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HomeMy WebLinkAbout4041-4---.-�--4 -- i 1 i I e PORTION 1 00.00' VC. _ f f I p S ' _ PVI 15+15.25 PVI 1360.20-4- 4- :p f �- , t i � os I --�----�---�--- 1 i f O W PROP. TOP OF 6 CURB r r - -- _ 1 { I O rY c N N , - -+---- -- -t- T i r i CD Z N N o� Lo 20 L OF CENTERLINE 00 uri a0 � M co co { CA ' I I t r I + � � r7 cA r7 O ' + t_ z �n rn r� 0 100.00 VC. { ; v oCD PVI 17+94.20- i 1 360 -LT. _ __ PVI 1352.99 _j ! +� _. cm> a 29.25' 0C 5 50.00' 69.62' i I i- I {CD Lri all 100.00' VC. 3 C o v o oC-D m m Un o I. PVI -15+15.25 \2589 oo �� cfl oo m O c� co ry I - E { I I 1 Q i r� + L" c" 'i "l r�i �* r�i Uri a� °O � PVI =1360cr-.21 -"' r� r7 + u> r7 + + m r- rri Ln c� r-) O ! ; - r� r7 Lo 00 r) 00 r7 N W r) W •- ° ,"�' o I _ L i_ _ r o+o r� 0 r�i � ,.'n� 0.50% _ t I j i Of Q v r� c c� 1 } ! - o% +_ I o I-- 1 23% 1 .0 i - I i I N u--) rn o Lr) rn j -![- -- r� O Z N (m Z Z �n N I� N N _._ i I 1 .--'--- -- -----1._ l:-�----k- ------ p 1 -- { I 1 + + cfl UN O rn �Ci ao co I # I ( { C I i i- _ t-1 1 v �� oovv� +Lo +°O i i i t ! i f j . O J t C' - U r7 I 100.00 VC. _e _ _ I Z O CD -�-� CD PROP. CENTERLINE - SURFACE �- L=38.00' i 000 PVI=17+94.20 , 1360 --CL 4 0.50% � M PVI =1353.00 � 30 V.C. N - PVI=1355.21 Z r ` o� v U c� a (D ckf >� o O CN CL c' Cn O L! --?--- i m m d c� Ln - 1 100 00' VC rr7 N c i^ 0 0 0 ; CD � m� m co ! -I m f --' ro' ro o 0 o m co � ,..i o a PVI=15+15,25Ca- +� c) r) o Lo t` - f _ PVI 1360.20 r� "� 00 r�i o+o r�i + Lc) t rn r� c.l N w t 1 j I I o0 0 0,86% -1 - �' 1.00% I - - -- t -4- �- . _ - - 1.23% N ��, z Z N N 17+94.20 RAMONA AVE.= 1 - t EX. GROUND I ' `► !- ' .e { ILo � oCo - 13+00cy;.06 DUMOND AVE. - ; { 1 -- AT CENTERLINE - + ;- -a + o a' of + M + M CL INT PORTION } 1 z rn +� o PORTION - -,- T --i- - I `c' 0 100.00 VC. j ? O PVI=17+94.20 100.00 VC. 0.50% m o+ un PVI=17+94.20 1 1 360 -RT. - - r2 PVI=1352.99 PVI=1352.99 , o 0 - 27' 0 50.00 69.62 s a ► L=39.27' C L-39. C 29.25 r I o > v A�40�4 A�4 A/4 � OC r - o m o 010 ^ LLJ M O ON cD O) Cr) O) 00 ON <t o 1 m m o N ; III -2.5 1 co cn oo r �n r,i r) Loo c�00 tt I Dco - { ' 89 + r7 ao Oo N N N r-> r'� aiLo O:f in Lo,n co r'-) O � O r� a t PROP. TOP OF 6 CURB r� �'m M M co -- +U-) C-,4 U 20' RT. OF CENTERLINEtn o% r7 Uj j { i 4-4 , PROP. TOP OF CURB I i -1.73% 1 t -1.73% ; i ; f 20 RT. OF CENTERLINE t , N TAN t j 15+00 16+00 17+00 18+00 19+00 20+00 LINE TABLE LINE BEARING LENGTH L1 N75'1 5'25"W 50.00' L L2 N74'48'41 "E 50.00' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 90'00'00" 25.00 39.27 25.00 C2 90'00'00" 25.00 39.27 25.00 C3 14'57'57" 112.00 29.25 14.71 C4 209'55'53" 38.00 139.23 142.16 C5 14'57'57" 112.00 29.25 14.71 C6 90'03'00" 25.00 39.29 25.02 LINE TABLE LINE BEARING LENGTH L1 N75'1 5'25"W 50.00' L L2 N74'48'41 "E 50.00' SCALE IN FEET 40 80 120 I 5 1 o 00 LANDSCAPE ESMT. 20 19 18 -; 11 16 15 14 0 17+9 .20 RAMONA AVE.= °O w 17 13+00.06 DUMOND A E. m� rn Ii + i I PROP. R/W CL. INT. TYP C-) PROP. R/W °' w m 110' ~I - (1359.98TC) c.r - �^ - - 9 V. �o 14 IMPS. PER TR 16482 11359.99 4 "' �� g PROP. 24" SD ®�% �^� -��� FS - (1359.48FL) 2 16 PROP. 8" WATER 18 10 4 19 �,`'�c> ^,'�c� /20 h �o� C4 » DWG. N0. 3781 _ _ DW ._N0. 4043 _ 2 n v X LOT C _ o N8 -T46 58"E 4 r 1354.45 / ��o 11 1359.98 9 N N PROP. 8" SEWER 1354.16TC 6 11 g 1353.54TC TC 1354.60 11 TC r7 ---_DWG. N0. 4042 1353.66FLh� C.j TC - C C'7 G 1354.85 13 TC / O N IN "! PROP. R/W 12+55.06 12+55.06 o 22 21 0 O 136).21 r7 ECR o N BCR M I N TRACT 1 482 + ma- 000 SIGHT LI E PER + C° m0 23 24 CITY STD zo 140, 27 +m "CN CN� 00 �� CASE II TYP) �' �� L=200', =30 MPH 14 SIGHT LINE PER 14 lo 1 1 ! SCALE IN FEET 40 80 120 I 5 1 o 00 LANDSCAPE ESMT. 20 19 18 -; 11 16 15 14 0 17+9 .20 RAMONA AVE.= °O w 17 13+00.06 DUMOND A E. m� rn Ii + i I PROP. R/W CL. INT. TYP C-) PROP. R/W °' w m 110' ~I - (1359.98TC) c.r - �^ - - 9 V. �o 14 IMPS. PER TR 16482 11359.99 4 "' �� g PROP. 24" SD ®�% �^� -��� FS - (1359.48FL) 2 16 PROP. 8" WATER 18 10 4 19 �,`'�c> ^,'�c� /20 h �o� C4 » DWG. N0. 3781 _ _ DW ._N0. 4043 _ 2 n v X LOT C _ o N8 -T46 58"E 4 r 1354.45 / ��o 11 1359.98 9 N N PROP. 8" SEWER 1354.16TC 6 11 g 1353.54TC TC 1354.60 11 TC r7 ---_DWG. N0. 4042 1353.66FLh� C.j TC - C C'7 G 1354.85 13 TC / O N IN "! PROP. R/W 12+55.06 12+55.06 O ECR o N BCR OO �Of mCD Lo- �� m0 23 24 25 26 27 +m "CN CN� 00 �m 14 SIGHT LINE PER 14 lo 1 1 ! CITY STD. 140, CASE ( DUMOND AVENUE SCITY ER 1 310 MPH L=200' V STD. 40, RAMONA COURT SEE SHEET 5 casE II (TYP) L=200', V=30 MPH 1360 -LT. 4- I I I t 4-- ' I I I PROP. SEWER LINE PER DWG NO.4042 13 12 CONSTRUCTION NOTES O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 OCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, ("W" PER PLAN), PER DETAIL ON SHEET 6 6O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, PER DETAIL ON SHEET 6 11 ADJUST MANHOLE TO GRADE PER CITY STD. 109 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 14 INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN ±s%%lMG0lD MAWINCq'I REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: SHOULD Q THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA BEING N89.46'38"E PER M.B. 193/1-2 E DEVELOPMENT & ENGINEERING, INC. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Qe�� TGA PLANNING AND CIVIL ENGINEERING STREET IMPROVEMENT PLAN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 CONS 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 DRAWN BY: JAJ PLAN AND PROFILE SCALE. SHOWN Li C No, 65195 DIAL TW❑ WORKING BENCH MARK: # 255 a m � (909) 581-7212 PHONE (909) 581-7217 FAX DESIGNED BY: _ DATE: - BEFORE 0 DAYS BEFORE LOCATED AT THE INTERSECTION OF THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * 67 YOU DIG YOU DIG ALDER AVENUE AND MILLER AVENUE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Expl crvl� 9-30-07��lA RAMONA AVENUE APR 2006 DATE 9/67 ELEV 1358.51 PK NAIL T CHECKED BY.- R B ' DRAWING NO.: TOLL FREE 1-800-RVICE A 00 WEST END SW CURB RETURN eOFCAL1F� © �� -U-ONr A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. MANUEL DE JESUS GO ALES, RCE 65195 EXP. 9-30-07 DATE MJG� 4041 6 l0.3' ELEVATION: 1358.51 ( ) 'I`.(„ CM ENGINEER R.C.E. 51152 DATE V) z J a_ Z Ld m w O llfn w w ElfI- V) 00 n Lo O z Q