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P—P DRAWING NO lz� dram A�t CONTROL NO 61 OVERL Alt NO I ;30D 10, "Willi I 11MMINOR,94--, 119 ill�lilai _0II 1-1141 milli 11 11, low=I 1 1 1 F14--ase Date F Gerferal Notes 1. AN wor'k bo dam In accordtince wft the" plansi to My of'Rancho C.ucamonga Standards and the Standard Specifications for Public Works Construction - Latest edition. Contractor shall be familiar with and shall be responsible for adherence to these Standards and Specifications, I AN pipeffnes or subsbichres of any kind, telephone or power poles, water meters, valves,Are hydrants, etc., shown or not shown on these plans within the -COA TMUCTION WOR—SAN.V.QUA&=, ESO' ogh.t-ot-way limits or in acqacent areas where improvement work is to be done I 4�A-C. OVER 4"A.13, PER TYPICAL SECTION (SEE SHEET 18,762 SF shallbe removed, retoMed or protected in place as required at no cost to the 2 30 A.C. OVER r A.R PER TYPICAL SECTION (SEE SHEFT 2) 59,04SSF City of Rancho Cucamonga, 3 Ir CURB AND GVrrER PER$TO. DAIG. NO� 104 A 2. -8 4,W9 LF & A permit WW be obtained from the City of Ran&o ucamongs nginee ng ------ Department prior to any encroachment or construction within C4 of Rancho 4 SPANDREL AND CROSS GLMMR:PER STD. DWO. NO, 106-A Wo SF Cucamonga easernent or right-of-way. 4. Prior to installation of " paving, a shall be submitted to the Gity ACCESS RAMP PER STD. DWG, NO. 102 :6 EA Engineer listing all tests or determinations completed to verity: R-Vatue, sieve DRIVE APPROACH PER SM. DWia. No� 101 1 YPE R-2 4,355 SIP MACT NO. 143:81 analysis, and sand equivalent of aggregate; base, 4" PCC SIDEWALK PER STD. DWG� NOS. 101 a 103 17,370 SF MACTNO. 14382 See She 5. AN sewer, water, electric, gas, phone or other uAlty laterals, M*nS, ,Or CrOssings San Carlos Court Def Norte Place L14 ot A shaft be oonstructed prior to paving. fte Sheo 3 U1 STREET NAME SIGN PER Cirf INSPECTOR ST D. DWG. NO, 401-A EA 37 38 4 5 a of ancho — 28 36 and all sub-grades shall be performed at no Cost to the I'll SIGN Al (STOP SIGN, LRAIT LINE AND STOP LEGEND) STD. DWG. N0401-8 3 EA 29 15X 4 1 1 18 16 15 74 1,3 Cucamonga. A written report with these compaction tests shall submitted to 19 20 3 n 1, 34 I STREET LIGHT gNM LUMEN H.P.S.V., BY SCE, PAID AND 4V see Sheet Sheet City Engineer for approval prior to the p! CeMOnt of base materials a d or cc BY DEVELOPER) 14 EA 30 33 2 7 Surfacing, 15 UNDER SIDEWALK DRAIN PER C STD. OM. NO� IQ7—A 18 EA 25 6 7. At the completion of p",, a Materials report shall be submitted to ft, City 24 25 L 5 10 5 Engineer listing all determinations completed to verify stability, oil content, and BARRICADE PER STO. Dwa. NO,131-BAND TEkP,15, PAvFmFNT PER 2 EA 24 32 29 9 U0 gradation of asphalt paving. , STD. DWG� 132 3 68 79 10 - -11 - �1. 23 . 17 ow 67 When improvements are to be placed on natrve *oN which consisft of rocky 21 7XVIREDWOOD HEADER �PER DETAIL (SEE SHEET 2) 72 LF 3 2 46 69 78 materiat, the sub-grade shall be prepared by removing all rocks which rrotrude 66 STREET TREE PER STREET TRFE TABLE (SEE SH E 1) 159 EA 16 77 7 above the sub-grade and all voids or depressions shall be filled with a ne grace Msi material of,quality better than the native material. 18 65 2 44), ADJUST M. H. COVER AND WATER VALVES TO GRADE 6 MH. 16 W.V. 22 2? 20 19 48 70 W City approval of plans does not relieve the developer from responsbility for the r45 44 42 8 1-01'C correction of errors and omissions discovered during construction Upon REMOVE EXISTING BARRICADES 3 EA 14 9 74 .5 10 request, the required plan revisions shall be promptly submitted to the City 12 Engineer for approval, 21 QIGN "NO HANDICAP ACCESS" PER STD, DWG. 401-B I EA M-9el, I 00,;S D;ve 13 41 ISO 4 152 10, Work site and exterior straft shall be in a neat, dean, hazard tee, orderly State PER DETAIL PAGE 6 2 EA 72 Aq 206 INSTALL DRAIN 40 51 17 J 1�1%121 throughout construction, Site shaff be cleaned upon request of the inspector. J 20 CONSTRUCT HANDRAILS PER STD, DWG� 4 $02 2 EA 47 73, 11� The responsibility of adjusting manhole or vat" Covers, paving repair, and c5fl P PROPOSED 12" CORREGATED POLYETHYLENE TUBING 7 6 5 4 3 2 39 61 60 19 14 paving replacement in connection with sewer and water, gas, phone, electric, Or 1 2 wta!110ons will be the responsibility of the developer and shaMbe other utility line k 38 53 LotA 23 15 accomplished in compliance with appurtenant ordinances and standards. TWCT NO. 13527 54 55 21 24 17 1-N 12. Any contractor performing work on this project shall farrifflarize himself with the aft and shall be solely responsible for any damage to existing facilities resulting ities are shown Not a Ped 22 chrectty or indirectly from his operations-, whether or not such facil fiv 34 33 Md. C 34 on these plans. 32 31 30 9 28 27 26 25 24 25 26 27 2S 29 30 31 32 33 Is. Shading bn sreet plan typical sections Indicate A.C. Pavement. 11 pool I-of 25W 14. Contact *0 utifity oompanies as required 48 Bussiness/Working hows prior lo exemafion WILSON AVENUE J _T Nt __t"10 15. AN ourb, and"or where grade Is less an 0,40% shaff bestaked with 3, oftets at 125 intervals- Place 3/4" Dowel PlIns at sill expansion 0.rits. JS. All Wee* at,*" She# be set by the contracwr or enginw. Pavoing be Set at all hinge poift and edge of paOgMeM Point$, within 0.01' of subVrade elievation at rot more than 50 foot intervals. Additional stakes May be reciuired Index Map by the City EngroW as needed at warped or vertical curve areas. Sub-grade stakes shaff be in place prior to paving to permit spot checking of sub-grade by irepection personneq, 17� I to aspheAt concrete is to be p%ced on""grade, a 90119 SN"SM r99l`8WrW by 1:h@E-P-A_ W use under A.C. and P.C.C. shelf be uniformty applied at the ffwkftCtLWs reoomrr*.nd&d1 rate for the kA pavement width prior to paying. 18. Estimate of quantities isPraMed by the w%*ww only for" oonvenifIr" Of dm"r, ft wntractor "ll: make Nm mn MerrninSbW of conWLOW cluentities. before stbrrilMng a bid. Any Wn of work r*qL*W by these PIVV whch is not "cificalty Isted in the estm" Of quN11tiO.", " bsconviWod an Wrk0ecl in ths, other items of work. 19 City WpvvW does riot wftjdo w9W or WAW Wstw" 4111"MOW Of Wwftft� =I, SWW sigm per Cky of ftneho CumniongIs Standard 14umbm 401 and 402 be 00"strucled at 9B& InIlemection. 21. paving shaft be perlormW in occordanm,wfth R-Volt* and Pvvement tests 10ksm lo de#Irmira wwKffW pectimu (pft to paving). FORff] %pif ESSIG#� 4e RAVIAM z z 4 me 81=1 4� CONSTRUC170N NOTES FOR STREET TREES Am cm all 1. A:LL MEET TREES ARE TO BE PLANTED IN ACCORDANCE MITH CITY STAN DARD ft 443, 2. PRIOR To THE comMENCEMENT OF AiNY PLANTINGI ANAGRONOMIC SOILS RMRT SHALL -1 N:o. 14 814 BE FURNISHED TO THE ICITY INSPECTOR. ANY UNUS&L TOXICITIES ORNUTRIENT EW 17,41-01 W fit :EQUIRE BXKFILL SOIL AMENDMENTS, AS DETERMINED BY THE DEFICIENCIES MAY RL CITY INSPECTOR, By 31. ALL STREET TREES ARE SUBIJECT To INSPECTION AND ACCEPTANCE ME a.2 ENGINEERING DIVISION. ONL 02-14-18 4. STR EE T TREE S A R E TO BE PLANTED M PUBLIC IMPROVEMENT PLANS Y. ADD DWY, LOT 24, TRACT NO, 14381 ......... WtLEM AV E REV. DWY STA S PER TR.143,82�ON SHEE T�; 3 L4 C TY DESCRIPTION OF REVISION DATE I APM.LL 0 Engineer"s Notice to, Contractor Cll'Y OF RANCHO CUCAMONGA ---------- MMT TRMTARLE C01tractor agrees that he shall assume sole and complete responsbft for job, site conditions during the course of construction of this projectL, including safety of all .�66 nt F- 5! persons and property, that this requirementshall apply co inuously and not be limited TWO S Pof TRrE PIE Ty A SIZE SPACING to normal working hours and that the contractor shall defend, indemnity and hold the for L3 * 1 owm and the engineer harmless from any and all liability, real or alleged, in t Pl,flLns N, OVERLOOK DR, @ BRACHYCHffON POPULNEUS 51 15GAL 25, 0.c� 1m, prove;,mon Stre,0A 1: oonnection with the performance of work on this project. SOPHORA JAPONICA 24 15 GAL W O.C. _1012MOVOL— Ave 'as in plans and/or fleld k; CERVAWE!S"CE (D QUERCUSILEX 71�10 0C)n1tractor she# be-responsible to report discrepanc,I 6 GAL 40' 0,C� Treell 14381 SOPHORA JAPONICA 9 15 GAL 30' 0Z� oDnMons immediately to the Design Engineer for resolution prior to construction, and . .... ported and resolved. Wiall be responsible for discrepancies not so-re DEL W)IRTE KA-CE PINUS CANARIENSIS a 15 GAL 25' 0.C. APPrtova) ey ;112 1112 t i I i .......... ITY ENOINVER E a DRIVE PISTACIO CHINENSIS 40 is GAL 3d o.c. F's 1 SOPHORA JAPONCA is 15 GAL 30, O.C. Engthrer's Notice to Contrvctar DE G N' ED N � zt Localonmop _L at%d IN The wxistance and ftation of "underground ufflfty pip" o.r structures shown on T.8 re 0 PLA A!N box .10,116 T W r a 1hese plans were obtained by search of availablerecords, These locations are NEWPORT OFAGHt CA. 97-658 SHE F I ;t I a S i oximate and shall be confirmed in the field by the contractor so that any r*H:;essary owl )/c-Z* 949. 660 - 541�0 ode in alignment and/or grade of proposed improvements. The C.11 adjustmerft can be m, contractor is required to take due precautionary measures lo protect any utility lines A.C�E NO. 29329 NO. 10- CHE Kfl s. shown ond any other lines not of record or, not shown on these plan No. 169 DATE 111 11 1 11111m,0111 , Fl . WE""1111 , ill _141 0-11- i Jr DRAWING NO Z9 - eP_ - Q? CONTROL NO 151o3 OVERLAY NO ato3 tl• .iAlf _ tl• „4•f p• DATE Rele ase_ Date /v1Z9 / Ro Z/zzf9� R/W C/L R/W 60' X"wodkt ,l*Avo.ovw 30 30' R/W a,[sr -oor 09 n/ - 12' 18 ' 12' R/W 12' 10' 10 12' 12' 4' g � g' 4' 2" 3:2 2 0.2 0' X (SIDEWALK SIDE WAL K 3• P 8 TMC' Mp+X 2 I.7•�� �Zi 3.1 UTIUITY UTILITY 'cam IX 9' S' EASMT, EASMT 5 9 3:1 I _ �- --� - - �, 1122" 12 it ROUGH GRADE 3 I 3:1 :� p 2% R=70 Ti= 5 AjLTURA DRIVE Typical Poseo Section TYPICAL PASEO SECTION NORTH OVERLOOK DRIVE N T S NORTH 510E OF ALTURA bR SOP S/OEOFNORTi'�t' OYE.P A OR. R/W C/L R/W AIM 1� I I 1 66' 3 R/W 11' 22' 2' 11' 11' 10' ISIDEWALK 3'1 "2' 14' 7' ( ' TREE ik 0.12' 7 4' 2' 1 141`x PUBLIC `Y3' UTILITY 1 I�X 2- /7 t 3:1 8� 5 EASMT 3' 9 9 3 -ROUGH GRADE 3 e3ij� 3.1 3:1 9 Typical Paseo Section R=70 TI= 6 E457S/OEO.-CERVAAMES PL. _ r CERVANTES PLACE NTS igo= 4 got ►-0 „ „ Z~ W s'XZwXIt•�+lwe0 SritKfts N =N K Z v Z W _ G t N S duL ,. 2 Y♦RFDcueeD ,S/�/�DER 36�oN` /�/''�` W !4=U f A ASPlio/f ui W oAVfAQ�f X j v✓veo ST/��c sm9ceoLv ?"/(4•RFAWooO �1 m * tea(• P'"I& l-6 of 'fm F"FA "40 U � o=j OF2XR H d W V 0 C) K ��d N = `g SE-Cr�o� R-R O Zos� W f. x W Z d? � 0 < o m= REDWOOD HEADER DETAIL 46 F/' o tW=M TYPICAL W y/�� " w ALTURA DRIVE ' DESCRIPTION OF REVISION DATE CITY APPR. <oy CITY OF RANCHO CUCAMONGA _o> eW=LLW� _>W _ �m Qao�Es TYPICAL SECTIONS ALTURA DRIVE , CERVANTES PLACE ¢ CE �`r s Kana�a y NORTH OVERLOOK DRIVE O o <c<m= �rf/• r Tract 14381 ��� APPROVED BY ATE CONSTRUCTION NOTES: �•�f ��� � CAS CITY ENGINEER R.C.E. 44_53 3"A.C. OVER 4" CAB PER TYPICAL SECTION � -- = Q Y W W= O3 811 CURB AND GUTTER PER STD. DWG. NO. 104, A2-8 � ',, DESIGN vGT VALLEY CONSULTANTS, JNC, RECOMMENDED c ~ W¢_ W 9 4 PCC SIDEWALK PER STD. DWG. NOS. 101 81 103 DRAWN N P.0. 80X 10516 Orn=�o� ca `ems �z <v�=>E¢ z <a�,= I 4��A.C. OVER 4�� CAB PER TYPICAL SECTION SNE E1 s ��N==;� _ ;=N V G� E1IVPORT BIE 4CH, CA. 92658 J <0 0 0 0 0 (949 650-'� 5430 OF CHECKED W o W s o=o R.C.E. N0.29329 DRAWING NO. d �� �ioo� y GZ DATE 6e, FILE NO. 8 DRAWING NO, CONTROL NO� i6i,5 OVERLAY 0. WE 11 -Impm Re4ease Date 91—90--1 C VRB�, R1 n*N PVT-8 67 L-46� 44 BEN�CH ANARK NO. 148-8 I** VC STANDARD aWS DISK IN THE W 'lap: 9 CORNER OF A 4' BY 8:' FOOT DROP-IN-BOX F OR DRAINAGE CULVERT AT THE NE Dll�--7 q�i � CORK R OF KGHLAND AVE AND M z ET1W'ANDA AVE., 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24' 6AST OF THE C/L OF EMANDA. F- Vf EMATION 143Z612 11 If I I i 11 1 i I 1 11 1 R IN RON=plooligi 1111op IN riv E FINMSH GRADE 4 TC LK CIL E CT tin V, AU, 77 47n Mc PVI-417 .68 CL -51.4" �WB, RL'TU!tN L=42 �41 r3nim "CU140 9' C'U" IT F-- 9k V t kill qvr"�5 10T,A CD 'Ell ID + 0 IV% 4 7 1560 P NT$ x 93% io,M I I - 4.43% aont� C)t L4--q-d- R�TURN EITS 4RO"D* IT U*IB �,T L 6 A.14 R 2 0 �-�10,82$ op _j 1. + ASO low 1w 4 - - ftl:,�! . J Ch z =1 + CP FM 91 7 "TUtT 0 ell it L I Ct th km- I V EFTTICAT4 tuft jp+ -.?ON TrxrrrN* =old, � %V T&TtR *Rx-br 14D 41. \10 i 624" Uft + co L1% wx t str" G*ot*D tp on SCALK' 14P IZI R 40 tx HO! 100, Mn 000 VERT R 19 210 21 22 0 2 3 NOTE16 FOR(E IMPROVEMENTS TO BE INSTALLED AFTER TRACT M82 RECORDS. oof ES WEST SIDE OF CERVANTES AND NORTH ' SIDE OF ALTURA WEST OF DEL NORTE, cofftelfflne cum Deft n13 4 1;� wM See Sheet NO. 4 M TRACTNO. 143:82 ELTA e Altura Drive TRACT NO. 14382 NO RRD1 US I"GTH TANGS" (FUhJre) SEE NOTE ABCVE js (Future) % 4w V N�� OF Ch e/ f 6 r 39 440.001 26'3721" 204.45' 104. 10, ------ fr 1 �4 1 SEE NOTE ABOVE 0 0 10 CO 23 -3W T", -jA ND C4 NZ'.'Z h, Qffb Q)" V- 3 % 10+3 5 . IS RcR IMD wo RKDTUS DELTA IZWGTH TjWGERT /72110 11 w w 9 A14 OL 0 w ?2+44 � 90 7 27.001 88*41 , 3510 41-30' 26, 39 , -2 U) XCR aw "S; 0 a a 27.001 90*00,001, 42 ,4 1' 27,00' z 14 9,�, - I-* I ,l- -i I.- B-011 I w , "P. 1 4% 26 .001 4 0 9 27 ,00, 98*3 2�' 21 46.44 ' 31. 315 ' 7' I's I I V �- -Tw 3e 418,00' 26037'2111 19,4. 22' 98.90, 917 . 37'05 11 214 -631 109. 191 : 40 462.00' 26 dw� 2j, �A xvvo 44-3a > CO U 0 0+W00 DEL WOM 156 Do , U It C4 30 0 =22+89.90 ALTURA 9 X -,,o &r tn z I JAI- -A.) io gi, .. 1: 8C 0 z 2 LD t- '96 W- 0 %0, Nip, ADD DWY, LOT 24, TRACT NO. 14381 02-14-18 27 REV. DWY SWS PER TR. 14 382 S i 401 *1 - I R- ---- 3- 7. 34 23 24 DESCRIPTION OF REVISION DATE AF'PR' -5 Solcorro Drive TRACT NO. 143'81 CITY OF RAN�CHO LU'CAMONGA TRACT NO. 14381 (1:2) A#m Dr*e ESSjjL Plan and Profile See Sheet No. 4 awn 3.-aHZE CONSTRUCTION NOTES, Cervantes Place Cervantes Place M Z.--.--.I i De�l Norte Place T t 4!'AC OVER 4%A8 PER TYPICAL SECTION(SEE SHEET P-) Dot Norfe PjjPCLq X AC OVER C CAB PER TYPICAL SECTION (SEE SHEET 2) @ STREET LIGHT(SOW LUMEN HP,S.V., BY SCE, PAID AND COORDt'NATED BY DEVELOPER) 40 0 40 so Tre U ct 1:4381 z 1 40' tr CURB AND GUTTER PER M DWG- NO, 104 A 2-9 LWDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2) STD, DWG, NO, 107-A DA T I e ieet APPROVED BY EEFI ASEMENT NOTES CITY ENGIN' R.C.E. la� SPANDREL AND CROSS GUTTER JmER M MG t4o 1066-A BARRICADEPER M- . DWG NO 131-SAND TEMP. PAVEMENT PER STO DWG NO, 132 E '000 HEADER A 5' Ufloty 00,99ment deftated to the City ACCESS RAMP PER STD. DWG. NO. 102 7 X 4' REDW wide �Jbjfo DESIGN I t2! INC. RECOMMf NDED DWVE APPROACH PER STD. Dwa. No. 101 Of Rancho ucamonga. 5rRFFT TREE PER STREFT TREE TASLE fSFE SHEFT 1) 1 --- VCZ VALLEY CONSULTANTS, A 6 streo tree maintenance defteed to the CRY cftwrit:� & P 0-1 am 1051-B a (j) 4- PCC SIDEWALK PER M. DWG, NOS qO1 103 MUME BARMCADE a BR a of Rancho Cucamonga , D'"'WN NEWPORT , BEACH v CA, Se SHE Ll 11. STREET NAME SIGN PER CITY PISTMTOR .,STD. DWG No 40 I-A A 10 41096'fnent dedie'ated to 'the City of Rancho V CUCOM01190 fOr Sidewalk, Street traes, and pubfic ufflifles, 3 Of FE 5 8? SIGN R1 (STOP SIGIsq, LIMIT LINE AND STOP LEGEND CHECKED R.C.E. NO. 2932 DRAWING NO. V r-1- DATE 11 R I -11M.- DRAW: L f-- ING NO. CONTROL NO, OVERLAY NO. J)A IL E QATf T f R Release Date !PV1=8$ . 12 PV11 =80� 97 BENCH:MARK NO. 148-8 pa� STANDARD BRASS DISK IN THE W CORNER OF A ova T WSY WFOOT DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. pVI=rK57 PV 4 AND ETWANDA AVE., 66 FEET NORTH OF THE C/L t # a C; N --&— ?4 + 11D PV 71 OF HIGKAND AND 24' EAST OF THE C/L OF + + ETWANDA. r4 -w� #�T I + . Q� '*I-N 1 1-4 + 0 sa Im, q.V-� j 17 EUVA77ON 1'432.612 6 + qn, P4 0 00 + \1 in 4A im , FT It ;PROFILE V oumm I z + 4 _-A Z, \Z 9W loll 04 4- to Irnt , I+, .1 Ch ck Cft W W. Ch 0,, cc 0 PR + .,& , 42",JaL + + + C4� C; 0 LEF7 7C CFL WA ), VC P-01 U + + + m + PV`1 4 84A7 wool 7 66 41* ,"ja i I I : R�_ 0; MO; 45 44 P101181f CKAD U, wo '41 + Vitt M4 rq to -via + :r4 0%)w ------- e0o!7 two jl� 906 ----------1_1�_ + V pV1=89 . E 7 ML + 0 lop 14! + NTS 4p� 40L rq U4 C" 0� AWN! m v) WN� PVI= as.12 em,1 97 1 -4 + C* + co 0 ?14 -4 1-NI, 14 M co VC C-4 - U L__ goo- em� + UT C;t- PLVI Z b 84.57 4z IC C), iW41 .. '04� 077*OjW,�jf-te-A' +1 ev Ft4 D,�ffe to in + 0 1431 4- PV 1 65 + 4. j r-40. 3 j U! Alt r% so t RIGHT TC F11ROFILt A+ +i r-L- + 4 41% �M I,-p, i T CY _TOM .7 -4� 4 R11r,'INT TC PR 1FtL 4.i20 SCAM IHORIZ I" -t 040 VE R is 19 20 21 22 23 24 25 26 27 NOTE IMPROVEWNTS TO BE INSTALLED AFTGR TRACT 14-362 RECORDS'- 13 COINSTRUCT70N NOTES.- NORTH SIDE OF ALTURA WEST OF DEL NORTE. to ] I S Lij 311 ACOVER4r CAB PER TYPICAL SECTION (SEE SHEET 2) See Sheet No. 3 com1pro"s Cum Deft W CURB AND GLITTER PER STD. DWG- NO. 104, A 2 -8 TRACT NO. 14382 sit Norte Piece po� RADIUS DELTA LZRG"rH TANIGEM: U SPANDREL AND CROSS GUTTER PER STO, CWG. ?40� 106-A T 64 3% S 15 320 .00, 0 45-5512110 256.4,8' 1315 .58' ACCESS RAMP PER SM. DWG. NO. 102 @; job` 33 375 .00' 0*3221" 55 �89" 20 -00' 0 + N, - 2 JQ 34 375 .00' DRIVE APPROACH PER STD, DWG, NO. 101 TYPE R X64 24� 44*00' 21" 208 ,02 151 .51' IL �p 230+49.9 + ry r4 24 C PCC SIDEWALK PER STO, DWG. NO& �101 & 103 - I 4�0 0445.00 J 1 0+44 -91 EC %73 Ad I . I — MEET NAME SIGN PER CITY WSPECTOR PER STD. DWO, NO. 401-A _1*_" 4 \1 - N - SIGN R1 (STOP SIGN), MIT LINE AND STOP LEGSNDsTa Dwa NO. 401-8 21 '7 STAM UGKT(5800 LUMEN H.P.S.V,, BY SCE, PAID AND COORDINATED BY DEVELOPER) zOf 49 UNDER SIDEWALK DRAIN PER STO. DM. NO. IOT—A 3 V X j 'C� 4% lye,( 1 20 SARRICAMPER SM. DWG, NO,01-BAND TEMP. PAVEMENT PEA SM, DWG. 132 23 r X 4�REDWOODHEADER PER DETAIL (SEE SHEET 2) 3 Cq 40 0 40 z e1b STREET TREE PER sTReET TREE TAeLrz (SEE SHEET 1) 9 C1,11 00 In' 1 40 ADXST MH. COVERS A-NO WATER VALVES TO .01 $Cole feet z 1 GRADE- 14 'V 100A0, 2 5 ,44i 0 TYP 9 mw 3\3 ME 3 + x m �b 4 rc lo 40, 26 Ffl ADD DWY, LOT 24, TRACT NO. 14381 02-14-IB z 25 21 + 27 5 13 MTREV. DWY 6 24 28 STAS PER TR, 143132 3-10-01 el CITY 28;m 3=91 L2 Imp___ -DESCRIPTION OF REVISION DATE APPR. ;;?.-6-2 1 W L 3 6 1 v, t� 4 .,t 6 r FOR[R] _�wzmg�__ C 1"I"Y OF RANCHO CUCAMONGA ;iN-tsmi @11� TFMCT NO., 14381 29 gp�zi if-m;z Plan and Profile �:j w fcw z,i;5=;z 281 ts ly Itura Drive Altura Drive 1_9 w ego > fryfil- Curb Curve roes r CAO Tract 14381 NO. RADIUS DELTA LENGTH T"GENT North EASEMENT NOTES Overtook Drive Mum APPROVED BY DATE 6 27 . 0,01 85 0 41 1 56" 40-38' 2 5 .05 ' See Sheet No. 5 I A 5' vide pubk utifity fmmermW dedjeaW to *m City of R.C.E. -Sz�. r" - (),� CITY ENGINEER -ZF ov 7 27 . 00' 88*4,1' 35" 41.80, 26. 39' Rancho Cucamonga. No w a 27 . 00' 9!0*00 1 001, 42-41' 27 �00' DESIGN RECO: MEN:DIED 4'�-'A, N VALLEY CONSULTAN 2 A 6' wide street tree ma"enemce dedicated to the City 9 27 . 00' 98'32' 21" 46�44' 31-36' 10 !rA TS1 INC� R Y", .'0- N V 4__z 4 P. O. BOX 105 IS 9 gt, 'of Rancho Cucam-ongo- 14 302,001 45*55 '21" 242,05 127�95 ' 14 A 22 338 , 001 44-36156" 263.201 136.68 ' 1 3 A 10" vAde 40sament dedlcaMd to City of Ramft 34- :1 DRAWN NEWPORT REAC CA. 92658 SHEE1 IV i i - 32 357 , 001 350 2810:01, 220,99, 114- 1.6' �Al Cucamotiga far sMewalk, stre* ftes, and public utififies. 35 1 393. 00 ' 1 52'3242" 360.414 194.00 , r1T_ (9,49)650- 5430; vg=x=-V-w 4 OF a C1 oA� e�__ 1. � X!f r��;; -R.C.E. 100.29329 CHECKED DRAWING NO. E A N N 4 By L _U V AND OF HI ETWVA N6- JE C; V6;L DATE FILE NO. ----i 4, 1 11 R ill I 1�� j' DRAWING NO. CONTROL NO. 010 OVERLAY NO. III 6 AS"E- AvvgpyEL itiDfF Br DATE Br OAT E By DATE POR 200' VC PVI=70 . 27 4 Release Date Ln ; - /p129190 _ p4 ON —~ 200 ' VC. . -`- FOR 20 VC Q BENCHMARK NO. 148-B o ✓ Ct3 FVI=?3 .0� FVI= 2 . 27 OD Z Z Z 9/ , u �, o - STANDARD BRASS DISK IN THE W CORNER OF A 2� C o 0 0 +� r o 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE FVI*70..27. t i m S /7 11 ' ai •+� + �, o �. zs ` AT THE NE CORNER OF HIGHLAND AVE. r t`i u CULVERT o: o N 04 + ETIWANDA AVE., 66 FEET NORTH OF THE C/L o r o +a n _ + ao , AND F D AND 24 N EAST OF THE C/L OF i4 e N r o o �►- � � o IWAN A ii �XI'ST>Im,CR�tti� i1F 14, LT ; N ..� o oa m 7 o + 1 N I + orTs ELEVATION 1432.612 < P01t 2bo : VC F rs , PVI=66.��T e� + t Eh i� I o 1 + j , E POR 011: V LEFT TC PROFILE _ . C .L PVI = 72.07 i — \ , r` A t7CISTI�TG GRt} ! f 4 408 , : it t p '4 0 240' V POR 20 VC T N , I M/ p, X i s n L o 200'" PVI=72 .S7 PVI-7 .0'7 f o �, N o ►-+ y �+. ��.� PVI = 7_ .O7 v a ►- �+ En- !<+ , vti rn p►ice+ ,� rt n + o c o 04 � + � � �'�► j# �4 !� ; ti g +.+ 1:.40� o o „� o o N o '^ 1 �j I i� 4-4 ' m o `�' I EWTIl2AL;P0j n + `� '� �' Eon o , , 10 ' T-4o Me in in FM 1011 B I o a r+ OR 0! M, .2 7 - u GRADE J FINISH � A11E C L00� . PVI 72 e. u -0 .40! i t f I Bin 404 1" Ofy ; � T� v� `- . 2 9 0, VC o o . • : !2 0 1 t; ti PVI =7 0.2 7 ;N i VCR 2 0 tl Q' STNt ilfl G + PVT= ,2 .27C D[ UZkD 3 3 7 OF + + PVi # ` -7 0 + o En +in ter- 5 0 ��- 1 : o o u 1 :00 o f oFto, , 0 ++ U 94 +bn r A m O I1EN'rICbI. `PO>tNT�o © n In j 5. L t h : o Ln P I=16.67 +40 < > . - : - I CAL 'POINT , H u �+ �,�"` RIGHT TC PROFILE: 0 401% 1.4011 - 16!Ott F l f f 3 *4 +� ,4 . R R% T � • f , , t BR a £ E • f t f , SCALE: f r, ( h� oe VERT. _ , < 6 7 8 9 Q 10 6 11 8 12 13 14 15 s9 16 See Sheet No. 4 1e q13 18 8 18 Altura Dive �, ,� o i M. 13 8 `'��o,� o �o N 3 4 is s CONSTRUCTION NOTES: � s� rps,�� o• a u o 18 I o 1 k 16 ry .�5 fw 2 31/►C OVER 4• CAB PER TYPICAL SECTION (SEE SHEET 2) 0 6 ♦ + w ,� 3 r CURB AND GUTTER PER STD. DWG. NO. 104 A 2-8 O " R3 1� 9 _ L�?6-22' --- - L=72:$6 • =7v M b '�• 0 �r5 0 _ 0. 9/ • - _ x 14 18 �4 SPANDREL AND CROSS GUTTER PER STD. DWG. NO. 106-A • 2 a ^� 1C O ACCESS RAMP PER STD. DWG. NO. 102 go 11 - 1 _ PROPOSED WATER ��_ 1 O DRIVE APPROACH PER STD. DWG. NO. 101 TYPE R-2 �\ 6 L•60• • _ t0 t t �2 -1 a �'� 8 9• � � { � 50 ! 4'PCC SIDEWALK PER STD. DWG. NOS. 101 Q 103 m o z x0 as U T �� 3 OS$D SEAR _ _ _ 54 ��03, E t8 11 STREET NAME SIGN PER CITY INSPECTOR STD. DWG. NO. 401-A ►- o W S f 8 • PROP _ 2 ,1 o -� `� pr , 12 1� SIGN R1 (STOP SIGN), LIMIT LINE AND STOP LEGEND STQ DWG. N0. 401-9 Wca W c'rA 6 4 / t► - s -� 6 `� ! 13 STREET LIGHT (5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER) W � �D, 29 a L_ }�� �— 3 3 \ a� a, N 2° Off' �'ti \ 'i�_s� yo, _e �� B Lt 1 ati� 18 UNDER SIDEWALK DRAIN PER CTD. DWG. NO. 107-A z v z� k0 6 0 ° ' '_• -� s _ 0 9 - _ _ Z S W� 4 N o '� s ° e• STREET TREE PER STREET TREE TABLE (SEE SHEET 1) m W o d R� 6 • w L+Cy 23 rYr + ti 18 REMOVE BARRICADE W � 'o� 18 16k1 `" Irl �► d L a ��� xto°•�e Z z j uE y A, �` • S * w ', \ � 8 r \ ��. `�•,� 11 _ d � W 13 U .Wc °�'o 6 8 p N 9 / B 7 OC i°�i`�' '{ � 3 3 \a►�' `�� j � �k.�y a L �+ ,►o �OAOS I o X i = oS= C� 30 ti �� st 2 ���o E �e� \��Rs '°�o `�d•�N � 1`' W� A �i' j '' w w o �+,�x� tb '� • 0 8 os d�, =o zkp e' w 3 rfl a s 's b IL c� = 3 d �r !841 g b (54 TC \ CITY �ti• /'yy/ 00 • ti \ 8 Py 10 y DESCRIPTION OF REVISION DATE APPR• CITY OF RANCHO CUCAMONGA - �yZ31 Centerline Curve Data ,� t 10 Plan and Profile O U W C C ►y=zaFr-.2 r o W W m NO. RADIUS DELTA LENGTH TANGENT for J C J J \ \ \ d d d C J W � fh�oJ� �"� r 6x� v0 \ 51 555 . 00 ' 21'47 ' 0 " 211 . 02 ' 106 . 80 ' 8 North Overtook Drive � o W z 5=JZio�W S. 2 \\ -Pr? 1•Y 13 E E£ E 1 A o C o�Jcs¢= S \ j� �� 52 55500 73 05 70802 ' 41138 \ 15 1 \ ¢OR36 :o,t� A 6 c = W c�C�� + ��, �Zb �41' Ik ti Tract 14381 _ ERIST. INPROVEMENT s �s ?� 1 _10' ,0 0 w 120 4+ '4 North Overlook Drive 4� =y'-yQo PER TRACT 14380 4'�' 6? G ti=o=N;W sT c, oG� SCALE71, FEET g � APPROVED BY DATE ,- c2 z o`o DWG #� /4-35 O p�, L � ��, W J. r= J C=w LZZ SHEET 8 OF 26 RLQo Curb Curve Data �� CITY ENGINEER R.C.E. W W« x yAwn y EASEMENT NOTES A 5 wide public utility easement dedicated t0 the City of Rancho Cucamonga DESIGN VALLEY CONSULTANTS, INC . RECOMMENDED West Overtook Drive T E f ` W=_ W NO. RADIUS DELTA LENGTH TANGENT � A 6 wide street tree maintenance dedicated to the City of Rancho Cucamonga P.O. BOX 10516 !r3jo-7 ® A 10' wide easement dedicated to the City of Rancho Cucamonga for sidewalk, DRAWN NEWPORT BEACH, CA . 9265A SHEE1 6 27 .00 85 41 56 40. 38 25 .05 C�° 50 537 .00 94.52 41 889. 24 584 . 78Lf street trees and public utilities. (949) 650- 5430 , E EE E 1 , P GT' J t p 0 0 0 -- - , � :N3 53 573 .00' 17.29' 01" 174.85 ' 88 . 11' �, `! Of 54 573 .00' 68.47 1 3111 687 . 97 ' 392 . 28' Of CAt1F" CkECKED ,� DRAWING NO. R.C.E. NO. 29329 U U r y GT DATE 3 6 0o FILE NO. /05 N Uini��U� J 90 42 q ICP 07 V Release Date BENCH MARK NO. 148-B z/zaol / � STANDARD BRASS DISK IN THE NW ROFA4' BY8' FO OT DROP-IN-BOX ,S1/�I/ J M/� 8 MAx CORNER FOR DRAINAGE CULVERT AT THE NE MEi9.VOERi„JG S/DEW A[K , _ � , Z R/A19 / nq L CORNER OF HIGHLAND AVE. AND .a 7 3 ,t l/ �c 3 M.�vr 8 s i�li../ 1%+ e E Z ETIWANDA AVE., 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24' EAST OF THE �` CTI C/L ... _ wANDA. J - � f I EL EVATION — 1432.612 J 1 3 6PER METER IM K. WALL ) t c W PER GRADING PLAN =` ` � EXTBr�lorlS IT YP 1 0 C.6". for'. 12"or 18" I N atwTaa Founory 1,2t?10 Cast iron e h • _% • � t• Z � �e- S �e - Gate for Pancway I p yo FIG _S�,�. 2% t FG 0 a•— /1°� 4_ t%-5% " ti ` .tom ��� atWrOra FotX A-2712 Cast Iron Avg mfl� f e q L_ ids r ' � -_ tv. 2 , to&Frame for Traffic ROTE: I _ r \ • Solid Comoro avaitaf�te 2. I on spocial rm,-est O O , / I t W 2•�_ . J.j'� i Syr �iy �� t / yt Li 14 o c 3 _ SECTION 8— B �' SECTION A A N.T.S. �J ua ears•Contm,mn 19"Base vMth knodeoU! FRONT VIEW 12t' 1/8"MIN. RADIUS METAL FABRICATION NOTES 18u SIDE OF 4 0. C. MAX►N. i. CONNECTIONS TO BE CONTINUOUS WELDED. I SIGN/POST 2. REMOVE ALL SLAG AND SPLATTER. 1-1/4"-I-12" DIA. STD. PIPE HANDRAIL �� 3. ALL TUBING TO HAVE ENDS WELDED CLOSED. 'g - �0 N�•I. o � 24t �� 4. GRIND ALL WELDS SMOOTH. a �a 12it c>D- 5. ALL STEEL TUBING TO BE II GA. UNLESS OTHERWISE SPECIFIED. a. 6. PAINT ALL STEEL WITH ONE COAT ZINC CHROMATE PRIMER AND I �t- I.7 ENTER. NO VW W I/s MIN. RADIUS TWO COATS OF RUSTOLEUM, OR EQUAL, RUST INHIBITING PAINT. I �""N°"""OC1c0t1S HANDICAP N = COLOR: s,ae � r M REPRESENTATIVES OF THE CITY PLANNER _ �•� a�. n TO BE DETERMINED BY NQ MODEL NO A'SIZE i wEiGmTS A N 0 2 AND CITY ENGINEER. 1i- — KNOCKOUT g2� i Extensions = 221bs.per in. a 7. PAINTING SHALL BE BY ELECTROSTATIC PAINT METHOD_ D&121z i7'�z' i 1e Base = 37010s RAISED I (e VWtis) Parkway Gate = 251bs. MODEL.NVMSER� 0 C CONCRETE o ! I Traf f,c Grate 50 IDS t 7 6. F,teru oru = 40 ibs perin, p&t818 11 r it* +—o D�18tE t8'r18" 8`ease = 715ibs. D&2a2a 14" to COLLAR - I f5'lnttfisl Para ey Grate = 501bs. Traffic Grate = go IDQ 1/2"R,TYP. �„_ = a0 Exteva.-Y G : 50 1bs.Der in. a IO/o p&2a2a j 2a�',Q'a" 18"ease = 870 tba l i5 vratisl Panv✓ayGrate _ 961be j.n-'-•-. .. - - :i: 1 — Traff.cCXale 180106. N 2"X 2" POST o `` it 4--• 3 CORE 2-12 , INSERT POST ETCHED STAINLESS STEEL 4-4 FINISH PLATES WITH p N F3 POR-ROCK IN PLACE RAISED COPY 9 GRADE 2 BRAILLE PLATES TO BE - MI NOTE-- NOTE : POURED , `. �►_ /- �'� 1. REFER TO METAL FABRICATION NOTES MOUNTED TO 14 GUAGE GALVANIZED POWDER COATED CONC. — ABOVE. FOR LANDSCAPE MAINTENANCE DISTRICT PLANS, FOOTING - b 2.INSTALL RAILING 4-1/2" FROM REFER TO DRAWING 1435 —L, SHEET 2�� X 2" X 6� POST. 04 BAR DOWELS 17 . COLD JOINT OUTSIDE EDGE. , BOTH WAYS THR a - - , � BOTTOM OF POST�I�III�- ����;a y N 3. NUMBER OF RISERS �fNRY, SEE PLAN. POST VV I 12 9�, N.T. S. a N.T. S. METAL HANDRAIL & STEPS a FOOTING _ DETAIL MIN. Q 3 CURVE DATA C 9' SIDEWALK W R = 59.00t H = 48000'19"t L = 4SL43' k a e T = 26.27 a '�J l- CH= 48.00' .t` , �• - � Lot 20 0 vI P 5 � 240 , 2 mar be /761,71 , • �k�� zf` tom' ts' ' ¢s' (J ram, Z�. t� ram, t* �D 14 TYP TC - - _ 0� — T ail TRACT 14139 � . m 0. R mA 1710.0 ,� K �. G. fK PERIMETER WALL X PER GRADING PLANS S o S a ? ak 67 OX^ Q` n 8 / f SAWCUT a CL N Z ,�o' 26• — JOIN TO z <' = k . `� EXIST. SIDEWALK us z ZZ g U a O z p 1770,10 2'tT 2'!t 48, _ �.zs' v - s83� l f.8� 3' �� T 8 W W < < g � y_ ,/ z f• ,-,e � � �-., _�, s, - D .� -j- EXIST. SIDEWALK _ J N z W 7 7p lid— s',7� I W a S j O �x t �� / \ ^ o/ \ Ex•a 7/uc �esl0/�G z 7 g Z \_ / ,r s_ EXISTING PASEO � N � cP� o, I 3 � � �/5 - - � - - - ESS < 2m? Q A� -+�aPo4'o se3�o C -�' NPS.g3�n 0 �ry �er= �`'_ —� F 3�� r� t ` n z z a O ? 6 SO•% f♦� L r I L W g (O 77i.,33� _ — '- REINFORCED CONCRETE STAIRWAY `.'� JAWS KAYUMI " ; a CO �~ 't 'F1y. — z: PER STD. DWG. NO.NO. 600, TYPE A w O �,�� �59 14 RISERS AT 6 „EA. = 7.00 , NO 2M CITY '� '` �. a 5 PERIMETER WALL 13 TREADS AT 12 EA. = 13.00 DESCRIPTION OF REVISION DATE A, �7o X��. PER GRADING PLANS \ JOIN EXISTING CONC. WALK `CyP ��3/l03 APPR. - . . c p V M UPPER APPROACH AND ALL TREADS - CONSTRUCTION NOTES: J' CIV1� _ �L �, vti G ro r,• SHALL BE MARKED WITH A STRIP OF fCITY OF a O �L $ o qgk�. CLEq� LY CONTRASTING COLOR A�M.IN. g 4" PCC SIDEWALK PER STD. DWG. NOS. 10( & 109 9lf Of CA�� RANCHO C U CA M O N GA � _ o. x -< � OF 2 IN WIDTH A MAXIMUM OF I FROM /07 A _ w o. TD D N THE TREAD NOSE OR LANDING. CONTRAST is UNDER SIDEWALK DRAIN PER S G �� $ � O Paseo/Greenbelt Improvements _o ING COLOR STRIPS SHALL BE AT LEAST Lot 19 Q AS SLIP RESISTANT AS THE OTHER TREADS. 26 INSTALL ,DRAIN PER DETAIL HEREON for 0 I INSTALL NO HANDICAP ACCESS' SIGN, PER DETAIL v o n ¢ o 4 A HEREON, AT BOTH ENDS OF PASEO. Lot A <¢ LOT. 13 ® CONSTRUCT 3 HANDRAILS IN CENTER AND ON BOTH SIDES, PER DETAIL HEREON - s _ TRACT 14139 HANDRAILS HAVE ENOUGH MINIMUM STRUCTURAL STRENGTH TO SUPPORT A • � ro=: ¢ _`¢ a c 250 Ib. POINT ,LOAD. Tract 14381 PROPOSED 8 PVC DRAIN PIPE APPROVED BY A DATE L111er <- �_ CITY ENGINEER DESIGN RECOMMENDED v61 P. O. BOX 0105 6TANTS , INC. DRAWN NEWPORT BEACH, CA. 92658 SHEE1 20 0 20 40 CL ,� yG� 949 650- 5430 o c - < _ _= 1 = 20 s OF scale feet CHECKED 41$4t. RC.E NO 29329 DRAWING NO DATE •o FILE NO , a r A1070� CITY OF RANCHO CUCAMONGA 1. ALL WORK SHALL BE DONE IN ACCORaWCE WITH THIS PLANS, THE 13. ES77MATE OF 00ANTMES IS PROVIDED BY THE ENGINEER ONLY FOR CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE 8' SPECIFFCAnONS FOR PUBLIC WORKS CONSMW77ON - CURRENT HIS OWN DETERM/NARON OF COWSTRUCTIOVV QUANTITIES BEFORE PUBLIC DEBRIS BASIN ED177ON CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS RESPONSIBLE FOR ADHERENCE 70 THESE STANDARDS AND WHICH /S NOT SPECIFICALLY LISTED IN THE ES77MATF OF 1 SPECIFICA77ONS AND APPLICABLE SUPPLEMENTS QU07777ES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER FENCE PER 15' 7YP. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR ITEMS OF WORK. f 39' 12' fy LMD PLANS 10' 10' POOER POLES, W4TfR METERS, VSAEWI<S, FIRE H)VR4NTS, ETC SHOWN 14. STREfT SIGNS PER CITY OF %VaV CUC40 NGA SIANaM PLAIN 1723 OR NOT SHOWN ON THESE PLANS W77H/N THE RIGHT-OF-WA Y LIMITS NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH Z �� S EXIST. GROUND 39' 12' / 40' VARIES OR IN A111ACENT AREAS WHERE IMPROVEMENT WORK lS TO BE DONE INTERSECnON. FUTURE Q \ SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS '¢ CURB ��p % 1 r, r, o �1' 2' REQURIED AT NO COST TO THE CITY OF RANCHO CUCAMONGA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE IHE DEVELOPER FROM �1,t `� \ R/n/RE % EMERGENCY MA/ E RESPONSIBUUTY FOR THE CORRECTION OF ERROR AND OMISSION DEBRIS NS/N SLOPE - Q CURB _2 OVERFLOWROAD 4 1 3 ANY CONTR4CIZ�R PETZFOVRM/NG WORK ON 1NlS PROJECT SHALL DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED 1-u DE�I?IS BASIN SLOPE FMIIL14RIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY PLAN REVISIONS SHALL BE PROPTLY SUBMITTED TO THE CITY a $ 1721 \ RESPONS/BL.E FOR ANY DAMAGE TO EXISTING FACIUTES RESULTING 11NG ETVGINEFR FOR APPROVAL FS 1 DIRECTLY OR /NaRfCTLY FROM HIS OPERATIONS WHETHER OR NOT C 14 N - k SUCH FACILITIES ARE SHOWN ON THESE PLANS. 16. WORK SITES AND EXTERIOR STREETS SHALL BE NV A MEAT,, CLEAN, H42AR0 FREE; ORDERLY STATE THROUGHOUT CONSTRUC77ON. SITE NO SCALE f w,l�l� 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUGAMOWA SHALL BE CLEANED UPON REQUEST OF THE 1NSPECTOR. &rcm y L ENGINEERING DEPARTMENT PROR TO ANY ENCROACHMENT OR NO SCALE CONSTRUmoN WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN RIGHT-OF WAY. CURBS PRIOR TO FILL PLACEMENT 10' 1' 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 19 CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING z 20' 1720 FS 1720 FS 60 T'PPLAN PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF DAYS PRIOR TO EXC4VAnON, PHONE NO. 1-800-422-41JJ ov NTS FA"MET POINTS WITHIN 001 FOOT OF SUB-GRADE ELEVA77ON AND EXIST. GND. 1 ` AT NOT MORE %W 56 FOOT INTERVALS PAM STAKES PROVIDED FOR YOUR COVI�N/ENCE ARE THE FOLLOWING METAL HAND RAlLIPVG MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR 50 VERTICAL CURVE AREAS 6' HCIHH SYUNA°- STONE WALL �X����� A SAN GABRIEL VALLEY MUNCIPAL WATER DISTRICT (818) 959-7511 E7YIST J.1 DEBRIS 6. ALL SEl", WATER, ELECTRIC, GAS, FlHOIVE, OR OTHER UTLI �G1 TY MR. MES FREI BASIN SLOPE LATERALS, MNNS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO FOR BASELINE RNO CONSTRUCTION l ' '�, HEADWALL 1720 PAVING. B. GENERAL30 TELEPHONE COMPANY (800) 483- O i �� EXIST BnrrOM 7COMPAC7ION TESTS OF EMSANKMENT TRU CONSCTION, TRENCH FOR UNDERGROUND SERVICE - - - RCP1714 64CKFILL, COMPAC77NG ORIGINAL GROUND AND ALL SUB-GRADES �� �� f WAILS© Z7.. sHAtt BE PERFOR,aEv Ar No CbST ro nrE C/TY Rrovet C. sou"Ifm c4t>FoRNbt GAS compkvY (800} 427-22a� ���� 2 171s nr 5 NV C ACAMOACA. A WRITTEN REPORT W7TH THESE COMPACTION TESTS 1981 W. LUGON14 AVENUESHALL BE SUBTTTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO REDrANDS, CA. 92373 NO SCALE � 1707.5 7 THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Cam, 1715 FL FL D. cUC4M0NGA COUNTY WATER asTTRlcr (909) 987-2591 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 9641 SAN BERNARDION ROAD APRON 1 5. 2 SUBMITTED TO THE CfTY ENGINEER, R, LIS77NG ALL TESTS OR RANCHO CUCAMONGA, CA 91730 + INLET 60 1713.5 FL 00 DETERMINA7101VS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. E. METROPOLITAN WATER D157 RICT (909) 593-7474 1712 5 fL 11 INV 20, 3 700 N. MORENO AVENUE - g PRIER TO THE INSTAtLA'TION OF#f` PASSING; A WT MS- RfPDRT Lit vEw, CA 91750 Cv � 2 D-1700 21" RCP RUBBER GASKET JOINTS SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS , OR DETERMINAL110NS COMPLETED 10 VER/fY R-VALUE. SIEVE F. SOUTHERN CAUfaRNIA EDISON COMPANY (800) 655-4555 60 RCP �-,\A_�\ ;��%VA�;�\� � �'��� '- 1 ❑1 INLET STRUCTURE AND TRASH RACK ❑5 PROPOSED SWACE ANALYSIS AND SAND EQUNALENT OF AGGREGATE BASE. 7951 REDWOOD AVENUE PER DETAIL 1 ON SHEET 3 ® EXIST 72' RCP 0-170D 10. PAVING SHILL BE PERFORMED IN ACCORLJANCE WITH R-VALUE AND FONTANA, 923,36 BOTT. O 170�8 FS F BASIN T ❑2 21 JUN RCP (017A0) ❑ C ON STRUCTURE NO. 4 PER CITY S7D ❑. 333 7 CONC CAP PER DET. 5 SHT. 3 PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR G. PACIFIC TELEPHONE COMPANY (714) 999-8639 cmy c- �---+ ® CONCRETE CUT-OFT' WALL PER DETAIL 3 ON SHT. 3 TO CONSTRUCTION OR THE STRUCTURAL SECTIONS. 1710 FL 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE RL14DWAY NO SCALE 3 WALL EDGES BOTT. OF BASIN 11. WHEN IMPROVEMENTS ARE 70 BE PLACID ON NANNE SOIL WHICH PAVEMENT SHALL NOT BE PLACID UNTIL ALL UTILITIES A: UTILITY S{CTV E-E CONSISTS OIL ROCK)'A UV ERM, THE SUB'-GRADE SHALL BE UtMW S' W7W WE R50WAY HAVE BEEN IN57NLLEU, ALL Oft SITE SCALE: 1' =10' PREPARED BY REMOVING DEPRESSIONS SHALL BE FILLED WITH A FINE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND GRADE MATERWL OF A QUALITY BETTER 71`14N THE AATAf MATERIAL. ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY 1735 - 1735 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A ENGINEER. S06LS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 1730 - �- _ -- 1730 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO I� � - - _ PAVING. fiEAK 1VK/� W- 1725 - / / - - - � 2 1722.0 1722.0 TOP 1725 STANDARD BRAIDS DISK /N THE NORTHWEST CORNER OF A 4' x 8' DROP-IN-SOX FOR � ' DRAINAGE CULVERT AT THE NORTHEAST CORNER OF HIGHLAND AVE AND E77WANDA 1720 -- 72 OVERFLOW 14 1 FIL MWATE N070 TO COI MCTOR AVE., 66' NOR7H OF THE CEMERUNEOF HIGHLAND DRIVE AND 24' EAST OF THE 0 01,2 1720 -- CENTERLINE OF E77WANDA 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UnL/TY PIPES, CONDURSELEVATION = 1432.612 1715 - 2 11 1712.5 1715 OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 1710.5 10- t;�� INV AVAILABLE RECORDS, TO 1NE BEST OF OUR KNOWLEDGE WERE ARE NO EXISTING _ _ UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED 17f0 --- - - - 1710 TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITY LINES SHOWN 8 5 9 ON THESE D94W NGS THE CONTRACTOR FURTHER ASSUMES ALL L646kfTY AND RESPONSIBILITY FOR THE U7X/7Y PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 1705 10 4 1705 SHOWN ON THESE DRAWINGS. 846+ (0 ) 102. 19 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 1700 12' 1700 FOR JOB SITE CONDITIONS DURING 7HE COURSE OF CONSTRUCTION OF THIS PROJECT, BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH UNE OF SECTION 20, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 1N/S REQUIREMENT SHALL T. 1 N., R. 6 W., S.B.M.. AS BEING SOUTH 89' 24' 10' E4ST AS SHOWN ON ❑1 PROPOSED GROUND ❑3 EXISTING 72 RCP (D1700) ❑5 P/Il7►RM Ral (D-1700) ® PROP CONC PWALL ER DETAIL 3 FF SHT 3 11 PIPS �OCAWN OF 24, AHD TOR SLY AND NOT HILL DEFFND,I DEMNIFYLIMITED TAND�HOLD MAL THE CIITY, THE ONG '- AND THAT WNER, AND R.S. 38/42-44 EXISTING GROUND (PROIFE XI PLACE) © EXISTING ACCESS ROAD 9 ST 78" RISER PROP COVCC, INLET STRUCTURE ROADD-1700 60' RCP RUBBER GASKET JOINTS THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN AND TRASH RACK A55Y. 7 PROP. INLET EXTENSION PER D PROPOSED ACCESS DETAIL 2 ON SHT. 3 12 CENINNECTION WITH FHE PERFORMANEE OF WORK ON T)VIS PROIECF, EXCEPTING FOR PER DETAIL 4 ON SHT. 3 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER 10 PROP 2t' REP LAIET3IL MV MOTES AW Cal/AN71TES Q] Ol INSTALL 6' HIGH CHAIN-LINK FENCE PER CITY OF RANCHO CUCAMONGA c�CT�� E ALQ����T�A� ----- �� N0T� TO COINMACTOR TO TMV �AT� W { l `-� STD. DWG. NO. 607 SCALE.- 1' = 10' BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND CUT.- 16,877 CU. YDS. 0 INSTALL 2-12' WIDE CHAIN-LINK GATE PANELS PER CITY OF RANCHO VERIFY ALL CONDITIONS, QUANTITIES, DIMENSIONS, AND SURFACE GRADE ELEVATIONS, CUCAMONG4 STD. DWG. NO. 607 SITE UTILITY CONNECTION ELE144WAIS AND LOC4TIONS AND SHILL REPORT ALL FILL: 491 CU. YDS. DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF *VRK. 40 CONSTRUCT MAINTENANCE ROAD WITH 3'AC /4'AB OVER EXPORT- 16,386 CU. YDS. GRADED EARTH /N AREAS SHOWN ON THIS PLAN NILSON AVENUE UNAUTHORIZED CHANGES & USES' THE ENGINEER PREPARING THESE PLANS DESCRIPTION OF REVISION DATF APPROVAL 5O INSTALL METAL HAND RULING PER AP.WA S7D. DWG NO. 606-1 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, NOTE' THE pUAN1TiTES SHOWN A80VE ARE FOR PERMIT AND/OR DELETIONS FROM OR USES OF THESE PLANS ALL CHANGES TO THE PLANS BONDING PURPOSES ONLY. THE GR40ING CONTRACTOR © CONSTRUCT CONCRETE WING WALLS MIEN CONCRETE APRON PER CITY OF RANCHO CUCAMONGA MUST BE PRESENTED /N WRITING AND MUST BE APPROVED BY THE PREPARER SHALL BE RESPONSIBLE FOR VERIFICATION PRIOR TO THE CALTRANS STD. D90 Q Q Q OF THESE PLANS ANO THE ENGINEER OF RECORD /N W TANG. START OF GRADING AND ACCOUNT FOR DISTRIBUTING ANY SUMMIT AVENUE EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO 0 INSTALL 60' RCP AND REMOVE EXISTING 78' RISER PER DETAIL 2 ON SHT. 3 BRING SITE TO DESIGN GRADE. GRADING r n t t O INSTALL 21' RCP WITH INLET STRUCTURE AND TRASH RACK PER DETAIL 1 ROUGH (IRA�INV `�• NO. I��al ? DEM VOI M MEOW ELE1! 974 ON SHEET 3 (PROPOSED) FRWY. �h PUBLIC DEBRIS BASIN REQUIRED = 8,500 CY. / 5.27 AC-FT 9O INSTALL 24' DRNEWAY PER CITY OF RANCHO CUCAMONGA STD. DWG HIGHLAND AVENUE NO. 101-C UNDER SEPARATE PERMIT =- UNDERGROUND SERVICE ALERT PROVIDED = 8,880 CY. / 5.50 AC-FT PAPPROVEDE r = 1® TIE NEW 21 RCP INTO EXISTING 72 RCP PER CITY OF RANCHO BY. DAT CUCAMONGA STD DWG. N0. 333 ScEM MOTE RO E S/ CITY ENGINEER. R.C.E. 22397 STO AGE VOL ME aE I Kaw r/W ATV 1722 o y E • N < CALL: TOLL FREE - - - - Q EXISTING 72' RCP (PROTECT IN PLACE) J y DESIGNED BY. ANY cONsrRucnoN DURING THE RAIN SEASON co�� CIVIL ENGINEERING RECOMENDED REQUIRED = 20, 183 C.Y. / 12.51 AC-FT SHALL BE PERFORMED SO AS TO NOT ADVERSELY _ REIV PLANIgNG 1© REMOVE EXISTING 78' RISER AND )RASH RACK IMPACT DOWN-STREAM PROPERTIES ANY TEMPORARY VICINITY MAP z .LAND SURVEYING -- 1 -800-2 2 7-2 600 PROVIDED = 22,794 CY. / 14. 12 AC-FT MODIFY AND REINSTALL PER DET. 4 ON SHEET 3 MEASURES SHALL BE THE RESPONSIBILITY OF NO SCALE N0. 5955 DRAWN BY. :f 14M SPRUCE STRM sum -R SHEET ©1 INSTALL 1 4 TON GROUTED RIP-RAP AS SHOWN THE DEVELOPER. �E>p.CIAL/oo\' CWv RIVERSIDE, CA. 92507 / q� C R 0 U Y Fax 342-0036 OF 3 _ qr �E CHECKED BY. DRAWING NO. 1 14 INSTALL INCLINED TRASH RACK PER APWA STO J61-0 R.C.E. NO.• 55955 TWO WORKING DAYS BEFORE YOU DIG REN QATE 1- = nLE J 6 98 z , - f , ; !y r 1. t s W ' O f� ACCESS ROA • _ T EST BASIN o 2 , • of - - 1715 - , F 3 ' SEE DETAIL A e OM r _ r THIS SHEET 1 1 - : ` , r00 loo W � 12 Oor X , �. - z +2 ... - - t ' a i . s j \, N + j s., , V r r 4 ,. f DETAIL A ' q : .F „ , .e. ._ ... - -2 w ma`s � SCALE 1 - ;. - EXISTING STARM DRAIN e IN- - NE • 5. 1 OP �k 0�• , t li L VL���L7{Ll ,9• TOP OF SLOPE -"- 2 1 SLOPE RAW .: 13 't TOE DE � CHAIN—LINK FENCE PROPOSED GROUND CONTOUR Z. a EXISTING GROUND CONTt7UR TC TOP OF CURB ACCESS7 WE BASIN ''S' `S >>2 FL fLOWLINE B l - �p 715 ` • ' >>� uvv /NVERr 1708.0 BOT. OF 8A.S7N 1 f5 f1NISH SURFACE I _11A 1 AB ANCHOR BOI!T SEE DETNL 'A" 1 6 �2 DffST. BOTTOM THIS SHEET 1 OF BASIN w 12 171D.0 9OT. O PROPOSED CONCRETE PAD ,t V 21 INLET STRUCTURE a (� O/ AND TRASH RACK PER _ 1 7o o ` o OF 84SIN " J s E ti PROPOSED GRAVEL ROCK 84SE 1707.5 FL TnP 1705.0 INV -A 1 8.3 4 3: 1 171 3: 1 SLOPE 3; 1 14'f 4 >>� -- - - - - L- - - - — - — — 0 o �' 0 0 1— — — - -- - - - EMERGENCY 0 TOP OF BERM 1723.0 TOP OF BERM 1723.0 TOP 17220 - 1 SLOPE - o : 1 - 2 SLOPE: 1 1721 —•�— _ 2. 1 SLOPE —1721 1722 a �, N 89' 24' 1� W -1720 23.54' V ` 9 30 0 .30 60 90 � 1 A V G '� v Q Cale 1 — 0 W / L SON A VENUE FAM t — ' r _a � OL 30� _ — i - ' 00 FUTURE ' -, fUl�E , r. _ ID !y _ r , OLJVI\II IION 0F REM" Y�4T` APPROVAL I��/►AL e , CITY OF RANCHO CUCAMONCA r — _ 3 f x .. - r.. 106.00 I {T1 V h i o 6 08 - .., ROUGH GRADING TR. NO. 14381 .� PUBLIC DEBRIS BASIN 77 1►V MOTES MOPE UNDERGROUND SERVICE ALERT 1D INSTALL 6' HIGH CHAIN-LINK FENCE PER CITY OF RANCHO CUC4A OIVGA © CONSTRUCT cioNCRE rE WING WALLS WITH CONCRETE APRON PER 1� TIE NEW 21' RCP INTO EXISTING 72' RCP PER C17Y OF RANCHO SLOPES SELL BE P�0 PER THE LANDSCAPE ,Appl?OVEp BY. Gk IZ STD. DWG. NO. 607 GALSTRANS STD. D90 CUCAMONGA S7D. DWG. NO. 333 RAN77NG PLAN CITY APP. 14J5—L ESS/ CITY ENGINEER• R.C.E. 22397 _ a 2 INSTALL 2-12' WIDE CHAIN-LINK GATE PANEZS PER CITY OF RANCHO Q7 INSTALL 60' RCP AND REMOVE L-VS77NG 78' RISER PER DETAIL 1© EXISTING 72' RCP (PROTECT IN PLACE) CHAIN LINK FENCE OK FOR 7EMPORARY USE. y E• N � CALL: TOLL FREE O 2 ON SKIT 3 PERNAAANT FENCING SHALL BE PRONDED BY J DESIGNED BYE GORNE 2 RECOMENDED J � STD DMA; � 607 � CIVIL ENGINEERING Ll 1@ REMOVE EXIS77NG 78' RISER AND MASH RACK REVISION OR SEPERATF PLANS APPROVED BY - REV - PLANNING 1 -800-227-2600 0 CONSTRUCT UVNTENANCE ROAD WITH 3'AC/ 4'AB OVER ® INSTALL 21' RCP WTTH INLET STRUCTURE AND TRASH RACK PER MODIFY AND RE-INSTALL PER DET. 4 ON SHEET J THE CITY ENGINEER N0. 55955 Z DRAWN BY •�D SURVEYING SHEET r..^ 1485 SPRUCE STREET, SUITE 'H GRADED EARTH IN AREAS SHOWN ON THIS PLAN DETAIL 1 ON SHT. 3 EXp. 12/31/00 �`W►/ RIVERSIDE, CA. 92507 n 1© INSTALL 1/4 Ii7IV GROUIFO RIP-RAP AS SHOWN C Ii 0 U Y (909) 342-0036 L 50 INSTALL METAL HAND RNLING PER APWA STD. DWG, N0. 606-1 9O INSTALL 24' DRIVEWAY PER CITY OF RANCHO CUCAMONGA S7D. DWG. q�. NO. 101-G UNDER SEPARATE PERMIT I Fax (909) 342-0288 ._. qF Oµ,�F CHECKED BY.- R.C.E. N0. 55955 RAWING N0. • I /_ � Q TWO WORKING DAYS BEFORE YOU DIG REN LATE p-V aE N0. I lO C� 3'-9' 84' 3/4" X 12" ANCHOR 2' SCH. 80 GAL VIN/ZED BOLTS (TYP.) EMBED 7" PIPE HORIZONTAL -2" SCH. 80 GALVIN/ZED • PIPE �-- 6 X 1/2 -- - CONTINUOUS WELD SIDE E / a STEEL PLATE - - :-- SPOT WELD BOTTOM \ 14 BARS • v 2" SCH. 80 GALNN/ZED � TOP 3" FROM EDGE PLATE PIPE 6' X 1LA LAP 40 DIAMETERS TYP. 27" ` ;t STEEL PTE SECTION E-E NO SCALE b 3 50-0» HOR/Z. & VERT. (TYP.) #4 0 12" 0.C. 1 HOR/Z. & T (TYP.) 0.0 \ --- / USE 560-C 3250 SECTION B-B CENTERED IN ( CLASS CONCRETE NO SCALE ° (D / v . .. .° USE 3000 PSI _ ° CONCRETE rn PLAN VIEW NO SCALE #4 CONTINUOUS TOP SUPPORT RING 1 c r I � SECNO SCALE -A 12 12 TOP ELEV. = 1707.50 n 8-3/4" X 12" ANCHOR 6' WIDE X 1/4' STEEL PLATE BOL TY �) SUPPORT RING CONTINUOUS 3' 3' LAYOUT TO MISS RCP. WELD TO INSIDE OF VERTICAL v 21, PIPES (36" C.C. TYP.) 12" HOR/Z. A' VERT. ('TYP.) �• TYP. " I � 2 f4'S 0 9 O.C.USE 560-C 3250 T— Zr CUSS CONCRETE `� N "' IIII 11 11 11 11 11 IN 3'--3" X 1/8' STEEL PLATE ( IIII I I I I I I I I I I I f I •I SlL TA LION COLLAR WITH 2 DU. #4 S 0 9 O.C. HOLES 0 4' C.C. BOTH WAYS (SEE DETAIL). TACK WELD COLLAR ❑ CONCRETE CAP (3000 PSI A 28 DAYS) I I 1705.00 HORIZ. & VERT. MP) IIII I I ( ( I I I I I I I (I TO 2 DIA PIPE AND BOTTOM SUPPORT RING 0 PROPOSED 21" RCP 14'S 0 9' 0.C. HOR/Z. & VERT. 3 I �) ❑ FINISH GRADE N CENTERED IN WALL 4'S 0 9' O.C. BOTTOM SUPPORT RING. BOLT (EACH WAY) TO OUTLET STRUCTURE (SEC. G-G) DETAIL 5 CONCRETE CAP I 60 SECTION A-A SECTION F-F 6» NO SCALE NO SCALE NOT TO SCALE It � _ — — — — — CONC� PSI 7/8' DIA BOLT HOLE TYPICAL co 3' - 3' X 1/8" STEEL PLATE �_ ,-2" SCH. 80 GALV/N/ZED SILTATION COLLAR PIPE 6' X 1/2" CONTINUOUS WELD SIDE 1 2r �, STEEL PLATE r " " loo 2 �6 WIDE X 1 4' STEEL --- SPOT WELD BOTTOM I FTI �I �I 6 6 PLATE SUPPORT RING G BOTTOM -6" X 1/2" 4' TYP. --�2" SCH. 80 GALVIN/ZED STEEL PLATE iv Fill I I I I I I PIPE VERTICAL SECTION G-G Hill I 11 I ( I I I I II 10 NO SCALE 3 PROJECTION 3-3 x t 8 STEEL PLATE' o 000 17 EL ON A.B. PLAN 6" x 1/2' sTEEL PUT 3" C/t PIPE �- - 3" - "G 72" - - - DETAIL 2 — 60' INLET STRUCTURE 4" TYP. 6' X 1/2" STEEL PLATE 1 2 4 NO SCALE BOTTOM SUPPORT RING. BOLT RING T P. SILTATION COLLAR DETAIL 2 NO SCALE 3 SECTION C—C NO SCALE 7 I DETAIL 1 — 21 ' INLET STRUCTURE AND TRASH RACK N0 SCALE1710.5 8 S INV. 1710 ELEV. » — — - 1 4 AT A 3 COUPLING NUT EACH 17 I I — = EXISTING 4" A.B. T -{ EIS ING 3/ .B. (8 0 AL) F - " LL 1-1 4 A AT A T (( 1 2 3/ ALL THREAD E EXIST. A.B. � f , a I I I (8 TOTAL) 3 #4 S O 9 . leO.C. HORIZ VERT. — TYP. DESCRIPTION OF REVISION L141E APPROVAL 4 PROPOSED 60" RCP. �o E I 5 EXIST. INLET STRUCTURE PROTECT IN PLACE CITY OF�. � t ❑ c � RANCHO CUCAMONGA EXIST. 72 RCP. (PROTECT IN PLACE) 5 7 EXIST. 12 HIGH TRASH RACE(. REMOVE k a ROUGH U n �r RE-INSTALL.NSTALL. MODIFY BY SHORTENING !ti 0 UG GRADING I TR. NO. 14�1 i �. BY 8 TOTAL HEIGHT-- 4 (KEEP LOWER SECTION INTACT) PUBLIC DEBRIS BASIN - 8 ROUG-TEN SURFACE AT INTERFACE BETWEEN EXIST. INLET STRUCTURE AND PROPOSED 2.5' 3' (21' RCP) 2.5' _ = EXTENSION. ROUGHEN TO 1/4" AMPLITUDE MIN. UNDERGROUND SERVICE ALERT #5 REBARS AT - " APP 9 EXISTING SURFACE ROVED BY- DAIF 6.58 (60 RCP) 6 O/C. HCKI�C ALL ENDS ❑ 8' (21' RCP) 3" CLEAR ALL EDGES 10 RO ESS/p9 CITY ENGINEER. � �t R.C.E. 22397 PROPOSED SURFACE CALL: TOLL FREE 11.58' (60' RCP) ❑ I . y DESIGNED By. Co�`IEg CIVIL ENGINEERING RECOMENDED _ REN 1 -800-227-2600 55955 DRAwN BY �LANNINs DU 3 — CONCRETE CUT—OFF WALL DETAIL 4 INLET EXTENSION N0. z .LAND SURVEYING 1485 SPRUCE STRFF,T, SUITE H" SHEET NO SCALE NO SCALE Exp. 12`/A31/00 Cam/ G v 4 RIVERSIDE, CA. 92507 J CAVIL �\! Faz (99)909)04342036 0288 J OF _ qc �E CHECKED BY. DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG REN O 55955 DATE '3i-4t FILE NO.