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HomeMy WebLinkAbout1309-1P! ,�. h let M1 ' `` IU Z 12 a cL Li a��> y�N o �O Q W �k O\ O vi W z LU y �0 �� t/� •• N �L h Q a a a) N w E- w r.. < ta. W . 41 • -- - -- CL Uj h w of ' " A. I f✓ W d i 2 4 Z "'' 0 VAR1C7 w a �. N L V b V ea ©\ p n I c w o o X o., N \ 0 t % I v " N h t3 > °' o O 0, er to ° m O U A C 6 N✓.4 G er C }. o Q O I n o +' t0 > t° \ a 3 > w m °' + , I >< c V \ + o + o u y \ E J o c) o V) I > > _ ~ z o ♦ {� -� Ch U � { + E �7 W rt E U + E Z 0 0 4� �� �/ R d' �0. J �1 ` r a\. \ 11 ° a `u �s v ov .0 co• O ar 0 0 � � E E v � 1� � �' D E T A ! r� � f -l. C, H 1 N N ti to r` u7 O �• eY a tD p - M zt .� 1 •.. !' p O M a' N M IA O N 9��`� ti tL '+ '}' d d V I� o) 3 t - 3 + + + t`. p �. + + + N o a til -F• + M -I' ; a0 i- t N + t0 ti r,• + + + + + + Q + co co to �` +1 ca , ti ,� , cti 1 a� t +I C n, V ! ' a I 32. 0. � `r "44 �0 235-121-27 ;� 1 235-121-24 ,� 235-121-25 .235-121-21 235-121-20 23 121-2- 235-121 33 235-121-32 44 0� If 101097 I 1 /� '�) f i /I 1 /D7 - /8 921 / 401 51 651 �� '65 1 %J V 651 651 65`11 74 1 I • i 10 _ - - ► I0 F' O N ` I Z — r _ - . + . _ -rte , •,,.,.. _ , __ _ -R gliq t to { \ AV NU —77 FC •ter•—r---• --T--s T++„ — .r.,— -r—; ;,-- -+... TA -r':'."- - \ ,\ A4 AN `i.. •— r— -'z--r 'Tiff. —rr—*- TTS . • r ., •• r .. T� 11T •., , , s. .) — �:, ,i >i , . ; t • •. .1. r .. •. • . , t c . r•. • g, ! • �. s'' • •: ir' ' ;;.i�'- , .'•r : i ,_,vi = S >:L' r.�� .10�41 r— —� I t 1 11 '• , ` 1 1 1 1 1 1 l*y� m ! - N >• ii 111 �;� 64 64 >< 50 50 3 r 77 70 82 28 3lip BM- CHIS ❑ ON EAST DROP INLET NE CORNER POPLAR AVENUE AND SCAN BERNARDINO AVENUE ELEV; 1123.13 z N,w /" - /P " R G P I DEFA/L ``A'� F -o rz. D E TA / L S S E E 5 -ra , /l0. 124 01VCz. Z E I AlF,0 C I A14 RE/At PCItzcc- 0 UV1rl-I IL4 �o"v.c (/�aTr! WAls1 WIM 0" THICK TOP SLAB GENERAL NOTES I. Water meters to be relocated by Fontana Water Co. 2. All work shall be done In accordance with these Plons and the City of Fontana, Public Works Department, City Standard Specifications, dated 1975. 3,Construction permits shall be obtained from the City of Fontana Public Works Department prior to beginning any construction. 4. Manhole frames and covers to be constructed by the sewer contractor 6"below finish grade and upon completion of paving, the paving con- tractor shall raise them to finished grade, 5. Adequatie stakes shall be set by the engineer to enable the contras-- for to construct the work to the plan grades, ,k J r 9791 9775 9769 9759 97¢7 3 9741 9729 9715 9707 'r I 235-141-11 235-141-25 235. 141-24 235-141-13 2315 141-14 235-141-30 235-141-32 235-141-31 235-141-27 w _ i CONSTRUCTION ONSTRUCTI N NOTES (D Construct 811 curb 81 gutter per Std. 101. a OD o cj _ Ee+= t t►et-4-tMie4�- e �/'� _ _ -[�} 1` p r�tf1r10�-qtr• N. I. C,:. z 3C t •' S +�• - rN I - 0 ice-• ` Il 11 ` °D -'0 N 11 N' �' ` M 1, M \ Q3 Install 2 1/2 A.C. pavement per city Stds. 3 on San Bernardino Ave. (SI-�auc oel rz t'%147Gt4-ttt,� z o m N o 2 o o 0� o 0 0 -- existing-pavement--vara-thiekness, as -shower -- G. p +-E > > d q > Il > .. > a t o a a' 3° a `� °- 0 3 0 3 0 0 a o o o a 3 h / 6 Construct r sidential Drw per } U o �Rove-an a repave-as•per`pl©n Std, 10 r p fes• O N to ti to m iA t7) O O N O N �• 3 l i Oy i� 3 +' * W coN 0° rn Nti a' M 1 RESIDENTIAL DRIVEWAY DETAIL - Raise-sewer-manhole-€rome-81'eoveF-to:§rade - + #- + + + + + t i + + + + + + 1 , ' M M M M M d• d' d d' �!' ,� to 1!? {0 to {D O ti � � ®Native soil compacted 95%. 311 321 1 Exjsting R/W 301 1 3 -32 32 Q Match existing Drwy at the direction of the City Engineer. a 20 201 �, } / Z�' 201 I 12' 1 25� - 20 ?51 2;1 3 10' ; ' _ 20/ 9 CITY O FONTANA, CALIFORNIA' 0.5 2 1 DES16N 9000 �' 21 PUBLIC WORKS DEPARTMENT N.I.C. 12 5 / 3f40ATT01 +;o - Z N. I . C , � 2 / 4 -- � N . T, S . • - \� faMVr1 : , ' 6 _ �'� •0 %. 6+ _ - y — --�- by scale: , � � � •___.� ,,�- - � ,.h�, � ,.�: .� __� - - + - STREET _ NTS w 7� - - •�.: • �vq.! / � . : -��,, � _ _`�=------------- _ : H Fall rt As Shown , / s 6 2 , . .�, _,� _�,_ __ J POPLAR AVENUE , __r J 1 Traced by: Date: ^�` ; S/b SAN BERNARDINO AVENUE ... ! 1,1 I ` • $TA: 7+7'1 TO STA. 9+G2 �� t f '`� 3 -'' I -g_ 6 1 ` STA, 3j.�40 TO STA. 7+00 � © lop` " IA16 Checked by: . I Dr. No.; �/.cic✓ Dewy, 92 96Ie-ArApproved; U515 5?o, 124 (01309QC ENGINEER R.E. l932NS I / .ti i • r e•^..A. fid. _ YF y ` e a