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HomeMy WebLinkAbout6114-3XXX.XX=PROPOSED 'R O TO O.C. 35' CR O TC pFV 1258 .93' 0A/4 O A/4 pl, O p80p EP (XXX.XX)=EXISTING P s^, Ps T HORI2. SCALE 1"=20' �'O L U m N 1.5% STA 3+20.00 1-4 VERT. SCALE I"=4'$ '�S`m $ ELEV= 1255.51) PROP EP g S PONT tE 1252.SJ IX O PROP E �� PL PROP 0 EP POINT PROP O EP 241E 1260 DROP 1250.03 PROP R 1230.7 1250.57 r 26% 249.85 ARROW BLVD STA 10+00.00 L9 e TOfAY AV£ STA 20+00.00 ELEV = t251.22 _ - 1.6� 1256 STA 8124854 DO P O EP �' 1.5% ­ STA 13+16. 1d0 STA B+BB.52 ELEV � le El£V = 12 36 (120.27) ANGLE PgNT 1.7x 1.5% IX. O PROP. STA 1 +19.67 JOIN EO S 4 25%=77771: -PROP. OIL EX.00L EIEV (,Ip N'E ' STA 1%2 .05 1S 35' CR O TG S 35' CR O TC EIEV . 1250.BT 55.35' O.G EX. O CL ELEV O 14 P OP O EP E£VO 4 �H �Q N ■ Mimi Mimi _M ME w ON � "" J w�� s w owww ►per wo �iw���w w�wo� \���� ©© ' - \` ��. „�.�\�\\�►�\� \\\ �� `\ O`er``\O\\� ` o ``L--... © ` - "�L n.......�..�w—il -.------ Rl, \ \.. -- +�•�-�W�.�irrrrrf; W1►i��llrrr111�rr�`�!r'r�1►_\ O ;��\\�C�►l�`\\\,�����\\�1 O ® O o O ,�•, 0 0 _ CONSTRUCT 8" A.DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007, CURB HEIGHT 1WLL VARY. E%. R/W OT CONSTRUCT 6.5' MIN AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE SUBORADE. NSTALL EX. R ^' REDWOOD HEADER AS SHOWN ON DETAIL "I ON SHEET 2. SEE SHEET O CONSTRUCT 5' X 12' 3" THICK AC ACCESS RAMP. WITH 4' BY 3' DETECTABLE SURFACE PER OTY OF FONTANA STANDARD PLAN NO, 1003. ^ nn0'^' o�1,D 10 GRADE 2:1 MAX AND AS SHOWN ON PLANS ARl� VV O U 11 RELOCATE UTILITY (BY WE PER WORK ORDER TD2049794). COORDINATE WITH WE PLANNING DEPARTMENT AT 909-637-0222. VERIFY PHONE NUMBERS AT TIME OF CONSTRUCTION. 12 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1003 OVER 12" MIN COMPACTED NATIVE O REMOVE EMSTNG ASPHALT CONCRETE PAVEMENT. CURVE TABLE CURVE / LENGTH I RADIUS DELTA TANGENT C1 54.93' 35.00' 8955'47- 34.96' C2 54.32' 35.00' BB55'OB' 34.35' C3 54.08' 35.00' BB29'2Y 34.09' C4 55.35' 35.00' 90'36'25' 35.37' L1 106.55' N055Y34"W L7 38.84' SOS'32n8"W L2 136.48' N0010'55'W LB 1B8.11' SO10'55-E L] L4 3.00' 227 N89'S3'18°E S33K6'30"E LB L10 174.35' am, S83'49'10°W 58916'S0'W North � LS 81.39' NOD55'S3°W L11 43.73' N0056'WW 20 L6 184.5p' NOS'35'53i L12 45.2e 4053553"E WC INCLUDING A 4' BY 3' DETECTABLE SURFACE. AND CURB AND GUTTER AND AS SHOWN ON DETAIL "C" ON SHEET 2 UNDERGROUND SERVICE ALERT (USA) SHOULD CONSTRUCTION OF THE REQUIRED ��/� TY,p—d J—,-Sx ,.� Or: CITY OF FONTANA, CALIFORNIA $ IT'S THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO sE, „ STREET IMPROVEMENTS DIAL BEFORE YEARS OF THE DATE OF APPROVAL SHOWN HEREON �'� h?' ocsn.eso.m mN ARROW BLVD YOU qGl AND CARRIED FORTH IN A DILIGENT MANNER, THE & cswel n., ea w n€LLA' °elncRo9l B9oaeea Fm�tso9t o9o-9a9a AND Q5 R CITY ENGINEER MAY REQUIRE REVISIONS TO THE �.' (xcrozR) rz CALL AT LEAST 6•. No. zo su.-.nax-,.z... A/i / / �cnEo TOKAY AVE ' TWO WORKING DAYS +telow PLANS TO BRING THEM INTO CONFORMANCE WITH gel 03 14 2023 aao wn °'°"'""" STANDARDS IN EFFECT. ex. die. x IN Fesr cURa. zi.or n. of ��'- c et tax 5 3 BEFORE YOU DIG - 4/11f23 REv. RENS10N DESCRIPTION GATE Opt Cltt DALE CHARLES F. STEPHMN. R.C.E. C5048t c