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HomeMy WebLinkAbout3120-5N G7 0 Cu Lo 0 I C) m L CD 0 I CV In cn cli ru n co z 0 H Q H U U Lu 0 a a CONSTRUCTION NOTES CONSTRUCT 4" MIN. A.C. OVER 12" OF 957. COMPACTED �J NATIVE SOIL. 02 CONSTRUCT CONCRETE CURB AND CUTTER (6" C.F. �� PER CITY OF FONTANA STANDARD DETAIL 1003), CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. MODIFIED W=8' ( CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN & PER CITY STD. 1015. CONSTRUCT RAMPED CURB RETURN PER CITY OF �J FONTANA STANDARD 1006. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W/CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (AAI1VIIAA1IIKA AAni miT'IN� HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) SAWCUT 2' EXIST AC PAVEMENT AND JOIN. 0 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD.102,W=16' MOTE: FOR STREET TYPICAL SECTION SEE SHEET 1 BENCHMARK: FWE 1 USCGS " A " STATION "PACEL" 1963.90' E'LY OF RAIL- ROAD TRACKS AND 28'+ S'LY OF CL BASELINE. 1.1 MI. E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. ELEV. 1301.54 150.00' V.G. PVI=5,8.20- m&nn i7+nn 14+00 15+00 16+00 x - i+ 18+OCA to a a m DAY ­SEE SHEET... ETD�IVE� 8 s U ' ] _ _ it w /f + w 67 >� cV 8 a W co k O 00 O Q0 L 37' 30 �rj p co c� cxi 6 $ n O CA J I + 17' 20' 20' 1 O O + O ,a It%Lo r �' d U J Q �' O c9 cr 'z z 28 + 50.5 tc) j t + 0� ^ i Rj`� 26 _ C { D 49 50 0\ o 25 , t 4.01�> -t- 41 5 ' :? 5 3 t_3 1 � .. 49.6 TC _ _moo TC 48.79 FL FL507C 52 � g � .0 .. `�S: p X 14 FS:.. -:N r L c� 53 I c �_X �� $ . - 45 1-4 - 7 -45. - 2' ----L=45-_ - 31 `� co 0 L 33 32 �o rn 1. cam, 7 c6 7 34 O % / o >' + + + yU U U 5rrrz � H: 20 4 cy4 O v' 8` 14+98.34 WYNSTONE PL 11+98.72 " 0 =11+67.00 DAY CANYON DR PRC a Q co �2 SIL 0 7919 INy In 36 10+56.42 00 rn , 00 C\L OF DWY18 rU- !i 10+45.41 ECR 10-I-41 F�7 RCR J o 1n+57 nl RC 17+44.90 ECR O _ °00 M ,.�� .._._.. 47 42 18+30.98 BCR m rn 5 d WYNSTONE PLACE Hit n 1 A? 1. �„ . 4 '2� 43.0,4,,. <.. . Li w N I TC _ r LI Is FL _ TC a C - 10+00 00 WYNSTONE PI =33 65 0,015 PROFILE SCALE: HORN. 1 r>-40' \/CECT 1 "- A 11 V L-1 \ i. I - "'fi' f1� /54 x o4 t tKt 55 X j T 56 S «. F SCALE 1"=40' 57 1¢'x��. ©� F QF Q 1 2' 3 4 8 1,z0, 1150 48, 18+17.97�� PRC 18+91.18 BCR, ` �� 58 19+19.52 ECR (J, 25+44.69 BCR 24+54.52 ECR moo. \ ;:_ Q �J/ W W oo _ 5\ 4 '_ 2 4:57 -5. 37`" , FL TC W Lj s _ TC - 19+53.23 WYNSTONIF PL, EC U54.4__j 54.77 "' S4.0 =25+06.54 BEAR CREEK DR ch FL FS FL t/7 421 ,; ;,42.08 ., ,.. r, . �-- -�, : 00 FS FL =17+87.81 BEAR CREEK DR ° < w aw ,. tY w `'w (!? 45:O0O' - -- ___4 -5_O -0' 45 -AOT- - <C w Lu to - - 45 09'00' - - 45 00' j- ftA _ 1-9 m REV. REVISION DESCRIPTION DATE ENGR. CITY DATEPrepared Under The supervision of : CITY OF FONTANA, CALIFORNIA Q�pFESS/pNq` pHB & ASSOCIATES,INC. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 440 4F 4c J• 0 F,y fl� VILLAGE O F HERITAGE 4✓ 1620 SOUTH GRAND AVENUE APPROVAL COMMENCE WITHIN TWO YEARS OF THE DATE OF APPRO�`" # Co y GLENDORA, CALIFORNIA 91740 DRAWN 8Y: SCALE: Vy 2 � (626) 91 4-6256 FAX (626) 914-5756 � _ SyOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �, NO. C�2723 rn THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ,z EXP. 3-31-04 DESIGNED BY; T RA 1 2 2 2 DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * * ?//11-STR E,T I M ROV M ENT PLANS �� Civil- �� Date :J,/ �Z CHECKED BY: AP BY: -J DRAWING No.: STANDARDS IN EFFECT. qlt� to 5 �q. TOLL FREE -40MIMP' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i> p Y ENGINEER R.C.E. 51152 A T: 3120 75, CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Q 59°59'15" 168.00 175.89 96.97 27°43'38" 551.00 266,65 135.99 O 85°31109" 25.00 37.31 23.12 85°31'09" 25,00 37.31 23.12 QE 29°5241'/ 551.00 287.33 147.01 38°47`34" 168.00 113.75 59.15 77°07'36" 25,00 33.65 19.93 U 113041'42" 25.00 49,61 38,27 (D 27°58'16" 132.00 64.44 32.88 O 66`34'00" 515.00 598.33 338.08 58°3321" 132.00 134.90 74.01 AAAI a-.)-lD'Al" I JJ 1L Tl 'D� nn I L.J.VV nn c-7 TV,V/ 1 'Dc An LV.TT Q 88013'13" 25.00 38.49 24.24 Q 61°46'02" 150.00 161.71 89.71 O 32°12'28" 533.00 299.62 153.88 51°39'58" 1 150,001 135.26 72.62 O 34*21'32'1 533.001 319.631 164.78 CONSTRUCTION NOTES CONSTRUCT 4" MIN. A.C. OVER 12" OF 957. COMPACTED �J NATIVE SOIL. 02 CONSTRUCT CONCRETE CURB AND CUTTER (6" C.F. �� PER CITY OF FONTANA STANDARD DETAIL 1003), CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. MODIFIED W=8' ( CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN & PER CITY STD. 1015. CONSTRUCT RAMPED CURB RETURN PER CITY OF �J FONTANA STANDARD 1006. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W/CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (AAI1VIIAA1IIKA AAni miT'IN� HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) SAWCUT 2' EXIST AC PAVEMENT AND JOIN. 0 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD.102,W=16' MOTE: FOR STREET TYPICAL SECTION SEE SHEET 1 BENCHMARK: FWE 1 USCGS " A " STATION "PACEL" 1963.90' E'LY OF RAIL- ROAD TRACKS AND 28'+ S'LY OF CL BASELINE. 1.1 MI. E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. ELEV. 1301.54 150.00' V.G. PVI=5,8.20- m&nn i7+nn 14+00 15+00 16+00 x - i+ 18+OCA to a a m DAY ­SEE SHEET... ETD�IVE� 8 s U ' ] _ _ it w /f + w 67 >� cV 8 a W co k O 00 O Q0 L 37' 30 �rj p co c� cxi 6 $ n O CA J I + 17' 20' 20' 1 O O + O ,a It%Lo r �' d U J Q �' O c9 cr 'z z 28 + 50.5 tc) j t + 0� ^ i Rj`� 26 _ C { D 49 50 0\ o 25 , t 4.01�> -t- 41 5 ' :? 5 3 t_3 1 � .. 49.6 TC _ _moo TC 48.79 FL FL507C 52 � g � .0 .. `�S: p X 14 FS:.. -:N r L c� 53 I c �_X �� $ . - 45 1-4 - 7 -45. - 2' ----L=45-_ - 31 `� co 0 L 33 32 �o rn 1. cam, 7 c6 7 34 O % / o >' + + + yU U U 5rrrz � H: 20 4 cy4 O v' 8` 14+98.34 WYNSTONE PL 11+98.72 " 0 =11+67.00 DAY CANYON DR PRC a Q co �2 SIL 0 7919 INy In 36 10+56.42 00 rn , 00 C\L OF DWY18 rU- !i 10+45.41 ECR 10-I-41 F�7 RCR J o 1n+57 nl RC 17+44.90 ECR O _ °00 M ,.�� .._._.. 47 42 18+30.98 BCR m rn 5 d WYNSTONE PLACE Hit n 1 A? 1. �„ . 4 '2� 43.0,4,,. <.. . Li w N I TC _ r LI Is FL _ TC a C - 10+00 00 WYNSTONE PI =33 65 0,015 PROFILE SCALE: HORN. 1 r>-40' \/CECT 1 "- A 11 V L-1 \ i. I - "'fi' f1� /54 x o4 t tKt 55 X j T 56 S «. F SCALE 1"=40' 57 1¢'x��. ©� F QF Q 1 2' 3 4 8 1,z0, 1150 48, 18+17.97�� PRC 18+91.18 BCR, ` �� 58 19+19.52 ECR (J, 25+44.69 BCR 24+54.52 ECR moo. \ ;:_ Q �J/ W W oo _ 5\ 4 '_ 2 4:57 -5. 37`" , FL TC W Lj s _ TC - 19+53.23 WYNSTONIF PL, EC U54.4__j 54.77 "' S4.0 =25+06.54 BEAR CREEK DR ch FL FS FL t/7 421 ,; ;,42.08 ., ,.. r, . �-- -�, : 00 FS FL =17+87.81 BEAR CREEK DR ° < w aw ,. tY w `'w (!? 45:O0O' - -- ___4 -5_O -0' 45 -AOT- - <C w Lu to - - 45 09'00' - - 45 00' j- ftA _ 1-9 m REV. REVISION DESCRIPTION DATE ENGR. CITY DATEPrepared Under The supervision of : CITY OF FONTANA, CALIFORNIA Q�pFESS/pNq` pHB & ASSOCIATES,INC. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 440 4F 4c J• 0 F,y fl� VILLAGE O F HERITAGE 4✓ 1620 SOUTH GRAND AVENUE APPROVAL COMMENCE WITHIN TWO YEARS OF THE DATE OF APPRO�`" # Co y GLENDORA, CALIFORNIA 91740 DRAWN 8Y: SCALE: Vy 2 � (626) 91 4-6256 FAX (626) 914-5756 � _ SyOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �, NO. C�2723 rn THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ,z EXP. 3-31-04 DESIGNED BY; T RA 1 2 2 2 DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * * ?//11-STR E,T I M ROV M ENT PLANS �� Civil- �� Date :J,/ �Z CHECKED BY: AP BY: -J DRAWING No.: STANDARDS IN EFFECT. qlt� to 5 �q. TOLL FREE -40MIMP' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i> p Y ENGINEER R.C.E. 51152 A T: 3120 75,