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HomeMy WebLinkAbout1156 ESTIMATE OF QUANTITIES ITEM DESCRIPTION QUANTITY UNIT REMARKS I LUQI3 It 6,UTTEfZ 8" FADE 3�JCo L•F ST4.1JDta¢D DW&I Llo. 303 Z- D Z1VE AFFWALN W = 40' 1 EA. STALJDAW 0% ILIO . 36 3 A&&rZECa4TE F5,A47E, 4 " T!•4le-K b,tL S.F T.FS.IJI. Uo. 10 4 /�.L_ PaVEMELIT, 3 " T►�1Llc 8, c310 5. 1� wt=D EASDTOF N. WL'tiT GU EqT QOFE-rLlrzu STREET PLAN GENERAL NOTES 'S fi.�. FiE1zM� QJJ" 22 L.F. STLLLI(7Al2D DVVIo. e. 13 l-�ELLMATJ AA1D IUIUTH ; . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THF CITY OF RANCHO CUCAMONGA G SAID OP 5TIZEET TEMPORA¢`/ A.L. PAVEJvII=.t.IT, b.2 TIi�. 1 eA. 5TA►�DAv� vwro. Uo. 405 ELENA-[lGA] ��Z.D. �oS STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC OORKS CONSTRUCTION. 1985. ISI "H 86 L 87 7 LILIDETZ `7112E\N&L.K r2'2hIU 2 EA. 47TNMPA V f)Vl&. 1110. 50-7 ADDITIONS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BF RESPONSIBLE FOR ADHERENCE TO S haWZLIT A.L117 CLE.MOVE A •L. PISVEME-kiT 370 'S,F THESE STANDARDS AND SPECIFICATIONS. o) PiA.QIZI I/-&T?E_ L E4.. STAAlnA>Zn VW(&. K30. 404 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. WATER METERS. I d GIZADE-D. f7Q,AlUP.&E. 171TG14 EJ.,OTHE0,_l 210 L.F VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY ( 1 51DEWAL.K 4'W, 4" T4Alc.1, 230 Lf STANDAfZD PWC->. 1110. 310 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED 1 2 R�l7W�Uf� H�•AnE-Q. Cowl LF RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 5. IF THE ASPHALT CONCRETE 1S TO BE PLACED ON SUB-GRADE. A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. S. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CITY, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED PY THESE PLANS WHICH IS NOT SPECI- FICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 7. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. S. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- INGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 9. A NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 10. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO CUCAMONGA AT THE CITY'S EXPENSE. STAKES WILL BE PROVIDED AS REQUESTED BY THE CONTRACTOR AT NO MORE THAN 50 FOOT INTERVALS SUBJECT TO THE APPROVAL OF THE ENGINEER. CONSTRUCTION STAKES AND POINTS UNNECESSARILY REMOVED OR DESTROYED BY THE CONTRACTOR WILL BE RESET AT THE CONSTRACTOR'S EXPENSE. 11 . COMPACTION TEST OF ALL FILL. COMPACTED ORIGINAL GROUND AND SUBGRADES SHALL BE PROVIDED BY THE CITY AT THE CITY'S EXPENSE. RETESTING OF UNSECCESFUL COMPACTION SHALL BE PAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL NOT PLACE BASE MATERIAL AND/OR SURFACING WITHOUT PRIOR NOTIFICATION OF SUCCESFUL COMPACTION TEST BY THE CITY. 12. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 1S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS. CONTACT ALL UTILITY COMPANIES AS REQUIRED. TWO (2) WORKING DAYS PRIOR TO EXCAVATION. 13. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEERING CONTRACTOR) . IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTORS' LICENSING LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE. SECTION 7000 ET SEQ) AND THE RULES AND REGULATIONS ADOPTED PURSUANT THERE TO AT THE TIME THIS CONTRACT 1S AWARDED. 3D � C` 1 ebuir.V A.C. PVMT.Q 6VEQ 4"A66. PtASE WUlT. FZ.Z.LU031 h AITTETZ PER 7TD.U0. '50 3,),95" z.P TYPICAL SECTION — LION STREET SL4LES: I " = 1d 1 VE1ZT. 1" = 4' T. l. s -7 Acz¢.ow NtleNWAY 7 d ? Q REVIcoE PAWT THICKNESS oNTYP.r.E.G. RF.vi,eL ouk TITIES MAR. BS Q LJ 1 U T H Q '�TtZ.E�T d 3�4�I �S,°"q� DESCRIPTION OF REVISION DATE APPR. PROJECT oQa°1E CITY OF RANCHO CUCAMONGA 104 SITE A.T.! 5•r Q.1L. cr No. 36926 Do EIl�HT STtzEE.T Exp. 6-30-88 TITLE SHEET CIVIV 9V f' °F �Al��� LION STREET C ,f L � ? W d titx-cK �-r>z --c a PARCEL MAP N0. 9 180 CONTRACTOR' S RESPONSIBILITY FOR SAFETY IN SUBMITTING A BID FOR THIS WORK. THE CONRACTOR AGREES THAT HE SHALL APPROVED BY I DATE / ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CITY ENGINEERjLfR.C.E. N0: 22397 THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTYi THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY DESIGN ASSOCIATED ENGINEERS RECOMMENDED AND NOT BE LIMITED TO NORMAL WORKING HOURSe AND THAT THE CONTRACTOR 316 EAST E STREET ✓A�r,4m VICINITY M A P SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS N� D 5 ALE FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE DRAWN P.O. BOX 9419 ONTARIO. CA. 91 1761 SHEET PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING J• z • (714) 986-5818 I OF 2 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CHECKED R.C.E. 3l°92L DRWG. NO. exp. G-30-08 DATE 7-L-8) FILE N0. e.-511 -562 I . : - .. • t # I q t < ll. 1. % t t 3 < . .; .. < i - 4 { - f it <. .. ... -: � ... .. ... .. .. .. ... , j I I , < : . . : ' , i s Y d , ,- , .. , _ t - ; t , �. � r � � l� � SID' la . ; . f t LEAD N 1 1,ID T ., - p. A,GIC z t�T. w .st L' ' , r ; : < { , k} < .. < . . - r .. ; '1NE.ST N WEST U¢S E n dF G . ; 1. E L N QIJt7 9 ST��-T < # . < : �. I I , t _< 1. trTi1Q e t,1 L WI A . . . G�/ t 2 1, .i 9 . C1. A .,. .... ... r .: --). .. r > - 3 . # , 0 i < F . N x15r a < . . . art uu>7 ., , t < . . 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STREET TiPEES. � v�v �� TD LtTY OF (ZANGHD LdJGAMOAIbA Z~x 4� �M wn _IV • � lL}d �J � w 7 h . �� H EAD ETz r PARCEL 4 -1d w°L + �� a N Q , iPEMO(/E "/ST//VG a o, r o^•�• P. M. 4804 Q �4 h� � �> � � PARCEL2 � �v Cu�a L;urTE,P vi k4_ �� �' �l Q * 20a a� 7� w Q Q . > _ - � K , ©8`A.0 1?Irl �L. &MI �E tzT" 2,I MAx. G N r�M • � V� 4 � N ., � hA � :�e_ I+� QEYSTD. 313 �+- • �' (�z + W + Q� W � O Q , �\' Q-) %a ,Q� w �4_ V . - O I k MTZ6.DES "� I �o Q t} �-,4 !Q [l1 d�`ii PA,QrEL / v ,Z I Q vi v Li 0_,0 4 a A. �• • .4 a ® _Q b l'o/-, CURB#GUTre,P � o r d`n 16 ui + 4 PM. /205,8 Q �, \ .4 d, N CD p - 3 M t PE.P STD.GIET4/L .,f/-e-?0-3 18 L.F.) V V c,T. . d ��\ov J 1 Q .r'W/of sok/.t/�R �� � � �� � `1/_Mle ti _� o T 4) cu� I � - A se-C-T t 01`S A- A C/TYSTO. N-9211 h v)%' 22 8.94` \4 IZ G a Q1 W �10T TO SGdLE . -1 f : T �� ¢� ? I D P��QQ I t7rc LPER STb OWl�• 444 "N j ` �� �B, iP_8 \ I O�.0 (,� F� _, ©ql As C0A1STRUCr10A1 NOTES A'Oe STREET TiPEES __ ____ a rn 1 4 ,w E LONhTfLUGT TEMPDIZJLV'` EUP L ALL STREET TREES ARE M BE PLAL'ED /it/ ACCORDANell- WIM C/TY _� _ Z m -- ) � _-------- le, C.,&wO I �- QOP STtZEET P'E'Q GIZY STD. 405. STANQ4R0 60/. ip EXISTIAilo �• G' �(. 6Rp - N1 1 Lugg d 6urrEtz '(' �1' 9 s '�'Ci�y macLevEt- 4LL ST�PEET TEPEES SN4LL BE STA�t'ED ,4i(/O P1,4i1/TEo ,�CY'ORD/�t/G 1D - 1 5 -59' - ST C/TY ST.4",04PD 605A OSP 60SB AS P.PDX/.Gl/7YTO NA�POSC4PE ���� / tCD$� (V �° O 3` I �"`� t01 � O�4/�����2 0\�� MAX. til D/STATES- 4 S _ I .3. ffAr4c/LL WleMeE OFQLL ST�PEET )FEES S•SWa AF Are Me Arelo.sf"21,N0- 5 S - .�\(iD• -� Ar104.3 OF.4AI AG RC910 VC SO/L S REAC�er FUR411SHED TO Tie C/TY 1v' v' (/ CO UhiTEUCC 3 " 4.C. PAVEMELtT I \ ( J ---'1l ---- //-Lo 89 //�SPECTO,P. Z. f v /� P E'Q GIT ' S•TR -2- �, A!\ Z3 47 F yti ti �, L� TI .4_ T ,CE,!/NETH N. L/NV/L[E 4! A/O STREET TREE SHAL L AW A'AA/TEO /M lFelr ;WF reAlTF,P 010'T7/E 4 KTtU/o \� q p �3 0' . . }�--� f_ 'a`F z""' Mellfl,r /S CLOSER 71-0N Tf/,PEE FEEr(3') TO 7A/5 FACE DF C(/,PB, "+ _ - - _- QRpI ESSIpNq t%vLEsS OrNEA /sE A107 . -- /uot*,&urmr_ ,,o a' u 1 pul c _ \ v I �*IuVrl q.o Lo t�,T. c�rz� CSU TT E� ,tp f�, Qk. ��� �H`/ S- 4L L 5 T�PEET TREES ARE S[s1Ec r To /NSPEC'r/O�/ ,4AID .4Crepr4A/-E c1 1 I / a o. FtT riTD. T7ETAIL k10.-...- (&'ex) `\01�' p'I I p, �4� ,��. !� �y BY Tf/E C/TY EiVG//UEE�P 0CO - - _ - E� / LDAJhTQU GT m TZ /W Lt1JE I `t` v �\• / g"p.1. gF� m T, W No. 20300 a 2.0 A•T_ A, 5•F. Q.2_ J 3 0� I © PE¢5Tb.rlw&3t3 _ ac s .. EA SEMEt,1T Q� ]� 41W1t5 �5OWK N / _ / J * EXP. DATE"-' 4 J 2r 3� p:3 f d 4iV 6TD. t�l� 310, 3tG /. ��•�l CIiVI�- Ql��� /�OJUSTEO ?fCE !SAG/NCS DELETED �E 7REE. L✓b - -y W r�-`I` \ "TKPtCAL 5l0EWALK SECVCf41 t} . / i I - J N W,t, / F ED 3 4"O AP/(/EW,4Y,4PP�PO,4Cll�TEPEES- Rvnf. ,2058 7-_L�" L � � n{� 0- t2 FE w % LL_._ O _ �Q -t-V---IW Llt.1E OF CA1-� �ivv.�cE-ce. isi„nc. '� � h W . p4 �l- m - 4 �� I % I Qi 12EV15ED P4.VEMFKjT TNlLK1JF_55 A4u.88 314`* n W 3A T H - = r S ` _f QEv:�SED� f)¢ta:uA�E)PSEcT D1.1`!a A" D2IVEAPPPAAGIi �` J °� J v s PARCEL I - + ,y,, »1„h4 tuoT 5 No NT?DE 3-24-$$ x 2 � 3� . 4 ��0 a v � J �Q����its ,y0/y DESCRIPTION OF REVISION DATE APPR• . hi4 W m 4 �a � j,Q + P M. 9 18 0 N Z. +I d d D Q hlit A,C E DE.TA1L � � ' v � krl 1 airI '"``�` D �4 9?6 �Z CITY OF RANCHO CUCAMONGA 1= N No. 36 J �v, f< 3 Exp. 6"30-88 ,� a PARCEL 5 '� �da © w I � ��' p %, �l�t� ���!» PLAN AND PROFILE + 0 - 14 LION STREET ,A fOf �k0 P• M. 4804 z W Q . o o LION STREET (3 i 1 Al.. . V. � o. .. `E. %zp , No PARCEL MAP NO. 9180 to 2 k Lu213 Lc]QVF. r7eTa A .. �F o APPROVED BY 1 I DATE ii IS Iz s,no © � �i: a d CITY ENGINEER R•C.E. N 22397 = 2.57'11 IQ D&I't0` °8.990 DESIGN ASSOCIATED ENGINEERS RECOMMENDED T 8 J.17316 EAST E STREET �i LP o DRAWN P.O. BOX 9419 SHEET ``rpt `' J •Z• ONT t714) 986-5898761 2 OF 2 ���41yY CHECKED Lu213 2ETLlQl.1 �7ETAIL QT STA. 5 -1a ,xj 3o D DRWG. NO . E••• l'• : to, DATE - 'z-S'7 FILE NO•:!_- It R -. - _ ESTIMATE OF QUANTITIES R.o DESCRIPTION OUANTITY UNIT REMARKS A.C. PAVEMENT 163,935 S.F PHA5E 1= Ml'5T0N5/PHASEIl% 153fo GRADING GENERAL NOTES P.C.C. CURB ONLY WITH 6"C.F. 1?040 L.F. 1 . ALL YORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RANCHO . P.C•C. CURB AND GUTTER WITH 6"C.F. 258 L.F. CUCAMONGA STANDARDS AND SPECIFICATIONS AND CHAPTER TO OF THE UNIFORM BUILDING 4. P.C.C. SLA$ 3'WIDE x 4" THICK 8 f S.F. CODE, LATEST EDITION. 5 P.C.C. GUTTER 3'WIDE 2440 L,F j 4. --CONCRETE BLOCK WAIL PER STD. 812 135 L.F. 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS. INCLUDING EXISTING STRUCTURES. FOOTINGS, FOUNDATIONS. RUBBLE. TREES AND ROOT SYSTEMS 7. CONCRETE BLOCK WALL PER STD. 1311 1389 L.F• SHALL BE REMOVED FROMJHE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 8, P.C.C. SIOEWAL.K (,IZ S.F. 9. P.C.C. ROLLED CUR& PER STD. 502 27 L.F 3. THE EXPOSED SONS SMALL THEE INSPECTED BY THE SOILS ENGINEER. AND ANY ADDITIONAL OVER-EXCAVATiOA SHALL THEN BE MADE IN ACCORDANCE WITH THE SOiLS ►O. 2� K 4• REDWOOD NEIIDER 27 L.F. ENGINEER'S RECOMMENDATIONS AND AS CONTAINED 1N THE SOiLS REPORT. /�• IN5T-ALL Co" P.G.G. PAVING .418 G.Y 4• THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 902 OF THE MAXI- MUM DENSITY AS DETERMINED BY U.B.C. STANDARD 70-1 . OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. S. IF ANY UNFORSEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION. THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER BEFORE PRO- CEEDING FURTHER. G. 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 WA7ERiNG OR OTHER APPROVED METHODS THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. 7. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE CITY WITH STATEMENTS FROM THE CIVIL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND FROM THE SOILS ENGINEER THAT THE ,a. PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 11. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING `• p INSPECTOR 24 HOURS PRIOR TO THE START OF WORK. / /f' Y/�wGs3 4'r 9. ALL SLOPES EXCEEDING S' IN VERTICAL HETGHT AND EXCEEDING 381 SLOPE ARE TO BE PEZCAI L 6E T-S PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING O,V .Sr/EET 3 SYSTEM. 10. VERIFICATIONS OF FiNAL LOT GRADING TS TO BE SUBMITTED TO THE BUILDING AND SAFETY ' •• + j. DIVISION PRIOR TO FINAL BUILDING INSPECTION. " a • 11 . AN AS-GRADED GRADING PLAN AND VERIFICATION OF COMPLIANCE WITH SAID GRADING PLAN 19 TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION• o8 8§ $8 V 12. AFTER REMOVAL OF DEBRIS. ANY EXISTING FILL ON DISTURBED NATURAL SOILS SHALL BE EXCA- R 149 a O N VATED TO THE SATISFACTION OF SOILS ENGINEER. D C�/R8 PFR P. �(„1T 7" ��'��/L 13. THE CIVIL ENGINEER WHO SiGNS THiS PLAN. THE SOILS ENGINEER. AND THE ENGINEERING MO[LE STD. C) UR GEOLOGIST SHALL INDIVIDUALLY ASSUME THE RESPONSIBILITIES ASSIGNED TO THEM BY �.T�' SECTION 7014 OF THE UNIFORM BUILDING CODE. 4"A•e. 14 A66. 14. THE SOiLS ENGINEER SHALL ALSO BE RESPONSIBLE FOR VERIFYING AND REPOKIING THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY e CA•D LiKE BACKFILL INCLUDING. BUT NOT LIMITED TO SEWERS. WATER LiNES. ELECTRICAL, GAS. AND LANDSCAPE IRRIGATION LiNES. r IL .• r ro+ '.�•. �'• ~ '� =' G NOTE REGARDING EA2TNW0RK iS. ESTIMATE OF EARTHWORK, CUTw 4100 CY FiLLe 4950 CY F/Cm 1.21 Tt-1E EARTHWORK VOLUMES SNOWt1 THESE QUANTITIES ARE BASED ON THE ASSUMPTION THAT A 0' SUBSIDENCE WILL tsvE-ti�I4 AUSTALL T1lQFSTOnIE aLOGKS OCCUR OVER THE ENTIRE GRADED AREA. SEE NOTE AT LEFT. F"A! / W ^eOPO5 SRF, WEtZE ESTI MATED U5146% THE 40114',e .3" /GA.d /�G.G• 4uTTE� �,� EXISTit`eA G�QOUWP 5EFOQE STOC.IC 16. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF THE AMOUNT OF EARTHWORK /�BrA►c al�ovE ���HT INVOLVED BEFORE SUBMITTING A BID INCLUDING EXPORT OR IMPORT AS REQUIRED. PILES V�lE1ZE PLAGE.� Ott SITE EXCAVATION AND GRADING SHALL BE BID ON A LUMP SUM BASiS. CLEARING AND SITE 05TOC IG PILES HAVE BEEN E51: PREPARATION SHALL BE INCLUDED WITH EXCAVATION AND GRADING. 'd�GT/oN � � � �TO GOI�ITA I N APPRO X. 3000 G.Y. 4SGALE: /"= Z' 17. NO ADJUSTMENTS OF ELEVATIONS SHALL BE MADE WITHOUT PRiOR APPROVAL OF ASSOCIATED ENGINEERS. THE CONTRACTOR SHALL DETERMINE FROM THE SPECIAL PROVISIONS AND PLANS THE ELEVATIONS OF THE SUBGRADE BASED UPON FINISH ` 2 GRADES AS INDICATED. d PAS1= II J p11A51✓ Z l9• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HiMiSELF WITH THE SiTE Q AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. e-~S;T. gNTUeAL. G.R0u'-1 ` A PDJGM�►J'C FrR LKTA/L OU .54 r -3 Z• v e _,o,: ,+ GO1�lJT. /.c.� RiBB� G.UT7'ER � C�r-Ir�G� O�/T'N �?.G.G. Q.�313G�1 4UTTEIZ ' PPc OETA/L AbOVC Atlof4r �T7 Prc�L VE-TAiL_-Tv4i5 SASET. P")W' /o•/ DETAIL_ S"owivAeA TEtJ1'Po2AR--( _ _ _ Got�ST�uGTED a'C TF-11<5 'T't N1•E OETA/L •A ' v N tcZ" rL — %z" M . DESCRIPTION OF REVISION I DATE JAPPR. ' GOr-�6T. Qui-G!?iCrVi•LL .' `. _ PER �rA"s �, 3"E�>-3 -• '••• =: .• b ::` .��-•• CITY OF RANCHO CUCAMONGA CONTRACTOR'S RESPONSIBILITY FOR SAFETY 1N SUBMITTING A BID FOR THIS WORK, THE CONRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING P. M. 9180 THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL n PERSONS AND PROPERTYi THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY P E.T A �1IL_ 1 , AND NOT BE LIMPED TO NORMAL WORKING HOURSr AND THAT THE CONTRACTOR �� SHALL DEFEND. iNDEK41FY AND HOLD THE OWNER AND THE ENGINEER HARMLESS SITE GRADING Z` P.L.L. �It3f301�J GUTTEtz_. FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. iN CONNECTION WITH THE �� kiDT TO SCALE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. APPROVED BY r DATE S 8 CITY ENGINEER R.C.E. 0. 23889 DESIGN ASSOCIATED ENGINEERS RECOMMENDED :�`�•; �� 316 EAST E STREET DRAWN P.O. BOX 9419 SHEET ONTARIO, CA. 91761 SECT/�/V 0 z fwpab t 10986-5818 OF .> _ /NOT T D 'i'3 GAL CHECKED C.E. DRWG . NO. J0' DATE ZJ�FILE N0.87-511 ... _ ... .__ _....m -. .... -... wM-... ..... _ w.. ... k, L1.Av xuv TACK r9, T Vtl rit [JF -�a i1NES"C Et�t1 dF 1�1. WEST G08 Aj N 3 N EX15Tr 620i]1JT7 ILJ d- ` ..- E - 10 # 113 J •' „ 1$' F�►5T 4P tet. �R1- , J + J� IL o 0 a 2d:1 \, a EX117T. 6¢bulur7 MAx. Ld if1O ---- f I11© �`- r 1>ut sal e7u rr&L E dx U Jr W r , \ e W MAX. d '4- o EXtyT. &CLOC. kIP W WEST OF 3 l$`.1fV E5T OF �.. I f f W �J 1110 w x-QjrTE2 on Q L J J � ' Q' .J a.. t• J Ir J � ' PROFILE: ,©Q Q SCALES: HORIZ. I" = 20' VERT. I 2 + 50 4 +50 5 +50 6 +50 A A l9 17Q.AIAlAfoE. ALL.EX EW-7EM E1.1T PLAN PEQ PQQ EL ~ 20E1�IEtz� L�' t5' t724tul%- s SCALE I" = 20� 0 h- W ALL E� E�yEMt=1uT InENT � NdP UD $O a' 4 W 4 ASS F- l)�.� W� Iii C72mumeE F-A513ME-Lrr Q/W L11►lE Z")(4" tZ>✓DWODD I • W PARCEL 4 4 U343w� + �^ To LIT`,' OF fZANLHO LULAMOAIbA - - - p clJ G d w •''$ y 3 H EAD I=� �4 '4 � PARCEL 2 �I- d > vi i� — C P. M. 4804 W �� a �� �Y odd W J �� W� h <',: se _ zt Max I IL 4 s >✓ E 9 x P. M. 9 18 0 -� — ` `, '' ra¢a�n eA>�x 2= I Max. -d N � 4 2' � j � � O~ p~ � -� © LL1{lei LT 3. . , 4. ;. b' Q N M f_ Q F `I` `�a- -� T PET STD. 313 IfLr 3 G H AN Al EL U\ 4 111 V �Q� � (N d IW Q J d ui b" '' d` D d �►' ~ V+ W U07 TO �Ldl E CC O T 2C01.1SZ12L1L.T sd,LVAC�ED _N I ; t 5 g1W2zt G1s-17E PEIC SZb. DWC�. 404. I dJ r-OL 7T. LUQ A EsuTTEtZ _ PEQ'iTD. DE7tL f.10. 303 >, C.F. PbIZ&VV EUV -- -�—-- ---- - LF -h;TV E-- TEM •' QOF �iTP�ET PE2 GIT`/ STD. 405. s t, fti • - .— ' _ 9 LEVEL —. fS .- �. _ say a ' _� __ .. ':;, _ f `':. yt •_ - .� - i - _ ; �', ��,'' # � � - �S - � jVy \vY - -� Ext9T. t - 5" - , ��oN��T �u �► C.-t�Vl{«�t�?.�� !�, � r •. �,� J .J ' ~'� ti." - � v• ` �' T`�� .Gt�� 1G"('[,� '�-C'�t k '��'\. � { rts ��, y , ♦ ,`' f 11 I'�TII S(e ^• t) i _ n o Al ~ f ZUQP� LIUTfETL_ 0 '_ • r -- —--�--r` — -———— — 4'X 4' ft siE .«. EDIhD 1J C'AP a.. ' PUPPOSTS Or'll. E LDA1"TaILT '� + 2-4" ,W)(1AAM WALL M WALL Q w �. `� 15 2 `7 U' '�' 8 Q.L. PiErLI/t is ! EE 20 A.T. , s.r. e.iz. J t 5 ��5E� au g x52r 360' 4-4 " JI`f 3 pv� �© PEIZ M.DWb.3t3 �`` � �� � JCT l , _ EA.SF ME1JT Q 41WIM SDWK i�� Gt fox V+ - I ! N 3'xs'x 3-'4 Q W r .i "TYPccaL ScDEwauc 5t`crroN' I' �} – / v c – d 2 1 d -1 �'r n' ,. 17WU 3 >a r ,fir /N T4Eit/GH I I I �I tZEViSED P�VEMEt`1T TNILKAIESS MAQ.88 S�o� x W f, n J J - Q EE\Il�iED f�12P.lUA(&F PATT_RZU, NDDED GOAISTQULTIOf-L - W N x H �_ v �pNV� a PARCEL I � J + tion S A►.1D pc�DE17 SEGTIDAl"�-A" DRIVE APPQDI.GN ,-1 w j p � m 0 �z P. M. 9 1 80 N � � DESCRIPTION OF REVISION DATE APPR . +I a d D Q hlIJ AC E DETAIL s � ��pe c '� Se x � � "-E ' CITY OF RANCHO CUCAMONGA PARCEL 5 + oda © � N4l PLAN AND PROFILE �x LION STREET • Q LE "� P. M. 4804 LION STREET W 4 po � h �`a�,,• ^^j.,' UNOERG/ZOUN,D 41711-17K LOCq T/ON o. •. �/ IQ- G!", PARCEL MAP N0. 9180 m 2 W LURP, LUQVE f7dTA a f. cF APPROVED BY DATE • - s � QY S,c�o ©y� '� Z„ a8 CITY ENGINEER R.C. E. N6.^22397 12.57' o Dal, 899a w DESIGN ASSOCIATED ENGINEERS RECOMMENDED T 8.�' •T7 316 EAST E STREET DRAWN P.O. 80X 9419 SHEET J Z. ONTARIO.�T14) 986-5818T61 / OF LUtZVi Q.ELIIZki 'DETAIL- NY STA. S�-1$ CHECKED R �,E• 3G�� DRWG . NO. EXP. Co-3C,- tib DATEZz—a�FILE NO•2-1' 511 1