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HomeMy WebLinkAboutRc St Improve Plans 968/1* Thru 969/3 968/1 968/2 968/3 969/1 969/2 969/3? .J lJ'JY"'�J fir 3 J�OE�r<4br 6A3YWEA Tr ii a.$''OEWALK EASEMENT " A/'1O RU.E. 4AID P. L(E. ! 50' 25, ZS, 7' !8, /g 7' 41 3' 1 ,�_ LEVEL 0.04 -� G/NE1. /7 /.7% -- — +.a �Y LJ 2 T./ =5 7Y,P/CAL SECT/O/i/ nor, 11°AL01MIC srREEr E9�'LE /"EAR AUE�UE NET /f11r1 P 5rif z—r ,CETTL E 1E4K GLACE 3Q X _ REDUCED RL,ANS z 3 3 i'NCHES iJN ORIGINAL PLAN TITLE SHEET FOB TRACT NO.. !297*.o*1P% TKAaT 8C�NIFITY I ail 36'"Vc.R STO�PN1UPANIiI I I I /DER f iLJ 86/7 11 TT I I �� i STREET L/GMT!"TYP.) 27 EX I STING IMPROVE ENTS PEK P.M, 91./7 EE t-1E Ne 2. QE _ _r Jul r, MT. PAL04 AR G-r \ i 1937 id 35 34 04G 39 \ \ Q Q0 ¢i 4z a3 44 4s m i S(GN CTYP.J I' 48 v��` — TRACT BOUNDARY �-- R/TTE� Al 4 Vt-'VtLkJrtK' _ MAR! 50RC)LI-f-3R DEVEI O tc-NT CU RP. 2029 CENTURY PARK FAST LOS ANGELE'S, CA. 900r 7 (213) 553-5153 P' TRACT 130UNDAY �o'RC.R SlOP/Y G.P.'4141 i/!!-O X 1*-IRR SC'gLE,'/�<700' �/PFic/E�'l S/TER rRacT M , FOOTfi'/LL F (F!/TU.PEJ GENERAL NOTES' l_. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIOWFOR PUBLIC WORKS CONSTRUCTION - CURRENT EDIfI(_-N. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR M)HERANCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPFLINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR PC'3R POLES, WATER METERS, VALVES,F/RE HiIJPAA(TS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE 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. 3. A PERVIT SHALT, BE OBTAINED FROM THE CITY OF RANCHO CUCA)%ONGA ENGINEERING DEPARTMENT PRIOR TO ANY ^NCROACHMEVr OR CONSTRUCTION WITHIN CITY OF RANCHt, CUCAMOr4GA EASEMENT OR RIGHY-OF-WAY, 4. P,I109 TO /NSX4,1 rIzX/ Gf R//Y P9f//rYG, 4 4,14lE4/4L9 iPEPO,PT SF!/ILL 49E SIIBmnlydw TO EA/G/4r'EP G(ST/. v,, ALC TESTS ae OEiE,eN1/NIIT/DNS COt/PGETEp TO //Ef'/rYt S/E!!E fJNALYS/S . 117 .�'/wl E4(//((ACEif/T -&1fSE; 5. ALL SE1IER, WATER, ELECTRIC, GAS, PRONE CR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 6. COMFACTINN TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THIS COMPLETION OF PAVING MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DF'v'm!NATIONS COMPLETED TO VERIFY STAB/L/TYy O/L *R' Mrp-'r AA/ALYS(9 OF ASf�/ALT P� .'. 8. WHEN' 141, ft;1fdIXWe6TOrxE PLA^= 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 TIW4 THE NATIVE MATERIAL. 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE .^,HALL BE CLEANED UPON REQUEST OF THE IIQSPECTOR 11. THE RESPONSIBILITY 0' ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACKNZNT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE.6rl/rZawAND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 12. ANY CONTRACTOR PER17ORMING'WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY n.d5PONSIBLE FOR ANY 'DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR I INDIRECTLY FROM HIS OPERATIONS .4ffEEl.WO.eHOTXZC4e FACILITIES ARE SHOWN ON THESE PLANS. 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE INSTALLED. 14., L'611f/TAe7_ALL (!T/L/TYCOii'P4N/ES AS zz,,o (PEO, 48!!OURS ,-elae TO EXCAli//T/Ory 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" D014EL PINS AT ALL EXPANSION JOINTS. 16. ALL 61"x ,STAFFS 6"1 1?z Ar SET BY THE COf/T�i1lTOC' OF ENC/f/EEP, P9!!/i(/6 S'TA ES 9Ai P L QE SET AT ALL H.: f0/f/lS, EGYJE 0/" P,44EIwNT PO/il/TS !1//TiY/.f/O.O/ "Val OFSY/B CPAOE _<at1d r1aA1 ANO AT /�iT h10RE 4114y 50 FOOT /�x1/ALS. AOO/T/ON/Y 6Tr4e" .my BE ,e ml,PEO BY C/TY E.f/G/.GEE.P AS /! 25,;EO AT G wey,O O,P YE,2T/L.fv L'U,PIlE AREA; Sl/B-ae-opr 9T/ICE9 9//$7zL LI_- /if/ ILAL'E P,P/O,P TO i : PAID/.,W TO /w//Y//.T 6WI, erArMIM, Of 5Y151 &I ! _ BY PE.eraxl rz. 17. IF THE ASPHALT CONCRETE IS 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 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE 2STIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. 20. STREET, ^.;N9 PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. :9F//JLL L, r`E,eFO,eit4E0 /y ACIr/PD9i!/CE �f�/16� P l�//Cl� At/O P/ll��itE/YT TES1�i TACEiV TO, EE7,W 1,VE STPI/CTl/P9L SECT/Orf/S (�-,P/O,e TO F/rYAL -i4w AR�POI�//L 22, ALC UT,/L/T/E , FmE 11Y/-71exoC/T5', grxc ,,5r 6/G1-/T9,N/A/L /3nXE✓,ere, gAwZ6 /3E f�L�JLE7 e,=11/A1V T//E S11: EGA Ze PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ISSUMPZ SOLE AND COMPLETE RESPONSIBILITY POR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED .TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL L-_ILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, THE. CONTRACTOR SHALL BE RESPONSIBLE IO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEEF FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT '.,0 REPORTED AND RESOLVED. ENGINEER'S NOTICE TO CONT_RAI;TOR THE E.'ISTENCE AND LOCkZIO4* OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IT TAE FIELD BY THE CONTRACTOR SO THAT F.NY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/O3 GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASPP:dS TO PROTECT ANY UTILITY LINES 5HOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. U orlX1177 /WWI NOT To BGFRLE CITY OF RANCHO CUCAMONGA ___l, STREET IMPROVEMENT PLAN TITLE SHEET FOR TRACT 12936. APPROVED BY DATE CITY ENGINEER R.C.E. 23,969 DESIGN ✓.✓. z. { ( HALL & FOREMAN; I NC. R ENDED . DRAWN 318E :,4Y AVE. SHEET R..S.'R. COS" ,'� .:AL. 92626- 4675 I OF 3 CHECKED (714) 641-8777 Sc -_ R.C.E.NO P-5917 DRAWING NO, ✓.J.L DATE.MAY'13, 1985 FILE NO. 968 _ ,IAI 13 -AL4 CURVE DATA _ d R L _ T _ 6000, 31.33' 16.01' 15G ° 41' 45" 58. ow 152. 55' C 9Z' GT 09" ZT.00 ` 43.7Z' ZE 35' D 9.1' 47'09' 4&7.60' 7Z67' 47"' Q 41° ZB' SG"' - fB7.00' 135.3T 70.:61' Q 49' 17'45" 205.00' 17lo--3B' 94.OG G 3G' P6'54" 229.00' 14f.73' 73.35' loA.° fB OZ" 20.00' "el" 13. B2' l 9l0° 15`ZT' ZQ.OD' ?3.G0' 22.31� O 30 X REDUCED PLATS o 3 INCHE3 ON ORIGINAL 1PLAt JN 347 c 3 0 2 � ion4o,90 ° PNZ fi,1j `� v 1 11 yG 1S 14 >3 1Z1f4 8 7 a 5 0(- W1a�0# CONSTRUCTION NOTES C pW (D--- CONST. 3" A.C. OVER 4" A.8, CONST 6" CURB L9 GUTTER PER STD. DV✓G NO. 303 (iY1OD%F1EL?) I `� 0 CONST. 4 P. C.C. SIDEWALK FER STD, DWG NO. 310 CONST. DRIVEWAY APPROACH PER STD. OM3. NO 305 (W=16' UNLESS SHOWN OTHERWISE) e N 5�— INSTALL STREET NAME SIGN PER STD. DWG. NO. 4O2 j 6O— INSTALL STREET LIGHT (5800 LUMENS RPSV.) � - AOJUST 1VAA11-10GE I-RAM-6 f Ml Z-P TO ae%9EA4T. RITTERY STR---&,FmE7m +11�Kl REDUCED PLANS 0 1 9 3 Ll1.i i 11 3 INCHE' II ORIGINAL PLAN CURIE DATA A R L 2B°5T16" GZ.00' 31.33' /(a01' B 142° 11'44" >B.00 143.94' 16.9.3B' C 143 22'97" 6B.00' 145.14' 175.26' D 33°0700" 6200' 35-84, 18.43' 7° 3107" 597.00' 5210' 26.09' (� 24° 50'39" 415.00' 179.95' 91.41' G 13°43'29" 433.00' 10472' 32.11' 67 ° 22' 4B" 97.00' 41.18' Aa79' / 94'17'07" 2700' 39.7P' 24.43' ✓ 90°d4' ZG" 20.00' 3(GT' 20.210' _ BB"15'S5" 2Q00' 90.B1' 1940 © B7° 22 4B" 45.00' 616.63' 42.99 4072' 18° dln" 4>5.00' �9G.99` �9.12' 0 S 0 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE IVIT RITTER STREET a KETTLE -PEAK PLACE TRACT NC. 12936 ( SEE GENERAL NOTE NO. 1) APPROVED BY DATE ! ( `' CITY ENGINES R.C.E. 23889 DESIGN I 1 RECOIAMENDED 1 1'T/ V'T I f'' - V f CHECKED beta, sGcon a� R.C.E. No:2A7 DRAWING NO. DATEM AY 13,1985 FILE NO 9t°B 0 Vt .N CONSTRUCTION NOTES AND ESi INiATED QUANTITIES _ GENERAL NOTES '�. � 1. ALL WORK SHALL BE DUNE IN ACCORDANCE WITH T53ESE PLANS, THE CITY OF rtANCLiO CUCAMONGA �� � T L E � HE E T FOR � STANDARDS AND THE STANDARD SPECIFICATION3FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADIRANCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,. VALVES, f/YEHYOPfIN7i, ETC. SHOWN OR NOT aIIOWN ON CHE5E pL4bI5 WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACEIIT AREAS SiHExE IMPROVEMENT WORF la TO BE DONE SHALL BF REMOVED, R ACT NOe 12938 RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCH() CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM Tiff CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOP. TO ANY ENCROAr,HMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIcxT=of-wAY. 4 • PI HT TO /NSTALLAI/O,V Of ANy PAU/NG, A t?AlEA'/ALJ RE.oORT S.S!/JLL BE SIIB,H/TTEp TO T//E m- 6vx1,vEER L/ST(NC lu rEST9 O,P OETEPiY1/Ni11/O,YS L'G :�PLETEO To vER1y 9/EYE ANALYS/S QrVO SA,YO eal11A/_ENT r7f .4=45,6A1E BASE, NO. ---- DESCRIPTION — � QUANTITY UNIT - - 2 3 4 5 5 t n CONST 3 A.C. OVER ,O AB. — t • - aoFiEo � PER STD. DWG. N0. 303. (M / J CONST 6 CURB a t,U I TEr� CONST. 4" P,C.C. SIDEWALK PER STLr, DWG, NO, 3I0, -�=18 U� NLESS CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 o N 0 E+240 INSTALL STREET NAME SIGN PER STD. JWG. NO, 402 , INSTALL STREET L I M T 5GN LUMENS Fi. P S.V.) e �2.$ 40 3 285 � St+212 � — 4 1 I SF LF SF SF CA' EA - 5. ALL SEWER, WATER; ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAIMS OR CROSSINGS SHALL STREET TPEES — G4 EA' - BE CONSTRUCTED PRIOR TO PPVIN(- $. COMPACTION TESTS OF E4tBPNv*1c''t "�, '' TRENCH BAIKFILL, COMPACTING .ORIGINAL GROUND AND ALL SUB -GRADES SHAT".,,, "'' 1'. COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH TFi .' "" ' HALL BE SUBMITTED TO THE ,CITY ENGINEER, FOR APPROVAL PRIOR TO Tr_' BRIAL AND/OR SURFACING. 7. AT THE CO?TLETIO'• 'IV 0, ,0 i .„PORT SHALL BE SUBMITTED TO THE CITY ENGINEER.. LISTING ALL TF' •" ;" ,F.TED TO VERIFY 81,4,R&11Y, O/C CONTENT ANO S/E4E AlVWKSW al' 8. {THEN_ 1Af1*'9ffA, :.. 1✓ ON NATIVE SOIL WHICH CONSISTS OF A ROCKYMATERIAL, THE SUB -GRADE SHAL,, BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL 'VOIDS OR DEPktd.,', SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE. DEVELOPER FkOH RESPONSIBILITY FOP. THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THS CITY ENGINEEk FOR APPROVAL. 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, n_.DERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF .NiE INSPECTOR. 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE (JVERS, PAVING R''PAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, EI,.;CTRIG OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE.XW_E"' f eAND ' :I+LL BE ACCOMPLISHED IN COIU?LIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FA"atZLIARZZE HI±SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FAC:LITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS-,/f e;5:Feae/,V/-.rr"ACILITIES ARE SHOWN ON THESE PLANS. 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETMIINED'BY STRUCTURAL SECTION, BE INS TAL..dD . Ic CONTACT /LL Gr7L/Ty ealwl ,'N/ES o ,PEN,'//REO, 9B NOU,P4 TO EXCAlif/T/al 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS -RAN 0.40%, SHr.LL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. 1E. 4Ze 4'RA�' erNeE9 S//9LL B� SET ,BY T//E 40Nre4ZIlO,e O.P ENC/NEE,e, PAI1/NG STA,YFS' NHALL r3E SET AT ALL //=-47 PO/.f/TS', EODE OfIAAVdW5NT inl&" 'O.O/ fODl Of„ S'v9 -, x-,,,1E ezzF /IT/ON — - - _ - „ _ — -- _ * ot1:4/VT T/ES SM010Y ARE F, 'Al PERWIT ?UnevSES ONLY. CONTRACTOR /S T!I OETERM/NE H/ G�{YN QUri%VT/T/ES _ ANO :?T:f/OTL10�E TF/Aif/ FGYJT/rYlEiPGALS.AR?/T/Ot/rL S'TACES /G19l BE ,PEO(//PEaq Gty C/Ty E�ll�./f/-Ee 0Nt% BOO A S rO j9 - JOB. A9 NfEOEO AT mpIcED ae //E,PTlew, e&"z' 41eex '. X 1 delwW' S'T//CFS SfH9LL /jE / Aee fP/OP TO PAU/f/G TO /E7e4f/T $/'OT %!E!'KiNI� OF 5Y/B'C,PF10E BY 1.i/9/'EL'11aly lE,e.4111 GV4621 . 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED TY THE E.R.A. FOR USE UNDER A.C. PIiD P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER,, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES rr r-tr r ((``�� r-) r ra r) -r \/ BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT I I�,r, ` , D. J- rS :J F I✓ Tl J SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES' SHALL BE CONSIDERED AS INCLUDED IN THE 1 OTHER ITEMS OF WORK. EXIST/N6 /rfIP.PQI�EMENT� 19 CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. ST.PEEJ L/GHlIT.P�' B,�j7�/Y�j,'/I/ ST/PEET 20. STREET 5%G,t/6' PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 ANr 402 SHALL BE /: A -A 86/7 _ /M.oROI/ENTS /E,P P.4Yr 0617 __ CONSTRUCTED AT EACH INTERSECTION'. < r 2/. EAU/,f�:' SHALL fE l�.PFGlFh1E0 /N ALC'O.P0.9rt/Cc LY/tf/ /�=:9LdE Art/O f396EiLJE3!/T �` -- — —' 1C - — — — - �— TO OETEE'4/NE 9TP//CT//PAL S'EC7• a P.P/O,P lO FL//AZ /CAN APF20!/AL ----' --- --- r-----5� :1C T1ACT }gOUNOAPY !i % /!/ 22 NCC !lT/GIT/ES, F%,c�F NYrJ,p/J.</T , 5l� E7- G/v^f/T6, NIA/C F30XE'S;PTC. f f1gLL F3E ITPACT BOC�NOh7PY— �Vt V JEf//NO T/iE' S'//JEGYPC,E' J /D !/ J2 /'3 /4 /5 /� /7 /8 ,'9 p a 2/ l J/ z 32 ✓7 '58 39 40 4/ 42 43 44 45 46 47 - W I 7 I y l W V I I EE HEET N4 3 -� /�4 O @ 2'7 II 30 i / 3''3 SEE SHE N�Z m Q - 3(s MWAIMOrH PEAK mmfr UXEMAL PEAK GOC/RT � c- 29W TRIVATE ENGINEER'S NOTICE TO CONTRACTOR CD 6.' � ij2 `/i ���BJ I � /�V�` �t I � J CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE I J1 -1�• �� _ , _ J W \_ ✓5 GG �� 4 A CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS �: G ,¢ �Z 2 ,�- -- T- ~ �i / / 53 �' Z T In Y8 AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED .TO NORMAL . i 7 (O ! 7 / i/EfY ----} COp f I WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, A9D HOLD THE OWNER AND THE f� cE - ------ - T•Ej � \ \ '/ :ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION 11ITH IIIE • % r�• aoLc o Rr � � , � 5�o L I PERFORMANCE OF WORK O2. THIS PROJECT:. STPEET S/GN�TYP j �' /?`r I \ THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES 'IN PLANS AND/OR FIELD CONDITIONS 11-L7 IMMEDIATELY 10 THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE 1 I \\ I RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. --EX/Sr/NG /rYlf'.POt�EiE1ENTS �� ' �E"/5'T/N6 /iY>PiPO!/Ei?E,bi'S � � I I PER IM 8617 �M. 86/7 \ c ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON .iTRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APRP.OXIMATE AND SHALL BE j Jul �, TRACT j .-I /� J CONFIRiNED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN J J ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE r J r ]N r', T.R r\C r 121 /1 A PRECAUTIONARY TMEASUFRESSTO PROTECI ANY UTILITY LINES SHO{4I AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWNONES (5' S/GE tAGC-ASEME,UT € PIlE. r,'Tr/-/CAL SE CT1ON M/NIXIV el.;Vl ' ea-111 l- kXllpeJw /lwzze7 C+lloff EL CAp"llw ' LVIPT !YIlN/VNa7h% PEAL e'ol/Xr 30 x I�REDUCED RLANS O j��`������� k3 INCHES ON ORIGINA' PLAN_- - 1 ' di 5' S MEM4&1: EA6FMENT 1 �,�t�c IECl S/TE 77l:?l1C.'r" ,1/0 FOGTh'/LL F (FUTU,PE} (/m.)Vbl-es 7/ )EV L O P ER a'E,d/E/C& TELL 26o LOCUST, moo. G 1� 1 POMONH, CAE, 9/7Glo MARILBORCUCH DEVELOPKArNT CORP /660,¢00•�/�2 2029 CENTURY PARK EAST /SAC1VW RILL e LOS ANGELES CA, 90067 AV ro ,9, 9 sT f�NAHE/M, CA: 92807 (213) 553- 5153 (7/5')999-sm39 4 V/c%uirr /VAP -Ivor ro sl'F, ", CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TITLE SHEET FOR TRACT I2938 DATE 7-' z 'PROVED BY J TY ENGINEER R.C.E. 23889 :SIGIV HALL. Bi FOREMAN INC. RECO�nNJ NDED _��.,; ✓.�:z, ;AWN 3186-L AIF MAY AVE, SHEET ,i/. B/S�,/e/'(•r'l. COSTA MESA, CAL. 92626-4675 (714) 641-8777 1 OF 3. iECKED ell. R.C.E.NO16,9/7 DRAWING NO. ✓•✓L. DATEIVAY/3, 1985 FILE NO, 9�g /V `,,,W 7 w •� EY. t 'a, i % ',/ • -L : .i. •. .- C _ • t� . , fib v BENCH NIARIK,* NO. 139 RAILROAD SPIKE IN POWER POLE (NO#) 66�+EAST OF HIGHWAY 11AARKER 30 SBD -T op jzF1-r 'm 9,00, NORTH SIDE OF HWY, 30, SECOND L 17.f 'T t ----- - AF 1-t 7 Af 9F L OLE EAST OF 11496(HOUSE)ON HWY J r L FF 30, 1.1 MILES EAST OF HAVEN AVE, q i T -76 —_4 r zz A ELEV. 1516.796 L + - L L jZ1 -7- + t I 51 F4 L4 -4- - t-,- "-, ;� - 4 - t- - K jm- kn A 4- i 630 t --mit, k-i. -030 4 kii 14� �M 4 - &.'405 7 L t -4PROM A' - t1r, q. 7f 7 179' _4 -4 K -7— �47ENTIK-WI-L-- 4-A .'� j 7 + ommussai eC --t 7� Xff V e A. i 4 7t4� 1-7 kr' '39-; _4 -0 -o %zl -- -t- Ji 4��; IS i ---7F - 4 -T- VA MR& LOROMNO' 8 'w -Tolp-ol�:_ ZY d� N; 71, &i 71 t 7T t7 -OL -4) 7-4'N) 7--71 A A� 4-* t -T� _j­�, .7- -1d -w. 4.1777T -Tik 7r g -------------------- ---- T -f7 'go 10 -7- p no 34 _4 I T _I 7j� -7- 77� 7�= I �7F-�-r T- -4 + ---------- & 13 /0 40 0 40 0 Ill= 401 ;iiiiii I N-) scale feet V Milt,46F 4zs � .60 44 46; 4& 47 CID (,6XiS rIA46 NN '�,' I I 10 Ao 16 Z WC7 5,94111,11WY §AAIYA,v !zrREEr (alsmv6) CUNSTRUCTION NOTES (D- CONST 3 " A.C. OVE,-, 4' A.B. CONST 6" CURB .9 GUTTER PER 7TD. DWG NO. 303 tL)NST 4" PCC SIDEWALK FEP- STD. DPZ,-. NO. 310 -)WN OTHEYWSE) CONST- DRIVEWAY APFROAC PER STD. DWG. NO. 305 (W=16'UNLESS ShL INSTALL STREET NAME SIGN PER STD. DWG. NO. 402 INSTALL STREET LIGHT (5,800 L1,11v--1,1S A/A-Sv) � a EL CA P1 T-A N CT 30X REDUCED PLANS 0 1 �-3 INCHES 4nN oRI-GINAL PLAN'A 7R,407' el R 9)] Olt, ,UAMMOTH PEAK CT 0 CUR VE DA TA R I T ( V A 1?0'00' —5ro-95' Z4900, 3ra. 79' /-9- 516, C - 4:'09'40" 6/9.Ml !�;9141' M 7S' 1/1 00, 600.00, A%4-97* 7779' 9 'J17 - 7azoo' 4>!oiq- e4.;w, 105" 1 _qB-Ire, 19. -Ay" G 'o-oo' lzg-lel - dl. ow-44" 6000' d'4' /0 - '-wo-3. Z:!FaP' M. 19 ze - /,- 4-00' Ze. 0 7' /0. e, 0 ae- a, oe-eo' fi'l 4F7' 1 RIA 56 0 e-5779'4f4f' 455.61,9' 4 z IV 04.09, 01 49P k' I CITY OF RANCHO CUCAMONGA PLAN AND PROFILE EL CAPITAN CT/ MAMMOTH PEAK CT. TRACT NO. 12938 (SEE GENERAL NOTE NO. 1) APPROVEDB DATE CITY'ENGINEE R.C.P. 23889 DESIGN RE dd-l- HALL Ek FOREMANIINC. ;MCMENDED '3186-L AIRWAY AVE, /�' DRAWN COSTA MESA, CA. 92626-4675 SHEET ,1,6. 'w" R. I/Vg. , (714)641'-8777 :0 OF 3 ICHECKED JZ<:� �--�> �'�R.CZNO,06917 ' DRAWING NO. jDATEVWYa-1?96 FILE NO, JN 3470 A V. rAF `( .4 5 l h4 G o 1� i Id>1 1Z c; 13 jN 14 67' N 47' zo' = h ar.o.. -=ss.00 16 I G3,:65� �J `: � 91•�I'taQ' w:-�,`njl�4 ;4 e+ sa.ai _s :ao ss.ao z737— ITRACT II a 9 I BGYINOA,RY o i N EX19;r1A49 63ieeE7 4� /.t1PiPl1!/EiYJEMs'PE�'- � � rn PM. 86 /7 e \C CONSTRUCTION NOTES /D-- CONST, 3" A.C. OI E.'? 4 • A-8. 2O— CONST 6" CURE 8, GUTTER PE,:? STD. DWG NO. 303 l ry/l�D/F/ED) — CONST. 4" P,C.C. SIDEWALK PER STD. DWC-: NO 310 4O— CONTT. DRIVEWAY APPROACH PER STD. JWG. NO. 305 (W=16' UNLESS SHOWN OTHERWISE) INSTALL STREET NAME SIGN PER S7D. DWG. NO. 402. �6 -- INSTALL STREET LIGHT (5800 tU4-fZy S t MINERZAOL PEAK COURT_ 3n X REDUCED PLANS 95 ­3 INCHES ON OPIC►NAL PLAN 7 g 9 ID 40 a 40 O 1"= 40' scale feet Zo Io A9 ! ZO CURVE DATA A R L I T Z-37°Z8 44' 40.00' 175.. 75' — B 3B 4d'ZZ" G0.00' d0.5T 2109' r2'7°0/'/5" 27.00' 31.516' 17.86' Z9°57'18" G2.00' 61.38' /11.01' 5800' Im"I ' 111.25' 90'47 34" 00.00' 31419' ZO ZB' 88 5O'51" 3L07' _ /9.G5' 1BZ.00' /3.59' G.80' 1B°3/'23° ✓•'0' G10/' 32.79' 9°5143" Z1B.Gi?'— y 37.5Z' 1B.B1' rb7°O1'15" 45.0o 52G3' Z9.B0' � s , i QT Ej fig `�90.25 �iq a 111 C � O ,D.1g BOUN0,9,RY t — � �Iv i � � Q ! •�, j � imI ml (Al .—c. - ��� } -- —. --o Ao » >Z 5' S//7EGt!f/LKFAS_ _ t'iYIEA/T A BANYAN Sr (EXISTING) e 24 0.13 sue' 04, oo, �`� `S' I 1I �I I y� v �•'� ��crl�, y �C i I y 2 j - � 6?• � ! sZ �' \ O T,�ACT • BOUNDARY TRACT BOUNORRY'— I I I 1�otit ,r9,411*4/V ST _ EX/ST/1'C 44? 2 1if1PiP0!/ mewrs /Ee 26 X/sriv�� sr,��E-r W CITY OF RANCHO CUCAMONGA /.tfP.POl1EMEiGTS PL.P o 8�r7 W PLAN FOR PkOFILE h MINERAL PEAK COURT RAINBOW FALLS COURT ' TRACT NO. 12938 ( SEE GENERAL AOTE NC. 1 ) APPROVED BY DATEFB CITY ENIGINEERR.C.E. 23889 RAWMA.30W FALLS G T DESIGN REG IVIE1JDErJ iViAN , I N�:. /�t� JAL HALLS& FOREF ,,. DRAWN 6i86-L AIRWAY AVE. SHEET COSTA MESA, CA. 92626-4675 J15M (714)641-8 77 3 of 3 CHECKED s R.C.E. NO._8340 DRAWING NO. Ak JJL DATE %'!AR. 1985 FILE NO:-- 9G'9 JN 3470 r, rat. P I• % ' .•� vk s rf . •¢ �• i, i • ` .n - t ,p ' . - ,�' ` 'I 'p. • ! a