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HomeMy WebLinkAbout5028-1FOR r PRIVATE ENGINEER'S NOTE;FOOTHILL UTILITY NOTIFICATION LIST, THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGRO)ND UNDERGROWND SERVICE ALERT AT&T INQUIRIES BOULEVARD UTILITIES OR SUBSTRUCTURES SHOWN ON THESE PLANS ARE OB'AINEDSIERRA AVENUE' (800) 227-2600 22311 BROOKHURST STREET, SUITE 203 BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR INOWLEDGE, HUNTINGTON BEACH, CA 92646 ' THERE ARE NO EXISTING U11UMES OR STRUCTURES EXCEPT AS SiOWN SO. CAL MISON (925) 977-2413 ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE ATTN: MAP'. REQUEST BLDG D JOSEPH FORKERT EXACT LOCATION OF SAID LINES NOR FOR UTILTIES OR IRRIGATIO1 LINES P.O. BOX 111982 AT&T—INQUIRIESOFORKERTENGINEERING.COM WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL IE RESPONSIBLE SANTA ANA, CA 92711-1982 FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR T) WORK FAX (714) 1973-5735 SO. CAL GAS ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES knCTING KIM GURULEE 1981 LUGONIA AVENUE - THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE REDLANDS, CA 92374-9796 OR PROTECTION OF THESE LINES. CITY OF FO)NTANA (909) 335-7871 SHEET NO. 4 SHEEP NO. 5 ENGINEERINIG DEPARTMENT EMERGENCIES: (800) 427-2200 8353 SIERRA AVENUE BRUCE WADDELL y • . I I FONTANA, CCA 92335 BWADDELLOSEMPRAUTILITIES.COM NOTICE TO CONTRACTORS: TO ° I (909) 350-6552 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY - - ° 1131 -- I ESMERALDAI GOMEZ SAN BERNARDINO MUNICIPAL WATER DEPARTMENT ACCEPTED CONTRUC11ON PRACTICES, CONSTRUCTION CONTRACTOF WILL BE REQUIRED _ _ i . d - I � T . T _ o EJGOMEZOF(ONTANA.ORG 300 NTH 'D' STREET TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING =.7 • " , �< - -c- = -• _ - SAN BERNARDINO, CA 92418 THE COURSE OF CONTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL — ) o �' — i — — — — — — — — — — _— --•- _ — — — — — — --- - o FONTANA WATER COMPANY (909) 384-7222 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY ' ° ,.,�, UNDBERG _ 11142 GARWEY AVENUE ROBERT L CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND o i ' o o #' z EL MONTE, CA 91734 UNDBERG—ROOSBCITYWATER.ORG CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD ! o ° ( — (626) 448-6183. DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, .. ,,� - • . . a —'- `� - •' I �— 1 a ~ . PAUL GARAIVITO,. IN CONNECTION WITH THE PERFORMANCE OF THE WORK OF THIS )ROJECT, 1 - �' °"* EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCCE OF DESIGN _ o o �' TIME WARNEER TELECOM PROFESSIONAL - I . I I I 1500 AUTO CENTER DRIVE L3, ONTARIO, C;A 91761 SIERRA AVENUE MANW AVENUE - (909) 975-3342 SURVEY MONUMENT NOTE: PAUL E. CYfR SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAP" HIGHWAY MAPS INDEX OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRICTION AREA, SHALL SCALE: 1 "100' BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVE(OR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), APD CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUPD WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENTS. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. DEMOLITION NOTES: CUANTITIES: • SHEET INDEX, F-11 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE.. . . . . . . . . . 219865 SF - 1. TITLE SHEET 2 GRIND EXISTING ASPHALT 2" MINIMUM THICKNESS.. .12,542 SF 2. NOTES AND CROSS SECTIONS CONTRACTORS RESPONSIBILITY FOR SAFETY: 3. DEMOLITION STA. 10+60f TO STA. 24+00f 30 REMOVE EXISTING UNDERLAYING CONCRETE REINFORCEMENT BENEATH EXISTING . . . . . . . . . . . . 6,239 SF 4. PLAN/PROFILE STA. 10+61± TO STA. 18+00.00 IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL ASPHALT PAVEMENT (ONLY WITHIN PLANTING AREAS). ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 5. PLAN/PROFILE STAB. 18+00.00 TO STA. 24�+OOf THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPEFTY; THAT THIS 44 REMOVE EXISTING PCC CURB AND/OR GUTTER.. . . . . . . . . . . . . . . . .. . . . . 172 LF REQUIREMENT -SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING Fil REMOVE EXISTING PCC SIDEWALK AND/OR CURB RAMP. . . . . . . . . . . . . . . . . . 19477 SF HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY �►ND HOLD THE - 6 ADJUST EXISTING SEWER MANHOLE TO GRADE.. . . . . . . . . . . . . . . . . . . . . . 3 EA _ OWNERS - AND THE ENGINEER HARMLESS FROM ANY AND ALL UABUTY REAL OR 16 ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON 'HIS PROJECT, 07 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL PLAN. . 8 EA EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF. THL OWNER OR ENGINEER. _ 08 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLAN.. . . . . . . . . . 3 EA 09 RELOCATE EXISTING PAY PHONE.. . . . . . . . . . . . . 1 EA ri0 ADJUST EXISTING WATER VALVE TO GRADE.. . . . . . . . . . . . . . . . . . . . . . 8 EA ' CIVIL ENGINEER: - ; BA�►SEUNE ROAD t, TKE ENGINEERING, INC. 2305 CHICAGO AVENUE PROD T - RIVERSIDE, CA 92507 LSA N::r PH. (951) 680-0440 STREETIMPROVEMENT U N Q a FAX (951) 680-0490 ,. FOOTHILL BOULEVARD 01 CONSTRUCT 8 CURB PER CITY OF FONTANA STD. DETAIL NO. 1000.. . . . . . . . . . . . . 2,397 LF - 02 CONSTRUCT 6.5" MIN. OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95X COMPACTED. . 11,715 SF w w NATIVE SOIL z GEOTECHNICAL ENGINEER: Z 3 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2" ).. . . . . . . . . . . 27,655 SF N/A O SAN EBERNARDINO AVENUE O CONSTRUCT TRUNCATED DOMES TO EXISTING CURB RETURN ACCESS RAMP PER CITY. . . . . . . . . . 1 EA ' OF FONTANA STD. PLAN NO. 1003. o 5 CONSTRUCT COBBLESTONE ON MEDIAN.. . . . . . . . . . . . . . . . .. . .. . . . . .3,056 SF ' � 0 o W 6 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.. . • 152 LF w i a. CONSTRUCT SIDEWALK, WIDTH AS SHOWN, PER CITY OF FONTANA STD. PLAN NO. 1006.. . . . . . . . 1,100 SF VA+tLLEY BOULEVARD 8o CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.. . . . . . . . . . . . 3 EA PLAN NO. 1003. ! O CONSTRUCT BLACK WROUGHT IRON HANDRAIL PER STANDARD PLANS FOR PUBLIC. 29 LF WORKS CONSTRUCTIONS STANDARD DETAIL NO. 606-2, TYPE B.IVY i BENCH MARK NO. 119 BASIS OF BEARING 10 CONSTRUCT 8" AC CURB PER CITY OF FONTANA STD. PLAN NO. 1007.. 54 LF 11 CONSTRUCT 6" SCH. 40 PVC CONDUIT FROM MEDIAN ISLAND TO BEHIND CURB FACE.. 57 L VICINITY MAPS LOCATION: CENTERLINE OF FOOTHILL ©ULEVARD BRASS CAP NORTH END OF NORTHWEST N89'44'23"E PER PARCEL SAP N0. 15242 12 CONSTRUCT 3 — 2" SCH. 40 PVC CONDUITS FROM MEDIAN ISLAND TO BEHIND CURB . 57 LF N.T.S. RECORDED IN PARCEL MAP BOOK 190 AT CORNER OF SIERRA AVENUE AND ARROW PAGES 5-6, SAN BERNARDNO COUNTY. FACE. ' BOULEVARD. u a 13 FONTANA WATER COMPANY TO CONSTUCT WATER METER AND HOT TAP. . . . . . . . . . . . 1 EA ELEV. 1275.25' - - Underground Service Alert "'�1°" >R POaN R�I�"� �1��� SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA �TKE ENGINEERING, INC. SECTION 4216/4217 OF THE GOVERNMENT�� =_ 2305 CHICAGO AVENUE STREET' IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE CODE REQUIRES A DIG ALERT IDENTIFICATION -c �' Rets - -_ WITHIN TWO YEARS OF THE DATE OF STREET IMPROVEMENT PLANS �=�� = RIVERSIDE, CA 92507 • NUMBER BE ISSUED BEFORE A PERMIT TO ti ,�,� y� FOOTHILL BOULEVARD APPROVAL SHOWN HEREON AND CARRIED �"�" � FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS �' EXCAVATE WILL BE VAUD #; (951) 680-0440 FORTH IN A DILIGENT MANNER, THE CITY ' CAH AS - SSOIFN FOR YOUR DIG ALERT I.D. NUMBER CALL � � 4 ERING FAX (951) 680-0490 TITLE SHEET DAs; - SIERRA AVENUE TO ENGINEER MAY REQUIRE.'. REVISIONS TO oEs� e�: ►� c _ THE PLANS TO BRING THEM INTO ,,,,�._�_ _� G//3 OCT 2018 UNDERGROUND SERVICE ALERT �� v � ' �� L MANGO ACONFORMANCE WITH CONDITIONS AND c� or. A�o�o Or. TOLL FREE 1-800-227-2600- TERRY M. RENNER AIS: ORAN�NG N0.: R.C.E.E. No. 69984 1 TWO WORKING DAYS BEFORE YOU DIG EXPIRES: - STANDARDS IN EFFECT. 1�--- REV. REVISION DESOM"ON WE ENCR. a7Y DATE 9-30-14 � � CRY ENaNEER � R.C.E. No. 51152CUL5028 5 ,,,r ,,;o 116 ,,,, _.. -