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Rc St Improve Plans 397/2 Thru 398/1 397/2 397/3 397/4 397/5 397/6 398/1
lI10 12 RC t Izn rave Plans 397; 2 . hru 3 9 8 1 397/ 397/3 397/4 97/5 397/� , 98/l s prs 54,95 2 A _ 1'jEiJGµ MA 'K 13 J IN N09TN AND OF GLSRB 11III hC FLETLIRN, N, 602NEIZ OF F5-RON � � Fes'L�/D. AND �.�IZGHIF�A.Lp M w aq 0 � m _• in °'. + K1 ln1� � �LEV, 1I15.OiL5 in ri 61 IVG. __...- [��GSPOS TOP G1,F GUIZ}� O , v J J 9 N I1- \a. V.. 2O, ,6.•% ,.. - - "U 'J J .; f••. i^.._1 _ v 1p t l 20 wE.s-r , ,: � ,1- I•--1- _ O 0 a� J IQ il to f/-- V a N m p, J t 1 J j N il r-> r p!�q m }l.� J y m `t'•'�" M -. `�.. SLOPE 1,50%:__ N F. T - �3. I r4 , ,{1. p< _ _..,•._ � -, �- - r l-- - � � ro M 1120 N 0 0 0 _:E _ P1ZC�M ILE _ -� 0 + J -` m N_ 51 t- �_4}S 9 _ \9 XIST W I� 0�9 i9 G L IJ-. I� J N �" Cu d o 'N. Ni J p g, o: h 0 2 W�:S _:_ -_,_. ID! NTI _fi, + M •RiF .F O , 0 + ram, N J o f FL0\vLINE X-.�NTTBR - Vc N H F { + -! + N v 1 }^ J IJ zoo' vG. r 47_?tV.G.. 54.8G, N 'p - nlur, 18,zo Rtvc..24.42 4 _ --+ a- ru �. 200 V.C., � ,.=.:51;-OPE'-Z.B•5� .. 12 5. A ttDD - M SLOPE. 1.50 0 01 CD - o, , u, t1S �_ Ii20 .., 110 >' 0 10 b + - o r ,o r r< Nrs > N 0 u 0r N Jr o O O � 0' - 54;95 \ of IDr o r� MM' KN1 �m c1d + 5 o + w - ) m NG ^'.• N + N N Qi t. n: IDE,VTIGAL M 3 J t O l ai a- ` o a l In I O, Q SLoPr_ Tel,Lt•P OF 2 o a n a/ 14, L cq a LL - 'GIUTTEiz 4 � _ ? 4 4p,-. � `� I 4 t f,JIo i ' t o o _ o - v t- . m o� _ti !�p r u �0 U Itjl+ CIO .O O. J tp �,� O N. + N M N. So .rG, r. rn.r J ��� 9 + �' Slope{G.21% o7:t0' 1 J J �1 tD N + Ol fit[l1 r. 0 N ti ,• � c I N ID N In . +: _ ,: oPosED ToPnt' 7OP I N N N t 14 J -a p 0 Flz y_, I > N - L1/4 LY4 AM �/4 `� /4 f4 0 .. S i -GUQ6: 20 EAST �. } r r_I N m b r. W >` `? fn w ro y ct .o J In m 1120 p p. EXIST. .P20F_ s-c .c'-, \. 1 \ O ° 0 p ° W r Vr J � _. :�. J N v tP N 1110 lA q r \9 1` +1 1 25 EAST J J J o o + 0 f- c ❑ J ! : _ 0 FLOWS LhtH k G TT� 16 v J p SL OPE 1.509;. N N (- •: J {J L 0 74 F IDENTIGP.L --r--r�' S + J � N _ F o L SLoP= 1.50% v r r : . --- •. / � 4 k 4 4.ill .- � 5 A J 1 v } W d' 0 ul n q N- O N in V d- - ' -p N ID N ; 1- / , o. N y r N ti !` m 0 � N 0 } N + m r PROFILE 0 0 � O. _ SLOPE 1;50 l I` J ~I N F _ti) I� J ° . � � J • J SCALE...,.. �, 1- r ►- l�- 1 1- i- + 40 Horizontal _ 0 1"=4' vertical siv:G. te.zo 1111001 138.50 ez.&o I g 9 rN 10 11 ag 12 13 14 15 1� Ir 18 19 20 Q o D 11 °, ai sir= SNT 3 J I ° N , `' o Q vHi 3 � ° � C1 '"i �;,"�"�.�.J----� I� �_ P m m N sal✓ I sl�T I f 3 a !- ! t�. V r�fr �. 1'� 33 m m ' U dl 4CQ U <I,_ tttl Z ) i/ i/ i/ I r- t 2e' cn E,z• m p F n 7 d X J 0 t> t7 rI J J f / -�J' R Q k- +-' a0 Z 3 Z 9 t N la, z(e W N0. `rz S�f �° atrt a n' " Ym � � V3 J0 + � o ( � to rr o rE 42y:7 ' ° D =� QI F _' WZ 15� F r1r� � r� fir/ N + � + p /� �Jr/ rW .2 17 lllCj2305 Q NOTE m _ + Q or I W o Provide City of Rancho Cu>amonga ° 4 pl �'w �Iz �nT�1t_.s OF G4Tcti SA51rt 0 5800 s Lt N [¢ d° Q ,�1 ° i1 ( ti a ` 1 R' Q N r H W 580A I 2 with surety for istruction of a t OGAL DEPiZE� IUN ^56E SHT.fo I �Te 3 ;,° h� 17 ub 9 H W ( d a t St Lt O I 0 4 drainage facilities, oo f/ } m \o� ��'� , \o' \3 In 'In WEST T2/W 8; '/ ^ Ci'�'� WEsT R/vJ l Fy q i ryo0 W { See sheet 4) _ - /m - v r m •: .•y. �.. .=` _., VE.�.oSZ'T1CPlGAL":. SEGTIOON w7. '..0 - --- P 2H�:[3 nor-]sTRU.:T,IoN' .. ,._.._Sr .f3 ,� �, _ _.,.:.. ..: N • r o P "k' G.O: L 'Z v G 1 a I �5. FE o L. ;_ .P. EE$e. $7-.. 1 s .eJ.: 15 �_.L fi/Sr_,. _ p Ilr INDUS R/AL X p u n - _2 PLVL.FaNf_ 1 G. ` .- ,. : s .__._- „I(o_„28..... .•. X... TTE _. ... .. .. _.O m.. . .. ,:2•�..f•'_ o. .. s ION 5� 7 P ri I G _M vE:.EJ!l.7`.:=.. FL.T .:. �b..-..-,< �. -,..-.,- zr�-r... -o .� .p •f _ : I1 t _ ti u -awII LHP.1„-LiNiC.FC-.-_E ,.-. / :_ti. �T'3\_✓E:.P..E.R_'rf~YP)G�L SE.'TIU...„.._ / c•;c z.to EP.ST )z/W N J _r0.5E Tc'ELuGATE.D .. EX16T• Po":VER Pot_.E 1 ii `NI 5 G, (,o jj �,i�''9'R Y•P. N YPT, TRP. TP•F. ® I �. O/ To SE KE.bco.TES O I:. SStU :W x '\ �o1A-sT'. Fe-z :GUtZt3tr GUT"1"Erz �. i / r �4 �JAJ �r� J . �oA G; o Y PESZ 3oZ V �Ia.g)•- p I!<I I I 2jt'J�iM V I �I I D NI L, -•_��I r `tZEL:oGATE EX16T. 5F1S�ON3 ZI'v' J!') r�"rr''/ P BLD m I BLD + d W r _ } � •' d' Q � 4_ r � r � � zo � }' � / :I'��_. ((1 �. M _ OF GH�IN I.INIC FENCE 4 1 O I J a (Il n M 2s _,1r._, as'. �' I p,0 I � d Z 3 Z ID + z3 zr m ° rR m 41P a•o ` 00. 7L + PLAN NM J gIQ o n'? �m od n �i I' QQ SJ ry -JI yt* am a� I Scale I"=40' �'�' n Q� SQL SNT. 3 �� Yf CURB CURVE DATA of 30 X / R=4S.oa i2 s6.00 O P-JS-Or, l v>Z,lp°pp o0" d 60,00 oo' �= 90°00 Gb" L=I3B.50 L=57,6o L 54.58 I I NOTE REDUCED R T=31.76 -T= 36.00 L �- Z�.' 25' All manholes, boxes in R/Vi�.are to ' DESCRIPTION' OF RrV.iSIGN PLANS 4. IZ'= 3.5.00 5 tzG3,5.00 ,. 6 Fz=:35-00_.. _„ , 20' 20` O be brought' t0 10� proper grade after paving - _. DATE APP.RoyED 0 ' _� 2 3 O,&= 90'z3:y2� O N e9-57 01, 6=60' 39 z7 L= S-1.2? L- S4,5.T L 54.77` CITY OF RANCHO' C.UCaMONGA 3 INCHES ON ORIGINAL PLAN T= 35.24 -I"= 39.9T T+= 34.79' 3 I R=35 oc ® 3s a� I PLAN AND PROFILE d= 89'42 25° N SO'17'35" t r 1 k_SLo'E%q If3'I f L-=S4•60 L S5./t. SLOFE �� t t' il o.29 o.f o«z9` Q INDUSTRIAL LANE T_34.02 T= 3S/b 7;�1: - c�EL '-'"`E "� NIN I STREET TO 1100' SOUTH I ` z 4511 APPROVED BY DATE -ZZ-S GONST. RG•G. GUREzi I GtLITT5F: PE>z S CITY ENGINE R.. R',C.E,No. 23889 �l�14:5T. 6?,.a,' 1.:-Ai2 4-00p J 302 DESIGN .RECOMMENDED a.G. PAVi+.I<_, 0'! GonnPAGTep T•L=7 . RICHARD NEWTON INC. M6.VorCciEng. SELECT NAT: MAT1 FttA l 624 West I St., Ontario,CA 91762 DRAWN Ph«(714) 985-8707 SHEET TYPICAL_ SECTION IOM _ � 2 OF 6 t STA, II+G• a Tp I `•i-00 - G L-S 1" 10 MORI? I,'=2' VEIZT', CHECKED 2I�.td�.+a, o:�::LR,4E. 22877 DRAWING 7.NO. Robert A.Bebensee 397 .DATES-P-RI FILE NO.. 20X t I , M . I' e- P 1 S 39.75' 3.63 L 5522 NTS 1=5477f�TS PXE,NGH MARK {3 too yr, _GNIZ 'm' IN mORTN ENR OF CURB c) F M R.ETURN, N,�, CORNER OF FEROK 1 - r m d/4 'N I�/ "/ % �/ °/a DIY w I5 o z°. gLvo. AND AKGHLP�PLD A��. LC - 102,9 LC 297.OFr `� o �*�r , Prrof'bs D ToP of GutZB r;r 7 �, co i - o >p W N v ! I , ��' INOR7N, N 0. IJ t'I,EV, 11t5, 02s M f- Z PFZoPO_iEP lof'OF e-LIF-a EXl T. P1ZOF=l1<E O N N iV N IAO J m J J ov w, O CX15 PIZO 1L E }�t W $3 ro3, N0FIT' : ' m- v w Fu- �+°) � � FUTu E T N ^ 2 °,,:}- ,' � FUTutzE TG :- m F +; o CI oPE o roo/ ! �l' l In _o m J Q 1110 1110 Imo Off' -t- n' �""_: !� �� Ill , SO'VG 2�, Jl Vv 41 Z, o o n P+IV.C'. 1,17 - 51.29 too' vG. : J o o..:V.. . V U pI,V,G,. .13.38 _ u 0. >W t- N (ZD oSEDNhT. EXIST, r v SLOPE. O,9ut� aC h Iq J m (1 - th h 0 Ql n oIV J to`9' u' p{ FIN16N RADr _ o _ _l _ t o �'i �% } , r✓1 _ E X 5 RO F I I E o N Vl r N o + + Vt m t� 111 _ t l T P } _r O N I .� L� / . + + + 0 O T. PlzoFl X (�• - FFLoPosED FINISH (Q - 37- 41- N N o N F F +t- Ex1sT. GoN� See:SecYY IDENYIGPL ° W N tP ADE Z_I ° c p - - Z + e •SLOPE T4 1-1� W of , m N1 st_oPE a,��/ r< 1110 9 SLOPE-D_B6%. . 1110 � o + _40 2:1 � FUTURE + 4LoPE 5/, m N J.7 3.. _ -•' _.. SLO,PI= D.b3� �... a z P,Lv,G. 11.92•. V IW { -_ t0 r J J o v - PrzoPosEn TOP Of= Gutzg a N m 1 _EXIST` a SLOPE: 0.74% a 9 Id- W > l, rri e7+ 6b`� Zo` SOUTF l N N 0 vrP 0 Z 0 r-^ (ZOPO�✓EL7 TOP OF GL1Ri3 nt 0_ 1G F c N I O J : EXt �T. Y'R01=1LE` EXIST, 1`ROt ILE. r -: N p F N v ± _ 25 sOUTN - N O F F I u .z WJ o r � F oW SLOPE O:ro/ r -, {>..., 1'. ,.: N 7- 39:75_.. 94.88.. I I�:O .. _.I fit�J N a.., J N1: - �- : `_- SLOPE 0:72�6r - 5'LOPE-o.73�' m Imo. II10 ,N FUTURE TG a° o {h J o �' m r q O ? {r .9r [L ' r �� o o 0 0 t F EXIST."i(i + J r Z 1 - �SLoPE LC - 145.65 LC 257`4 PROFILE I v „L=54.95 Lb4.77_ . I t. { SCALE. NTS NTS 1 1 _ Ia=40` hprizontal FUTURE CnN �TRUCTiON m Q III= 4' `s/erti�al •R/W 00 a T 3 $ ; IO I 12 4 13 A ltemate location 1, 14 w c UJ CQ 2 3 4 5 6 r 3 F- z F� V�t' s E SNT. 2_'� h +o Ia _ z 5 Yt V f� Z cD OFI ro N d RELOCATE HX1ST.sECT1olK FPNGE N 2/I ✓ I 1I- ! CENTERLINE CURVE DATA s u " /_� - � _ F Secure slope easement CURB CURVE D aTA �' s r m m _ I �/ ,- . r r ,� m �'ooL ( o" o ° + z SAC ir from adjacent owner In 0 V + p r) r)C-rr �/ st �ti'�1, r arl r>' r ° 0 n r rrll S -17 0 l�q�A / + A m m o 0. {,1 (Hoffgarten}or use 1Z=30.DO 0- R• 30.G;� K3 30.00 I R=300,00 R=300,rO r F Z M ` s 90'23. 32 - A=89�39 2.7 O �=90'00 00? A=Z3' 33' c'2' [1=5?'SI'"30" l` FQ OJI� E,GFL, _' ���' N N' 1 (1 2'k4"header alternate. L=47,33 L=4�o.94 L=47 12 _= IZz.Sq L= z?q,77 d W 111 yj, dl I W Q s,G.R. Q c I fuJ m T'30,21 'r 29.Bz T=3a.Oo T= 62.SS T= 149.11 1 la f c� O �, T " G GonlsT• p G-G. GUQ6 Ir r E A SEC Y-Y NORTH R/V✓ : Q <0 0 A' uTTF.�;°c1Z STD, 3oZ t>�i2 ,r�ra•°, r:d Et:v GONsT. GONsT ZX4' GONST, PG•G, GUIZ$Pr _ . . ,, .-,- -.... _ s lv 1 N •s II QL RDWD:. N>✓ADE ®R=30:00 /� v=cS.Oo n © R=45.�o0 ,, �LITFER PEl?STD. Sot �=89'57`o I" V a-41 04 35 �=14( 3e 56 NDRTN R/W_ L=47.10 L 39.75 L III. _ '' Y Instan Type N marker _ _ y> a�cTlo6t m m tick 0 { L,o. Zo,75 T-129..4Q ?. .. _.Pti/E i'6TZ TYPICAL , .�o �,q F •v. __:..:,,� ..` - I D r' N 1.2 c3 _ T 29 9'( T y I N \� N--89 46.31 W I BOULEVARD - - 01"�LJ. I$` 6loRTN RL �Std 403) 8 9 _ _. „_.W sutzVEY. m Y ��g ^-� =2S,oa - ,n L .._N-89. 463L,_.. __lt -___.. _ ^ '^ct:' �3 k r. 71 R=322.00 Z= 27e.00 R 7 _ 8 9 _' h1. S9_43'.3G V(,._ .X- L1TTE �. - -- - - y �O 2 20 7 o .' 0 0 „ a o 6 s: q Il m m 12 l3 /. O d=BZ L9=58 51 3o d=I21 i3 08 c) / a tro o,qt F 51 3D i) \0 4� Pc SZ:STA.:.3oB q_ 11 to CONs7'RucT10 !� a 2s7 oG L=256.47 L=102,S5 °' � I t� Provide tem orgry A C,Draln at end'' L s / Q p 7, T=138.18 T=52_o7 F" j \ oTpavemellt, m �. °•20 0 P 1. t RON I Exist IZE easemIt 1 W /� ,. C.'y 2'322.o0 R<4-5.00 r r r V f _ I = �6 v�loab J J I J '� sou'fH:.R/w - "t���"< �A�co' •. 's�'�s IU e.5 +.26" II. A=4-, 3P.+{?❑ rn ,/-J-1 r1.�r_l ...J - SOUI't',. R/�!•t. _ :_ I 4 7ZEwc.c:TE F.x.�sT_ '.,. L 1 5 9 4 I L 145.69 L= 3..6, 0 ' © & 103 I �.l FdI 0 s v c h ���, N 'a+1 B.G.tZ. PAVG PE1Z TYPi CAL. se.G71oN' N T=74-.11 T= I.SZ � - V n E.GiZ. \ pl U 3 c{tZP.DE 0 t71ZAli�l ¢ ra o•qrk r-) J - fp Q G I C O N "r�v 4 9 rn r�11 C�Y + 13 6 15 r l-.r 0 4 5 to �• ,O fi.+ DLO 9� Q-. �,, i.o. - en LA PLAN SEE sNT. Z ssoou stLt 0 Scale I =4Q b+ p � ltJ P. RC rr 1 5 0 l� Z f -6'min 10 o ( 30 X + III x + Cn w <I \ GRADED DRAIN 1 � SUIzvE,- � - GUNSTTZLIGTION � REDUCED PLANS i Sec C-C •:e. - �: GOf.IST. 4z:'L.F. 05 BARRICADE 33` �'�' : S ii r Pt=1z sTD. 46 4 33 33 17 I DESCRIPTION OF REVISION DATE APPROVED l] 22' I t' '. 5' IZ. , ' 2& :a U SEE sNT 4 tom DET411- I 1' CITY OF RANCHO GUGAMONGA - tt' 11' O lo` { I,-I Id a -1. ���.� of DR:�It�l GI-1ANNL�. _ 3 lNCHt=S ON 1Jtt'61NAL P._ o o I �, 3 3 3 PLAN AND PROFILE II_ k � � FERON BOULEVARD Cn o.44 D:67� o.50' = SLOPE"p" 114 1'-� 0,33- 0.44•' lrxlsT. ,MP2oVEMeNrs o oN pFc BEVEL LINE 0 I LEVEL uNE BETWEEN' HELLMAN AVE. �1 ARCHIBALD AVE. a PE:R DRWCj. T7-IZ{ V EI L p 0 0 8 G c o d S zI a"c,r. P.M, 4511 is 6 P APPROVED BY DATE q.LZ m \ ad �, � :� �coNs�-• o.3a IG-AR4o0o `_ 41 CITY ENGINES _ R.C.E. No: 23889 0 0 GOr^I�T, 0.3p IG-AR4co2� A.G. i J�VIW q ow cGt',�PAGTED ✓''� DESIGN RECOMMENDED • A.G, PP.VIFIG oN CAMP:;GTE�I 1\. I SEL.sGT MAT. MAl'E1ZIA` _ J. RICEHARD NEWTON INC. &W. P(,'4E1 vq, o p SELECT NAT. MP.Z'1=RIA� Got ls. Rc.c. r-lsRt3 ¢ GONST. P c.G. CURS r o '� - Cqu7TEK PER sTD: Boz luT'T01z PER s7p 3oz 624 West I`•St,Ontario,CA.91762 SHEET d° ` * S�S G7EnlrzAL NOTE't 9 DRAWN Ph.(714) 986-8707 �i TYPICAL. SECTION TYPICAL SECTION OF 6 • - a IA-R.C.E. 22877 ` ST6 P-+95 70 B+o6 SG/ LE I'"-10' I-IORIZ. 1��2 VE2T. -_TA, I1'+00 YO 12+43 Z7 SCALE 1"=1p 1-1aRIZ. I"-2 VE}ZT'. CHECKED DRAWING NO. Robed A,Bebensee 397 DATE 9-SS-b�I FILE No. 4: �o .: 2tY fox t +f; 1 I YI I I I - SF.NGN MARK # 13 I e:ulz.,rn' IN NORTH END OP: Cut-Le 1Z�TL11ZR1, N.E. 60Ti of FIMZON $LVD. AND 'aRGl1IP�ALD AVE. ELEV, it l5. 025 j • i 4g m x XCb ^ X � Z� Nt d m -6-' N - GOt1�T, - 19"TC,GP Q � � 74. 7o oQ^,t N 2000 y J LL a y, A o CA t- 0¢`0 � 110 o IIIO 110 WF ST PROPERTY LIKE: I [ ) Encase Pipes 4from lip FLOW L.CNE r_X15T FIZOPI LE.!9 0 0' S gutter pcc conc p1 C�1zADE EST' PRoP�RY T L..INE 6'min. iio [,t\ Oo tN -�-may -- J to Q .°�u- CONST• 5a''K3/o° G.M.PA, _ i v Olb � 5� 6 0 r rR -S'L IZEET 'SE>G?'ION d 4- P� P A to CqA, M1 ti s �: oPos ToP Q )-- �, _ G•o _t: �''<:� _ J Q � DIKa= ,. s�opE 2.�s �cQt\0 -` _ 9'min ;P: YiN FdI h SEE SEC X X ----- 7 EC f�, s•1-..ot'E I:Z6 ! lin - as built' �- 4oOOo� _ 1100' JL c 1100 1100 1 100 ray°a.. Elev 1101654 ' ' -. FI = Tix° ^c � Cf I, \ 1/9/8 }" d o' fff �;c.S A•Clalt.l- Z Elevations shown"as'builf'verified infield and CP - J hereby certified correct. 1/9/82 f FUTURE PROFILE y_ Z � .. f J.Ri and Newton L.S.238G\� L''. + ,! SALE: Const $"cat off wail 0 1 241•.00' L,.F: SL.oFE o:409' 09.5o L.F: 1 SLOPE 1.41 / c In°r�Ol Horizontal �; 18'deep, v0 (as built) ln_,4' Vertical' 2 0 1 .� $�z 2 3 4 5 v ,�^ o 6 7 L `-'.f - 8 9 til;�� 10 I I12'4 +� _s_T4. 4.+96.i4 sTA. z+s�.,3 �a Rr J wa 4 ` 7Q F rzr�u BLVD� MATGFI Fc.c. CIT.RS ,fix a, UJO SSA. 9} 6 9.�{(o t U/Q. / ,• q \ I �. SSA. ..9}50.Oro EG_ GATGN PA.31N /f. .., ,. F- A �l,�OJ��� r' �- - 'O � � WESS PK7PEKTY LINE - WEST P P TjC_LINE CL«fence `Z _--�� i O I O i r- 10 Oral easement. - 3,, } N I I �� .gage r�oe Barric de ` NDo, 1628T -_ C.M.PA- 20 _ es°,2! /NDUSTR/AL LANE + sta 4 - T M @ _ END STANDARD sEGTIDN-WARP .< a 7 - g-`^ f I ' StJRF�GE TO MATc.H 1 SEE DETP L 20 Drainage easement Encosemt-Vv �/ ,_, 1 so' FLOW LINE 6;24vE. L 1 Ia per 62-o2a72s r see sheet 6 f "As built' r t' Slit'. ro l ee 1 l vP SEE DEi a iL I' I \ e Sr 1 ll rl + !. COW-6 9" A.,G, BIKE PEIz i 11k I I I d Q a a Q I r Sid 313.- LI:�1E G�'ENER�AL NOTES CONT' D NAT.GR u�.:..-- .. 1 1 � � �- Con15T. 0.2o A.G. PA•VInIC� 4V6� 9. THE STRUCTURAL SECTIONS SHOWN ARE 1SIAI61L1I. AT THE COITLETION OF ROUGH GRADING, SOILS TESTS, $Cole I°o401 GOMPaoTED 11LaT• 5 13-Cit��DE {{{ INCLUDING "R" JALUES, SHALL BE MAKEN AND A DIAT)RIAL REPORT SHALL BE PREPARED 3Y A QUALIFIED Sons ENGINEER. THE Ri)bRT SHALL C�INTALN A PROPOSED STRUCTURAL SECTION AND SF.ALL BE SUB � I f � SECTION Q I1IT'TPD TO THE CITY ENGINEER. FOR HIS REVIEW AND-EVALUATIOD7. APPRO�?7 L TJrr,T, BE GIVEN WHEDT ALL - STRUCTURAL SECTION REQUIREMENTS HAVE BEEN ITT I' t 't- TEMPORARY DRAIN CHANNEL AT WEST_ LINE FUTURE 10. SUB-GRADE STAKES, DRIVEN TO THE Ef}VEY•SErTT SUB-GRADE ELEVATION, SHALL)3E'SET'HY TEE GOTTTRACTOR ". � - tr k NOte 31 `I. m �• t.' S E E Or v t ER THE S_..AKES SHALL: �ET AT ALL HINGE P072IT , DG ^ PAVEMENT POI NTS,Ta1THIN iS,.T IF THE AS?HALT CONCRETA IS TO BE PLACED.OV SUB-GRA_DE 7°A. Q7�,S STERILA`TT AEGISTERE6 BY THE r , OR ENGINE > r This dram to be constructed when - �_ ."y�" "' 50' INTERVALS ADDITIOD7AL STAKES. IIAY BE E 'A' E E ,: ' - J -"°- ' O.Ala OF SUB GRADE ELEVATION Ai)!D'A� NOT MOFL THAN .x � .P, POR US UND R t"1;d, AND P,.CC, S�:t,2, BE UNIFORId1y- APPLT�D i'�T THE ,.•_yTtTJFt1CTURER - _ . �� F I r �- I - - - Feron Boulevard is extended to ! 1 DUC_D PI_I REQUIRED AT VTARPED OR VERTICAL C 1hE AREAS, SUB-GRADEt STAKES Si�-.L BE II7 PLA-E PRIOR TO RECO12dEN'DED RATE FOR TFIE HULL P�;E,:EST t4IDTH PRIOR TO PAVIi,-a. , �� „ 1 ` DESCRIRTION-OE.REVISION: p pRtVeD PAVING TO PERidIT SPOT COCKING OF S'UB-CTT2ADE BY INSPECTION PERSONNEL. _ -D_ ppl ! ?`' '.: -. West :property line.. '."" .�-'!`-, ., . i r 1- - 2 0 - ; 16. CITY APPROVAL DOE NOT INCLUDE ESTE TE OF �ltitiiiTIT7ES, t , � I : i„' � I �"• 3 T 5•r c �I_ 6P. OTHER.UTIL1-T' --LATERALS I.fA2IT5 OR CROS�iINGS SHALL T�/ ^ p ^u { 11. SZL SEWER, WATER ELECTRIC, GA.,t, LANE Y_ __ _.•a r a -1'1-" -tr�- iI, �7a,,-* , AIyION A ,� _ - .,._ - �_ _ �r . _-.. , �' _ , '" _ _ �.• 1 1:_..• - 3 INCHES ON ORIGINA BE CONSTRUCi-ED` PRIOR .O PAVING it � - �? SrREET iti�RS PER CI7,. OF RATTCHO;.COC�I.OIIGA•6TAND ffLD N�TIESERS ?Ol r�iD 402 S�HtTLL BIB CG_T75£IZUCT � r, �' 1 r _ F r m =_. :W ED A EPC �TERSECT�-01Tr^ =` P _- .., I I L PLA ESTS OI EI•BADTKMENT C)7'TSTRCJCTION TRENCIi BiCKFIZLr CO•IPACTI G OF ORI3I=TAW--'OUND "'-="''-x `- +,' - It 12. COMPACTION T. . , _ e .. . ""t ..;' 1 1. i' i AN � ' _ C :' OF RAITCHO C:L'CA•AN^vA. xt wRiTTEDT v T } ..�_. .1, s: ` " 1'1I7D 1'�t,L SUB-GRt'-DES SHALL $E PERFOR7`SED AT Iv0 COST TO THI, IT •I.B. C3`P_ r"YPPRrJVe'',L OE' PI�NS�ISdJrE:i. ii(7'I' REI�VE ''1t2'1E'ZIEVET,OPER FRO.. RESPO_TSIBILITI ]'OR Tf1E COR:2ECT;;Oi:a �A ���TIE,d I i x Y E.n •EER FOR APPROVAL .-�.,, � _ T ,Q r C REPORT T�TITH T,�SE COb�At,,_ION TESTS SHALL BE SUBDIITTED TO THE CIT_ Iis2't , OF ERROR. ,eND Ot:ISSI,... DISCOVERED DURING CONSTRUCT�01t. UPON REQUEST THE REQUIIRED E!Le>N RE- - - - .. l • � ��'�.I. �� L,y I� PRIOk TO THE PS�?CE1,0111T OF BASE.MATER S AND/OR SURFACING. VISIONS SHAALL BE PRO.SPTL�a SUBMITTED TO TIM CITY EN32NEER FOR APPROVAL. T a- )I � ii T, A'V- NG- A,:,`.A'T'ERIIALS REPORT SHOALL BE SUB UTTED TO TaE CITY ENGINEER. 19. WOR.K SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN ,ZARD FREE ADTD ORDEI�L? STATE - ----- 1 ,i 13. AT THE CQ_TPLETION OF P I , a a 1i , r LISTING ALL TESTS OR DETERMINATIONS COI-TLETED TO VERIFY: TH ROUGHOUT CONSTRUCTION. SITE SII<'=,LL "E CLE a`ED UPON REQUEST OF T-E v'SPECTOR. • ,, , - , � ) R--VALUE, S f1�'ES ANALYSIS AND SAND EQUw%-LENT OF AGGREGATE BASE, r ICIT-Y VED BY / 1 DATE S 8 z `CITY ENOtNEEEr` RC a.24889 7 1.. (b) STABILI'1`Y, OIL CONTENT-AND SIEVE A.NrALYSIS OF ASPHALT SURFACING. DESIGN RECOtAMENDED J.. RICHARD NEWTON INCa. 14. WHEIT ASPHALT CONCRET> IS TO BE PLACE,) ON NATIVE SOIL ,IICH CONSISTS OF A ROCK'_' R ATERInL 624 West I 714)nt 86 CA:91762 SHEET THE SUB-GRADE SHiALL LE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE DRAWN Ph.(714) 986-8707 AND ALL VOIDS OR DEPRESSIONS SIi1LL BE FILLED WITH A FINE GRADE PATERIAL OF A QUALITY BETTER f�� 4 OF 6 ADS O IdDEPRIAL. � R.C.E. 22877 'DRAWING-NO. THt11Q THE N CHME.13 Robert A. Bebensee _ DATE 9-23-82. FILE NO, - 097 �. } i 1 , r TENCH MARK 13 C141Z C1' IN 1.IURTN END OF El]PL '{ZE7-U1ZN , N.E. oTZ'3Eg of FEFKoN 4NIP ARGFl18ALp AVE. 025 CD ., Q C Q 1110 _ w �InM II10 N v1 v+:; j �x15T. 'P)FI L v SOL!'-1 l xis cn a V- it It �. - a N Join existing 18,,X 24' �0. J� 7 5 - ,� boxculvert undertiRtracksr 45°L pt - s� A 24'!Cpa P I69a. 1100 ('Ivr FSPhall coated 8lined p° _ _ \\Op.' E Join e199. 1 F=UY1�2�. PIPELINE 'jj 901+_ L GDh1-ST. �-43°x27" C..M.,?A. l0 cI.4, FLOW LINE Notea t o of e - �� - Comprehensive Storr.7 Grain Plan SLOPE 0.13'[a Report(L.D.King,) Altl;rnateslEill OpPeor to be compatible. r i 10cr�.' Open Channels D=3' orD=4.5 274.en L_F, sL oPE a:4o9' 1090 Y _ fi fence PROFILE 1 SCALE' chalnlink i I"=4`0' Horizontal l' I"= a' Vertical IG' 10 I I 12 I 14• I.5 I6 17 i I 1d Provide drainage Eiev uo4- swale at min I'/o ( as directed in fie!_ �.„ .. Max 2-1 >MCx 2-.1. I J En I I Access road i 1 I (native material) EL 1095.0 �--- _-___. �l I Eris/ing h!d 1107 G'rniis cfSAor/P��-�. J ll i I _ f" I, _ �• i j SEC K I< No scc,le E —� — ` 4 Fire hydrant N 1- SPOIL P! E 6'ni n ritr7Um) 15, I i SI Seed For erosion con/ro/. K Q. hot,- I o Construct G'chointinklfL:-e 100 ( 1 I Exis/in4 tuilding _ surroundin ba ' - 12' m77 Drain hP pro vjde 5moJ oLJ10-x� ran Gate 3 rN! I r r _ alatl J� N lJr�f t/, I I i I T•oe'0 109 5.0' I' ( ICI°�� Fenc^ I b I Fence I I _ 1095°� I E I FF 1105.$ I K — Drainage � I w I �'- ° N �.. — �-- — Easement pert 3 i 5'• _-. �-. — � •, - i',)E ES oN t 9.311B / G '54 DR l 3 a X S TTLIN,y t Sit IIJ, Metal o,uilding a) �I i I o SEE S11T. 4 of (o DEL_'. D SUMP PUMP IN BASIN 9 2-82- ��.- REDUCED C i J I - 3.96 ?c-.RE FE;E:Z' � I L.._ -- I \ I ��D:IJ C ED PLANS �.. �I I _�_E.E 4GTOIL `C.` ��G 2-43 ' I I II c 1 r DESCRIPTION OF REVISION O I A. --I I �` U5 DATE APPROVED 1 ...YYY `L 20 Offer of Dedication II j Didn:,a�}--" 20 easement per I I w 82-024T�8 -- ' I I �+ oai 82_D2g4 '. CIT t OF RANCHO, CUCAMONGA 3_INCHES ON ORIGIN n ez-oz4732 -,— o r I f'- At. PLAN 20easemtphr i y 1095.0 - Toe cu r. C, 1 I .�° -_--' I � . I� � r ••PLEA AND PR0ff ILE S eil detail A - -_ to _-.. a ------ 1 N p � Y x - -- r --` _ - DRAINAGEFACILITIES ,CL Fence 5.a -- 5'eetl ate:for pr,r . ;�c .E.>? -•--- p -- Few 3s343 tar PRIVATELY OWNED AND MA7NialNEG E3F1SffV. I I � NBa°43`32`W) 110� C M P I ted>3 dined I F LF4 ; +! IIaZ I -- Y r- 44511 P. M, t, - - I '� _ 4 i - ;- APPRSVED BY DATr ,e —R C,E No. 23889 40 A. T. � S,r _ i� PL. 1099.13 RA/Z ROAD � � � ��a� tzA '".a"Sok— I I CITY LNGINEE 3ESIGN RECOMMENDED J. RICIHARD NEWTON': MC. ' L \Woter service 1 Water service -E-�• ;l -'- 624 West`'I''St., Ontario,CA. 9!762 - } Exact location not r ' DRAWN Ph, (714) 986-8707 SHF,ET Location not Iron, -, I , 5 Cl �� n� �N�II known. ,'�..111 �` .... _R.�.E.. 22877 OF..,.- `I >> CHECKED DR AWING.NO„�,,. dll Scale I"= Y QI1)) �� 7 to Robert A.Bebedsee kale I =4Q r v Y' � DATE FILE FILE NQ. .39� d I [ 6 .f �` 1.30 y 2- 4B'-Z-7 6,M.FA, --r— . / }?IE�IGN MAKK hJ jo CAA, �/ • �n 6 I GµIL Ii� IN 1409TH END OF- GLt1<5 10 To ea..-t line lot 6 �, Rbad bed I d, TW 1103,30� RETu1ZNt N.E. GrJIZNE(Z 0F FE:fzQty " - - B , A iZ C .I A A . : 1101.63(West) (R�� . LVD ND A N B LJ VE. 8 elr i Ijl - Existing 18°X 24° I N 1 I N S1.2.5% Wood culvert under R.R !� EL1099-.13 EL 1101.30 3'AB 4 El ev 1104.80 ao + F ! - - S to•pump,S _ r --.r-•, Schedule 0 ,.op O'. 1 G 16n... ayl 1 ` _�R ' ` _.. .. 2"clear(ty p.)n < • .� t• >: S FNDY. A4bors at 12'C-Ceach woy (TyPicoll u I • Section b b � M•�NF10LE FRAME I I �}.$Al2S G; o.G. I �I I � � I i �AGN WPY \ I 1 Pour 6"A C^1'oye w!✓5T __ L tp r over C M A Z29' I PI•� � I �— • !¢� GI-lAfla. L1...4K FENGE. .. _ 1, 3; 1 _ - Regr°deto � t6' 24" 6" � /" (n 2%min 7 /, (Typ) — 1 T-T q o/o \. �M i f Sto N 0 I. .,_ r •>s4bars12°Ot7 x Sta 7413.46 Industrial Lane, bro � ` I1 �\I 24 'i both ways -''4 BPRS °O.G, -, oqj 5fl"x 3fo"G.M,PlJ 11 r ("Typical) —�—' Section CJ M.a>cH vrnY L� \ v��' !4 ClA. �� �fL 1101.30 r o as n I 1 4j. 11 - !1°1 Step up wall 6 ov-er C;M.P. 2 1 I? 8 —� �/ I b b .,. J 3°i a o° ./ � „ Sec a a I. - 6[lol" • EX15'T Ia�XCULVf✓SZ-1" DETAIL, 'A' CLEAN-OUT JUNCTION STRUCTURE I ~ I �4':C M P 16 ga. !� �N EST /�/ LINE lined.. -- — - - -� 1/2 Rebor 3°long r t / - at 6'spaces. DETAIL B _' PILLWAY 6 �� GoNST. GAT�N SPSIN P6R I/2 bolt'6 long I, Weld SGgt_E 1-47 _ - I with nuts. 1/4" Clear typ -{-- I J�p" :G,M•P.:A. � I �0.. Std SONG' Io C•�o., p` _ �� 5�"X 2-1/2"X 1/4""[(approximates) " '`�4 8A1Zs 12'" o,G, 1-49';IZ, a - e 12-required 30""long r�^ 2so ,�i o�� 4 XIS t Re wo d I required 18„Jong rtg tZ. rc. k Rdugh�j'awn. - J Aa� I 4°� (R moJable weir; 'r Drill 5/8' hole for I/2"bolt I _.« 1 ` \ , 10-10 WIF'-IS MESF) -- l _� 2"below top of channel. Ia Ita $oTTOM -- -MI `IJFAGTUKED D -�. _ _ I i F!�w BSIJM`. r o Ix y. DETAIL Y el; -- 1 a _ at- • \ -Y2' EKE JT. uv ° Z I e\ I OlOho I D7 _ �. 1>u BOTTOM II a �I 10-10 Wi1ZE MESI-t - l i B �,\ E?ZTEND'?.D ttJT'o 13oTTOM 4• B41z5 C\ I� \ I �Y� e e-A ur) �.G. IN EUGA56MENT 00 °' \ — \ \ F �ae5.O° l Section b in Section C a/ contG, 'DEPl2> SSloT1 AS Built \� 1 i ` ' Encasement extended , YYY»> PER STD SIB, CASE C Z 4feet from I p of "4 3asi5 IZ"0.G. EAc:N WoY \ utter pe detailcmNTaR- —__ — . - - ' WAL S ED IKI.-:OP AUt) SIDE. l / c \ /� e's 10'N.F.S. taro D— , \1 / ✓ / b vi•toeo•oc 20'casement for drainage !Z .a.. ' to-'r4 SAJZS I-10 t�1Z,.88/1693 OR Elev �� '4 STI f2K1�PS I f 03.671\ �I C` —po Elev 1103.00 �--- .aOKi�Ur�T4l_ SA'RS IN. l - StvE. wa�..L TO HXTEND 109 \ DBfail Y EIe !099:85 J°���� --T � r- • 1 ..• n Z' MIN. Iti"to WG.L-L- OF �'•. d D' I �ATGN Sl>srN, rJ Indicates as built elevations I I •> a e Encasement to extend 4" from lio _ of gutter. fD `� � ��„x 2 I/�"•� . .• Section Z Typical Encase'meni Detail // �` .\ / /Wood weir(removahl Y V II' s''8" 2.25 �l 2-113,, 2•G, ZOoO�—li, osi Io' 6 / t �G 1 Detail i F9 FL C M.PA: 1�� -6 _ t > \ Y /�19'S85 lo9g 35 AS BUILT Encased 4"from 0 b \ `p9� g0 Detail long_ - lip of gutter. `Q Q% \ U (See detail above{ �" , \ - 1o9B - - - - �-,..- 6 ,6, 10-I 0 wire• s• GOtJSI-. ,. TNIGie- GLAss 'A' \\rs` mesh !' Z .GONG. DEPtZ.ES5101.! S° ` \ o E 1 O �\ � v / �\ I / l /'� , 4- 4 F>i=`•.tS !-(OR IZ- r-: \ PER STD 518 9 �'/ / rn 1 / C 4 3AK-?4"LoN EXTENDED w/"4 ST14Z�1 PS o M°fR CASE C b L I I e 4 I � ` o.G. p - m � 1NT 0 3OTTgM ��4" O.G. / \ 039 \ �>,�' 4" 'CV � WAY N �� I.G"o.G.E.AGI{ 4" \ l/ !o'r D.G. C'CYf•� 30 X cNGASEMENT / / �! / 9t t � m oo• Yz" ExP. JT. -- �GDoual \ o0 0 ' Section C REDUCED � I I C N CE C r f AN `o g^ Detail Y VFL I -- J DESCRIPTION OF REVISION DATe. APPROVED _ O J..LLI�I r 1 r 1 I c r 1 i�r RANCHO CUCAMONGA� � / �iet�PF�CTutz a oR ' TW 1103.OQ , CITY �� I -3 INCHES ON ORIGINAL PLAN _ PLAN AND PROFILE 1 D • ��, PL o3.94. �oNs �AT,.K �A51N Iz �� DRAINAGE FACILITIES Y / K 1099.33 C\ STD 502 /,•�-24�"C MP 16 go. (asphalt lined) +, 12" a •. / (To carry nuisance flow) _Elev 1009.35- I P.M1. 4511 t it,3" N APPROVED BY DATE , L_tt.IY- r-ENG 7W 1P03.00' EAST lz/W 1-tNE r� CITY ENGINEE R.C.E, o. 2 889 �.....,., .. -•G.,.:. DESIGN •: - RECOMMENDED J RICHA,RD NEWTON INC. NvlZT14 ��. R/W 1-Ih1 CATCH BAO-IN & LOCAL. DEPRESSION DETAI s24 west .(71 O986-,7A,91762 �F DRAWN SHEET -- - Ph. (714) 986-8707 6 6 r I OUTS ET STRUCTURE n R.C.E. 22s77 DETAIL G _ _ CHECKED DRAWING NO, Robert A. 3ebensee :DATE 2-Li-t�i?• FILE N0._. 397 Mar