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HomeMy WebLinkAboutRc St Improve Plans 749/1 Thru 750/4 748/5 749/1 750/1 750/2 750/3 750/4o BENCH x,'ARK NO. /6 - B _ GlTY Of kANGA G!/GFlMOA!l :. AR/V- J-//V Wl S f3. -a. r.�/ memR TAG NORTH rn- a- GURf3, 27 "M`O �.r � ¢BAKER QVE. EL 45V /237 SeO I I /255 a�ya II �PXDh05E2 lE �j O,. G -WEST 9/L7� E' WE5T � �� % • I /.245 EQSBMEN7 L/NE 1 � l /245_ �TOOPRG:"lJ5EQ J7lTGf:'' \, �� -�"i /-� '• i _ H.G. L. @ 50rF77' oil m�o� GK.4ve TO 47RA/N,4r 0.33 / ?• `� R c7: j PROF/LE SCALES: 33279' S4 h'.G. p - N- all VERT, /Ha 4' I t 3 /21 5 4 5 _ 6 7 8 9 /0 PLAGE` LARIaEROG`KS rO ExrEN,. 0'AW11E 0__ PLAN SCALE 1=4xx OFR/P-RAP - 6 t` zN /" = 40 ' 24"4/G STORM DRAIN QUANTITIES min W • ,.T O J N , /•. 333 L.R 54" fZ. G.P, -!J• /200 � _A ! SEA. P, G.G. /NLEr 0rRUGTURE c, c� ru _5 L. FJE'ZOWLI F` TO✓ W/N6 16 fNLEr A BON 4. 5 L.F. P.G.G, TR4N5lTlON S'RUGTURE y�_p�OVi �p('G bb�Q b^��0�4 5. J EA. R/F-R4,s' OU7GEr STRUGrURE �y %tia t� � c • .• , - .p b U b a /-: ,• _ b 6. / Ef7. GRApEG O/RT pJTGH SECT/OiV 'cS - E' 7. / 6A. GRAOED (>!RT OVcRFLOW /JITGH NO SGAGB � . ... t • H ' d a• OFF DETAIL '2 \ �t 0 � / � � Z -' � 5.5' K 5.5' I l � .WALL Q N R.G. F,iOX v' do OETA/L 'A' I Z J ,5RA2E TO ���✓JJ�� SEE /JEYA/L r3 �JZAaV \ c y �, �X�� SECTION `A - A' �.� h. 29 � �, i, ��.� - y : � .N.23'22'00"GV •< I G/ N, L-�- ti "" PTP3'SS+W.-2GYJ25' N.24.09'4J:Y.=/sz4.83' --%✓2? 32'3.3"W I392` \ . r R/P RA `„ i yip �1 ORA/NA1E E5f4'` /2' TH/Gf: PER O.R.74501905 / j �� LEAF h / ` 8 �. & I GONG.kl J3LOOK obol tl / �� / Xti�' Q� - __ \ \\ WALL rO PSE _I 111 V� 61ON5T. eeR j /'RAINAGE EA5EME.NT 1� 1tib 4 r / Q ! / / V4R/E5 VARlES W 24.53` \i. 80 ' Z Z Z,Z ieMN rrR416r HEAMML. W/NGWALL6 Al 2.0 3.5 5' S' 3.5' 2 Q 5' 5' 5' .5' /2.;;c' 12.Z7' PER Gat%;rRAN5 SrO. N�' ✓/�/r-A �S�r� I Z Z DESCRIPTION aF REVISION DATE APPR. IW w4a yr N510 11V SEAM uj6 p� �!• 1. �� �� N, W4GL /J/MENSlO/Y� ilO a -/N V h� �) t QC t� RANCHO CUCAArIONvA oRG/Nla OETeRM/NE,7 � KOM � •��i• •� h� I�%� "� I Q Al �� SLOJ TO �S W oc ' �� -. I y l Zy r y r... EAsE EJvr -z,o o iT R .-CLAN AND PROFILE ya ow \ �y1• MAr 2'/ 5� ! STORM E Of(p1 I� ___� W TOJO/N S l 5201E OAVN/ilk STORM DRAIN NO. 32 - B 2 /A/ AN EASEMENT ' 2' z¢.R� �,"�� 'L �-* --� • � ALONG WESTERLY TRACT LIVE aeaa r. w. o raaNsir/aN srauar419,5 PER 465/TRACT NO. /0762 9M NO, 2-0235' O �OEE 5A4EEr 4) / 5' g' uG t'/ 0 RA/Lia APPROVED BY SECT/ON_D - D _ SECTION C - C' k7f - "<fP OUTLET 'x 5.sv' R.ce- PE�z ,/� /3 "� �rc98�T CITY ENG/NEE ,l R.C.E.23889 DATE R! No �e�a:E GRADED DIRT DIT%H GALrR4. ery No. /�o- 9l.AL�' FLAT /NVcRr. U5E GHAar _ Q !, �'t�z��o `Y SECT/QN 'B - B' DESIGN AN EASEIV ENGINEERING CO. R COMM, N ED N0 TIGHT = fo' ,� 7 R INSIT, oN 70 DIRT OVERFLOW O/TGH E. F g8C% '� PqP%1: AYE. FOR J9ET R /N/MG WALL E THIGKNF_ 55 55rEEG 5/ZdvG sccflofv a-e STA: (O f //. c27 TD 5 W. 9 �53.86 DRAWN POMONA -." ,. .' -,4f 623-/595 SHEET n (5EE SNi- 4 f' i NO :W41-= L.F. S OF S t 02 TA/,- iA `_. _ -- RC•E, 8205 DRA DRAWING NO. DATE�I"y'' _F/LENO. _ 7 , 48 sox REDUCED PANS 0 i? 3 INGHES ON ORIGINAL PLAN All required stakes shall be set by t1- ;.,rate Engineer. 17..- (Contractor shall_trotifSail ` - Y Sai I Csbrlil Talley 11unie14a1 alter'Ystrict, Mr. Bob. StalSin9s At l213) %9-2718.: Forty-eight (4ei hWr kfore eoa,nencing 8. All curb aqd gutter, where grade is less than 0.40% shall be sG�.ad ri to 3' eena. w.h.. An a... 0 A I 0 REDUCED FLANS 0'w,1_1..� I� 12� i 3 �- 3 INCHES ON ORIGINAL PLA rCONSTRUCTtO ` NOTES AND ESTIMATED QUANTITIES, _ _ _ R/w 3 TITLE SHEET FOR .GENERAL NOTES: / CONSTRUCT 3 " A:G. O+vER COM!'fiCTED NAnye (SEE 4--NE'RAL NOTE # 4) 4M0, /50 S.� Q Z CO1. ALL WORK SHALL BE DONE IN ACCOROANCE WITH THESE PLANS„ THE CITY OF RANCHO' O--NSTRUCT C9"CU,QB vU77ER f'E.P SllJ Dh✓v. /1'Q. 903 8,999 L. �''- �'f _. CUCAMONGA STANDARDS AND THE STANDARD $PRCIFICATIONS FOR PUBLIC WORKS l CONST.44/CT 6"CY/RB 0' carrZ.? lL_R SW! POW, f'0,.%03 /6733 .L.F. t':gf'i D.S' 4' 7.5' CONSTRUCTION - CURRENT EDITION, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE'TO THESE STANDARDS AND SFFCIFICATIONS. ¢ -. CONST/cUIT 'f" �C4^ $IOEiJr4LK TER $70, 12WG. /YO, 310 76, • elee $,F �? '. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OP. POWER POLES VAptF,P I rT - �2 TRACT NO, WATER METERS,VALVES FIRE HYDRANTS ETC, SHOWN OR NO SHOWN O THESE T A ESE S �OivSTRUc'T DR/lrElffJY APPiPOACH PER 70, D!I'G, NO.305/tY/plf/SNOHiYONPGAN=�1 24R /!%¢ �nF. "''�RX. *• PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENY AREAS WHERE 1h'PROVE- q n GIN�G• NO, Q%/6 S" MENT WORT: IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED :N PLACE a ,,.. /NST/JLL STREET N.9/'1E S/GrY / E/j STlI 33 �A. o AS .REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. _ T IN THE CITY OF RANCHO CUCAMONGA, 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEER G 7 CONSTRUCT SP,9NGREG X GUTrE? /'E,C' S,Q, t-i�YG. NO. yp j2�/ 5dr gA//4 DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OFEQIN 8 CONSTRUCT d"TO B" CG/RB ONLY rf4N.S/T/ON SO;T 4F MARYIN0 S/DE%/AL.f+ C /AN p R /�R RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. -- COUNTY Of �/'1i�1 pEiTN/yR,DINO� CALIFORNIA LEGEND 4. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH 9 CONSTRUCT LOCAL OEP/46SS/oN PER STo, OK/G. ,T'O ,/6° 22 EA, _ *fA49/.�VG GRADING, SOILS TESTS, INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL �i/,�QTE• MAX. LOA/G/TUQ/AiAL 6" OR 8" CURB E GU REPORT SHALL BR PREPARED BY A U4L I F I ED SOILS ENGINEER. NE R /O /NST/JLL O - AD AC .1/T TO R TIER Q R i REPORT SHALL ST P S/GN TYPE R/R STOP B�l.!� DER STO, DIr�G•, NO, 402 � EA, � E .COT.,' s9'7, 9!; 9.5: /02 S,GOPt' N w ' � � T ,- r- - . _ O WALMJ' d3: l_� A.C.. PAVING OVER A. OR COHPi1CIED NHTI/E CO, AIN A PROPOSED STRUCTURAL SECTION AND :SHALL BE SUBMITTED TO THE CITY r !/d, //91L14 A STREET N M SIG ENGINEER FOR HIS REVIEW AND EVALUATION.APPROVAL LL B ' G CONSTRzIrr S%!2F.0 4LX e RAMP PER $Tl7. O+W /fO. 3+'.I+Quontjfy Inc%in /Lem 4obave ��St sF T T A E N LOCATION T WILL E OVEN WHEN ALL •�•. • TitACT A204S' == STORM DRAIN LINE (SEE STORM STRUCTURAL SECTION REQUIREMENTS HAVE BEEN 'MET- /2 CONSjRUET a" eiles onY/,x:7 STO, wxa /Y0.30f �/9� L. ! '�W R 1 DRAIN PLANS FOR CONST. DET) 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, F' A "u• OR CROSSINGF SHALL BE CONSTRUCTED PRIOR TO PAVING. � « � loG�• ... CROSS CUTTER UCT G .iA d CGRB GC%TTER TBAN's/T/ON o•� -- TRACT BOUNDARY 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFiLL, COMPACTING /3 - ct�NSTR 86 L. STREETLIGHT ORIGINAL GROUND AND ALL SUB -GRADES SHALL. BE 'PERFORMED AT NO COST O HE /C CO/YSTiPUCT e"CUR.6 ONLY PE2 5T0. oWCT•, N=.�'St7/ /99 L. F 30' 30' 411 P T CITY OF RANCHO CUCAMOMGA. A WRITTEN REPORTITH T ES COMPACTION T T T �/ CC SIDEWALK SHALL BE SUHMIT ED TO THE CITY ENGINEER, W H . TESTS J5 = COAA5T, d V,C. .rO Dr'RALLB�'z GUl2d 7a2AAJ+ PE' /2' /8' /$' / PEDESTRIAN RA11P T N IT E ICIN.:, FOR APPROVAL PRIOR TO THE PLACE 2 rJETA/L_ Sf17 i 30 L. z� - :OCAL DEPRESSION AT CATCH BASIN MENT OF BASE F/AIER[ALS AND/OR SURFACING. a 2i d. E 7. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED i TE TO /Co GOc/ST..i3 /ZC.iCGEp GCIEZES PE2 57i7. c�wca. gc�z, 36 L,F, yAxO.S 75 75' 4� 1_0.5:�P� SIR HYDRANT THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONSP --- .++ , STOP SIGN LOCATION COMPLETED TO VERIFY coc/ T "✓c. ra Roi c �o curs T24//5, PEQ v�r. Syr. 1 78 L. F. 1.7 i7/ L IN -£A) R-VALUE, SIEVE ANALYSIS AND SAND EOUZVALENT OF AGGREGATE BASE. (B) STABILITY, OIL CONTENT AND SIEVE A;rALYSIS OF ASPHALT SURFACING. - ''_�� S. WHEN ASPHALT CONCRETE TS PLACED ON NATIVE SOIL WHICH CONSISTS /fj GO�/ST- Co r'2G�G�D GG:/,e%� PER. STo. fJWCT �.�02 96 L.,F. �`o ��i// .... ...r�� /iiw� _ �- •�i� '�� 4 OF A ROCKY 1, Z MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS I�HICH l9 COAL-5! UNbER S/bPl•✓AZe 4>e,41N %YPf-II /PER STU PLAN#/�O% ( rod 3� L. F. l / L W/ T PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSION SHALI. BE FILLED 6 �O R•0•�•• I •I•- 7. .STDF_W4LK/S 'G�TUfcoE' WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. STEEL Tc'E9Rl2 3 ?/''`O.G __ TYPICAL. STREET SECTION NO SCALE l AW1FE'NOLG�TSA49Z/T, 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITt FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. 20 �T1VS S Ei�E£�L GIST '_ /le ,E 4. L SEE SECT/Ort� t4B0YE �IG�jZTH \/IGTC�CZIA W�NC�JZC)wr-� UPON REQU EST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 2l CONSTRUCT a%�'A.C. o/rER COMPflcTE9NA7ivE /¢9 TO THE CITY ENGINEER FOR APPROVAL. ���✓ 44/ P/(ti, 10. WORK SITE AND EXTERICA STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, 22 ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON RE- INSTALL TYI'� li3y "YIl%LD' S1GN �' . Ae%,90R/A,yTht1G- QUEST OF THE INSPECTOR. COA�STS/D=11%gLlf Z�'q/yS/T/U/V5 AiYO B"x 9"GPEiY/NOS rrY ALY -vR IY41L9oh iY/5TS' PEA OETA/C ��f/EET NC/ -'a693 S f Egs�ME/vT i 2 ' 22 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS PAVING RE PAIR K-$r 4 I AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, - /B' /8' 4, 5� F'U. E•�`Al,aIVT/NG TsioEtyaGlf- ¢' ELECTRIC OR OTHER UTILITY LINE INSTALLATIO14S WILL BE THE RESPONSIBILITY E'�SE,VT I (.. ,ER.SENlE/t/T, OF THE OWNER, AND SHALL. BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT 2r1 as' ! O5' ' !'S/oEwnLK.ORDINANCES � CES AND STANDARDS, _ pF (o"CIF.' G G/NE t .6GF `!'. i E<C EN/ENT ORDINAiv Y9_R GEVEc � 0:08 via Iy' s 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF < 5T0:'GYO N0, 309 SHEET P/O/YLY 2+ MAC / LU��+i. WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIST- _" • ' ING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FIOM HIS OPERATIONS, :_. �' • i/�� v �� // /��r//�`� 401- FIE5,4.-WH'cTHER OR NOT SUCH '7ICILIT ES ARE SHOWN ON THESEPLA► 5.W PLt, ^E PI a�Tj6.GF IE 5TIZ1=8T ^Afr EWr tAtR- COU2T 3 / 44 R.O.W. J .I. = 5.5 C.i"nzu_-p> PLO=%I✓ Foxc-420VE G0U12.T NA✓TURTIUM DRIVE 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL F'LLJ^ 7-AN1AP,1_4IG PRiti/G CORAL TREE 90AC> SECTION, BE INSTALLED. TYPICAL STREET SECTION NO SCALE oR0H17 GOUW-_-F LAWTAWA pIZIVE 14. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. L0'rLJ5 GOUFLT' 9G)06/AAtZlr aC tJ27F 95. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SMALL BE STAKED WITH 4 d� 6-c'd0 (ZYP,): I:;OPPYC94UR.-T- <-2AFFRO1,J C_oU2T 31 OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION I7A/' e)cx:> PLACE-r9-ILLIUM GOU12-7" JOINTS. VEft6L=1�1A COURT e3oUC7AlIJVIL._L•�A COURT E.O.G.\�� " W- N QypLIC�A1rJVILLIrP, �/AY 16. SUB -GRADE STAKES', DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE 3< 5- f 3 ,����'TgCir Tf✓E FOLLO`J///Y� .�S �Eulf//Ec?, POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GPADE ELEVATION ° 4//_/f10U.PS PR/OR TO E-YC./iyi4TiO/F'•' AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS, 'SUB -GRADE STAKES, SHALL BE IN PLACE Q/3? ¢per - PRIOR TO PAVING TO PERMIT SPOT CHECKING OF'SIJB-GRADE BY INSPECTION PER- .. I - . � .. ,.. • �, �. I '6il/ERAL 7E'LE LOCUST soNNEt. a y • \ d + ?ski''' ,?O- Bc 1'9L1'J,� 17. IF, THE ASPHALT CONCRETE IS TO BE PLACEDON SUB -GRADE, A SOILS STE-RILANT b 1-04pNA, CA, $/7cS REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORM- - r ti R LY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT ITC? j (<: t=l�t�. SID�tiVAL.KS - 3_ ;':' p FOB 510ar/5RIV e-QL/for4.N/A GAS t:0, 117/f) 529-,?"9 WIDTH PRIOR TO PAVING. CUL-DE-.SAGS; Ar`IO AT 'u Ili" a W Q� 2/9/ E c4/RCh' sr �7�4J S?9-t?i70 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON- R h Q» `"" W BREA, VENIENCE OF THE DEVELOPER THE CONTRACTOR SHALL MAKE 81S OWN DETERMINA- TION MAILE3oX LOGA"T.oN, s�EE ,. ;: Q � 21 �' F •,•'' Qh CA. 92G�/, .• : Q, DETAIL ON SHT. *� .0 oti^Q� o- Q aq�Q, - OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF �A F o CIIC>IiYdrYGA L'O- LYiSTER O/.3TiPIlT•' /7/�% 9BT?S9/ WORK,. REQUIRED BY THESE PLANS WHICH IS N07 SPECIFICALLY LISTED IN'THE I- R" ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS lV lL�� O- Ill E.O.GI I 96ir/ SqN BE<PgL4.PD/NO ROAD, OF WORK. o • i !- - .. : �• •. 4a' , PAyIHO c//CAMONGq a a vHrz as' 19. CITY APPROVAL DOES VIOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF i/v Os os, -- igll UANTITIES. _� _.,C7UT/1E,PN C.4L/rORJI//.4 E,pl_-60N CO.: C714) 9Blo-SBty/ 20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA ;?ANDARD NUMBERS 401 AND 40 /35/ E. F.PA<UCi.S.S'T. SHALL BE CONSTRUCTED AT EAfH INTERSECTION. oNTE.P/�% 2/. 7[L ,EX/SriN�: T4EEs W1rNiy COTS /79,_lgO,f` TRAIIS .4,.qe TO BE RR.-S RYED, coo _ ,qL N.4/VD CA, - .QAM.o i vPICA,L NAND/CAP RAMP cq, Q/7�./ w, C?44' RO.W. /N7eRSECT//!z^ 04�f°�.r�w'r`�i/TE�45'ECT/A5/G ENG/NEE.4:S NOT%lE T� �OryT,PACrG.�s 44- R'o W. R0.61/ 7/1EE,4:!6T,4,24:E,100 zoc,9TioN of ANY vivo r'�raU,Yra UT�c/rY�// CIVIL ENGINEERS NOTE TO CONTRACTOR: v TY"PIGAL.- HAI,JOICAF NP SCALE !O 9C4L_ 0R .ST. t-,T.fPES 51iVJVAIO.fITll=YaEi�LAiYSAi!.QEOBTArii/El� BygSE9IfY.5! CONTRACTOR AGREES THAT DF.41447A-9LE/_-x 719�cu�E / T.ONSAREAi .PGY/r gTE A.UO i AT HE SHALL ASSUME SOLE AND STRUCT13 RESPONSIBILITY @� CoO� I .O."�� IhJT�1Z�EG°7-IN �, j / Sf14[L ��e27.f//'iQ�fEO"�LL'TfiF f7ELG BY Tfs�EGLT1/TR.4G�lUrS� 'rO Ti/gT FOR J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- �:°CT, INCLUD?ING SAFETY OF ALL .PERSONS AND PROPERTY; THAT THIS RE DIRE- . 'iJ �QW I I� II j j 4 � // Aif//':/fi�Cc•.r^S4PYAL?/GSTJ"7Et/T G4.t/.[9�i}+gGtt•/If/AL/OY/'iL�NT AtYDjOrP Q i.lo �Gi LE /t S I ,1 3 lift /�/ 6�P40EGi�T.f/E F1PAL' //`f^t�iiV7' 7fi.'- rO,(/sRgGyG,y� � ,QE MENT SHALL A•'PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 24 18 1 1 �. Dws goo !/iPEOTC�,TA/(E GY1c Pfi'GT�4lJT/CWi0R1'MC'4&6 S 70-,f0)L-c7.,il/jy HOURS; AND TAT THE CONTRACTOR SHA`_L DEFEND, INDEMNIFY AND HOLD THE -- No VICTORIA C(T/LAIY G.rNC5' sf/O/t1v AND. /W- OTHER L//1!ES �'FiTp�',!(�FG7JrPo Ojp .OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIA8ILITY, REAL OR 14 - S'Ai(7{iA1 ON Tf/ESE ,o� 4A ALLEGED, TM CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, r1 y EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWi`.ER � I � '1'9 0 +G ti 7 � o FR•! \y< 15 " OR THE ENGINEER. L C7lr �2"t/P 3 �C Q�� d QO to I II 1+ G QW .. •• 3' ?" t 1 B } /moo : I`. SAFFRON. .P - .�. •. .a . • , x 4 �' RrZ/enuM -- awE m� i3 iro - Lf',40POSEDi J<"% vrRWl' % 9 -. 7 I�-- f//GHGAA'D T 4b DESCRIPTION CF KVI ON DATE APPVb i-- �E�UE N O. I 27 -` o ---.��LL.�I� C.LJI•�.�JJIl� 2 t 1 �L s� P RfE ' . ' yAlr/ES p �. ��2 As100EOCONSX NOTE C`REIPl GOQU IVI-Ir/ES /2• .7-82 -..: -. • . �\ • o pc+' Icvy>.•� � � a l �<.u,� /5�,a° j� � W 5.w- s 4 e 11 ¢ W � T ED CkLlf3/:67•' ALONG LOOP STiPfE7' 4-26-85 y u I S � 3� RE'l//S "Ki � - `. ' + �•� e ,rvvc«rA•'fwar v A'r �r ,I rQ � 3a I< G, ( gouea 12 eEa r e 5 t.-___ -1 oaq [ D ADDED SIDEWALK; CURB RETURNS i CROSs GU ER �_$ 5 e O CITY OF RANCHO CUCAMONGA I % _. l c <� OpGJ t / T•RPG-T• IZosL.A- � S I vrcTO/rirl y 5EB t7RvJG. _ I B1lSE P�IYylf LANE L//YE CC Epcs-E=_ c�P UTrEl2 V Z `� VICTO � 0 L L C.t v � 0 I-'' � Riq � 74Co L� � R ••� c' PP.GE OF GU{zP� � �'G.• � .��- \.p\ , � .�� r ��Q� STREET IMP .4 !/E MEA Q/T . LAN,S G-5 2 LIP r �. ,�" �, -I^ T. kEY MAP ����AOR Law 7R- _ . . ,? ' , i n ,4� NO OAS or cucz8 5:o P2' 5.0 l9 ley \ `A r /5 /7 TruNs o2ro^ a�1 I FJJ cL>zv 7zaus, 15 ` h TYIaIG, :t_ HfihlG�iGAt� 2^1o\F 2Z 17 � * -I; a°cu2e� �'� EIS W APPROVED BY G' a0' P_ O. W I Q-rE-:R--5EGTI I•.jq PLA t4 V 1 E (Ai * w 6"cuze� I, R_kTE C. E. q-141-'1 Z 1 saart.�/cL edu I-IIARo CITY ENGINEER' / 1 Ti`PI�.,4L FI cE ACCESS TRAIL AMP -u / DESIGN BY: v REC !ENDED: CiJIZ� TI2.AN51T10')�! FIZOI`� G".AA. /NA.H. HALL AND FOREMAN, INC. 3I 86 - L AIRWAY AVE. �L? err. VEiLTLGt\L- GUR.�? TOIZOL.L.�C7 ;yOT�-.• ^O�Tn uce_tee o�a� GLJ� 1J DRAWN SY % A, .1HEC hlc� 3GAlE ✓/C/ V/ / ! %V%AP STORM ORAAN AMPRDI-EMENTS (714) 64I-8777 - T0.6E A SEPERATGr SET OF ✓R. W BIT c/ / Q F 17 ivo scAtE ,ORAWIIV6S ToBSie.,-.Y; �-DRAWING NMirTEvKED B H/TfTRACT /2056. ?SdDOT6E /OJ 0. �. R. C, E. N 0. 83 40 I 1 anx REDUCED PLANS 0 I � 3 1 I, 1 I 1 r I, i 1 1 1 a,i 1 1 1 --�3 INCHES ON ORIGINAL PLAN-- ii < - / CrI_1 -Lir2 -L`f- v/IT1-1 1 h 1 NOTE: /NT TI2/ic�T 1J - (204 I Ql 8 , 0 TH/5 AREA TO 8E Gi7NSTRUCTE! N \ 7 b. 'V I CAR �j O P F/PST rri F THFSE TWO 6 -- �\i H/ST c f _ /� :a�� • 40 . kOb, JkO CONCURRENTLY W/TH 79AOT /Zlns4 "� Q SEE DP/tC NO. 531J Q TRACT 12832 a'41Sy- TPAC73 COSAST Pf1CTE0.� /2' /B> I� �' M1 ?3 tSL^. %/NT VO. J(/C70RIA lv/NOROW / 00,- tiP THE F/PST CIF THESE TIND `� �i' S6 r�EET /l/O• / ^ r�f02.081DUGA/Nl2LGE.I WAY DWG.No CO/V5T•4QCT.` aoy, ! u l -' �/ BB `SD ZQ E (RAo) �• � \� � �j' � � I / P NB �OUTLE� E,/o4cb' 4 I Q1 9 Z3+-993¢ 2 aa. TYPE3 V� \ S c, I t5 I ^ 0 .� ...., , . - ` 0 ti \ �.: F1 � A 86' z/ S E(JP) I \\ // * 4i, �L' x �� ,1 t / •/ T A l 1 r / / \9 9 y y'I 2s"PY.C. N...S, ET i�J s'•�..: ! t T4.. ...,,:. �:.:.,� .OD S`',. r W=(5 N _ I L.O��'\AA' F ti•, ti EASG=MEN7I 1.11 .:•. ,: \no �, r-2 ' ,/'sin �A s El�-7RA, n - � E G/(`1 �3r�9ieGR . I>Sy {'93I72I W.G' ,CT BOUNDARY f30U G.9RY u�9 }�\q��i /4 /56.63' l�i1C • b _ - ,tip \V 7,� f, o. a-� t � _O '~' \ l474 a _. � �p CIJFZk3 OUTLE C O fP I 2 k�° PEN NG DETAIL 2' .. , 1A � , _.. _.a ,202.fa5 d z _. - - ...., 3Z2 r I._ _ 42.48 N.T.5.. c? . RILL _._ N J _.. r. 20 .tq, ,JS,.. //:/ ..zap ". .rR••;. _ _ " o>,:.._ ._/• I� �q gDG `JbACH EDRrVE r a��• 5 R.cP — oh '•-9�pERsr � �ry ^.`5 <� .,, �-m ... _ I 4� .� 'H' -- .•.•.... _ C �� = r ." � .� (r'.. \ ti r R= ,�• .0 (� � �0 9 u8D -� —.. ._ .+._....: — a a. ..: .a• V 00 e ��G�• - � �✓'(=� g_t I �b ,:./_-,ooiizs. oo _ras:oo• . _ :..•�C_ � a, ID:4 \ G f23 IL BD�jGGt2b �h�° hl ;?0" '-4Y `° r J, y, N a �� �•,m Li9%K 2h qc CPEI� tt 141 • m C �✓.� TRACT ;� �s.FF svT o, ^� ��' >,�3 / � � � �• / '4� `� � �z m� �� �` _.•.•.•.•••.: .•:•::; ,. BOU/YDARY 'LEI � '' :�, � h 0 � , "� • ! � � \ \ (� G' ( 2,D i/•� L2�i�" Zlo + _ `�� �; a o m \ 32 rye �.MA�P/S/c' C7!/E G'T "" o WI u, W 3 � � ,1�• L 3sa' TG �• SE= SHL NO. f4 J�Q1 Kn �qj %6a�2 �� 't1 p SEE SHT. NO. IS W 1"� q 11 29fao.60 £L r J7p. YiCTGLPG4 W/ND�OWS zoo,- r m I� r , .14A �. C%' ct M o� SEE SNT. ND. 14 \ �Cy4t,., X �\=:/6>•62.35 S,r_I'�RBER,eYSTREET NI �CR � � W /^ � P � Q 5cj �� ` N�yj dim Nw Nlm \•/. Q' i ""URVE `OATA NO. OELT.4 RAO/iJS GENO TN TANGENT Rzw4RKS C-1 9°Z9'/5" 63Z.00' 104.c's" F2,44' I- FFr&IRB ',-2 9° 29V's- - 650.00' A 7.63' 'iFg•941 Z 0-3 5° 58'Z6" 668.00' 69.651 34.86, R/GlIrCLSRF E-4 LZ° 14' 59" 985.00, 2 / a tF9' / 05. 70' LEFj"CL/RB C-5 I 9'39'/3' G 2 /.OQ' 172.02-' 86.22" R7GHT`C!J,ee C-6 Z6 ¢Z'4A 404.610' /88-36 95•92 E'/GNiCIJRB C-7 I 26"42'43 44000, Z05,14 104.47' L-=l=rc•LIRB 0-8 87'Z8'4F` Z700' 41.ZZ_' Z5.84' L7.-Cl4e6,ei5F C-9 92146'591, Z7.00' 4L, 72' z.834, 4rCURaR'E7_- 6-10 2 ;-8'i9" 9/O.e70' 47. 20' _23.6/', SILI/ERBcPKY C-11 2' •1Z'S4, 19/0,:70' I 43,03' / S Z' 5/CVEK6EKRY G/2 1 01C100' 1 4,/7' �.U9`' g•51L'VfRs--'-T T';4NGEN r UATA N- BEARING I OIS'TANCE rFEMAR C� r--1 1v/0°46'0/'wm) 30.00, mB_/./ORYTO 0 r--2 N /O'.90'16 "w6e) 30. CJ0 9 TD TP, BNORY _--4 /VO ;rAV ICI C T0,4?I A PW YDRQ WS L '� 0 ;� �� REMOVE EXIST, CURB* GUTTER. ADD DRIVE AP- © °ROACH FCR WINDROWS ELEtiiENTJIR'(SCHOOL. CONSTR ,Li; [ Y 6'N NOTES �i R, �JJ4�� /Oa4 ADDED 51DEWALK 3�Sly �y 4)31 -W06-C q3/ a A-0 G'm,5,rvv \ n� G• i' ( , g QESCFJP710YJ OF REVISION DATE APP'D. 2 — CONST. '8' CURB GUTTE t :PER STD. PLAN •30x �9 �ey'�r \yo .� �n a' J� �� , „ti 1� 1��i� 3 3 d o :y(s�ts j')�/'.y �• � `�' 9 � S� q� �� f. q, 0 q� ti� yS \g �� � , CITY O� RANCHO CeJCANI�NGA . .F_� r�— CONST 4 P , .0 SIl1EWAL,C PER STD PLAN 310 m \� - \� \ .. \ : . \� , ' b. r W=15 G' .. 1' 6 INSTALI. STRERT NAME SIGN PER STD. PLAT; 1401 6 7� CONST. SPANDREL & GUTTER PER STU. e308 ' 1984.4/ -' ( 3a fLti59 � '� _ W_.28,. FLDYJ- 9\ PLAN AND PROFILE �— ss - \i�h \"� 5 AlOR— 711 VICTORIA Wlly� ' 0 Fr Gt/S L OoP CONST. LOCAL DEPRESSION PER STD: A'S {`DETAILS 0 RT. ~i CTA.22-,,•A ., Jfly :C �fF�6 �? AV STA. 33 O0vU ww En3M ro 20 . /NSTAL= STRfb'T L /G.HT 11 - CONST. STI)EWALK & RAMP PER DETAi� 59FETiI 1•t_ 4 c%V5- s" CUP8 o�LY 4ti. 3�aF5' , � h\ n f!• q- 3��� h�g��'y. h VT? wPLAPO"c�°vE" jJA, CONST, S° V.G.. TO 8" kOLLE7 Cl 28 TfANSIi fCff \ 'C' \ `• F' 3 wa _ /(0 - CONST 5" ROLLED CURE PER STD PLAN � 902 <�/—ter N, / APPROVED BY JJDATE L� y - / (IETY ENGINEER: Fi.C.E. N0.2�8. r z• a. a. _. e, `g$�7' fLOW igb1, Ry. e W = ze' 6 FLOW DESIGN BY: FOREMAN, . COIA ENGEa c C _ HALL AND : OREMAN , ING . L..0 M.4,H. o!/i.Q. 3I8@- 6 AIRWAY AVE.o:6Ay� ic1' 'q N !' r.;:}d, ���s SG G•' +Q. ai ;%� .,, 8 L Y0 i; . br.1 0 w �•ti si_ cgs'i,ci r— B a �> . _L_ ' Z —� zX z.,,� . r �h _ � .. tv 5 \A t /, `-° >>, DttA N 8 COSTA llt�A, CA. 9262a ;� x-4—x C 1� 4,/ \'� h4 �d �� �o s ?� \g6 Iq4 �\. \p v: zu a �� �� W Y SHEET\� C 3 /gg 3 \g e STC4I 641-8T77 T'oenwnuc _- 46 0 40 AG $(1 � .1 o r� 1> \nJ0 a s %RW A.E,B 1 2 OF '2l' _ 40 'av �w a . + q T1'P1CA1. WESTERLY' PARKWAC�3EGTf,C1J CHECKED BY p i 1 1�L ��1 � , J DRAWING NO. -- scale fee, N� L00,41 XPRL SIe�Nyf�A/Z 5 N M.A.H. ` c >a r a - �D -SOUTH JF SILVERISPRRY STREET - WI , - .DATE R.C,E,.. NO. - J.N. 3I56 a i ? DUCED PANS t7 I,II j I I i I I I 2 3 p INCHES ON OR1CINAL PLAN J Q A 3156- 3 Q �1 I ^'_/ �� G✓I' ,Br r [ ; 47>r27.9/ /NT. NO2iyV/CTOPIA LV/NIJPOWS LOOP G iG, 2t 92../9 SAM000 PLACE q �b N h 1 yi s Q pU'5�3 128 8v!/NDARY V I Rq Tyi S `I� q �kp \�` TRACT _T y V l V 1 v A / ' ^ . h ; s�U,4 ,r2oq .: M ry 000w000 ,P/- - CGRB oaTZEr 0PEN1NG DE7,9/t z.,¢s a� 52'/Q'•W r I I , �1 { IELEf26E.4RY CT. o �.'. �, a Tl�f n, v ryry,,O_ RI �" \-`a�,V Q- Ty,S A,pt:lT02ECONSTXUCTEO /V,T,S. //• G '-1 ldOD••I•lQCb Ju ( . , 10271{Y/TN?RACY /2G4�, 5 99 \ V OR W/TH THE AwPr OF TNFSE SO t33 Z3 ��PADl v TrvO T.PACTS CONST.PUCT i 111 ; l ua o s zo „ x to cU.PP OPEN//VG / J m �F IJ J o Ar2a o Ejj Oc ��__ +'�% �9:.Z2 C < o _ A /• i, o .3/ 4'a /4rRj� I r� r\. �• C- �C �`(�' ,A k 1L 4 r,a ' }II G ., F ° o. :`." /' QI BOl1✓✓OAr?Y! , I _ o� '- a �� J �•4;�. �;. � 20 .0 8 .,�,�,� '•.. � ,_ m 4:/ MAX. "• 5' 3is.8a• s-.: —� N�iQ 4•'l MAX. �,, \N S' � J ra ./ ���_ •`3, . ,, , m of _ ., 7/06B.__ .._, _ r. „' � f0> I 33 C. vc l0 K. Y 414 E. IAA Q i f'� , 3 r 'Y ram. 6 v I C S _-_ ,� . . � '�✓ '..cam.. ---;. ✓ , t�.. , .- . l ,.�. _. �. � _1> ..:. i '?_ S ` / / .� r 'j� °ys / � � �q\,,�f � c _ i"�� . -,... . `_ - -, . I. ... , < , .,. y; • ; 0 r �. �eryb: .. 40 _) 3 /�: 'Q R � ♦ Z mil\ /ia:ze SE o 3 l P Qc fN: , -.+?9,rY' '< :I3sa'3•..r!�\;. o �• -.. re ��'- — 903 G `�. ` y %j'CC N Y m �I 41 z z4so; 'I ��o /r -: —I—• o k ti �� f.: z n� W t•,c._Z. A Cj ', h �� I _za.Ea k7:9 ----ice � 4 X y v 1= Dada • a .r. �% . Z• r_ / r, K m W III . Ii1 Ri Q Ez^R. z 1 ` S. °R f , . , c• �a . 4� ' / y (OL � \ � � �I , A I' l�,. � G_,3 � ?r- � R" ,U�" "..f� M Z Imo• r 52+0/.¢! L I.VT /i. U//%lJP/A W.NLnGLY_" LGJP `—� = t tL!"i, Ii� .ROCKY :QOSE AYEN!/E `- 1 7/ 5 78 // / 9 ` 70 ! •�r� try c30UGA/.Nl//>� LEA CT. BAMBOO !�L e 72 77 RO x Ry CT SHE. SI-lT. N— 16 o _ _ � • gal=E_�HT N-•,8 SEE SHY. N-..• !7 I ,� �I h � '� 6�a t-• � , 4¢t0/.93- I/VT. NO.PTH IUE'TO.P/AW/NO.POWS L00/> m SEE o>•ao,00 TwirvVOe OT .i , ►\ � :r,r�,• , ...r •:....ate , . _ , s • c 0 a _ i.A ..CF` ,'�% h. I� V 2/ ,CE, _4. .J/ SG try •: '!l .aa'i�if,�• n'�� . I nv TANGENT rRE/ IARI& Y3S4' LT. CUl�B 7,4. 70' /6238' I Rr clLPB /5/.1°9' R T CURB 00.66' //6. 9/' L i."C`1 27.4G'' L : CUR�3�P 28 O L r&'1Xf ,fF7 Z6:0T CCU,f3e,r 24.00 z &1.f8RET. c'L.G42o' if G O.•fYJ' Ac y L/Ior /5' V / C.. CJpc I A4 W/N.(J/4CV lN` Gf a�k`kn. `" �; wu � � � % � T¢r�� i 1 �k Qti b ,�gov � 5 �� �� �ti tiro ti,� k� 3/t74.=1c/NT. 6Y/Tir EX/ST, /t (/i , (II % � C0 ��j� J J i / // L OOP {QI AQl, l I ltQpO�" k0 Q\• / ?/� ATIONL/NE /To6E {Q^,�y Meg OGT,ET GPf/i///1�'G DET�;_ CONSTRUCTION i IV-7-T. FLOW �' W-25 ,�a ��Q�r\��� CITY Off' RANCHO CUCAMIONGA �` cc�15T /��A" a•6. ovr� r�nnp�ea NA-ci�r;- — - -�-" �v6��ati �g ��• 2 CONST• 8' CURB 6 GUTTER PER STD. PLAN s303 _��•— ,. tix �L^\3,��f•' G� $ PLAN AND PROFILE Q4—CONST- 4- P.C.C. SIDEWALI:...,,-R STD, PLAN 4F310n y a �Q ��• • ♦/ oA /�;Sll ��XNORTf� V1-,,-7-001?1A W/NOC-0W.- /-Odla , �7 CONS I LSPANDRELSTREET N6MGUTTER PES STD. :s308I\yIGN PER STO. PLAN 90/6 \kF�� y 1 f sj �p` 6-r^ 4?_+<)ei.'7-? TO s-r 52 +• 442.-71 \a--- CONST: 6• TO 8- CURB ONLY TRANSITICir pti�9 b h fit` aQ� y �,' y /� ^ A, C t�9 CONST. LOCAL 3GPRESSION PER STD. 9518 \� Fh �k 1 �1�'�Qr \ I� TRAC r NO. �2 �iG1 a7 tip' c e v APPROVED BY DATE —� CONST. SIDEWALK h RAMP PER DETAIL SNT. * 1 z> ,.�' O r1, �- ALDW ` yti CITY ENGINEEk: 1+r` R.C.E. N0.23 l5 GOf✓,SL 8 "�6. TV 8" ROLLED r,uA13 TRANSITION PE,R Vr--TAIL s;4r. " 1 FLOW r o YY=25' 16 CON5T, 8" ROLLED CURB PER Sro.. PLAN s902 7 = r�l DESIGN BY: FtC%'3fAMENDED x W HAL_ AND FOREMAN, INC. Ro zNszAct srNEETz/Gtir% 8t�` MAN c/aa cc 3166� L. AIRWAY AVE. h a,'?�, R�a6a COSTA MESA, CA, 92626 Io\aa �� ►714? 641--Q77T` �SH ET Zf 40` 40 0 40 8Cl �f. \ �Qf• OZ �. wr is OF 10 = h _ ,f_ h w0, �' CKEG ING NO. BY. d 1�J'4�'12r>-- 'DRAW scale feet • :.• h^ �, , DATE /_� R.C.E. N0._ J.N. 3156-Z Rn X