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Home My WebLink About2123-l-2LINE I AVENUE I A '� • 0� i 15 r- �i v i Q w `� F 5 L,�NGtSO4PE F,4.SfMFNT F� 0 �� v y ' 9� , I FUTURE BATHROOM/MAI ENANCE �o q� o ��y, -__ - - s o I0� F �� f 9� �� 9G 53 BUILD G 9 9� -Y. 62' FS R L/P/D DET .9; 2 cn 93 9 b e�•d� `s. w . 9 '9 �•�fo r /P/D DETAIL 9ti w 9 L.allo - 92F•y. 9 q. 9�PL Al L - q- \ PL4 N L - 5 0 ` q,�• �. SC4 PL- A A N• B9 o f,4SfMFNT �o V40 ,' g3,o `s' v F9, `'��ry'- LITTLE LEAGUE \ SOFTBALL DIAMONDS { a i PARKING LOT o �� ,�? . 9, 9� y. 90 1 a F ASEBALL DIAMOND (N.1 \ .9 •�- I 92 9 � �1 1 0 9�F ' 'N'�� o .� �' \ I Y (nl 0 7 ! C oN c T 9 •.� .sem ds " �. �• J EAST LIBERTY ARK WA ��. o ds 9 \\ l OR STREET. C B AND SIDE WAL - / C'ONSTR TION, -t THIS ARlf'A SEE� a uE_ ^ , 2� \ RE T�IMPROVEME T PL NS BY HALL D FOREMAN IN 94 � 2 � r :��A KING AREAi �4 ` 0 S .SCE I P/CrV/C �iP�1 I- -� PL TE �' 1 / r- J 3. j` -/SHEET L -j WIN SEE DETAIL ► P a owl. OMENS M '♦ 1 .�_:�- - -- -iii. /\■�� FINE. PR■W. MEN T/T RE .�.a. i�■�a , MEN; Mo4<4 Lr� Y�� •� �� ' 1'Z.- 00_ y - • /- i `NJ• V t. ` t• to t• r s � ti r ral � � - - 911.7 till r Nil oil am / ■■ II� �■ ■■■.■■ ■■■ ��6 tNONE noun mow... - + ` / �� BASE LINE 4 AMEIIII _-1 "I .VILLAGE GREEN Z7 PARK v y G�' ��OF' g eERty HERITAGE VICINITY MAP N rS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT I AS SHOWN ON THIS MAP. THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND OTHER'UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSI- BILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 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 REQUIREMENT SHALL APPLY CONTINUOUSLY* AND NOT BE LIMITED TO NORMAL ?G WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL AND 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. NOTE: THE ENG I NIEER PREPAR I NIG THESE PLANS WILL NOT BE RESPONS I BLE FOR. OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ri iRVF nATA, 'F,d3 v a 001 204 1 d �.�. � �. do 3" $ h , �� 11A 9 ,o4F6 9 � goo ,� 8'" 8" �.'�g2 ��: H H TYP CALS LL F's 0�� •, .� SFS , - � . � ____ �• 1 1?• �s z .� BA`�KETBALL 4 COURTS VOLLEY ��- L P' - T N fUT M .G; _ rc 6 B, ? p O T FSP K /� Sll /s/oRs e� / A R . �3 F� , 41 .5 r 0 V' 6� - ��-----•ra- s-- - • � 1 � -F . � q fG��E �EST,QDDM I 5" TfRS 3 OURT a? � ,,p� � p,G h� � ' • ' � s9 r G .r10 (,' 9D -fiD.6J eD..25 P- `Or A' I --� ,S�f3'8// X22 fS. = B/.// FS FL' 0 / 5 5 ' 20 20 ' 5.5 IPf1/YIP a o h 1 al S ' - / / $I, F5 b,• -t� RECO E7' AT .P.t9HT_ 0 �e o °� 3 $- 80 i WAIISTAWCT �a STREET RL4V �• Bo f _ �" E� NOTE EXISTI PAR G_ A_ IAEA�.; _-4 - - �+ c 9 y. 8V.1,5 �' , ro �w EAST LIBERTY @E 2/ I LEVEL /NE 2% SEPTE S� .q t �� CONSTRUCTED PER STREET PLAN. _ �_ _ L a - 46 S S 60' $ Z5 • ZS 60 6 c4a GO' 3 `lG 8/00 / w - ,��j. d 45 Q \ p•7 p� STREET ELEVATIONS, SITE LIGHTING, F'� �� ' S 5 �' S \ - $� PICNIC Ar<EAS AND CONCRETE DUGOUTS 5 FS g4' F di g3 \ ARE SHOWN AS A REFERENCE ONLY. BO' 0 p ti 083 / Fs M h• ___-!______-----------� IN STREET SECTION . T F �% TSP � / F • o. �3..% T �' a�� I . Bo 33 rC . TENNIS COURT a l TENNIS COURTS (REFERENCE ONLY) I d2' �NEI n , �o o s 6 gyp' GO' GO ' r 3 1 9 � b F � � � ✓iLJE`Y�4Lf� WIN Phi - 4P s _ �5 TENNIS COURT'S �..,._ TENNIS COURTS • �.2 � o,$ Spy. �o' y. s � _ - ,� � P. d . . • .� •, ��. �' 101-10.83/0 0.�3° - .C� Q f I o o •;• 7 - '� 1 S1 CUA79 TRANs/T�aN y, COL OkED 8� 6 / -NNIS COURTS o " Cl`Ta ""CF , ' TEXTURE CONC- P.� 140 s -----a WHEELCHAIR RAMP 'C', '• • . N 4 i VATUQAL • y.:. CO�VCQETf {#. � I _ .::. r 46 - i COL O!,?EI1 8 77 7e a Afl h 0.Y 17 1 ' ,�> � � �. 1 d N4 TUBAL /� � 2 \ Q� N E' :ONCl1E r,5 5 ' • • • ST.9N2W1Pl S/DEIyXLK �5• . /�- / ETAIL OWN F R COORDINATION 1 ,�� •�. , - - - PUR t� UIvLY -OR EHj I LIBER I "y -# WHEELCHAIR RAMP A 'J FH vAY, ITV- T, iL) AIN'U- SIDCV4ALK � ;' $� � Q ♦o �. � �� Z110 I mull 1, TON iN THIE.) AREA iMPR6 EMEN I Pi -ANS E TE RLY LINE OF EAST 400 RE 7 - 1 �O •- � r- • A 111, 1 1 � . S 2' ST�iY0,9�P0.5/OEif/f/L k' ,S '' s Y 1-I ALL NG rvncwitA1v Iwt,. I /? 2 , ASSESSOR' CEL 30 7 / /�'------------- �A111W e. �------- 4--�---- ----- � �. � �1 Flo, 26229 y_ r--�� U / - _ - -- pCONSTRUCTIONQUANTITIES Exp. /31/9 • coN.ST. 81 LF /S/s�-3/ • � _,- a � 75 WHEELCHAIR RAMP BCIV Ilk- � NOTES �. M 0 79 au t �'�' A • / T 2 CONST- G `1MVC• CURB and /8 "GUTTER STD. DETA/L /0/ 7 LF "v � - 1h BENCH MARK 3 WAISr• G "WVC CU?e STP. DET411- /o/ 1146 L F USCGS d STAT/ON RACEL E�1 STfi4L Y Of 0 W_-R41L ROAD TCUS AND ?B` ,SpUTNERL V 0�' CENTERL /NE SaLEGEND N FNUE. • _.� OF �l4SE L/ E A V a comsr CONC. S10fl� AL /l. S /N !�f//DTH STD DETAIL /Q5 A 213 O 5 F 0 � � /. / M/LES E�0 6�ST A yENUE, 8�. ►0 7VP Of CURB FLWI/L WE fLEI/1.4 T/DNS - f 81. 9A ME AS CYTY AM # 3GG � 4/ST K/f-; EEL CLQ/2 RUMP PER DETQ/L frfQEON a� STD. GIETQ/L AWA Z EA . O , - FS F/N/SHED SURFACE EL CklAr/ON fL.EXA T/ON 4.501• S d FG --- F/NOSHED CRAPE PLF!/A 401Y O ENGINEER DATE CITY DATA 0 �NSTQUCT/ON NOTE n R E V I S 1 0 N S APPROVAL O CDNST. 4 ,4C PAVEMENT ova �2 COMPQCTfQ ti�AT/vE ,soi1 2 3, 4b4 SIR APPROVCONST CONC. S/DFI�V•dLll , /N 9110TH, sT1M�E0 4 ,rd -50ZIA s s/ DETA/L /OSB g 4 Z 4 SF - GB GRADE BREAK NOTE: STQ�t/CM40 DETZ 11_S RecFRRE.7 70 - - - 1N CONsTRUCr10A1 NOTES ARE Pfl� f0 CONST. /� Y, 1x 3% RECTLNGULA Q P/PE . �/. D.) STD. DETAIL /2d,4 Wlal:An/OUT 9Z L F G/TY O: F0A1rAA1A sTdNa4ROS - , Q 3186.L AIRWAY AVENUE J COSTAMESA CALIFORNIA92626 • 17141641-8777 .EVIL ENGINEERING ENVIRONMENTAL PLANNiN; • '_AND SURVEYING J CDAIST, CONC . R/880N GUTTE2 PFR OFT'f/L //FREON 660 S F _ ?? - BS - •r : GENERAL NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS. AND CHAPTER 70 OF THE UNIFORM BUILDING CODE. LATEST EDITION. 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND `DEBRIS. INCLUDING EXISTING STRUCTURES..FOOTINGS, FOUNDATIONS. RUBBLE° TREES AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 3. AFTER REMOVAL OF DEBRIS. ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGIEER. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER. _ AND ANY ADDITiONAL OVER -EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENG I NEER' S RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT. 5. THE EXPOSED SOILS MALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES. BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT STANDARD LEAST 90% OF THE MAXIM DENSITY, AS DETERMINED BY U.B.C. 70,1 OR EOU I VALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. 6. IF ANY UNFORSEEN SUB SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER. 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION ORERATIONS. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE CITY WITH CERIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED.: 9. NO GRADING SHALL C WITHOUT OBTAINING GRADING PERMIT AWD NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR THE THE START OF 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. I 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 BArWILL INCLUDING, BUT NOT LIMITED TO SEWERS. WATER LIMES, ELECTRICAL LINES. GAS AND LANDSCAPE IRRIGATION LINES. 12. CERTIFICATES 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 GRADIN BOND AND PRIOR TO FINAL GRADING INSPECTION. 14. ALL SLOPES EXCEEDING 5 FEET IN VERT I CAL HEIGHT AND EXCEEDING 50 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT 1"ETERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 15. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. IG • ALL kWR9 &IAL L M DONE /N ,4C�Q0,4NCE 11/TN THE SOILS ENG/VEERS RECORMEND TIONS AND CONTRACT SPFCiF1GQT/ONS AS PFR .S0/LS QEPOQI PQEP�(RED /NC. , 8`5,50 9 - 3L dNC 'd.NY AMfIVD,'NENTS 77YERE701 AAE 9ERFBY ti .4DF A PART y6QfOF . 4 RD SET f I� NG CONDITIONS MBER 17, 1991 3 4 w HANDICAP w 3 RIBBON GUTTED --_ REGULAR ,. ---- --------- -A i R i�D n R A W I N G TYPICAL PARKING The information on this drawing,is obtained from others la-iflid STALLS must be verified in the field by anyone prier to use er c0nstructioil. l ALI.- & VOKMAN, INC. Is nes responsible for underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that int Wd tol use sane. to 800 HPS STREET LIGHT NO REVISION yY DATE DIRT QUANTITIES ` ,Q 40DF0 •PlI-Y . dAEA -SOIL KK/ Ior1s•d9 II _ A I mp 60A14-/GI/24T/ON � ELfY.E . !l!{/ •,� •q0 I CU T - ZS, 417 cv. V.03 CIL Z - /f 030 CZ/ rvs EXPORT = /Q, 387 CU. YDS. A 4pDe:D le>&"C6i Ppiw. /Vow i R>4o 5►¢.qz /26.9 ` a) '( PREPARED IN THE OFFICE OF `th. A2ft&w424e0C. �� 2 X 14, l0 ' I V•' AED"ILL AVENUE CORA MESA CASN20.3426 • aim S 14777 ..,�� Va.s{V \ ® CIVIL ENGINEERING LAND r►.ANNINIM LAND EU IVtr►NO j ( j3 T ' � EXP 331• `� ' s Q BY D A T E8 -,??- 911 R �: .0 4 LJ FOR} ARK MC DERMOTT SPORT'S COMPLE C� CALIFO-RN.IA 'p. jB/? •. 0.1w;,µ- Id Q L. T COMMENTS .5' 7851 7 _100 /0' 15.71 ` /0' 7YP/CQ L �C /,V ° 4.5 14 1,4' - TYP/C& - PARWING AREA PL A17,, QS a j9 f5 1.2 /BO ' ,?3.2, Gd L3' IVOR&;f CUIIB \r / -15'0 13' 1.211 /4,0' IdO' 109.59' 116.�/' 5700 d - 63./21 .i. CURB G 4®" 321 26 _ ° " 200131d. /6' 100 300" BASEBdL L .91Q001Va SOFTBALL DIAMOND I� jo ' 200 1 JP2d' 'F,d3 v a 001 204 1 d �.�. � �. do 3" $ h , �� 11A 9 ,o4F6 9 � goo ,� 8'" 8" �.'�g2 ��: H H TYP CALS LL F's 0�� •, .� SFS , - � . � ____ �• 1 1?• �s z .� BA`�KETBALL 4 COURTS VOLLEY ��- L P' - T N fUT M .G; _ rc 6 B, ? p O T FSP K /� Sll /s/oRs e� / A R . �3 F� , 41 .5 r 0 V' 6� - ��-----•ra- s-- - • � 1 � -F . � q fG��E �EST,QDDM I 5" TfRS 3 OURT a? � ,,p� � p,G h� � ' • ' � s9 r G .r10 (,' 9D -fiD.6J eD..25 P- `Or A' I --� ,S�f3'8// X22 fS. = B/.// FS FL' 0 / 5 5 ' 20 20 ' 5.5 IPf1/YIP a o h 1 al S ' - / / $I, F5 b,• -t� RECO E7' AT .P.t9HT_ 0 �e o °� 3 $- 80 i WAIISTAWCT �a STREET RL4V �• Bo f _ �" E� NOTE EXISTI PAR G_ A_ IAEA�.; _-4 - - �+ c 9 y. 8V.1,5 �' , ro �w EAST LIBERTY @E 2/ I LEVEL /NE 2% SEPTE S� .q t �� CONSTRUCTED PER STREET PLAN. _ �_ _ L a - 46 S S 60' $ Z5 • ZS 60 6 c4a GO' 3 `lG 8/00 / w - ,��j. d 45 Q \ p•7 p� STREET ELEVATIONS, SITE LIGHTING, F'� �� ' S 5 �' S \ - $� PICNIC Ar<EAS AND CONCRETE DUGOUTS 5 FS g4' F di g3 \ ARE SHOWN AS A REFERENCE ONLY. BO' 0 p ti 083 / Fs M h• ___-!______-----------� IN STREET SECTION . T F �% TSP � / F • o. �3..% T �' a�� I . Bo 33 rC . TENNIS COURT a l TENNIS COURTS (REFERENCE ONLY) I d2' �NEI n , �o o s 6 gyp' GO' GO ' r 3 1 9 � b F � � � ✓iLJE`Y�4Lf� WIN Phi - 4P s _ �5 TENNIS COURT'S �..,._ TENNIS COURTS • �.2 � o,$ Spy. �o' y. s � _ - ,� � P. d . . • .� •, ��. �' 101-10.83/0 0.�3° - .C� Q f I o o •;• 7 - '� 1 S1 CUA79 TRANs/T�aN y, COL OkED 8� 6 / -NNIS COURTS o " Cl`Ta ""CF , ' TEXTURE CONC- P.� 140 s -----a WHEELCHAIR RAMP 'C', '• • . N 4 i VATUQAL • y.:. CO�VCQETf {#. � I _ .::. r 46 - i COL O!,?EI1 8 77 7e a Afl h 0.Y 17 1 ' ,�> � � �. 1 d N4 TUBAL /� � 2 \ Q� N E' :ONCl1E r,5 5 ' • • • ST.9N2W1Pl S/DEIyXLK �5• . /�- / ETAIL OWN F R COORDINATION 1 ,�� •�. , - - - PUR t� UIvLY -OR EHj I LIBER I "y -# WHEELCHAIR RAMP A 'J FH vAY, ITV- T, iL) AIN'U- SIDCV4ALK � ;' $� � Q ♦o �. � �� Z110 I mull 1, TON iN THIE.) AREA iMPR6 EMEN I Pi -ANS E TE RLY LINE OF EAST 400 RE 7 - 1 �O •- � r- • A 111, 1 1 � . S 2' ST�iY0,9�P0.5/OEif/f/L k' ,S '' s Y 1-I ALL NG rvncwitA1v Iwt,. I /? 2 , ASSESSOR' CEL 30 7 / /�'------------- �A111W e. �------- 4--�---- ----- � �. � �1 Flo, 26229 y_ r--�� U / - _ - -- pCONSTRUCTIONQUANTITIES Exp. /31/9 • coN.ST. 81 LF /S/s�-3/ • � _,- a � 75 WHEELCHAIR RAMP BCIV Ilk- � NOTES �. M 0 79 au t �'�' A • / T 2 CONST- G `1MVC• CURB and /8 "GUTTER STD. DETA/L /0/ 7 LF "v � - 1h BENCH MARK 3 WAISr• G "WVC CU?e STP. DET411- /o/ 1146 L F USCGS d STAT/ON RACEL E�1 STfi4L Y Of 0 W_-R41L ROAD TCUS AND ?B` ,SpUTNERL V 0�' CENTERL /NE SaLEGEND N FNUE. • _.� OF �l4SE L/ E A V a comsr CONC. S10fl� AL /l. S /N !�f//DTH STD DETAIL /Q5 A 213 O 5 F 0 � � /. / M/LES E�0 6�ST A yENUE, 8�. ►0 7VP Of CURB FLWI/L WE fLEI/1.4 T/DNS - f 81. 9A ME AS CYTY AM # 3GG � 4/ST K/f-; EEL CLQ/2 RUMP PER DETQ/L frfQEON a� STD. GIETQ/L AWA Z EA . O , - FS F/N/SHED SURFACE EL CklAr/ON fL.EXA T/ON 4.501• S d FG --- F/NOSHED CRAPE PLF!/A 401Y O ENGINEER DATE CITY DATA 0 �NSTQUCT/ON NOTE n R E V I S 1 0 N S APPROVAL O CDNST. 4 ,4C PAVEMENT ova �2 COMPQCTfQ ti�AT/vE ,soi1 2 3, 4b4 SIR APPROVCONST CONC. S/DFI�V•dLll , /N 9110TH, sT1M�E0 4 ,rd -50ZIA s s/ DETA/L /OSB g 4 Z 4 SF - GB GRADE BREAK NOTE: STQ�t/CM40 DETZ 11_S RecFRRE.7 70 - - - 1N CONsTRUCr10A1 NOTES ARE Pfl� f0 CONST. /� Y, 1x 3% RECTLNGULA Q P/PE . �/. D.) STD. DETAIL /2d,4 Wlal:An/OUT 9Z L F G/TY O: F0A1rAA1A sTdNa4ROS - , Q 3186.L AIRWAY AVENUE J COSTAMESA CALIFORNIA92626 • 17141641-8777 .EVIL ENGINEERING ENVIRONMENTAL PLANNiN; • '_AND SURVEYING J CDAIST, CONC . R/880N GUTTE2 PFR OFT'f/L //FREON 660 S F _ ?? - BS - •r : GENERAL NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS. AND CHAPTER 70 OF THE UNIFORM BUILDING CODE. LATEST EDITION. 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND `DEBRIS. INCLUDING EXISTING STRUCTURES..FOOTINGS, FOUNDATIONS. RUBBLE° TREES AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 3. AFTER REMOVAL OF DEBRIS. ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGIEER. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER. _ AND ANY ADDITiONAL OVER -EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENG I NEER' S RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT. 5. THE EXPOSED SOILS MALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES. BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT STANDARD LEAST 90% OF THE MAXIM DENSITY, AS DETERMINED BY U.B.C. 70,1 OR EOU I VALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. 6. IF ANY UNFORSEEN SUB SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER. 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION ORERATIONS. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE CITY WITH CERIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED.: 9. NO GRADING SHALL C WITHOUT OBTAINING GRADING PERMIT AWD NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR THE THE START OF 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. I 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 BArWILL INCLUDING, BUT NOT LIMITED TO SEWERS. WATER LIMES, ELECTRICAL LINES. GAS AND LANDSCAPE IRRIGATION LINES. 12. CERTIFICATES 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 GRADIN BOND AND PRIOR TO FINAL GRADING INSPECTION. 14. ALL SLOPES EXCEEDING 5 FEET IN VERT I CAL HEIGHT AND EXCEEDING 50 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT 1"ETERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 15. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. IG • ALL kWR9 &IAL L M DONE /N ,4C�Q0,4NCE 11/TN THE SOILS ENG/VEERS RECORMEND TIONS AND CONTRACT SPFCiF1GQT/ONS AS PFR .S0/LS QEPOQI PQEP�(RED /NC. , 8`5,50 9 - 3L dNC 'd.NY AMfIVD,'NENTS 77YERE701 AAE 9ERFBY ti .4DF A PART y6QfOF . 4 RD SET f I� NG CONDITIONS MBER 17, 1991 3 4 w HANDICAP w 3 RIBBON GUTTED --_ REGULAR ,. ---- --------- -A i R i�D n R A W I N G TYPICAL PARKING The information on this drawing,is obtained from others la-iflid STALLS must be verified in the field by anyone prier to use er c0nstructioil. l ALI.- & VOKMAN, INC. Is nes responsible for underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that int Wd tol use sane. to 800 HPS STREET LIGHT NO REVISION yY DATE DIRT QUANTITIES ` ,Q 40DF0 •PlI-Y . dAEA -SOIL KK/ Ior1s•d9 II _ A I mp 60A14-/GI/24T/ON � ELfY.E . !l!{/ •,� •q0 I CU T - ZS, 417 cv. V.03 CIL Z - /f 030 CZ/ rvs EXPORT = /Q, 387 CU. YDS. A 4pDe:D le>&"C6i Ppiw. /Vow i R>4o 5►¢.qz /26.9 ` a) '( PREPARED IN THE OFFICE OF `th. A2ft&w424e0C. �� 2 X 14, l0 ' I V•' AED"ILL AVENUE CORA MESA CASN20.3426 • aim S 14777 ..,�� Va.s{V \ ® CIVIL ENGINEERING LAND r►.ANNINIM LAND EU IVtr►NO j ( j3 T ' � EXP 331• `� ' s Q BY D A T E8 -,??- 911 R �: .0 4 LJ FOR} ARK MC DERMOTT SPORT'S COMPLE C� CALIFO-RN.IA 'p. jB/? •. 0.1w;,µ-