7XIAT DO NOT APPEAR 0A1 r��SE PLANS. TI-1,ESE z 0 7- Lj FS - FINISHED SURFACE /7- -EXISTING EDGE OF PAVEMENT OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA AL)017-16>1VA-,C LIMES AR9 6LIRREA17-4Y C0"STRLJC7_101V. z STATE DIVISION OF INDUSTRIAL SAFETY. - SEE STANDARD COArT17AC 70'/? /5 7-0 600RD11VAT29 r111S SET 0F PL AN S FL - FLOW- LINE A.C� Lu Uj 4�NEW MB - MAIL BOX SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION V,//r/-/ 77-IOSE MEW U77LIFY Z_ IAI�Ef 4S ASH I z PRC - POINT OF REVERSE CURVE 306-1.1.6. 3. CONTRACTOR SHALL ARRANGE TO HAVE SIDEWALK Uj DR > CB - CATCH BASIN FORM WORK APPROVED BY THE LANDSCAPE DRWY < N LD - LOCAL DEPRESSION 20. NO TRENCH BACKFILL SHALL TAKL PLACE WITHOUT PRIOR APPROVAL OF ARCHITECT PRIOR TO PLACING CONCRETE. AC - ASPHALTIC CONCRETE THE CITYS INSPECTOR. EXISTING POWER POLES WILL BE REMOVED AND 21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER RELOCATED TO LOCATION'S BEHIND THE PROPOSED SANTA AFTER COMPLETION OF ROUGH GRADING. CURBS. THE POWER POLE RELOCATIONS MAY "NOT '4 L -N U B NARDINO FRVY 22. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE BE COMPLETED PRIOR TO START OF CONSTRUCTI-ON SANTA ANA SANT ANA o OF THE STREET IMPROVEMENTS. AVENUE AVENUE SAN, CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. H FZ�f - - - - - - - - - . . . . . . . . M i 1 - - - - - - E, 5, GO-ORD-INATE DIRECTIONAL MARKINGS IN WHEELCHAIR 23. ALL UTILITY C OMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO BOYI E AVE. RAMPS WITH THE LOCATION OF CROSSWALK'S SHOWN 11711a, #04W /,Ov 4,q D ON A- E EE - 0. 'R SLOVE-_� A N_ U=� =-_ E�-, - -D �A-w I N--- - rWA,7A FIRE S E N R R WORKING AROUND THEIR FACILITIES. uni ON THE STRIPING PLANS. > �roqop�r,, Jnw "--DRW 40 70MCOW10r4ew 40 4VAerr mw I �:j 1; I SLOVER or rj1,4e.A7 AVE. IN ACCORDANCE WITH THE RECOMMENDATIONS z J! V Uj OP IA- (kml) n KAIKI 4r, 24. ALL BACKFILL TO BE CERIFIED BY SOILS ENGINEER-. AW, W54" ?W 6. EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE A At" 44elt "Ar 00", AV. 1) r% PAM17111 KAATP*Pl,&i q tO WAVP A (Z P 404 PRESENTED IN THE PAVEMENT INVESTIGATION 0 -tAlWW, COMPACTION OF 90%. Z V) 4weif , x F4 A ^rWymor REPORT DATED AUGUST 1, 1990, PREPARED tlp�wy Uj A < BY GEOTECHNICAL PROFESSIONALS, INC. -Ali 04~.. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. (PROJECT NO.' 1023-04.02R) AND ADDENDVM DATED 7122191 OT141, 4AVr 44W Wq W *4WIMP. 27. IT S ALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE -7. IN ACCORDANCE WITH THE 8/1/90 G.P.I. REPORT.. DRW zv e eo,; ENG(NEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE ow'. DEEPER EXCAVATIONS ARE REQUIRED IN AREAS THE PAVIN-G- HAS BEEN INSTALLED, SO THAT THE ENGINEER MAY INSTALL WHERE THE TREES ARE OR WERE LOC.�TED, THE STREET CENTERLIN�, MONUMENTS AS REQUIRED BY THE CITY CODE/ �A 40-V OF THE CI TY OF FONTANA. do Underground Service Ale PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ---jU-R U P7� AVE -NUE Call,*. TOLL FREE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE \11 A VOLANTE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF 1-800. LARGA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS DRIVE RECORD DRAWING 42'2�4133 Of ES AND PROPERTY: THAT THIS REQUIREMENT SHALL APP�Y CONTINUOUSLY 'Vo AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE MAP CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNE AND THE The information on this drawing is obtained from others and (""RT AV�V WUKKINU UATZi I =0UU f /j ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, R61- OR ALLEGED, must be verified in the field by anyone prior to use !or 0 �0'1 BEFORE YOU DIG 0-1 1-- NICINITY MAP IN CONNECTION WITH THE PERFORMANCE- OF WORK ON THIS PROJECT I construction. HALL & FOREMAN, INC. is not responsible for'� EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE FEW- un erground facility locations or depictions. All above ground N. TO S., 8. "IN ACCORDANCE WITH THE CITY OF FONTANA POLICY, ALL FILLS WITHIN THE _0A /_ Uj M r/f �4e_70, 0015VI.-V ZZ_ 7AO� OWNER OR THE ENQINEER. No. 26229 PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED TO 95%-6F MAXIMUM DENSITY _,4A1x9Za,,,F_ CV1WZ11r 1A1_0r,4.11,-4r1e71V facilities can be readily seen and verified by the parties th t I ExP.3/31/9`4 D - 1557). intqpq tq Usq sqmeo UNDERGROUND UTILITIES &-STRUCTURES e 2 M0_553 r1416 0 7 LP Ow -c-7 V STRUCTURES SHOWN _0N THESE PLANS WAS OBTAINED BY A SEARCH OF CA -A ORNIA 0110 1111 THE EXISTENCE AND LOCATION OF'ANY UNDERGROUND UTILITIES OR C1 Ty OF F-0 N Ti N A) CALI CITY AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO BENCHMARK N' 29�6 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE PUBLIC WORKS DEPARTMENT CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTI-ONARY MEASURES TO A BOAT NAIL SET IN SIDEWALK AT THE DRAWN By STREET 'Sf C A L E: PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION IMPROVEMENT PLANS OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. NW CORNER QF THE IN_�-TERSECTION OF E.S. SIERRA AVENUE� & THE, BRIDGE (N/O 0_1� z' `,a4 HORIZ.: 1 =40' 73 DESIGNED BY EMPIRE C�NTER VER SLOVER AVENUE), 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 KW T.: 1"=4' "CAUTION; THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF ELEV. 1137.71 1967 CIVIL ENGINEERING LAND PLANKNO LAND SURVEYING CHECKED BY, FIRE STATION. NO. 77 ;4 0, a-hZ-7, -4, 0, 017- A01Y.4Z, Wa,, DATE: GENERAL,NOTES, CONSTRUCTION NOTES, INDEX M THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND PREPARED UNDER THE SUPERVISION OF: HOG. I AP MUST BE.APPROVED BY THE PREPARER OF THESE PLANS. -A,0V,6V '?-0A1_!0X1y0,rF37 -0a.. _q1.1d"130IN JOB Nb. NO. D SHT. NO. 7- 2.3 -11 PPROVED ENGR'S. DATE- CITY DATE 4013-033 REVISIONS I -APPROVAL JOH14 HOGAN 26229 064P 1- OF 3 0 APPROVAL, - DATE: CITY ENGINEER R�C.E_. ZI5/-P�