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Home My WebLink About1796-1HIGHLAND AVE, �Q�:•� o CITY i a 15 / 4 OF o I`O NTANA S. PACIFIC / _RA 1R07D BASE LIN AVE. BASE LINE AVF. r / MILLER AVE. I�- FUTURE00'pF /PROJECT REGIONAL RANCHO SITE PARK CU ONPA, FOOTHILL BLVD. Z/// I // COUNTY OF SAN BERNARDINO.. VICINITY MAP N.T.S. 'ViLLAGf OF fi,ERIT-AGE x STORM DRAIN PLANS(, Q FO,.� �TRACT N4:S 14 1,96,-1,-2,-3 IN THE CITY OF FONTANA_F COUNTY OF'SAN. BE!RNARDINO� IME "Z79 _ -AM I I cou,�T X TR, A C Tj- 1 *t 9q C4B( M Ifl- tvVxr- i O 2 015 _ .B .41 -__rh --- - - -- - - -- -- - - -- -- - -- - FOOT/-// G L. SHET 21 SHED" ! SHEET 31 - I INDEX MAP' SCALE . 1 "= 2.00 SHEET n wo ms W"`4011 wr 11L!) NO. OUANTITY,, 14196 UTILITY NOTIFICATION LIST 14196-2. 14196-3- .14196-4_ TOTAL 1 �- 19 WATER : CUCAMONGA COUNTY WATER DISTRICT 16-- 1557 L.F e- � 1 6/ 4.F. 48 LF- -0- 9461 San Bernardino Rqad -0 ' >/1 LF-- %53-L.F. .59 L.F, 323L.11 -F -e- Cucamonga, CA 91730 L. F. ' ///40c- /14F.r9- 19- 2 el -41 f714) 987-2391 109- 2 Eq 2 64 61 CONSTRUCTION NOTES; z �14 SAN BERNARDINO VALLEY $- 10- - 19- _L9_ MUNICIPAL WATER DISTRICT EA 1 EA 3 6� 1350 South 'E' Street 135Bernardino, - 1 CONSTRUCT 18" RCP (D• -LOAD AS NOTED) -69- -6- t ESI. CA San2 CONSTRUCT 24" RCP (D -LOAD AS NOTED) _ SAN GABRIEL VALLEY MUNICIPAL 3 CONSTRUCT 30" RCP (D -LOAD AS NOTED) . WATER DISTRICT 549 E. Sierra Madre 4 CONSTRUCT 33" RCP (D -LOAD AS NOTED) Azusa, CA 91702 5 CONSTRUCT CATCH BASIN & LOCAL DEPRESSION (L--4.01) PER DETAIL (818) 969.2718 ON SHEET 4 SEWER: a CITY OF FONTANA 6O CONSTRUCT CATCH BASIN & LOCAL DEPRESS -YON (L=:6 0 r) PER DETAIL 8353 Sierra Avenue Fontana, CA 92335 ON SHEET 4 (714) iso-7s4v 7O CONSTRUCT CATCH BASIN & LOCAL DEPRESSION (L--8. 01) PER DETAIL POWER: SOUTHERN CALIFORNIA EDISON COMPANY ON SHEET 4 + P.O. Box 7$$ 8 O CONSTRUCT CATCH BASIN & LOCAL DEPRESSION (L--9-01) PER DETAIL 300 N. Pepper Sheet Rialto, CA 92376. ON SHEET 4 Mr. Dave Jones 9 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER DETAIL ON SHEET 4. . QAS: SOUTHERN CALIFORNIA GAS COMPANY 10 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER DETAIL ON SHEET 4. . 16231 Valley 8W. Fontana, CA 92335 11 CONSTRUCT MANHOLE NO. 1 PER DETAIL ON SHEET 4` Mr. Lou Weawl SOUTHERN CAL FORN/A GAS COMPANY . TRANSMISSION LiNrSION 2191 E. Bhch Street Brea. -CA QMI LEl�MONE' PAC)FIIC TELEPHONE 9000 Helbrtan Avenue, , Rancho Cucamonga, CA 91370 IME "Z79 _ -AM I I cou,�T X TR, A C Tj- 1 *t 9q C4B( M Ifl- tvVxr- i O 2 015 _ .B .41 -__rh --- - - -- - - -- -- - - -- -- - -- - FOOT/-// G L. SHET 21 SHED" ! SHEET 31 - I INDEX MAP' SCALE . 1 "= 2.00 SHEET n wo ms W"`4011 wr 11L!) NO. OUANTITY,, 14196 1416-11 14196-2. 14196-3- .14196-4_ TOTAL 1 �- 19 tv 144 LF 13-1.F 16-- 1557 L.F e- � 1 6/ 4.F. 48 LF- -0- /d9 41-5- ,F-0 -0 ' >/1 LF-- %53-L.F. .59 L.F, 323L.11 -F -e- •6, L. F. ' ///40c- /14F.r9- 19- 2 el -41 109- 2 Eq 2 64 61 2 EA z �14 -¢ E,4, $- 10- -0- 19- _L9_ 169- EA 1 EA 3 6� -e- -69- -6- t ESI. GENERAL; -NOTES. 1. - TfIE' CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO TETE REQUIREMENTS OF Tf1E CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARIH�NT, CITY OF FONTANA. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE O'IIiERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALTLS . 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF S'TREET'S. 7. EXISTING UNDERGROUND UTILITIES ARE PER AVAILSBLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION AND ELEVATION IN FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GRFAI`ER THAN FIVE (5) FEET IN DEPITI SHALL BE EFFECTIVELY GUARbED BY A SHORING SYSTEM, SLOPING OF TETE GROUND OR C TIER EQUIVALENT MEANS. TRENCTiFS LESS THAN FIVE (5) FEEL' IN DEPII1 SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9 . THE CONTRACTOR (S) SHALT, ALSO OBTAIN A PELT TO PERFORM EXCAVATION OR ZRENCTI WORK AS DESCRIBED. IN NOTE 8 ABOVE FROM CWOSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE! BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY F0110WING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR G7'PT'ER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. ALL C. M: P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACIURER'S SUGGES'TED METHOD .UNLESS CTH1T VISE SPECIFIED ON THE PLANS. 13 . IF 9AZING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY rITIE CITY ENGINEER SHALL BE INSTAILED TO DEWATER SAID AREA AT THE DIRECTION OF 111E SOILS ENGINEER. 14. NO TRENCH BACKFILL, SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. ! 17. RCP JOINTS TO BE MORTARED PER CALITRANS SPEC. SECTION 65, UNLESS C1111ERWISE NO'T'ED ON PLANS. 18 CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING STORM DRAINS AT PROPOSED JOINT'S BEFORE THE START OF ANY CONSTIRUCTION. PRIVATE ENGINEERS NOTICE TO CONTRAC70RI Y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR i STRUCTURES SHOWN ON THESE PLANS ARE OBTAINNb'"BY .A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR O LEDGE, THERE ARE NO. EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE { CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION1 OF, AND ANY DAMAGE. TO THESE LINES OR STRUCTURES. i THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPER'T'Y: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY', AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND -ALL LIABILI`.PY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. _ CAUTION THE ENGINEER PREPARING THESE PLANS WILL NOT -BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS, ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY . THE PREPARER OF THESE PLANS. BENCH MARK FWE 1 USCGS STATION 'P ACEL' 1968.90'# ELY. OF FESS1 RAILROAD TRACKS LAND 26-ISI:Y, OFICL BASELINE. pQ�� ONq� 1,1 Mi. ELY. OF EAST AVENUE. SAME A$ CITY 13M. 364 4 C ELEVATION 1501.64' 10 ® 26229 Exp. 3 3/12O , �lglE 4F C ALF DAN\ CITY O FONTANA, CALIFORNIA PUBLIC WORKS D DRAWN BY 'STORM DRAIN PLANS SCALE: AS� 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 DESIGNED B (714) 641-8777 TITLE - E VERT.: I"=4' CIVIL ENGINEERING - LAND PLANNING LAND SURVEYING PL TRACT NO,'S 14'196;-1,-2,-3 & -4 ` CHECKED BY - -- I DATE: PREPARED UNDER THE SUPERVISION OF: JCH (VILLAGE, OF HERITAGE; JUNE 1989 (0. Iro act N0. F-�. DR. NO. - SHT. NO. • APPROVED �L REVISIONS ENGR S. DATE CITY DATE 3826 INTERIM CITY1190 1 OF 4 AP RO- JOHN C. HOGAN R•C.E.26229 DATE ENGINEER R.C.R.C• .251 E