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HomeMy WebLinkAbout1947-1a RECORD DOCUMENT oQSENA/q! GENERAL NOTES These Record Documents have bm bwW � y I � 1 ALL WORK SHALL BE DONE TM ACCORDANCE WITH THE STANDARD PLANS OF on information provided by odmM 1b OMIpwn w No -43976 -v Professional has not veld the W@Wvq INYM Exp. 6-30-09 • • stIMN ,got be h 1 oo�aplatell�s of der �dbarrlio sed s Civil. � �° r •b e for myOr oe it rIt�11 �gjF OF V c9 'F C r7, es amt. THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS TRUGT WN - LATEST EDITION. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING 1 jAM PERMITS AS REQUIRED BY THE CITY OF FONTANA. 244- 943 235 2 Zl5 2/¢ Z/3 2/Z Zr/ 2/O 20> /7-3 /�8 /¢3 _I� _T /42 3. THE LOCATIONS OF EX I QT I NG -UNDERGROUND UTILITIES ARE SHOWN IN AN 17¢ /72 /55) 1,5;7 - - APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT T)Af + LOCATION OF ALL EX+ -TING UTILITIES BEFORE COMMENCING WORK. HE Z/6 W 144 /�/ AGREES TO BE FULLY RESPONS I BL`E FOR ANY AND ALL DAMAGES WHICH MIGHT QCc �,39?lo Gose Line AVE I -�_ 15 -4- N BE. OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 4 tLj Z*2 236 KNOX AV NU 2 W W r AND ALL UNDERGROUND UTILITIES. " �, �, o 246 V _ 232 Z 17 H /75 17/ /60 /5+er /.45 W /4.O C- , > > p - ��`� `� W 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT 2I w v w ` c `` W g ? / a OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. > v I 237 9 /76 /46 /39 c a a c c a ti ,� ?� 23 2!8 Q' ZdL 03 705 Zor7 I / 70 /6 / ISS$ ai I Z � � a. v`Q: `�`� 0 cJ �"�I 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH �{�iler Avenue N 4d . L'3� 238 Q t /38 cul �i Ln 'Cootnill Boulevord N o V /77 MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND 14 �. �/ 2¢g 234 Z�� go/ Z� /99 /98 /97 /may /6� /6Z / /¢7 REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER, WITH RCE w � to" W � a t t � 41 /� Z H' �,,,I 0 Il /37 NUMBER BELOW 14814. OR A LICENSED LAND SURVEYOR ONLY. W 224 ZZD /78 /68 /63 / 3 /48 Nom � t�• P � F 5 F H O 0 13 z 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY WH H �'}°• - H z /3G GRADING. BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT x P Z Zzl w DE T woo131 /7 /6 / Z Z. N - O PR. 2S /07 ¢ fi /4 Z [6191 564 2246. AND 48 HOURS PRIOR TO REQUIRING INSPECTION. zINO v /80 VI 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF • Z Z�l 25Z 955 2'54. W ZZ? 2ZZ H /o hm Io5 W /�/ /50 ^� STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT -� o N " `' IQQ (� /89 /� /g/ . /�Z 1'�3 /B/ '� /�¢ PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. - 0 226 E .� oso ZS�i 258 09;7 Z5� Z� Q 223 / Z _ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS �. t4 ( /88 /87 /86 /s5 / 8 E T -T OF DUST CONTROL WHICH SHALE. INCLUDE PROVISIONS FOR . ADEQUATE WATERING arrow Route �v --- -- — _ \ _ _ 133 ou -- 25- �_ -- - �y DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST VICINITY MAP, NOT TO SCALE © .. '/BS CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE -5•EE �-y�`c-T No, 4- ®/32 PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER . EROSION GEE S"eET ALMER 3E A Na. ✓ _ �4-- 5�E S -y _ � X23 /Z¢ /ZS /26 I'Z 71 /Z8 I /Z'V 1 /30 1 /3 THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 25 26 y sNeeT �• 1-79. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL F ,ZZ 0 LMER 3E A AVE' ENGINEER OR APPROVED TESTING AGENCY AND SHALL .BE SUFFICIENT IN BOTH mi N 1 a HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING T I _..r po `� 5 6 7 % I OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR 2 H 24 27 4P/ �Z �3 57-4 V5 T>6 V7 508 � III /o/ 0 /02 ey �y Q /03 �A�/� �B 81, SAMPLINGS. SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE 4 8 ISI > �X> S� 88 87 8(0 8� S� 83 SAMPLINGS. 01 W 0 3 y Q 23 28 H 8Z 57 /04 sir' Qw,-1.5 ai 10. ALL UNDERGROUND FACILITIES. WITH LATERIALS. SHALL BE IN PLACE AND 9 INSPECTED PR I OR TO PAVING I N(ILUD I NG BUT NOT L I M I TED TO THE UTILITY NOTES: 1 ' o Q a Q �► �' 22 29 Qj w �' �' S8 / //� L L FOLLOWING: SEWER, WATER.. ELEefltI C . GAS AND DRAINAGE. Imo. WATER: SAN GABRIEL VALLEY WATER COMPANY CO' F -I 14 5�>✓ sI t��-c- 1.10. 8 WI 1 W C BA 1 1 142 GARVEY AVENUE. P.O. BOX 6010 �. 2 U 0 1 i 30 /GK AVE „ 1 1 . ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT ..MUD AND DEBRIS EL MONTE. CA . 91734 dap 8 21 ` TABLE A DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING I S TEL. 18181 448-5183 • J < 13 iZQ Q H MR. FRANK LOGU I D I CE ,01111 N o v (,� 3 „� � � 1 1 h 31 � !00 /d� 3� N 20 w s SEWER: CITY OF FONTANA i10\ "N�+ I N 0 12 V %'2 73 74 7S ?6 ?7 � 79 8o W (� 3 8353 SIERRA A ENUE W W 4 W r 12 W 32 �p Q OQ //% FONTANA. CA. 92335 � III ts h w � lv/ 8 TEL. (7141 350-7540 k � 1 1 19 7/ 70 6'0) o8 • 67 6 &5 a* 63 Z W 52 W 5 13 z //6 POWER: SOUTHERN CALIFORNIA ED I SON COMPANY � � .I1 3? � H. /D> P.O. BOX 788 W W "k -F „I W 300 N. PEPPER. STREET I 1 8 �2 5/ RIALTO. CA . 92376 -H 'r1 10 0 SEE S I "1- iJo. l o . _��'; �._ //Q W //,4 MR . DAVE JONES � � �Q' H � Z � � � W 6 14 CATAWBA DR=VE .� U (714) 820 - 5191 Q' GAS: SOUTHERN CALIFORNIA GAS COMPANY V 0 17 15231 VALLEY BLVD. FONTANA. CA. 92335 9 MR LOU WESTFALL �i 7 8 15 16 3�i Slo 37 38 3v 4e2 4/ ¢Z 43 4¢ 4Z d-7 ¢$ 4.01) NII N I r�ru M s?� T� G����►��vT �T►a� TYPF- of_STp_EETs MIIJ- Ts• NilP. TH1e. Jao6S 4- G. 0l2 EgaIVAL zSrG710 jZE5IpENT1 AL oF' 144. old A(Sk5fg AM X 5146F- ot�� I2" �� aj�o/ GaM1�G7�i0 5T�2EETS NArvk� BOIL-. f�31pE/JTIf�L �• 2"iI.G. o� 1 fiL� T 5EGT1oN 5T1�2E�T� ov�12 12 ~ of �5 0o GDMP.¢G7�p IUATI✓E SOIL . SFGdI `F127' �%l�jllG�liEYS, 01 0 ep2' A.G. DI'2 �¢CJIt���-EDIT 5EG Dyc! I'�IF'(AI2>' Hl NWig�S 8• ro Df Ac. c✓ t2"ate �►�� coMp,4cT,n M,4 r�/✓O NI�Nw,Q 10.5 �uATiv� SIL , TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON- FORMANCE WITH THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS. IN ORDER TO ELIMINATE ANY HAZARDS. 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS. ASPHALT CONCRETE OR P.C.C.. PAVING. WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER. INCLUDING NECESSARY SAW CUTTING. REMOVAL, REPLACEMENT AND CAPPING. `14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 07141 889 - 9711 Q ' w 15. ALL STATIONING REFERS TO CENTERLINE OF STREET. SOUTHERN CALIFORNIA GAS COMPANY I NDEX M TRANSMISSION' DIVISION LEGEND: 15. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR 2191 E. BIRCH STREET ��� y SCALE : 1 " = 150'------ Iu�ICAT 3u �.� ov�rz . z" TO CONSTRUCT THE WORK TO THE PLAN GRADES. BREA. CA. 92621 � 141 529 - 2889 /✓ GY -- --- — - -- - - - - -- -- - � - ' NA'r►v� f�0(e 5TI2EI=TT1<2AIJSITiOf�! 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE TELEPHONE: PACIFIC TELEPHONE 1� _ _ INDICATES A.C. PAVEMENT OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES . 3939 E. CORONADO STREET moo► �5' .SEE G-�it &44,1 1/ 9'1 ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN -AREAS TO BE ANAHEIM. CA. 92807 IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY (714) 999 - 5639 / 38'S'20' T02-7' 1L 13`1 13` t INDICATES A.C. OVERLAY ON EXISTING OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONS I BL I TY TO * .NOTIFY ALL PAVEMENT FOR SMOOTH JOIN AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS' GENERAL TELEPHONE S'To 15' 12' �/ �IgRlES 2� To 33� i2` W 5' � 9000 HELLMAN AVENUE I--' I U O I CATS S A.G. PATE 1,/11✓ N T RANCHO CUCAMONGA, CA. 91730 / 13 ���. TZEM0VIN L 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE C I'1'Y BY THE CONTRACTOR. 17141 945 - 3562 SAN ,8E2/l/r9,2_l7//lk7 CDl/rvTY 1"G00� G' A)7;e L D/5`T G� V4je1 �� / �/ ER �/,otetEs s UJ �-: • IND l Gp.TE5 STREET Lt G NT 19 . ALL EW67/NG AA10 AOW AfWH" AR.4WES Aero e0!/F.,R.� TPSe e_ 82S EST- TN/� S7,� 290 /�2iVi4TE ��/VGlNE�iE'S /t l� 8Y 7 S4is/e5ie C� l�Aer�26"SEGoN/ Fi'ivisf,��7 SU,Pf440 cS'W47e, A� jale/.t_45 sqv tke�VRrzD�Nb, G,q. / ?/4 383-lG�v� 1-I►�� 7h14519FIV4T� F�SIG/�VEE� ��t//NG icZAkJs/S 'xisE f�l�/�titc5 TN�E /�l�/�%l� 47Sf/ O 6 E'TU f/itJ�D � VO� I .6ss1Z4P'1vG TTE A,uT:> ur1 a� rk - 10,111' 1, >)5 2� (,�' o ql' 2y 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA (714.1350-7610 4 -r — N/O /�� - /N THE �6FVZ- T' Gig I�'./�5 Xie/S/iVG 24 HOURS PRIOR TO STARTING WORK. ' z Fx (E;•T M �-n l`1Di<i21 rlr I� / NG t7P/�iVG �,I 1C77GYl.J� 7�E f(/rQ7� �iU,EEi2 5i`/i4GL Fc 'f�IN/�tIG �4�V �4c�F�lABGE �aV � A)L7;> s/N� 'TSE 21 . ALL PROPOSED CONNECTIONS - �,q •T NN TIONS TO EXISTING ELEVATIONS OF EXISTING UTILI cv Syu E�/�E V �� DE�/L R9� Pie /�j c�oyAL 6. 77,/E G17y TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY n>.� WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. NT. _ BASELINE NE AV ENUE e40"6rR4A=77IO/V Ala7�S ANP E677" q 71W 6WA� 77"ES 22. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED, APPROVED . AND .BACKFILLED T� TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO SEE G,5AJ6WAL N�6; Z3 ANY PAVING. `fie 1:A:;pVEk1�5Au7__ SF�'7''/ON ��j/ �� /A GO/VS"j, .A.G. 0VAR- I QV S RAV1/V 6. 6-&W GeMWAL /VOTES 0e 23 ,kb :E�I 5 SES T.qI E i. �iI30 V� Fol2 M/ Tj iIGKIU0 4lJ 1) �EME/UT�• lo, X44 - �? 1 �,R1/ M 'T i C71D RAL SF�T/o� SF46Vl -J /,I2 l� W ffi t M Alter /PL/E �' ?O � 20� ' ' 1 "�i.G �1�,2 'A.8 lei✓/iV6. sEE «IERAL NcrT,1e N�23,N° �) SiJ�JEGT Tc�EVIeION �II�i0 Ilii rkvlC�VAL G1/=TW 40__/Ty/t5 la-QLII'�� ABY PUE• O 3777.,00 �/� fo � M/N!/✓ICJ 7 T QST %r4{�� T�f2 GOh�T Gil � 12a!!' H csj �CiG, . 8' 4' �• 0A�; I �' O. ' 0.5� 41 CONST. 8" CURB W/18" GUTTER PER CITY of FONTANA STD. DWG. 101 //70 t --T= 414!JT/L/7Y �1��/mss SyALL BE Gic%1 ele f/oviE5 /1077C,=_7/0/(E! 7Z5 MIOIC /� �,Q�UA.)0 71,t:F/ie 30 CONST. 6" CURB W/18" GUTTER PER CITY OF FONTANA STD. DWG. 101 87/� L.F. , --s. �— - LEVEL E 2Ir. /7r S/�i4GG 8`E 77i/E ,2E.SFbNS:/8/G /T17"Yoi0,4r'715E �'oitJ'T�eAclt�/� T A)97-11`150' 7A45 /N I L 0..�b� Dom' 03�D 44 CONST. 4" THICK P.C.C. SIDEWALK . 4' WIDE PER CITY OF FONTANA ¢' 2 5 F ��Vcs/,VF,E,2 4P72T F2 7#C OA5e Cou,�o 1145 &&6A) G7�'� ANIS 6MrWE n 70•� n STD. DWG. 105-A 7tz%E P74VIMC-, M 6 - 415e,V /IV67i�17 SG T A7-7Ae LAr Jea1V,c�-� ,l 4Y/iVs`T.A� �E o' 20 1'4 / �-•� 2 / 2 % � ,,/ � GEJ117 W_Z1A.IE /1;(030W"eiV 75 As 1 5,,Y IA0E,c7 6S�` 771E CITY � 101 �6 0'`� I yont. CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 102 S/,4 60 S.F G/`l� qc �D�/TAAvla, - d9� 4 ¢ / 2 DWG. 104 X37 714 s. F : - �GTc.)AL "�-fI�KN s d� e•. /9iVa.�NT A� 0/ole �F- e�l� Ma�elAL- 2 6 CONST. CROSS GUTTER PER CITY OF FONTANA STD. 104- A Ep.. �EaTEc NGGrq� _IJGt E ��T�is sf�`1LL �_ 12F�o 3 7 CONST. RAMPED CURB RETURN PER CITY STD. DWG. 32 f 1 //�! 1 t2EF�oF2T" �A1b >fIM o TINE A y O gu,�MIT,—� T 46 R/W CATA1�/BA peitlE, AGMF IA Av�.� N� To /?f-6��(s� oIJT�tIJ/i �o>e /fl -,l , 0VIiL. e/11PAI�l`�LeTlcau a>= °rc XJC-IH ra>�Ab//JGj. lV/AGARA DWi� MAR/�sA Off/✓E S,EE G+E,ti1F2g& NOTA 4'23 / G STE lf,er, D p44,e'r O INSTALL 2" X 4" REDWOOD HEADER �j��0 !_ EvE,c. ,� # 23 yo.�lE GoU,er Mo/VTEG,A G'OL/�z'r" PA!✓EME,V7' SEG?i�V C yE ' y �� C CONST. BARRICADE PER CITY OF FONTANA STD. DWG. 118 L.FPRIVATE ENGINEER'S NOTES TO CONTRACTOR > ATA W&A AVE14C/� (9D Z%¢ F��e P.4VeMe tJ•T' 5EG77aV W111r5W000 PRIVe. eA/0X A VENUE , THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY P I PES . CONDUITS-- SG07`T !�/V� �A WIV5 .ee&,C7' S CONST. A . C . OVERLAY OVER EXISTING PAVEMENT TO PROVIDE 2, 1 as 5 � OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE SMOOTH STREET SECTI.ON. AVAILABLE RECORDS. TO T E.BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES.EXCEP. AS SHOWN ON THESE PLANS. THE CONTRACTOR. WWI�� ��, 1 1 CONST. 4" THICK P.C.C. SIDEWALK . 5' WIDE PER LANDSCAPING PLAN (MEAKOER I N G) g0 O 5.F IS REQUIRED TO TAKE DUE P ECAUT I ONARY MEASURES TO PROTECT THE*' 'UTILITY LINES SHOWN ON THESE DRAW'.NGS. THE CONTRACTOR FURTHER ASSUMES ALL ¢' i 2' �� �� 12� P�/.,E 10� 2Cj' ,Zd (0� 12 CONST . TEMPORARY 8" A . C . BERM P E� D ETp,I L Ot�l S H EST 2 I Z. L.� LIABILITY AND RESPONS I B I L r TY FOR THE UTILITY PIPES, CONDUITS OR �PL/� STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. Plf 8' 12 P ' 12' 8' I 8� 12.1 t 2' 8' 13 cousT 3" A•c. o�l.+e IJA-T1�/1= Fv12 SST 'Ti2A1J51 •r10rl 3,5� 5.'F . 4 /1� ' ' CONTRACTOR AGREES THAT HAT HE SHALL ASSUME SOLE.AND COMPLETE RESPONSIBILITY 4 1O4 1 N5TALL eSTREET f4AME S►GN PEP- CITY STD. ZO EA. FOR JOB SITE CONDITIONS DURING THE COURSE OFACONSTRUCTIONOF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT•, TH•I S L -,N ST,P.�ET30G/GH`r' 22 �,LM A90 Ps BY �. GAL • Ep/sow / j5A. REQUIREMENTS SHALL APPLY.. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL i / / 1 WORKING HOURS: AND THAT TTHE . CONTRACTOR 'SHALL DEFEND, INDEMNIFY AND / 0.24 0,24 /6 •Gk�� A� /i!��. j 8`!� Sa. CiOG. 6=IJ1'S� %6- 6:A • 1�t \� HOLD THE ENGINEER NEtR H�RMLESS FROM ANY AND ALL LIABILITY. REAL, OR ALLEGED. O y ,����.T- 0.// 0 0�.�0 I �"/ice I LE r A ' • I N CONNECTION WITH T� .E PERFQRMANCE OF WORK ON THIS PROJECT, EXCEPTING ;�+ 2� , 2/ dam/ -�—_ — ?. 1 �•, Ob 17 0 2 •� � , L �• / ,SY s�o. CAG. E�/sD/V 3 !J. Eq. FOR LIABILITY ARISING -f RQM tHE SOLE NEGLIGENCE OF THE OWNER OR THE ..• ENGINEER. .4 2 2 4 d ® za /8 PAVEMENT 67RIP / 1 J G �BAS�L/�t/6 A vENt1E) SEiE Sh�EIT Ivo. /8 3 60' R / W 3 4 �� 08 0 w�T �6 2 OVA EX15r A6. o=AVeMEA17_ 64 R/W T/ = MARGARITA DRIVE WALA)Ur 9MEE f BENCH MARK: No, 360 7. - ALMERIA AVENUE CASCADE D�2/VE 7 A�/LSEE r �NF2,gL /VdrE # 23 M O N T E C A DRIVE V/�G/IV /A P);F1 =, L N "�• r A LME / AWMI -16- �E�S�/ R-ECORD DRAWI-NG U CITY OF FONTANA BENCH M/ �4(/E ZI �Zl OFSAS5G/1VE 350 A NAIL IN POLE 0153E EN.vE AT SOUTHWEST CORNER OF L PA7VEME�VT S�GT�o,U � ` d c. MSR/a nAnrK �/(l' �IwCa' - / f•�7.t AOoro ' BASELINE AVE ��,ow'� Cr/Nsl. Na�E ?/f"l L Sw�R�/N N �t G3.1"I' i� �n�, (�• VE. AND 1376.03 Q /. Engineering -Land Sureaging -Land Planninn ELEVATION: �� CO/YSjiPl1C7 CaM�f�lE,PCY�1 l 0.4/)1- Pie C/ TY sTd. la17 _4'A • . d ; {"'� ` ; ! 82.53 Sierra Avenue SOF 4DD ,oATA //V/=O . wj /� 3/ d �� 6 • B 9 ' � OZ p�C F®, �f�nla 92335 S ADA /L-ceM ReA . L•A ERS se / PREPARED IN THE OF ? CO/VSjR r r sIne=n1 ze l��P/_t�ii/ /,off 9) 3,56-1815 �g1 .gam r,� 5 5 A - 3f 3.3 To SAA /0 33.02 'PER S,�Cr. X -x �. -� 7 /5 98 ' q`� MADOLE AND ASSOC I PER C/TY .SAO OE'f/_1 !L /242 A � e �' o F . <. ago LM -I r. LT. o TE,+� . x/. - e �, �� W 9 4 OCES ,B/iSEL/,E.AV,E. PSR C//YREQU�ST J • ,�oA lft�• CONSULTING CIVIL I A74- - No, 43978 9,5X LMH. Sr. LT. ON ALMER/A A I/,=_. (LOT /32)�� 715 9$ 'l f 91 AND LAND PLAT Ab JUS T. Q UA 7. j- 40,0.-eirURE C. Q .NOTE 1820 E • 1 6 t h /_i VItO S A//1 �1hlE1_P Re'E 439 76 A: XPG - 7 p s/30�o' 2 ADD NOTE Fo�2 laa7 ST. G/�N1.5@ B4SEC�it/� ���. �'�- SANTA ANA. CAL I FOR `I'�7 crn� * REV.6 . � /oCAEooma r°n/ H/r WODQ (l 6 /0/9 PHONE 1714) 831 T Y P I C A L S T R E E T S CFCALIF�� ) 3 AAD. PROP. /MP1eOV. ON ALMER/A AVF.Offs/T,E �, �.{IA. 5 279 ��u °►'$ NOT TO SCALE ENGR'S CITY EREVISIONS APPROVAL GATE APPROVAL DATE U • M. MADOLE R. C. E.148