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HomeMy WebLinkAbout5511-29'70 CL O U-) m C" I (V tT 34.4' ,q cO i J-) o � CV L0CO to Mjto + 0.37% 1.63% M 0 5.74' 5.722 rnr U 3 �o Lo0 a N U 0.29% -L DWY 34.42' 28.7' U m o� 00 Qj 00 tp r` a) 00 Q) 0.33% -1.64% U_ LO — 0.30% — o' o a o 0 0 ^ oo �n p O ^ p CD a0 p'io + 0 0 o cn + rn o p r7 O00 r- + ao ^ : m Q) 0 0 p Cl 066 co rn ` -- C) rn 0 0 ^ po ^ o EXIST. F.S. °�° — o^ o o �? ro r- %® CENTERLINE m �' O N p + I-� m cn C) CV I- CD rl-0 cn OD c7) e 1i 82+00 19691MIT11 :� &TITO ll�' 85+00 CURVE p RADIUS LENGTH O) M EXIST. TOP OF CURB � M AD + Q20 L00 m 866 +00 56'20'59" Lo NiJ 34.42' 036' NORTH FQ-� �N PROP. ARE X Ql�o 44.89' 980 TC 17 U �U � pU LO _ MH ^ CV ^ ^ M ^ 20 ^� ^ '�' (n w m �' � `) � " �i a) N �' N rn M rn 04 ? F") � PROP. T.C. 20 N M M O LO 40 PROP. T.C. +. ^ �.. ^ + r + � + � r- ®36' NORTH +� ^ + + ^ �Irn ®36 NORTH � r- v v MU) `� v � Q �N o) oo rn rn 0.36% ; ; 0.12% wpm .gym.: � _ 0.24% _ IU -U 0.16% I - z.ix cV 0.26% �V X-- 0.20% �+ � / 20 35 5 00w Nw a Mw co CN CID00 mo �Q mo 3 rnm mo a,o .4' / Nz co r- �� EXIST N a x r- cn riZ 0 PI) 00 �+z 0o o co M o_ rnm w 9'70 CL O U-) m C" I (V tT 34.4' ,q cO i J-) o � CV L0CO to Mjto + 0.37% 1.63% M 0 5.74' 5.722 rnr U 3 �o Lo0 a N U 0.29% -L DWY 34.42' 28.7' U m o� 00 Qj 00 tp r` a) 00 Q) 0.33% -1.64% U_ LO — 0.30% — o' o a o 0 0 ^ oo �n p O ^ p CD a0 p'io + 0 0 o cn + rn o p r7 O00 r- + ao ^ : m Q) 0 0 p Cl 066 co rn ` -- C) rn 0 0 ^ po ^ o EXIST. F.S. °�° — o^ o o �? ro r- %® CENTERLINE m �' O N p + I-� m cn C) CV I- CD rl-0 cn OD c7) e 1i 82+00 19691MIT11 :� &TITO ll�' 85+00 O'. LO EXIST PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 86+00 0"5S a� rn �. CURVE p RADIUS LENGTH O) M tr � M AD + Q20 L00 m 866 +00 56'20'59" Lo NiJ 34.42' W 1 FQ-� �N PROP. ARE X Ql�o 44.89' 17 LO _ 20 SIM `) +m 20 d �, 40 I L6 7 ^ J �aoo / I MU) +� Q �N ON -.4— wpm � LO U IU -U S I z.ix cV �V X-- + �+ / 20 35 5 00w Nw a Mw co ow mo �Q mo 3 rnm mo a,o .4' / Nz �� EXIST N a x U riZ 0 PI) 00 �+z 0o o co o_ rnm w r- �O Q a / o o �a o -' R/W w �^ 300 ma ¢ .¢ m V) a cn N Dc m 3 11 — V p EXIST /\ LO 7 rn ; ; rn r- m — P/L m o .oma C 03�-' up 7T - a' BW ST 81+26 i � 2 .94 GIN NEW CURBLINE I o cO� M i N v N 'w w N U o k A ►�- r- N / I w � � m to rn co o O) m I� Lo � M ^ C., i to I� r� Q / 80+_00 / 81+00 82+00 Al 0 83+00 84+ ago w +-4- 85+00 CDCN _ - �+, CD O'. LO EXIST PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 86+00 0"5S a� rn �. S OV R AVE 1.1 1, 1 - - mil TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT p 980 TC r r NW W iI W� Z W + ai Cr) r a0 rn I� U Q 9'70 CL 87+00 88+00 89+00 CURVE p RADIUS LENGTH O) M tr � M AD + Q20 L00 m 866 +00 56'20'59" Lo NiJ S OV R AVE 1.1 1, 1 - - mil TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT p 980 TC r r NW W iI W� Z W + ai Cr) r a0 rn I� U Q 9'70 CL 87+00 88+00 89+00 H X V) w ~coN +� �- Qow 87 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REV. j REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. O OD I— r �W 89 I W� ? LU JW Ico U Q 0 20 40 80 120 SCALE:1 =40 o , �WESSloq, ct:W l * R.C.E. N0. 56155 r SPA Exp. 12-31-16 )"':;c 9�- C/ OF Prepared Under The Supervision Of Thieves Engineering, 117c. CIVIL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 PH. (714)521-4811 F"(714)521-4173 V615a", CURVE TABLE CURVE DELTA RADIUS LENGTH L^ A � M 35.00' Q20 18.73' +� 56'20'59" Lo NiJ 34.42' W 1 FQ-� �N PROP. ARE X Ql�o 44.89' LO _ H X V) w ~coN +� �- Qow 87 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REV. j REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. O OD I— r �W 89 I W� ? LU JW Ico U Q 0 20 40 80 120 SCALE:1 =40 o , �WESSloq, ct:W l * R.C.E. N0. 56155 r SPA Exp. 12-31-16 )"':;c 9�- C/ OF Prepared Under The Supervision Of Thieves Engineering, 117c. CIVIL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 PH. (714)521-4811 F"(714)521-4173 V615a", CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT A 56'18'50' 35.00' 34.40' 18.73' B 56'20'59" 35.00' 34.42' 18.75' 1 11'44'51" 436.37' 89.47' 44.89' CONSTRUCTION NOTES: O SAW -CUT & REMOVE EXISTING A.C. REPLACE WITH FULL DEPTH A.C. FOLLOWING REMOVAL OF CONCRETE FORMS PER DETAIL ON SHEET 4 AND ALSO CITY STD. 401. Q2 REMOVE EXISTING TREES/SHRUBS/TREES STUMPS �3 REMOVE EXISTING CURB AND GUTTER tJ4 REMOVE EXISTING SIDEWALK O5 EXISTING POWER POLE TO BE RELOCATED BY OTHERS, 0 REMOVE EXISTING DRIVEWAY O8 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (W=5.5') O9 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000 10 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (MODIFIED AS PER DETAILS ON SHEET 4). 11 INSTALL TRUNCATED DOMES PER DETAIL ON SHEET 4 AND CITY STD. 1003. 12 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY). 13 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 14 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 17 PROTECT IN PLACE EXISTING POWER POLE 20 PROPOSED NEW STREET LIGHT - SEE STREET LIGHT PLANS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN DLT 13032 S LOVER AVENUE SCALE: sHOWN SLOVER DISTRIBUTION CENTER AS DESIGNED BY: FROM STA. 81+00.00 TO STA. 89+00.00 DATE: DLT CHECKED BY: APPROVED BY: DRAWING NO.ff5l DATE: ! l0 5511 . l�G MR CI ENGINEER R.C.E. 51152