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HomeMy WebLinkAbout1565-1GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD 18 5�p GoiYG2Er� �jU2�.oGES hyo SPECIFICATIONS. PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. GOA/c-O,eM /i1/ L�.e-4��, Co/_oe 141VI--> REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. AZ-Z- 2. GG GU.2�S 2 . CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC I9 /w'/O �,DyIE SypGL ,�� T-�L�4GEI� UNTIL. WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY RTHE STREET, SEWER & STORM DRAIN IMPROVEMENT PLANS FOR VILLAGE OF HERITAGE TRACTS 13931, -1393 1 m 1, 1393 1-2 & 1393 1-3 IN THE CITY OF FUm`lviANA COUNTY OF SAID! BERiNARDINO L I M I T S . /ONo E/N�oec/r�l� STSG, PHA 55 I 7K. 1313/- l Lie f./.O� BEEN PL•dGED /�/SP��T� .On/� �v.�P,eouc� . 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE IN/r 6M5Er �MPRovE'M NrS CONST 311 ASC, OVE9 IV COMPACr90 NA%/V,5 2a-- CON5T- &1' CURB � OUMM fMC17YOrFONTA1 JA 5,An1nA.eD rgrAIL lo/ Coo5T Abet-mAL 01?N,EI//,QYpvi C1 rY'&-'" PONrA51A 6TWJPA90 OErA-1L /09** ¢�— CONST 4" rzc 51n6-1.VALx C17Y 57-.41VP,4RD air 1z- /05 4 �- co&lo- " AXe6-6 DAMP r59 PeTAX 10¢ A ©-- C01,15r 0RO :5 6UrtW PSR GIrY�r i=oMrAMA 5-MM2ARp PeTAIG /04 7� cower LOCAL Orl-All, ® CONST: &" To 8" CURB FACE 7/k,4W:5l7/0/l ®- C0145T 6,600 LUAIff ,l NPS. V 57REE7' 1,101-17- !0 COA15 % 8 "CUR,6 1� 6UTr,5R Peg e/7Y oP'1-oNrAMa 6rA1-JPA9a PrL . /0/ I/ COti157_ Re51D,EiYT/AL 091V,611VAY y�",1;�' Dl,-7A/L e OTHERWISE NOTED. Z i /�'— D/i�/Nle �oNj7.�UGTiO�Y, �,�a Un/� !�c/�•T�� 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF /;;cov�vr-�,e�-� �4 SJ✓STEM ,paP,�ov�-� By STREETS. 7t/E G'�Ty c �11�/j1/�E,� jf/,pLL �E /NST�pCGE� 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. HO, 750 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL /,335 2, 3q2 LOCATION AND ELEVATION IN THE FIELD. 6713&8 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 2z NO 7X�!e/vGy 0)37(P FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, Gr//T VOA ��/oe ,OP,a,�o �/,OG off' 7 ciTys sF SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS 4117-0 71571 THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINA- XAMINA- /7, Sq2 SF TION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. TION 2 7. THE CONTRACTOR (S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION W1771 EA. OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA ,O1VI�•0,.4p �,aEc✓f/c•4T/off 2 STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. O 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD T� G�A2.ODE B}i P•Oli/N L'ONT,�.OGT7�•f2 . 4 DETAIL 129. 105 41 9'10 O `qZI, TO 8E ,8y 5a/1_5 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE ZNL�/NEMA;• 3 CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 2 14 CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE 240 /pO ANTICIPATED START OF CONSTRUCTION. 02j, 511_1_ M.OTZ✓,o/aOGs �/VO /vJE?h�aT Ta 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE Th�'dP'a'eO 114Z -OF TtfE 30e CITY OF FONTANA. z' TZ) 111!1/5 ,0.5. E-. D�- 1 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY 3a M/NJ A/VO /►9//V. eaM,aocrronV of 90 clo 21535 SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS 22 23 WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY ARE 20 1 112 SHOWN ON THE PLANS OR NOT. O CorVT.Q,o�To2 7� /NST•�1�. �•ovc IV 3 4 u 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED e>1 ZhM5- 2//Y c4-N4/NEED. 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. Z9 CDMTO/2 Sff.000 /1/OT U 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM L/NE k/,pTE,Q V,4L-1/5. GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. < 50 INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125-A .(g Ac- FX/5T/NL7 617_!1_17-!55 OR SONY DTNi;2 3o - 14. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH F,de1Z_1r/,5 L'dNF'L10 T- W17-11 77/5 Ak7oP655D A PLUG. /Mpeo!/EME'NTS• GI/DR& 5Aw4L 57ZIP 4A14> 7Or e5_1VG-7/1'V eW R it/OTi�/� /MMED/AT 'GY 15. CHRIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. O /T j//.OGL 8E 77/gc 4jZ1E5,ZVN5/8/L/ry OF� 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE 31 TSE �'ONT2.4C7ra e 7 n/oTi�'y 7�i'E HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. H�4� �� CoNsTkvC�T�� �dN� �EFo�E O ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. �,p ,iV U Vii /1l� S gd 7M�- ,��4 -P, 4 7- 7 -He- �NL� //vEE� M�4 Y /N ST�4a- _ 17 . THE TION AANDROTHERHALL ALLLIMITED S'4 7 T/fE ST�� C'EN�'e LINE /1'IO/Vv/vl�iV�� - UTILITIES IMPROVEMENTS INCLUDING, BUT NOTH TO GAS, TELEPHONE. ELECTRICAL, LIGHTING, TELEVISION CABLE. .45 ,�EG� U/�'ED ,8 y T/`l� /TY O40e- aF' LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, C/1y Off-O�l i,4 N�4 SEWER, STORM DRAINAGE. FLOOD CONTROL SYSTEMS. ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES. NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE 714/350-7610 .{ SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BOULEVARD FONTANA, CALIFORNIA 92335 TELEPHONE 714/889-9711 MR. L-ou WEST�.aG1__ SOUTHERN CALIFORNIA EDISON COMPANY 300 N. PEPPER STREET P.O. BOX 788 RIALTO. CALIFORNIA 92375 — TELEPHONE 714/820-5483 MR. PAve- .JdlVi S BETWEEN THE HOURS OF 8AM-9AM OR 3:3OPM-5:OOPM Cl/CAMOA16A CounlrY wAree Pl$reh::�r" 9461 5.4N SE2NARD/Na ROAD CUC.v Monl47A, CA 9/730 (7/4) 987-2-591 PAC/F/C �LEP/�ONE 9000 411E 414 R�4NCHD 011C,4MOA1 ,G, (f,4 9/370 , DU7H,reN 6,61411c-OR/VIA G.45 eoMPANY 1�G 1rOP O� CU1Z�3 T,e0N5IVI/ 410N �ivi5101V 2/9/ E. &Rey 5reEEr � F1N15A1F..0 6119 AC6 S,e,F 4 1_30. 9Z !o Z/ Ftr 1✓Gokl L17/� ENGINEER'S NOTICE : ci r1> clRAp15 0);,75/ -AK 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1��' PAPIAL POIN7- RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED I9INY MvIffWAY TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL bG gBm/N CU/2V45 LIABILITY, REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM 1�10 VZ? C(jRVE THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3 fi 53.4-2 6Mf6r �ATIoN 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION 4 +'1 1p, 8 gEWE>, 5TA7701,J AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO �+ 1 `� . (� SToIzM W /k/ 6,rATlON HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED 000000 PHASE OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED G3 5r`WG-R TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR_ STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE 519— 67 -ORM 0944.1 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. (,4 1XIATM 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. G�> CAH,0IN OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED MH MAqHcl E: BY THE PREPARER OF THESE PLANS. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS - CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA & EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. STREET, SEWER & STORM DRAIN IMPROVEMENT PLANS FOR VILLAGE OF HERITAGE TRACTS 13931, -1393 1 m 1, 1393 1-2 & 1393 1-3 IN THE CITY OF FUm`lviANA COUNTY OF SAID! BERiNARDINO x TLp _ •, ZC91MWALK i i5 or w ^ FOOTHILL BOULEVARD wivrvA pR1V�l�•�Y C2 2 �I 51�WA�K INDEX MAP SCALE: 1-=100" C1JmR Fpce, 4vll 11' 1.1 F1N�51-iL17 �UK�O.c� 4::� 811Gr 14 T PARKWAY MOVIFlEb VRIvE�WQY A nr-"A 1 L X16 1 LEGEND: '/� -- SHT. NO. STREET IMP. �O SHT. NO. STORM DRAIN IMP. "MIN F51 SHT. NO. SEWER !MP. 10"MAX niiiiul -- PHASE LINE ELECTED NATIVE SOIL I' MAX. SIZE COMPACTED TO 90% )/4"iO3/4" ROCK BEDDING TrYRl orAL /B:R— RIN4 1 0 4 NO SCALE I" MAXIMUM SIZE SELECT NATIVE BEP9IN6t COM PACTE P TO 90 TYeR14C 4L BiFAPPIAvy �DIe 8" VC'P LASS T11WAI /4 pE�i� /vo se, 1-e (o" MIN 10" MAX Ig9NU►1J0 Q AV6 • / �� � 4 air F5 i� M11d.EIC ��� /� MILI.EK AVG 01 raw HWY VICIW11Y MAP N115 CO1457RUCT'ION NOTE'S � E5Tl A�IATLcn 011A&177r156 COA115r.. Nim/ 0. Irem PHA 55 I 7K. 1313/- l Lie !MASE' 4 TIR. 13131 P11A6E 2 TR 1393/-Z To L rA , IN/r 6M5Er �MPRovE'M NrS CONST 311 ASC, OVE9 IV COMPACr90 NA%/V,5 2a-- CON5T- &1' CURB � OUMM fMC17YOrFONTA1 JA 5,An1nA.eD rgrAIL lo/ Coo5T Abet-mAL 01?N,EI//,QYpvi C1 rY'&-'" PONrA51A 6TWJPA90 OErA-1L /09** ¢�— CONST 4" rzc 51n6-1.VALx C17Y 57-.41VP,4RD air 1z- /05 4 �- co&lo- " AXe6-6 DAMP r59 PeTAX 10¢ A ©-- C01,15r 0RO :5 6UrtW PSR GIrY�r i=oMrAMA 5-MM2ARp PeTAIG /04 7� cower LOCAL Orl-All, ® CONST: &" To 8" CURB FACE 7/k,4W:5l7/0/l ®- C0145T 6,600 LUAIff ,l NPS. V 57REE7' 1,101-17- !0 COA15 % 8 "CUR,6 1� 6UTr,5R Peg e/7Y oP'1-oNrAMa 6rA1-JPA9a PrL . /0/ I/ COti157_ Re51D,EiYT/AL 091V,611VAY y�",1;�' Dl,-7A/L e 75 75 LF r20 22, 4CO 24,750 _ 4,51 &00 20,000 HO, 750 885 /,335 2, 3q2 x TLp _ •, ZC91MWALK i i5 or w ^ FOOTHILL BOULEVARD wivrvA pR1V�l�•�Y C2 2 �I 51�WA�K INDEX MAP SCALE: 1-=100" C1JmR Fpce, 4vll 11' 1.1 F1N�51-iL17 �UK�O.c� 4::� 811Gr 14 T PARKWAY MOVIFlEb VRIvE�WQY A nr-"A 1 L X16 1 LEGEND: '/� -- SHT. NO. STREET IMP. �O SHT. NO. STORM DRAIN IMP. "MIN F51 SHT. NO. SEWER !MP. 10"MAX niiiiul -- PHASE LINE ELECTED NATIVE SOIL I' MAX. SIZE COMPACTED TO 90% )/4"iO3/4" ROCK BEDDING TrYRl orAL /B:R— RIN4 1 0 4 NO SCALE I" MAXIMUM SIZE SELECT NATIVE BEP9IN6t COM PACTE P TO 90 TYeR14C 4L BiFAPPIAvy �DIe 8" VC'P LASS T11WAI /4 pE�i� /vo se, 1-e (o" MIN 10" MAX Ig9NU►1J0 Q AV6 • / �� � 4 air F5 i� M11d.EIC ��� /� MILI.EK AVG 01 raw HWY VICIW11Y MAP N115 CO1457RUCT'ION NOTE'S � E5Tl A�IATLcn 011A&177r156 COA115r.. Nim/ 0. Irem PHA 55 I 7K. 1313/- l )vHA65 3 r)IC. 1393/- 3 !MASE' 4 TIR. 13131 P11A6E 2 TR 1393/-Z To L rA , IN/r 6M5Er �MPRovE'M NrS CONST 311 ASC, OVE9 IV COMPACr90 NA%/V,5 2a-- CON5T- &1' CURB � OUMM fMC17YOrFONTA1 JA 5,An1nA.eD rgrAIL lo/ Coo5T Abet-mAL 01?N,EI//,QYpvi C1 rY'&-'" PONrA51A 6TWJPA90 OErA-1L /09** ¢�— CONST 4" rzc 51n6-1.VALx C17Y 57-.41VP,4RD air 1z- /05 4 �- co&lo- " AXe6-6 DAMP r59 PeTAX 10¢ A ©-- C01,15r 0RO :5 6UrtW PSR GIrY�r i=oMrAMA 5-MM2ARp PeTAIG /04 7� cower LOCAL Orl-All, ® CONST: &" To 8" CURB FACE 7/k,4W:5l7/0/l ®- C0145T 6,600 LUAIff ,l NPS. V 57REE7' 1,101-17- !0 COA15 % 8 "CUR,6 1� 6UTr,5R Peg e/7Y oP'1-oNrAMa 6rA1-JPA9a PrL . /0/ I/ COti157_ Re51D,EiYT/AL 091V,611VAY y�",1;�' Dl,-7A/L e 75 75 LF r20 22, 4CO 24,750 _ 4,51 &00 20,000 HO, 750 885 /,335 2, 3q2 7517 6713&8 LF /,7&0 1,048 0)37(P 1)408 7, 312 sF 21824 4117-0 71571 3,472 /7, Sq2 SF 2 2 4 4 IO EA. 1 2 2 4A. 2 2 4 6A. 105 41 9'10 158 3&0 Lr 3 3 2 14 EA. 240 /pO Z 94 1094 LF: 308 30e I -F 0.130 1,232 OF 5FORM DRAIN IMMOVE'M5NT5 �-- C01J577 18'' RCP (0-1200) 21 CONST 24"IOP (0-125O) ZZ CONST 30" 9cp (D- zcvo) 23 CON15T CONXgErg 601,[.A/Z /t7e P,`TAIL a 24 CONsr g 14MH0l.,5 /Ce PP'A/L A00 PE%AIL5 MIC P4^1 25 COAST CA7ZW ,BASIItl PGR a�T IL (1.c1= -7 V c I cg'e gpGgN� a-- C0f151" CA7-CI.1 BA51 t1 1759 dErA1 L (IN =10 ' , V - 1Ylq rLAN) a- COnJ5T: sWc70N 9T91JC7-99,5 f;,59 A11_ �-- 1? M00 tyl57_ 24''RGP "STUB 6611JEf? IMPROUI�M NT5 : �- CoN57: 8"Ycr FxrRA 5r�e�ivU7w S iE,e 3/ CONST 4'" VGP E17Z- 4 h'OUSF LArFR- A1_ P OiTy5ra iW7,4/L iz5 2��— Col, Tr 551159 04f*10UT box Peg GIrYoFFoNTANQ Grp. DETAIL 125A 33 CON 11.37- `f8 " /'2�Z'�dST r4A1eRE7E M4Nf/94,�r Rz�,e Cary sr� DET,ai� //Z . �- .7_011 E,A15r MANNOLgf — 75 75 LF r20 50 LP 75 05 LF ! J EA . / 3 EA. 2 2 JA. 2 2 eA . / / Lg 714 1075 845 592 2,8/69 I -F 0.130 1705 795 495 21535 Ll' 22 23 27 20 1 112 �A. 3 3 4 3 13 F�1. A41NIMLJM 690TION INV 16ATel7 : Arr11A1. 5fC7'10N 70 a6e j957Z�'MW IN60 BY 601L5 e4Q1NEEr, . 50 i 4.5' 4.5' LA/1/,�SG.OP/Nle �t/OTES ' 12LOP I�q": __ _ B LEVEL L/NE ©_ _ _ p _ _ _ E SLA PE 1/4 - I' PURL/C A;/IaHT- oF'- °lo YZ% 5T,2Eir 7-R E5 4AIP LANP�0.4P/1Vl7 W1TX//N oRRB qP/CAET�ON Z vrsW,4Y 5WALL _s► ge wcucGcu f -01V AIVA WE�7- 5 -NP 5PEC/P/C 1'1_,01 AIV,d t C4 JTTER PER PLAN SUNRISE ST. / PARK LAWN CT. , SuMMBR pLACe Sr.� NP LAN ['AP AA?Cf1/TECTS pG,4N Sr9-FAt4!519>r c7_'. 4 `OMAS or. LOCAL STREgc'r'S SEGTIoN A B G U m LEVEL (o" CK -.07 -.2010-001-.20 1 -•07 LEVEL 8' C(' fi.10 -.20 0.00 -.20 +.10 NOTE QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR ,`��'°� TO BIDDING AND CONSTRUCTION. NO- C-041879 Exp. �'NE/NEE.e G/TYS - NQJ REXli;1015 411PROV4- D4TE aPD,eo DATA THESE PLANS HAVE BEEN REVIEWED, CHECKED AND CITY OF FONTANA CA. DATE: 0 DEVELOPER: OWNER • ARE APPROVED BY: A>,�Ep sew LATERAL- STA'T'ioN FoR 1.oTS 7 -II BENCHMARK AWE.I SOILS ENGINEER:FWCOE 2500RedhlllAvettue, Suite 100 SCALE ,�5 NoTEv AGT � c �r2a190 u•z�. y� _ �J✓�'-Q!//GT o w, � ,40 „ „ „ „ , Santa Ana, ca�,�nta 9�os PUBLIC WORKS DEPARTMENT DRAWN: F�,CaC ® , R�CoRD RA NG �' Z� USCGS 4n STATION PARCEL 1963.90'-' CHJ INCORPORATED ROCKFIELD DEVELOPMENT COMPANY FONTANA HERITAGE WEST END ASSOCIATES �f ' ' ' IMLLUUM (714) 2501400 0 E ILY. OF RAILROAD TRACKS AND 28 -' P.O. BOX 231 31866 CAMINO CAPISTRANO 230 NEWPORT CENTER DRIVE LEAH A. CARTER �'y PROJECT ENGINEER , DATE FAX (714) 250-7420 M P R O V E M E N T PLANSDESIGN: LC, �E CHECKEDGS LY. OF CENTERLINE OF BASELINE. 1355 E. COOLEY DR. SAN JUAN CAPISTRANO CA. 92765 SUITE 300 RCE 41879 EXPIRES 3-31- 92 UNN,�. 1.1 MILE E LY. OF EAST AVENUE. SAME COLTON, CA. 92324 (714) 240- 5819 NEWPORT BEACH, CA. 92660- 7511 FOR ,m, mp,,, 443.010/ A AS CITY B.M. #364 (714) 824-7210 714) 720-1166 DESIGN TEAM: 7 ,,, �t TRACTS NO. 13931,-1,-2&-3 ( FELORONTO ESPERANZA -./- / '', ''' ► 1�.e.J1/L7. �/,`EL�r D JOHN P LEDER RCE 34996 �- - STREET ,SEWER AND STORM DRAIN ELEVATION 1301.54 CivilEngineers • Land Surveyors l O - DEBT N. CABLE •r'� 0 APPROVED - /_5 CIY Il_ ENGINEER RCE 40904 1 OF /Z.