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HomeMy WebLinkAbout2015-1Ar�r,-� .•.. rte/ � r�• -1 � .. • 1 r--�y. A i• �. -� -• -r r-% 41 42 43 7 8 9 24 21S 44 23 *_ 6 10 27 Gomm w_ "!Tft ■� , 5 0 11 :SEE SHT .; Q- x u1 CAAPNAT/oN S 23 46 4 e, V 28 WToo 13 20 47 3 24 14 19 ® 2 N x (1 Pi it 1 49 50 51 15 16 17 1. 31 I I W 25 w W W J ! N W 32 =mamma =4 RAN UN. EES. NC, _ 2 swoop =t. 733 1 4 3 2 1 II �I 5240 39 38 37 36 36 34 ________________ ____ ____ Ar ,VI LLA .L _....._. _.._ .�.. � _ P RKWAY�- -� (FOR STRIPING PLAIT SEE SHEET 10. 6 ) POPPY LANE B i3 _ ,el cn 0 2 " U R B UTTER DET i @6" UR & GUTTER T I AGENCIES CONCERNED BEFORE CONSTRUCTION BEG INS S. NDEX MAP NO $GALE / o sul-E PAVING NOTES: 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. • il�tJ`T'. SCALE: 1" = 80' fell 19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 1. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE ._ ' ,-: - 15231 VALLEY BLVD. #270,� ,_,�,. = A�SMSTRUCT 3. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. BE TO ��AjFOFCAL\F\3 MADOLE R.C.E.14a14 DATE JOB NO. 133-1265 (714) 889 - 9711 r -----, -._ v G GENERAL NOTES ANY DEVIATIONS SHALL REPORTED THE ENGINEER IMMEDIATELY. S Q uANr1TY9 Duni 2191 E. BIRCH STREET 4. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO 1 CONST. -_A_ _" A.C. PAVEMENT ON COMPACTED NATIVE SUBGRADE RIBBON GUTTER -#2WORKING C7143 529 - 2889 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE THE SPECIFICATIONS PUBLIC AROUND THEIR FACILITIES. PER SOILS REPORT. 76� (D.,31' C7141 999 - 5639 CITY OF FONTANA AND STANDARD FOR GENERAL TELEPHONE 9000 HELLMAN AVENUE ANY PAVING. RANCHO CUCAMONGA. CA. 91730 WORKS CONSTRUCTION. LATEST EDITION. AVE E f 2� CONST. 8" CURB W I TH 18" GUTTER PER C I TY OF FONTANA STD. DWG. 1003 7*4 Lf 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING Ain S. ALL MATER R I ALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF TIHE T PERMITS AS REQUIRED BY THE CITY OF FONTANA. / �t crrr A/r�toV�r� T. j , CONST. 6" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003 !?,111 LF -CITY ENG I NEER . IA4PWOYE*MV7 ALAA45, Tie. /3325 -/ AAV 7,r. /3324 -5, r/GL.e6E ,0A8KWAY, 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 7. 4 CONST. 8" CURB ONLY PER CITY OF FONTANA STD. DWG. 10b3 I&e Lf f/j_E AV i*M ,orb X51 �tEsfflMT1W1 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT COMPACTION OF 90%. LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE sash►► At CONST 4" THICK P.C.C. SIDEWALK. PER CITY OF FONTANA STD. _ S. AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT DWG. 1015 15 +4 70 s)r BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 6 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG . 102/103 �" ,9loD Sly 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY. WARNING AND GUIDE SIGNS. 70 REMOVE BARRICADE AND JOIN TO EXISTING mil 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH 8 CONST. CROSS GUTTER PER CITY OF FONTANA STD. DWG. 104 �3 7� MARKS NOTED ON THE PLANS. OR FOUND DURING CONSTRUCTION. REMOVAL ANIS REPLACEMENT SHALL BE DONE BY A REG 1 STERED� CIVIL ENGINEER, WITH RCE CONST. 3" RIBBON GUTTER PER DETAIL HEREON NUMBER BELOW 14814. OR A LICENSED LAND SURVEYOR ONLY. 10 CONST. RAMPED CURB RETURN PER CITY OF FONTANA STD. DWG- 1006 ' 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENG I NEER 48 HOURS PRIOR TO ANY GRADING. BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT 06191 564-2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTION. • 11 CONST. 4" THICK P.C.C. SIDEWALK. 4' WIDE PER CITY OF FONTANA STD DWG. 101.5 C v/i-c.4GE 'rARirWAX _. late` Sf 7 . DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 12 REMOVE EXIST. REDWOOD HEADER AND JOIN CFEATHER TO MATCH) 13 GONST. 2 ' x 4 " REDWOOD HEADER 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS «44 OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST INSTALL STREET NAME' S/G/V 4 CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION INSTALL STOP CAA (e"1) 1Arc'L u01A1d Pio t/l�ib1��/T /"4//4/1r 1.4��// S, 2 THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL �(o REWYE EX/ST/NG F_UCAL 7'PTUS TAMES /N $E&C;q A 12 FA ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR �� JK�3T�►L.L. ���0 LMI�I f� �.���,•- ���� � �� SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. • j$ /�.IST/9LL fir, a� LM1U fii°� 57'L�T- L I61F#i' '% , "A 10. ALL UNDERGROUND FACILITIES, WITH LATERALS . SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING. BUT NOT LIMITED TO THE ' f� ,T•��L ,GAO Lam/ fel` gT�rZr � T„ 44 FOLLOWING: SEWER. WATER. ELECTRIC. GAS AND DRAINAGE. ZD c0VV5T $14RR/C,4DE PER C/TY O/r 114 67D. Dyl 6 //d Llw 1 1 . ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS iorWA .40 DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS 2/ ONST. 4 " Thi//Ce P.C.C. B/� 110V 6 IOF PER C/Tj' OF rVT,•4/t/,4 sTl1 ON�G: 101 Q 70�D SrF WON TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 0111-1-A66 -0,49441AY) 'SE FOR STRIPING P L A� AI'�'DQTIA*vrlTY 12 . ALL CONSTRUCTION AREAS SHALLPROPERLY POSTED AND LIGHTED IN CON- FORMANCE WITH THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND • '� '-��1.� 1►�1' �I�C ISA �T�� ESTIMATE REFER; T 0 SHEET 6 FOR USE IN THE OF WORK UPON HIGHWAYS, IN ORDER TOVICES ELIMINATE ANY HAZARDS. • 057rrZ - l• WrM lAL.f... �,� 1S'1��.1..�,rJ h�'TFI A� GUT-� L� 13 . ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS. SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING WHICH ARE BEING JOINED OR ©�,,/ ,q G ��T NIAST',4"eMp ,4,�/n 2� �� p�P�lrgM�ENT L- �p�,� % . MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED • �'T1�e 'T L.11�►Fi &3 45F• 4A . ,d4 iC,l'ST,4Ll,.�L'D h4 TR 4• &P,1 AM40 Gz/7 ---O ,L,�.rQ3 IN A MANNER SATISFACTORY TO THE CITY ENGINEER. INCLUDING NECESSARY o�CJ A CC, F'�vT S%�qi�/�/ ;i '� FSO 1. �C/�Q/v1,L�/%'ArL !`�C_rE T SAW CUTTING, REMOVAL, REPLACEMENT AND CAPPING. a'oo �8" 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 15. ALL STATIONING REFERS TO CENTERLINE OF STREET. 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR • • tort TO CONSTRUCT THE WORK TO THE PLAN GRADES. :'• .'::A 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE �= - •' OR POLES. WATER METERS, VALVES. HYDRANTS. IRRIGATION STRUCTURES. _` •'-'`" ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION. SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL 2 " U R B UTTER DET i @6" UR & GUTTER T I AGENCIES CONCERNED BEFORE CONSTRUCTION BEG INS S. NDEX MAP NO $GALE / o sul-E PAVING NOTES: 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. • il�tJ`T'. SCALE: 1" = 80' fell 19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 1. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE VIC INITY_ . MAP N.T.S. UTILITY NOTES= WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE, P.O. BOX 6010 EL MONTE, CA. 91734 Avitl. TEL. (818) 448-6183 MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA 6353 SIERRA AVENUE 00POw *"• ice ' *Ar• r%ff- �Mr UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. I 1 CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES. ENTERING OR LEAVING IMPROVEMENTS. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA 07141350-7610 o•g6' r► 1 ��.' ,fir 24 HOURS PRIOR TO STARTING WORK. NS 2. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY TPAVING L>Lar: ll j Noy o 00 ,� CONTRACTOR. 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UT I L I - ._ ' ,-: - 15231 VALLEY BLVD. #270,� ,_,�,. = ____ 3. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. BE TO ��AjFOFCAL\F\3 MADOLE R.C.E.14a14 DATE JOB NO. 133-1265 (714) 889 - 9711 r -----, -._ v G SOUTHERN CALIFORNIA GAS COMPANY ANY DEVIATIONS SHALL REPORTED THE ENGINEER IMMEDIATELY. S /� 2191 E. BIRCH STREET 4. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO 22. ALL UTILITIES SHALL BE CONSTRUCTED.TESTED, APPROVED. AND BACKFILLED - •1P• TITLE SHEET ST IMP PLAN CTR 1392 RIBBON GUTTER -#2WORKING C7143 529 - 2889 TELEPHONE: PACIFIC TELEPHONE AROUND THEIR FACILITIES. TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO ANAHEIM. CA. 92807 (D.,31' C7141 999 - 5639 VIC INITY_ . MAP N.T.S. UTILITY NOTES= WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE, P.O. BOX 6010 EL MONTE, CA. 91734 Avitl. TEL. (818) 448-6183 MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA 6353 SIERRA AVENUE 00POw *"• ice ' *Ar• r%ff- �Mr UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. I 1 CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES. ENTERING OR LEAVING IMPROVEMENTS. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA 07141350-7610 o•g6' r► 1 ��.' ,fir 24 HOURS PRIOR TO STARTING WORK. NS 2. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY TPAVING L>Lar: ll j Noy o 00 ,� CONTRACTOR. 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UT I L I - FON LANA. CA. 92335 TEL. (714) 350-7640 VILLAGE PARKWAY 7-0 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 '��-� ���. 58 7o s . 33tGz.Ao 300 N. PEPPER STREET noes #,t carr, - o RIALTO, CA . 92376 ��y,�oWMW,vr ,aAA5, 7,e.19326 -1 MR. DAVE JONES A� a�K� s-39v��� �PELwAr, (714) 820 - 5191 ' All GAS: SOUTHERN CALIFORNIA GAS COMPANY ._ ' ,-: - 15231 VALLEY BLVD. #270,� ,_,�,. = ____ 3. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. BE TO ��AjFOFCAL\F\3 MADOLE R.C.E.14a14 DATE JOB NO. 133-1265 (714) 889 - 9711 , -----, -._ v G SOUTHERN CALIFORNIA GAS COMPANY ANY DEVIATIONS SHALL REPORTED THE ENGINEER IMMEDIATELY. S /� 2191 E. BIRCH STREET 4. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO 22. ALL UTILITIES SHALL BE CONSTRUCTED.TESTED, APPROVED. AND BACKFILLED - •1P• TITLE SHEET ST IMP PLAN CTR 1392 RIBBON GUTTER -#2WORKING C7143 529 - 2889 TELEPHONE: PACIFIC TELEPHONE AROUND THEIR FACILITIES. TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO ANAHEIM. CA. 92807 (D.,31' C7141 999 - 5639 GENERAL TELEPHONE 9000 HELLMAN AVENUE ANY PAVING. RANCHO CUCAMONGA. CA. 91730 BEECH AVE E [IIUCOEJesjM0uW0 erR P0CF_ x'1 #/33 5. ALL BACKFILL TO BE CERTTFIED BY SOILS ENGINEER. Ain S. ALL MATER R I ALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF TIHE T / �t crrr A/r�toV�r� T. j , *0 -CITY ENG I NEER . IA4PWOYE*MV7 ALAA45, Tie. /3325 -/ AAV 7,r. /3324 -5, r/GL.e6E ,0A8KWAY, 7. BACKFILL MATERIALS TO HAVE AN 8 . E . OF 30 MIN.] AND MINIMUM f/j_E AV i*M ,orb X51 �tEsfflMT1W1 COMPACTION OF 90%. sash►► At _ S. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. FON LANA. CA. 92335 TEL. (714) 350-7640 VILLAGE PARKWAY 7-0 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 '��-� ���. 58 7o s . 33tGz.Ao 300 N. PEPPER STREET noes #,t carr, - o RIALTO, CA . 92376 ��y,�oWMW,vr ,aAA5, 7,e.19326 -1 MR. DAVE JONES A� a�K� s-39v��� �PELwAr, (714) 820 - 5191 ' All GAS: SOUTHERN CALIFORNIA GAS COMPANY 15231 VALLEY BLVD. CROSS SECTIONSIR FONTANA, CA. 92335 MR. LOU WESTFALL ��AjFOFCAL\F\3 MADOLE R.C.E.14a14 DATE JOB NO. 133-1265 (714) 889 - 9711 , SHEET NO. OF G SOUTHERN CALIFORNIA GAS COMPANY CI GINEER R.C.E. 131it TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA. 92521 - •1P• TITLE SHEET ST IMP PLAN CTR 1392 -X28 EO. 1831 PF: 13 645 27 -Jun -90 11:41 AM C7143 529 - 2889 TELEPHONE: PACIFIC TELEPHONE 3939 E. CORONADO STREET ANAHEIM. CA. 92807 - C7141 999 - 5639 GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA. CA. 91730 (714) 945 - 3562 [IIUCOEJesjM0uW0 erR P0CF_ x'1 #/33 CVj1_L 48cc�lsT�prlGT/e�.l T. 1. s 7.0 _VILLA GE PARKWAY . EMERGENCY PARKING BAY 3�o►•fG5. Sg Tb 5 % 32f- 25, 1 9. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STR I MNO AS REG1U I RE[1 PRIVATE ENGINEER'S NOTE: 13Y THE CITY ENGINEER. THE PRIVATE ENGINEER SIGNING THESE PLANS 18 RESPONSIBLE FOR ASSURING'THE ACCURACY . ,,�� ,�� r o_,z� ,4+ ��e•*� 10. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING DISCREPANCIES CONSTRUCTION, HEREON. IN THE EVENT OF 1 aN 1 �,�. 1 WATERLINES. THE PRIVATE ENGINEER SHALL.} Ary j BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING 11. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED THE PLANS FOR APPROVAL BY THE CITY. Y4 IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. i I• A - 12. IT SHALL BE THE RESPONSIBILITY - OF THE CONTRACTOR TO NOTIFY THE PR I VATE ENG I NEER' S NOTES TO CONTRACTOR 5 2�G zij 5 ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE 3 3 �� PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 46 R/ W Ar•c CITY OF FONTANA. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO C. * � AV scALL c �,. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 15. ACTUAL 71140VBS Or' AAM AfW rEflAll 7O Af 0,F7E91W1A ,0 AY SM TEST AAV IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 95CAMMENQED $y 711E SOILS FMKhVR-SR- ,e ;IALUES I S O EQu/r.4[ E417� LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL /0b/120Y Dov, ?-- ,4N0 STi?UCTUR.44 SECT10A1 OF STCSE7� 3A1.�Lc 6R-S40M/T7E0 To 7#-e LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR c/ry AC• wog 1x4Am wow ,opproval- z1�0A/ COMFtETiav OF R0116// dW,,44 11A e;. STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY LEGEND: FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS M/D/C,ATES i1C" PAt/LM�7t/T ,fit CAGCE� PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL l�'�' FOR By 40/VS7RUC7/0/V IV07e NO..101 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND s, .� STIrEFT NAME Cf.&Al HOLD THE ENG I NEER HARMLESS FROM ANY AND ALL L I AB I L I TY. REAL . OR ALLEGED. Jr- oilIN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING PS, �. STOP S/4/V FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE _40C 9 • . dl] //VD/C rrs 1uruvEr ELrV47-1 y I ENGINEER. ' i ASD, ; ' • 11UL7K-14TL-43 ��L7 43TerZT L 1 °i%- _ BENCH MARK: 3&0 BASIS OF BEARINGS: »+flI • THE SEARING OFN00°22400g CITY OF FONTANA, CALIFORNIA I CITY OF FONTANA BENCH MARK 0 ALONG THE CL OF BEECH AVE.. AQ _,, .,.•„ ,,._,,,� �,`. _;,,_ 360 A NAIL IN POLE 01536704E SHOWN ONTR NO 13325-2. FILED IN PUBLIC WORKS D AT SOUTHWEST CORNER OF LIME BK 216. PG 13-18, INCLUSIVE OF �--- MAPS. IN THE OFFICE OF THE COUNTY s AVE. AND BASELINE AVE. SCALE: s ori N UppA� W STI�NAWRDS _ �/�� ELEVATION: RECORDER OF S.B.C.. WAS USED AS DRAWN BY . S � 3 ,3��. o THE BASIS of BEARING FOR THIS MAr. STREET IMPROVEMENT PLANS T i • : 15.S PREPARED IN THE OFFICE OF 1.IMOLLP MADOLE AND ASSOCIATES INC. PR 0"� s � � DESIGNED . S SHOWN CONSULTING D I V I L ENGINEERS �`�� ��LTGN TRACT NO . 1:3929 50� R/W �S �� SCULLP AND LAND PLANNERS o A11 NL7,6O LA/1820 E. i5th Street No. 1181/ �� r CHECKED: T I TLE SHEET DATE : V/� % � 414�1//l170AJ � SANTA ANA. CALIFORNIA 92701 0. 5 T. . PHONE 07141 835-2548 Exp. - TYPICAL STREET CROSS SECTIONSIR ��AjFOFCAL\F\3 MADOLE R.C.E.14a14 DATE JOB NO. 133-1265 APPROVEDzo/s --DWG. N4. SHEET NO. OF REVISIONS ENGR's ITY��13-'b APPROVAL DATE APROVAL DATE CI GINEER R.C.E. 131it - •1P• TITLE SHEET ST IMP PLAN CTR 1392 -X28 EO. 1831 PF: 13 645 27 -Jun -90 11:41 AM / 133-1265-1