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Home My WebLink About2081-1R (7"N , N M U Ilk w W /jvzov rU7URE 1-146"LOCk' AYOIV414E EL6A451V7.odR>l' sc./V004 5hlA64E7_k* Ao&. 7 /5 'Vekl6e ASY 5-44footo 49/s -r. 1A4)9C0V4i5"&Ajlj-;* PRIjR 70 OR CON &IRREA17ZY W1771 ZVeSE )PLAAJ5. 'A & -LEGEND: 5 =�� IIVDICA 7,65 SEWER IVAIAI 11VOIC,47i-c-5 SEWER M,41VII01-E ,AV0117 =�O INDICATES SEWER TERA-f11VXZ CLEA WDIC,47b-5 SEWER 110616E Z,47,'FR14Z_ lw IIVOIC47�6'S WA7,FRAIAIAI .UTILITY NOTES: 17 WATER: SAN GABRIEL VALLEY WATER COMPANY ZA 11142 GARVEY AVENUE, P.O. BOX 5010 EA tL MONTE, CA. 91734 30 TEL. C818) 448-6183 20 MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA z5A 8353 SIERRA AVENUE 4-40 FONTANA, CA. 92335 DWG. NO. 208 1 TEL. (7143 350-7540 POWER: SOUTHERN,CALIFORNIA EDISON COMPANY 22 P.O. BOX 788 300 N. PEPPER STREET 27 RIALTO, CA. 92376 23 MR. DAVE JONES (7141 820 - 5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 7 16231 VALLEY BLVD. 1 FONTANA, CA. 92335 MR. LOU WESTFALL (714) 889 - 9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION -r2- 2191 E. BIRCH STREET BREA, CA. 92621 C7143 529 - 2889 TELEPHONE: PACIFIC Ri5lZ 3939 E. CORONADO STREET 7P ANAHEIM, CA. 92807 C7143 999 - 5639 f GENERAL TELEPHONE 9000 HELLMAN AVENUE 13 RANCHO CUCAMONGA@ CA. 91730 C7143 945 - 3562 f 7 8 9 10 11 12 13 14 15 q 00 116 SEE s 115s r ,4/OA 45 44 43 42 3 4 33 39 38 37 F34 3!9 q7- 3 46 .14 40 36 41 35 A107 0 i=_lF a RXI?r s,EF 2 6 le I NDEX NAP SCALE: I" = 100' CONSTRUCTION NOTES AND QUANTITY ESTIMATE: &-CONST. 892 EXTRA STRENGTH V.C.P. SEWER MAIN &_ C 0 N S T . f " 9 X rRA S rREN6 ZAI V. C. R Sfir WER 4-A rERAZ_ ��ee C17-1 .57P - (D -CONST. sEw&R IwAlvRoits Pele clr;e szo. on:5. Io_s), //z, 11-54 @-INSTALL L.ArcRA4 WYE 8 ' v 4.11 @ 5 ��i ,�TALL _ # ",&AC,4rwl_0W tll0RffV&Nr10A1 0EY10E * A,,6, Al.p. 5 CIVAnoAjA 491v,6,es1,r--19v --5,4u,55) Nv- 475 46AceWA7T4e- &__�I NSTALL 55WCM CLAEAIVOUr 90X .01ER 017Y S7,0 orz.. le6 -,,4 O_WSrAl.L. a " 124US CwArreve_ -77e,-117-yqA67-1-z,- Ir-telet; Wlv;q 71��117-6WAJ(5 (D8--1A1s74-ZZ 75-,,c-,?M1A.1AZ, Cl,�5,4A)c4l-7- 1:07,,q C17-11 :57V. 0-rl-. IeO L/C 7y Lvwle (5ROONO I V. -T ---------------- leg: CD 4 RISER PER CITY 570. A?6 aVO ZA746,eAL v- t , '44 PROVID.6 WArF9 rlalv7' RL-A,977C /ZI'- OC7 1�/ r1G,4t7-=.,0V11N'G 5AoVOO. ELEVATION TYPICAL SEWER HOUSE - -------- - ---- ------- 7?> 64CAL-6 LAT UNDERGROUND SERVICE ALERT: 1-800-422-4133 CALL 48 HOURS PRIOR TO CONSTRUCTION III QUA /\/ 7/7 X UIV17 17 32 __14 ZA 31 EA /0 30 20 44 CHECKED: z5A 4-40 29 DWG. NO. 208 1 21 N'O. L6 2_�_Ie6 22 6 LXSE 7� 27 23 7 25 1 24 le I NDEX NAP SCALE: I" = 100' CONSTRUCTION NOTES AND QUANTITY ESTIMATE: &-CONST. 892 EXTRA STRENGTH V.C.P. SEWER MAIN &_ C 0 N S T . f " 9 X rRA S rREN6 ZAI V. C. R Sfir WER 4-A rERAZ_ ��ee C17-1 .57P - (D -CONST. sEw&R IwAlvRoits Pele clr;e szo. on:5. Io_s), //z, 11-54 @-INSTALL L.ArcRA4 WYE 8 ' v 4.11 @ 5 ��i ,�TALL _ # ",&AC,4rwl_0W tll0RffV&Nr10A1 0EY10E * A,,6, Al.p. 5 CIVAnoAjA 491v,6,es1,r--19v --5,4u,55) Nv- 475 46AceWA7T4e- &__�I NSTALL 55WCM CLAEAIVOUr 90X .01ER 017Y S7,0 orz.. le6 -,,4 O_WSrAl.L. a " 124US CwArreve_ -77e,-117-yqA67-1-z,- Ir-telet; Wlv;q 71��117-6WAJ(5 (D8--1A1s74-ZZ 75-,,c-,?M1A.1AZ, Cl,�5,4A)c4l-7- 1:07,,q C17-11 :57V. 0-rl-. IeO L/C 7y Lvwle (5ROONO I V. -T ---------------- leg: CD 4 RISER PER CITY 570. A?6 aVO ZA746,eAL v- t , '44 PROVID.6 WArF9 rlalv7' RL-A,977C /ZI'- OC7 1�/ r1G,4t7-=.,0V11N'G 5AoVOO. ELEVATION TYPICAL SEWER HOUSE - -------- - ---- ------- 7?> 64CAL-6 LAT UNDERGROUND SERVICE ALERT: 1-800-422-4133 CALL 48 HOURS PRIOR TO CONSTRUCTION III QUA /\/ 7/7 X UIV17 DE6161V LOC. "AS BUIZ7`11 __14 ZA .4& EA /0 Z4 E A- 44 CHECKED: z5A NJ/ Alz \1.01 7IF 105 HOUSE LATERAL LOCATIONS 5rew4oz 6rAl LOT STRES;r AOM,6 DE6161V LOC. "AS BUIZ7`11 I?EIWAlt)i�S DRAWN of BY: 4 4PXA6W SCALE: SEWER'IMPROVEMENT PLANS A6 TRACT NO, 13925 T I TLE SHEET DATE: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATESt INC. ��kq,FES�Slo CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 1820 E. 16th Street No 14814 SANTA ANA, CALIFORNIA 92701 PHONE (714) 835-2548 Exp. YA/4 ?.r -13-w Lp 0' F CA0� J.M. MADOLE R.C.E.t4814 DATE DESIGNED: MRM CHECKED: 4-40 CITY ENGINEER*. APPROVED" -1154- ROBERT W. WEDDLE -R.C.E. 25126 DWG. NO. 208 1 4 2_�_Ie6 *P* TITLE SHEET SEWER IMP PLAN - 2810,183]PF*- 13925 755 29 -Jul -91 10:48 AM 142-1216-1 7 _ge a, 4 -/- e a`4 ra -r2- /0 7P 13 14 A 17 6; 560 174gl 24 97 9V; 26 31 32 a3 7-;�- 14 -34 -?1- 74 �50 37 4 0 24 �57 r40 4 4e 4 3 43 444 46 e�o 4- -7--3 46 5 4- * I -*�r_SE-WER LA7.=1?AZ_5 7-0 LXIESE L076 .5H,441- BE C0A1-57,-fZ1C7-e,0 W177-1 A 6.,4Ck',-`Z0W PRfY51V;r101V 0eY10E AV6� OR A Ve 10 Z �' \4 VlellVITY MA /1/,07- 70 5,--,44,0 Zt� I kL Ca>,D.41V,0zFZA0A1 ZAAI,=-, 1-1Z:F1W1_0CA_-.4L12F, A-11_11"5 577 Z,4 Ve"/VZ�)ZFR Sr REVISIONS 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 REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER LINES. METERS. VALVES. HYDRANTS. IRRIGATION STRUCTURES. ETC. SHOWN OR NOT SHOWN ON THE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORtS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED PRIOR TO CONSTRUCTION. 5. "AS BUILT" PLANS SHALL BE PROVLDED-TO THE CITY BY THE CONTRACTOR. 6. ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BUILT19INFORMATION PRIOR TOCITY ACCEPTANCE OF THE SEWER SYSTEM. 7. ALL 4"HOUSE LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 8.. SEWER CONTRACTOR SHALL CHISEL "L" IN THE CURB AT THE LOCATION OF THE LATERAL. 9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW GRADE AND DURING PAVING RAISED TO FINISH 10. ALL STATIONING REFERS TO CENTERLINE OF STREET. 11. STREET INTERSECTION CENTERLINE DISTANCE TIE-IN SHALL BE SHOWN. 12. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 13. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 14. PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN -,LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR. AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON THE PLANS. 15. VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 16. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE FRONT PROPERTY LINE WITH A PLUG, 12" BELOW GROUND SURFACE. i PRIVATE ENGINEERS NOTES TO -CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST �OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTUTRES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 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 PROPERTY. THAT THIS REQUIREMENTS SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITYP REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCH MARK: NO.360 CITY OF FONTANA BENCH MARK 0 350 A NAIL IN POLE #t563704E AT SOUTHWEST CORNER OF LIME AVE. & BASELINE AVE. ELEVATION: t 376.03 BASIS OF BEARINGS: THE BEARING OF N 00 22' 40" E ALONG THE CL OF BEECH AVE.. AS SHOWN ON TR NO 13325-2. FILED IN BK. 216, PG. 13-t8. INCLUSIVE OF MAPS. IN THE OFFICE OF THE COUNTY RECORDER OF S.B.C.. WAS USED AS THE BASIS OF BEARING FOR THIS MAP. C I TY OF FONTANA CAL I FORN I A PUBLIC WORKS DEPARTMENT DRAWN of BY: 4 4PXA6W SCALE: SEWER'IMPROVEMENT PLANS A6 TRACT NO, 13925 T I TLE SHEET DATE: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATESt INC. ��kq,FES�Slo CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 1820 E. 16th Street No 14814 SANTA ANA, CALIFORNIA 92701 PHONE (714) 835-2548 Exp. YA/4 ?.r -13-w Lp 0' F CA0� J.M. MADOLE R.C.E.t4814 DATE DESIGNED: MRM CHECKED: JOB NO. 142-1215 CITY ENGINEER*. APPROVED" -1154- ROBERT W. WEDDLE -R.C.E. 25126 DWG. NO. 208 1 SHEET NO. 1 OF7 CITY ENGR'S DATE APPROVAL DATE APPROVAL *P* TITLE SHEET SEWER IMP PLAN - 2810,183]PF*- 13925 755 29 -Jul -91 10:48 AM 142-1216-1