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HomeMy WebLinkAbout1341 r T PL A NS:-- S GENERAL NOTES TI?A C, T 12420 1 . All work shall be done in accordance with these plans, the City of Rancho ESTIMATE OF QUANTITIES Cucamonga Standards and the Standard Specifications for Public Works Con- �+-6) s ..Rs DIAG s_truct_ion - current edition. Contractor shall be familiar with and shall REPLACE oR RErAE« ETnsrl«s " CWSTk'I>CI1 11MS FOR STREET TREES - be responsible for adherance to these Standards and Specifications. cIMI,AR WAIL R8*0ORCEMfNT f" ••t -" I * 6MIII CONDITIONS ClewiM, GriWnq, Aet[7va.1S and (ratting 1B stwi.An 10 SEC �•S 2. All pipelines or substructures of any kind, telephone or power poles, waterr o r-'F , . 1. All Standard et trees are to be ' d Placed in accordance with CiCurb4 Gutter per Std. 303 (H = 12") 1.225 IF meters, valves, fire hydrants, etc. shown or not shown on these plans within _ I I " F (l) CORPS Of ENGINEERS SPECS.,-SPECIAL Cbrrctruct the right-of-way limits or in adjacent areas where improvement work is to be `\WEAR OUT LINE •• ' - r� PROVISIONS FOR CONNECTING DRAINS Z. All street trees shall be staked and planted according to Ci Cbretruct Curb i Gutter per Std. 303 (H = 8") _M IF done shall be removed, relocated or protected in lace as required at no _'""� - - - - _ ; I" WALLS J p g P q a I wort . 1 TO CHANNEL WALL," SHALL OE NOTED Standard 605A. cost to the City of Rancho Cucamonga. A s RcA � : t , , �INVERT-.- � -` -• ON OR ATTACHED TO PLANS Drive Appr cad per Std. 306 (N an rlDtsd) 3. Any contractor performing work on this project shall familiarize himself 4 r.p�' I 3. Sell fertilizing ,and Conditioning shall be in accordance with r p + i T W LAP ALL REINFORCING ACCORDING TO Section 212-1.2 of the Standard Specifications for Public Works with the site and shall be solely responsible for any damage to existing �,u o ort coNsi _ _ 1 �.7 'T 'M (ACI 318-63) OR MIN Of 30 DM- Construction. Type I organic soil aaend".nts shall be used with the �� Q� Per �• 309 facilities resulting directly or indirectly from his operations, whether -- � ciFGT10N B'8 ETERS. ratio of 1 part organic artdtttertts to 3 parts native gall. Alt or not such facilities are shown on these plans. ---- 1l+eaBela+lPents are to be thoroughly mixed prior to backfilling. tenet ff>r�el Q>tetir Atm per Std. 310 SF City g Engineering W&K .uT LNK I s �T 01 STRUCTURE DETAILS TO BE DRAWN 4. A Permit shall be obtained from the Cit of Rancho Cucamonga En ineerin I Department prior to any encroachment or construction within City of Rancho ✓� �c»A««t� flfatl sEo«+oRcr«s s•sSVIIICNNO• I, To SCALE OF 1/2"=1FT. MINIMUM. 4. Fertilization of all street trees shall beer the reconpendations of � Sidmrlk Std. 310 tb4' ' See Plain Cucamonga easement or right-of-way. a"/OR)i" TA an a arronooric soils report furnished to the City Inspector. p� ae 6 - ^ «OTRNAIrEov�RED W«E«EXIST EARTH FACE Base 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes A,o'•RCP PLAN'TOP $LAD - INA" "E'"f AT f. lb street tree shall be planted where the Center of the trunk is AC Pa r nPnt 4 " A.0 Over 4" Aggregate � �{ SF shall be set at all hinge points, edge of pavement points within 0.01 foot \ 10. or JCT srR closer than three feet W) to the face of curb s"�oR 6s'To �`*•- _ Cut EXPOSED REtNFDRCtNC i � IE � • � �:' unless othtntise of sub-grade elevation and at not more than 50 foot intervals. Additional '•• '"c� E•IsTI«G ew« \ noted. 1r�ll 2X4 N~cd Hem g :TEFL AT CENTER OF OPEN- •s ,E .•„• ( ) 1!:033 LF w 11"AN oMT M\l of Pit' paving stakes may be required by the City Engineer as needed at warped or �- Lton NIG AND BEND INTO TOP, 101 3000 P.S.I. CONC. SMALL RE USED 6. All street trees are subject to inspection slid acceptance by the CityAdjwt ve Omer to Craft verticalcurve areas. �. •� �-. y \� neer. '-q BOTTOM, AND WALLS OF FOR STRUCTURES WITHIN THE CMA?v 6. All sewer, water, electric, gas, phone or Other utility laterals, mains, 'Y- - JUNCTION STRUCTURE. SEC- i' L 2 • t"REARS MEL R/W. Designated Street Trees per City of Rancho Cucamonga or crossings shall be constructed prior to paving. '; ` &s•'t' I- Ad*lrst Sewer P trtnle tx) G "Ade --- RR g P P g• sm-c».n 7. Compaction tests of embankment construction, trench backfill, compacting i iT") TION C•C K NOT REOwREO N ALL BARS * 4 12" UNLESS OTHER' STANDARD NO. 602 ** original ground and all sub-grades shall be performed at no cost to the '� • • I ON CONSTRUCTION PLANS. SECTION C-C WISE NOTED. �1Cbmtru t. Vhr ruble--Mgt. ILII per Std• 812 H-�bbed an Plan 3R5 IF City of Rancho Cucamonga. A written report with these compaction tests ��1'•�- �'�- ,� „ , . STREET BOTONZCAL TREE NAME COMMON TREE NAME SPACING QTYSllCt C$ per tQ1Cc SO2 (24 ID, R = 4 shall be submitted to the City Engineer for approval prior to the place- ment of base materials and/or surfacing. LAST ER Pi.A oR :' rxrsTrN$ c»A»«E� WALL g° oRr ►ACP •Roo«o Rc► ERrsT V:- •s E%TEIM t•s" ettolro - - - - - -- - - � ellman Avenue LIQLJIpAMtSAR STQAf1FLUA SK/EETljElM 3C' 0.C. OR V 35 EA. �� � �• 1 perSW. Oil 502 rJ18 (w = 280) p paving, a materials report shall be submitted to the c"A""E` o.E»rNG oR : CLEAR of I t I i 1-1 I I I I - 8. At the completion of p WAL, Rn Nn sRfA•OUT I I 1 1 1 1 1 1 1 1 1 1 I I I 6th Street City Engineer listing all tests or determination completed to verify 1 1 1 1 1 I 1 1 I' 1 1 ; I 1 I [RISTlRe JOINT ao'o.c. OR E frlq S.D. Bae[ >�► stability oil content and gradation of asphalt paving. SECTION A-A t ' I 1 1 I I 1 I I ,I I I I I I I �• MA61Q0WA 61eANDIFWF_A 'tMAJESTIG ISFAwn PER LAII"CAPE 4 EA. ER INVERT E1,ft1«G JOINT ( ARCHITECT JCT T h 9. Prior to installation of any paving, a materials report shall be submitted - -- _L7 I 1 Ia --- I Ttst ll IV R.C.P. D LOAD = 1500 LF to the City Engineer listing all tests or determinations completed t0 �.ewtAR .YT ____ y -__ - 7th Street PIATANUS ACERIFOLIA LONDUr� PLANE 3D' O.C. 1 LINE ___ _ UK STARTER WALL J"T Ilstall 30" R.C.P. D LOAD • 1500 IF verify: sieve analysis and sand equivalent of aggregate base. _ -- WHEN rossIs�E --"�--• 10. Paving shall be performed in accordance with R-Value and Pavement tests ; / cHA««tL I«vcRT _-- _ �� , , , , ,' , . • __ _ These street trees are designated as special boulevards in the "General Plan" ITmtnll 42* R.C.P. D LOAD 1500 � IF taken to determine structural sections (prior to final plan approval) . E ___ •• • ' P >• f" . «u. r;,rr• ' EXISTING c».»"AL I«BERT = "tslsTl«6 Rt1«r r- -`\�f Y �'�1 r - / and therefore, may require additional landscape treatment (rock work, ground 11° When improvements are to be placed on native soil which consists of a ` _ �« CNA««EL I«v. `-/ cover, etc.) . COMPACTED rrLL� ( a Ctr>�3ct P.C.C. Oollar per L.A.C.F.C.D. NO. 2-OM �"•_,� IIIA rocky material, the sub-grade shall be prepared by removing all rocks which ( -� t � � " Tree placement, staking or guying to conform with Rancho Cucamonga section 600 ( SEE DETAIL HEREON ) protrude above the sub-grade and all voids or depressions shall be filled ,cr :TR DIMENSIow LIIAtrs of the latest edition of Standard Drawings "Parkway Landscape/Irrigation". P 8 P �_ "'AF WINrtHKENG )0 eat Of EHF Asi OUT I (rind A.C. Pav tt(Typical Secticm) Z.�Q '.SEF ME off Of SMALLER GARStTopa'e0frorl LEGEND with a fine grade material of a quality better than the native material. I 12� If the asphalt concrete is to be placed on sub-grade, a soils sterilant Junction Structure per Cbr at Wgiropere registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly JUNCTION STRUCTURE ENTRANCE SECTION E-E ELEVATION ( SEE DETAIL HEREON I applied at the manufacturer's recommended rate for the full pavement width PERMIT MANuAL p� �. prior to paving. AT CHANNEL INVERT �--� INSTALL STREET LIGHT >�e midst 18" 9�r R.C. Std. ID 2-U?51 LF Cr%-- IV Section D-D ( SEE DETAIL HEREON I 13. Estimate of quantities is provided by the Engineer only for the convenience NOTE' BEFCrRE USING STANDARD JUNCTION of the developer, the Contractor shall make his own determination of con- THiS STANDARD CAN ONLY BE USED FOR PIPES 60-INCHES OR EACH PROJECT MUST BE It �� Aelocete Stop Sign �� BA p ' VERIFIED WITH THE CORPS STRUCTURE C struction quantities before submitting a bid. Any item of work required by LESS IN DIAMETER. PIPES WITH A DIAMETER GREATER THAN ** SURFACE VENEER TO THE APPROVAL OF these plans which is not specifically listed in the estimate of quantities 60- INCHES REQUIRE A STRUCTURAL REVIEW OF THE OUTLET OF ENGINEERS. CASE II THE CITY OF RANCHO CUCAMONGA At3++vve Betrrieada- i Street wriectcr �� Eh small be considered as included in the other items of work, PLANNING DEPARTMENT. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall STRUCTURE OFFICE of INE CT i NGrNc-Erb Aeloc�lte P.P. BY S.C.E. ; PAID FOR Ek COORDINATED BY DEVELOPER _3_1M LOS. ANGELES, CA:CA: IFOHNI4 be constructed at each intersection. SHwWt A.C. NI4 IF 15. City approval of plans does not relieve the Developer from responsiblity for the correction of error and omission discovered during construction. Ae11CMe NXIS't. Offb/01*ter 46 IIF Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. THE QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER SOLELY AS AN INSTALL STREET TREES PER R.c.. ST p N0. 602.(SEECHARTTHIS SHEET) .. 64 16. Work site and exterior streets shall be in a neat, clean, hazard free, ESTIMATE OF THE AMOUNT OF WORK ANTICIPATED TO COMPLETE THE JOB AND STREET TREE CONSTRUCTION NOl'ES HEREON. orderly state, through construction. Site shall be cleaned upon re- QUANTITIES NOTED ARE PROVIDED FOR THE CONVENIENCE OF THE OWNER quest of the inspector. GENERAL NOTES ONLY. THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE THE OWNER Construct 12" Curb per R.C. Std. Dwg. No. 316. 18 LF ' 17. Contact all utility companies as required 48 hours prior to excavation. I the C.t.P a tolled tv, Ins son+tory Sewer shall be cor ,"11ted or f"Ced with standard cost Iron WITH A BID BASED ON HIS DETERMINATION OF QUANTITIES FOR A COMPLETE JOB. 18. Provided for the contractor's convenience are the following: sat Woe In tM toss d Itovse connectloRs , or with cbss •s- o► closs•tS0 cost Ron ppe In the case of R+Ioir Install Street Lights , Lumens per Plan_ To BE Coordinated(THROUGH CITY'S a. San Gabriel Valley Municipal Water District 213-969-2718 �*������� Mee sewers TRAFFIC SECTION) W/S.C.E. 81 PAID FOR BY DEVELOPER. AS SHOWN ON PLAN. �14 EA. b. General Telephone 800-422-4132 62. Concrete for twxx" n•ertts shed be per odIoM"I ShucttJre,eIICeot CoseBl orTt1 Cost whlc� P 9hotl be IO 420- C- 2000 portlond ter" I concrete REMOVE EXIST. A C SF c. Southern California Gas Company 714-529-2889 714-529-7070 3. Tia concrete Itwcossment shell Oft"d !Prose the full wWt% ef the Norm Irani trsndt Bus eet oldttltmat d. Cucamonga County Water District 714-987-2591 12 Inches Into undisturbed earth on each side of the store+ drom trench e. Metropolitan Water District- 714-593-7474 w4 C 1 P shot( net be used tw Los Angolee County Sontlotim District savtory sowers or for City of Long Seoch f. Pacific Telephone Company 714-999-5639 somtory sewers NO TES *""1 ttt7e1 About 4 L �w4G•'/2" E r A conm-fe cMdr is r1e+or?d where Me i change m grade vxrler - - - w� ,I ,,I . ' �' •,r /O ft oro -c-xx cEe \ I ►�I T :1L.�t .� O. . per food. P. Where pipes o/diflereW 011r?77CfCrs we/am-&wiM O cmxmfe \ I\ I . ,? A ,` (_\ •V I_ ( (. .:,�, �`i dollar, L and T she//be !hose of the itrgrr pipe 0=-DI or D? . W I E •D ►ov Hemet - • '. r _. . .,; to M i i wfivcrieltr/s 91'C01e% \o \ Q i : Istodlsrurbed !etch i \ _!_ ice OWI A j. Fo-pipe 1brger/ho'r 66"o son clad& analis regt�d. p\ I L 7th Street -- .x. �. �/ • ►A T \ �\ SHEET No. 4 --------- / ► [ $eTIRQ I I 1 " r 4 For pipe sire not bsled use nexe-w-'F Ar9&f \ \ - Lime Ak+r arExisf -__ , f �5. OwY remfo' on Apes 24 and less A7&cmefer and On ib/1 \ �\ v. 'P +- _6 - 6•- Pipe , _ r `� DESCRIPTION OF REVISION DATE PITY \ G SITE Mn, Mm I , `Y °''E D L r plgxs where oWk- A is less lharr /O' APPROVED c,\ E D t1ALF SECTION E-E HALF SECTION D-D s f p \\�;\\ � lige ,Iver, ue.rst s a+^0 lies when tl4+wer os � P `� !2 /.o" 4" 6. When re1»forcan is rcQu-tad the Gbaneh� Of the CA'I:t/h7r f/C z tao,etTuc lid end a bas N*wIos" a 15• !6 /0 5 shol D+(2 X *wl thickness l f B CITY OF RANCHO CINCA MONGA than 15"w dio. Ito or larger1 2d' /.D' 6' 7. When IJ, is egrro/to or Hess than �, /M A'nI�rIS Ind when 15C \ CASE , ',. �' 14 36" 15' B' isgreater fw Dr, pin soffits STREET IMPROVEMENT PLANS whore deelance beimmi bottom of Plecost Pope o Cost in Ploce Storm Dram of sonitory sober M front t6 ttrtfites to IS NocMs. T ;, 46" /.5' /0" 6. p� �,be ytp,.rugoled r»efo/pope, I:nl�cretr p19Dt, a rL"nfor \ ( 57" l.5' /0" N T s \ \ w*�'ppa asbestos cement ppe. ~ 60" 175, //, Concrete ppe, TITLE SHEET 66" 1.75' 111/" B- 9 Aw 10 be used for o site chop on the moinl�nt. 6th Street ----__--L L -_-- - - SuPerscAes droN►inq d ttorr+e nlUmber doted NOV. 58 3"4 Circznbr 7-as 66 SHEET No. 2 REVISIONS LOS ANGELES COUNTY ' TRACT 12420 .,A.. .,..r -- -,:.�.,...o" FLOOD CONTROL DISTRICT .... P... FLOOD CONTROL DISTRI APPROVED BY: ' DATE' ILI \ 12 I REv151orl5 LOS ANGELES COUNT) QEE$Si \2\ I I J 9-6-6 Revised Note 2 1Q13 6 Added Nae 4 PROTECTION FOR MAIN LINE r rr e�,.,.� �-.-.Ib ` ��, CITY ENGINEER RC.E NO. 4-I 72 Revised concrete ® �•.o.,�-.,,,ooa� CONCRETE COLLAR QR °y "-1-� �2 3 d \\r \ I deSignotrOn AND .,roti -, L _ _ - \ � HOUSE CONNECTION SEWERS FOR PIPES 12 INCHES '�� ��, \\ \ I W j y� DESIGN DE RBI GUERRA & ASSOCIATES, Inc. RECOMMENDED THROUGH 66 INCHES a Q CIVIL ENGINEERS _ w. rn4 20 .►.twee w• TY INDEX MAP M._. - - - _..�.. ...�..°. - - _- ViCIN / 1N °• - - Dy.M .,.°.. c R f _. c y/H ,»,r. . '• 8331 UTICA Avt:NL'F SUITE 150 ..R w R e tL T-- "»"'•�••' %=•LE p•,I NO �' * DRAWN R. C., CA 91730 (714)967-4306 SHEET a..u.° ......o"..w.... APPRDV Avw� Np"�- 51 ' «,...."°.°.• s. ALE I oaTE f_�:�:. .� NONE (DEC 1962 s..rn 1 0• I /J•r�'�1r NONE JULT 611 -•.-_.- ��L. C/VI� �' 8. WALKER i I OF 5 I I LI+EET I or t �c o •. RECDV YEMDEG A` f CALVE 1 CHECKED DRAWING NO ISS' C.I(I DFoU"E"GrNCfn J 131 Los•».1,ES COUH,• near ror.Tno, OSTWPT ' EXPIRATION DATE 3-31-91 CITY R.CE.Nu.29224 Exp.Date '� Ihte 87 -OQr. BENCHMARK Flo. 7 -A Found San Bernardino County Sdrveyor'a drive pin TL 18.0 41.00' with brass tog in top of west side concrete flood control ditch west tide Hellman 18 feet W60 of 1111`1o a centerline ne ofl8th of Hellman feet' soutfeof toottharolll of M ° main line tracks and 3 -feet below tracks. in a 1055 N. ELEVATION t 1096.248 SIDEWALK TO REMAIN RETAINING _-Z . . loo• v.c. RE � -_Z----------- -- PROPOSED TOP OF CURB A T 32' WES T OF C PLACE EXPANSION JOINTS WALL PROFILE I (DURING CONSTRUCTION) _, FOR FUTURE REMOVAL OF D.A. . '- � -- EX/ST/NG SURFACE 32' WEST OF f 1060 W • 1050 N. s oW o 471 � V. C. PROP. TW 38.5' WEST OF 9 REPLACE D.A.,WITH B CURB 9 `r O p h P1=51.75 GUTTER PER R.C. STD.303 N x o O o I I III c V + O h 1 I ' V W i III T L= 55. W h h • h h h � pv NU CURB RETURN in TEMPORARY DRIVE APPROACH DETAIL ~QV) y Q °� " o • �'" o i i_ Imo U. h" / $ to 1.30% ,� y v + in Ci ' �� �11 � 60 V m Is la° (Ia a 6 : ti� N --- v �F_ �In II�i tai U. "" h p� V �� a ad t u EXISTING SURFACE A T 32' NOF rH OFF a 0+� 'v �o � ° �' �°f N � o a � � y � h h h r h Q h IDENTICAL POINTS N `' TAN GiR= - 4.50X �U U w v v ►. v O 1060 / 105d W PROPOSED TOP OF CURB A T 32' NORTH OF T J CONST. 42 L.F. O TAN a�._ - 2. o'� 1050 N 1050 W +e' R.c P. i CONSTRUCT «2.26 X N 1050 N CATCH BASIN a ° (SEE PLAN) �f h e " O ~ U t N 0, to to a ' CONST PJUNC LAN LEFT) 'B'PER R.C. STD. 509 to " - 1.30% 3 -� N a 4 R£-CONNECT EXIST. of n (-0. 85%) w " PROPOSED A.C. A T � 24"R.C.P• TO NEW N STRUCTURE a '� EXISTING SURFACE AT C SIXTH ST. _ 2 M t "_ d " 3 _ O N n EXISTING SURFACE A T F o d o W _n 'p p 1050 4 1050 ^ v Q �v b t v + 1.30 + 0.60',G 1050 i s 8aR Vi hm HQ. (1)40 bIJ � Q - 4.50 X M ° W. 4a„ N o / O h j ~ 00 �r r � a HW m k a on a In 100' v. C. P.1. = 55.35 O N N o N% W -- _ n � a ' CATCH -� Z, of ci p °�v ►� M 4 v v i BASIN ; CS a h a o U,o�o 24' WIDE t 24" GUTTER V.C. P1=51.75 ° Q •Q U, Q, �o a EXIST. 'SURFACE HELLMAN AVE. a LOCAL DEPRESSION N V FUTURE T•C. Q_ W1 M m � � �- � �� �Q Q to O a N III a N J H 64 H v <n W O PLAN VIEW 32' S. OF „ ca it ce t0 O O tri 01 N 01 ►• o tri i� o - W al o � + U00 Oil t o O; o M � LOCAL DEPRESSION DETAIL Wj �►- �, � +K � so- V.C. y PROFILE N.T.S. x`11► L °p +� P.1.=49.05 HORIZ 1"-40' FUTURE Loo' v.c. °p SCALE VERT I" - 4' � .. .._ _. • W P1f.55.42 - 22 23 24 25 5 6 7 8 9 �� 10 PLAN II/19 12/20 21 od7 *NOTE: ? -r ►�- ;� "' ** SURFACE VENEER TO THE APPROVAL OF w • 5 v I' Q a W m - THE CITY OF RANCHO CUCAMONGA -� o` "? 0 a! rnOa SEE ON-SITE GRADING ; J j CURB Rt. Yl'k; I'- W '� W io WW PLAN FOR STORM DRAIN v DATA PLANNING DEPARTMENT. 0 CL j SEE ARCHITECTS PLANS FOR EXACT 0 1 LOCATION OF PROJECT THEME WALL 3 ; O U Ix DETAILS. o f 0 - J U. -- �a ai p O e F J N a: ¢ U w F- p) U Q o a W h J OJ �? ~ PP No. leels42E 1r1 J O M O l�m sr M F- \ w o ¢a o w �- Z a '� W o HELLMAN AVENUE o= 3*4'S5" ,z 3 CC Ili W Z O N Cl o ro 1- 0 W N a V d • Q R=35.00' Jh_j W Z ri N a1 + _ ^ ,/♦� \ =O O M, M Q M E/) to 0 J .l 0: O . Q U.Q Ci O 0 Iq � Ch O 10 Y, „ h iZ M W I< W u J O `` u SEE RIGHT L-54.3.3 r►1 �y o v rn 3 Q C = _ .'� o` O O W � a Q f QV) " Wk' Q U � � ,.� 3 ") *•* Q 3~; U Nrn ''3 en o „' - � O OW O "I = CV W d d \ ►� U � 2IW a ±� UO r< Of v tib Co 3 m W 3 m13n ,� IN e: CONSTRUCT RETAINI WALL �� T-3S 3f tqw W N w U. O i' O o O o O `` \ l7 ~~y ry a r� v ta_ v s N S F ash j p It � Q w 'n PER STD. DWG. N : 812 H•3_4 Q W O W_ • v \ i�.� p v I �rj + h \ S.0.C.F.C.D. \ 41 2 2 Wli N h (U U O ci ,�v+ t� �rjl 3 W W 0101 N N W H m O Q > x °i oD ,x w rn h o Qj W � t- U u � `(INSTALL ST B9R 9 SIGN PER STO. 402) _ b y ~ \ CUCAMONGA h ' -� 0 <o t+J rz m N h 0o tt^ X C M N ~ 3 W 3 u !� v O m N JSEE SHT. 1 S N o Q N \ [Y Q v1 m W v + O bSS O I I I Y W W to N 'n '**;,ONSTRUCT RETAINING WA�L O Q /' cq Z f- U CREEK � _ WF H O u 0 > W OU 17 O _ n h F „ Q U 6 O * STREET TREES aj m h,� nal W h Q p PER STD. DWG. N0. 812, H.3_4 H Q U Z a` Q - O ~ CHANNEL \ 2 Q y O °D (SEE SHEET 10.1 Z Q " N Q U +I--t#-CONNECT TO NEW C.B. W/TH ( 1 �N '' /W U W v1 v 6�A06 W 2 O W 1- U ` .ol 4P LF, /B"RGP AT I.00X. D LOAD=1500 \. `FUTURE R/W\ EXIST. D/A l r- Cr.Q U cn f-ti N = 1\ Y ` C $T -CT__'},SID� �L �i \F 98 REL OC Tf TOP SIGN \ E. 6N,-T'4. v ` TRANS. - k E iST Z4„ ,7.c.P ST0.2M OR4/�. _ I PE R.C. STD. 1 " I-= C O N S T. 12' G s G-� Y M.EN I -- _ EXIST. R/W�\ - ~ CONSTRUCT A. ----- -- -- 7^ C Pfi F � o CONST. 8 C & G, I �X. CURB ! MOZE_EXIST_ __ J /NSTA44 �' SEX.CS I w 10 N PER STD. 303 E JUNC T/0 TRU TUBE t�PER _ � (SEF 1 �` L S /yS �' "TI''. �: FCTiOtv'j 509. (SEE PROFILE) ty, J Nfif R"OVF EXIST, CURE` r-.- _� ' R.C. STD. --------- -- -T --- �ii +�-- -- "f' CONST. A.C. PVM T I N O r------- ., - � �TA. t 0 Sixth Street- M' _ E ' I � � 'STA.�$t�g$ SIXTH STREET connST L.D. �� , fR--�-P f�,�-',�.��., r,.,.�•- �- � , .,, , ,.. P_-•- �•-�.. _,.. ;.., .�.. ,.-�.�_.�, .. saw cut - - I Hellmon Avenue PER..7D. 518 23 24 M � R.PM. 8 TRANSITION MARKERS / ; j � ,� � � I ( 22 I N o 14'S5'w -( + �� (SEE SHEET 5) w oMM� � �� � i �>�>/ - •r�sT. z4" 2.c.P SrSa.,� (SEE -_- + Y 6.31 Rlm Y. x N EIt E) �1 A C OVERLAY ��AA i a SAWCUT ANDEX- --------- ------------------- -- --} r - - •J W I PAVE OR OVERLAY AS REQUIRED �� � / � � '1'> � fy JOIN c/" 5T. f'V,'NT. f\ , - N - ------ --- ��--���- FOR A SMOOTH TRANSITION W" / /%//�`� /// _ EX W10" EX. EDGE PVM T �-EXIST. CORS G Z•• t'� o (ADJUST D.A.1 1 EX.WI�--!�SAWCU - z�� 1 a� ?` �_ --- O --- - " CO/uST 3_� WpLKWpY' GONSI.2x4 REDWOOD HEADER-� _ - +(' °,/•µy I / ��--- --- S/.�'T•SI� i STi!'E6r w -- -- + y ♦ GRADS TO 2X TO ARD r r -M w - ` 1 ------ + w� -- N O FX/sT. 24 STOLM DIP/► ��� -__���� ' U� v EX. R/W oo .L- I f°°°°1� * A/C frr*"' ¢- 4 ) .r� i,�/ AC .EFMD✓AL R/W W Q• ✓OINSPLASHWALLWITH �v U� `` �� dol t }tr W 18 Lf. OF 12" CURB PER b • 0 O - t 'A-. '( R.C. S/0. •3/6 2u 1 I-0 m U' 1 � 11 l� �� 1[xr f'c lira l _ ' dJ Qp `�' m z h 1 2xa fo,,�oeo^ :: I `-=-\�' ' sT Q.�1�' ; > CO 91 \ \ /�O CONST. 98 L.F. SPLASH°of , I o l va�t3+� N� A �I' r `��t W4LL,(PER R.C.STD.812) d , + J 06 OL o ho �1 • • , Ico ri EX;sr. i� a HELLMAN AVENUE W Nc2:8„ ,� 3 t` 1v~i I SPI ��� --- -- 'h+a_ N, \ cveg 4Ls.b 0� W X Z N W = \ n Q at W I- y 1 5 L.F \ �. �'\ I I '! p9' ^' W n en F a I W W o Z ca vST. iS[.F ^x �� .\�. �_�.11 ')1 + ~ Z p e �O a oa sf = N 1 it �moues PE7i' ti bK ti tiA \�< 11� se. 3� p 't� S o a w N V V' 2 ' Q.C. STO. 3/!0. gip• h p \ .I * f) �� a > a Ie SIXTH STREET d (�� o „ = lot W = 0 = C4A/ST- 48 LL u ~ ' a. O 32 W 3 N,2 84 IPEC P[. STo.SiZ� �I 1 ��- �k �• W3 Q ` SEPLASITYCLJI URB EX/ST HELLMAN AVENUE CONST.3112"THICK PCC SLAB eo+rsrleueT RETAINING WALL K/- T /L sx PEq STD. DW6. No. s12, ►1.3'-4' ,BLO �/P Of A 1i *� s SbL'a•WEST CoRAAFK SixTi�ST• 4 A c:LiA A'/ AVE• 1 t j 44• .�, DESCRIPTION OF REVISION DATE APPROVED FUTURE I""ROVEAlr'NTS t � W , 311: _ �, y EXISTING CITY OF RANCHO CUCAMONGA tz PER STD. DWG. NO. 8UCT 12,H=3-4" I >- ONS �' o -- o x ** .j PER STD. 10 -i W STREET IMPROVEMENT PLANS 30' 30' 1 r -r- }�o'� " ' ° /i WESTERLY SIDE HELLMAN AVENUE , 6TH ST. TO 350' N. 44. � On t I 3 44' 14• 16' 4 ia_�q p,1.1% IV FUTURE IMPROVEMENTS W cc Q i 2 to to 12.5' I9.5` ''� to Rfiw3v£Ex/sr. �°-�� ( NORTHERLY SIDE SIXTH STREET, HELLMAN AVE. TO I 32' ' !0' **9+0o BEG. RETAIN. w4LL Z, � I GRADED SHO DER a 2 EXISTING �j_- I ,, �$' ,: �• • • t �i �J CUC. CREEK CHANNEL. (PER STD. 812) t � 3 M1 N. "1 CONST 6 . // z a IMPROVEMENTS \\\� TRACT 12420 SEE PROFILE FOR �H �Q 0' 0' 10'_-r1 i �� -5 /\ 3 CONST. 4"A.COVER 4"AGEaeAS� O� PER STD. 310 k� m , s»� �' - ,� 6' k�%, - 1� SEE CEA' MDTEIoJ up = RctESSIII APPROVED BY. 1-225' o �" o. i,i� I DATE' 5 jn LEVEL LINE 0.6oXIr ,,x ,: UCr Aro ;� �' I� TYPICAL SECTION HELLMAN N. T. S. /� �© '�c CITY ENGINEER RC•ENO - r^ N, 2'0xIa­ FU TRE OVERLAY WI �/� tV I VAR -_ - ``+-J��� I Q 4+25 to 26+75 TI= 8.0 R=51 �s �� F.� DESIGN DERBISH, G ERR LU 2 & ASSOCIATES, Inc. RECOMMENDED QD 1 _ W 2 __ �. 2•I ^--� 3 ,� REMr I • O _ -- REDWOOD HEADER(2x4) O . O CIVIL ENGINEERS ZQ ,J - • !' ZQ EXISTING �°� Be, "224 ; RICH ,Y OZ e oZ L� U Q U Q . 8331 UTICA AVENliE SUITE ISO • CONST. 4"A.C.PVA&OVER 4" CONST- 4"A.C.OVER 4"AGG.BASE DRAWN SHEET a ACG. BASE ISEE CEN. NOTE I ) � R. C., CA 91730 (714)987-4306 Q E. ARANGO 2 OF 5 (SEE GEN. NOTE 10) �lF' Cryl` �!�11� DRAWING N0. N. T. S. TYPICAL SECTION SIXTH ST. TYPICAL SECTION HELLMAN N. T. S. �f �e�,i,,11 CHECKED D nie1F. , ItI EXPIRES 3 - 31-91 CITY R.0.1 .No.29224 Lxp.Date 3 3f Date 7+65.40 to 9+34.90 Tl= 8.0 R=51 2I+10 to 24+25 T1 = 8.0 R=51 - _ 8i -00 BENCHMARK No. 7-A Found Son EWn6rdI6 County Su►veyor'S drive pin with brass tog in top of nest side Concrete flood control -ditch west aside Hellmon, 48 feet west of centerline of Hellmdn Ava 26 feet north of center- in T.Lf 63.25 r line of 8th Street, 39 feed south of south rail of Q main line tracks and 3 feet below tracks. /00' V.C. v ^n N P./.-67.85 3 3 =Ss�67' , x ti ELEVATION = 1096.248 • n Olt/ CU•P4 F- � i Q' o � as a 0TW o ^ L=31.59 z o 0 CD g ro a a „ • O roll OI�o OI^p $ �•Vm Q • �► tCK3 O�W r. h t`!• � 3 Ips ►' � Mt •'n a ` m �', It a tp o O ^ o R y a It 1080 70 Q 3t 1070W 106OW— 'Ir= a � � to PROPOSED TDP 12" CUR AT 32' WES T OF �' N 3 H °� y ; t In 3 ao t EXISTING T P OF WALLS — EX/STING S RFACE AT 32' WEST OF a � of a .r 18.85 CQRTN , L/2 v a v, v 3 ; - .g4% 1 ENT/CAL ►- 1 CD + D t Q O M 1.29X ,- 4 T W D/2 r i I v M 3 POINTS T W �i a . o . - -- - co �' `�'� ^ `' ~ _---EXISTING FL — � too W „ 1- m M N h N c `f '` 1.29% f oD t� (- N tD ��_ J 'o O V) • f � Oy ' i 21 VIt0 �! o ri 4 F "� �i X-GUTTER L PROPOSED AC/PL AT WALcoL ,� � * 1.96X y � � o N ' 1060 W 98° „ i~ -; 1080 9 1070 W . v PROPOSED TOP OF WALL m z PROPOSED TOP 120 CURB AT 32' WES T OF F _ _ r (O A h °D EXISTING SURFACE A T 3Z' WEST OF F to wo EXISTING SURFACE A T f in N IDENTICAL �--� POINTS 00 in EXISTING SURFACE A T C i Vol �� 1060 ' 1 �, �► �.10?0 (D o EXISTING T.C. 32 EAST OF f � I Cr N ,. aD U W • In E' IDENTICAL 1 os � POINTS • ao Go PROFILE OD EXISTING T. C. 32� EAST OF SCALE HORIZ I"■ 4U 1060E 60 E / 70E `1070E RT " = 4, 1 25 26 ao kj 27 28 29 30 31 32 33 34 35 PLAN co 3 . o� SCALE I.040' i to M W u < M ? V t i W Q U. CURB RETURN dD 3 W J a� v W M _ J SEE ARCHITECTS PLANS FOR EXACT LOCATION OF PROJECT THEME WALL DATA c'i _ I 0 Q t i 0 a a d Q h } N ca 1' in v N Co J h 3 F- o a� c u 3 O FW- J R :35.009 42 �V in Fi,I EXIST R/W s r: O a _r-a + h F- o `i O L = 54.67• 1 0) ao V� Co + V b y ~ ~ * m +h T: 34.69' V ►� N ! , Z , I ST. SPANDREL AND X-GUTTER W O i N N Z m p a= 2 N Z N •a M 01 O •'M I 2 33 PER R.C. Std- D W Q 41 --W�~ O RIDGFi Q 3 hJ ^ ov 0 10 yoZ < LINE o h$ EVEIIITH ST.' h Ni o ,,_ O Q .►,� a r u STA. 49f�T.821Z}QST)B•C.R••AM1Ki. PT. CO) h v �O r r "' ; �' STREET TREES PER LAND- ~ I WALL TW=74.69, FL=73.11 TF 72.02 h y FE SHFET OF S N °,�° .o to a o 3 r n � N " SCAPE ARCHITECT , C r: t` STA. 34+30.36 FCR W Q „ N •+I�W to ,: m + ,� v (SEE NOTESSHT.1) I` cv '� a TW=74.69, FL=72.77 TF 72.02 35+40.36 END REMOVALS U) � d c 2 CONSTRUCT RETAINING WALL PER RELOCATE PALM TREES PER Q €, STA. 34.80.36 GR. BR ANGLE PT. JOIN EX. WALL(TW=76.58 (FL=74.64) < STD. DWG. NO. 812, H 3'-4" ARCHITECT'S PLANS - h 5• P,20' TWs75.33, FL=73.41 EXIST R/W 4=1 ' EST R/ �" a W R/W I Ts2o.le' .. ti �A�Ies tZ *0 3Z o _ a=9053901e" x TF=72.66 PER PM. 5325 �� • c U v • • I ST T I W K R C.' S 310 c \ -- - CONST. NO.812 ING WALL PER STD. Pr F i? --- ; - -- -- --. _ _ C0NST ,i2"ct)rc?/ccclT PrR-R.c. s v. 3oa - =12 R-12 R I l• r f t - "'2 e" ha _ -. N Pf MOl� tXI..T Tf6 f•� .. t >f �s _ b/p��i. ` .,, � St / TYFICJ I SF GTtOtv'e �. 1 ,�� 34.10 Is END x curTER,P1/72 51 EXISTIPdG 'CURB TO BE" Rf MOVED ) y �I; -- _. N ._ ._ -LL .t _ . s. - Q 3 � t t oK � � � � ""�.'' .. f•�C I 0//-, � � ►rS /j I i - s A o.00.b� NTP N A.C. OVEr;LAY-= sMr+ ST 3.89.90 LLMAM V fi Q ------------------- (SEE TYP. SECTION) F2.54 Ac - i -- � - N Q WV Wv I J ��_ -T-f _ -�- - - � - ----- - -- - - ---------- ----------- ------- --_- - - --- _--- - - - - - - - - - ------ _------ -- - --- "-- .,�l� . ------------ I • mss- (<- -____ ____=_________=_ _._____=_�.-__ .___�=_�__. �._:.:.��.._ _.:.r =_ __+_ = _ _____- ______�\\ i ��-- ---------___ ----- - - - -- -— -- - ---- --- - - --- -- ---- - -�XTSTfP1� STDEVT4tK • .i_TL'i-.-t-i17-1-t-G-T "I Zi t't-1iC.Tl-:tl tt 1-S'T s-T-]'.-7-� i , '-t !1 _z Tt-II 1.-1 r1-1 t a-t 1-�'r 1 -t z i rt. __ - yrtr t t-iT�l�-I-:-t-'�_t-] -I - r-2 -t i- t-t r:�>-T lam- ..t Ll'Ti TrT1"r._331'-u.TTrTT \ - t •-, tom- -' t -. ,. - �. � - 3 EAST R/W EXISTING BLOCK WALL EAST R/W - I h1 O OJ o =J rn \ - Q I P 0 m W 6 W x •_ ° W o W �� �I� cam, J _ S if 4C 7- O AJ )eX - I Z 0 ,fn o W a on v o n W-1/ -J + N N W a' NJ N W N pL Z W - N tL a N W N N W Z W N CIC N W W N W h ZN = N i i Z Im i i = N II- i g c y O 8 t` N U) r dm illooloolla d d O0 8to IL d dm d am d o v~i F- '�cS W 3 � JJ N al m HELLMAN - AVENUE . **SURFACE VENEER TO THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA CITY PLANNING DEPARTMENT. DESCRIPTION OF REVISION DATE APPROVED SIDEWAt,It ESMT 3 ° CITY OF RANCHO CUCAMONGA 3 \ , M CONSTRUCT RETAINING WALL I-I PER STD. DWG. NO. 812, H= 3'-4" 3 1•- � f � lF�l• \ , u x- STREET IMPROVEMENT PLANS .. ;c Qf 2 40' 44' 4 4' ~ FUTURE IMPROVEMENTS v'a 44' EXISTING IMPROVEMENTS Q1 WESTERLY SIDE HELLMAN AVENUE 25+00 TO 34+70 N. VARIES W ' RET 5 12 _— 6.5 2' /0' IO' O' 32' DRIVEWAY Igo />VG wq n r - /// ~ o o '� f I TRACT 21 420 -- PER ,U ,ir 3 I o P�4ry A\ ti 1� V (> DRIVE ROACH B �-- - -- wlY - Y1. LINE I� I s" cis cc LEVEL LINE s�hr•PER srD 306, - _ •;; = — d o.sx __ � �.1 �.���� 1 S APPROVED BY. DATE. e .• o O _ >. \�\ IZ 2 4X I QR �h.4� L2� e L� _ Y ` J I` d, sx Lsx 7n CITY ENGINEER` RCE NO 5 ' •, I y�. )�ij _ � �' 3 J o.l to o i _ •T�r `V �(L►�'�'" �blP ��(r'� • . .` CONSLAC • -. ;`.• t .� i DESIGN DERBISH GUERRA & ASSOCIATES, Inc. RECOMMENDED REAtOVF EXIST. OVERLAY ��•'. � -__-- \• . \ O.Oe'I"IN. ',, �fI OZ REMOVE ° � /i Q Vol r^ RICH CIVIL ENGINEERS ON-SITE, IMPROVEMENTS VAR/ABLE ORI U V Q EXIST. '�ichr24 7° 8331 UTICA AVENUE SUITE ISO .�-- - O.OQ' t0 O.Il' CONST 4"A.C. OV R4'1 RASE , CONST. 4"A.C. OVE!'_4"AGGBASE � � DRAWN R. C., CA 91730 (714)987-4306 SHEET WEE GEN A0 TE/0) II GEN. NOTE) f TYPICAL SECTION HELLMAN N. T. S. TYPICAL SECTION HELLMAN N.T. S. ( ��� CHECKED DRAW ING NO p aniel .. c a LJ,-/J� 26.75 to 27+48 Tl 8.0 R&51 27+48 to 34+$0 Tl � 8.0 R =51 CITY R.C.E.No.29224 Exp.Dates Date 41 42 43 44 BENCHMARK No. 7 -A Found Son Bernardino Count Surveyor's drive pin Y ► with brass tag in top of west side concrete flooc control ditch west side Heilman, 10 feet west of centerline of Hellman Ave., 26 feet north of center lint of 8th Street, 39 feet south of south rail of 4 main line tracks and 3 feet below tracks. Z ELEVAT IOrN = 10'96. 248 , a _ o 2 C 40 Z V PI= 14.88 � w w. .. 1080 1080 mft 3 Steel-TL 52-Gr > W C •b N W U co o r� > 'n m "2 0 h �ti d n ? ao e. EXISTING SURFACE v o 0 0 0 a PROPOSED AC AT 4 a Q N 1 N o � N `r 0 CrdU r. o �^ % N + ^ Q Z ~ - +0.37X Q. Z �W N •ate.° _ W _ 42.��o v awi x O off n(=� �i�iii� _ _ �i y ,.� EXIST. PROFILE t- U W � -0.45X PROPOSED AC AT CROWN LINE 0.4x I2.sTce I TN. 4. TL > 8.56' -0.41% Q 3 24.0' 39.67' 0 1070 r / 1080 S 1 CB.RITN. d/4 X ISTING SURFACE ' Z 1070 /1080 S �.� . o Cr� - -- � - ► AT � Z a W rn V C. 26.0' TL.42.56' TIL D U h. T 100. 4 17.45 N# G/4 U M W � M N M 40 OCr x I m _ N - Of Y7 (i' �o q n O, W. - Fv- m M CO O O o»i 4114 n ml Q it U M ►� +-cc W N TYP= ty "' ?1a m iL N m h P ti < F- 1- h x m '- 0. 4°70 -4.5X O N O a m O W f� cyJ to O _ m - � ---� --- �� 1� .KV O O ? 1 �� O V Oz n O h m},Vrp Nq N WS - - cc - N m a ro70,1 - -- or) o io � � : Ci >r "' °' 0 10 70 CaS t 111 , O •� aQ et a0 ^ � h Qv u 11 EXIST. SURFACE AT 'PROP. TC �� SITS Io66.o O HG in 60' VC ry I Q n PROP. T.C. 22 SOUTH of C P.I. : 75.05 c, f I II x 0.50% ourLEr lo6sa�e C-��� IICONSTR T CONCRETE COLLAR PER LACFD I 6+' DWG. 2-D393 I SEE DETAIL,SHEET 1 OFS I -ENCASE EXIST. 18' SEWER PER LAXIFXb.ATO.DWG.N0. Y-0231 I SEE DETAIL, SHEET I OFS 1 ,�� CASE 1V SECTION D-D, 5 FEET N. A 5 FLET S. OF C S.D.# • ' II OUTLET `1066.36 F/L PROFILE �I roso.so HORIZ. I = 40 � 34 LF ,1060 42" RCP 42"RCP SCALE VERT. I" =4' 11 (1058.50 F/Lh QIOO =74.7 CFS 42 43 44 45 46 47 48 �----� 49 j 50 PLAN SCALE r= 40' o � I I 44 r- JW r .- of 1 1 - 1 +, xLL M Q �. 1 r _ LIMITS OF GRADING IL Lu r II I 1 d. 3. OJ J J o x 32 Z _ I FZ a M „ EXIS�IN IMPROVEMENTS TO BE JOINED W W d►o I BY PROPOSED WALL. �, 3 W �� i o`D 0 vim ii M� 3 I F- >' 3 N 0 . yi Z) O 2 a 3 S a �� SE` VEN ` S TREE T iks � _ __ ^ i CONSTRUCT 2x4 REDWOOD HEADER Q *Q M ^ 3 a j 1 I O � � a3 FQ-•3c� � �i 1 z _ 32 0 0 \ EXIS , R W PER _� _ 1N RUMENT N0. C-O�7�7�' O. b h EX/1 W .• i �. R/W c m 0 OD00)1 n M yN �p LIMITS �, OF GRADING GRADE SWALE@0.40XyCn I { N inI ------------ ~ ------ Ne9° 44' 37_'_W- .-_- n' -- - " _ --- r --� ` C I P' 0 f o 44 45 46 47 4e 49 c 'tel 12 r I 1 "SURFACE VENEER TO THE APPROVAL OF y �l Fti rr' - --- ti � ti °j � tiCONST, A.C. PAVEMENT SEE TYPICAL SECTION) N! ^, ^ I THE CITY OF RANCHO CUCAMONGA y c&G AT CONST. L.D./ ROt1'N LINE 1 ,� n/N N, � c, N ti \ PLANNING DEPARTMENT Q � � yJ \\20' N/ 4 T�72.17 PER STD.518 -`'CONST. CURD/Gc T. PER RC STD. 303 t 7 fj0 0 S T. �` �\ s FL �tl I p74, TL 0 �Q r I h' /W ` ) . R --- - r ._ - - -- - - T O =U NT�'I �` p r 'SIDEWALK O I / IN R.M� UTURE 9MAINT. EASEMENT SIDEWALK TREE A44WT. ESM CONSTRUCT �• `g B P TREES• ' EASEM NT CONST. 8" CURB AND SUTTER RETAINING MG LL2 I �\• Z I I 1� 2 R - -+ STREET TREES PER LANDSAPE �) PER R.C. STD. DWG. • 303 Q PER STD. DWG. NO-81 h Al I I I .2 �CIST•-• CONSTRUCT PORTION OF F TYP, U V J 3 CONSTRUCT RAMP b +� c ° G E AT I% MIN. STANDARD KNUCKLE N m ARCHITECT (SEE NOTES SHT.1) m ^ Ci O o� kD PER STD. DWG. N0. 310 W I !i PER R.C. STD• 203 ---, I, + ABOVE STORM ORAIN m TYP. 0 m 0 0 2 I II 1064.20 TO OF EXIST. SEWER. m o V N M �p V (p O p�J Z r I { 00 Q 33+33.49 BCR /r) 32 N SE EXIST. 1` �, +13 to 0 & Uj n N TC=72.47 FL=71.47 a 3 WER q R=l00' (' 01 to�' tp ~ tocc CL \\5t (SEE ROFILEI# o \ h O I h \ I 4I O 2$ A v m Aco -R=65' _ f +o �"t -^ ti c� 44' I I� s 6 A L- 17.45 I� / , h ao �, t vi \ \ v d=IIO° • T= 8. 75' <� `t`n �I? l) i� I^ ca S 59 V L U I ' os J N O �� ��i O � I I II CONSTRUC 83LF OF 42 INCH ; 8 ,� ac I �I r / RCP, D- 160 N O + V I I �p \ a � r � LIMITS OF GRADING 33' 2T � �1 � rn � , III CITY a AS NOTED 9' DESCRIPTION OF REVISION DATE \ # NOTE: APPROVED CURB RETURN CONTRACTOR SHALL VERIFY THE EXACT HORIZONAL AND VERTICAL LOCATION �` SIDEWALK AND LANDSCAPE DATA OF THE EXISTING 18" SEWER AT THE POINT v IMMEDIATELY NOTIFY THE ENGINEER OFA YODIS DISCREPANCY SHOWNAND ION THIS PLAN. ' 3' 2 EASEMENT Q = 89'29'42 HELLMAN CITY OF RANCHO CUCAMONGA 7J 1 R = 35.00' \ IN ADDTION- C.B.M.W.D. SHALL BENOTIFIED 48 HRS. PRIOR TO PEGINJNG WORK C � L = 54.67' AVE ' CHANNEL STATIONING - 757.43 �\ ADJACENT TO,OR IN THE VICINITY OF EXISTING l8'SEWER LINE. O /0' 10• 2' T = 34.69* STREET IMPROVEMENT PLAN CONSTRUCT STRUCTURE JUNCTION "C' O CASE ZPER CORPS OF ENGINEERS { 'y/�i 3 Zx SEE SHEET 3 OF S STANDARD DRAWINGS \ '°�% O FUTURE - - - _ SOUTHERLY7th STREETCUC.HELLMAN AVE. TO 1 SEE DETAIL, SHEET 1 !:jb r q-{ WW ___-LEVE LINE SIDE CREEK CHANNEL OF 5 I s S• - - �tZ - l� MIN GRADE 3 ERLAY pW o-o7Xlo o ^� 6'O WALK PER R.C. STD. 310 NOTE: PERMIT REQUIRED PRIOR \ _ TO CHANNEL CONNECTION �\ \ I ' - -- r�' P•0% a Pox i N 3- -CONST. 8" CURB S GUTTER TRACT142 PER R.C. STD. DWG. • 303 APPROVED BY: DATE: 1223 tS CITY ENGINEER RC.E NO. 57 E. 6 r. „ c, ��� F,, + DESIGN Us i:Iti��;. '`-' t a -��,+it i i i �. in. RECOMMENDED CONST.�l 11,C.PVi1rOVER 4 AGG.BASE 0 'I C 1\IL E�cINI 1 RS fSEE GEN. NOTE10) • �T2e s RICH T1=6.0 DRAWN 8331 UTICA AV[NUI SUIT1. 150 SHEET R =51 * R. C., CA 91730 (714)987-4306 � �4f CIVIL a� JAMES C. �_OF S TYPICAL SECTION f9t 0 CHECKED DRAWING NO IIzmlhi SEVENTH STREET 3 S t CITY � .0 .No.-92.4 Lx>.Dal', Date ✓ EXPIRATION DATE 3-31-91 R I 1..411_