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HomeMy WebLinkAbout1598 GENERAL NOTES , ------� �I TRACTS I 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OFSTREET 'L1[ 13564 I RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PROJECT PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE 13565 SITE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. I I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER N I SUMMIT AVENUE - POLES. WATER METERS. VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT I NPROVEMENT PLANS SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE ,� y REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST r( TO THE CITY OF RANCHO CUCAMONGA. FOR 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZEv HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY U DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY z FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. �- W 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 111 F/�/y.' ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION TRACT I Z3556 2 4,20 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. tlO ^�"uiF--- 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT _ - POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION. AND AT NOT MORE 24 TH STREET THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ENGINEER' S NOTICE , VICINITY MAP 6. ALL SEWER. WATER, ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. 1 . CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE Q MAINS, OR CROSSINGS, SHALL BE CONSTRUCTED PRIOR TO PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 2 - -- _ 13, Not TO Scale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�5 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 143 3-5 O 19 TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON 1 * X ® 1V 1 TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION Q CONSTRUCTION NOTES & QUANTITIES EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING 144 4 C 3Z �� 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO 141 `J SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE 31 ci..a, 14 cJ-1-REE-r COMPLETED TO VERIFY, R-VALUE . SIEVE ANALYSIS AND SAND EQUIVALENT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED 14, ® ® - IT OF AGGREGATE BASE. OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE 1 v o- U2T ITEM Q1.1/1N'T UNIT WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED 30 3 1 d 1 CX>"ST. � �,c. owe R A g 7�o gas SF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR , TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. 1T SHALL BE 135 14) 46 (010 (. C )1 CURS L G,UTTFIZ PER RA44CHO CucAlv� APPROVAL) . THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL z 24 ® ® 2 5TO PL/LN 104 co,I LF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. B y 3 CZ>JGT. 151Vw_-V ALK PFIZ 9_Ak4 _H0 CAjCAMCP4GA 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 3 5Tfl PLAt4 t o 3 18,Oa0 6F OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING 3. THE ENG I NEER PREPARING THESE PLANS WILL NOT BE RESPONS I BLE FOR. 4 2$ 2 ® V 4 CONS-T. aL !o cA r reR R R�►''c�-'o - SF ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. t�.�R�sSw*4 PI RAW-+4o cuCA- CST 1 r,ra� PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED 13� 5 P.ACNC- r. . PL.AN 0-7 if' -r 7 EA BETTER THAN THE NATIVE MATERIAL. BY THE PREPARER OF THESE PLANS. 1 A '� 2 V t,3 �] 6 T.oTAAFPr = FLARE PER RANCHO 2 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- 7 C-0 IN e" CURB C*4LY PER RANCHO C.UC,�o+.;c�.A STER I LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO 1 135 13 V 150 1 p3 10 `2 s--CIODTL/W .mErgAIINT ER i 2,040 L.F SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION ® e 11. 4 PLM]. 108-0 (WAIWA4,4N UL 6GOCK T 2 Tp) Ale EA FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION- OF THE JURISDIC- o godWNSr T I OVAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL Cu - - 15 10 105 `1 U`zT ® q 5TD_ PL.I.N. 10 c� F5 1=A 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND „ NST 2Q E A CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE H t S OWN SHALL FOLLOW ALL OSHA t EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. 4 9 3 TD- W 1 coy DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. - 13 133 0 15� 101 10 coo 11 INSTALL STREET LIGHT - LUMEN - BY scE ® ` 1 a Y t7E�/ELOPfiR ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY PA'o FOR cmRO,NATEo LISTED 1 N THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS I NCLU- J = 101CON57- 5TRJ=E'T�RKA-I PETR R,ANC•.!-1D GK.A1 10NL�,L , E,A DED IN THE OTHER ITEMS OF WORK. < Z 15 3 1 S`� 4 o I CONST �RI� ^r�t�0^C" PER NC440 cuc.•r notv�,4 U STD. PLAN 101A w/ MED/UM 15Mcc h, FINISH I EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 40IA AND N RN ItSTi�LL STREET S1C�N PER CCTV cF RALjc"o �- °I 5 10 ® 5 o 1 A 7 . 131 41 APF'L.Y ST>zt�� STVIP111G A.11D 1NSTD ST,P S�1&1.1 1 4o B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15 A 4o 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM �I RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OM 1 SS I ON DISCOVERED N + q 5 `►� 9 9 A 1 110 i 112 I ,IZ rL REMOv� DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 1 ® 11 6-ewsT• BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE 1N A NEAT. CLEAN. HAZARD 43 i8 /NST.4LL if-?G�s) ,.Al .*A94W7­ ON G/G,Vr Poe,E /5 FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED ' 129 14 //VSr.4ft W-53 � S/4/✓ o1/ s rEEc POST -7 Eq. UPON REQUEST OF THE INSPECTOR. 114 4 20 11VSrAV4 ~i1/-75 •(MEkYE �P/awr) 1•U)t/ ON STE£f /I 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO K. PAiN� 37i�/Pim, CRENO, �.��P�IOK�S AS S/�ort/Al ON 3NT 9. Z.S. Z-15. EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING, 1 q 3 "' '"' tZ /NS7:4ct ST. C/6NT-95p0 C!✓Qr. /NT'n AFo _44, -6 s . /✓ E4.10 A. GENERAL TELEPHONE (800) 422-4132 5 Q FOR UNDERGROUND SERVICE 91 1 Z4 \121 Z L 1Z54 ®. 23 lvvc74a w- i5-7 (z 7 .6 ) /Y1.�RKE.Y Alper reg o1v .�fx1c-.(OE. Zt� 53 w B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 ' ® ® ® 4 L* i u /A 51 r a w-3 Al (S 44,P11) 2191 E. BIRCH STREET (714) 529-7070 �5 /A%bTiIGG T✓/?-- "K" BREA. CA. 92621 a1'1 - + '- 7 CNVST C.47fiS/ 04SIA" +0/ PLR CITY O/ C61eUMON1"A C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 �0 9 1 �,yE 5 I 4 Q 9641 SAN BERNARD t NO ROAD �$ ,sro. or,v. No EA. RANCHO CUCAMONGA. CA. 91730 _: ....::.:,. . L NOTE: PER COND/T/ONS Of APf'✓'P67XZ FO P DIf Ae .S Tf/f aa; D. PACIFIC TELEPHONE COMPANY D 14) 999-5639 _ - - _ COMPLfT/ON O"ZZ 5TiFE 'IYI rlL/N 'f 'W /3.566' 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT YOUNC�� Cf1N`(ON RoAO • f�NO X3566 2 /.5 /PEQu1111frD. SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS NOTE WITHIN THE ROADWAY HAVE BEEN COMPLETED; ALL ON-SITE IMPROVEMENTS ® o �5 i LOT 1`IUNIt3f:t2 I°E11Z Tt�PGT QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. INCLUDING ALL GRADING HAVE BEEN COMPLETED; AND ALL UNACCEPTABLE �o �q '?2 �3 4 Y � NF�MDEI� 135GG-2 PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE ® ® ® ® CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL OUANTITIES PRIOR SATISFACTION OF CITY ENG1NEER. - - 100 - LOT NUMBER rm TEM. TIxPSCY TO BIDDING AND CONSTRUCTION. NLImem 1556& 84 �8 CONSTRUCTION NOTES FOR STREET TREES: n � � � r S M DRAIN GENERAL NOTES r I . ALL STREET TREES ARE 1 O BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. � �> 19 0 O NOTE ' � S Aivo 9 �I,eE 1 . TIONS SHOWN THUS 0 • L I ARE STORM DRAIN STATIONS AND E 4,oT A00 S//E�T.S' 6 A,VO �Ev/S6 YOUNGS IND NDENT OF ALL CENTERLINE STATIONS. 2. PRIOR TO IT IE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT 8Z 8� "4,k7- of ?'/�/s L Q 9. 2. ALL WOR ALL CONFORM TO THE STANDARD SPECIFICATI FOR PUBLIC SHALL BE FURNISHED TO TI-+E CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR Ie e,f PYaV sECTiDw,oEtETE.�/Z��O.QT,.4LS 1 �a?) ML - F- Q DESCRIPTION OF REVISION DATE CITr WORKS CON CTION. CITY OF RANCHO CUCAMONGA STA D DRAWINGS. NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERM+r"-"iED BY AS D AND STANDARD ECIFICATIONS. ALL APPLICABLE AL NOTES AND THE Q STANDARD SPECT ATIONS OF THE STATE OF CALIF NIA. J HE CITY INSPECTOR. 131 15 CITY OF RANCHO CUCAMOrmA 3. ALL TRENCH EXCAVAT SHALL CONFORM TO STATE OF CALIFORNIA 3. ALL STREET TREE ARE SUB ECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING CONSTRUCTION SAFETY RS. SUB] ECT STREET ImpROYEMEwrPLANS 4. ALL PIPE SHALL BE BEDDED CCORD E WITH THE CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. FOR 5. THE CITY OF RANCHO CUCAMONG TION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WOR DAYS 8 HOURS] PRIOR TO START OF WORK AT (714) 989-1863. PRE-CONST TION CONFERENCE IS REQUIREDN E X MAP P PRIOR TO START OF CONS CTION. Si-REEL BO-IAN!CAL NAME COMMON NAME SPACING SIZE QTY. TRACT 13566 - 2 �� 9�- '#�� 6. R.C.P. (REINFORCED NCRETE PIPE) SHALL C M TO APPLICABLE HENOc�'�N UR PIhT^L tiE t- C.f�,lyN�17 LHINcSG PI`JTAc-Nt; 30' �� 1� A.S.T.M. STANDA r«Tri PAvF-Y 24 1100 11 7. SUBST I TUT I A.C.P. FOR R.C.P. MUST HAVE PRIOR ROVAL BY THE 5RN 'N s RD PYkJ S A LA-E R`f Irnl R 3 RADFoP-D PEAR QAp�ESSIp APPROVED BY: 01ATE CITY ENGI R. 'D2RDFoW_D ' 20 �•G I5U . q KcxH P-Ac.E 6l��GNYc.H1Toh �G / Fyc CITY ENGINEER RC.E N0. 8. ALL F MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMP ION AS o PPL- �7t�D - 25' 0.� 15U 3 O y DEs►cN- - -- 16735 wcumsnnao RECOMMENDED 9T11SWE cddwwa • DR- .:.r �1 ISI rel TfZ 35' o.G l S 445 T_S_�~.E Al�t/ it w, (7 ;9504 DET INED BY CALIFORNIA TEST METHOD 216 F. ri��Pc . I PAh11GULATr'� _ 2� $"C_H`fCH1TON AUSTIQALIl�N FI�ME FXP 311/&3 9. L MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROV Sir tc'N� r�L A� I JLIU� T 30 0.�, ;sc� 14 * DRAWN IN(J�� G PAZ (7104745315 SHEET BY THE CONTRACTOR OR DEVELOPER 1N ACCORDANCE WITH THE NUMBER, --- - -- C 1 V t� �P ��.-.-,t�.TL_ I of LOCATION. AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. OF CAL�F� CHECKED DRAWING NO. �Tot-11"� G• dLl�/11rf2 R.C.E. 110 -� �j Q C•L E'V DATE FILE NO /`� �v PROJECT? SHEET #J. OF 36 o L DI STAlqCE 4 so' s' a' 15' 20' 25' 30' 35' 40' So' SS' 1 id C I 72. 36'12' It' 24' 30' 36' 4e' ! S4' i0' 66' 72' f t'NG�N ; 75' 15' 22.5' 30' 45' 15 2 s' to' t15' 15' 142.5' so' CONSTRUCTION NOTES W OFFSET Y M LEGEND-. Oi Cav,.fT 1 ,e.r O✓f� 4r 4 0 It'10.92' 1.41' 2.90' 3.751 Soo' 6.25' 7.50' •.5!' 9.3t' s 81' laoD' Y —A-_ - _ /9 A — e c o „ 0 17' 069' I.s5' 2.75' 4 13' s.so' 6 a t 25, 19 4s' 10 31' 10.03' 11.00' � CONST. D" evm flaarree /rf CiTY ev iwAlrAv C4 ,4,v Gv6-4 STO. OPt4<7 A/o. PROPOSED CONTOUR L/3 L/3 L/3 ---(5G1)---- EXISTING CONTOUR L 12' 0,19' 075' Its' ' 3.00'1 4 50'11 6.00, 7.50' I s.0o' 10.31' 11.25' 11.01' 12.00' IEe Ci TY OF fAwey0MfrOOAW No. /03 R/w RIGHT OF WAY Y= 2.25W �( �= NTE: C; !Orv,S'T lee-,4z OEP�Ess/ON Peoe C/fY Of �fl�lmo,, ce1rxWa44%7� .sTo. aW Al.. _407 F6 FINISHED SURFACE L TO DETERMINE OFFSET DISTA ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W(x)'FOR THE n��/GJ' (JHEET 2.) F"C"a FINISHED GRADE L - LENGTH OF TAPER PORTIONS AB AND C'D' WHICH ARE IC CURVES THE PORTION B'C' IS A TANGENT GF CURB FACE W- MAXIMUM OFF TANCE WHEN THE BASELINE IS CURVED. THE OFFS E APPLIED TO THE CURVED BASELINE, AND O CAS/IST dCCTe ONLY PER CITY OF f",rhV CUC'.41Wk VOW .7TO 044f. A/o. /O¢ X - DISTA I NG BASELINE B'C' IS NO LONGER A TANGENT FL FLOW LINE Y . FROM BASELINE COrKST C'.WTC'N 5,4S141*/ PET C/TY OW "4lCy0 CC/C'-4M0A/6 ,97-0. Ofbl, o. DO GS CANYON ROAD �-ER HP HIGH POINT MEDIAN TAPER LP LOW POINT NOT 7- SC.�1_E A 17 r0A1_fT. 5 " A.C. 0glef ro",4.Q. INV INVERT ELEVATION •G GE5 GRADE BREAK TG TOP OF GRATE �' h1aL� 1� TG TOP OF CURB Y OrH6Q5) 50 50 #bY OT+4E_r'5 S SLOPE OF-PIPE 6 ,- �' /6' � JD' PgFtKN1�,7-.Z0 1a5MT CENTERLINE PROPERTY LINE _ _ —] ASPHALT CONCRETE � Z,I AD6� � TG 5t D$�NL�K — �J • CONCRETE PAVING - z�� f HENDERSON DRIVE ��• — —S-- EXISTING SEWER .��� b KOCH PLACE _ - -W-- EXISTING WATER EXISTING GAS DG 11 STORM DRAIN LINE 4 ,t� C,OM M UN ITY A4r-oa"gT1cyv 0 ` v (�• �ti Be�)711+ s/rA-s el, - Z G � �'� (� •V G 4. Q GB CATCH BASIN T+�IL LOwE�z LGl�RCa�Il� k�' V V y' �`b h ti� h 't' MH SEWER MANHOLE RV � y � r K JS JUNCTION STRUCTURE SYOUNGS CANYON ROAD Q_ �' �K a ! 1 - FFIRE HYDRANTTn P NOT _/_o e s°^�� 8"CURB € n \'�� 8'CURB �` `k �` � -®- WATER VALVE TL = 8.0 R= 5ci GUTTER !` K GUTTER O WATER METER RAW - _ -� STREET LIGHT W -- f `- ` -ll S PROPOSED SEWER 2 II I II 2 z IL--- -- -�I 2 4� LL____�____JJ `--- _--_J W PROPOSED WATER F-emT 500TH N IGT H �' `: 7 v' 3 c, —sD PROPOSED STORM DRAIN �, WALL- 102 1 b I t-L-7' 34 LOT NUMBER 50' 152' LOT� WALL_ �► a RACTUMAP 13566-MBER PER 1 FINAL 4' 41 30 Z z CB #6 C6Y O771(M5) J „ � � t:J LOT NUMBER PEP. FINAL COMMUi1//T✓ ZRfrIL TRACT MAP 13566- 2 L' 4' b' �' j 2. vl M f. . 2' 3 * 2"' v DG 004-/N1C/N/TY TirA/G60 =h Piz� 2t'+ \ 4 CB #4 tet' SIa� 17 �c_JE� R4k5 Ft7R 2 � I/Ufin F�Mf�T/C�/ / TYf I7 �E17�1LS� FOR f3�7N /TZ�S [>F 2 LOWER LGY�f2A417 YOUNGS CANYON ROAD o ' " A. ,.,+ ZZ— HOPPE DRIVE SA21 -t-37. — A10T T- � � A10 G 3r aI T. 570 �W j Jri f UBLIG (ITILITY, ��.1 �--- SIpEWP,LK,ac TREE I r _ _ 1 NIA(NTEM ANCE ESM`ra�3' 33 ��V 1 d'CURB f �L _ __j z 8' CURB # 11 22 22' 11' ��� - C PUTTER z UTTER oc` 9 '�� 'fib• 5 �� k �h G' �_ �' � 4 a a h K k *'� V. RADIUS 2700 R tT DELTA=C OOGlp �y iE e lb �p 2•� T I tK Pa �M Q CB # 10 'i KOCH PLACE z = -_- -- --- - - --- — r►t o Co SIDE-iIA.L.K 2 � '�0 CB #5 �f //\IFORti!AT/<:W /S TYl FO,Q BOTH 64gt:5 q� APPL_ICASL-E FOR _iA/7'ieY- 5rRFE7- THE FOC_LcDWlN)-a KOCH rLAGG (11+7G.DO TO 14•}40.713 TYPICAL ENTRY S T c TSTEPHENS PLACE CUL-DE-SAC a No-r TO jCt LF CB # 11 , �G l �G RAW I I 1 r� v �IP _ I .I 1L Q y !'yit/,!ECT/ON SEL ETE./�Z �' Z c,2� � � I� I� 5 �ti Ilt� ¢ v I lad �1GI�.� �z-•a-f� �� 2 �� a Q DESCRIPTION OF REVISION DATt Y STD 7 18 18 -75 PUBLIC UTiL.1TY 15I0EvJAL.1C 4v� �G. 5 y� F TCITY OF RANCHO CUCAMONGA 9 9 9' 2EE MAItCrENANCE 4^� �� 1 tq�' �h qk ,�� 6� 1'� 1 _ , _�I 1 ( EASE M E MTtwo if 0 ,�� i \� �4 av 8"CUR�E STREET IMPROVEMENT PLANS T � O JyP. �ti GUTTER J FOR I17, os' 0.s Z 3 HOPPE DRIVE KNUCKLE d TRACT 13566 -2 (Pg i& 15 z 6' SI MewAA4-c j "OFESS/p, APPROVED BY: - DATE: IZWIZ I I C13 #9 �Q ­c- OZ CITY ENGINEER RCE NO' AFPLI�IBL-. FdR ~ m DESIGN 6% TF}E �LL��IhC = 5AN SEVAINE. F,-O D ('xe+25.55 to 2-7+ t4.34) ui c� 9 vo.c,re>rn,110D RECOMMENDED NENVE -50N DRIvE �2d +moi 55 t do 33+6d_coo) x 4568 x' T.S. _"E•/5� fUSCOE Ince'O,tI� 9M4 U-k�PPE- pR l\/E C4+f0q7 to of +del C� � _ - <F' 3!31'98 l:rl\V11�l:d:dV% Peoee 01,0 4741960 & STEPHENS f�L./�'-E C 10-f 45.bo to 12-►05.Gtr � DRAM►N >� (714)47453t5 NE E I TYPICAL INTERIOR STREET LOCAL DEPRESSION DETAILS 9r ����� �M.TL� Is2 9 T - NOT o OF CALrrFOQ� - ._.• T S��'E ter To s�.or_e JOHN G. OLIVIErg CNECKCD OitMi.INC NO, _ FIR. E. NQ X108 �j L'.L- -`'�•N GATE FILE NO PROJE ICT SHEET # 9—OF 39 loc) (�)(()j 8(��)e(i')o- c �. j. y.. , i . OD mmO , } . . . .... I ; .1 t. :. . r _ ... i i i i a \/ 3 O ATC,Ir- 1 STA*: • • o y � �... . .. � . ..... ... ... . ,Gk .. .. f S y o : ... .. . t ... - H yMdb ZLD --.- W o : . ., t . . . . . . 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J .. >.A O _....1 .+,.. _.,_. ++-.......a 111 1 ..-- 111.4 .._l. 111:..1 .1. .. : : ;;-1+. m-4 nxi v to " D r g x D : p c p n +. - �1 Q X A Ty p z J... 1+....+.....,. .»..:.. ......_..4111 ....- .,. .;..+»1 111++. + ,.. ..,.: Gm Nr V rj D _ + >� � m .i� G) > P 1111 .. + ..,. ..:._ 1111 ... 1111 + + -4.. % . b _ M ----...,--1..-. .. .... .. w a:,.... ---.--.--.-_ 111_1.. --j...'...., J . .:_.. + +«.+ ..+..1.i pp � ..- } ... 11.11..+ . .- - »1111 .. ":. .: .. v rn �� p I ! . - i GENERAL NOTES: NOTE: QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC PRIOR TO BIDDING AND CONSTRUCTION. WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANGE TO THESE STANDARDS AND SPECIFICATIONS. FLOOD WALL PLAN 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, CONSTRUCTION NOTES AND QUANTITIES WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE NO. DESCRIPTION QUANTITY UNIT IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 15%4 D OI CONSTRUCT FLOOD WALL AND SCREEN WALL 743 L.F. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE e� � T PER SECTION A/I HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TRACT 2 TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS < 24t►, STREET OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. THE UNDERSIGNED CIVIL EAIGINEER WILL BE RESPONSIBLE FOR 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION SECTION 7014 OF THE UNIFORM BUILDING CODE. WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. SLR-"T 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 4 1597 MN 5�� -- ----------- ---------: -- - COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED -__--- --- --- ---- --- --- -- --- - pw AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH DATE RCE I �TRLL �'" THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR EXP, 301116 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. I HIC+LAND AVEWE HC*L� AVENLE 6. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE GENERAL CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL / --- �- -_-__ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. DIMENSIONS AND CONDITIONS AT THE JOB SITE. THE ` ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS ALL EXCAVATIONS, TEMPORARY STRUCTURES, AND PARTIALLY INCLUDED IN THE OTHER ITEMS OF WORK. COMPLETED PORTIONS OF THE WORK. I VICINITY MI ALL CONDITIONS NOT SPECIFICALLY SHOWN OR DETAILED SHALL � i � ( � NOT TO SCALE 7. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM BE OF THE SAME TYPE AND CHARACTER AS THOSE SHOWN FOR RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED SIMILAR CONDITIONS. + DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL / I ' BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3. ALL WORK AND MATERIAL SHALL CONFORM TO THE UNIFORM - BUILDING CODE (LATEST ADOPTED EDITION) AND ALL LOCAL �� i 8aC N. EQ 8. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD CODES. EN WALL FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE 3 SEE . SPECIAL NOTE BELOW CLEANED UPON REQUEST OF THE INSPECTOR. I ` WALL 9. CONTACT UTILITY TYCOMPANIES1 I 19W+7 OUT b ALL UT L AS REQUIRED, TWO (� WORKING DAYS V 0 24"oc. PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOUNDATIONS TIPL" "T0�NMCr7V31DE FOLLOWING: I. FOOTINGS SHALL REST ON FIRM, UNDISTURBED OR COMPACTED r t�1AT1vE SOIL AT A MINIMUM DEPTH BELOW FINISH GRADE OR NATURAL \ �__i BACOILL A. GENERAL TELEPHONE : VICE 422-4132 GRADE AS SHOWN ON THE DRAWINGS AND AS ESTABLISHED r �4 CONT. FOR UNDERGROUND SERVICES. IN THE REFERENCED SOILS REPORT (SEE • SPECIAL NOTE BELOW) ` B. SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 ' DIRECTED BY THE SOILS ENGINEER. t ;4 / \ ` ` l STUCCO COAT 2191 E. BIRCH STREET 2. ALLOWABLE SOIL BEARING VALUES ARE BASED ON SOILS REPORT -__ -__J 8�C 04 Ib"OL.EXTEND BREA, CA. 92621 BY HIGHLAND SOILS ENGINEERS DATED DECEMBER 14, 1987 -----� + --- 1"CLR 2'-O"MIK INTO C1'BLOCK REPORT M07-7320-001-00-81 AND UPDATES DATED AUG. 10, 1990 - I / WATER G. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2561 AND NOVEMBER 5, 1990. �4 32 O.C. HORIZ - S!3 �PNRg00FINdCs 9641 SAN BERNARDINO ROAD BEARING PRESSURE 4000 PSF % -" SILTY AN0 RANCHO CUCAMONGA. CA. 91730 ACTIVE SOIL PRESSURELEVEL) 35 PGF D. PACIFIC TELEPHONE COMPANY (714) 999-5639 ACTIVE SOIL PRESSURE(3:1) 41 PGF 2-4 COW. `' _ PASSIVE PRESSURE 350 PGF / 32 FRICTION 0.40 I r 'D'CARS p� 32' CONCRETE >z"cast.BLOCK- MIN.INTO IW OLOCK 1. ALL CONCRETE SHALL HAVE A MINIMU`1 ULTIMATE � f CX 1PRES51 VE STRENGTH AT 28 DAYS AS FOLLOWS• IV "CONC.BLOCK I ) . 2#14 COKT 'i2 MIN FOOTINGS 2000 PSI i I 8' CONING,M� �F SCREEN WALL 04 OWL. • 2410 C. 'A'� 2. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP NO GREATER THAN - �- --- _ i ��_ � in '+ '' SEE NOTES ,f 4*, EXCEPT FOR FOUNDATIONS WHICH MAY HAVE 5" MAXIMUM - - - - --- I SLUMP, ' 1 �4�24"ot- _ 3. GEMENT SHALL CONFORM TO ASTM 0150 AND AGGREGATE SHALL I BUILD WALL 4 024 o CONFORM TO ASTM C33. I V8 h7. OUT Of THE RETAINING 5- 4 'S'BARS a 9 so 11 MASONRY 12 13 25 26 27 W I 1 "' EN'TPSEDMENT • 1. CONCRETE MASONRY UNAT5 SHALL CONFORM TO ASTM 090 GRADE O ® - N MED. WT. UNITS IN RUNNING BOAR PATTERN.(fm-1500 PSI). l '' - - - _ _ / Z 6TUC.G.O COAT -,.•.->� �..::rrr. �4 0 16 OL.EXTEND 1~ SARS 2. GROUT ALL CELLS SOLID. - -- -� f - 2"G R ; v4 2'-O"M�l INTO 11"BLOCK �� -r- I e4�'14" 94 • 32" OAC. WORIZ ♦ �"'` : '`'�� WATER PROOFING � 3. GROUT SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN 3 f PROPORTION OF I PART CEMENT, 3 PARTS SAND, AND 2 PARTS b 5 4 3 2 I ��^� SEE rarEs coNT a 7 6 5 2 cLR°,,•�*., PEA GRAVEL. GROUT SHALL ATTAIN A MINIMUM CCJIMPRESSIVE 4 �';-�: ' cCt oo Y S yN i ''sSILTY SM1D >l STRENGTH OF 2000 PSI AT 28 DAYS. - - 2 C.OMT. 12"GONG.lxOCK = W!1 WR 4. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN ----- - ------------ ----------- 32" AGGORDANGE WITH UBC_ TYPE 5 MORTAR. MORTAR SHALL BE `� _ `'•'^ '��`�"�' � � 'D'BARS EXTEND 40• USED WITHIN TWO HOURS AFTER MIXING. ��; `'`>~' (2•'CONNG.BLOCK _ �•:, .> ti� MM.INTO li«BLOCK � W 2 GLR 5. GEMENT SHALL COINFORIM TO ASTM 0150. THE USE OF PLASTIC 9 2" It Y°�'� •ertu�rc7to►�IIS vole 11116 r+oRrtoN ep aw1. OR MASONRY GEMENT IS NOT PERMITTED. 19 20 21 22 25 24 2-04 CONT, rt,,Y,.�:s, RETAININC-4 W,4LL 5GHEDULE 6. ALL MEASUREMENTS SHALL BE MADE WITH A SUITABLE u _. _J 32" IN sex. M woc M mux ►t3 wtu III aY T 'A'e4R b'D.4R V Dae -D'8M CALIBRATED DEVICE. SHOVEL MEASUREMENTS WILL NOT 8E - - _- =. ; e'-o r-a" 2'-8" 2'-8" 3'-la' a-e" r-a' �"oa. "ib"or- "4"or- 44*"oo. PERMITTED. 3 "'"•'�''`;,' - - - r-a" r-a" 3'-4" 3'-17 r-a' r-0" �SoWoa "Woa "*'oz. WI6"o,c. 7. PROVIDE I/2" VERTICAL EXPANSION JOINT IN MASONARY WALL AT 20 1� I lo'-o° 3'_4" V-4" 3'-4" 4'-�" r-o r•o„ we„oa �rw,"oc �.24"oa wI�"oc o � � � li"GCIPIG.CLQ'.K ; a�`.y:+: FT. MAX. SPACING. STOP ALL HORIZONTAL WALL REINF. AT VERTICAL 11 Fy '<:.�-, 1 W-4" r3'-4" *4'-0" 4'-a' s'-e" r•3" 1'•3'1 4w"oc. �e"Or- "Cor. It"or_ . JOINT. • ,K �•• .., DRAM�R NOTES 1 *'-a' :4'-a' 44'-O" 4'-O" i'-O" r-3" 1'-3" 4"". �e"oa W24"or- %Wor- 17 I'S b WQCCI Nc. f REI NFORU NG STEEL I STEM WALL 14 ' ' Yt 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE J 16 A QNB! '� ~ • ` �: `` NOTE: SPECIAL INSPECTION REQUIRED FOR le BLOCK FOR N4 AND SMALLER AND GRADE 60 FOR N5 AND LARGER. ALL I -a E ..�' 4� REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL •' ' '' ANALYSIS SUPPLIED. ENGINEER'S NOTICE 2. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, ETC, INDEX MAP- CONCRETE.SHALL BE WELL SECURED IN PLACE PRIOR TO PLACINGI. CONTRACTOR AGREES THAT HE SHALL ASSl�1E SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL USE TEMPLATES TO INSURE SCALE: �" 200' 3"CLR AC4a RATE PLAGEI'E T OF ANCHOR BOLTS, DOWELS, ETC. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 3. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION � NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS THE V SARI y024w INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARNESS FROM ANY AND ALL REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION. LIABILITY, REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON CONT. DESCRIPTION OF REVISION DATE APPROVED TY THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 4. ALL CONTINUOUS BARS OR DOWELS SHALL LAP 36 DIAMETERS IN OWNER OR ENGINEER. CONCRETE AND 48 DIAMETERS IN MASONRY, UNLESS SHOWN 3" OTHERWISE. n CITY OF RANCHO CUCAMONGA 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, 5. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVERS: ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY CONCRETE AGAINST EARTH NOT FORMED 3" WR Wn ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO CONCRETE AGAINST EARTH FORMED OR TROWELED 2" W ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FLOOD WALL PLAN T FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED FE S►p4095VAL Mp��MRTMrelt, OPWIL. a OR LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES . SPECIAL NOTE: k F R TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE Q RETAININCs UJALL SCHEDULE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL NEW RETAINING WALL FOOTING SHALL BE FOUNDED ON PROPERLY �4, HYx Mwax Mmax 18aw N4 ID � T Tr *A*5M Is,am oc,am ,p,em ���� UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. EXCAVATED AND COMPACTED FILL AS NOTED ON THE FOLLOWING W DOGI�TS AND BY THIS PLAN REFERENCE MADE A PART HEREOF E s,:.is a�0 ♦ 5'-0" r-0" �4'-0 0 4'-0" 4'-O" •'-a" r-a' r-`" b" %410"oz *wor "4"or- ""or- 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR AND ALSO AS DIRECTED BY THE SOILS ENGINEER. * �* µ'-a' r a' 4'-0 4'-a' 4'-0" i'-e" r-o" rw. b" 0•w'o,a ""oa. W14"oo. "-or- APPROVED ZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS s* t1C'(uQ`� ��! AP P R 0 VE D B Y: _ /'DATE: MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 1. IDEV INC. LETTER DATED AUG. 10, 19NI TO ALL SOI LD z oic#`IF°� CITY ENGINEER _ RCE N0. 24953 DEVELOPi`1ENT WITH SUBJECT: "RETAINING WALL SOIL DESIGN vR°Fess,oN - _ � 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-GEMENT PARAMETERS" °�� c DESIGN: R- Imam br. RECOMMENDED WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD JO 16755 gee Iona, Ste 101 2. SOILS REPORT BY HIGIMLAAD SOILS EVGINJEERING, INC. DATED y FUS�OE CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS DEC. 14, 1987, FOR THE CARYN CO. WITH SUBJECT: o.4�se '° T brine, Ca6fornie X614 AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME �TAL GEOTECHNICAL INVESTIGATION", JOB NO. STRUCTURAL ENGINEER STAMP SECTI ON A W Exp. 03/31/98 rn DRAWN: Phone (714) 474-1960 SHE RESPONSIBILITY FOR ALL CONSTRUCTION CONNECTION AND REMOVAL OF ASBESTOS 07-7320-001-00-00 AND LOG NO. 7-2150. FOR STRUCTURAL DESIGN OF RG ENGINEERING PAX (714) 474-5315 ' �f 2 PRODUCTS AND SHALL FOLLOW ALL OSHA AND EPA GUIDELINES TO MINIMIZE FLOOD WALL PER SECTION NOT TO SOLE HEALTH HAZARDS. COPIES OF BOTH REFERENCES NOTED ARE ON FILE IN THE OFFICE OF AT THIS SHEET AND NOTES s CHECKED: Civil Engineers Land Surveyors DRAWING NO. THE CITY ENGINEER (FILE NO. TR 13566-3) r�lf FICAL�F° JO R.C.E. 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