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HomeMy WebLinkAbout1435 DRAWING NO. CONTROL NO. 161010/&l OVERLAY NO. HIL) 16w I MASTER CHECKED APPROVED INDEX BY DATE BY DATE BY_DATE Release Date t: ----------- T77777 .......... ........... .......... ..... ... �4 BENCHMARK NO. 148-B T7 ...... ......... ........ .. ........... .............. .......... . .......... ........... .......... STANDARD BRASS DISK IN THE NW .......... ...... ............ ...... ........... ...... ....... . ..... 13 ........... ------------...... rz .. ........ ........... .............. ............ .........--- FOR DRAINAGE CULVERT AT THE NE ........... A 4- CORNER OF HIGHLAND AVE. AND 4. ............ ............. ETIWANDA AVE., 66 FEET NORTH OF THE .......... . ........ 7* .... ....... .......... T-P PF ..........4 CIL OF HIGHLAND AND 24EAST OF THE .......... "T, .......... .......... ........... 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C U 9 E!> AKP GUTT'ff R PF-9 CATY STD- 105-1?7 OV-AI?Pr-�OMP 1��UAL. 0< VtNR I ES VARI ES V- zo Z4 1 2-D I- 2-4( Z Z: VAiz I E5 F- VARIES VAR I ES 161- 2-01 181- Zo VA R I ES 10 2-1- 41 --rPhe''s' la I Construc Ion ZI- 4( Z U)SZ MArC If IQ z G) Cn 4- r-N "I ST- H 20) OM E z t- UAN &' PROP. GI-Ac--6 I I?)1l<M PAT14 w 11) (60 1-tZACT8b0tJP4QARY V 11K 1 4 ,P.C C. -4 V PCIR,I ES EX I 5T -7 1170 1-0 3,2 11 —— E t '290f > 0 X157-, (-OU 04 in 0 Z 04 G T1,NG C Ft 0 W W C. 0 EX I!� 00 U.11 -1 ON6 -i w P67-WC,&J 5-rh7 z U� 1694,f 99 -ro 172 t"(P 0 In 0 /C L 15 12-5 MH Cl Uzw Xi z 0 5 W<- A 12� 130 1 132 100 13' 3A 24 1 )-N 15� 4 UJI CL CL Typica/stre C`(Section- w w w 1001 34 (A 7:- E�Iwan4a Avenue cy). (0) w I—Q. -CN Uji 0 NT5 ANI C4 __z Z z 156+ 00.00 j2 W < 0 M+DO, X o­ ed z U Uj 0 w 0 0 to I% U. > R=::�77-n a.o G 0 LU Cr. _j-J 47 ,q_gg6 ff e/ LU Uj gn-j (b V C w<<!k 0 + N ==1 Z5 th UJI 0: 1(4,0 7x-ffo ro 05 %,V,4%j Apprzop<14 Lo-r S-P R�14 GF C) LU 0< 7 AP P Przi 105 LU ix CL. + mowm U- C4 Z AP us r-4 P (M P, TO W- e2t1?E- OF 3T-, TIZ 16,147 Z < ,S 0 Arapaho Road 9 z w U.0 z 0z *ACO WVCXI 7-.;5; gy :5. 141 wz 3A; 4 mw 0 <wai Zl\ AOD W_41 qAlf> P,14iAj-1- U cc=3: SEE SHEET 2 FOR TYPICAL SECTION 6:A1 T�, C 041341 CITY DESCRIPTION OF REVISION DATE cau`r-o Pkw�l S� APPR. W U-L"M w U =(=Cc;w-= ; �, `7 => rESS CITY 0 F RAN("a 110 Cmum LAO"AMONUA C-1 Etiwanda Avenue MA OF %401 mc .j CZ 2C L" FESS Plan a aftd Profile for COD J p L&j LA- U LAJ C3 Cm -C.2 2C-j CL. "j= .j L" --*CJ C.3 Edwands Av*nue C-,) No. 13703 L" :0- 0 t�,r F7 J�,'a CM t? -j -i C4 LM CIO 4z, -1511 CL.0-CL.cc-j EXP. 3/31/9 IN rl-ACZ F6R P,-E-ST-rPACT(ct5 m cn CL.=..J =Fm-K�--C t3 CONSTRUCT#ON NOTES.- 40 0 80 Cc, NO C.2,--j L2 CM�" liiii;ili�ili;l - I ---- -1-C 2C m -rc>o cc,up, wi THi ri 2=QC== CU'r 0P..F I L L� 15 03 LA. 40 -,35373 4 16147 m= / 4 N TMd We I 4M >-c-a S wC=C4w 4"A.C. OVER 4"A.B. PER TY71CAL SECTION See 51 illlrra� cale feet Exp.9­30-200P -lit NOTE: EXIVING-ROCK CURB"A#UST­:, U5 SAW CUT EXISTING PAVEMENT SWIMS 128+00.00 to 130D+00.00 CIVIL. k; U BE PROTE'TED-ANY SECTIONS j 2m 2C 4"SOLID YELLOW LINE OF C C2"=-Uj= DAMAGED TO BE REPLA(";"ED AT W=Uj 3C 9 DAT Cj IE APPROVED BY CONTRACTOR'S EXPENSE. REMOVE EXISTING AC LU we Ui PAVEMENT R �Iffz I R. co CITY ENGINEE C.E. 2490 .m Cn=�­==== 6- mc :- i A N 711�� 5 ff 1- 5 H T. I"I FO M TPZ F- 1mr-arz1blIATION Ec�: 4"BROKEN YELLOW LANE LINE PER STD. DWG. NO. 407 NOTE.- 'ALL MANHOLES, WATER VALVES, Ca. �9 DESIGN RECOMMENDED LAJ -- - - - 1 7' CL. me tv:�:cm-1=Le N 0%T E: GAS VALVES ETC. TO BE VQ ­ , " 1'-�-LAJ C-3 RJS CmL"==CL- =-- == = x, ADJUSTED TO FINAL GRADE. 6.=-F consultants, inc. LU ;=-9 3:===3 LE C1-­j 2C EXISTING GRADE SHOWN (0.00) DRAWN 1365 E. Cooley DrivesColton, California 92�24 LU SHEET IS AT THE LIP OF GUTTER. (714) 825-21127 co ML-LM-SAS 17 OF27 Ca 341 CHEC #'02 KED C.E. NO. C041 DRAWI -TA re- I��--of r 0 c*.;re- anll be-bri-5 iw6iri ma," e�,o( EjrRAW �O NTf MASTER re a.,, t E--1 TE t ELY DATE f4PILE �NO. Per D!06- 16&?t8 neet S n' T act of 7 7. DRAWING NO. CONTROL No. OVERLAY NO. INDEX CHECKED APPROVED DATE BY DATE ny DATE BY NO ............f­ -B ........... .......... .......... STANDARD BRASS DISK IN THE NW 9:4 148 7-7j4�.:- 7w �. ..... 4­1 BENCH MARK NO. Release Date ......- ... ........ -4-4 ............. .......... .. ......... ;q -IN-BOX .......... y ............. .......... in: rs ............. THE NE ... ....... '177 FOR DRAINAGE CULVERT AT �j------ CORNER OF A 4' BY 8' FOOT DROP .................------------- CORNER OF HIGHLAND AVE. E S m:j�� ETIWANDA AVE., 66 FEET NORTH OF T T­ .......... -OD 4' EAST OF THE C/L OF HIGHLAND AND 2 gdt i­­`�:��::i:�:: -4- 4­ L: L ANDF .......... ........ .......... Ln C/L OF ETIWANDA. 40 AID Q� ............... 4- Ex, EA ...... .......... t ............ T- :77 4" . ..... j- ELEVATIChN 1432.612 A + F .4 411 4- 7� .......... i -4­­ 401, q 4 4-- A­­ -sr + A :44r. .......... .4 j ........ .......rA' HH] i i�'� Tk­iw.� .............. ........ > A.- .......... 4 4W 7­­ > I_ � T:71 i7 ......... t T ---------- ....... ... ....... J­ L 7F :4-72k, 7777 ................ �77'­ im, i�4:w] ............. C), ........... .. .......... .......... .. ............ 4 --ch. ....... 4 -+- J:: J + C, 0 .......... ........... �10.:xs� 'ka ........... .......... N ............. .................- ............ ........... 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PER TYPICAL SECTION (SEE EE7' Ll I LO 'CAMONG"Aa CC U-W= (=C=CDM IS/ SAW CUT EXISTING PAVEMENT U-U- U Plan and Profile for >-w=:E 4" SOLID YELLOW LINE cm m w q5) C5 REMOVE EXISTING AC PAVEMENT Edwands Avenue 2=9 Cil C=3 407 NE LINEtP9f MT -35373 1��,,,4"-BROKENYELLOW LA Trod M, 143$0 /61'47 CC -j 0- .9-30-2005 000 QQ0 c:ot+5r.PPIVE- APPROAC-9 r- -K C.3 W ,CC-J= Cl-Ck-CL.CC-J Etiwanda Avenue No 101 N MR Pl.�^N w 0-p--J cj clvll� 64� C-7 'OF C _j C-2 -------------------- Stations 137+00-00 to 149+00.00 _j-w L" -1C=C4w = P. c3ti KING C-3= RO NUOTE.- EXISTING RUC'CK CURB MUST DATEW&?.jZ* uj APPROVED BY No, C 041341 B E P"RO TELC%TE D.w A N Y S E C T!0 N S LAJ LLJ LZ ED R.C.E. 24953 'J" 4=z -- LAJ c DAMAGED TVOO BE REPLAC*;"ED AT CITY ENGINEER 2- C=2 m ES TODIR""" EXPENSE. DESIGN RECOM ENDED 2C -XPIR CONTRAC I A -6 III-,tso= P.,que -j t ffe, w R t CIVIL Ris consultants, h N 0 nj 15- �r- 5VAT. M TPE;E� ItAF61�MAMON �f 1c. =2 3E LA.. ALL MANHOLES, WATER VALVES a!t.=c NOTE C.1 I— == 40 0 40 80 .. ... DRAWN 1355 E. Cooley DrivetColton, California 92324 SHEET CA' (714) 825-2127 GAS VALVES ETC. TO BE CM w=Q-=�-UJ9 7 40' _SAS ;, /ADJ STEq,T.O,F -LM A -8 OF 27 scale feet INAL,GRADE.­,,,,,.1­­ ML IL- K-j Cm -CC N OTJ�F r--XIeMNa TRF-9,'it To 61-= rP,0TrCTF-P IN PLACE PEP, 0. 2C -9;". . N 0. C041341 ILAJ 4­ DRA ING N m55T FRACTICF-S. NO COT CK'FILL- 15 TO OCCL�pl ELM I DATE FILE NO. .CC CC 2C ffe,Ese:D7alej 7 7- ar/a/ ----------------------------- C-2 M c-3 M.I— :E -j C=Cm Sheet LCJL-.j S—-1 --j= 'Tract Of C40 gcC =C..),- -- gi i i 7 DRAWING NO. - �� -- CONTROL NO. 0385 0�� I _' ' "' OVERLAY NO. Ij OIL + rAS•.4 ".I ., 4..4 UVEU INDfM tlr UATE _ By DATE By 0•iE Release Date I I I . - I I �1 Z 3� 90 —� 40 o a . , _ _ • , `' . cc� ; � *. . BENCH MARK NO 148-8 . : . I . : I I I _F I - I I o : a , I �_ o .: s+ ova . /Z , 3 /!D - a + I o t:; STANDARD BRASS DISK IN THE NW oI E 7� _, i �' � `^ �' . o ^ t CORNER OF A 4' BY 8' FOOT DROP-IN-BOX .zq f/ : . : : : _ wFOR DRAINAGE CULVERT AT THEE � f i. .,. N«� N o a e, �►` `� o ., Q .'er : : . . CORNER OF HIGHLAND AVE. AND . o o : � . : `" 1 ry . o • : ; 4" ETIWANDA AVE., 66 FEET NORTH OF THE i . . N I _ !� "t : Z :. Eck _ P t91< GUTTER C/L OF HIGHLAND AND 24 EAST OF THE . , , ,� : o , , . ♦ 1 i ear %A t. n . ,I ""' 17 �)_ o + . •� .� _ , .. .. , . . q0p , . : o � ... � � � � � -• � r- C/L OF ETIWANDA 0 0 .. . u o j' ELEVATION = 1432.612 . ,r1 0 + "1 o ,r o r `e o - � : PVI�1 53 53- " 166+50 010 , , , - I ,. , _ _ _.. - T N , + F tD � > �- w f o , . . . _ , _ . . ' o , T o Eta p s I I :+ o ev '4 *"*'Ti im- �L TR * r.0 I"I•�t s o �-'/ ;., r,t y o l t� YC H� Q . �7 ,. 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Nik a� .ICI � � � � o V ttS QQ I w y +,<U3 2,i, -'sL - U q� `' r w U t 1 V Q + rl to I I I e; c O lI1 Iy U _IUI pG �o rB I'RoP CLASS I PIKE PATH; T y \y f +_ L — � i,_�3 TRACT BWOU N pAtZY i '1`�ti 4" P.C•C. I I c, 10 ,a i� N 0 0�y� ��//Y'�,(/ E I C, j �1 4! �.^-� E t_ EXISTING C tr G _ wj I .. I �'!�__,_— ---&.. — -A- — _ _ _ _ — — — — — — __ — — — — F — — — Q) i�_ _a� �a ,.o— = tea►- �'� - r — — — 3 �t T� -- .r.. �2r � �'- GAS VALVE t2� W T L. E ; VA1.VF, j T �,rGAS, VALVE � ' � ^� 125 T N rA Q i c i a C/L N t2S d' !., 25 MH ���� A4H / C L�/ / ry � -MH U) z S W S so ts, ,sz / ,tea 1. / ss / /00 tee ts� / in ,is# tI- I 1A o i cNv HATER VA V WATT VALV � W :1 z��2 La ���. I / / � ��L - — -1 (/') z �s t — - - _ — — � �- ----r- = - - - — _ — _ — _ —_ _� -� _ — — — - - — — — — _ — — — __ - - - - - - - - - _ — —_ — - - , X « _ ^ --,- — _ WATER VALVE = a cc a 2 t C L I j� tiles R.XISTING C i G I N ag 2 I o \i ExI>sTIING C i G \G. W � � ` EX I ST I I/G C i G \ I _t_ �_ -� Iwm Q � J gy511 11 I - li I s - - - - - - - - - - - - ,� -� - - - - - 40 W p O O S N N I, I ;3 n N p A ✓ 5410 dEG/.v 7'N�/oE, AC.�E�10�/�9L + _ = od= d• I I 1_ 12 W� � � w SAwc4r, RI-MOVE $ REPLACE 6x15T � � I I � �l-� a -1 t � / V ¢"AC "AB TEPLfEE�1E�/T o Who " `a I �j;-� A.G• FAVEMENT AS DIRECTED t3Y CITY 1►JSPECTM._ �: 1- '+ �61AIPHASE7lCOV5T.CvC,-16W P D T IS . -•t < 0 m P� o -/�-- M 11 to a I I I + �-a d� CMG/�/PG ACE AL50, REMOYE AND 12EPLAGE E le1 r• CUR$ �. 3 off? ' o + �_�' ` I - AND GUTTBiZ WIT)+ 12 INCH COBBLE CURB r" I WcjV_Lm �.-' QAOFES / � ADD 1Mp, TO W . sIDE or 5T. , ADD 5T• LT-TQ *147 Q. 0 uXi �r El w�i LA 6 I I CONSTRUCTION NOTES: 0 �O �1 < yf' AND GUTTY 1°EtZ CITY 5T17. Ity5-6 oR I I. It..M4 Ne1pz1qCe�wX1r DGirO TY�/CAL X-5EL•T/A�v AC.CEw,9Aw,G A' / u u "m 3 dc7l 1 W C. OY11I �4"A.B. PER TYPICAL SECTION A. EglZ3��_3 �lP(7• APPRD�ED EcQ UAtr• Summit 0 y �� 11- G/w/m. By � . 7 � 1•.- _ AV*RW . . . . i �� 4" SOLIO..YE.LL W LINE > ��r i CITY y . µ _- ��'w-- - . _ �',AN�(AN ST�t�T ® DESCRIPTION OF REVISION DATE APPR. a�Wo:� REMOVE EXISTING A.C. PAVEMENT O. 1370� L�a o, Al� TREE LEGEND 4` BROKEN YELLOW LANE LINE PER STD. DWG. NO. MP 1 >ixr. »ilr7 CITY o F RANCH C o UCAMON�A 71 N_�_g ., ' � Fads?lNG T `'" , SEE SHEET 2 FOR TYPICr4L SECTION © 1q ymmABLE A.C. OVERLAY '�' IL �' =Y;og c O OF o y-J O U2=o&3 U rROPOSED 1=UGALYPT09 ���% C Plan and Profile for W Q Q ,v y==_- t `�,� ct,MLt7U LEN 515 (RED CHUM)) NOTE: EXISTING ROCK CURB MUST Etrwanda A PD' P SpAG�p AT 30' O,G• (5 COAL) r''� �/'�� W t--r, e BE PROTECTED: ANY SECTIONi -=J J i o _-U`m T BE REPLACED AT = W¢YyJW /' I DAMAGED O 4 -=-¢J 3, -.y,loJ- r z Etiwanda Avenue CONTRACTOR'S EXPENSE. ftd 4 �_ ��R - 1. r, zoo d ESSID N�;=o=v 7' ACONSTRUCTION NOTtS FOIE STREET TREES '�' '• NOTE: ALL MANHOLES, WATER VALVES, I Z x-��y.c a 0- GAS VALVES ETC. TO BE ���� cry 8tstbrls 1 +00.00 to 1 a1 +00.00 y=o=Nos r� EX/dT. �9 n 1. ALL STREET TtZE55 AIDE TO i PLANT�17 IN AGGORDANGt WITH CITY STD. PLANS. ' �,_. ADJUSTED TO FINAL GRADE. �; r1 % I, ROBERT NG APPROVED BY DAT V• rA O W W •L I L--r — J I do o do so `" `W= WR 1" 40' 2• Pt cle- TO THE COMMENGr-M1=NTOFAI4Y PLANTINCa, AN AOF4NOMIG AILS � o. 0041341 ' �° CITY ENGINEER a R.C.E. 24953 � �� =Wt_ L J Es • _=T W �/ - EX/9T. C4'B REPORT e4iALL 13E U � NOTE: EXISTI NO-TREE5 TO CAE PtWT�GTEp l = •��. 6vor• C !s scale feet F IZNISH ED TO TNG CITY INSt'EGjOiZ, ANY LIPtUSLtAI- OXtCtT'f ES DESIGN �_ =� TE�10!/E�'iCE/LACE �P�CQTECT/it/iC.gCE T IN R-AGG P>cR M5TpP,AGTIGES. NO ti —,-_ _ RECOMMENDED =�ZW -W P�COTECT/N/t!ACE OfZ NUTIR-"T I9�FIGIf_NGI15- MAY ►ZP�ZUIP2� �1C•'-PILL SOIL AMt-- ON1ENT�E - _ _ W; EX/9T. fI•C.(EAST 5/OE -•' ..:, GUT c71� FILL 15 To OGGt.I►� WITHIN EXPIRES�ISO1� * RJS =_ - = "'' ''' �` o W=d o � -, + D pY 1 - GIT'Y (N9pEGTOR. --== = — � consultants, inc. �Ga► >ai ' -23 � nRlt'LINE Clvl� - - - W -_o;--_ � NOTE: STRI P I N G TO OE REPLAGEDAS tI}��___ �N�' DRAWN 13tS5 E. Cooley Drlva.Colton, California s12324 SHEET V_ 3. Al-L 5TKr-ET �E5 Agr- 5UBJ£GT TO INE)M_GTION ANO ACCP-FTANC.F- 6Y ql - Z <o-000 CAL SECT/ON Q ,�^Y M �4EEDEb AT TN£ DISGhET101� TIDE fNc�IKE>r�1N� t�IV►�tOH . �. Fof �AL��� ML-LM-SAS (714) e26-2127 19 of 27 .< s=- �..-= iv. T. 5 OF THE 1N51'ELTIDN D ING NO. W,�J J= *� . _ .. * � 4• STxmT TREEsa ARE-ro � "t,iTw rE -- t'1• ftle- IMI'ROVr*AENT PLANS ON LY. CHECKED =em s_o= STA//00 t 50.00 TO 9TA /&01/_00.00 ` R.C.E. NO. C041341 a _��oo c4 ._^__ �-" .. 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LAJ ►� 00 ' 0`S+9LI 00' OS+9L Q 00' 04+9Ct I ( I I - uj � .. . ® II n 'eTT'� '4#gT OAS AA ' GI+gLL IIO + �t -� U .1 m I I � I I 6 EI ' L1r I ) 00 ' 00+9LI � W W 00 Om+9LI DO' 0019LT 00 9Lt I CA r- ."10 _ S.L1i1Og '1At� T. t I I z o 0 , o II I Fo St Ulfc� 00;' s+SIT Io — p� 3� I II I us ►• �`/ os'2�67/ .v t O fl9 )' kW I _ (WA LL aC ,gg DD OO-A�L/ 00' 00+5LI 1 ......: .... �• N - N J z h 0 ' D;4tLTkj Q PC 1 A V II I W w d 1'� 1r 1''1L 9 t __ 7 P 'LF�/ li • _ I I I 2 Q 89 00' 00 6Lt L/ 00 ' OO+ i: t I I I o W 0 0 0 Z � Q T-" -* T ( t 'SE9t) �* . t O''Sf9t-j" TS fLT J r. 08 IS+f LT pk U 06+f L I >`;� �� o W 47 '9r s rt9Z 00 ' 00+ELT 09 00 ' 00+ ELT 00 ' 00• f ' i r i OC Oe a a �3p m p 'SNYId I/ 31YO 0 O or, M141. i0 b3VVd3Vd 3H1 A8 03AObddV 38 lsnn CRY 9NIIRIM Ni 38 1Snm SNYId 3H1 OL S39NVH) 11V 'SNYId 383H1 i0 S35n B33Nt9N3 3H1 tl0 V3NM0 3H1 30 33N391193N 310S 3H1 0083 M l^ td0 Ol S3`1NVH3 032IMOH1fIVNn 'a0i 318Vi1 a0 'M03 3181SNOdS3123 9Nt318Y A11118VI B03 1d33X3'133P08d SNI1 NO INC*10 33NYWHO383d 3N1 HIM N01133NNOJ M 38 LON 111M SNYId 3S3H1 9NINYd3ad M33NMN3 3H1 NI'039INW 801Y38 ili3C11HYI111Y3VU ANYIY083 SS31W8YH 833N19N3 3H1 OMV 83NW0 3H1 INII cc NOLLf1VJ ONY A31NW30N1 ON333011YHS 8013V81NO3 3H11YH1 ONY SenOH 9N!MHOM 1YWHON 01 0311WI1 N 1 m tow ONY A1SnonNI1NO3 A1ddV 11VHS LN3100038 SIH11YH1 A183dOdd ONV SNOS83d 11V S3Sf1 aNr 83JNVHJ a3Z1210H1f1VNt1 30 A133YS 9NIOn13Nl 133f08d SIH1 30 N0113nH1SN03 30 3SHnOO 3H1 9NIHn0 SNO1110NO3 311S vor 8o3 A111181SNOMN 3131dW03 ONY 310S 3WnSSY 11YHs 3H 1YH1 S3389Y 8O13YH1NO3 8013YH11400 01 0331419113 31VAIHd WOU 31ON 1V133dS DRAWING NO, CONTROL No, t I p0 -, _VERLAY NO. n�asrEa LHF('kf r) APFHQvf 0 mntk�x by A r t .,... H r .. D Art _.__.. t v w D A I Release Date CONSTRUCTION NOTES AND QUANTITIES." "'A.C. SHEET 2 501 743 F 1 4"` KEN YELLOW LINE PER STD. DWG. NO. 133► 5, LF General Notes 1 A V A.B.A. . PER TYPICAL SECTION (SEES E } , "A.C. OVER "A.B. PER TYPICAL SECTION (SEE SHEET 2) 183,213 SF 14" BROKEN WHITE LANELINE PER STD. DWG. O. 133 3,080 LF /1 17,327 LF 1. II work hit n in accordance with these t i ofRancho3 ` CUR AND ER PER STD. DWG. O. tog- A2-6 ' Cucamonga Standards t r Specifications for Public ors -- 1,360 S� 4 SPANDRELAND CROSS GUTTER PER STD. DWG. NO. loto-Q 12 H MARKER STD. D i 33 116 A Construction - current edition. Contractor shall be familiar ih and shall be 5 SPECIAL CROSS GUTTER PER STD. DWG. NO. I olv-e, 1,780 SF , responsible for adherence to these Standards and pecifications. W-56 SIG (DOUBLE HEAD ARROW) PiE R. 5To- i;W&. MoS. 133 ao t'6 1 EA 25 EA . II i li s r substructures n kind, telephone or r I , 'Water -��• �a$ A PER STD. DWG. NO. 10,2 FO! V I T! CULVERTS1 A rs, v lv , fir r , tc., o n or not n n th ins ithi theL CAL P SSION PER STD. D G. O. 3Q7 CASE- 13 2,106 F L! HIT LINE 08 L • right-of-way limits or in adjacent r r improvement work i to be done Iv APPROACH PER STD. G. N to - 1a,gl SF - iI removed, relocated r r in t I c required t o cost to t he { TYPE R-1 I i3S 92"X®8"BROOKS D!�X (NO..361110INBOX)PER TAILS-1 We, SNeerv) 2 EA I f Rancho . 4" CC SIDEWALK PER STD. DWG. NOS. to f.pq 10 3 48,582 SF /zre pilC P/Pt6 3g LF permit II tin from thei o G Cucamonga / 10 CURVILINEAR SIDEWALK PER STD. DWG. Q. t`�,. 8,204 SF O t prior t any encroachment or construction within 1 of Rancho {tia REMOVE EXIST. UDERSIDEWALK DRAIN AND REPLACE easement or right-of-way. 21 17 EA o WITH CURB AND GUTTER PER STD. DWG. 104 A - I 2 A Prior t installation n vin trial report Ii i tot i 11 STREET NA SIGN PER gT®. pW&. Nos.4•o{-At 4o1-t3 } pE� st®. awe. r�ia�. l41 8" PVC TUBING 32 LF Engineer listingall is ordeterminations completedto verify: - lu , sieve 1 SIGN 1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) i 4 A t 33 A•ot-g _ Co 13 STREETLIGHT 5800 LUMEN H.P.s.V., Y Cc, PAID AND COORDINATED 40 EA 14 JOIN PER DETAIL "C PAGE. 27 2 EA �. analysis, n equivalent ofaggregate All5. r, r, electric, , r other ili laterals, Ins, r crossings Y DEVELOPER n Carlos Court l Norte Place LotA II constructed prior t paving. 1 STREET LIGHT 9500 LUMEN H.P.S.V., Y SCE, PAID AND COORDINATED 2 A Y DEVELOPER 37 38 ompacti n rti n, tr n ill, ri i I run , 27 2 36 23 4 5 of a II sub-grades shall r o cost to t i o Rancho 1 SA CUT EXISTING PAVEMENT 40 EA 29 35 22 21 20 19 18 17 16 75 �` 13 12 11 3 6 Cucamonga. writtenreport ih thesecompaction tests shall submitted t 16 CONCRETE LOCK RETAINING WALL PER STD'. DWG. O. &0 115 LF 26 33 34 1 t i Engineer rapproval prior tplacement ofmaterialsand/or 3a itura ve h verl ok r!� 2 7to acing. . 17 8'"CURB ONLY PER STD. DWG. O. 10,�. A I•g) 3,624 LF 25 31 25 26 27 28 a 6 7 8 0 & t completion f paving, materialsr shall submitted to i 18 UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHE 2),STD.DW&,Na. 107-A 6 EA 24 24 29 4 5 10 5Engineer listing alldeterminationscompletedt verify oil content, n 80 gradation paving. 1 CATCH BASIN (SEE STORMDRAIN PLANS FOR DETAILS) 22 A 32 q, 3 68 --- 23 `�17 34 33 32 31 30 2 s7 69 79 Zia �► 6 . improvements r I nativeit is consists f rocky 2aBARRICADE PER STD. DWG. NO. AND TEMP. PAVEMENT PER 8 EA So ®rr riV 73 a material, t sub-grade shallprepared' removing all rocks i protrude ry, 66 77 11 -grade all voids ordepressions shall fill with fingrade STD. DWG. l32 12;,1 16 1 J 7 1 "X " REDWOOD HEADER 1,511 LF ltu 78 65�11 76 12 9 material li r n native "' _ 787 LF 22 21 20 19 15 43 48 64 �, 70 75 �® 13 i approval f plans O not relieve the from responsibility for the 2 8 A.C. DIKE PEP, STp. t��JG,, go. t04(PI S, 45 44 42 9 G 14 8 G� Lot C correction errors n omissions discovered duringconstruction. n 23 STREET TREE PER STREET TREE TABLE (SEE SHEET 1} _ 19s EA 12 14 63 74C,`� 15 10 �a2r request, therequired ( revisions shall promptly submitted o thei 2 NTATHOU STREET SIGN -53 PE.t2 5Tp.DwU. t~�S. t33 •4ot-t3 4 A 8 9 t0 11 13 ro 46 414%4 Q50 ?1 73 16 ��`� 11 ��� Engineer forapproval. >< C me/ O s Dive R. 62 4 v , 72 77 ` 72 �Y i exterior r II in neat, clean, hazard free, orderly state 2 SOLID YELLOWLINE 450 LF 40 51 21 throughout construction. shall cleaned upon request of t inspector. LIMITED ACCESS CUR PER STD. DWG. O. yo5-C,, 170 LF ro 47 S p 18 20 73 .� 3 1 responsibility f adjusting of r valve covers, pavingrepair, and 7 6 5 4 3 2 1 39 52 61 60 ° ' 79 22 19 opavingreplacement in Conn i with sewer r, s, , electric, r TUBULAR STEEL GATE =16') PER DETAIL (SEE SKEET 2) 1 EA WMMMI110=1111135 53 23 14 2 - -- r ti` li installations ill t responsibility of the shall be REMOVEEXISTING A.C. PAVEMENT 196,200 SF 36 37 38 20 Lora 18 15 1 accomplishedi compliance i appurtenant ordinances nstandards. TURN SIGN -2 P�� STp. at�I�. rtos . t33 �FC)1_�, 1 EA 54 55 56 57 58 21 24 17 1 contractor performing r o i projectshall familiarize himself ith the - REVERSE 16 f y 35 site_ 1 EA n 11 solely responsible Ioperations, r bons any whether or not existing facilities r shown br; directly indirectly , e0f ADVISORY SPEED PLATE 2-6 (25) 34 riv 22 Da am CO /� 34 50 SF 33 32 31 30 on these plans. 29 28 27 26 25 24 23 25 26 27 28 29 30 31 32 33 , in streetplan pi cal ions indicatePavement. 31 IV APPROACH PER STD. DWG. N . lD I- TYPE-C ( f' See Sheet 9 A NARROWS SIG -11 PER- STD. DWG►. rao�, t33 �. q•ot-t3 2 A Lot 1 �" 1 912 LF 1 t all utility, required r priorexcavation. DOUBLESOLID YELL LINE 1 II r r r i t t % IIstaked ' tt 34 DOUBLE YELLOW EDiAN STRIPING rrYP D PAVEMENT MARKERS PER 2, 38 L ILSON AVENUE2 t 1 intervals. / l in t allexpansion joints. STD DWG 13 3 fr n 1 All r t l t contractor r engineer. i t shall TWO-WAY LE TURN E STRIPING O PAVEMENT MARKERS PER 900 LF �" all in pointsn pavement points, within 1 f u . STD V1rG ► 3 3 Index Map Improvements elevation t r foot intervals. Additional required 4'" HIT NE LINE P STD. . NO. 135 10,356 LF iEngineer n r r vertical c . "r 3 LF stakes,shall i I prior pavingt permit t checking f - r by 3 HIT CROSS HASHING inspection "SOLI IT STRIPE A PEG MARKERS PER STD DWG t 33 2,185 L17. If the asphalt concrete i t lc - r it tril registered TWO-WAYi P P STD DWG 18a LF Striping the by the .� r r ll if r l ii t A sT I 13 3 For r r rate for full t I prior to paving. 18` DIRECTIONAL ARROW E DROP PER CALTRANS TRAFFIC MANUAL 3 A ( } through . i quantitiesi provided t i r onlyr t convenience 41 SIGN -5(CURVEAHEAD) tarp. 5-cV. �>ra�-. Nos. I�3 tr 40 i - � 1 EA developer, t contractor iI idetermination construction quantitiesbefore submitting i . r required plans 42 I -6(35) (SPEED LIMIT SIGN) PER STp. PWC,. NC)5 . i�3 4o t - 1 E i i t specificallylit in - estimatequantities shall considered PE L MARKER 50' OC PER STD D G 130 13 EA i itother ' work. 19. City gw(�j}t�, ®� approval t include water r i f 1 EA SS ,QhAs '•�Y a *' d SINW-81 PEP- 5`rP• pt�IG.. ®, 130 �t 4 t r r r "TURN ARROWPER CALTRANS TRAFFIC MANUAL 9 . r...��. #r t j .�01-A a-o►- s3 o g 2 E 01 o.6203 1. i shall i r Ir.r Pavement tests taken 4 T 130 t determine be. I i (prior t paving). ,-= 47 -57 SIGN (ARROW) PEP. STp. pWG►. tlo5. t3�, 401-E, 1 A 1 I J �a n� IVI t 4 -19 SIGN (PAVEMENT ENDS} PEtZ STp. DWU. 006. {33 4•of-Ps 1 ~ 03 C �aAt-t 10 � W ' a tt .SIGN R-26(S) Wo roToFPIN& pt"P_ 5Tp. DWG. OOS. I33 � 401-F3 1 EA Lr�,�3 ,,gc� W GI IL r� 73527 �, 6 EA , 'fit//5E Sl� T �`F' R _W :x W ti3 K ER PER STD. DVS/G. t gyp CONSTRUCTION NOTES FOR STREET TREES ® a,r � .: LU � 1--o - , 'T&. !Co!4.7 F . a tt SIG -3 PEP- STD. DWG"•. N®5, t55 of t3 �, �. r `f V{ 1 I 1 19 -F I r a W ° (X N5W c; G,^Nt7 t9RivEWA\y PZM_:>V,44n AQ 0 1 T1 Z a ttt3 SIGN W-8 SPEED UMiT SIGN) PI A STO. OW&. tJOS- t33 401-Q�i 1 Ea 1. ALL T T IN ACCORDANCE I I 5{® W 0<W Q �"� \ �� a"d U W. > 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD �� !=.� 14\ . a� -ter P �` REVISE DRIVEWAY STATIONS PER TR.NO, 14 z�2 �� p c ' a t t9 3'X 8"BROKEN WHITE LINE PER CALTRANS STD. NO.37 400 LF UJ W < AS PROXIMITY TO HARDSCAPE DICTATES. �ia2 AtAP 5D5 "�� t :-=-, } ;" � SHEET �5. z W tt 4°" Li {T Ll 2 LF `� c� z , _ ' 2 � REVISE- SHEET 8 PER DR 99—64 AND SHEET 27'' ix o i L MIXTURE L T SHALL THE I .e'fr µ ' PER LLA 449 (NEW PASEa� f d- 'L ® r a SIGN -7 ( ENDS GEL PE 9 5Tp• Ow c-- Nos. t33 01- 1 AAGRONOMICI I T I I q " o SHALL H T CENTER H T I L THAN THREE C1111 �- LU Q 3 SIGN 1-1 .1 PER STD. pWCz. Kos. f33 48I- C7 2 E , 3 REVISE SHEETS 3,4,5,6,8,11,14 PFR D� �S' 0:� __ _ ( } , L OTHERWISE l QU_ L T SUBJECT INSPECTION Y i ENGINEER. ' Q REVISE SHEETS 31 4,5 8& 7 PER DR 98�--11 a % Zro '� t.l . I 4TH ST DRIVE APPROACH REVISIONS ON SHEET 4 AND 8 PER DR. 96-27 -/�P � W DESCRIPTION REVISION' CITY III W w STREET ' `�s Notice to Contractor 4 . . Private 1"00%If 0 0", ff"'kA N ' n 0 Ar"a a Ar"AM*#"%N A` AL rwTREE TYPE SUMMIT AVE L I LH LUL V bA _ �s:ACC c F,�s�s 1 Contractor r shall I n complete responsibility for j it ®Z w I 1 L 0' conditionsduringcur construction o this project, including f of all 4 '[yQ _ra • W W o s JAPONICA 1 L 3 ' .C. r property, t i requirement shall ply continuously n n limited _ z 4Title S%h e e t ®� a 1 L 4 ' normal workingr n that h contractor shalldefend, indemnify n hold the �-- E�• -re Cvs fZ-cx CJ L"Q>= r _� „� t 40' . r engineer harmless from any and all liability,, real r alleged, i 1 L W C 1 L i i t nc of ork n this roj . cPf-o�osEfat F ��J �eW Street Improvement Plans � _ _ o ►-> „ ! 1 L .C. -field HfG AVE �- W C 1 1 r: , 40' contractor shall -responsiblet r discrepancies i I f r i I �f . g tg r I immediately to t i n i r r resolution prior t construction', n / 7 rn =o = u cuS to`9� ►— °� , JAPONICA W OVERLOOK DR. SOPHORA 14 1 L' 0' .C. shall responsible rdiscrepancieso reported n resolved.' CHYC ITC) P PL 2 15 AL 25' O.C. DATE 7 M��� a OVED .mow e `. PERT P. 1NGINEER c � � � � . SAN A L CT. Q LIQUIDAMBAR S RACiFLUA 9 15 GAL 26 O.C. - No C 04 °� E. W� ®W Engineer's IV t►c to Contractor char .�RECOM IGN = WW CAMARRI T. v �� 'LE x 1 1 4 ' xi t nc n location f n underground ili i r tru ur � - n II G j3aRJS o ,� � ,� YConsultants, inc. ; W _ a i P 1 1 L 0' I r tin search favailablerecords. to tin r. CIVIL N.T. __ � �� ® =u, a 136 E. Cooley rfve•Cofton, Ca 10 lif�rnia 92324SHEET o eUZ.- approximate II confirmed I field contractor t c (714) 25-2127 -- JAPONICA 4 1 L ' adjustmentsc n i li n tand/or r f r improvements. 4 _ Wes_ w.-. .. 1 L r .. OF 274 _moo = MEOW VE .._CL 1­ _r T . a - . ..w • ,.M_n .- ¢: a°mow . ., contractor I r uir t r ti ur rot c ili tin �►� LI tau N I rCHECKED r linesf r r r t o n n i n . Tt L 3a .�. E u►�} I Ya c DRAWING NO q - 1 - 40- J CONTROL NO OVERLAY NO. Release Date NOTE: CULTURED STONE VENEER: CORONADO STONE PRODUCTS SBCFCD FEE PROPERTY EC/LT WEST R/W C L EAST R/W a w C/L "CORONADO GREY MOUNTAIN LEDGE" b 90 /S A BUILDING MATERIALS a AVAILABLE FROM: SEPULVEDA 50' a a 40' MWD PROPERTY (714) 582 7500 OR (619) 328 3614 o a a 115' w 9 0 a LANDSCAPE a H i 10 - _ __ , Ch C DEDICATION .a p 3 a I a 14 o" CULTURED STONE VENEER [ �/29 ! VARIES MEDIAN a I , 1 , v a VARIES' - ' 20' - 24' H H I J � 6' TO 18.5' 12' 32' 1 14' 32' 12' a VARIABLE 10 .a VARIES VARIES 4 - 6 X 8 X 16 CONC. BLOCK LANDSCAPE � PASEO ,, , _ � _ � � �N *' E" EASEMENT 12' 32' 32' 12' 18 20 18 20 I W/#4 @ 32" OC VERT. AND H 3 VARIES VARIES ' 1=1111 1 #4 @ 32" OC HORIZ w I//•3/�/ a a 12„ I 12„ w 2 4 2 4 _ III ` 0 SOLID GROUTED w e• 1 MATCH x 2' EXIST. 2 9' REFER TO ENGINEERS GRADING VARIES 2 CLR 1 '' t 28 GRADE COATS HOT MOP q, _ PAD 1z" 41 3' TO 8' PLAN 14, PAD a WATER PROOFING AND ° fW, - F7-/22/1 - O��#' d:j 5:1 MAX 1 -0.07' a VARIES r, x D.iA --- - ----- EXIST. I.iIrO LEVEL /.(gyp• 1 2!,MIN GROUND VARIES 1$ TO PROTECTION BOARD I 1 1/2" PVC WEEP HOLE ti 2$ m • 1.3zi 2t g:i �,� 1$ �T0 � EXIST. GROUND PEA GRAVEL ' . W,X PAD 17')�_ 3 — — o 4 ..... _- tee — .: - � - /• _ OC 4 . 2$ �-- a ( 3:1 SLOPE ` _ �:j EXIST. CURB �+J`L - - - - t '::,►''EXIST. CURB FILTERFINISH GRADE -� - --- --- - � I PAD FABRIC - - 3 3 L— -i— - --^4 2' PVC 22 BETWEEN STATIONS PIPE PERFORATE W F RATE C 10 17 3:1 SLOPE TO ' 9 3 3 I 166+98 TO 172+60 FILTER SOCK pTl r.t 4" MIN 5:1 (MAX) EXISTING SURFACE , . 2% (MIN) 24fh Street ROUGH GRADE 1 I - - -CONCRETE FOOTING SLOPE _ 2-#4 CONT. Typical Street Section Typical Street Section NTS Etiwanda Avenue Etiwanda Avenue 3" CLR. STA 16+33.51 TO STA. 36+68.71 Typical Street Section NTS COMPACTED SUBGRADE R=77 TI—9.0 NTS (PREPARE PER STRUCTURAL R=77 TI=8.0 Stations 128+00.00 to 179+52.45 SOIL REPORT) R=77 TI=8.0 Meandering Wall Section TS SBCFCD FEE PROPERTY 5 0' 40' MWD PROPERTY P/L #5 VERT @ EACH CORNER PRECAST CONCRETE CAP 1 1/2" X 1 1/2" TUBULAR STEEL 9 GUAGE 1 12' 28' 4' PICKETS 3 1/2" O.C. (TYPICAL) O CULTURED STONE VENEER t tNE 8 '-0" 8 '-0" �" I o #5 VERT @ EACH CORNER 4" X 4" TUBULAR •o 6— PRECAST CONCRETE CAP LINE STEEL POSTS. 9 GUAGE _n 6 x6 xI6 Cb1.�u. 1 I CONNECT POSTS TO _ WALL WITH 3/8" X 6" ( CULTURED STONE VENEER l c _ EXIST GROUND 9 , '-, (REDI-CHEM) PER NN POST W/1" LONG I • • r SPACERS WHERE IRON 16 x 8 x 16 C.M.U. • 1 /.���b N __40. TOUCHES WALL. 3 I I-4 2'- 1-4` 1 2 HEAVY DUTY HINGES S:1 (MAX) }� J EXIST. GROUND i EXIST GROUND LJ i r", ) �,- �M ry • 2$ (MIN) �l�hhitr i�t.;=. p I SLOPE x •`• . ,. / i li , i i . • r 2'-6r$�. ' • - �I " ULAR STEEL x' i 6" WIDE X 10" DEEP o PRECAST CONCRETE CAP r 24fh Street - / T• Typical Section M •' R2TERMEDILS IATEBOTTOM, ENDS, AND i REINFORCED MO 1 _z_� Go►lCRB'iE gTRIP "� - r� PRECAST CONCRETE CAP NTS '. ,• CULTURED STONE VENEER ' 12" X 36" CONCRETE ` � '� STA 06+77.43 to STA 16+33.51 FOOTING (TYPICAL) NOTE: ALL JOINTS SHALL BE WELDED — CULTURED STONE VENEER r 2','1 AND GROUND -SMOOTH WROUGHT IRON �'_4• (ASYT AR PATTERN) R=77TI= 9.0 EILeGTRoSTA'rIG PAINT APPLICATION: • Detail 27 TWO (2 ) COATS RUST-B-LIUM PFvx-f PIF1Me-R CD 6 z 8 x 16 C.M.U. Tubular Steel Gate Two (2 ) COATS SHERWIN WILLIAMS FLAT BLACK • t 5_O t � N.T.S. 4' 4�-4• 4• 4 HORIZ @ 32" O.C. 6•x 4•x 16" C.M.U. R/W C/L R/W m IL I 2f FINISH GRADE R/W _ NOTE: CULTURED STONE VENEER: CORONADO STONE PRODUCTS PRECAST CONCRETE CAP LOT FG SEE DETAIL AW&F '� __ _ 1 1 11' 10' CORONADO GREY MOUNTAIN LEDGE" _ _ _ _ / -— _ • AVAILABLE FROM: $EPULVEDA BUILDING MATERIALS 6 5 ISIDEWALK (714) 582-7500 OR (619) 328-3614 I `1 1 AND (ASHLAR PATTERN 33' 33' ) 11 ' 22 ' 22 ' 11 ' TREE —CULTURED STONE VENEER II CONCRETE FOOTING 7.5 5 ESMT. FINISH GRADE CULTURED STONE VENEER �a1 ' . 3:2 12„ 4, 7, , SEE BELOW • � f ; :.;6•. �qx � 2$ 2 � 0.12' 2$ 4 12- .l Y. 6r, WRAP ENDS — 8 x8 x16 C.M.U. ' ' 3,-Or •-- - m o z 3 1 X 3 1 MAX 2% 3'1 v, #4 HORIZ @ 32" O.C. 3 N .ram W - -tea • °mW L 9 3:1 — - - - - - O W ar = T 9 Q 3 Z " 3 \ROUGH GRADE 3 -� _ Detail T Z s o g; Typical Paseo Section ! ,� , , :� a • d W a < H2=U, 66' R/W q W = =1-W Meandering Wall Elevation — 2 - 2" S Pilaster o= EA57 IDE'OFCERVgNTES PL, gNTs 3:1 SLOPE MAX. MAY OCCUR 75 Z = a <W 66' Right-of-Way _ _ _ —FINISH GRADE u o NOTE: CULTURED STONE VENEER: CORONADO STONE PRODUCTS o Typical Section s t0 W <i� NTS �'e I 11 �R _ —4• MIN. "CORONADO GREY MOUNTAIN LEDGE" H Z J R=77 TI=6.0 - _. 11 AVAILABLE FROM: SEPULVEDA BUILDING MATERIALS z °`=m Cervantes Place - �. I I (i r (714) 582 7500 OR (619) 328 3614 0aD _ = ode 4`X14 RET. C45T IfK7P13t3ARS®IZ''EA.WY r - -- - ' � H _ _ - - _ _ PtPE AL.HAMBRA A-4�0. � —CONCRETE FOOTING J=Z , Z 0 LZ < 10 3 F o o Z y OR EQUAL t2 TYP. .t2TYP 4"StOEWAL K PER STfl.3FH JI �.- 6'-6• R/W R/W I F—�� r �T� if; NOTE: CULTURED STONE VENEER: CORONADO STONE PRODUCTS R/W `I -I• "CORONADO GREY MOUNTAIN LEDGE" CITY 1 "�, I• i - AVAILABLE FROM: SEPULVEDA BUILDING MATERIALS DESCRIPTION OF REVISION DATE APPR. W o 60' ' ' 714 582-7500 OR 619 328-3614 om 12 10 ( ) ( ) __ _ _ _ Y O y 2 12 il S 30' 18 ' 18' 30 12 ' ISZ ANDLK 2 4'-4" Sq. Menuamental,Pilaster CITY OF RANCHO CUCAMONGA moN=o` 12" 4, 8 I 8 4' 12" , ' TREE • N.T.S. y= � 3• 2 0.20' 1 X 8.5 5 ESMT. SIDEWALK CONDITION oar U= ¢¢ W 1 I 28 2$ I �3 5TD. 303 104 =zW�o OFILE) Detail Sheet 3:1 6 e, r r 4�j BROOK MZ- AST' A o ¢ ,oJmW - Ifs I 4 a 31. F ELD INL.E-T BOX Or • _ I MAX 4 x 14 CAST N 1 of K (2)�4 enRs 2 " f a dads JW , _ N — 2% 3.1 PIPE =N F ER CONSTRUCTION NOTES: Street Improvement Plans = coas¢co'W f� _ P czoW _ 3 ROUGH GRADE 3 3:1 --• T'� t ��, O1 4"A.C. OVER 4" A.B. PER TYPICAL SECTION �o o= CD a F i 9 d I I - 4'x 14'C.I F'1F'E-� �OL GJJr�N _ 1 O2 3' A.C. OVER 4" A.B. PER TYPICAL SECTION Q q� Tract 14380 Typical Paseo Section -----� Ih a y y=o=N o¢ •+�--. . 3 8" CURB AND GUTTER PER STD. DWG. NO.-2A3- 104 At -b f _ SECTION 'A-A' - �' ROBERT P.KIN Z APPROVED BY DATE �- W LLLa¢o; 60 R w o , in 9 4" PCC SIDEWALK PER STD. DWG. NOS.2•>•?�r3't-t 101 o Q A r` 0 3 CITY ENGINEER ��x�L'i( ��1�(� 60 Right-of-Wa O � � R.C.E. 24953 N=� y T N a F �r_ o Cambria Drive Typical Section NORTHS/0EOFCAMBRMDR. PROF1l-E 10 CURVILINEAR SIDEWALK PER STD. DWG. N0.39+- 114 � _= S NTS CURB CONDITION DESIGN = - RECOMMENDED U U�¢O Carmello Court 17 8" CURB ONLY PER STD. DWG. NO.-@@ - 104 (AI-S) Gi 'fS -__ ``_s - [, :+�`t f 1 *r o "_�_� West Overlook Drive R=77 TI=5.0 EA$T5/DE OFiVESTOVERLOOK AR. TO BE BUILT ACCORDING TO IMPROVEMENT o p(PIRES RJS — __ _ — _ _ W 30=J PLANS (FOR INFORMATION ONLY) 18 UNDER SIDEWALK DRAIN PER DETAIL C �STD. W-1 IS I0-t"f'` CIVIL — - - - — = consultants, inc. [•4'' (� 1� ' " ¢_ _`" Sol/rH SIDE Of NORrg OVERZ00KRR, �� DRAWN 1355 E. Cooley Drive•Colton, California 92324 a N=f North Overlook Drive y S H E E i ¢_< Socorro Drive Detall C 18 OF CA = � N�3zy 22 8"A.C. DiKE PER STD• DI~IG. IJO. ID4CD1-�) R (714) 825-2127 ^7 NP O 27 TUBULAR STEEL GATE (W=16') PER DETAIL THIS SHEET ML-LM-SAS 2 OF L llltw San Pablo Court Under Sidewalk Drain Wa S ~ Camarrio Court N.T.S. 28 REMOVE EXISTING A.C. PAVEMENT CHECKED R.C.E. N0. C041341 DRAWING NO. � J��zo rA Inc ii;� ELY DATE /1 /S1lo FILE NO. 143 Traci r�� of e Sheet ' DRAWING NO. q -9 7.1- ZE- i 2- CONTROL NO. 51 311 OVERLAY NO. 159 1,I1' 1:' Bl DATE 1, _ -_ DALE IBY DATE Release Date CURB RETURN BENCHMARK NO. 148-B 7 G/ 90 L=41,44' STANDARD BRASS DISK IN THE NW CORNER OF A C $' H 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE ETG> T CULVERT AT THE NE CORNER OF HIGHLAND AVE. IN 0.4$ d TAVE., FEET NORTH OF THEC/L 44► >(C ; v � < � � 1 ZOl7, � 1 IGBA OF HIGHLAND AND 24' EAST HE / OF I dRA E AND ETIWANDA A }s � 1pVI=24.97 ' �" PVI=17 .16' ETIWANDA. OF T C/L CID .4 100 b+ u o ELEVATION 1432.612 N u a ° PJTUII N a i *. • • � B R CO rr E}� d o GUO in u :L=3 9.7 8 ' , -' i En CIA + Q 'r E� �' ( Y► to EX 3'1�INd Uim III dURA L't v t �; ov . to + , LlCAt, LEPES I ip Ott ao • a �+ a a a. i , I , •••E r* 40 - �� • e-1 O i� �T..TT T -. , M fy1 . i�o i� in 1� + r c. © r n I 1 . + v 0% � � ,e ' 10�3 017� _ E1+ iE b+Dry �3+10 4 8.Ij 6 ;FL i �t '4 ra +• in %o °D °9 : �.E r+ q, .; 1D:v 7:2 8* I w 6-.6E#4 3+18.54 18 63 FL 7b6 )<.1 + LOCAL >�EPItES'SI 9/ - )#ICI$TIFG �,ROUNU 9+51.ifi4 116433 'FL: '�� .� aE CURB YET 2122/R3 > 213*wtticAL : cr: �.I+S. �0p'' YIC , �. VI«1 .9fi' ro' . --�•�+�-6t4 15.b6 �'L > , > , < , -0. V :V 45 FL 50�1 � �+i7 60 14 .a G >I L9FT LOCAL DEPRES N _ 7 '�. FINISH 2 © o RAD S O Bt I + 9+ii .60 14.60 FL u � p a I ri o Z �j _7 asp 1� � c e 3,U �� � 10`�` c , + N p .r ra � �' `P oD C] n 1 + • ' � Q � to � an O O h Ep I i , Eh �O xu _......_ i __• + _..... .�'1i 'KI w, O p ED. _Ww,_ ' r+ - ,. _ _._ .mom.. •—.,. a -.. ._.�. _ > O � �*L7 L_.,..,,c _• _ to-. P d ,� O O r 1 CT O + "p + 4D p : ��}11 5� It1�' skis rl�t� c#RovxD a 0/L t _n �a V1 _ , S , • 45, IVENTICA i I FINISH RADR 1 F H G Cf 6 4 i L�43.39' -3 L10 \ © 471 * I in in fc r--t _.. . ae . 1 Q 7.. 00 i 4 —4in ! � M '► � � 3v I 2 811 f , _ ZDT tTIrAL "S -�. FI�FISIi GRAnF _. - •Z4 / u 5IS 9 �. v i.r 8.i 4 t \ — —.. $xxsTxt�G o.sot \ g T� RIGHT' 1 3 �, ! -� r : � �� I�CI4L �EPRR$!^IbN � .• I CiA►l..E• \\ •of r HORIZ A, 40 {{ ; > 04 kX19Tt1TG' Olt. # MB RTI ` — 1---- a . I VEAT. 1" 4' 0 { f ` - • a ,4 r E f1E p 1 2 3 4 5 6 7 8 9' Centerline Curve Data 19 6 ' 8 1 16 ' •� r+ I10. RADIUS DELTA LENGTH TANGENT ' 19 -� See Sheet No. 4 See Sheet No. 5 a See Sheet No. 6 3s 45 .00' 84'25 ' 02" 66 . 30' 40 .82' u 10, SIDEWALK, STREET TREE, AND Cervantes Place PUBLIC UTILITY EASEMENT N 5, WIDE PUBLIC UTILITY EASEMENT U 104 500 .00, 10'28 ' 30" 91 . 41' 45 .83 ' West Overlook Drive 8 Carmeffo Court r * 0 18.16 TC 18.16 TC �oT r ov a 11 13 I I I u 14 �. , V > �11 5' WIDE PUBLIC UTILITY EASEMENT ^ /S ; kn M f 9+69• 19 MATCHLIN$ 3 + L� qr N o 8 CoD 3� � - arII 6' STREET TREE EASEMENT %o - 5� 23.8s' EC�- B RT a 11 _z,00 ' u i° '^ a H a I I Q wj + to I 13 Curve Data 01 35 t� � 3 ac 011 s, ,, a � : 0 7 1 � . a A v 8 c 8 8 + w 3 a in 57 8 9+31 .60 C/L 5v CB#10 Y u © 3p 1337 "+ .r • a I I `��. 1 g 56 8 19 E ��� 8 !I0. RADIUS DELTA LENGTH TANGENT u o + 38 0 II 55 8 W=28 V=5 .47 o z �� M 7YP. v �+ .E: 1a 11 + 8 ^ I .a G �'-s 20 27 .00, 84'25 ' 02" 39 . 78' 24 . 49' 0 o m V 13+39.32 ECR 13 Y u 23 b N + "' I I i r 13 ,� 1 t 9+11 .60 BCR 1 9 23 27 .00' 87'55 '47" 41. 44' 26 . 04' oN z 3 � �., I N 54 0 Z N 6 I 25 27 .00' 90.00,001, 42 . 41' 27 . 00' W �W H r x ry N V. I ` Nb u 1 . E " ' 66, _ v o, 27 27 .00 92 04 13 43 . 39 27 . 99 3 o I -` h 12 0+45.00 `� E" N 29 27 .00' 92'33'O1" 43 .61' 28 . 23 ' - - f a Tool' 9CR ae En 2 K Il ^ n a. b 3 N V i _ S h h. , . E. f G = �ZW I 23 - Z SwSa a ~ 0 y 1-- - - . -v� - oo' 3 S �- M � � 3 47 58 00 104 OS 19 105 37 74 36 < N W - --. P ---N ._• +45. E � 23 TyP. h ' � 7�- _ -� _ _ , - �- ` Q 65 102 00' 10'00' 00" 17 80' 33 . 39, EU rx w z 0+00 .00 C/L CAMBRIA .. 28.88 I _..__ -----_�_.- - P - --- ' R --- - P • " of W o a I- _ 5 _ P s , _ - - - - OWN 105 5102 /8 . 00' 10'28' 30" 94 . 70' 47 . 48 ' W o= -12+96 . 06 C/L CERVANT 1 --- - — 1 P P dO1S 2 ► 5�p7 - P - - --- -- - _ - "�` r` c b 4 78• Q V F 3 - P L-65 . 0 _ __ -!77 - IN 2 ii,n 50' --J-j_ 27•47 N78°55 '4 - -- - - - I �\ P P - - - - -y- PROP \ �. 2 = a w - ` 36 - -PR - _ _ _ - - - - - - - 9----�_ OP SEWER 2 _ �._ G So __ Y - I 54 ' - QP SEWER 3 TC - ' r u ° o I `' _n _ - - -_ 2 ~ - - - - _ _ - - - _ - - 59 ' PR - - - - _ a tik \ ,Q TRANSITION EDG SECO EMERGENCY ACCESS FROM Uj p WmJa P - + , b - - - - 89°24 ' 10"W CURB AND T � - -_ _ nWi z �`g I1 z -- - �: • _� ;, - _ _ _ — ,1� 24 . 76 e� 4 N _. - - - - - -_ - - P \.o RMELOLO CT. E EC OF TO PROPER E OF L of Z ==m I P 3 _ \ \,po GUTTER BEGINH SID A J � FC 0 w O SE_ E, _ 42+49 . 26 8C �G.io ._- - v r - �_♦ - - - n P --- - 19 " -' Q2j! 7.Z 4 \\ \'a �" 3 = W Er a l a q -- �3 - - -. $, - L Yp n �1 6 \S t'�. Z W=Z I a ,� 0 ` y 70 � _ - --'�- - l: - - P :n�'� 23 {ter, -, rf 3 V,PROP STORM DRAIN < m t I O I r I a X 79.3 2' �4 -- — 0 0 1YP N p 2/ 2 z Z O_ -,��, a a , b 0 - , „ �� • _fir 7 .a r \ OCATE D.A. PER DR 99-03 AND LLA 449, > > dNz"' la �„ I I 34 5 a u iz �64.323 N n'L` 6s��- Zs•6e 52 a9 9, 3, 3' S u 13 23 451 456 1!�'�'fLIZ 31 g ` N a �► © �� TERIM SECONDARY ACCESS FOR DR 98- 11 N w a I a 1 1 1 /a" 33 3 32 4 3 e 0 U 0 26 0 3 24 , d o a Ix a 3 i a 30 `� " �2 ti 3 28 � � Y27 �� �, 3' 3 d � �'�` jL��1T I I W M �, ^ C4 C 11 1 O 13 8 777 o P W 1� 3 ,� © o [-4 l� N DESCRIPTION OF REVISION DATE APPR. mWo=y a Q QEESSO4 zn e oomz-= oW=�2 E CONSTRUCTION NOTES: 5' WID 3 8 �° -�` � 3 U3 3 Ln s ,3 8 ° � 8 a°° CITY O� RANCHO CUCAMONGA H�;E Z E PUBLIC UTILITY EASEMENT c�Q` a a �, 13 aD u + 8 B>=a m n L' STREET TREE ERsE�tENr c j V �y, r• H o DAMES KAVIANI L, U oT UTILITY EASEMENT W>s 2 3" A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) T c + 5 WIDE PUBLIC 18 Plan and Profile o o!a! for J—W 3 8" CURB AND GUTTER PER STD. DWG. NO.-291}- 10 4- A2-b NO 29329 � E71 o y in � �<wu J 0. 6O �+ RAMP PER STD. DWG. NO. ► 7- CIVIL * ` "' M asn�<W� OFE _ Cambria Drive _t d= 7 LOCAL DEPRESSION PER STD. DWG. NO.+t - 3b-7 CASE b o 2 ROFESS p , _ Cambria Drive , �� N E Tract 14380 y W W 8 DRIVE APPROACH PER STD. DWG. N0.2A5- 10 j-A -- 'y i = 40 �A�tES KAVIANI �� N==y=% STREET TREE TAE3LE - T _ h Y yob_ 9 4 PCC SIDEWALK PER STD. DWG. NOS. B-8r°�f IOFA 4 105 ROBERT P. KI stole leer PISTACIA CHINENSIS w APPROVED BY % DATE 1 _ O 15 GAL. AT 30' O.C. PER STD S(W 1510 NOTE W W =„W 11 STREET NAME SIGN PER �Tv• pNf�. Fbs. 4ot-A 40l-6. * �'X'� �/y9 1 CITY ENGINEER R.C.E. 24953 AND INSTALLATION NOTES ON SHEET 1 WITH DR 98-II SEC EMERGENCY A SS WILL BE NSTRUCTEO TO h 7/3 S C Q z= SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) J'l �. EXPIRES� I'1s WILSON AVE. A 20' WIDE S N CA A DRIVE B CERVANTES PLACE WILL BE DESIGN =_ _ RECOMMENDED l. GRADED, COMPACTED, AND AGGRE SE INSTALLED TO WITHSTAND 70,000 R,JS o H=d o=d 13 STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER O SOPHORA JAPONICA (PASEO TREE) 15 GAL AT 30 O.C. f Of CIVIL C_A0 'rJ' = \ POUNDS GROSS VEHICLE WEIG N ALL W R CONDITIONS PER SOILS _ = _ = consultants, Inc. :t. °4 W¢_;�_� PER STD.•69-1� AND INSTALLATOIN NOTES ON SHEET 1 ---� - W UNDER SIDEWALK DRAIN PER DETAIL (SEE SHEET 2), STO. DelE,r. rJo. 10-1-A UERCUS 5ID ILEX' 9"OF CA'�F4�� ENGINEERS RECCOMENDAT�S, TO THE SATISFA OF THE RANCHO DRAWN 1355 E. Cooley Drive.Colfon, California 92324 SHEE1 < =f= odo cz3� _ z S y=;=y 3 0 , 15 GAL. AT 40' O.C. PER STD.-bet '310 e o 19 CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) AND INSTALLATION NOTES ON SHEET 1 CUCAM I DI 14 e25-2,27 t _ W _ � 0 ® ML-LM-SAS = W=W Z � 3 of 27 STREET TREE PER STREET TREE TABLE (SEE SHEET 1) CHECKEDR.C.E. N0. C041341 DRAWING NO. "`J S U T ELY DATE 7 6Ife FILE NO. Treet Sheet of _ J • DRAWING NO. { CONTROL NO. 610 4I?_ OVERLAY NO. 160 I Z I 8, DATE Ir DATE By DATE Release Date CURB RETURN I BENCHMARK N 4 L=4 � CURB �T � a 4 .0� ,a RETURN L=7 0 . 0 G'H 4. � £3-B t � w t PCIIR 40 � � s � � L L�40..7 POR 50' V Pti�=!5.5?�; : _ AND R{3 BRASS OtBK IN THE Nw C R OF let 0 c m o PVI=S8.47C J =40 38 ' ./ •' ` EXT ¢')RO�JND ! g BY '!FOOT DROP IN BOX FOR DRAINA Pv 451 13 En VARY HEIGHT G LT CURB , i 4d., VC q t fULVE AT THE NE CORNER OF NIGH D AVE. 1. To I'sAINTAINEO.4! -- - FL GRADE .• 66 FEET NORTH OF HE o lv s l .00 Tr .. - NQ WANOI4 A E � °i� ✓ F H LAND AND 24 EAST OF THE GIL F m '" >� C/L iO _ d v+ *,r Veil ,.� tWA DA. 1 �* t , +r�'i SEE LEFT FOR BENCHMARK ' n /s1�0 C E , TrO = wf o 0. 1 i0� ;• N 1 .8 2 .r t* +� � d � i0► Eil � Go �3 �f I > ,n r D ItAL- POINTS _ P4 N++ a� �E � T ,. . ata - 52.6� -R j I 44 0+ + rl o £41t'I' o ,•► p, �O o Niii �• 1�' ,m �r t+r t ko N a P'v I G ar o E�� + o EXISTING GROUND 9 CURB T oQD 7 Q TV 1=2$ .5.7 r!' r t�, v * , + i r+ v o ^ +.. �' a. �' + Z�` a,D1 10 h i lOf1' C d 'l � �, 9 � '"i o 14 � H � �� 4 � * �� � 0.60 r!' o t ! ''+ V I_3 9 1n tY :} ..{ IiyIRiE•L e1r @ �o + ,v w r+ v r4 ,� 1 ao a h,r S 5 # TC LXFT + r1 [ st + 4 .� i e + 1d H d I 0 >KT i ___ _ . . 1'C LT , N - r^ <. �� pvI=36 .97 . s!.�>s -s a sY� �^ ,T t - ,r.- r -- - YC a N t 20 _0 a PVT=45 .14 O _ .40O iD d }� O M 6 7in Ima = , Ian n , , 40. o t 9 3 V = o To 2/ - 5 'n t r+ P 4 � r►!• Y o f .- + M to 3 N i En � rf ST7xq mu" P may/•• � �O EA � �+ j d�►IS y : f ►� -t. PVt=2 .3l7 .. '^ r` ak 6�. »�+ Enct -►7 j +0 1 a {.� t> N N II3PN'1�2G'.�4L #611PT5 feel I !0' N �. M En _ . !� � V d > ,y. O04 > eft NTl3R , �, , AEt e+r d 33 + U w O • y Q , y1 ti d M O o� : �, t ,,} O,I y h �► © E} .6 71s t 1 b P .. ,._ , +ct t 1, O a v� .'#1 q• .r i4 .+ 3XIST1413 BRC�NI1 ! C/I�, o «+ o dog�.i�v to `'' ' M 1` , o+ ! .�- o .. . .. +PE 1- 00 j .r-• r,,vim. LID i �o `c N �+ o PUINI'3 64 �II �+ �� + H ao g 18� , + + ►3 + �+ S0a to o yr I w i o 0 so � X / � ,,, t► ' ^ +PVi<=1r1.3i5 b '+ c�?i /r .r'E - «- P. �' o s TD&T'C!A �' - r-. POR �50' V �3�* ,/�" , I g>i V I 5 ' V;-!I!7 .a 2 / i, 47 �l�- °' h . 4 00+ , w �` > o Y T + . i 4 > 'r >< t u: VXRY CORB HEIGII& S 3 p + o <yE� all PV =4313 'f'tJ A1JIINTAIN 8.4% 5g 1 M; ffi2AAP. pp © h/ r f v+i � I3.t10! oIn if,' N, A �; ,..+ r, M4%4 ` d ¢ tin• `` r f r-00 - - ++T .A UOD V' ef' M r-+ :10 E . 1% �' Xy r u m t ST# GIADII� a a i a, .I<j,r•�-..E*'r'."�t i , , , f Fltrr 3 k ote 0 1b o I . v ,� o 0 0 +-+ ry n o ,p ID v pt! ,^'o 0 9 ()+0 , , t 1 p in O 4 O O ma t>O m + : N c t r G 67$ I XI`ST1`N # Ct�RB R ©. i f o I t p�� En 8 G GRbUN� T rah'+ �?� ;n . rt a d o � o n M d � } ' > o 'N O-t w o � : F O d O d' �+ !� } + d [� r1' ,p V M e•1 c V PVI=�7 . 97 U ^� �+ '- , d . rY / R + .-1 / d ♦ d } �C r� o+ r+ r o a ✓ '2 g 7 j o 4; 56"6 «1, I 20 : __ B R7,., H , t 7 �� tXI(STITG `GR UN� CER _ ' 2t}91 yE � •a TOR 1 o VG + YVI-3¢ . 97 P a -0 fn DI ! t PVI= 4.' 5 0 o 0 0 `'E of vo► w #a31DYNTI AL a ba o ' r4 o 4n °� o m `' + °0 7 4 I N 6 _ + : t, c MTIC%L Pfl2 �►+ ! p v +� - GRA1bE ! p I(;*T . : TIT �, , + 0 b7� 4 I _ f :.. YEF�T. 1 4hilry or + } : TRF - A$EM�'N 1 � , a t , , : oel10 11 12 13 8 14 In $ !40 8 15 16 5 ' WIDE PUBLIC 1 6 ' STREET TREE 18 19 u H 20 Q 21 See Sheet No. 7 5' WIDE PUBLIC I 13 _ Q 8 UTILITY EASEMENT 8 EASEMENT Z Q 8 N 4�7 .28% n Pat�lp Court UTILITY EASEMENT 1 8 ,� I$ J w 18 0 rth Overlook Drfvet W ,� 8 ,3 1 6 STREET TREE ® a g „ a 4 ^ r, t �+ o n % P 3 I ti �t 3 See Sheet No. 8 R,� r EASEMENT ,��►+ 'a + 3 '~ 4 n +�'1 n Oi u ,t '1r �► ut t 0 8 y .0 7.i J + .� Q 9 23 760 Z h v r O 6 G s .r + N q Z 0 \ v * + 75 I 0 77 h a ; 78 h '' ^ 3 w J!a') a < a „ v .-� 4 b �5 / 73 Z M h, 3 G 9 r H 79 80 + C� �o Y 13 � D (,3,�9 + - 3 � � �, � \ � + •� Z . 3 cr+r1 / i� � 18 x� ,�• ,� \ \ et ,h _ �341 >� 16+85 .49 BCR .-+ . o• + by,93 _ G c 4T-14 L=24.89'� o ra/ 16+92.86 ECR '=` . - -- c N I L= O =22 .44+ 13 .a 5 - S WIDE PUBLIC UTILITY EASEMENT 1 t •o N/c acct=_ss r!! � � 3 =1Z .q3 - �--�'-_ _ - ',� 3 �' � - - - -- _ __i I � 1 y ~'� t c ••s� \ao �RANP EASEME►lTC4 6e'' c y� s-- r 14 5 -�- �- NS 4 _ _ _ I 1 •! e \ 5 A 6 QQ.ice _ '^ �\ \p., � �R9• � � � g 0'L G �6 1 O 6 +� 5' WIDE PUBLIC o• 0 g0 �0a wATgR 13 - - - '� o z UTILITY EASEMENT 6 4 :7.ti ys A S 4� - PR-DR uS.�$ ROY wA l 0 '02 ' " 4 18 �� I T I�' < 1 •op,, F 0 W w A o Oh c YROY i --� _ c e� I AA_ 'SG 2 s3 6 74 +08 PROP-ti 1 c r + - zNm= 59 �(\ O � 2 3 _ I =14.88 ' 72 . 41 ' ' �C �j6 Ei�'Efi Q9 6'I• � '1 �sl kip Nl _ "= 6' STREET TREE E4G 0'�G - - -- Q �� 0 y �N0 EASEMENT \ � 12 c �'g 8g' 9 U �- ^ � 24_ L=3 C r I 51• tiG w9 o f 3 b1 . G c s 8 1 p z " a 23 17+g 3 o S W N/c Ar��6S �° ' _ Q - w a /�. tiG G N i 17 Q. ^' t2AMP EASEMENT- a$' 23 Z O v 0. 91 ' a. n : fQ k ' hrP) U ECR 4 is W o Z �G4 �1, K ti 15 u; +�+ 1► h '� h W U ,,, 13 - , 1 351 7 3 t � �0W 2 10t3i 65 s - ti . x r' at _ 17+7 til• 3l, g7 4 �8 , / y, , eew r +o , v, �S a 23 . 1 8. 17 CR w ---1'�44 `� ' �/ m + 3 41 3 + 'a in I Z i i we > 8 W C)x c ti` ,�9 ) O N vfl vS '3• 6 t$ 1. t t < =;m GA�� 12 i, �y g 4 v u W o= 58 'y �4) /^• '� �� R 8 I ` v „ a� r: ',� a , 0 40 15 14 3 + � 8 � „ I • ti ti 3 V0 a �• 3 3 16 Q 12 '� 8 c`�� o I o �E; w_ 7 N z W 4 / /, '!B • b. N! 7� + 5' WIDE PUBLIC UTI ITY EASEMENT > N I'"Lz ^+ p 3on e oc Z °c=m c 5 // yy �• a �.� „ = e 17 ,3 11 pow K + 6 ~ F W W o / v O �o `rr 3 1 •- y' 8 I o d* 10y °+' U 13 Q RE LATE DRIVE APPROACH PER DR 99-0 IUD LLA 44S / 4 t Z m // 1� //44 p `tom 5' WIDE PUBL C 18 S.00' U N. w REL. CATE DRIVE APPROACHES AND STREE TREES t- =� ^� A PER DR 98-II & LLA 429 431 -5 Z G v / / o 23 UTILITY EASEM T 8 © U S MID UBLIC UTILITY EAS > > s a H u' See= V / ice, ` - O ft1 < W WIr C ` �+ y'►s ' $� ��yn O n N V 4 6' STRE TREE EASEMENT RELOCATE DRIVE APPROACHES,TREE AND ADD u == 3 4 b y �1 - 19 + r Q UNDEnIDEWALK DRAINS PER DR 96-27 & L.L.A. 418,419 �� •y SCE aD = 13 `��� i *r Z � t2 + l��$� CI Y , e ___ _ •,, DESCRIPTION OF REVISION DATE »tOy �.� O `,Y• ��� 5' WIDE PUBLIC UTILITY EASEMENT ( - � �AMESKAViANi 1t CITY OF RANCHO CUCAMONGA - 2 6' STREET TREE EASEMENT <<,Q� E� -ass;o y= ` Curve Date: s �V '�•° °� g JAMES KAVIAln _ �Ic �-";32 s Plan and Profile W >O r o W Wo �d E TR N TION"� T- 2 I1O, RADIUS DELTA LENGTH TANGENT ��+ CIVIL for Z r`Io REMOVE EXIST. UNDERSIDEWALK DRAIN AND REPLACE Centerline Curve Data: �R J J W Q� 21 27.00' 85.41' S6" 40. 38' 25 .05 ' WITH CURB AND GUTTER PER STD. DWG. 104 A 2- 8 3Z f \/� Io=a��W� * 'a ���� OFF 4o C rr� llo Court _ 22 27.00' 87'04' 56" 41.04' 25.66' W 24 27.00' 88'15' 17" 41.59' 26.19' NO. RADIUS DELTA LENGTH TANGENT J,f CI IL E == � _�W o== 26 27.00� 91�44�43�� 43 .23� 27 .84� Carmetto Coin 146 830. 00 11 39 06 168 . 79 84. 69 qjF �� WE=��LLYQ 30 27.00 95 03 44 44.80 29.50 147 839. 00' 14.10' 16" 207 . 51' 104. 29' C =H=oz W o% 33 38.00' 211'08'00" 140.03' k, y oW 148 839.00' 30'25 '46" 445. 59' 228 . 18 ' W 1 U p �; E, T CONSTRUCTION NOTES: >F 67 112.00 10 16 58 20. l0 10.oe ti APPROVED BY _ ;,- - DATE . „ 166 1000.00 1 44 43 30. 46 15 . 23 � ROBERT P. KI \ Z, r •• <W=`12 68 112.00 20 51 02 40 .76 20.61 2 3•A.C. OVER 4"A.B. PER TYPICAL SECTION (SEE SHEET 2) r*. r ~N JW 143 812.00 S 08 09 72 .79 36.42 / L=► �y=-�W== CITY ENGINEER R.C.E. R!.-:S N .0041 144 821.00' 40'40'05" 582 . 74' 304.25 ' 3 V CURB AND GUTTER PER STD. DWG. NO.-BI 104 A2-16 11 STREET NAME SIGN PER s1'D. cw�. aos. 4ol-A > 401-6 DESIGN __ �^ RECOMMENDED SEA=>==�W E _ _ - f `- STREET TREE TABLE O W _ W 150 848.00 5 08 09 76. 01 38.03 EXPIRES �1'�S RJS _ - Ts. y=o - 151 857 .00' 11.15' 12" 168.32' 64.43' 4 SPANDREL AND CROSS GUTTER PER STD. DWG. NO. Age- 106-A t® SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) _ = s consultants, inc. � ��o;:=2 00ERCOS LEX 152 857 .00' 27.30'41" 411.50' 209.80' CIVIL / DRAWN , t � � � � �� � � O SPECIAL CROSS GUTTER PER STD. DWG. NO.-9A9-IO(o-b � STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED 8Y DEVELOPER �, , ��• D t3aa E. Cooley D tvs.Cotton, Catt orate 92324 SHEE.7 O 15 GAL. AT 40 O.C. PER STD -604- `=�sW- 5lb 165 982.00 1 44 43 29.91 14.96 �/ -- �� (714) 825-2127 s vo=_;_ ANC) INSIAL_LATION NOTES ON SHEET i 173 1018.00 ' 1'44'43" 31.01' 15 . 50' U8 N•t•ACCE55 RAMP PER STD. DWG. NO.-048 10¢ 18 UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2),STo . Vwbt- too• 10"1-A OF CAI�40 o 0 0 o ML-LM-SAS 4 OF ?7 DRIVE APPROACH PER STD. DWG. NO.4W for TYPE R-I STREET TREE PER STREET TREE TABLE SEE SHEET 1 R.C.E. NO. C041341 V=U W W WU J�o=o © ( ) CHECKEU D WING NO. y y =S 9 4' PCC SIDEWALK PER STD. DWG. NOS.-8 9�-s'F1- 101-A 4 101P 24 NOT A THROUGH STREET SIGN W-53 ELY DATE 71411flO FILE NO, `Tr€^t Shut k_ of r , DRAWING NO,CONTROL NO. 1201 51.5 OVERLAY NO. 61T 13 INDEX MASTER 'CHECKED APPROVED BY DATE 1 BY DATE B Y 0 A T E POR 2001 VC 790, U In Release Date > FACE tRB::­RE I. . .....CU .................. ...... -B BENCH MARK NO. 148 (p _ ;OL-L - D t............ ...................P IE-4: 0 O'.�,.: V . .........................IRADE, ..........VL .0 ............................ STING 19-1 C, STANDARD BRASS DISK IN THE NW CORNER OF A -9 4- I � ; I'll RG: LT::�............. 4' BY 8' FOOT DROPAN-BOX FOR DRAINAGE .......... . ......:::�::'dUR-E(:::R*,TU*-N:� .............. CULVERT AT THE NE CORNER OF HIGHLAND AVE. E-1 m t �f4 8..FA- AND ETIWANDA AVE., 66 FEET NORTH OF THE C/L R U. ............. ................ ..............ItIOF HIGHLAND AND 24' EAST OF THE C/L OF >w E-4 tn IWANDA. I. .................. ........EA tn.�.......... ............... 1432.612...... ................... 000' EVATION .......... '':............ lt ....................... im,c) ...........t i r-4 IN . .............U ...... ...........C ................ ......... i............ ...... .... IIEH................. ......1:­:::�:=........... M, M.t;TL N.000 E-4 ........k0or ...... . ...........n ...................... ..... . .............I 00'..............ttI .......... + ........... 101,30111 ? ......C>. ::fPV 67 i ............ ....... .........................II#:. .. ............. ........ ....... ............t00 -4 t.... ...... 0 Ik t...... .... . ........... ..................... ...... ...... ............4 ....................... ts:: t_------- ....... ................... ------I. ......... I.......... ... .... ........I.......... ..........P-1................... ..........-4 > tDE ICAL.......... :U ...... ­ �::: :::w-4......................- i...........4.........i ...................... .. ....... r............. In iI........... 7:7 tC14 (n ........................ ............ ............................7o- !7 t..........+1111--.1............. ............. .......... ......... .........UK NrYT. -[PTS .................... II .................... ....... .......... . ................... ........5 07�::.��:�:� ....................... Iior.......... ............... ................. ..... r-4- .........0 . ...................--------�:v........... -4- i , I'' . , �Iof-L t.......... ............................... .............. ............. II�FTS.......... ........................... ............ 4DI ........... t.......... :1DEIN.....................A- t.......... .......... ................ .... . ........'TUILN T C+ A t L 4::' ........... .......... .............iA*.......... .................. ... o,IV�. ............. ............ Cr x........... ................C;.... ........ ............,*........... ........I .......... + ............7, ...........I ...........I........._t 11�i.......... ­­ ::. ; " : I I I i I--- ­­­ ?" II . ...................... 1,................ ..........Ia) ................G4G.R( U- N.t W_ ..........I" ....................... ......... ........ .......... ... .......... ......... ... ........................ ...... _C I .......... E�..........In ... ........................... 4.......... ............ ...............................�,tn- -I.............. ..................... .................... .................... 9W ......---- ­-­­ .............4 . .......... .................. .......... I ........... ...... ..... ........ .................... + ................................. I6 17 18 19 Contorline Curve Data.- 14 15 10 3 RADIUS DELTA LENGTH Ct 13527 A i9 Tra 47 .02' 23.53' 19*41' 17" 76.35' Z A(Future) 13 Tract 1 438 '4' 1.5 co:)19 I4 814 60.62' Cn-7 L A Mo. 1,936-4) U 1.2 cc * 14, 0 U'l U U )01-AA15 (DYV6. E-4 .7 12 In z U Data: va urve t No 1 0 U S e w tr W 0 OF,,ee n t; U U 1-h Cn 0 13 4;x Ig 7-00 U Ill RADIUS TANGENT 0 NO. DELTA LENGTH 160 �^ m 0 A"'DkS H E D S T T 13 0 + In 00 U 8 it C*4 k� ZA + L ESS -Hlr, ACCF-SS In w 0 U M V + 19 27.00' 36.38' 21.56' TR SH L BE r- (D ON ;> 5 8 14t -1 u U IZA010 EASVAEN En M P AN + 11% 0 0 L% 23 27.00' 41.44' 26.04' %0 + ko en co - I - (V M N VP II-3 + 0 - REM F N q F1, (Future) %D 1w CD dr.A 25 27.00' 42.41' 27.00' w en I v-4 IN so + %O 71 ORAR 0 27 27.00' 43.39' 27.99' Co 0 z AW a Ln Iq Carmel Kno W W % + r IS :3: 83 M aj D 10 VA No 1 28 27.00' 43.42' 28.03' W V1 1 16+ 14 SIN 0 ++ (A t-4 0 of % w 20 F 31 35.00' 54.98' 35.00' UJI V0 9 L 5 83 ECR T__ I r- _p. L" Tle& 23 Or 188:.30 95.77' :g m 0 mr 61.50' < IZA 9 Tpxr (n =w w v-3=-z III I lk� 138 803.00' 59.00' z :5 0:5<x 0- UJ 0_a. 0 149 84 .00 124.25 62. w I-ww 0:: 7 Q.0 e. (31)'UJI w -Ep cu --I I? N 11 C 10Z 0 12 �*Z- 5 PROFViA�_E'_­' 0 R_6< 14 �0 z Z =(A w 7 Fx LU CO P 01UN-P& 16 01 4�< %.1 PRO X CL WZ0 515 w 0<w PR 93 L-7 U Jx U_ 6P SEWER-Q. %J 0 *91, 3 i 6 Lm 1% 23 944 CC _J=0. in-UJI tj:z<�! I I \E/- q C N E _j w%.A X Co ;W4 p m 0.-_Uj HI =116 81 ST tip- Ir �& ADD ZAA10SC419E7 FWSE"2FA�7_PER 7-R.1352 7 ?_-0 0 w :5 f- Irf - S w w 11w 0 CONNEIC TO EXISTING z x 0 CP REVISE DRIVEWAY STATIONS PER TR. 14382. �_ u I-E�- � ur - , 0+4-7-.4 1 _B Z 6'6 3 PAVEMENT IN WILSON CR UJ W 0 9 r BCP. & 0 4 0 < I 1-7+47 -5. 14 Cd r-4 1% N__j b RE U In -Z 15.14 Jv LOCATE,, DRIVE , APPROACHES PER DR 99-03 Z U.0 0 0 4 0 I OL 101 C=37 .701 .1 ri 1 &4 3 vo _z0. 0 0 z C4 1 1 1 I AND LLA -449­456 10 7 z 341 , 0 T�o w 001 S U Cn w 0- 2 0 & 6 *0 35 % INTERIM SECONDARY ACCESS PER DR 98 4 45 r4 k; 0� N VI-11 I %0 13> 10 U+ CITY C14 0 I at DESCRIPTION ON JZA P P-ASEMP-14T 1.4 .rn M 11 OD + C14 M m= 23 Le CIO, > U C\ + If 00 0 al In O"ITY OF RANO"HO C CA M 0 NAa "I Z Ve hc;c,,%;t No. 1 13 L V r_4 (.§) . V� JAMES,XA' fAI41+ +12-1 X14 I In tn cc Cambria Drive 17i N 24m3&mFr 3 N q-4 Socorro Drive,,+ + Plan a--%d Profile ITNILSON AVENUE In 0 NO 29329 W-.pw� - r_4 _% 3 otre Sh fter- No. 'a' _4 10% t; I for 13 L"=--A a L" e Shee-L No. 8 . ---j Cj L"m >< C,�,L_j -a C4_j 111 Ck- Ck- __j 18 Z cn ICervantes Place --j ac 2m CONSTRUCTION NOTES,.-C-3 Iac 40 0 40 80 NOT= =C4 2C C­Lm ell Cj ME 1 40' WITH 98-11, SECONDARY Em ENCY ACCESS Tract 14380 I3"A.C. OVER 4"A.B. PER TYPICAL SECTION (SEE SHEET 2) feet IUj scale Cetyamades Plac e" ., WILL BE DNSTRUCTED TO LSON AVE-.: A 20' ROBERT P. KIN 8"CURB AND GUTTER PER STD. DWG. NO.-aOa-104- A2-8 WIDE STRI N CAMBRIA IVE & CERVANTES w LU __j 3:L"Uj PLACE 'WILL OMPACTED AND" *WS KAI 1ANI BY DATE C (-SPECIAL CROSS GUTTER PER STD. DWG. NO.-309- I wo e) r"i TO�fWITHST4ND 52 Cirf EN R C.0 03 STRE&LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER AGGREGATE BAS ALLED-IL GINEE R.C*E. 44953 = cc�_ "If, S VEH. -Ak"�WEIGHT IN ALL C2 :E RAMP PER STD. DWG. NO.-8� I o 9 STREET TREE TABLE 70,000 POUNDS ICLE NO 29329 (0/mf 2C STREET LIGHT 9500 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER EXPIRES DESIGN EN ED WEATHER CO IONS SOILS ENGINEERS .3/1,f/577 * ' - RECOMM V.Z /-7\ LOCAL DEPRESSION PER STD. DWG. NO.-5+f�- 507 CAGf� (D SOPHORA JAPONICA (PASEO TREE), 15 GAL AT 30' O.Ck�,r RECCOME SATISFACTION OF THE CI!L� RJS 4= Cm UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2), oWc,, 00, 107-A, t 2C consultants, Inc.CC 2 3'. =i 101-A PER STD.-GG-1-AND INSTALLATOIN NOTES ON SHEET 1 RANCH UCAMONGA FIRE STRICT DRIVE APPROACH PER STD. DWG. NO.-SE15 5 1 0 nr DRAWN 1355 E. Cooley Drive.,Colton, California 92324 G��-r-f- 'WE CAL'�Cm 4!' PCC SIDEWALK PER STD. DWG. NOS. C A&_Ar%fft2&a r%AS-AMI 101%r%A "mwlm�wi Cc,,= _.j (D CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) AWAIVIU UIVI 15 GAL. AT 40' O.C. PER STD.-6ft 5;to Ch (714) 825-2127 SHEET BARRICADE PER STD. DWG. NO..40+AND TEMP. PAVEMENT PER STD. DWG.Ae6 I S' lz M L-LM-SAS AND INSTALLATION NOTES ON SHEET 1 5 OF 27 STREET NAME SIGN PER-e���� STP. DW ?406 .401-A�$,4 0 STREET TREE PER STREET TREE TABLE (SEE SHEET 1) R.C.E. NO. C041341 Im� ____- DRA NG NO. PAAASTER rHECKED By relea,E t��a- FE SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) 4"SOLID YELLOW LINE FILE NO.(25 DATE 7 ELY-tact Sheet Z3__� of DRAWING NO. 90_- 4 3g- Z P- v- CONTROL NO. 012 3f4 OVERLAY NO. 1512 -SI4, DATE -- By __ DAtf B� _OAT( POR 200' VC E' r PVI-44 .87 ' `^ In o d PVI-44 .87 ' Release Date - r'i IT< 6�00 MC �o '�6 ' 7 E: , " BENCHMARK NO. 148-B pVI=19 28 1 0 o t` r n 7/!i/�o VA#FY t'Ui�B CUIzB RE'PuRtt / v PqR 200 VC �oo c �; v ; STANDARD BRASS DISK IN THE NW CORNER OF A 9 � � �4b : 7N'1`AIt1 0.4t L-42.4i1 "' 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE t ,n ,f ID11 NT'�CAL PTS > n 'n a H to rN1CULVERT AT THE NE CORNER OF HIGHLAND AVE. FL GRAn6 V ` �. v P P 0' VC' 64 In oo �' �o �' ao AND ETIWANDA AVE., 66 FEET NORTH OF THE C/L /0 /S� 90 PVI= 0 . 15 , N I 8 r / IDENTICAL o � U `` vt OF HIGHLAND AND 24' EAST OF THE C/L OF U*jn ' c En� GIs##.6g. fxal o PT:-4 �e ` PO)k 2Q0' VO o N f" +�� .i fn I /4oE° + a4 E•�1 z=S ETIWAi �, g / rt �. �' �' - . 9 ELEVATION = 1432.612 10 , IENT7CAx, / ,.. F .�r o '/ °� �►� *�� r'+ o N. TTs ` 6 6t50;228.$Y }rL B�9 /9/ to �� 1 ' .r PVI-56 67' f^0 .�. 6;+ 23.110 5 OL !t 1 a O$ c + f a j S5 9/ . . . . . ,�. pc> xoo f v� N CJ A o t..a0 u{,. E" o SBI i .� �i pr ,n , JUE4 PUR 200' *CLn o in x, POR. Z • iyC 9 � PVI=5 .6? r1 0 o LOCA1 DEPRHSSION fn o d o O as / v S in o +.� + XM*TTCAL Pt � + . 11"a W; o +8f.45 40.00 TL rODv 10 > /• to ?5.89$ �6 +!o � C40 � In � � If3PN'PICAL 6.Ot)b � � t { 0179 .45 20.06 Fl; O- o /'� PVI=44 17 ' .-, P75 0 `� '° I + o a N fi o � ;a + 14 0+65 45 CfL gBIE}3 / '' ee.. '^ o "; E' o r \ o En �O 5..50!4 0+'45;45 18.4 rn W �� r Ln + r Ao ` I 7 4 0 0$ 2 d 1 B--1C 19 18 F L 4 ,;� ''' f n, '"� ,r i-4 o 3 j I R o o -#'#.87 ' fc' '+ + 11 0+51 .45 18.43 FL . 30 ' :VC trh�t o - ' o y VI •I"' o ai PdR $89 ft£ O V I-19 .0 5 ' /r G o r 0 + �� > I D(EN'T I Cl►L c / t`+ En �. in+ N ' J PTS En tl PVI�56.87i ` CII + [� U t-B QD 1'n 0 ...... _ __ _ a _ fa r� N O -4` 1 ' 6 .7 2% o ,n Er•, 4 T r, " o o POR Z00' VC aQ o 3 /1 EO o ` its f En H 'n Q f N ` /�_�l N ' - -4. eA , IG 1YL'iNTfCAL - p p / /V .--VV• O� + `�. of t" c I STM a3ROL po 0 CIL co U o "' c � / 4 J a+R n ." fi \ POR 260' VC p p 1 . • .•1 } rh SrG o 0 0 + 4 r- + f '�' '� / c r m S + �,, / o �+ -'� LOCAL DtPRisst' tt' i p� .5t "' ! IDEtTTICAL y1 O kh PTS O ae A I o > r� % En 1 G c I i y j 1 . . , in +e to �° ►3 co CdFtB 'RE'}'CJKN . 0 o► r 1�. ! E , � >M Ov r1 � 51T - _�......_. OD L=43. 61 ' N a eO o Ey i I.DESTICAL PTS a ,ors +n to ; �' 1I6''INi t1�0UHD S R to # 11n f• m °+° STI GROUND GUR>� R ' I t } S7CI .... Nli t 1 �:+ ajr AL DEPRES ION \ + H } # } i. , . � � •rig, 4 SOALEI f Of. o 4 , _. :_ : III N i 44 wN w j fa fa h .i fn r 0 L' Ln OD � ) 2 3 4 5 6 kn in o + Centerline Curve Data: + + c o 0 o N NO. RADIUS DELTA LENGTH TANGENT 104 500. 00, 10'28 ' 30" 91 . 41 ' 45 .83 ' 119 555 .00, 5.19, 001, 51 . 50 , 25 . 77 ' 13 120 555 .00' 18'47' 56" 182 . 10 ' 91 .87 ' 1 19 8 (� 6' STREET TREE 11 See Sheet No. 8 19 See Sheet No. 3 �, 6► STREET TREE d 8 18 EASEMENT Socorro Drive a Curve Data: Cambria Drive U EASEMENT 8 5• WIDE PUBLIC WIDE PUBLIC UTILITY EASEMENT ,0 1 . °t } O 5' WIDE PUBLIC Ig UTILITY EASEMEN o► j �` O' ^ V ��, NO. RADIUS DELTA LENGTH TANGENT c UIf UTILITY EASEMENT / 11 © V N 42 �j 1n En V � � V) "`� f � '� // 1 " E �I r. 0 38 ti ca `I 41 ft '4 + N v �o V\ �� 21 27. 00 85 41 56 40 . 38 25 .OS N + N ♦ - , is 12 3+69. "� Tr E+ Orj 25 27.00' 90.00,001, 42 .41' 27 .00' W ESL a 4� 3 a �+ e m x E f EE E E m o z •a o _ 3 13 0 `t e 0 CR `► I + N 1`��C ?tCCESS b q Uo f • E EE E E v 29 27.00 92 33 O1 43 .61 28.23 103 482.00 10 28 30 88 .12 44 . 18 m= I o � N _ - RAMia �^gEMENT , ,o N '� q 105 518.00, 10.28' 30" 94.70' 47 .48' V J ,,, I 3+24.S4 ECR T ± I n r`L�T�. Ol B a 0 117 537.00' 24.06' 56" 226.02' 114.71' N =2�' I 25 1 '-� RYP) - , �� 3 .. _ _ - - - - ._:... _ _ �, 6 b 122 573.00' 1'00' 55" 10. 15 ' 5 .08' Z S c S< a' / e �"0 3 e y e fa . . y i d�®!� 3+69.80 123 573.00' 14'29' S2" 144.99' 72.88' i3 d d a � ---___� 2 • _Z-64 .1�!'6T- _ _1 y - ""-- _ - _- _- BCR 178 555 .00' 02'S9' 04" 28 . 91 ' -14 . 46' WR w a. _ _. v B.: a e - = a - - - 12 /��(,t e°t 21 H/G A E !1 E o a L e- y s �,\`�/Y 5 KgMP ESS 179 573.00 02 59 04�� 29 . 85 14 . 93 W = w - _ = _ - e 3 - ►►' `SG 4 - - - - -+ -- ��''`S �* EAgE 180 537 .00 02 59 04 27 . 97 13 . 99 'I _ 7 _ _ s - - - - - k .-_' PROP SEWER 2 -- ` I ME K T Z � z� > 1< � - - q7 57�9' 9 PROP W TER = Z o=c Z mo C L hl OVEKLOO ( N 11° 4 ' - --+ C` '6 E 1 ' U °=i 0+00•00 CAM BRIA S 182 . 14 , 35 50" a w"O :3+69 •54 C/L �� + � _ _ 2 �� 2 J 0. ,- \ s 7 7 LU 14.T T W o r �t 5 -- - - 7Y•7o'� -�-� � = i a S' �a �&5� s 4--�4 .S'¢ s e . - 5 - ry Z y? 8P• 20 4+_ 6T55-BC _L_ S` L �q \ _ y V 1� fir ' O 3 WWI � R( N Ey 13 b a s ,� 3 r Z i = I z I I rn N (TYP) L� M1 to .0 W 0 Zq ik 1]� RELOCATE DRIVE APPROACHES AND UNDERSIDE- 4 a t- w (� f-E I I N s'~i. ^ K 5O \ h) N - 3 < W it 4 �' WALK'DRAINS PER DR 99-03 AND LLA 452 453 454 O-La' u 3 a I I N u o ti ti v N b `+ ° `51 f+ a 3 r� 3 48 � c ` RELOCATE DRIVE APPROACHES AND STREET TREES _54 x 53 .� v 52 N 3 r+ '� F N 2 PER DR 98-II AND LLA 429 43l 1d I I a v " ® © © n DESCRIPTION OF REVISION DATE CITY W o= I I u �o n 3 8 b N .-r ti ,� APPR. ,� 11 , b . �om�aN % i I + > 8 ¢ g © S N N - _ oLL= w 1 LS CITY OF RANCHO CUCAMONGA 0 N + *� y=rF a4 �o a 13 © + 0 - `W`- o in c N 10' SIDEWALK, STREET TREE, AND N + 'o __� � CONSTRUCTION NOTES: + PUBLIC UTILITY EASEMENT 10 SIDEWALK, STREET TREE, AND tO Plan and Profile B�=W�- a PUBLIC UTILITY EASEMENT 19 b >fOf 0 1g ""` O2 3"A.C. OVER 4"A.B. PER TYPICAL SECTION (SEE SHEET 2) oWWSJ=W t '" _ �/ ~`-'J`m" O3 e~CURB AND GUTTER PER STD. DWG. NO.4eS- lOI}• AZ,b Z L��! West Overlock Drive v.. wSOI t d d c W O N.G.ACCE55 RAMP PER STD. DWG. NO.•8tII 10 2 Hook DriveZco-W WStwe _ O O�J t=p W S t¢_ c S= n==N= O7 LOCAL DEPRESSION PER STD. DWG. NO.-II 30-7 CASE b 11CL W=o£= 8 DRIVE APPROACH PER STD. DWG. NO.-OW 101-A r 40 0 10 i0 W W=� Q= _.� ��/`# RpEESSEO N T/'ACt 14�80 = h=o`=NOQ 9 4" PCC SIDEWALK PER STD. DWG. NOS,4-1 t9 ' 10(-A,#r 10>fs �` may` . ` • �� Fy stole - feet APPROVED BY DATE _ S. ¢ = 401-A 401-6 v JAMES KAWANI ca ROBERT P. KIN CITY ENGINEER R.C.E. Z4953 W STREET NAME SIGN PER STR DhJ(�. PCs. N S¢__ -=W== i SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) !� yo cr_ No. 041 DESIGN d -_�_=- 13 STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPERlit STREET TREE TABLE NO 2 =__- RECOMMENDED RJS = W "W _`W �/`1° '� a3 , '+ * EXPIRES��lS consultants, inc. A W¢¢3 0= 1® UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2),610. pbJG°. NO. (0-1-A O SOPHORA JAPONICA (PASEO TREE), 15 GAL AT 30' O.C. CIVIL S=" PER STD. 8@i AND INSTALLATOIN NOTES ON SHEET 1 fl O•.' DRAWN 1355 E. Cooley Drive.COiton, California 9232/ �:V z!a i= 19 CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) r'' �\ �' 11 CIVIL �4' (7 1a) e25-2127 SHEET O ;J � CA0i ML-LM-SAS 6 of 27 a o 0 0 0 20 BARRICADE PER STD. DWG. NO. TEMP. PAVEMENT PER STD. DWG.-495-132 � _" Q O BRACHYCHITON POPULNEUS, 15 GAL. AT 25' O.C. PER STD. /,\ CHECKED R.C.E. N0. C04�34� DRAWING NO. W o W d o=0 2© STREET TREE PER STREET TREE TABLE (SEE SHEET 1) -6A'1 AND INSTALLATION NOTES ON HE 1. �"-JLa o 510 fQ ELY DATE 7 G f") FILE NO. Tract Sheet _ of e-1 . J DRAWING NO. - CONTROL NO. 613 gl OVERLAY NO. 8(3 3 B DAtE Br OAT( 8r 0A7E Release DateDD . -- b - Z2 - gD _ - v _ . P ; 5�, POR 50' VC BENCHMARK NO 148-B 91.93 VC j v PVI=52.�3 7/G/90 PVI 6.12 ? CO VARY -CUIM STANDARD BRASS DISK IN THE NW CORNER OF A =3 �+ 3. y I tbo' Eft ,. • xEI 4' BY 8' FOOT DROP-IN BOX F R DRAINA i PVI;35,0 € PVI=L24 z, w �,; Cm IGTRAD D CULVERT AT THE NE CORNER OF HIGHLAND AVE. / L*17:.Q I I , in AND ETNVANDA AVE., 66 FEET NORTH OF THEC L -+ •-+ + ,�, OF HIGHLAND AND 24' EAST OF THE C/L OF �, pp ,�� ETNVANDA. i f �o: tJ�s "4 r` o i''1� n cp //�l S/q� o * In y,►• to '+ N N + �. > Op i a of oEnELEVATION 1432.612 :M .. � � Eft + EAN ..:', .FA, a ,q 0% B zT •�� 6+N'S 5 ' �VL=_3$-11i1t.. _ -_ r .__ __. _ ISH._ 3 ' I ` ` �' � .- ._ saA>�E_ ISF'tO 1-4 _. 1.44 d i L .57 ' U i !O 'EXf STING' 9F 0130 I� L? / o-� L=4i Q4 • , , l j a o in ' a m b j �' 1 ib0' V M o, En m + O T9 wt ,� ao '� n /� PVI- 0 .67 �`' ( to en U ^o o e�A406 + S aE Eo ��, ++ i! OD t r ID '`TC *OI*TS' _ • . if 4p Eft. in y ♦ 'L • . !a ! $ O c - in � � t � 1 . , GHt31 TRII `C r 'L4 �1• , I • d, v C NT in +'� t � '� ry I "` 36:36' L=•7. 0,: 4 4II1 . _._ PuI;E2fl.44 N "Poo 5 • V� I i T, i�a mo o. EXITS RDM _ VI .52. Gam`4W4 : cl� E , � E { TBNG:G P 27 'VA1tY QURB H i9� u� o c it f @ C/L w} tAt 1'G TO 1 Qo o TAIN t , o'�En ; oG o os ,gyp I a` I h 1rI11GRliDE' :o II It P�/ w+ ,r PEfRa ;+ I 9 T7 ' b t ro �in 7a 5•� pVI37 t 24 EQ, M ,p °D f N N �' th i lin - : oE ry '� p t2• o 3 •t /� r4 } �M ! t + / camin , t ' 4XF9TtXG E;*U!> COD RT * oin , 01 97 + Ec7 ` ,Q� 0 , . NCOD g 1E� E � U If1 of in I i t f ,S$, VC V4 + '^ 7f' S SR GpRD>r TC t 61� X= ' 3 0 - CURB 6.�6 S pV Z9 4 y - 5. I 6 f� D`1Et f @ CURB T i9TI G RO N + 4 t n in q I , o fl i QE f I t } OD" 40 co t «rlot N b ; -4 21 4 C .�.4#87� ! +i 3, ''' SCALE:1 , 6 if EAT' 1' � �4' • 0 1 2 3 4 3 4 5 6 7 Curare Data: U S' WIDE PUBLIC S' WIDE PUBLIC y UTILITY EASEMENT See Sheet No. i UTILITY EASEMENT at bk NO. RADIUS DELTA LENGTH TANGENT 4 S' WIDE PUBLIC Q 8 18 8 18 © 2 �ar'O Court UTILITY EASEMENT In �� ;�� 18 �8 18 27 .00' 70'14 ' 45" 33 . 10 ' 18. 99' '^ Eri ® 8 c� ^ ,J 22 27.00' 87.04' 56" 41.04' 25 .66' 6' STREET TREE E' ♦ r7 � � + �v EASEMENT PC .a `� a �� C � 8 46 58.00' 90.4839" 91.93 ' 58 .83 ' so R 0 � �,� 65 .� ��, � � � � o•V, � � 65 102.00' 10.00, 001, 17 .80' 8. 92' • 8 (� h h 1 . E " E 1 c, 6 8 . 3 a 66� �,,; y'� ' ' 1 E EE E ,�, 2 � 1 � ,� � � U 84 318 .00 42 38 44 236.69 124. 13 ' O e �� - 8 V 175 38.00 204 17 27 135 .49 En -3 63 �1rrl `y 1 + ,o + b 176 112.00' 45.43 ' 52" 89 .39' 47 . 23' °C o"' 1 �( t I`" + + '� v 's '�' 6 ° E 3 00' '65•�'- #b h ^> 4` A^fN 13 67 177 282.00' 28'13'23" 138 .91' 70.89' 00� a1 J a 10+76.39 Go xECR t a 3 L6 fj %� K 1ti W J En N 3 $ N/c• Access �_ "� ��, ��� GIs i s �_- _ - PR_ 9 15' C�rtt rune Curves Data: Q t¢^MP EAST'Mft 14T 1 D -- - -- Op WATER / Z ScS< -� •88 ' `t (� � ti 5' WIDE PUBLIC b 5 R 3 5' pFESS' NO. RADIUS DELTA LENGTH TANGENT a Na W 1 - / v N UTILITY EASEMENT " f5ROP SEWER 2 �� /� ��QR '`�AtQ` - _ --- _ W o d I R 3S 0. "9 TC 3 4 7 Tc �_ �{. ��, I F� 34 45 .00' 70'14' 45" 55 . 17 ' 31 . 65 ' W o= 4 1�. = -- 1 99 CO - q ^�' 7 N50`15 ' „ �D �, ��5 E �S 82 300.00' 49'39' 48" 260 . 04' 138 .82' t� r - -- �R 16C c 38 E 4p ROBERT P. KIN , z i W> �L c OS 9 WAT "� ,�G�'S'�L l;KOWN o p6 C I ,y _ _� g 32. 70 ' � © 1 Ems' _ z c 0+00.00 C/L SAir PABLO 7 16 'S LINE 2 c 1• S _ _ _ _ 1 „t +6 CC a c a No.C 041 V o v c =11+19 .12 CARMFLLO CT FS d N69°38 'S5"i4 A SE ER 2 205 .89 ' 3 36.07 „� ,�b4 '?r \` ��9 q9 62 2'3` � - ,� a L= c S•Z'01C R O�t 1OD 8 O _ �s 8 G S G ma _j J 0. .+Z 22 5 TC -1 t u ti .w o SZ• * EXPIRES W W < g 6 t 8 �5 \� s a r.e \ .,� do s6 F w:iz' 68 ►� _ W F ^ G o a v S CIVIL O W o 5 N ?�, a /��,?IC•><© } 5' WIDE PUBLIC '� v 3 50 7 6 - 23 - N . 35 '- - I G \0F, ;•�� W=16 8 UTILITY EASEMENT W W p 11+61.84 BC yP) t; 17' L=18.39 it t 0 L~� E \ R/c AGcE55 h (► 3 pC > "' _'Z�1 to r' Z N 2 Sf>> QR�E�S RELOCATE DRIVE APPROACHES,ST. LIGHT AND TQEPS F. 0= I� MP EASEMENT O6 U o i�O '� 13 'f� 71 8 23 \ c - ,c�� •2? �� ( 2 PER DR 98-11 AND LLA 429 8i 431 - 5 3 LY•9� � p 1 a ar Lw (S. 1 +Z1.22 EC C Z (�fvj Lc4�4 1 " * � 2'?' h� �� I a 72 1 �1 do 0°' -''s 5� 3 CURB LT t3 It. v dAMES KAVIANI m t 8 8 9 to 2 _ �- W �, DESCRIPTION OF REVISION DATE I ° } N ; •��' 8 NO 29329 0' APPR. m W o z 5 WIDE PUBLIC 3 3l CITY OF RANCHO CUCAMONGA oomz-z , y t C y o=W 24 UTILITY EASEMENT 8 t�TCx LIKE . @ h 63 69 J►f Cl IL \Q 2 qlF >EJ \ EA STREET TREE to MSG Or ,� o��=gym H=_=_gn` a Right Plan and Profile IS.2W -'s S CONSTRUCTION NOTES: for W- �R 3"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) San Palo Court 5' WIDE PUBLIC UTILITY EASEMENT 8" CURB AND GUTTER PER STD. DWG. NO.-"! 104 A2-6 0 0 J `¢= t`4 SPANDREL AND CROSS GUTTER PER STD. DWG. NO.-We- 10(p_A Camarrio Court O o o=U W °C rn?�=ozz VIY¢ = oyoVl¢O 11 140 0 40 e0 Camarrio Courf (� 'vct N.C.ACGEhS RAMP PER STD. DWG. NO.•3t•0 f02 1 = 40 _ San Pablo our - O DRIVE APPROACH PER STD. DWG, NO.-3%- 101-A APPROVED BY DATE stole feet O 4" PCC SIDEWALK PER STD. DWG. NOS.-3*e-&-9++- 101-A, 4 (0 So CITY ENGINEER ����lU.� .� , R.C.E. 2053 W t Wh=U.u+ =6~g oo 11 STREET NAME SIGN PER STO• PW4. µos, 40(•A 401 IS DESIGN = _ RECOMMENDED STREET TREE TABLE == & consultants, inc. a� .6/ 1 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) RJ __o rn dog o DRAWN 1355 E. Cooley Drive-Colton, California 92324 $HEFT W¢¢3 J QUERCUS ILEX 1Q STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER W V• O O 2 z `- __ �W ®� 15 GAL. AT 40' O.C. PER STD.404- 610 (714) 825-2127 �"_;_ AND INSTALLATION NOTES ON SHEET 1 18 UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2),5TD. VNfa, go. 10-7-A ML-LM-SAS 7 OF 27 ` ¢=�000= a=S W W` 23 STREET TREE PER STREET TREE TABLE SEE SHEET 1 CHECKED R.C.E. NO. C041341 , W W'- _ Q LIOUIDAMBAR STYRACIFLUA, 15 GAL. AT 25' O.C. PER STD. ( DRAWING NO. � U�J�J i 0 1310 -6e+AND INSTALLATION NOTES ON SHEET 1. 24 NOT A THROUGH STREET SIGN W-53 ELY DATE 71-1-If0 FILE NO. -1 5 Trect Sheet . of " .! ..' ` DRAWING NO. CONTROL NO. OVQ 31to OVERLAY NO. 6149 3111 Ms• - .. -. Appu .f •.tif• EIS - DATE 8, - DOTE B, DATE CURB RETURN \ Release Date �- w w .� _ .. L=4.3 . 4� i.iv �� - 22 -�O EXISTING D 9 CURB L 6.. 0 33 . - C;RO>}TN T 6.. 00` V83 VARY CURB FACE 6 . OD ' VC BENCHMARK NOS 148.8 E, '� '+� TO MAINTAIN 0 . 4$ A, V1:5b. 1 a u C B RETURN Eo � r` ,moo i STANDARD BRASS DISK IN THE Nw 5 91it 1!L GRADE .E> RETii)R CORNFR OF A 4' BY 8' FOOT DROIP-IN BOX $ } �t u 5 5 . 3 3 _ / 9 u r ► o '� © c $ �+ L*40.38 FOR DRAINAGE CULVERT AT THE NE \ o U+w . a o x d I MOW H ' 1 - o 4 r,' Ift w o d , En c ,� an CORNER OF HIGHLAND AVE. AND 9C E/ •q ,� o d \ > H k' M Ul o "ISTIN15 IR111ND, E iCUIB tT a _ ,d o .IE in w ,p c cn #� I ETIWANDA AVE., 66 FEET NORTHOF THE . I En l8, r; /o - q O o + + AND EA F T SEE LEFT FOR BENCHMARK +' cn + '" '' o N HIGHLAND A 24' S O H i o4 o a ? o M o, ' .o ,� .�•-- . e 1 In �. E,� I o C{L OF ETIWANDA. M ,�, �, � \� ��$70 C , r, N Iw EiLEYA77ON = 14�2.B12 0 H d�°r u V �, En • I `-1 u _ w � # in ,o t a► , US 1 8' Vd \ °D t � m ieo � vT mil+. o ti 1�IL ] I, v, fw U t n ' I .+EI' tt7 � a0 _ ._ pVI-65 6� ' ISk rn d in + m - XISTtNGryGRbUI� �.._C,�L,_ .., _. u °i RE£.S ` + f rr 0 • __ ._. -.. ... n --- a�E1 F S r' E� a+i Er .ter a 4 b4 / r DIr N T T CAI, �g� 4 3.6414 I lo�3oJI u V WIC r. u I PisI r a, �' M i } Lao• ,r: C. IW+70."81 31.99 rL ; ///ro/9/ I + 4.0 r 18t65.81. C/L CHIk9 34.7➢ T/ 33.77 19 , o m , 4 F /2 22/q 'n �: . o na `�' n - o en . 9.6�$ o f 18+51.81 34.66 FL 3 N N CD + + M7. + r,• © E TSTTNO G*Ot*D 4/L 0.57$ O i *r�, } Do \ a 10 r' _�_ . .,E v a LOCI L OEPkE3 TON 1{ $ S NIT - as ,�Q 4. I.pp{a -sap 3 . 14. ��11 k o •38$ �' i ! io PVI 42.50 . . . . . . . En \ M opt $ .+ + �: !Aim cc E t- ?ter Fi t , ,25� VC � 1�► VC - � � bo csi . ; :r. P'VI 63,8b h PVI=65.8 �� • t I �m o: iCU1fH 1kT I�I G RO � , ' v+ to rb m En l F i � �C N � V 1,L � a - - - _ _ a _ __.._ �a�� . -OIL A 40 j`S'$.�J r+i .. �M E+1 K ►a N En `�'' ^'� IDENTI pT .. 4.l9! v f ' -E6.5I! �; Ey c L i ,.� Er u > 40 �' �, dF 0 �' rse�i \:� ^ E3 R :5D' VC CFRB. RL'TUU Ulfnt . > + � en o '`; L� �� '� . i 4 0 jp pVI=34. 33 ' =54 .98 ' isa Pq { CJ�+ 'n Q ,��, + Eli + ] o i i jS� i{R1 # q , 1 0 E+E O o fy I I + +t d 2 .3 ,,.. •--' CURB 1!�ET R \49; lin t l ii >. EICIsfiII$G dROt:1ND' ! :CURB IkT r# j r °° 4, m 4" EA :� . 1 � M F Jibd , , / 1n , a , � M F I T .. .. ... -.. ... ., _. ... ....__., ,... ._... _ ...., ? __ ..._..«..w,.,,_. ...,.. .,.-...r-._..,,,.w.,=,...,..«..-,._ -... ..... ....... ,.. ... a...,... -, .,..,....°....-.-,.,w.-.,....,-„�.,.,.,.� ..."m„ "..-w......,•..,,....... .a ._.{-..._.,.,ro......_.... ............ m..,_ ....._-,..... _,,.w,. ..-...s. r I TO AT _ �_ _ _,_. _. _ _F�_ _. __ _ ._� __� _. ._. _. � � � TD T #� C 14T - ` �, -, � PC 1-4 TC T 7 .06%1 I I TC o, H o a -I DltNT t CAI, ` '* f I R •30$ � + v: rrt to ,r, P$S ! I ` Etn nLn u1 . . N ' U rh •SAL" "RL S S ION I SCALE:' , } - .89i * _ 5 WORIZ. 1, 4 } 1 5 6 17 1 0 1 2 3 4 5 1 8 ' WIDE PUBLIC UTILITY EASEMENT LANDSCAPE CASEMENT 19 1 5 See Sheet No. 4 ,. See Sheet No. 15 Carrnetio Court 5 WIDE PUBLIC Etivr enda Avenue ��,(EN 6' STREET TREE EASEMENT 1) 13 � A 6'S'7REET TREE EASEMENT x� U , l TRE6 E � 1 d� >t� � 11 i1� 1 is UTILITY EASEMENT "?I ) !o to sa► REE 5' WIDE PUBLIC U ��$f 8 NO �F4t UTILITY EASEMENT .� l a w �;'� cn to u - h L//'�o 'f + G o 1 CDif ) A 8 a i 8 13 s N u 3�N Over�o ��O 8 2 �lz�R h0 °° '0 U _' 3'1 is w ok ti >: h 6 N/c AcGESS a Q E S A �� b A U �0 �k Or/ 6 �• G `SG Q r RAMP EASETRtN7 N ,r _ 33 t ,, h <b Ei N o : 4 1•Ia/G AC.c.ES15 `e Otp ti 1 '' +65.24 ECR En /OD p7 \ �01 i Op• ti 12 •• f►t N > 1 + :64 BCR 16 __ -� a+o of \V,b 1 bx hti. 8 'p 4 �. N Tf�► * ^ N •&n RP.MPEASEM T kU a_ 12 18 64 21 N L�23-11 9 ao Go G - �► '� . r, En i G N Nc�e;55 L_ t 106 .S9 tAs I .a+ O * G _ - Ev 1 N �' M EM� _ 6+ a fS 1S / I ig 9 z s >;, C' C4 / a 4. L=2 90 M ) "' Z + G pv } 3 rn rtAMP E 62 r .0 1 - I ° 0 0- E 1 G �I,r6 ® '?9 gCR /. Qa �, �„ 23 LDS __ - + b J i j LL 19p 16 S, . 4 _ =P - P < __ p S3 P 2 �4� O�� s6 o - ,• �p PROP. WATER��- - 1 7 �, -/ Pit,I Q LD\ _ y `1 • y 24 9'13 10 W 0 x PROP SEWER 3 < o d. 11 7� hgd 83 81 _ �^' - JAMFS KAVIANI `�' fo' G ��• 4_ t» - �, Z. Z �=W 6 1 y 42 ? s / , 12 w i - 0 g S _ 2 5g. 2 25 7 O cn � � I m 2 S W S< \Bp 6 3 L fx �� 3 h L 5 �. 1,• 4V �v 4 G ,S -i PROP WATER W w 6 1 1 6 SE 2 PROP WATER- NO 29329 7p a 121 16 ' 2 9 ,,`°' `� R -+ ` $ _ �� - -� - O --��►1� - -- - - --'`- ES W p a 0 4.10 6 ti i - y �pf W o i \ 20 / TC 79 -- ���' �1 9 •36 14" 5 6 14 21 * CX gilay �G - SEWER 1_ - I 0 - �� �, W T l b OY h T-- Z m ! TC 1 9 - P -- P P 2` C o cf'l9 \Q; R^ 4R 3 _- _ -� 1 O 16 3 �E L,\ I 11 X a dz o \ +4i 8R ` ► S �� R f i h - s 26 =24.02 \ \ -1-ZA75.20 SCR � � Ca" / / ROB V o. 63'6�`� 64. i �' - 3 i 5.1 a t7f �A m e ' r �-�9 ' - s - No. 04134 + CID d w _° 28 1�'� T i a 23 ¢ 73 FS EE 4+ �� 20 9 Do 3 �� •0 3 �'�� 1 17+74 . 34 E R In G a � N 3 - w m s - 1 9 0 1 { 7m `� �4 P s+�5 CAL u ' u u TrA u - •9 1MID. lLJ I I EXPIRES G 1 O / Q• 6 6 C � � w J o � e 14 OC Z o z m \ l � . i• N N ♦ I L,1 "�. ,_ 2 C/L RRO O m H d r~ � � \ C "' S l 5 s- "► ` n 'i 13 2' 4 4 r a W. R' Er •• 04 > CIVIL O w . S+ V - 1 r a 33• w E �' . I I E* 3 RELOCATE DRIVE APPROACHES PER DR `!�__;/�\ 14 j Z W=Z 6 •5 e 3 ~ © = n�i 3 Q ` �/e ACCESS x/ 1 RL�R 4 �AIMIE!K#IYtAKP = ��, Enll °° ` 1 1 u N E' u 99-03 AND LLA =4�6-453 IO•t0 ' \'!1�' AMP a m < Z1 u ® © p s n, E•*•E - 80 + + M „ r, RELOCATE DRIVE APPROACHES AND ST. • -- 2 ti0 ' 30 9C E ti ,� EASr MEAT m ^� to a I r- a 3 °D TREES PER DR98-II 8E LLA 429,43 435 19 S,' 7+56 . v 13 8 8 N o NO "3� r' I pI I 11 d N~ 01 Q - Fr�? 3 3► 9- w 13 + I CHANGE DRIVE APPROACH WIDTH,LOT I PER DR 96- < N 1 H 1 3 "� c 11 c m tL ' * / �g 13 o a EA �7 �� 3a �W ao 7 O� W RG n R .4 t+� 8 U 1 a f WIDE 13 0 5' WIDE PUBLIC 42 b / o' �' EE f'�f \4 10 ' SIDEWALK STREE UTILITY E1�►SEMENT DESCRI T C l Y LIC o ry T TREE N 12 P ION OF REVISION � F A D DATE 0 1 � 'H k TILITY EASEME O APP 19 R. �F �A11 f PUBLIC UTILITY EASEMENT - - - L, o o m:=z a s 9 r'a W a 4 6 U Z /d , LANDSCAPE EASEMENT y p u a 1�, 2Z' � W ,2 I - CITY OF RANCHO CUCAMONGA oWz ¢ tn o u u' � Yyz� ` © NorthOvVie-Ttook Drlve 8~' Cervantes Place 6' STREET TREE EASEMENT West Overlook Drive nj - Plan and Profile sJ== ¢ W U U 5' WIDE PUBLIC 5' WIDE PUBLIC See Sheet No. 6 y ors 8 U U UTILITY EASEMENT UTILITY EASEMENT CENTERLINE CURVE DATA for a"= 1D ^'' See Sheet No. 5 CONSTRUCTION NOTES: • W W o Socorro Drive La mW 6 STREET TREE EASEMENT ycc Socorro DriveCurve 'Data: 3"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2)+ NO. RADIUS DELTA LENGTH TANGENTNi�rf11 Overbook Drfve � � ' 8" CURB AND GUTTER PER STD. DWG. N0.�9'3' 104 A 2-6 roc=WSW N 81 300 . 00 ' 38021 ' 10" 200 . 81 ' 104 . 33 ' O SPANDREL AND CROSS GUTTER PER STD. DWG. N0.298-- )O(P-A 1 18 5 5 5 . 00 ' 1°4 4 '4 3" 16 . 90 ' 8 . 4 5 ' Tract 14380 W o W ¢ NO. RA so DIUS DELTA LENGTH TANGENT. ,M= 40E O SPECIAL CROSS GUTTER PER STD. DWG. N0.�99 IOto-f3 / / _� Noo=W;W 4 0 40 19 27 .00 77'12 20 36 . 38 21. 56 121 555 . 00 ' 19°26 '41 " 186 . 35 ' 95 . 09 ' APPROVED BY DATE Z c�s o w z _,: W �y=¢O o gcole feet 21 27 .00' 85'41' 56" 40 . 38' 25 .05 ' 6 t4t.ACUSSRAMP PER STD. DWG. NO.-510 102 y_ _ STREET TREE TABLE 0 CITY ENGINEER /_f Z�-mj&C, - �����-� R.C.E. 24953 24 27 .00' 88'15' 17" 41. 59' 26 . 19' _ =o`====>E . 0 LOCAL DEPRESSION PER STD. DWG. NO.-etls' 307 CASE 6 DESIGN = -- RECOMMENDED > BRACHYCHITON POPULNEUS, 15 GAL. AT 25' O.C. PER STD. 510 26 27.00 91 44 43 43 .23 27 .84 18 UNDER SIDEWALK DRAIN PER DETAIL C SEE SHEET 2 STO.OWG. N0 IOT-A +,� _ �,� ¢= 28 27 .00' 92'08' 38" 43 .42 ' 28 . 03 ' Q�8 DRIVE APPROACH PER STD. DWG. NO.-985- 101-r( TYPE R-1 ( )E RJS = -- _ == v 4 �' If o N=;g=d �1-AND INSTALLATION NOTES ON SHEET 1. 30 27 .00' 95.03 ' 44" 44.80' 29. 50 ' ,__= € =-s consultants, inc. to,� / T W-0 3 0_ 9 4" PCC SIDEWALK PER STD. DWG. NOS. 3+04-�r; 19 CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) :' 79 282.00' 38.21' 10" 188 . 77 ' 98 . 07 ' 0 101-A l03 1SI-A DRAWN 1355 E. Cooley Drive-Colton, California o2324 y= O' PLATANUS ACERIFOLIA, 15 GAL. AT 30' O.C. PER STD•69'f- 5lD 83 318.00' 38'21' 10" 212 .86 ' 110.59' O ® BARRICADE PER STD. DWG. NO.-49+-AND TEMP. PAVEMENT PER STD. DWG.485- 132 SHEE1 ¢z`¢W- .� AND INSTALLATION NOTES ON SHEET 1 STo. VWG. t10 s. A•o l-A, ho t-b c�14� e25-2,27 0 0 0 0:3 11 STREET NAME SIGN PER __;=y 116 537 .00' 14'22' S8" 134.80' 67 .76' M�.-LM-SAS 8 OF 27 J t 0 0 0 0 0 ¢=y 124 573 .00' 15'08' 37" 151.45 ' 76. 17 ' 12 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) 23 STREET TREE PER STREET TREE TABLE (SEE SHEET 1) > �_"` SOPHORA JAPONICA (PASEO TREE), 15 GAL AT 30' O.C. CHECKED R.C.E. NO. C041341 D ING NO. W o W"�=o O 25 4" SOLID YELLOW LINE RELoc/1T� AQIVE /1Pt�RnAcµS y N` =o C, PER STD.$9fi AND INSTALLATION NOTES ON SHEET 1 13 STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER pEa DR q9_�y 4. !j ad ELY DATE 7/G/1d FILE N0. .S to 67- Tract Sheet of e: j J DRAWING NO. CONTROL NO. 51 1 ............ OVERLAY NO. 7 MA S P P A 0 f 1) I INDE k By DATE —FIV DATE By_DATE Release Date BENCH MARK NO. 148-0 W 1 .2 0 .3 3 zoor V0 ---------- STANDARD BRASS DISK IN THE NW CORNER OF A .......... A ....... J, 4 4' BY & FOOT DROP-IN-BOX FOR DRAINAGE ............ ......... 4 . . . ......... ........- .. .. .......... ............ CULVERT AT THE NE CORNER OF HIGHLAND AVE AND ETWANDA AVE , 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24* EAST OF THE C/L OF ETWANDA 40% 1p > in q ......... .......... J ........ -.4- A. ........... ..................... -­­---- .......... ELEVATION 1432-612 0 ............ C16 .......... ............. ............ A ...........11 ......... ........J ............ 40� .. .........�.- I I + + + . ........... ...... ......- ........... ............... ...... ......... ........... ...... . .. ... ........... -ID 500 lowt- -------- .... FUTU14, GPA5r I Tl4 41r,- STI14G Vd NI-10 ........... -4. --2! 0 EXI .......... . . ....I - .1 1 i . 4 1 4 *..,.,1 1-4 4 - 1. -�4 . i. ,,- -I. . ......... -4 1­100 t ........... ................ .......... ..........4 FUT OVFMFN ........... .......... . ............. ........ ..... ........... 41 ......... ........ ...... . .. .......... . ......... ................ ............ ............ .......... icy t + + .......... ............ i t 4RAt)E I ........... ......i �—o 5% 6- 4 4 .......... 4 4'.......... 4 GUN ............. .......... .......... ........ ......... ........... .....................i ............ ........ .................... ............ t i ............. .. ........ ...... .......... ........ ........... ........ ...... ........... ............ .......6 ....... .......... ........... i 4 ........... ....... + 4 4i ......... ........... ........ t............ ........ ........... .......... ........... ...... ........... ............. ......... ............ ............. .......... .......... .......... 4 ........... .......... ...... ............ ......... ........ ...........*---------- .................. ............. .......... .............4 ....... ...........4 ............ ...... ............. ................. .......... .......... 4 ........... + .......... .......... .... .... ......... ....... ....... ...... ........... .......... .......... ...... ....... SCALE6 ............... .......... .......... 4 ............. 40 HORM 1 .......... ...... ......... ....... .................... ........ ........ -T ............. ....... ............ .............. ......... T. V ER ................... ........... ........ ........ .................................... ......... ...... .......+ .......... .1 1 6 J-1-1 1 6't . I I I-'',........... ........... ............ ....... 1 4 2 4 5 6 7 9 NSTRUCTION NOTES: ...... 1 41 A C OVER 4" A 8 PER TYPICAL SECTION (SEE SHEET 2) ......... ACCESS 11A)" P" i6ffio aA" ir AND GUTTER PER STID DWG NO-NO 104 A 2-IS �Intenfn) 10 8 IN PLA08 . .......... ...... A SARRrDIF PER STID DWG NO 494 AND TEMP PAVEMENT PER STO DWG-099, ISZ r x r P"w000 HEADER 0" APPROACH PER STID DWG P40-896 lot- lb + qV 4F- go,z ....... (A To 0 DAR CT #A #A cc U �.+ + z CL 22 0 STOW RA1.11111 0 z 14"llit X CL 1111I 97- C/L U —2 3 y rUTU" I=I z z z 0 LU a.UJ 2 r7m elft - ZZJX� 0 U,Lu 0 z r ........ 0 0 #A a: 14 go + 11- - N DATE CITY DESCRIPTION OF REVISION APPR. 1111W CITY OF RANCHO CUCAMONGA a:E %A ML Plan and Profile tor C-2 24th Stre et 24th Street C* - (interim) FE to Tract 14380 Oftfte Impm"ments 40 0 40 so ROBERT P. KI APPROVED BY DATE Y:- LU 1" 4 0' The exis vyeprheed utilities (electrical) on the opposite side of unimproved 24th SlOvet , NO 04 icole feet CITYENGINEER R.C.E. 24953 She be underground from the first pole on the east side of Ettwanda Avenue to the first pole off-site west of the project's west boundary DESIGN =--=x-�—. =— ft RECOMMENDED EXPIRES V.3E RJS CIVIL AV 1=C consultants, Inc. "It 1355 E. Cooley Drive-Colton. California 92324 DRAWN L SHEET (7 14) 825-2 127 CAL ci 31: a ML-LM-SAS- 9 OF 27 C C* R.C.E. NO. C041341 C,cm NO. ELY DATE :Z6V FILE NO. Tract Sheet of el DRAWING NO. CONTROL NO. i6 Soe3lfl OVERLAY 0. $05 �wq BY DATE BY DATE DATE Release Date 1-00". VC ?V 1 1 . 0 -i___4 00 , VC �00 VC BENCH APIARK NO. 148 PVI- 17 . 77 ' PV 1 16 i77 : STANDARD BRASS DISK IN THE W CORNER OF A 4' BY S' FOCIT DROP-IN-SOX FOR DRAINAGE i --i...... 4. ........... 4 ...... ............ . ....... CULVERT AT THE NF CORNFR OF HIGHLAND AVE -7 -9 401 -.4 .......... > Im AND ETWANDA AVE , 66 FEET NORTH OF THE C/L . .......... .. ........ ....... .......... ...... ­4 OF HIGHLAND AND 24' EAST OF THE C/L OF + .......... L................ 04 1 4 4 i Ag;t 1 .1 0 1. -.1 i .. - 1. 4 4 4 ETWANDA + p + tn p 0 0, cc ..I.En w rj ..........t J A ...... -f 40 A 90 + ........... i J . ......... + .......... �4 4 ­4 EL"A770N 14".012 Mr- + _4 4 C-4 .......... .4 . ...... eq 4n i t ........ ... ......... .........i + 1- 26% 4 1 ... ........ + "A 4 PVI-18i,79 NIS), .4 f/ 6TMII Ilk TCT L,0T , s/. ixTxTl�r_ 4 1 r GRADe v ........... PVJ- 7 .�2 ... . ...... � 200' VC : .......... _J "A 4" . ......... 16 .52 + .4> ........... .......... + 40 tLot= 4 ... ........ + -40 .......... ....... ........... 4 ..........i '"''j&.lito.'� 1. -, ; i i 40 4 4 10,09, ............4 4-4 + C; 7 .31 t09 20 TL + 16+0 + 4 C; 42, t .......... ...... .............. 0 -3 V 74 .... ........ .......... ............ /L ............. .................... 4 i t .......... ....... ...... ......... ......... ... ........ 4 0 4 t ........... . ........1- .......... 4 .......... . ......... ............ . ..... ............. ......... -4 .......... ....... ........... ........... ......... ... ........ ........ ...... .......... ...... 41 ........... 4L.......... 4 4 4 ........................ ............4 ....... ............. ... ............. 4- . ... ...... 1 ....... .......... .......... . ........ . . ...................j, .......... ......... ............ .......... ........... 4 t ....... .......... ................. ... .......... ..... ........... ......... ... t ........... ..........4- ............ .......... ........ ...... ........ ------ ....... ........... ........ . ........... .......... .... ......... ............ ...... t .............. ......... ............ ..... ............ .............. ............ ......... .......... ........ 4 L":. ......... ............ .... ................ ... .......... 4 ...... ....... 4 .......... .......... ......... .......... 4 ........... .......... ....... ...... ........... . ........ ... ........... ...... ............. .......... ............ .......... -4............. ............. ..........t............ ..........._1 ..........4 .......... ........ ...... ... ........... .... ....... ........ .. ........... ....... 4i 4- f .......... .......... ............. .......... ........ ....... ....... ....... --- ....... 4 CAL .................... ...... ........ ............ ......... ­------- ......................... ........... ......... +- 4 ............ �H OR I Zt. ........... ....... ........... ........ ....... + i I......... ............. .................... ................... .......... .......... .............. . .... .......... ........... ...... VERT. ............. .......... ....... .......... ....... ................... .......... ......... ....... ....... ....-,-1 L i i L 1 . ............ ............................ 4 .............. ............ .......... i 4 __9 10 11 12 13 14 15 16 17 18 19 CONMUC77ON MOM: I C A.C OVER 4' A.8 PER TYPICAL SECTION (SEE SHEET 2) ............ Ir CURB AND GUTTER PER STD DWG No 9" 104 A1_-9 ....... 7 LOCAL DEPRESSION PER STD DWG NO Xitg- 307 C�#,Sg 6 an 6 1 1 . ", I. I '"__--....... ............... ......I" I I STREET NA ME SIGN PER G.PW INSPS e*E)P ST 0. CP W 4,-tl 0 S- 4b A 4 0 1-Cp ft I rel I SIGN R1 (STOP SIGN, UMIT LINE AND STOP LEGEND) A10fr (Fu 0 STREET LIGHT 95M LLOAFN H P S V , BY SCE, PAID AND COORDINATED BY DEVELOPER 8 UNDER SIDEWALK DRAIN PER DETA& C (SEE SHEET 2), STP. VW(. go -1-A CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) A W F A E, 0- r 116�6 8 a"" 10 7 12 + Af %, 7 1WTC'D F XA1 Z SARMCADE PER STD DWG NO-464-AND TEMP PAVEMENT PER STD D1WG "5- 1 U ris a LJZ 0 --- ---- 170. 011 .00, 1 70 . PV T X 4' REDWOC110 HEADER 00, 'A UJ -T SIGN W-53 0 A THROUGH STREE ruTurit S I]DrV�f I t 1060 , 0.00 :z 2 0 UAL t=x -1111-6001, 1 ft-%YVV 000 T TUBULAR STEEL GATE (W-I G-) PER DETAIL WE SkEF7 2) 1 .4 z 9L P,4 C L IL REVERSE TURN SIGN W-2 7 tADV1SORY SPEED PLATE 2-6 (25) UJ U J 0 7 L'i 0 UJ xx I F�T­fl 0�_ C/L DRIVE APPROACH PER STD. DWG.-305-- 101-A, z 'z 1z NXII ...... 10 12 4c i 2 :1 UOJ X I ..............U A CL La �y _T 9 NIMTAW 0 ——— —_R-MOM z a ST 16" W 0 9XI A;t 0 ........................ ....... Ul W I L ?rs"-OPTIC 0 UJ UJ UJ 0 Z _J=I z 2 z TL 0� Jr CCWD VA L W" 14 .......... DESCRIPTION OF REVISION DATE APPR. ........ CITY '.7 CITY OF RANCHO CUCAMONGA I E + N am R1w No to .............. Plan and Profile Inaf skfe"*kwig the# bw* Skk"e*WM to o&x.er*W only ApprmW of the 6 14 mde in ft Ree wd adjuslzted an necesery to ~ field conditions as approved by CJ A* Public Works Insrk-c-for end Project Plenner prior to final construction. 24th Stre".r t 5. Interim) E Noft: rred 1 Oftft b"Plav loo, 0 40 so APPROVED BY DATE The uffflfts fe*c" on ft opposift skle of unimprwed 2 40 ROBERT P. K 7t;lZeugZnd from the first pole on the east side of Etrwanda Avenue to thal 4M R.C.E. 24953 1 40' CITY ENGINEER 11he first pole off-site west of the project's west boundary. it,C 0 1 Scale feet DESIGN RECOMMENDED C.0131 E -e -S RJS E X P I R 1. Atz Jr ir consultants, Inc. I 3 r =i to CIVI DRAWN 1355 E Cooley Drive-Colton, C a I I I o r n I a 92324 SHEET I E M t: 2 12 7 (714) 825 C�C C 3C OF CA! UL-LM-SAS 2C 10 OF 27 IM R.C.E. NO. CW1341 ECKED DRA ING NO. Cz ELY DATE 711,1,0� FILE NO. L_ pip I 1 -0-11- Irret Sheet of 4 DRA ING NO. ell GUN I ROL NO. -7 3 OLO'3 OVERLAY 0. 100 I i;00 A 11 0 I N x 8 y UATE IV - DATE B"Y' _0AT1 S I DE"WALK S I DEWA LK SIDEWALK CURB RET',;RN� L.-CURB RETIURNJ 4 U V 20 ' VC 20 1 VC, 20 ' VC ' 4 �,4 318 PVT - H4 PVI-01 . 17 PVI_ 99 . 05 PVI-98 . 85 itRelease Date r e.tN.IS 1; )FWA; F VA,RY CURB FACi F v 240" VC BENCH MARK NO. 148 IAIN 7 f, �70 7 TO KAIN _I, PV 1-0? . 42 L20q' IC PVI- K:J 4 0 +2qO' VC �PV:'-17 0 41 71 ... ...... 4 F L OR A OF STANDARD BRASS DISK IN THE WN CORWR OF A Lf) 4' BY 8' FOOT DROP-IN BOX FOR DRAINAGE 10 U ri.-: �; 41&-0 > dL... ......... ...... 4 K CULVERT AT THE NE CORNER OF HI HLAN A + U Ck ir 1-4 AND ETNVANDA AVE , 66 FEET NORTH OF THE C/L 4*1 > ETWANDA OF HIGHLAND AND 24' EAST OF THE C/L OF ....... ....... 4.3:1 Int 0 CY, 4 1 It VVM_ . ..... rn 4. .. .........:�4-2.001% 0 I ELEVATION 1432.612 r r r4 > 0(11"4LD 4 C� in 34OR 200 VCi 4 0 0 C, e TrL I I f4 > OD: VVI-1690 981 A + V1 I ry 0% V) ,r) +0 Lr T, t . 1.1,�.tv-) of -401 Ff, 31+ 4)+ _S I- DEWAI.&.......... Zk C, >I"# TC d I I I , ,> + W fl t U 2d0 VC' PVi a 700-.1 - 00% 0 4& +1$k 0 7,PVT TICAL 1P0 I IT C3 T SS N+ 0 10 40 C; ...... t6+70.14 :M 2 9 FL�4 +0 0 -4-0 CNI +40 4 + . .......... ............ + 96' rE;0 0 0 CUR I4 AW ­0' %n A7+04 .14 P4.64 1PL 42.1 0 �q 0 i I..........M 5 4 +II0 200'> POR + CV IOVI i 116 9 1 .16 S+AO t+ >-I t + : 0 40 en: _rFTrfrN_G GRCIU�M I fL + N N A* N 1705 TIC Orn 7t FNA. Irq 64 Igo- �VC� F%ftx �7010 . 17 P0-1104!. 71 illIftTiCAL Pblifts-4 4> + 4 4 AN 4r, 40, U 4 4 ........T 0 .. ........ ............. .......... _ 'i i, .4 L..... i__ -... ......... ........... ....... ++.......... ........... 4.11ft 4. ......... ..........0 lit 44........... 4­ POR : .. .......... 4 2 Pvi*........ 4D LJ 600. C V Ck -4 CM 44 C7.......... +; : ?c*_Rr 17t06 TC Pt ...... + IF IN I tH CRAOE * 'tC Ik I GRT�4.. ... ...... 4 J0 0-4 TJ I0........... .......... -io, Potr rft + i............ C*4 R1 0.�.......... 4-4 I ............... ....... t II4.............. ...........4 4. ­SCAUI:........... 4 4 .......... ........ ............ ........... HO I"...... Rl� v 40 4 .................. ............. .............. ...... T.11 NER '4t. . ........ .......................... ............... .............4, .............6-4) 19 i20 21 22 23 24 25 26 19 27 17 of Itr�%* 18 See Sheet No. 14 See Sheet No. 5 1 8 41 18 �4 r� Ettwands Avenue 18 Cervantes Place 4� 'AP�zt - T `14 3L 8 41 T 14 0-4 PR 9L 4� LAPMSCA" P4 Im 0 WAT r4 'p-to --,r,0 a I -W-lfaa IL re" -7 (�� :on tv ip +L'.- X, 114 e 11 V$ -.4- 4. % +om r4; O. 40 r.ki 0 r4 f" "3114 - 3 - 27 In 24+ 04 In 2 9 94 &001 30 28 rz 26 23 r 1 3"I "I ,RIC-4 I PAFA 1 oi A: W P f-"A5 M E 14 N I0, 6?.00 6 T.00, 00, L 0+6 V­V -7 -77. 1 -4-- I' I . -,I -Ar)rt F : 'A 1()O Ms6( 1,3 0 RZ600, -,�io 0 It IZAMP EASIRMEN, L r 94 . 30 TIC IL 4 left 0 0 40' PR 11 STORM 0 UJ 104 0 A)t-6,,A, ..................co 0 �7 LUn . -w- -�- - 't�ff 0�U. 20 sbcy-r na LAND 22 rtm JP i AAk_%;Jxq1. t 2' 2 0< Cl) .Ng�3* 4+0 ---------1<14 O' a' 1 5\ ( 0 I , dl I - & - - ­E;­_-UJ FC UJ"J ------------- ox UJ IL UJ UJ - ------------ Q1V < lot \- EXIST FIBER-OPTIC Z z z(A r4 &0 CABLE <3C U I > A3 a. U 0 UJ =< 19(p 41*0 P�^,r* 4,, z in _7r-z -tit,# 7*Vi LU Wm:Z_7-_-�o x UJ ea. in X0 LU MH U,LU 0 11 I0 !9 -4 Z z %z z 0;& t A x I LK DRAINS PER DR 99­40� 1 7 de 4 . . . . I \ I . �, - . I ' - zi AND LLA 450 On-mew W,_,J q I I I r I ./ i C, t I -1. - I - ---- r 'ESS .1, DESCRIPTION OF REVISION DATE APPR. +CD + + IL Este-ft-1 Way JAWS kAVIA1111 ro) 14 CITY OF RANCHO CUCAMONGA (Ftftre) vv� I I /ZONSTRUCTIION NOTE9.n ==.C= ffuftire� r 31 d 1=2,1 M&. Ito 9 29----------- 4' A C QWP t'A 8 PER TYPICAL 1* S"FrT t: WILSON AM"' 2UE ROiE Plan and Profile CIVIL ir cops 60--E A PEP sTo -*1Z"-I04 A7.-S Curve Da'fa: No C 0 1 H-C-ACCE-5S ftkor PFR ST -84e, I 0 z a 00611111 Cason aail!At E X P I(E SL'**' LOCA_ DEPRESSION C�E4�4S-7 OWG %#0 *'* 50T C-ASLEE WILSON AVENUE NO . RADIUS DELTA LENC;TH T;,NGEN, NPTF_' N0TIr-f tAK. AWT "00P, MWD, AT 0-1�11 250-(o+57- A-T L-IMAST Cl IL 66) .CURVILINEAR SIDEWA�K PER ST-� DWG NO 41194- It.+ Ttvcf 14380 40 0 40 so OP,_rWO WOP-IK-IN& DAf!5 PRIOR TO AW1 WOVK IN MWt) I -T. F:. .r - I -31 35 . 00 , 001, 54 98 ' 35 OO ' O WA S�RE E­ NAME SIGN PE P C-I` '60-OF r--PQ TO. P W 6, 40 S- 40( A f, 401 b CD CS 40'at erw;,�_��� �_ � OF S - feet Note: APPROVED BY DATE scale 6'2 SIGN R1 (S7OP SIGN LIM7 INE ANC STOP LEGEND) CITY ENGINEER R.C.E. 24953 STREETLIGH79500LUMFNHPSV SYSCE PAID AND COORDINATED BY DEVELOPER 3E See Signing and Striping Plans for Etiwande Avenue and 24th Street for signing and N= -!f DESIG striping details. C17 e' 7,,;RB ON',V -ER S-C DWG NO-Wr 104 (&I-6) RECOMMENDED CL- g-_�3E RJS= Ww� UN!)F70 SIDEWALK DRAIN PER DETAIL C (SEE S-#FFT 21,570 OW&-f`40 101 Je ICY consultants, Inc. t?c%X IL,(r-)qI tz r.C., NoW Note: DRAWN 1355 E. Cooley Drive-Colton, California 92324 CA'C'H t3ASIN �SEE STORM DRAIN PLANS FOR DETAILS) (714) 825-2127 SHEET t: ljol-A C, 11 Sidewalk Wout is conceptual only Approval of the final sidewalk layout shelf be �2DO SAPMCADE PER STO DWG NO AOWAN ML-LM-SAS 27 The exteing overtioad toilities (electrical) on the opposite side of unimproved 24th D TEMP PAVEMENT PEP STO DWG A& i OF Street shall be underground from the first pole on the east side of Etiwanda Avenue to made in the field and adjuted as necessary to meet field conditions as approved by I�0 C3 LIMITED ACCESS CURB PER STD DWG NO-9er 105 C, CHECKED Zt_�� R.C.E. NO. the first pole off-site west of the project's west boundary the Public Works Inspector and Project Planner prior to final construction DRAWING NO. TUBULAR STEEL GATE (W IS-) PEF-, DETAIL (SEE SHEET 2) ELY DATE FILE NO.Trect Sheet of C'i 7 7- DRAWING NO. d"i /dom- CONTROL NO. IbVf 10-1 AZO ' OVERLAY NO. bo? AIP"u By DATE SY DATE BINYDE_XDAYE S I DEWAI.K SIDFWALK 20 , VC 20 ' VC I'VI - 81 . 1)9 Release Date J.)i­ SIDFW)�LK BFNCH MARK NO. 1484-01 S t1,)FWA1,F F__ �POR 2 0, Vc. pvlx-41 . 17 20' VC E. 31 4a V .... .. 5TANDARD BRASS DISK IN THE NW CORN" OF A PVI-75 .0.5 z i 04 -IN-BOX FOR DRAINAGE 4 By a FOOT DRor 9 - .... ........ -4 CULVERT AT THE NE CORNER OF HIGHLAND AVE. 0 t r4 I + <> AND ETWANDA AVE., 66 FEET NORTH OF THE C/L 4 I......... ri OF HIGHLAND AND 24' EAST OF THE C/L OF o F + ZD ETWANDA. t f4 EMATM 14".612 4 + 1L. .......... ............. n M 63 > fit): 0 0 o 4� 40, t-4 Ed go.., ......... .......... ........ S S _IiFWA VK 7L,/ t T OD I STTITG lcm�p LT 2 .42� + ra OD 0 (7% 43111, 4 C-A U2 4CP- OD 41 : Cr 4D > -N-f I CiL rt co 62i 7io,Tt ir 111. > 791 im as f-) > + 4 Q 4 f2p, 260 VC :PV1_91 .6;5 Ok 4 4Q ....... 4 4 ir + ST FK T,P 4 ha 4 i 4 4 > > 4' 4,b�,11+4 4� i 3 114 *4 0 . ........ FB LTI ca + C> A 0 C4 ST i 4 .......... + U 0. + .......... ........... + C) .......... + ....... ........ 4 4 ......... .. ...... ...... gilt . .. ........ at si 00ND;1 /4 ........... 4.. ......... ........ ....... ....... + t . ......... -4' ........... ......... ............ ...... ........ . .....L­­ . .... .4 . ........... _iL POINT Ic P1 T4 t 0 .......... 4 4 . ..... GRA t ........... ...... DIAN ....... ............ + ............. ...... .. ........... ........ ... ....... 4 .......... 4 .,14 01 ... ......... .......... .... .... ..... ........... ..... ...... . . ..........CIL 0 4.......... . .......Pt t 9 ...... .......... I i i .......... ............... ....... 4- . ...... . ........ L) AM. .......... ........................ ... .............. Cl, . ..... ............. 0 .. ......... ........... .............. ... .... ............... .......... ...... ................... .......... .......... + ....... r4 C4 ........... 4 4 ............ 4, ID 0 ........ ......... 44 ........... ....... Z too + 4TL' r 7T&,7 0 . .......L L ......L SAi U ...... .. ..... t ........ .......Tc ..........L ......L . ....... ......IV t ........ ......LL, .......... SH ........... ........... . ..... ......... . .....L .......... .. ........... 4D 4 4G T 7 ........ ....... t ........... . .............. ........L ........ ....... ....... .................. .......... .........I .......... ! I L' "-......+ .......... CC ....... . ..... .SCAL ... ....... ....... ............... ................ ........ t t ........... -NORI 4 ........... z ........ ........... ........... 4 RT 4 VE ....................... ............................... .......... ............ + 27 28 29 30 31 32 33 34 35 CONSTRUCTION NOTES: 4 1 4'A.C, OVER 4' k8 PER TYP1CAL SECTION (SEE SHM 2) $4,�Sit 14 3 r CURB AND GUTTER PER STC) DWG NO-W9-- 1 DA- A,-2 6 H.�.ACZCS�- RAMP PER STD DWG NO-&+&-10 2 I ire) CURVILINEAR SIDEWALK PER STD DWG NO 40OW It* I 0 7- A STREET NAME SIGN PER G11=4 STD. DW&r. MOS. 4-01-A 401-6 4 32' a 4 SIGN R1 (STOP SIGN LIMIT LINE AND STOP LEGEND) 4/C P/c + OR AAfAP k-bf-KEWT 104 STREET LIGHT 95M LUMEN H P S V , BY SCE, PAID AND COORDINATED BY DEVELOPER 28 29 30 31 co r CURB ONLY PER STD DWG NO 464- 10 4 (At- 6) ; LINDFA SIDEWALK DRAIN PER DFTAVL C (SEE SHEET 2), S-rD. DWG, 0. 10'7-A z 14 0 1— 0% V tt— " x - �III A"' --"- 7" OV —0, LPAITED ACCESS CURS PER STI) D1WG Lio� 0, ADDL' DFr)I CAT I ON 8Rr'FCV; I, LA"t) V) 101-0 0 , 3r I r IZ, 1z ow a , Typ 1k.I go z < OL LU UJ PA x A OP 8- OR?t,- D".I P cy_�k :rip 0 LU dW < Z Z,4 29 0 r 31 32 33 R 0 S FW F 30 _14 x _V 0 A'p 041 1 kd 0 -91*,00 &f OL�0- rep U W. 0, 7 6 WA 0 z FR , 0 UJ EXIST IFIBFIR-erTIC UJ dL XO C01) UJ 2 CABLE LU UJ 0 Z _J=I 0 Lm Z 0 t ——— — — — — — — —— 0 -4— Pf 00111if ------- IL 11 ——— 6_ ,am: < CITY DESCRIPTION OF REVISION DATE APPR. _A 10 4jt Z -I(FVtUre) CITY OF RANCHO CUCAMONGA a4000--ft WWW. M. GEWNWW.M=W=q& =' No- fi/e Plan and Pro for 40 0 40 so 24th Street 1*a 40' 24th Street $Cole C� CUM Table ESS/o TN& 1 Oft" "Pr a" 14 NO RADIUS DELTA LENGTH TANGENT APPROVED BY DATE ROBERT P. KIN M 16 35 . 00 , 54 - 98 ' 35 . 00 , CITY ENGINEER R.C.E. 24P53 Nac DESIGN RECOMMENDED RJS EXPIRES z 1 A.e—=lr consultants. Inc CW2 No Note b lU_ Note: L" CIVIL DRAWN 1355 E. Cooley Drlv&.Colton, California 92324 SHEET Skkwe*ftyots Is omeopk*orAf Appnwef of the ffnal skfe"Ik leyout shaff be The evisting overf7ead utilities (electrical) on the opposite side of unimproved 24th See Signing and triping Plains for Eftwende Avenue and 241h Street for signing end (7 14) 825-2127 4B Cz CD MW ML-LM-SAS C, of CA0 12 OF 27 nwde in ft field and adjusted es rwcessary to mee field conditions as approved by Slreet $hall be underground from the first pole on the east side of Ettwande Avenue to stnping details. R.C.E. NO. C041341 [r 4 1 ACNUI E n El. 4"-4-3;t- 1> at IE ft Public Works lnsrw,-tor and Project Planner prior to final construction the first pole off-site west of the project's west boundary CHECKED DI>AWING NO. Cn ELY DATE 71WIf,0 FILE NO. I&Ct Sheet of e" 10 DRAWING NO. Adk CONTROL NO. OVERLAY NO. *44 30 ill%D f x DATE A PPk() By DATE Y -DATE-------- S : :WWA: K I() I 1Y_ am gVj- 14 . 10 Release Date V N, BENCH ANAIRK NO. 148 t *7S :BY OTVFR� PV 7 S 5: rUtUR9 PRbVE�IFN 4 ....... ... .......... ........ STANDARD BRASS (XSK IN THE NW CORNER OF A 4' BY 8' FOOT DROPAN-BOX FOR DRAINAGE 4 t ........... ......... . .. ...... DL CULVERT AT THE NE CORNER OF HIGHLAND AVE F 4 4 AND ETWANDA AVE., 66 FEET P40RTH OF THE C/L t .. . .......... ....... Vt 0 C4 L-) ....... OF HOHLAND AND 24' EAST OF THE C/L OF > P, i 4 i .... ........ . ....... CM L U Ic .......... . . ....... ... 0 -Ir ETWANDA OJD 4 �46�' T_t ......... > .......... + ............ + EMA77ON 1432.612 L) rl- P , I 0 U 3 ,' 10 E- ............ + T_ cl, T 4 .64i + U i STi Nd GTf U�D L + IV. Q �32�00. ;1 5 ---, U 10 + > > .......Ile, + + . . .... ............ V r + I't t T_ "it 6 -770 M z -t� 2 0 Vic rn ri 4Z)2 fS 4 T DO�WA I rX d r 0 + + PV 74 114,6 + + it. C? ....... PT 4 3 + 4 4 t 4'. ......... 4 4 LOCAL 457 5;00: 7 2i. 9 r- DLPPR9S' ON t 4 . ..... .......... .......... ........... 00 .. .. ....... . ...... 72 -47 �FLV + 4 + .......... .......... + .......... ... 316+01 .fO 72 ." + ............. ..... .......... C; U 71 94' ... ..... ............. ............ ........... ................ ........... 4W ......... ..........; ........... IM 1�_ V7 > .......... .......4............4+ CYN .......... 4 + + t t 60111 4 .......... ......... .......... .......... z ........... ......... .......... + QD > > .6 ................ ....... . ........ .......IL ....... ....... -4....... ....... ....... 4 4 4�L.�n < 1 41 t76 01 rb A*FOIA 04 MA A Lr r+ + 4 S 4, ........... ........ -4 ...... . ......... 4 4 + ...... 0 4 ........... 4 4 ........ ...... -ilk ------ .14 VC 4 PIV I 1 1 2 ............ ........... ......... . ........._J r- r, 4 f- 4 i 4 ....... ............. 4 + + ....... ....... . ...... ............ ............ 4 Q r + j, X 1.1h 114� ............... ........... .......... . ....... ................... ................ ------ ........ ....... t ""I rr" 'r, L''L­ 0�40' 4 + CURB + 4 CK r*....... 4 + z i 40 t4' tA ........ ........... U 96 > 4C; "JD�T40 17 76 r,t, 1 7-1 if t .0 4C) 75' PT ,RT RA a4 + 4 + + .......... 4 + + + ... ........ 41 -1 1 + 4 S . ....... ........... ..... ....... ....... .............. ...... ....... ��E X I T I W, C LIP 9 tU'ftFRi + 4...... ...... ...... ....... t ........... ......... ....... .......... ........... ------- .......... .. ......... + 4 i 4 4 4 ........... .......... CAI-9: ............. ................. ...... .......... ....... ............... ........... ........... .......... 4 Jf-VtMEkTS BY OtHE R S 4 ................ ........ MOR 1 .......... t 4 1 + ........... .......... —--------- .... .................. ........... .......... ....... 4 . ....... ...... ....... . ....... .......... �VFRT + 4 35 36 37 38 39 40 E- r z ff"� in W U z > > r- 0 U 0% (_ 0 -e U 'Sh .0 f. (Futt i re) CONSTRUCTION NOTES: CI 4' A C OVER 4- A.8 PER TYPICAL SECTION (SEE SHEET 2) z AVE 8" CURB AND GUTTER PER STD DWG NO 41190- 104 A 4 - S TR I AN rKA I L STTW WnA A V* &Ttl WAN DA 0 1A.C. ACCESS RAMP PER STO DWG NO 4+-&- [OX 300. RAD I US DELTA LLPNG-rH TANGENT + LOCAL DEPRESSION PER STD DWG NIO-6+e- 307 CAeE 34 T 1JM ill 35 .00, 111119025- 59" 1 54.63- 1 34.66' ,D DIDICATI Z1135? PAVWMrWr COW 08 DRIVE APPROACH PER STD DWG NO-W 101-A, 0 z SBCFCOD IP`E %K N 4A D :1 TO as RLMOVED 1­ 0 UJ CURVILINEAR SIDEWALK PER STD DWG NO-9154- It 4- -35+94. 9M:'_, \10 154 61*1 OA .87 3 .42 ' ;�_, e STREET NAME SIGN PER-eFFY "SPF49XOR ST 0- 0 W(w. tAC S . AFOI A 4 Of e, - 3 +4 1 1_4T"_ STREET 3 *2600 M 3 3 6 9 FT I WANDA AVE SIGN R1 (STOP SIGN. LIMIT LINE AND STOP LEGEND) �3 +01,,*IT rWA AV STREET LIGHT 95M LUMEN H P S V . BY SCE, PAID AND COORDINATED BY DrvTLOP" 3 TY-P . ..... z 6 < CL UA UJ V UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2),STD. DW&. 140. 101-A (A M 0�t r CURB ONLY PER STO DWG NO-9"- 104 (AJ az ........—----------------* _ 36 "!" -1U_W CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) go X 2: d 109 U1 N WATT4 (�� 2- X 4- REDWOOD HEADER IRT DT" NOT A THROUGH STREET SIGN W-53 z Z3 % Z 0 z a MI, 47S 0 UJ 5 CUIR 0 ftwIll t Ul LLA 0 x By OT16rp fk LL UJ 2 Z cle REMOVE EXISTING Ar_PAVTMFNT CABLE 0 71 a I TC 1;T '96 Wp JP I PELTIM 3G REMOVE EXISTING CULVEPrS r A ot a . . 'L 0 L 31+ 0 4+ 6.7? ZTTWAI#b z r z i : _�_C A Alit. 0 cffpw, jir;r ONST 6 4 9 . 1 2 4 IF. STIR 17 (6). The exis*v Ove?fteed LWIfff" (efeefrical) an the opposft side of unimproved 241h DESCRIPTION OF REVISION DATE CITY 1 9+52 31 111110111 4 APPR. + Street shalrbe underground from tbe first pole on the east side of Ettweride Avenue to the first pole off-site west of the project's West boundery CITY OF RANCHO CUCAMONGA n and Profile Noft for C, C 4r Sky&"* */MR is CO"COMUSI Onk Approval Of the ftnal sidework 4yout sherN be C-re e 2 01 20 + r- mode in the field and adjusted as necessary to Meet field conditions as approved by F_ a, T ft Public Works Inspector and Prolect Planner pnor to final construction. 24th Stre, t and EtMoanda Avhnue r4 + cm in C) Ettwanda Avenue z on Tre ct 143 Oft ft Imp rmv me rft CD + See Sheet No. 21 F ES,�I.q Special Note- APPROVED BY DATE WJ 3E CITY ENGINEER R.C.E. 24PS3 Ettwanda Avrimue ROBERT P. KI These plan bei gRrepared assuming 24th Sftvw impmvemenft pfoposed by Tract 12659'liardo ther?CGWD Water Treatment Plant are not existing. In the event these RECOMMENDED DESIGN N C improvements are constructed, these plans will require modificiation. RJS 3E- consultants, in 1 1 AF z- . �I 24th Street t C. 1114& 111P , 1"r-dc 2r CD 40 0 40 so EXPI ES"f!r D11AWN 1355 E. Cooley Drive.Colton, California 92324 a See Signing and Striping Mans for Etivvanda Avenue and 24th Street for signing and SHEET 1 40' 1 (7 14) 82 5-2 12 7 C, Cz 311 31C� striping deterils. CIVIL 3t 51 scale feet ML-LM-SAS 13 OF 27 40 0 40 so C5 It W OF R.C.E. NO. C041341 W C, 1"- 40' CKED DRAWING !Nj(0?. scale feet ELY DATE 71,�110 FILE NO. 5' 'Trect Sheet of I DRAWING NO. q0 -g,Z_9 - QP' 1 P- (` = CONTROL NO glib �jp9 522 ' OVERLAY NO. 09 3l( tl• (i41F - B. - UAIf Itl• GATE Release Date P -V 1 2 0 . 7 A a ^ E- --- SIDEWALK o a M - BENCH MARK NO. 148-B 6 00 V4� - a PVT-17201 VC 'r o ',�yE, / ,o•, ��a PVI=20.1'4 a /�� EXISTING GROUND 4 CURB I T STANDARD BRASS DISK IN THE NW CORNER OF A r PVI 1701.29 /� U m, + or1 a /. + ,... j _ / 27 t . I 7 r # dry � r o 4r- I H U E• �' QF C 6 2 2 .2�% SIDEWALK a ao 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE 4 / 90 m o C' ® Lx '�, iPOR 20' C �u N a AND ETWANDAAVE. 66CULVERT AT THE NE FEET NORTNER OF H OF NHDE C/EL CbR9 1ttTU*N ►' o E' T PVI=31 . 10 rn J D J 4 0 _ 0 v+ tv ' . i.4' �`o - PCJR a00' V� E `` U �` OF HIGHLAND AND 24' EAST OF THE C/L OF VJ►RY Ct tB AE2GH'I' L=54. 96 PV 3.42 ; o En •-+ _ o �C a Q, > � ETIWANDA. r TO MAIt�TA#N 0.4 r S:IDE`WAtK e, q C�4 /� .� N s` = „-o ,•, -` G,A},UE .. 3 N ) II;/5 q IrL GRADE N 25 VC b �! 9r O� .a ., N IISIJNfiIC�iL p EjT31SK U t` o 3 I P1VI-9s;eo- 0o �� . � * PolrrTs o N M v 2 •2� �w um ELEVATION = 1432.612 CA 4 3 9 D ' .�► �n ) .�• 'i" y �D �►t E�POINTSC�t�. �, o �' �,, N cx r- F'g { o o M 4 o h N 1 j o `} I Er1 E+ Eo; S► t o o E.y► N d rn N o .1 + of 0 / G J H -� N I N �, M . I� t `S POk 2iO 0 pC` r '0 o Q N . +a r I V N p E W 'a' En G U N E a �' 6 PVI=20.67 c c " a d I �"' ,*., N� � E. N �'ti N pw M g} e-t € N fD E U o .-+N U rr •1 V t I 1'. IRA • �, �, ,1 U�. . + °0 ��$. -' i * PVI=20.67 ,.« >ri r In /%3 0/9! . eon H ry r ac1 +F Eo: ��1y /N '-+ f 1l:XI$TI iG GRdUNb t C�L + i Z122 �I?i �• ^ r m in t" rn NiLn '^ - �' o /, a i 1 cn 2 .2� v I + / c / I ( yr �j u �o r �' POR 200' V r , b• Fn CY eo �' Ent- + ., o C, I �� + I7I9;T5 �' ! f N c oo /. 1 IIS> 1a>✓ 0` i 00 93, 73I• f� ��, 0,0 La$+ CS3151 6' l. r, x . 1 r' '»• �` -"`� N : i , ... 1 27t' 7+05 .75 92.S6 171` E� oI3 Tj,s>`AI, �y � �'. �o°'IDEIgTTCAlg J• r+, a i o ,�m 3 tZC*L bEPRE*SION� 50' VC 16+91.75 *r+ I R G v c °'' / �,E 6 h ,-� �, POINTS o o E- N . r PVI= 3 35 92. fl9 F r �, a N / o t<. iCr 7 3 �' c E9! EX Nth t31OU1TID N i /� CTRb I r acn cam+ m o � � Utn I �/ 4S c v N►11. •i PVI*Z 0.7 4 bpi En h v ✓. A.� JO, I in H p[ y � � fy N� X Z •2� � � x in �` /t4 in 6• h / o / x vC% . W f N o c 4-4 t "� f POR 20> ' VC i m, o 'tC(R; � 1 .. _ . ' O • • • , • yyI r 1-4 + i • M - - c � '. / {p' tCAL F+OIN'I''S N i ID . r, n + '` in r' � IDENTTCAL �. + i 1 EQ N W. ' ' : ' 01 in . x �b ,POT - O O et N / E .� tf t } 1 o '4� T6 : o ,or N / r I I aia POB Y : sr .C$ 3 r+ N .Sb I b+ r t .a N p V 93.4 E-E o In l x ' i CURB RETURN U > - o o' • L=54 .98 / 0 4 c / p M Ertl U "-a MF» Eo tn i In � .� + 0 Ln ae } ( , . < t6qN. + En N i-E `fl ri F ( E7l o ;,�� r, 17l04'.7 9 .4 !' . SCALEI 43 19 (i12.74 , NORM 1'' 40' U % 6+ 7 .1512aoFI. 0 $s + ' i I VERT. �1" = 4' 4.9711 6+91.75 -92.07 TL 16 E-, 17 18 19 18 20 18 1s 21 ,�lt) , 14 22 23 24 25 26 a 4 18 LANDSCAPE EASEMENT Centerflne Curve Data ? * 18 NO. RADIUS DELTA LENGTH TANGENT C, PERIMETER NALI c _ I �( � //p����_M_-_ _ __ 1 8 .Y •• H ti l U �[r�l 11 UOo O O 14 ai ti 14 ._ ,, '''• �� ' �)*6 . 18 k `�� 18 90 625 . 00' 50, 11 , 001, 547 . 42 ' 292 . 66 ' .� LANDSCAPE EAS£M8N'T _ e'+ 9 - o� u� ♦ 3 N 18 ` 5r' i i - _ - - - - - - -• _ _ _ - a x ` \ PERIMETER WALL � - , � ' �. � 18 Curve Data NO. RADIUS DELTA LENGTH TANGENT ' 90 •': "/ ' -T1 - -- - - - - - -� - - _?2 1 `3 �; �\ ti' t , 16 35 .00' 90'00, 001, 54. 98 ' 35 .00' 9 x F+ 89 593 .00' 50'11' 00" 519. 39 ' 277 . 68' • ' 91 657 .00' 50*11' 00" 575 .44' 307 . 65 ' 19 � t�i ,?A 89 _`� �3 26•Z'1 \�� \, 0 O• a (A18 45�SO SEE SHEET 27 FOR 14 s �+� j N _ - -� ev 3 o PASEO/GREENBELT DESIGN 1 6S -_ T T _ 7 2 z11i� (LOT AI 'rQ. �` K1 / // `� //j� �C,C'� p •`,� �►� \`� \�� WSW / / - ` ` _ N N/G ACCESS �s °�,�'� 14 ` S4�`' `` / I.= 1 64 . Ao qq, 3 o W x ?o= 'l RAMP EASEMENT 's •s �1 / // S�G95 Tic / G G� � 'j3 � '�'i ` _ 21+)7 14 1:) L, ���\�\\9'e �R ESS Z g �W m "I �� 'L1 x�1• // v 1? �`�/�/ 4 q3�' 9 \ 9 3 6,3 , '\ �\\ rrww8 U� ' ' = a �i c O. 11 � \ // ��4. G4,4 j °5 �6 p o \ �'�,? _J �,�ti. EL ".0 9 0 �•� / / ti= �QQC�� �l0 377g �• ,, 5 JAMES KAVIANI W W <<g `E� 4.3p 13��� // 99. S �° lltc�s (Future) "i 6 g ~ Z m S / / .ed 99 Tc -.zb 14 `� ,� ` e ez " ti9 ' fz NO 29329 0 Wes~ CJ �s a. / 7 / �'� r ti 4 22 \ Z- Uj * L-)r.3 i1o3 \ tj Z4< 0 m cy�� 1 �' s 11'� tiU 4 =�1 °.r 21 14 \ ""� lglf,YF UAI 0 -� _ u 3 J',f / o�F 3 / 9 CAS � �ELvC/97� 5 2-o-r s l fl ✓E LC .J lol °° " �� m �,� ,� 24 I QR IFISS10* l31 RF.AII"E 24f'ry 5 r -ro"145xo N•9 G�G -ye_�' J� 10 �C4 14 �� ItITY o �cA�cf' DESCRIPTION OF REVISION DATE APPR. oom=== / p Fs9� 6y1 ��' BFRTP �IN CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES: _'_ m \ 440 pt I EASEMENT 25 8 O 4"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) y- ` ,�E * EXPIRES ��/#/ � y= o�- t A O U j W S¢ _:o _ �� E+'S �•Z� 8g �x O�►J, 8" CURB AND GUTTER PER STD. DWG. NO.-"!I' 104- Al-8 CIVIL Plan and Profile w--.u> '• o W W= 1• S� �)� � gc 9i �'a. t �EE DETAIL Al (SHE 2 ) d► g H•C.ACGE55 RAMP PER STD. DWG. NO.31•e- 10f- � for W >W.M.W bx7• TC 7 ,` > FOR GRADING AND L nG / O OF CaLiE�R d ¢ L ,Ix9 f �p s •� INFORMATION - O7 LOCAL DEPRESSION PER STD. DWG. NO.•64$ 30.7 CASE b Etjanda Avenue zo'W 'L 4" PCC SIDEWALK PER STD. DWG. NOS.,049-8r31-1- I O 1- A 4 105 U zo4s¢yi= a GC1 acyur >Eu ! �y1 'A s Q zIFE)R srv. OW&- Nos . 401-A >� 401-S. 11 STREET NAME SIGN PER Tract 14380 Oftfte Improvements - - W'� � ¢ 14 0'�� Bahama Court Aruba Court 1© SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) � fA=O=N O¢ ti (Future) (Future) 14 STREET LIGHT 9500 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER APPROVED BY DATE t. : t ¢o •51 N=� CITY ENGINEER _ Ls+ '- ---¢ 18 UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2) STD• Dbl(r. NO. 107-A R.C•E. 24953 � h¢-�W== IRE ��_===¢o _ DESIGN - __- - - RECOMMENDED Y ¢= 9`F s Effwanda Avenue 19 CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) RJS = cc tlgW=o; - �� Note: O LIMITED ACCESS CURB PER STD. DWG. NO.-902- 106-G consultants, inc. �► t•�t�/ r DRAWN 1355 E. Cooley Drive-Colton, California 92324 SHEE1 `N ¢~ (714) 825-2127 //� `_`¢ See Signing and Striping Plans for Etiwende Avenue end 24th Street for signing and 40 0 40 NO M L-LM-SAS 4 OF Ei 7 W =�� =a=o R.C.E. N0. C0413at i o 0 0 0 o W striping details. 1EE= 40� - W c W d o=EaE scale CHECKED _ oo� feet DRA ING N0. y ELY DATE G D FILE NO. -Tract Sheet L5 Of r .f J DRAWING NO l " -y C CONTROL NO j�L,$ 31b S 23 OVERLAY NO. b,.f 3 - 4- B, UGT( _- -- Br U4TE �gr ---DATE VARY CURB FACE CURB RETURN POR 200 ' VC TO MAINTAIN 0 .4% L=55 . 33 ' _ PVI=32 .07 FL GRADE Release Date w w U • POR 200' V CURB RETURN `' U 3 -� `_' BENCH MARK NO. 148-B SIDEWALK �' r FOR .20 ' VIC PVI=32 .07 L=54 .98' U � 3 ,au,F, ,,•� ,� H Hat, �,� v PVI=31 . 10 !iD a V m M3 Hsn .-4 n«3 19xT IAG 61 OUNU CURS Lt ,y r o N 'a o N �• �'' �.� STANDARD BRASS DISK IN THE NW CORNER OF A 3 a oo y oo r� 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE o E-c 06 U E+ E-4 m d o o- q - 7 q o tv ,x I:4 +� i ,r; •*�" + ^ �°++'� " os / aF+ z� E CULVERT AT THE NE CORNER OF HIGHLAND AVE. U;. fi E_ vM,' + �., LOCsir►L DEPRESSION o Nam' / o �"� r. OF HIGHLAND AND 24' EAST OF THE C/L OF N, H vt�,n ,c�En ✓ o o Eno% AND ETIWANDA AVE., 66 FEET NORTH OF THE C/L i .5 RG > W ai 3 r a r �; C- M tn + r r o++ ram+ , f .+� E+ en S m *r N Rr �o ter•, 2¢+95.92 17,35.28.FL N 200 V o 3 M. to R �; r • H� { i ETIWANDA. rq PVI=48.24 �� F$ SIDEWALKK EAR 'r°; ud .a o c,� ( 6+8 9 .7 3 3 4 .7 0 1:L o ET en ui + I 1 ,a FN th 4 ' EP1 ,e,at! 7 LT OF CURS 'pN - s + ' cr n'w �- � 6 6 0 3. I / �' < ELEVATION - 1432.612 o •,•i o a H aq f ro �� IDENTIC L )pOINTS �� / H� Ln �, �+ - d 3.64% UQ` a O u 3 d i 9 cv MINI v , 4, q9;� " DENT I CAL PEII N�3 �► ;C v _ o E-'yi FS 0 SIDEWALK w U '� 1, LS �Z E• o � a U nJpi 7" LT OF CURS �' � C v - a "a �j d "-LOCAL £ > PVI=32.00 U 003 L'w L > a o aorn' DEPR8SSION 3t _. ._._. _.,..._ ._. ._ --. . - ..-.. _ 1730 7 2 _ .�i <...._._. .. ta o fitG¢ _ o E-�v1 �� 1� 3 / 2. 2 7 4 . 6 9% 4n u1 H . 1', o to o E+ i� L T M N}a �S�ZB o �. v o ds N C ti� En3 0 �rn`a�, w o -/22s'g3 FINISH GRADS , ` r MLn . o 0 TC LEF�I 200 C Z C C tV A j p rn �4 0O + i ►+ to o Atb + 3 + �o A� ' p unto ram, vet r Ln rn j A .,o { 0 0� a,_ 2DENTI1r!►F� a� •r d G1� ID1�NTtC�1 o t`o+ '� v, + .r r / POINTS SASS ' POIirrs i o i ��> '�+ M. N rn EXISZ'IN(# G1QO ! C/L i 1 0 - r `c M ""n a, N M >n t« i } o �' er d 20�0 VC a En sr o a WF++ �z H. ' �,AP PVI=48. 1 0 / tn N ' ! Q II�EN'f'IChT, �POINTls Jr N I` t f c't H' e:7 o torn f r, • + _ ,{ �/ I D*NTI CAL rCp 1 U � cr a t * o -�.�. 0 1D ��• f a POINTS o EEy� © °�° '^ ON ,✓ C 11- s CIJR$ >!#ETU RM V I 0 . u 10 wm .� S' a� "' u' I /- C,RAD� L=S4. 98' o`;+M `o is v �� > *` o as / rn M ti H E, _ __ _ _.� _ _.. ®. _ . _ . ..__. _ . ._._�... .... _ ...a .._.. i S < -__ _. .._.. ...... ._._.�._. #730 C..fE _ � ,. ��z ... . .<.,....w_, . �_ . . < . ._ .,� _....o .� �. ._. � ......._ ... � < M _ ... __. �.. _. � � . . - , o � _N< <h �� � t .� 2.2 7 ,i C L B 4 9 8 'IRETUPN- v + ° 1EZ�S o / r^ ,p�� @ G �" Q, o °`' �,- ��' Ln POP ZO O r V� � � tn� U M` O N O O d+ O GV �3'L" U� p I PVI=32.07 r � ' u Nrr�o _ � •• w M •E+� '° cs' ° I cm � o U F+ N A' v+ v�• O •� °' �o Stl o N� En E- W41rh 3 F+ Uykr i N �v + H r IDENTIC�iLi earn / N_ V . M rnln r o N POINTS an E+o u _ 14 .e- M innr,, LOCAL DEPRESSION 1 ate En m vex I pp °� r tIR e vt rr ` { +ram + 1 200' VCI © u ,r ' iDENTICAf. PbII�T3 N '^ { +'F auj dr Q rir+ '2 E PVI=48 . 2+4 ►Mao 3 V3 H � d Q 2 6+86.4A 34 57• FIx &;aCI TIBG GROUND _• i► • c.rs c f'c" M t 0, CURB RTin ,� o o+ "r41Pam'`", ,� v► 6 S9 2Z 3. 4 f /" d + ..�; � l g �,m + � /: 2 �} ;s , FL r I DPNT I CAL u o tn U1 �. G a �- E O INTS EA oo E•+ f'' C I 1a G i 9 f'r E+ t r I�1E3QTICrRL POINTS L14W / 4tA at oorn Y�`S '� 8� `S _ _. 1730 TC Jq � ,� - 7 T� f T - o W 6 w 2.27$ ! o ;� r g �i u c. o E'er ZG v, gZ© z.27 o > o aocv .� ti IDENTICAL u % + �"� Atb oo a1 En M ul A4 0 E+ FINISH GRAIL .9 TC *1G11T � � F a�� 4 0 /o v3 + . . W. G�' POINTSa N oa �o�c rt I o ff cn N a SZiSS + c a l + y' O (GPM tn i SCALE: I }tORIZ 40' I # NERT. ' _ +II , I1 25 0 18 11 14 26 27 19 28 29 30 31 32 33 o .~j A/G ACCESS +ibr 5�r p ILANtP EASEMENT U �h : Ea PERIMETER WALL _ 7RQC 11 H0o iM 230 1 18+85 ti� / LANDS E EASEMENT U e 19 r Future) • �; /� Non ) he h ry ry 60 N et L9 * 4 3 18 > Y:, 9 r� er/oo� N e a I 6 '1 ry19f LANDSCAPE EASEMENT � q RG I RCR 81 14 U lnlG,1�� 11�J�o U d 14 h N .1D Cerlfl'fl►'1e �iUlYe Data 18 a N .r oo - --- �[ NJ� in U NO RADIUS DELTA LENGTH TANGENT mo= +� 3 p q� �I / 9 r��� - 1 18 14 18 �� + u H/C AUFSg `��---J PERIMETER WA:.: AN''� APF f.AtiPMFN p� `0 - 101 1050 .00 ' 31°43 '03" 581 . 25 ' 298 . 28 ' W JW�� ---- 17 AAMPEASEME ^'� �� ,^ ^�c Zy q o=a 9 JV5 0. .1 . c� ��� ��,• • 18 , E _ _Z Z.W' 20 - 08 s 7 31 - - - - 3 tiG _ - 31 U a, °X o ! aCR-S• 49, - - 15 �+' 7 -_ - a 98 PROP WATER' - - - - - _-_ _ _ 6�Op W W �`g94 __ � --_ - - - - - - ---- - - - - 1T �BAIN- - -- - 3� 1 63 76 TC -- l/ `/ 3 -- . YO Uj o _ _ _ S �¢` _ N PROP SEWER 3 /C 'A c� a t C La r=-< qq $1<'S E71 V, W Z F =o i at00' �� q V / 'S� "+12 SEMEK 7 _ 4S - - -- 5 h v H /` U 12 -Lt2�• 6 8 .- oo '^ Z P CITY / �--- � o DESCRIPTION OF REVISION DATE APPR. o m R o 9 oW= J 04 7 - h - CITY OF RANCHO CUCAMONGA CONSTRUCTIO NOTES: s 5 y= Plan and Profile i 11 1O 4"A.C. OVER 4" A.Q. PER TYPICAL SECTION (SEE �NEET 2) 14 QpfESStpN y `e ` East Overlook Drive O l04 Al�� _ '��Fy fog W J J W 3 8"CURB AND GUTTER PER STD. DWG. NO.0+ ` ddd�m� (Future) Efivanda Avenue J y J W O N.C.AtCE$S RAMP PER STD. DWG. NO •ct9' 1pt y ROBERT P. KIN 2 40 0 10 e0>Eh�olL a Cn _ o= (Future) Effwanda Avenue ,��- .0� � -���CC,_ O7 LOCAL DEPRESSION PER STD. DWG. NO js4�' 307 GI�.SE � � -No 04 stole feet =o= - � � � Tract 14380 Ofrstte Improv+emertts ry 9 4" PCC SIDEWALK PER STD. DWG. NOS.9�•&&�l r 101-A Io3 N 3 11 STREET NAME SIGN PER STD. 4 EXPIRES SGL_1�- _ � - owe. Nos. 4oI-A 4ol-b Curve Data vzps` t CIVIL 14 1 g 12 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) APPROVED BY �� DATE ` 14 STREET LIGHT 9500 LUMEN H.P.S V., BY SCE. PAID AND COORDINATED BY DEVELOPER lgJE' �iLG R.C.E. 24953 W w W=h=m W O OF V .c%Q� NO RADIUS DELTA LENGTH TANGENT CITY ENGINEER 2) .511D. " T DESIGN -_- -_ -_ RECOMMENDED CL UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET piJG. 110. 107'A 15 89'29 46 54 .67 34. 69 - - - _-_- LLW 16 35 .00' 90'00,00" 54 .98 ' 35 . 00' RJS �'3E = W a=d W 1® CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) Note: 17 35 .00' 90.34' 21" SS . 33 ' 35 . 35 ' =_ = = = consultants, inc. pH=a o� co " =d _"' O BARRICADE PER STD. DWG NO•-49-1 AND TEMP. PAVEMENT PER STD. DWG.-4@5 1!jZ 98 1018 .00' 30'32' 30" 542 .65 ' 277 . 94' DRAWN 1355 E. Cooley Drive.Colton, California 92324 SNEE1 �u ioo"=z _ W` IV-A See Signing and Striping Plans for Etiwanda Avenue and 24th Street for signing and 102 1082 .00' 31.46'46" 600 . 14' 308.01' (7 14) 825-2127 �o:3o _ ML-LM-SAS Z, =o 0 o y striping details. 5 OF 27 J t O O V z U y--_ W O... -o CL_ - oo CHECKED NO. 1 1 DRAW/ING NO. y ELY DATE 7 6 f0 FILE NO. Tract Sheet , of J ,.w 777 DRAWING NO - Jk CONTROL NO i OVERLAY NO. B+ DATE B+ DATE By 04TE Release Date BENCHMARK NO. 148-B IDEN7 ICAL ~ PYI= 767. POINTS PVI-1779.28 `° W I STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE # o Ir4a H,GH + `° t- m W 66 E C/L CULVERT AT THE NE CORNER OF 9 9/ 14 m 4 U w �'+ ., OFDHIGHLAND AND 24' EAST OF NORTH C/L OF /3 un 0 T T ETIWANDA. . as C /+ o+ W T � � IDEN'tIC1L 100' Vc: .� �, :� as I N F POINTS r E /( o * ELEVATION = 1432.612 , < . rn xq r rEtA CO 0 r N O n E�1 �'� «4 + ' MMir; men � �n ,,,t @ �O + n oo o _ `O M � + `r° Gg4 0 � ter, ,� ter+ � CbRO ND @ C/L n + o � 5 '. G rn + SZ�� c r+� GROUND @ C/L Ca An ^ > ' ' �r PV I-'17!k .4 3 + o / I f 00 PVI 76? 91 4A9 , . . , , . < 04' a/' > I . . . , . GPOLLYND @N I o w QIJV f C >E 4 FU+~ w Cr O 161D -VC n � fn n �o �f*V P'VI*17t9 1 !R1•� 1Q0 ' 'VC - + co V. P O+ 1. + Obi i < < vi I al °� rn 6 � l IDEN'T I Cali+ � �*► `'' "' T r }Sv + 1 POINTS + a0a rn G r E Am ,.> �. �. Lh I ro oo, �• � t N En n 4,G _._ .. T'' �.. _ ,_ ._._.._ _.e_. _... in N �,gti9 a -4 ~; M C'll POINTST14 Gq + a lI I N to ri �S M � '4 @ O0 CO r+1 � n+l 1 i ko - H + PVI= 767.98 q �o r' 1S W m 1 ` 8�0 irC n � 1� , o � , 1i# En ;t [ E+ n © G } E� M n 6 m -4 POPOj IDEBt'tICl,L '4 ' ' 1 t '�° M .. :• EM POINTS 1 G , ` s` , 1 _ f� .� � oT I j . G p� M Eons W // . `n + a + coLn 1 oo r, LLI co O � r� ' I in En ro ; M ., I W CO + co ° W h co -* CCT- � + O o`, In h+ # 32 33 34 35 36 37 38 39 CONSTRUCTION NOTES: 1O 4"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) SPECIAL NOTE: 3O 8"CURB AND GUTTER PER STD. DWG. NO.-"11-(04 A2- g IMPROVEMENTS UPSTREAM OF STA. 33+96.65 ARE NOT TO ULTIMATE VERTICAL DESIGN AND 21 2 x a° REDWOOD HEADER ARE NOT SUBJECT TO REIMBURSEMENT. ® 8"A.C. DIKE PER STD. vlJl.• No• IOh (VI-8) Centerifne Curve Data O REMOVE EXISTING A.C. PAVEMENT y y NO RADIUS DELTA LENGTH TANGENT X �� � � I00 ;050 . 00 , 19003 '28" 349 . 25 176 . 25 ' ae -- 0 '0- x~. �ti z ~m Um, F � z N = ,�'b y• � N W it 3 o ~ ,51,�3 a w o = v=W � � z Curve Data _ Z S c S ES E+ w w NO RADIUS DELTA LENGTH TANGENT t d P4 a W R y (A =mod bry h I w q aA 112 1018.00 ' 19039 '39" 349 . 32 ' 176 .40 ' "0. � � � rn � �v oo EI 113 1082 .00' 9057 '03" 187 . 92 ' 94. 19 ' 1x 1 o fx U °�> � l� S� �G 1 In + 0 w O EEc � a: C� .v Fn -� w 1.1 was U J d G b ----- W w<�g �� ^ E-F N z ,�• ---- - - - 22 C W o5� t T = O d — ` � 2 W 2 0 �L EXIST EP 'D A z 2 CL EXIST EP CITY ti 2� 2t DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA Y r<O N p JO<!< 'w Y o J V Plan and Profile for W W CS;i J W J V n y J n �, ,� Efiwanda Avenue Tract No. 14380 oo:`����: p Z VW W W W W S C YR0 SSInN�I Stations 32+25.42 to 39+00.00 _ to APPROVED BY , DATE Y �ywSmC>'.,os z < O ROBEIiT < Etiwanda Alvivenue P. KIH CITY ENGINEERR.C.E. 24s53 No C 04 �, DESIGN _ _ RECOMMENDED ,ExPI ES 40 O 40 80 RJS ' I __ 40 _ _ _= consultants , inc. l• 1tr j; E7 h=i O f9 11 1 W Q ft CD;O 2 J _ --.-. _ ._. .. - _ - - `j¢ z`tO ` ;/� CIVIL ♦eet DRAWN 1355 E. Cooley Drive.Cotton, California 92324 WFI W 4700<<2 2 0 00 pz;J ,�.��_ (714) 625-2127 7 J i p CD 0 0 0 OF t¢=H r W = V rip a' - - - - o¢o=. OF CA EEO•_. -LM-SAS IUuoWd•-ci>E �>E ooi rn H<J=J CHECKED R.C.E. NO. C041341 DRA ING N0. ELY DATE its fo FILE NO. Tract Sheet - of -1 I44A41N(. N( q0 4 Zat P5 Zc. — — -- - — C ON I ROI N0 6 I42 OVE RL Ar NO 1&83 9Z Release Date q0 5 HANDRAILING INSTALLATION NOTES / BENCHMARK NO. 148-8 I. ALL POSTS TO BE EMBEDDED IN RETAINING WALL BLOCKS PER DETAIL HEREIN. 5�ert_ STANDARD BRASS DISK IN THE NW 2. USE A NONSHRINK GROUT TO PERMANENTLY HOLD POSTS IN o BASE PLATE DETAIL st PLACE. CORNER OF A 4' BY 8' FOOT DROP-IN-BOX 1 Z 3 ! I M I C LiC I u � FOR DRAINAGE CULVERT AT THE NE 3. MAINTAIN A MINIMUM CLEARENCE OF ONE INCH ALL AROUND N.T. S. C, CORNER OF HIGHLAND AVE. AND L ! l.Z I I q WHEN INSTALLING POSTS. '��/f,� ETIWANDA AVE., 66 FEET NORTH OF THE SIS 9l ��aD TV I I ��'/Z \ CC/L OF/L OF HIGHLAND IGHLETIWA N AND 24' EAST OF THE C - — � fw,e o� DETAIL N C III/3�9�_� Po�T PtR TYP. EA. POST N I ��8 �O BAs6 �A� i' o�� lf4 - l� a/A/� Pry �°' rye � ELEVATION = 1432,612 101-iD DIE-7 2�22/q--- w CIO rr L�_ � _ 6n _ 3 \ I' & 3�5i ; .1.'s/3 r LOT 20 _ s�v��x � '�'c- c � EXISTING PERIMETER WALL EAOV. MEANDERING d 8"019 W/WROUGHT IRON FENCING SIDEWALK is TA fL 10 6' 4' --- - 4�rGoa1G. 1f101<(,dl�L/� 21 �R�mr R y �` v .: t�F . h -�g' h EXISTING r 1 oump Ak "' r5o GAP QvP�S Z' o 5� SIDE WAt-+( I I • �- �, r HANDRAIL . DE1�AIL d� ���P r5o =� as'To 4c' METAL FABRICATION NOTES SCALE: 1/4"= I' 1. CONNECTIONS TO BE CONTINUOUSLY WELDED. Q4� aP k;I'1D C ti 2. REMOVE ALL ASPLATTER.SL G AND 41111Q� 1 3. ALL TUBING TO HAVE ENDS WELDED CLOSED. VARIABLE SLOPEMAX P P 0' TO 2.5' RETAINING WALL 4. GRIND ALL WELDS SMOOTH. `�P � � K �o - P 5. ALL STEEL TUBING TO BE II GA. UNLESS OTHERWISE SPECIFIED. �� G� ,�� 3qa b^ a �' 2� ETIWANDA o �� 6. PAINT ALL STEEL WITH ONE COAT ZINC. CHOROMATE PRIMER AND TWO �5 �•� 1 / ee' �e It AVENUE ?�� 'h 6 Tp COATS OF RUSTOLEUM, OR EQUAL, RUST INHIBITING PAINT. COLOR �+ Q��' Q` ` tit q% ' /Nz rrt '•'• _ r"' TO BE DETERMINED BY REPRESENTATIVES OF THE CITY PLANNER G p► A / AND CITY ENGINEER. a0, 1hr T. PAINTING SHALL BE BYELECTROSTATIC PAINT METHOD.- i l v //C � —� ,�� / s Ala SECTION B— B 4 \ / •o.s 7- 10 !, ,sT� �-Po` 2 0 �. �! ,r 2,0/NJ i r •a �Ik P c1 i 12 rA, I'� I r 1l I ,e*/A.5 � o4�,� �' 0�G �r a P�'` A NEW PASEO LOCATION �j fEBOVE- /gyp ^b a >164 J7307r✓ \ 0 KNOCKOUT SIZES L J, ��t( MODEL No. A SIZE WEIGHTS MODEL No. B C 7 It�VU DO 18 'x 18" DB—i818 II" II' L k� t•�>=G '� h�1A �� P�, NEW PERIMETER WALL 8 BASE EXTENSIONS =715 IbsS per in - r ff- <+�� PER GRADING PLANS 5"WALLS PARKWAY GRATE=50Ibs NEW PERIMETER WALL .. .. ., 30 TRAFFIC GRATE= 90 Ibs 9 qo �5 PER GRADING PLANS 2 h gF4 HC RAM/' 5'-12' 5.5' IQ' — 20, 13Z.HAA#>,4/4�{� DETAIL B Q L e m •G�-.'.. 6 VARIES � � VARIES � f. LOT 20 2-5 VARIE 6 10 a LOT 21 TM ' NTS ` - r MEANDERING � VARIES /off, 1, 1 3 SIDEWALKdr IK /rr.3 rn s 01 0,3 Tim' 3 1� .�0 dot 6 •I `� p•� �L S rLj ►Ax SECTION A —A �,► N.T.S. CONSTRUCTION NOTES: O9 4" PCC SIDEWALK PER STD. DWG. NOS.-34 101-A 4 1o3. o� 10 CURVILINEAR SIDEWALK PER STD. DWG. NO.-804 114 � '� • 8"TO 4" X 14" ADAPTOR PER 16 CONCRETE BLOCK RETAINING WALL PER STD. DWG. NO.-et-(SEE SHEET 2 OF 2 )VARIES 0'-2.5, ALHAMBRA A-480 OR EQUAL DRAIN BOX PER DETAIL "B" THIS PACE a E 472► 7L / oie /� .�o w h°' � 4" X 14" PARKWAY DRAIN ® 107-A 96-sv FC. ,fib' 1 S• oz7� w q O TO CURB ® IS UNDER SIDEWALK DRAIN PER STD. DWG NO hh �� ® 4 8 PVC TUBING t` 23 �'�' �� ® JOIN PER DETAIL "C" THIS PAGE '� _ �2s 1a ; PtRIMETER WALL J0 y G� a ®® INSTALL HANDRAIL PER DETAIL HEREON. HANDRAIL SHALL HAVE ENOUGH .t ` /077 7W PER GRADING PLANS v h o DETAIL C MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 Ib. LOAD. Fj`^_ `I',3, 1 rF o !9.// 7w �9 h 2 v 2 W ac S W S W AP I b tg f`. I rf f� h N T S N a IL 4w xx Z i i n> 6 Pow / 138 * M r p /S 70 rw - t� W o°c \� I'll. o rw oO.i(fG. isae O ec an d O 12.// �p an N N i 03 r� _ y• ` 9 �1 f�' r] �7• �O d' tV i �i m 9y 3o TC � _— � � o`�r o; '" . r W ,�S 93,G3 /� 2' �� �7 i' /Z/ , !z' �2' z' /z' °N � �I o 1 �1 1 �y � Z �i i 1yS1 !!•� 7 � o j� s� /B.11 Tw .0 / ZQ Lo < F 96.3 3 ' ?, /0,77 7'w 1 o : l/,yy TF u 3 n FI/G ACCESS 5 03 r 1�4y� lfi 'N ��^ X �.>rs., ,�� lo' Q���SSlO� s PERIMET WALL '� RAMP EASEMENT A b• I � ^� F� '��p •rw PER GRADIN LAMS ".>r � � RELOCATE PASEO PER LLA 4$9 �_Z 2•� Q�� 1 �s JAWS KAVIARI � DESCRIPTION OF REVISION DATE APPR• r ' �` 138 1 1B' b. 22 ���► ii m t o y 16 ,a ? / ,N= zo' - 20 40 IN CITY OF RANCHO CUCAMONGA . . Zo 0 W M f t¢; / �pC1Yll 0� stole feet •�}, 'y q,.z os77 -F o PaseolGreenbelt Improvement Plan TT 1¢. �; fb. 9�,�7 rF � \� for e=< i • �- -lip - ♦ !"> (� Lot A o _ �f� %s F� ♦ 36 s: Tract No. 14380 4eA 9 VOID QRj EssloN s �yg hY .. 0 � y c. 9y 93 7� ,y s o=``o �`@ 9 y,z� f�• '�, 'y'S 21 1. 1 ROBERT P. KI s APPROVED BY DATE r' , R.C.E. 24S 53 t H W - 4ILp C 041 CITY ENGINEER F _ �o � _�___�� � � � DESIGN —��. �tECQMME�NDED W ' h:do. EXPIRES RJS s ,� � •�a a;_o�- � MONUMENTAL PILASTER _ _ consultants, Inc. SEE SHEET 2 OF27 ,y fa 0 0 z= CIYtI H= Q �Q. DRAWN 1365E Cooley Drive.Colton, California 92924 Sf{E EI (>>a) e25-2127 27 OF 27 LOTA 4 ?, pf G ►'iiV,> ML-LM-SAS - � R.C.E. 1/0. C0413tt �aq8` CHECKED DRAWING NO. H V t Z U ELY DATE FILE NO. Tract Sh€at ` of