Loading...
HomeMy WebLinkAbout3815-12 42 16 0' 41 :n' V•/U PVI=111+:8. • 0' C • 111 6 0-8 . ' 9 ' VI - 1 16.:8, 1 • •5. '0 1=P_3 % G1 5.•3 •2= 1. 4 Ki • o e2=•.5.% •9.•1' OC ' '' •1 m1 . : Q ■■■■■■■MMEMME!'�?.MIIM■M■■■■MI •ld• • ■ • • E■■ 1 1■■■■■■■■■t'�1111■■�■■■■ • I � . I • ■■■■■■■■■■■■■■■■■■ll■1■■■■I1I1�l11■ 1INMPIll■ O■■■■■ • . „ 111 1 1 1:■■ ■ ■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■1111■1111■■■■■■■■■■IFNilAdI■A■ tglkC• rk ■ IElIEN■■■■■■■■1111■■1111■1111■■■■1111■■■■■■■■■■■■■ �Co'i" A • • E T 4." CU-B) ■■■■■■■■■■■■■■■■■■■ IIIIIIIIIIIIIIIIIIIIIIIII ■■ ■■■ ■flg . ■MIIMMM ■ •■ • M• EMME■■■■■■■M■■■■■■■■■■■M■■■■■■■■■■■■■EM oNU U 'PROPOSED FINISHED SURFACE AT1 ..6 • • - fig .i F - F1IIF , • y0 :;... 1 : • i■ • / . ;11111111111111111111111111111111 °11111111111 t III 111111 : " �ttli 11111111 :111111111111111111 °. I n . :17711111111 1 MMIIIIIi ■ ■r ! ■Hal = i 11111111111111111111111111 O + ! i 1 IlifigITII 1 . 111 1O . O ou . IPM1u!P II 11111111111111111111111111EIIIINIIIIIIIIII I' III' 1 1 i: _ La i ■ _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1111■■■a■1111■■■■■■■■■■■■■■EFI�: !'!!1!/ i■ / • . : �`■1111■■■■■■■■■■■■■■■■1111■■■■ E■ •1111■■MEIN■■■■■EIjj1IirIIIlIIIlIIIlIIIIIIIIIIIII • • • ._ ME�MIIIMHEMI■■1■■1■ 11��1 .. • �~ °° • .. 1111■1111■��'1'L'J11■■■■1111■■■■■■1■ INNEMEINMNIINMililliliEIENIIMMMs+'� . • � 11 � ,M -I" • ;. • 50- ■■■■■■■■iilliilii■■■■■■■■■■■■■■■ ■■■■■■■■■■■1111■■■■I■■1111■■■■■[II• = EEUrN•' N -G• •• Eririri N■■■■■■1111■■■■■■■■■■■■■■■■■■■■■■■■ •iiM vL1m1ii1iIt1 M■ .441i . P0"0_ • C RIaHT (6 R:) ■■■■■■■■■■■E■■ IPROFILE SCALE 10 a w ° 12 '9- • '•r' I) 6 "% 4M VERT: 1 in = 4 ft Nil -0..0` D TC RI1.H (: aR :) HORZ: 1 in = 40 ft .0• 1 10+00 11 +00 12+00 10+00 11 +00 12+00 CURVE TABLE /� Q DELTA RADIUS LENGTH TANC vva r‘14 SI s� 1 A 90'00'00" 30.00' 47.12' 30. fl Ogli 1 Ce --I v -' SP` `� ��� 1 B 82'28'59" 35.00' 50.39' 30. w m • CJ� �, C 89'58'59" 35.00' 54.97' 34. 1(i)focs ES L-2 ES L73_ '8 - 0 rn '• 20 0 w cr w D 90'00'00" 30.00' 47.12' 30. LEMON GRASS °D w 00 • 20 L`' .t m O E 96'37'16" 25.00' 42.16' 28. O °D N _ 12 0 cco 000 ^ F 209'55'53" 38.00' 139.23' 142 AVENUE + ci 0 c °. `r + 'n r ��m �� G 96'37'16" 25.00' 42.16' 28. � ~ p � cpm SEE SEET 9 <N + ± 0 < •. \-\ \ + 0 12 o 64' cn • o m , Lo cn . SIGHT LINE - o o N Od Oo F12PI 20' 20' < < 0) \ \ < < 0• n `n`n N , I 1121 N `° N � IMIAARDASE N N N 00 0 3 2 j al I a 0111 1 • 7' 0 CONSTRUCTION NOTES PROPOSED 'S°' '� 1I I 42" STORM DRAIN OFFSITE ' kirR W +•� ,� ULTIMATE CONDITION T Oo s' 7284' ��I DWG.3819 'VCSA s /��, E 01 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD No. 1005 I + 0 • ,// ,.. I 1 T # �� 'r CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 01 I ,� gm 41 I 161L f - i - (MODIFIED TO BE 8' OR 10' AS SHOWN) 13 PROPOSED _ s "" ® INSTALL STREET SIGN PER CITY OF FONTANA STD No. 139 00 •' ° t(, "••t j .1 l _ STA 10+00.00 NUTMEG CIRCLE= 1�{00 t`"WATFR 1 00 ' R/H►STA 10+00.00 c. MANILA DRIVE= 1 " 00 ' - '�1 •ot � •• STA 11+94.00 . MANILA DRIVE= STA 16+36.44 SAFFRON STREET I I N50.4,3'1Q"E 1 3 5Q CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD No. 1003 •�-•-- • ll 6.6.x.- . * Q I • STA 13+67.76 . LEMON GRASS AVENUE C . Hl�' 5o'2rw STP € 1 I STA 16+72.00 JUNIPER AVENUE ,;" SE ` 0 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD No. 1006 '� 4 PAR I ©' �� � t ''""'i� © 8 CONSTRUCT 5' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 �" -� -llik32p.6. 0 �'"` CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD No. 1003 M� I/ EXISTING 7 CONSTRUCT 4 1/2 MIN. AC PAVEMENT OVER 12 MIN.OF 95� COMPACTED NATIVE 72.87' / 00, ' 1 �r + t �wr � �°c• 0 ,y\OSB,g�• OSUBGRADE (SEE GENERAL NOTE No. 32) I hk PROPOSED I IPROPOSED �°� • �� 20• ® PLACE 4 MIN AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE O• ' �� `L R W O � O ' SUBGRADE SEE GENERAL NOTE No.32O i / r I7-rEP EXISTING R/W ' 15.48 ( ) �� a0ro oI i0 icc i � / o i . / 7 o 25 I 17 wo mo �� I © o / mLn wrn N I 0 N • wt -I / r I / i In •i o •M 3 O Irk O � Oc0 6lL / I / c0 T--- in HIJi O U M w Ih 00 I\ r'lI t` °° m + + 1- N a0 M / sq / ip + c� + ��' tcom o o QflibQ, w LO LO + � ; � N � � � FSy NST I- °' ¢ °0 GRAPHIC SCALE M FFA Ento � in N O ' 40 0 20 40 80 160 _12'120' 20' 12 Q < II) 12' 22' 34' 7 64' N 4r) V) ca 68' 1 ' � SCALE 1" = 40' LEMON GRASS JUNIPER AVENUE6 .14017.x.•; I, AVENUE SEE OFF-SITE 0 • .4 . ,4,`i.^ e SEE SHEET 9 STREET PLANS 43 ' `' �/ 06114 rn MANILA DRIVE *010 NUTMEG CIRCLE d> c.,". ,4-, .°„,„,,, RECORD DRAWING . _ 11) 1 ( ___71 /..\ r' r1 SHOULD CONSTRUCTION OF THE REQUIRED QROFES pA, CITY OF FONTANA, CALIFORNIA I ! . . .,..-- �� Crouse/Beers & Associates, Inc. IMPROVEMENTS NOT COMMENCE WITHIN TWO ,���• �S y�„��^ I TRACT NO. 16678-2 ..j :q Pik __ • YEARS OF THE DATE OF APPROVAL SHOWN HEREON o �� I Engineering * Surveying * Planning * Construction Management DRAWN BY: STREET IMPROVEMENT PLAN 1 »=40' AND1CARRIED FORTH IN A DILIGENT MANNER, THE °` "°• 2191 5th Street, Suite 200, Norco, ) 736-529252-1967 MANILA DRIVE & NUTMEG CIRCLE _ MAL II I C E L * Exp. �s-�-os * Ph. (951) 7 2040 Fax (951) DESIGNED BY: DATE: BEFORE - CITY ENGINEER MAY REQUIRE REVISIONS TO THE 'STA 10+00.00 TO STA 1 1 +94.00 + • • io T 1 JUNE, 2005 YOU ac \ rj ,�, IG . ZDI�S STA 0 STA 1 +36.00 ` 1MOtL - a RECORD DRAWING y�ypg J� /� 3 344 PLANS TO BRING THEM INTO CONFORMANCE WITH of c��.k ' d 6 CHECKED BY: APP • . • • ind5 DRAWING No.: A 'I�IC BICE WI y REN�oN DESCRIPTIONDATE ENGR. CITY DALE STANDARDS IN EFFECT. DOU AS N. CROUSE R.C.E. No. 23796 EXP. 12/ / DATE bj 1e REV. RI 'DO SANDOVAL R.C.E. 2 DATE 3815 '��� 1,2/1 4