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HomeMy WebLinkAbout9185 6 7 8 9 10 41 12 13 TREE REMOVAL NOTE AV-1'Z0l//9L OF T?EES F,QOM STi9 60 30J CONSTRUCTION NOTES TO 6719. /00 Z3 /S OONE PE_e THE C'e190/NG P[.9/t/. T.S�ir.PEFO?F TyE,PE /� CONST,Er/CT CU.PB & 6UT7Z-,e-ee!.ALxesmlS sra N9�l�`l1�TE/12-e� �C t APE ONG Y FOU.P 7,2EES TO BE.PE- �\ Q, MOl2r,0 W/TN/N C /M/TS G!F .STPEET 2 C~ST•PUCT J 9NG1eEG AIMO C.POJS 6UTTEr2 PER STO. 3MC 7,7 ���� \, ` &-CavaT.Pf/CT �'/OEWfCr d i!'9N0 iPAM� PFPG'I*C WAvl STV AA&Z Il ` L. IV 4 CO'VST�PdCT A. C BE.PM PEP S70 3/3 MB 88/135436 tj TE.P ✓.ft pE TO B.PAOE V ' ^ a-/n/sr,9Lc �- .OPe O//E,e .i- eL'l% 'S Jr BASE© EA STWOOD 8 V 0 V !J p�, i.� •f (9)- //V6 -r* L of.0 O VE.2L A V 4E 6N0 Lt � AVENUE L N O , 16P�E `! /Ns;.9GL sTPEET /V.9MC .r/G/v sTO. 'O/ d aTu I�OE �Ileoe h h o E O- 8 II b1, y, yf : / I I I I ,� O � � Jla p� // /NcSTACG Pl STOP cS/GN PtFSP CAeT•P9tiS \ I %\V \ �) i / /t //VrSTOGL WS/ T,PAf f"/C XlaA/ PE,P C, -94771i `► 1.40 I EXIST. C. 8 G. e j� Q , � �) � /3 /NcS'T.9LL TYPE "(, " MARKE.eS PE.P CA[T.P9NS (GGrI�I� ANS A�4Y • / II PER. TR 6914 0 f ` / Z• RIEftE�T/ '�--.�/N�17i1LG TYPE "L•• /'7�9.P�E?S PER J";'40 f06 EXIST. 4 GAS LINE ' /b //VS719LL 9500 GUME/V d•T.PEEr L/GNT 1/S'/K'N �ET2iUPE SOO/U/�! /�IRTP% ` iEXIST 18'x30' C" � � 4" - .M.PA.NINETEENTH � 4STREET ro /Nd TALL S/QEWAIK e/1 PP/C/iOE PES OE-T.+o "fi►^ -_ter• _ I_ - _ /4 REMOVE EX/ST/NG TPEF 5 F - XV 35' �_ - � 11 12 13 - EXIT 9 \\�'\\ CONST.PUCT C.9TCs/ QAS/N P£.P JTQ &7a p � � 2 * J A 35 ---++ _ ^ _ _ _ - _ 1 � �CONBT,Plh'T LOCAL OEP�PC'SS/ON Piz d'TO. S/C EXIST. 12" WATERLINE-'/ ¢ 160 ���-� ' ' ^) - - S/!W C!/ d ?£MO✓E EX ST (O/VC SCAB S7s/7. Dr 7D OP9/N - - -- ti R w-- ( I GENERAL NOTES FOR NINETEENTH STREET ONLY A -I ` V /. ENCPOAC'ry/ TENT PEiP/ 7/T /S iPEO(//PED FPOM ff,'L - TP�9NS PP/O P TO qO//VG /1iVY /✓OPY �✓rT%%/� 77/£ d'TJiT2C16t/ `O c /7 p Q STq 7 t /U ACL H/O,P,C W/TN/N Tis'E III,-WW,4Y .P/Gs/7' OF W,4V �Sf/i9C6 BE 7V X;ri9TE ST.v/✓Oi9eOs. e. V EX/c4T. 6' W000 FENCE 7b J. STP/iL"TU.P/�L SE['T/O/V //✓D/C.9TE0 FO.P ///6/,'!1/i9Y /S FO.P EST/M.9T//l/6 ONLY. i9CTUAL 6ECT/O/V TO BE QETEP/�f/NEO Q \ �� y L -t? �'•� h'; 3 - '•% r = (I� V IV /1FTE.e 6.P 90/il/6 •9N0 ,", eOICWI,0TE L.9B TESTcS' iy T.I OF 90 cS/f0l/LO BE G(SEO /N TiyE QES/GN OF Th'E �l i� C H/61,1W f ✓ G .9NE SECT/ON. i9 TI OF 10.0 COULO BE USEO /N T/.'E cf'HO UL OEE /9�EA. 9t �3-�r.,r sn¢�� 2.�a -Q.c. p b p , V J % Q n1 /6. // ZC. /S. 4 FC. /6.7e 7C. /6 05 '-Z" I p. \ \ Q �i Q Q 3j ' L!//'//No9/,PE df/OUCO Bl MOUNTEp AT i9 /r'E/UHT OF JW FEET. Li \ t Qb V ` ` A\ I • S. /F CUT OFF TYPE GUM//V/J/PGrS i9iPE /l/OT i9 [/A/G BL E A 6G �1.PE cS/`✓/EL O cf i/�ILL .BE PPO f//OEO• Q' V 3�y b r 30' [/G,y7-/� 1A<5'T9LCi9Ti0/V �s s%sGL CONFORM TO T.YE S7W fE ST�N0�9 PD PGi9NS AND SPS/FjCAT/O/1/�S 0.4TG�0 ✓UC v /wlf. Q OITA C!/.r? ,re -T. o1�Pr.? 1 p, Q 8 4 ■ 8S'•S3 22' , 4 = s0.06 36 Q al O \ \� Q W W �` 7 /RLL WO•P.r SY/.9LG dE OONE AT NO COa'T TO Tiff STATE /9/1/O /9/1/Y Oi9MA6E0 FAC/G/i-Y 671"LL .BE .4EPL/ICEQ /N K/NO. I V .e"35.00' Q Ih 35.00' \ M `3 C �1 S. EtECT�PiIi9C FyC,rc/TIES dis'91L 46- /Ns'/O_- 'TEO ANO i9i'PCOI/EO .CY C✓/GT,P.9NS BEFO.PF COIVTPif'CTO.e /S .PELEi9cS EO •3a.y h c=rss.o5 \fib �� t► �� �\Ld p� 5 OF //itS .PESPOit/S/B/G /TX Si �'i'•�• V \ Q e y L : q. 9 T= 35.cT Q //.9N0 /lAP Or✓ .PAMfts N/NETEE'NTis/ TO 9E Ct7it/ST.PUCTEO PE,P C•9GTP/J/t/S STD. /✓B -B. w" I a" I "8" 1. \ Q V A p n� 945i C - . (35 �+ 1D 4i `O ® /O. ALC CX 15T/�E CGA/�L /GT/AlG JT/P/PI�t/G S/iACC /r10VE�. DETAIL "B" ------- - EX/J'T AtC. tAVEMENT � ��� s - SHEET INDEX SHEET I - NINETEENTH STREET -IMPROVEMENT PLAN SHEET 2 - PILGRIMS COURT - IMPROVEMENT PLAN SHEET 3- STORM DRAIN IMPROVEMENT PLAN SHEET 4 - NINETEENTH STREET - STRIPING PLAN 4" CLgSS It 9,1111 & TYPICAL SECTION -FROM STA. 6+56 TO STA. 10+23 LE T.I.*9.0 R=62 n.t.s. I.- w W N N a . SHEET I J m fX/ST. GbNC. St.IB t •/ MAa' SECTION A -A_ Rt.s. BAxP/C,gdE TO B£ R'1// 7ZV YI M17ZT A'v0 j-r'Q/PEO .SLAC.!' l I IETEENI H STREET N U w Q ,. TYPICAL SECTION �_ ; s FROM STA. 10+50 TO STA. I3+00 WeW P 7- iPEOW00D AMr7 a 1� I n.t.& I . I J LJ l LLJ INDEX li = j)FTA1s. g SEE SHEET 4 OF 4 FOR STRIPING n.t& SEE SHEET 2 OF 4 FOR GENERAL NOTES ® SEE !WT l6F4 FOR MVIhI095 MFO PER PM 155261 ® ROO lect"K/Oms PER CA1.744A/S LETTER /-26-87 2-5-87 312AI8� ® ADDED . COMMENTS PEP CAL T.Q/1/1.t5' LY7MMENTiS d -2G -B6 (��,/ m ADOEO CLASS Zr BASE TO COAU7 NOTE 7 CITY DESCRIPTION OF REVISION DATE APPRD. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE NINETEENTH STREET FROM 575 TO 1300' EAST OF BERYL STREET TRACT 12577 APPROVED BY -DATE CITY ENGINEER i/ RC.E. 23889 DESIGNED BYRE DFk lH, GUERRA & ASSOCIATES, Inc. wMENDE BY Jerry --__ - _ CIVIL ENGINFFRS 124 EAST "F" STRFFT SUITE 12 LAU/aanscot/;,45a SHEET DRAWN BY Jerry ONTARIO, CALIF. 91764 (714) 983-2739 I 1 OF 4 DRAWING No. CHECKED BY/V1 CliyDate Da rl t c AC ''� R.C.E. No. 29224 9I8 83-017 _ _ SG�2GYJ.94 ✓.C. G,= t /.03`l. G,s tB9Z 7 /?I. � 9G /S T X2.38% 7020`20' BENCHMARK 119.13' .�.s/• r�:-��s;' �.,e�• 894.08' xLr��' �r.L. ZL.•25.4'��TL.=zserrL.:2S•.�' y,rL.,Ole 15bOO 00" 112.00' �.��• 14.75' I �I �► I 1��5 38.00' BENCHMARK -N°_ 43-B- - ELEV _1524.702,- 25.14' 5 67018'55" or CURB CURVE DATA e S£E GR•40//t/G PIAN FO,P ' /e• f �c p LATE,PaL r� SEE Dwo q/e p FU"e f r PeOF/L.E "4 �4.���--LF�iUSTPUCT CU�PB d GUTTE2 PEP X97:0. 104 TYPE A2.-$ 2 �I/JTPUCT SPi9NDPEL 6 CeOSS E!/TTL-"P /0E? .S7.0 1" =40' ._�.`��"y-COA/ST'PUCT SiOEWAL.!' NA�t/D/!'A•� .P/!►MP P�'e 6dL7XaA 'fTR 4 CO/1/c5`TiPUCT IRC. BE.PM /�E? dTO. 3/3 A/8 -b O Sf _- 90JeAS;r WAT£Q Y,9L✓E TD 6.Pi90E i� b � OG -----ADJUST SE�✓E2 MiIN/YOGE TO 6'PAOE Q D ' O7 --/Mr; 9LL o- A.C. 01/tr• - -0•' CLMfi 7r &,OWEQ 4 V! O �x o ul� O i O N 0• o--�PEMt9!/E EX/0rT/.•t/G A.C. PAf/EME/�T 3.'T T /O /NSTALL STPEET NAME" cSvG/r/ PEP �S= IO/ S STD 'OZ 9 � �, 10 0 if b b! 12 13 e j 0 14 15P b b 16 VI 0 b A a k d' C /i //vS'Ti9ZZ Rl cTrO P S/6N �� Cr9G r.PAil/S' I I I W 1 0 E rJ 3 5 r� Q ; v �' ^ ". h Y -, e I W �I E /e /NSTALL wC/ T,PAFF/C cf/G/V �E•P cAGrr,9,v�' O�� 3v 4 h y A. �9 t. 0 b f 0 y h T I-- �6 E C� IMSTACL TVPE *a" /71,9^eE.P oE'2 CiIGT�PA/�/S GLIr1iC r -hM7� 4 I9D h h . !vI� / I` I; f�. W (� �1tJ R�Ft6cTi�f, • 3 / h a j /4 //t�ESTALL TYpF ' L • /7il.Pt'E? .�•P STD. 4Gt3' d STO. 40& 6 0. 04D� 6500 i0.0o �1.f3 LJ 0 V �� ✓!A8 66:33 --- _ -- - ----- /L��( S�-/MS7XZt. JM0 L(/ME/V. csxeEET L/c��; yPSV pY5•C•E•� 3 y26o.�e P bsil _ S 10 5s /sVD ri7R AMC, 600PIM /�tATT6D 9Y �eGoRc . /NSTi9LG 9500 LUMEN tr T.QEET G /(s // T ( 0176TG� OETA/L `/!" i�10.Ogit� •(. �. - - ^J g I 5 J -__ ---.-..----- 4 - -. _-__- - -_ __- -- 9 ONSTPUCT CATCH d9cr/A/ P,E,P BTO. SO2 b f,1 gl•05TG b (0 W��CS$IQ� 4 CO/1/ST.�UCT LOCi9G .G�PiPf"d'S/ON Pl2 ccTA. .s/S _-- _. ^lb IS i� _-- N. O'so's8~ w 9h,b P.eoP B' SEWE,e� IpZ__-_ 6 +OUR 1 N _ O e �a $ �'�o: OMf TR�/CT4^-ROACH �Sr�JTO, /D/ TY{� �C-* _ n/ C L A321� 2 PILGRIMS n z %4TLTE•e oTE Z W -%I'. Y'.� / q`-- v O Il'EMOVE EX1 STM* A.G. GERM '( f 7o.oT C. aoo' GSar 4C�.2/ .J .1 A4 y�et tttt � I. iz�ti ,�•5' �s 2 f � 3 �� ,� Z CJfV1� 1 16 2RIM C0N�zucT Pe.C. 51GEWA4< PER �R7. l03 " R 70.70' -- / �s,r o3d * 8 c" 1fr LLJ W a� • 3131102 ANO C-0"f;TPVC_n0A( OTC -5 PER THi9 SFfEET• EXILE UJ 4 INSTAL_ /5 (RALLCW STREET T)eEE PER 3 NAw D R T / 7020`20' X30.08' 119.13' 59.65' 2 70 20'2d' 894.08' 114.52' 57.3 4' 3 15bOO 00" 112.00' 29.32' 14.75' 4 66°58'41 38.00' 44.42 25.14' 5 67018'55" 38.00' 44.65' 25.30 6 70 20'2d' 912.08' 116.83' 58.49' 7 89°53'22" 35.00' 54.91' 34.93 8 1 90006'38" 35.00' 55.05' 35.07 e S£E GR•40//t/G PIAN FO,P ' /e• f �c p LATE,PaL r� SEE Dwo q/e p FU"e f r PeOF/L.E "4 �4.���--LF�iUSTPUCT CU�PB d GUTTE2 PEP X97:0. 104 TYPE A2.-$ 2 �I/JTPUCT SPi9NDPEL 6 CeOSS E!/TTL-"P /0E? .S7.0 1" =40' ._�.`��"y-COA/ST'PUCT SiOEWAL.!' NA�t/D/!'A•� .P/!►MP P�'e 6dL7XaA 'fTR 4 CO/1/c5`TiPUCT IRC. BE.PM /�E? dTO. 3/3 A/8 -b O Sf _- 90JeAS;r WAT£Q Y,9L✓E TD 6.Pi90E i� b � OG -----ADJUST SE�✓E2 MiIN/YOGE TO 6'PAOE Q D ' O7 --/Mr; 9LL o- A.C. 01/tr• - -0•' CLMfi 7r &,OWEQ 4 V! O �x o ul� O i O N 0• o--�PEMt9!/E EX/0rT/.•t/G A.C. PAf/EME/�T 3.'T T /O /NSTALL STPEET NAME" cSvG/r/ PEP �S= IO/ S STD 'OZ 9 � �, 10 0 if b b! 12 13 e j 0 14 15P b b 16 VI 0 b A a k d' C /i //vS'Ti9ZZ Rl cTrO P S/6N �� Cr9G r.PAil/S' I I I W 1 0 E rJ 3 5 r� Q ; v �' ^ ". h Y -, e I W �I E /e /NSTALL wC/ T,PAFF/C cf/G/V �E•P cAGrr,9,v�' O�� 3v 4 h y A. �9 t. 0 b f 0 y h T I-- �6 E C� IMSTACL TVPE *a" /71,9^eE.P oE'2 CiIGT�PA/�/S GLIr1iC r -hM7� 4 I9D h h . !vI� / I` I; f�. W (� �1tJ R�Ft6cTi�f, • 3 / h a j /4 //t�ESTALL TYpF ' L • /7il.Pt'E? .�•P STD. 4Gt3' d STO. 40& 6 0. 04D� 6500 i0.0o �1.f3 LJ 0 V �� ✓!A8 66:33 --- _ -- - ----- /L��( S�-/MS7XZt. JM0 L(/ME/V. csxeEET L/c��; yPSV pY5•C•E•� 3 y26o.�e P bsil _ S 10 5s /sVD ri7R AMC, 600PIM /�tATT6D 9Y �eGoRc . /NSTi9LG 9500 LUMEN tr T.QEET G /(s // T ( 0176TG� OETA/L `/!" i�10.Ogit� •(. �. - - ^J g I 5 J -__ ---.-..----- 4 - -. _-__- - -_ __- -- 9 ONSTPUCT CATCH d9cr/A/ P,E,P BTO. SO2 b f,1 gl•05TG b (0 W��CS$IQ� 4 CO/1/ST.�UCT LOCi9G .G�PiPf"d'S/ON Pl2 ccTA. .s/S _-- _. ^lb IS i� _-- N. O'so's8~ w 9h,b P.eoP B' SEWE,e� IpZ__-_ 6 +OUR 1 N _ O e �a $ �'�o: OMf TR�/CT4^-ROACH �Sr�JTO, /D/ TY{� �C-* _ n/ C L A321� 2 PILGRIMS n z %4TLTE•e oTE Z W -%I'. Y'.� / q`-- v O Il'EMOVE EX1 STM* A.G. GERM '( f 7o.oT C. aoo' GSar 4C�.2/ .J .1 A4 y�et tttt � I. iz�ti ,�•5' �s 2 f � 3 �� ,� Z CJfV1� 1 16 2RIM C0N�zucT Pe.C. 51GEWA4< PER �R7. l03 " R 70.70' -- / �s,r o3d * 8 c" 1fr LLJ W a� • 3131102 ANO C-0"f;TPVC_n0A( OTC -5 PER THi9 SFfEET• EXILE UJ 4 INSTAL_ /5 (RALLCW STREET T)eEE PER 3 NAw GENERAL �1 1. All work shall be done in accordance With these plans, the City of Rancho CAcamo.nga 'Stan- 4ards and the Standard Specifications for Public Works Construction - current editXon: Contractor shall be familiar with and shall be responsible for adherance to these -Stan- dards and Specifications. 2. All pipelir*s or substructures of any kind, telephone or power poles, Nater 'meters, valves, fire hydrants, etc., shown or not shown on these plans within the right-of-way limits or adjacent areas where improvement work is to be done shall be removed, relocated or pro- tected 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 pl4s. 4. A permit shill be ohtsined from the City of Rancho Cucamonga Engineering Department prior to any a eroechmert or construction within City of Rancho Cucamonga easement or right 3f - way. 5. All grade stakes shall be set by the Contractor at gagiueer- Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at mat more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at Warped or vertical curve areas. 6. t.3.1. sewer, Ovate,:, electric, gas, phone or other utility laterals, mains, or crossings slhii bQubtrr cted prior to paving. 7. Compaction tests of embankment construction, trench backfill, cozrnncting original Miind and all sub -grades shall be performed at no cost to the City"of Rancho t'ucamonga. 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. 8. At the completion of paving, a materials report shall be submitted to the City Engineer listing all tests or determinations to verify stability oil content and gradation of asphalt paving. 9. Pjrlor to installation of any paving, a materials report shall be submitted to the City EngtLneer listing all tests or determinations completed to verify sieve analysis and sand equivalent of aggregate base. '. 10. Paving shall be p-rfnrmed in accordance with H -Value and pavement tests taken to deter - wane structuvoi *actions (pciar to find] pian approval). 11. When improvements are to be placed on native soil which consists of a rocky matetial, tAe 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. 12. 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 re- commended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the convenience of the devel- oper, 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 estimate of quantities shall be considered as included in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be construe - ted at each intersection. 13. City approval of plans does not relieve the developer from responsibility for the correc- tion of error and omission discovered during, construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. 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. 17. Contact all utility companies as required 48 hours prior to excavation. 0 FOR ONLY o u t� cep 0 0 a V *, 2E�+1tl •� �P 3131 Io2 � sl CITTV TYPICAL SECTION -PILGRIMS COURT •9 Of G A4 tF T.I. - 5.0 SEE SHEET I OF 4 FOR QUANTITIES z �clenNG SURVEY M6M N M4TXnoN j _ 9 OF GR16�/ Z I H5Fzr::e'( cmilFY THAT I NAPE IDEWTVMSP RVET IHOI.IuME06 OF F94MV 66) T}ATa AX Br-- pt 5TUR1V W (3 05 1EGT. ALL SAID MpNUMEN-r5 vgRtGH GUrq2ENTL-( AST - 1N T}}E f9av AI,E SHflww &( THS p AW -C-, AWD Ad2E PFQ-'RJ A6 I=OLLCW6 I� NO MDM.IMENT nmR of US Phi F1T. t e -UL DE- SAG . 17A'TF oCo 14) 01 15 T' C7UT1 EIE2 I�'G• Ig• 2$ 50l' X31102 Attu A.C. PAWMFFWT) rKi vE AF rIZOAGNF6 ,6WET TKFF-, ® 5T e -r L-16FIT AN V C,4 MWALK f 2:F MM5V EIU Sfi titb A G. PWKM FM rM 1552.q 1-Z dODE'OO.Qi�/EWAY 5TL1 � /ONS ANO C./. t Z,Q�y ® 10D,E0 V C41 /O�t^3 i°E! CA472e dAA5 L CTTE.2 /-Ze X97 Z- ?-B7-,-4-9 '� Q ADDED CLfi�SS $ B.Ost 777 CONST. /1/OTE 7 06 10" CITY DESCRIPTION OF REVISION DATE APPRD. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE PILGRIMS COURT FROM NINETEENTH STREET -SOUTH TRACT 12577 APPROVED BY DATE -i/TL 1 -ILZ CITY ENGINEER R.C.E. 23889 DESIGNED BY D BY 1A eBIS11, GUFRRA 8 ASSOCIATf_S, Inc. A,r Jerry - - CIVIL ENGINEERS LA G!A»ft,� 6• Now - DRAWN BY 124 EAST "F" STRY FT SUITE 12 SHEET Jerry ONTARIO, CALIF. 91764 (714) 983-2739 2 CHECKED BY - DRAWING No. r)ani : I. Gue 918 City Date �� �1.�•J 9 R.C.E. No. 29224 83-017 i< i 9/�4 Ott 8 76 5 4 3 2 1, GENERAL �1 1. All work shall be done in accordance With these plans, the City of Rancho CAcamo.nga 'Stan- 4ards and the Standard Specifications for Public Works Construction - current editXon: Contractor shall be familiar with and shall be responsible for adherance to these -Stan- dards and Specifications. 2. All pipelir*s or substructures of any kind, telephone or power poles, Nater 'meters, valves, fire hydrants, etc., shown or not shown on these plans within the right-of-way limits or adjacent areas where improvement work is to be done shall be removed, relocated or pro- tected 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 pl4s. 4. A permit shill be ohtsined from the City of Rancho Cucamonga Engineering Department prior to any a eroechmert or construction within City of Rancho Cucamonga easement or right 3f - way. 5. All grade stakes shall be set by the Contractor at gagiueer- Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at mat more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at Warped or vertical curve areas. 6. t.3.1. sewer, Ovate,:, electric, gas, phone or other utility laterals, mains, or crossings slhii bQubtrr cted prior to paving. 7. Compaction tests of embankment construction, trench backfill, cozrnncting original Miind and all sub -grades shall be performed at no cost to the City"of Rancho t'ucamonga. 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. 8. At the completion of paving, a materials report shall be submitted to the City Engineer listing all tests or determinations to verify stability oil content and gradation of asphalt paving. 9. Pjrlor to installation of any paving, a materials report shall be submitted to the City EngtLneer listing all tests or determinations completed to verify sieve analysis and sand equivalent of aggregate base. '. 10. Paving shall be p-rfnrmed in accordance with H -Value and pavement tests taken to deter - wane structuvoi *actions (pciar to find] pian approval). 11. When improvements are to be placed on native soil which consists of a rocky matetial, tAe 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. 12. 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 re- commended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the convenience of the devel- oper, 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 estimate of quantities shall be considered as included in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be construe - ted at each intersection. 13. City approval of plans does not relieve the developer from responsibility for the correc- tion of error and omission discovered during, construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. 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. 17. Contact all utility companies as required 48 hours prior to excavation. 0 FOR ONLY o u t� cep 0 0 a V *, 2E�+1tl •� �P 3131 Io2 � sl CITTV TYPICAL SECTION -PILGRIMS COURT •9 Of G A4 tF T.I. - 5.0 SEE SHEET I OF 4 FOR QUANTITIES z �clenNG SURVEY M6M N M4TXnoN j _ 9 OF GR16�/ Z I H5Fzr::e'( cmilFY THAT I NAPE IDEWTVMSP RVET IHOI.IuME06 OF F94MV 66) T}ATa AX Br-- pt 5TUR1V W (3 05 1EGT. ALL SAID MpNUMEN-r5 vgRtGH GUrq2ENTL-( AST - 1N T}}E f9av AI,E SHflww &( THS p AW -C-, AWD Ad2E PFQ-'RJ A6 I=OLLCW6 I� NO MDM.IMENT nmR of US Phi F1T. t e -UL DE- SAG . 17A'TF oCo 14) 01 15 T' C7UT1 EIE2 I�'G• Ig• 2$ 50l' X31102 Attu A.C. PAWMFFWT) rKi vE AF rIZOAGNF6 ,6WET TKFF-, ® 5T e -r L-16FIT AN V C,4 MWALK f 2:F MM5V EIU Sfi titb A G. PWKM FM rM 1552.q 1-Z dODE'OO.Qi�/EWAY 5TL1 � /ONS ANO C./. t Z,Q�y ® 10D,E0 V C41 /O�t^3 i°E! CA472e dAA5 L CTTE.2 /-Ze X97 Z- ?-B7-,-4-9 '� Q ADDED CLfi�SS $ B.Ost 777 CONST. /1/OTE 7 06 10" CITY DESCRIPTION OF REVISION DATE APPRD. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE PILGRIMS COURT FROM NINETEENTH STREET -SOUTH TRACT 12577 APPROVED BY DATE -i/TL 1 -ILZ CITY ENGINEER R.C.E. 23889 DESIGNED BY D BY 1A eBIS11, GUFRRA 8 ASSOCIATf_S, Inc. A,r Jerry - - CIVIL ENGINEERS LA G!A»ft,� 6• Now - DRAWN BY 124 EAST "F" STRY FT SUITE 12 SHEET Jerry ONTARIO, CALIF. 91764 (714) 983-2739 2 CHECKED BY - DRAWING No. r)ani : I. Gue 918 City Date �� �1.�•J 9 R.C.E. No. 29224 83-017 STREET STRIPING GENERAL NOTES 1. All signing and striping shall be in conformance with the current edition of the Traffic Manual published by the State of California Department of Transportation. 2. The exact location of all signs will be determined in the field by the engineer. 3. All striping shall be "cat -tracked" and approved by the engineer prior to final striping. 4. All conflicting striping and pavement markings shall be obliterated by sandblasting unless covered by new pavement. W 4 10 I , � -- £X457.' WN/TE STEP/PE /7lTURE /t' WN/TE STr/RE CC 4 0 I� h Q Q y W NINETEENTH -I P1POP. /MP.PO VEMENTS PEEP L_ I , � 1 �� � I ,. DWG. NP 9/7 V �Ilk,� 1%40' r I ® AV/7Z1 : ALL EX1977A4 C00-7AC7" VTJC/P/A,& :5/h'GLL 65 REM IV96-V SEF SHEET / b z FO.e P.PGtP /MP. � STOP it 0 C J =) EL O CONSTRUCTION NOTES —/NSTALL ST'PEET S/6N PE•P STO. AO/ 9 STD. 40z // ^ /NSTAGG STOP S/GN '�f 1 ' PE.e CAL T.rANS V rtiMd'�46i Mr« re�.�xc6 r1r' � RJFR �i/rO�t/s /3 ��--++ /NSTAGG TYPE "G" MAPE'Ee PER C1fL7-.P/lA1,r (CLE/!,e 0NE-W,4V QEFLEcrivE) —/NSTAGG TYPE "L' MAe.C�E•P oE.e cSTO. 406 2 1609/N7' 4' WIA04r Wh'177- cST.P/PE V /NT STOP " H "YE/"7ENT MA.PK/NG AeW CAL 7AV VLT JTJ�/t/OAPOJ 0g9/NT /C,, W10E WA117E © A9/NT TWO-WIi9Y LEFT TU?N L/NE ^E.P C/)L 7X i A1S' cS'77�N0�lPLkS 0111771 O/1D'.%//1/i3 /�i1 11�J�JVT A/r�tX+/S �R-- Py//VT B' W/DE H/i 177- ST.P/PE #�—PAINT 60G /D Do!/Be,— YEGGOHV ST.P/PE Lam— 3 P414rr 4 Of W/,AE 501 -IV YF_ c L OAV sr2 /i�E � I I a a EET I �A __- 0 1 EX/ST/NG dOG/O DOUBLL� YELLOW L/NE h I 4 y _ a I \ ASill . Z W �� Q w _