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Home My WebLink About2076-L-2f F CVA1577 W,4ZL .5i!F,747- . ......... JY07 /,9 0�IaZ AQW "71%W ZY"N'CrAl a/- A1,&1_ SECTION E�E DETAIL OFCONCRETE-WALL—SEAT 1*'*_� � 01 --mNu 0 z lww W z 7 W U) M 0 .T 1_q yl P4Rk� ORT#1 #ER1T40E1,',j A` D OWI- IN,5 0,& C&?WC, 4"Z.5 F 17,?,41V_51-r1aN 19:7-?alll- Jq �0�,4Z,6-- T /qF/-f _-Q-266- 71-alll '14 - 4 -51 14Z,!!5 /9-/ 0,000 IDI- A /V A .1&12oo11_57_ 61-194e1w A - -1! -4- .0 — r-- _-7 SZ7C7-10N C -C .z/M_ ....... --Own F 7 Lo. A 4 IN, 7 W14 Z_ Z Ig Ce Ir-,- , ev, x —V /AiZ/ CZ .9 X X A_ 4 4 `5RZA, -4 4 2Z2 Af INrO S45C71,0111 0,.;. 6 DETAI L ID _-545C710AI 9-,8 ZAIV 4�r 6' lar la lrhO��r- DETAIL 16 B CONCRETE GUTTER AND SPLASH WALL Mrs r E R I T AL G E 9 - 14_6' PA Al IlWr,4,ZZ LC A-, (7 Vic'. Z—/\ X L C, r_�5. 76.77-rC., I j V �zj, acq. 4(> VVC, W/'O Cx-100 rve, *LMve qgmr, _r 711 r rA;W�JCIL40 qP r1WGI9 0 VAJV� Mi5e A2@ 4"'AVC 040,41WGl: PIP&, S49 dO Pe T -A L, A 3, N.T-C F le 171� F A - BENCH MARK 114R. ,fz3BIRS - 1ZW77)W1011S EY7,FAI.TIONS �9 la Ig &140M.&A'94 IONVORK .4 -2VIO 6,?ZTZ 04RMA-v 7 -KP,- (SO Za5) �94 116� AlkNOMW7S_ (87OZA6S) 7,qlyV QZZ AIMO,-X-06,�� (ly�plcdz zz4cll SID,�) MVaETE 5,�.W_Z AE CZASS 9000 'PS/ 0�114��7_ VVIM 40,PROAEO E12wz Sy 7XA5 CITY -1V61,V6Ee. DRAIN BOX DETA L 1203 z lIV14r /�Z/_Vcz_ 6"1 x x WO f/ edsww O)p t1,5C&S A .57,4TI0,41 PAC,51- 416.9 gA&,q0,A,0 r ." CgS 4 50j1r11,FRL V/ 0,47 C,51V r,6RI- hVE OP 44SE 41,Ve A VENLIE - /. / MIL. ES E10 51S7 A YEWLIE. S,444E AS 07Y AS M. #-44d El- 6 YA rION 1-401 -lid /4 qt AOL) NO. I GENERAL NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS9 AND CHAPTER 70 OF THE UNIFORM BUILDING CODEP LATEST EDITION. 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRISO INCLUDING EXISTING STRUCTURESt FOOTINGSt FOUNDATIONSt RUBBLEv TREES AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO. THE SATISFACTION OF THE SOILS ENGINEER. ATE ENGINEEROS NOTICE TO CONTRACTOR 6 SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGIEER. THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEERv OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH AND ANY ADDITIONAL OVER—EXCAVATION SHALL THEN BE MAPE IN ACCORDANCE OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND AS CONTAINED IN THE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT SOILS REPORT. AS SHOWN'ON THIS MAP. THE CONTRACTOR 18 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND OTHER UTILITIES 6 INCHESt BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR*S RESPONSI— LEAST 90% OF THE MAXIMUN DENSITYv AS DETERMINED BY U.B.C. STANDARD BILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED 70-1 OR EQUIVALENT COMPACTION MALL BE OBTAINED BY METHODS SPECIFIED BEFORE START I NG WORK (.48 #OaaS VIAI) BY THE SOILS ENGINEER. 6. IF ANY UNFORSEEN SUB—SURFACE STRUCTURES ARE ENCOUNTERED DURING CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONSTRUCTIONe THEY SHALL BE IMMEDIATELY BROUGHT TO*THE ATTENTION FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS OF -THE SOILS ENGINEER BEFORE PROCEEDING FURTHER. PROJECTo INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND NOT BE LIMITED TO NORMAL 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR 50 AS NOT TO WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND9 INDEMNIFY AND CAUSE ANY MUDe SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR REAL AND ALLEGEDo IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS DEBRIS ON PUBLIC PROPERTY'SHALL BE REMOVED IMMEDIATELY. DUST SHALL PROJECTo EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE THE OWNER OR THE ENGINEER. GRADING AND BUILDING CONSTRUCTION ORERATIONS. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR NOTE: THE ENGINEER PREPARING THESE PLANS WILL'NOT BE RESPONSIBLE FOR,, SHALL FURNISH THE CITY WITH CERIFICATIONS FROM THE CIVIL OR LIABLE FORp UNAUTHORIZED CHANGES TO OR; USES OF THESE PLANS. ALL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE, CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER � i PREPARER OF THESE PLANS. COMPACTION AND PREPARATION HAG BEEN OBTAINED. 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AWD NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR THE THE START OF WORK. 10. RESPONSIBILITY FOR GRAD-ING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNFORM BUILDING CODE. 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDINGe BUT NOT rN LIMITED TO SEWERSt WATER LINESt ELECTRICAL LINESt GAS AND LANDSCAPE IRRIGATION LINES. 12. CERTIFI CATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION. 13. AN AS—GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION. 14. ALL SLOPES EXCEEDING 5 FEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT METERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 15-. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL 21 Lk INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING R CODE. A LL kWRA( 5WAL L BE OONE IN -4=40AA4CE W17 -q 7AIE SOILS EN61NEER z //Vz— RFC0eW)VDA r10AIS 4VD WAITP,4C T -SPECIFIC4 rIONS AS PER .50ILS RFRORr AREPAPE,0 46Y C /-/,/.j INC. j 5 6 6:5 6 -15- AAW ',AAIY dk&:1VDMEA17-S 77-1,6RE7V, AAE 9EAEBY VZOe A AAR7 e5 X/ F 0 W10--601 71FI_ r - RECORD DRAWING t1cl-1— z Y�) information on this drawing is obtained from others and - 6;Tust be verified in the field by anyone prior to use or /_Vt c construction. HALL & fOREMAN, INC. is not responsible for,. perground WHO locations or depictions. All above ground acIlities can be readily seen and verified by the parties,that e�;Ii��4z9Antend to use same. ?,j3FES C. cURT LLJ Uj co cc: (D 70P 0�c A1,4LL 9 1/94 //VY *R1 CIVIL. V OF CA0k 0 17MLIC770N NME'e CONST. 6 CONC. CURB AND 18 GUTTER f - 6 CURB 11W?F 6_117J`6,17,o-1VA1z4-104 z9Z-7,-41Z X,::�,17 01,4 - CONST. CONST. 4 " A. C. PAVEMENT OVER 12" COMPACTED NATIVE SOIL PER CITY OF FONTANA SPECIFICATIONS Z_ CONST. CONC. .�_041,4ZF AND SqPLASH WALL PER DETAIL HEREON 5 C 0 N S T . A0R, o V// V6 0 //, a r// C01 VC 5 -14 -111,4Z / 1` 4! 5; 2 9, P Z, 4, 4 142 5 � e-,-4, c,2' 4, Fe /-//; 2 7,:: -7 ivZAAI Z-_5? 35e- Z--1 x 0) IVIA CONST. CONC. PADS, _5�T Z 99- -C,41,: .... .. .............. CONST. CONC. DRIVE AY APPROACH PER CITY OF FONTANA STD. DETAIL 102C U/ REMOVE EXISTING CURB,- 1A. Alli5i _!5;140h74�,4ZA` X.-ep _OWal-AA 9 CON'ST. 811 PVC DRAINAGE PIPE, AS SHOWN % 401 10 11V!FTAZZ CONCRETE RETAINING WALL/SEAT 1811 HIGH. SEE LANDbCAPE /V/14 ARCHITECT'S PLAN it 99a AAR,4'1,,Va C�, 00 - CONST. 24" DRAIN BOX PER DETAIL ON 611 CONCRETE FOUNJ)ATTON AT 00. LOCATION S AS SHOWN ON PLAN VW 6� A�V(� CONST 12" 1DRAIN BOX PER DETAIL ON 611 CONCRETE FOUNDATION AT LOCAT�ON AS SHOWN ON PLAN I N S T A L L 1 /`V6 W,4-,�ZIF "aOW -5 ZIA- 4 CONST. 6 IcYef SEWER ,t: 29 INSTALL 3 4 1c;Y,-C W,41,9? A7154:e 4-5 _5Wa,�OW 1,207Z11Z .0v oAllyr ,;e - NOTE: PARK SITE PUBLIC DOMESTIC AND IRRIGATION METERED SERVICES TO EACH HAVE APPROVED R.P. ASSY. IkER CCWD STD, DWG. NO. 2A) AND TO BE INSTALLED PER ZL OF CCWD DWG. NO. 89-WI9-3, "TRACT NO. 13225" A10,17-35- CalflIrl-111el,629 &ZZ_011y ZZ77-. ei CITY OF FONTANA, CALIFORNL 1"ft 1 0 1"% 1 2 low& a In 11 Oft& I"% N .0 AN& IP% V� "W& A V=V& "W A A WWO L.*2.-1�.__. I.WAZ lklu