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HomeMy WebLinkAbout3726-2GUTTER N/0 STA. 6+27.00 REMOVE EXIST. DRIVE APRON. GRIND AND OVERLAY EXISTING PAVEMENT 0.10" THICK FOR JOiN PURPOSES CONST. CROSS GUTTER 8' WIDE PER CITY OF FONTANA STD. PLAN DETAIL NO.104 • SIGHTLINE PER CITY STANDARDS 140 CASE 2 MPH -30, L=200' 1328.69) 9' HIGH BLK. WALL EXISTING R/W 1329.04) 5' L13.72) (1328.55) 1329.44) (� 329.6 ,,-.-= _ - � 1328.66 (1328,54) (1329.15) 1 - -Cl - -� (1328.67) r�1328.80 1329.70 13 8.78) PO�� paE 29.46 328.`6'0) 1328.69) AND STREET LIGHT 1329.14) M P.P. TO REb EXIST. HARVEY S 4 SEWER LINE 5 . •g --�� - -ter--- 28-�-_89- _- s — �--� — s TG=1328.82 _Tl3) 1329.0 ^ 132.16) INV=1324.0 1 —W—W—W—W--W—W.—W—W—W—W—W—W—w—W—W—W—W—W 1328.55) — — — — — — 1328.84 cT 1328.99 !/ \ — 7-r _ 13 28.15)(1328.35) (1328.05) (1328.53) � Irl �►GGa�/�► i�G�. GRAPHIC SCALE 0 20_ 30' 40' 1' = 20'-0" WL%jeo 15:4Ksgre [A!�_r ''I�ED WIT N'eOy6 b �:At�tSlot A A&IC 30WICE BY _SEE - SHEET N0.3 D= 89'56' 25" R- 15.00' L= 23.55' T= 14-9R' ; >►Trt Prepared unaer I he Supervision UT k I I T Ut t UN I ANA, UALIt UKNIA d' IMPROVEMENTS NOT COMMENCE WITHIN TWO 19 q< �ID ' i LOREN PHILLIPS & ASSOCIATES STREET I MPROVEIVILN7 PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON JOHN H. COLLISTER y� 22632' GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY: nf�1�G SCALE: 1" = 2#3' o AND CARRIED FORTH IN A DILIGENT MANNER, THE NO. 12764 DIAMOND BAR CA 91765 t1f11�r�%� S.S. TRACT NO. 17$13 3-31-05 CITY ENGINEER MAY REQUIRE REVISIONS TO THE �' 3-31-07 (909) 396-9636 '• DESIGNED �' FROM: 506' t E'LY OF OLEANDER DRIVE DAZE: H.K. TO: 506' t VLY OF CYPRESS AVENUE C) NS TO BRING THEM INTO CONFORMANCE WITH Cl L' .� �� OAvF�`� - Date r' CHECKED BY: P R DWG NO. 2 °A JOHN H. COLLISTER R.C.E. 12764 _ STANDARDS IN EFFECT. r.SREVISION �t{ m DESCRIPTION 39.26 3 139-30' # I I I 1 = v # EXi TING hNROU D® W L! E- i € Q \ 1 ! C)t € t'J Z 1 ! l`) # m k w Cj € # k `n€ ♦#� # c1 mO ! € + I € t Q ! € o0 I rn w P I ! Q J t-41 •� # F= N • t 1 O ,[� .- d co cv r- .- f O 8 ! E OI I Q p I t © ! U m # f +I # m# �` ! # # I k .c( ? I I # i Q H E w -r € Q F N O — oL + i k i•� E �O,i I �j i + N, � .kms ! I # to > �-- -�-- —1 ...,, #- _ _ ---#-- -� t (0.9% 1 rp V# ! V ! ! C) ~ ! < Q�� N p� M p� c_i c�! (� I �' }' ♦).. € € Lo I'w CJ I OWN P7I 1 # N v) 4 I c� ! # /4 /4 /Q I 4 �/ A /�! o v) ,� I V) "� N "� .� _ -#----r"- t k # I OF CURB I 1 € I 1 EXtS NG T c P I I I 30 u C'4 N �'�. _..-. Fu RET t f i 1 ...� 1 ## (0.7G) € (Ok35%) ! I ' I PROP ED TP OF CURB J J J f ! ICXISTII ; cc i,�iim G GR UND R LILAC • J `�I I ! ! 1 N NI O jj --------------- # I # ! ^ f # i SS k ! i ( pp Loi f� O i •f' 1 € 1 # # # ! i I Elif <� I # # i O # I € O€ O#tn ^ U. 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Y k. -� I 1 LOQ #^ # t7 I r_- t i I ! 1 ♦� 1'�� t i 1 I i € �r # o I € E co ^ € # 1 + 00^ # co ! i ♦ 0)^ ao `# u) �M ! # Z cv f a I 1 ! u in ! ♦ Q 1N, �, rv,� to w i m# I i I r` p I Lo u3 # I I I I i I i 1 I I I ( € I I � I I ! I # i I € 1 # I t # i € l € # # H € v) rl i cn1 I _a_._ -- _ I-- (1.32.!) ell (1.0%% € 1 # I I t # i N ! 101 € I k v ! # € t i t 1 t 3 € # i }� «�I € # ! f I € i V) ( I F-�' i # I # �.-)--EXIST # I ING P OF I CURB i �,� I I . —4– i --1 I f s I 08 SCALES. 130 € 1 # 0.41% 1 I I I s I I I 1 I t I"--IE�cIST#r�IG # TO OF dURB-,-I I ,II I€ # i 0.38 } ! VERT. 1" = 2' 'I SIGHTLINE PER CITY STANDARDS 140 CASE 2 MPH -30, L=200' 1328.69) 9' HIGH BLK. WALL EXISTING R/W 1329.04) 5' L13.72) (1328.55) 1329.44) (� 329.6 ,,-.-= _ - � 1328.66 (1328,54) (1329.15) 1 - -Cl - -� (1328.67) r�1328.80 1329.70 13 8.78) PO�� paE 29.46 328.`6'0) 1328.69) AND STREET LIGHT 1329.14) M P.P. TO REb EXIST. HARVEY S 4 SEWER LINE 5 . •g --�� - -ter--- 28-�-_89- _- s — �--� — s TG=1328.82 _Tl3) 1329.0 ^ 132.16) INV=1324.0 1 —W—W—W—W--W—W.—W—W—W—W—W—W—w—W—W—W—W—W 1328.55) — — — — — — 1328.84 cT 1328.99 !/ \ — 7-r _ 13 28.15)(1328.35) (1328.05) (1328.53) � Irl �►GGa�/�► i�G�. GRAPHIC SCALE 0 20_ 30' 40' 1' = 20'-0" WL%jeo 15:4Ksgre [A!�_r ''I�ED WIT N'eOy6 b �:At�tSlot A A&IC 30WICE BY _SEE - SHEET N0.3 D= 89'56' 25" R- 15.00' L= 23.55' T= 14-9R' 10+00 SHOULD CONSTRUCTION OF THE REQUIRED ; >►Trt Prepared unaer I he Supervision UT k I I T Ut t UN I ANA, UALIt UKNIA d' IMPROVEMENTS NOT COMMENCE WITHIN TWO 19 q< �ID ' i LOREN PHILLIPS & ASSOCIATES STREET I MPROVEIVILN7 PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON JOHN H. COLLISTER y� 22632' GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY: nf�1�G SCALE: 1" = 2#3' o AND CARRIED FORTH IN A DILIGENT MANNER, THE NO. 12764 DIAMOND BAR CA 91765 t1f11�r�%� S.S. TRACT NO. 17$13 3-31-05 CITY ENGINEER MAY REQUIRE REVISIONS TO THE �' 3-31-07 (909) 396-9636 '• DESIGNED �' FROM: 506' t E'LY OF OLEANDER DRIVE DAZE: H.K. TO: 506' t VLY OF CYPRESS AVENUE C) NS TO BRING THEM INTO CONFORMANCE WITH Cl L' .� �� OAvF�`� - Date r' CHECKED BY: P R DWG NO. 2 °A JOHN H. COLLISTER R.C.E. 12764 _ STANDARDS IN EFFECT. r.SREVISION �t{ m DESCRIPTION 10+00 SHOULD CONSTRUCTION OF THE REQUIRED ; >►Trt Prepared unaer I he Supervision UT k I I T Ut t UN I ANA, UALIt UKNIA d' IMPROVEMENTS NOT COMMENCE WITHIN TWO 19 q< �ID ' i LOREN PHILLIPS & ASSOCIATES STREET I MPROVEIVILN7 PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON JOHN H. COLLISTER y� 22632' GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY: nf�1�G SCALE: 1" = 2#3' o AND CARRIED FORTH IN A DILIGENT MANNER, THE NO. 12764 DIAMOND BAR CA 91765 t1f11�r�%� S.S. TRACT NO. 17$13 3-31-05 CITY ENGINEER MAY REQUIRE REVISIONS TO THE �' 3-31-07 (909) 396-9636 '• DESIGNED �' FROM: 506' t E'LY OF OLEANDER DRIVE DAZE: H.K. TO: 506' t VLY OF CYPRESS AVENUE C) NS TO BRING THEM INTO CONFORMANCE WITH Cl L' .� �� OAvF�`� - Date r' CHECKED BY: P R DWG NO. 2 °A JOHN H. COLLISTER R.C.E. 12764 _ STANDARDS IN EFFECT. H.K. 3726 3 CITY E GINEER C.E. 51152 m p