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HomeMy WebLinkAbout4787-337. 30' 10+00 11+00 12+00 US STOP SIGNEX CLI ANDN18" co I ' I // CUTER 0' I I I EXISTING 12't TALL Z WATER COMPANY WELL 37.5 a a DIRT DISCHARGE BASIN 00 7.5' 1 i i I I Z EX. CONC. I EX. 6' T� TOE / =1 SIDEWALK I I C.L.F. I \ APN 0191-291-17 / I I I �� I I J01 EX. U 43.97 TC 44.10 S� \ -TOE- - - - - - 04 jE�l (44.34)AC 3 - - - --- Q NN CTIO (43 0)FLR \ TOP / tiU NU77TC \ \ \ TOP 16 / cUn N o 4 3.12FLUj �S \ --------------TOP---- 3cy�^'A 00 xa. ' ✓ %4 M th z 4,SSh� \�-------------TOP---- 15 %o/cT�� �o�z LL_ v W \ SJ�S 0,o T L� o 0 o \ S¢pp• \ _ _ TOE - TOl 11 11 a R_- i i T R 5' ►�'R_Qrd�'30"E T 6"HPG 5 14 i 06 " T w _ 23 _ -�-B_ 17 -ly, N -oOH-E H -E0. �•rr 43.84 ACS 42.94FL o SL IA WV 0 12 0 - 24 = WV Z W WV WV 26 24 1t. 2.,G o z Q "' 4 � �- I '00 m 'o WV ' of + ao (c � in o 0 w n 5 �1 m0�It �N� N N N XD 0)N it M 25"W 10+05 10+30 �-- J I F_x. 42.82FL,GB aD 2 .1 _ ;n 1 5. N ,- 10 00 q INT N89 6'30"E 24 0 12 3.18 SCP/ 8 EX. S E S IPING ~ w o>w FD. BLT. PER AND E D8 3 w X^^� � N CR 188-050 9 x CERES Ln r)NWV 4 w� N o Qz 24 v N V) J W WV 6'1N C14 X�vv(/) rno 3 43.18 AC 4 HV 8 7) g"W 0 w co T 42.41 FL 6 - -- -�\L.- _ \. - - �� - -- 13 + SAWCUT U U I 13+00 11■ _ _ IN 7��1 1245 NORTH I PARCEL 1 OF PARCEL MAP 17999 L Ill P.M.B. 226/30-31 23 APN 0191-291-27 IIV3IALL UNULKUKUUNU CONDUIT, VAULTS, PULL BOXES AND PULL CORD PER EDISON 16710 CERES AVENUE NEW win COMMUNITY w J SENIOR CENTER - : BUILDING -7- _ " 1246.00 FF w io 00 6 FL Q: C'7 25 SBC TO ADJUST TO GRADE 4' TALL TELEPHONE CABINET. - f8"x6" REDUCER - 11■ _ _ IN 7��1 1245 NORTH LINE I- Q NIo ' No ft� 7 °° I + zo'� + I SAWCU 00 25' N >2 �Q w rn D X w Y Io o ) NIo � LINE - co w / : FH 12 Ilw�'��� wo No - ww UQ N plL O ACV NN UQ _O Xw (/) 1n � 19,0 20 z g UU UU 0)cD u7 d-�t (-i Xz� N Q Q 42.87±AC 0cFc"I �i w0Li c5 18 19 �� NYU 406 A �jK0 4 82 Ln z o - _ _ _ _ _ � _. (40.39) C J01 EX. 42.61 TC - - - - - _ _ o (42.82)±AC w (41.93)FL NCD Z (42.05)EG w� I N N ~ U Z O N 3 .5' 37.5' 29' 8.5' CURB RETURN PROJECT NORTH TRUE NORTH A-=89'57'30" z R=35.00' 0 10 20 40 60 L=54.95' T=34.97' GRAPHIC SCALE SCALE: 1"=20' 1-800-422-4133 IT'S THE LAW CALL AT LEAST DIAL BEFORE TWO WORKING YOU DIG! DAYS PRIOR TO O EXCAVATING UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 � L MSL J ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 (909) 305-2395 FAX (909) 305-2397 17 2 L Ill 23 U X IIV3IALL UNULKUKUUNU CONDUIT, VAULTS, PULL BOXES AND PULL CORD PER EDISON I-- X Z win w J STREET IMPROVEMENT PLAN I COMPANY AND SBC PLANS. EDISON COMPANY AND SBC TO PULL NEW WIRES. -7- '- - - E - - io 00 6 0 0 C'7 25 SBC TO ADJUST TO GRADE 4' TALL TELEPHONE CABINET. - L - - 1 1 U 15' 15' 15' 15' I 179 .5' .5 1 Q .5' 9.5' 0-0 O 26 REMOVE STOP SIGN AND POST. W REVISION DESCRIPTION DATE ENGR. CITY DATE CHECKED BY: M.S.L.DATE z z DRAWING NO.: 4787 3 4 oNo Ln N � m Q . cD 6'S o M 2"G / N w N N I I t.l..l C!) ^ 15 W w 8 24 13 EX. SMH M-1-3 0 01 o14+52 _ 9 40.78FL �g `�OX,�BS 8 �f J (n AVENUE (41.37)LID M� 6 F+` 1 (35.27 INV. 6"S -E. �+z 10' SAWCUT 6"W (34.97)INV. 8"S -S. WV SL `I -WV LINE I WV 11 5 5 6"W LINE I- Q NIo ' No ft� 7 °° I + zo'� + I SAWCU 00 25' N >2 �Q w rn D X w Y Io o ) NIo � LINE - co w / : FH 12 Ilw�'��� wo No - ww UQ N plL O ACV NN UQ _O Xw (/) 1n � 19,0 20 z g UU UU 0)cD u7 d-�t (-i Xz� N Q Q 42.87±AC 0cFc"I �i w0Li c5 18 19 �� NYU 406 A �jK0 4 82 Ln z o - _ _ _ _ _ � _. (40.39) C J01 EX. 42.61 TC - - - - - _ _ o (42.82)±AC w (41.93)FL NCD Z (42.05)EG w� I N N ~ U Z O N 3 .5' 37.5' 29' 8.5' CURB RETURN PROJECT NORTH TRUE NORTH A-=89'57'30" z R=35.00' 0 10 20 40 60 L=54.95' T=34.97' GRAPHIC SCALE SCALE: 1"=20' 1-800-422-4133 IT'S THE LAW CALL AT LEAST DIAL BEFORE TWO WORKING YOU DIG! DAYS PRIOR TO O EXCAVATING UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 � L MSL J ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 (909) 305-2395 FAX (909) 305-2397 REV. L Ill JC IN EX. ( .58)AC U X 0 Q I-- X Z win w J STREET IMPROVEMENT PLAN 0 0 io 00 6 0 0 MARKS. LAMOUREUX Exp. Date: 03-31-11 Date: 05-04-09 DRAWN BY: G.R.H. STREET PLAN AND PROFILE SCALE: As Noted 30' 30-1 1 1 U 15' 15' 15' 15' I 179 .5' .5 1 Q .5' 9.5' 6' 4' 6' W REVISION DESCRIPTION DATE ENGR. CITY DATE CHECKED BY: M.S.L.DATE z z DRAWING NO.: 4787 3 4 ENGR'S NAME. R.C.E. 38382 Z W m Q REV. 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 STANDARDS IN EFFECT. SEAL QFtOFESS/ ��� 5 LpG�Z 0 �X m Exp. 03-31-11 � * T9r C'v'� P FOF CA��FOEi Prepared Under The Supervision Of: � CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN MARKS. LAMOUREUX Exp. Date: 03-31-11 Date: 05-04-09 DRAWN BY: G.R.H. STREET PLAN AND PROFILE SCALE: As Noted CERES AVENUE EAST OF JUNIPER AVENUE DESIGNED BY: M.S.L. _ ROM TA. 0 O STA. 15+00 DATE: 05-04-09 REVISION DESCRIPTION DATE ENGR. CITY DATE CHECKED BY: M.S.L.DATE APP VED / CITY _ENGIN R.C.E. 51152 DRAWING NO.: 4787 3 4 ENGR'S NAME. R.C.E. 38382 JN06003-06003 C10-C11str