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HomeMy WebLinkAbout3120-3CV O O cu m CD 0-) L v F LD 0 Oki I CU fn / ru c0 / z 0 H Q H U / U w 0 a / a ,,I r CC wt -�- .__.�-.._�.,_,..... .,.,...... . 4.w.,_.__. �..�...�--r-�.� EO Lrv- ..tom• -.i..__ ...-__.._ �..-._.�� „ ,-.._ .... - - ---- -_ �' _ ��..T�..___ -t- __ _. Y_ . u_.. __..._....,._,.. _....., _ .. _..__._ _ -_: _ _ '--- -� ---' /jj {{11 P R VT ___ _._ cr T ,. . } Y� 1�w w._ f� I } r- r �i r .� trj ._ �-_. - _ __�, .._.., . �[..F!'�.... .,,.__ ,_._-._ __. _l,_. _. .j._.., „_, �,. _..._. � IIS!• rte: _ 1- _ ,...,..... .__-_...__.. J40 _.,__ .,.... _ C le. ., 11 +00 12+ 13+ 1 +00 3+00 16+00 LLIr l c W LL °? LL. �- z ( °� z �+O O d hQ GO 4 f --► 0 i � o 00 >L CV = O + J + O p w o 4 j c� _ 5 6 txJ L_-.45 0n° 35,.49 - biz -45 3 F A � 6 35.' 4 .1„ 0 7 ti TO O - j ! S 35.73 TIC c . 377 G 2 - N W > L=-1-20. ' 1 r)_Lor) nn r /I IAIT RC -AQ ra17r7v r) 1 =PIR -1 Z z 6$ , I i vv.vu v/ }_ 11\ I vL_ru♦ VI\{ -Lf\ vnI =11+67.00 SILVERWOOD LN t�r1KIC'TDI If-%_r1nKI KI/1iC"C VlJ11J I F\U%I, I I\J11 1'4 %J I CJ CONSTRUCT 4" MIN. A.C. OVER 12" OF 955r. COMPACTED NATIVE SOIL. 02 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL 1003). s• 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 FONTANA STANDARD 1006. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W/CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) 8 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD.102,W=16' BENCHMARK: FWE 1 USCGS " A " STATION "PACEL" 1963.90'zE E'LY OF RAIL- ROAD TRACKS AND 28'f S'LY OF CL BASELINE. 1.1 MI. E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. ELEV. 1301.54 CURVE TABLE CURVE DELTA RADIUS LENGTH ITANGENT U U.5 L I 57 nn LOJI,UU a �� �4 1/ L,Ll ni a 0tD.i 5 8 09021'39' 982,00 160,44 80,40 O 02027'45" 2815,00 120.99 60.50 O D 09 21 39 1018,001 166.32 83,35 n 88°13'13" 25.06 38,49 24.24 O 93°1241" 25.00 40,67 26,44 �}G 04*19'03" 2833,00 213,48 106,79 8 09-21'39-1 1000 163,38 81.87 ,,I r CC wt -�- .__.�-.._�.,_,..... .,.,...... . 4.w.,_.__. �..�...�--r-�.� EO Lrv- ..tom• -.i..__ ...-__.._ �..-._.�� „ ,-.._ .... - - ---- -_ �' _ ��..T�..___ -t- __ _. Y_ . u_.. __..._....,._,.. _....., _ .. _..__._ _ -_: _ _ '--- -� ---' /jj {{11 P R VT ___ _._ cr T ,. . } Y� 1�w w._ f� I } r- r �i r .� trj ._ �-_. - _ __�, .._.., . �[..F!'�.... .,,.__ ,_._-._ __. _l,_. _. .j._.., „_, �,. _..._. � IIS!• rte: _ 1- _ ,...,..... .__-_...__.. J40 _.,__ .,.... _ C le. ., 11 +00 12+ 13+ 1 +00 3+00 16+00 LLIr l c W LL °? LL. �- z ( °� z �+O O d hQ GO 4 f --► 0 i � o 00 >L CV = O + J + O p w o 4 j c� _ 5 6 txJ L_-.45 0n° 35,.49 - biz -45 3 F A � 6 35.' 4 .1„ 0 7 ti TO O - j ! S 35.73 TIC c . 377 G 2 - N W > L=-1-20. ' 1 r)_Lor) nn r /I IAIT RC -AQ ra17r7v r) 1 =PIR -1 Z z 6$ , I i vv.vu v/ }_ 11\ I vL_ru♦ VI\{ -Lf\ vnI =11+67.00 SILVERWOOD LN t�r1KIC'TDI If-%_r1nKI KI/1iC"C VlJ11J I F\U%I, I I\J11 1'4 %J I CJ CONSTRUCT 4" MIN. A.C. OVER 12" OF 955r. COMPACTED NATIVE SOIL. 02 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL 1003). s• 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 FONTANA STANDARD 1006. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W/CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) 8 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD.102,W=16' BENCHMARK: FWE 1 USCGS " A " STATION "PACEL" 1963.90'zE E'LY OF RAIL- ROAD TRACKS AND 28'f S'LY OF CL BASELINE. 1.1 MI. E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. ELEV. 1301.54 NOTE: E• 1 r- OR (7'-F ED TVA ICAI- SECTION SEE SHEET 1 2. FOR CATCH BASINS DETAIL SEE 11 STORM ORM DRAIN PLAN DWG # 3123. t TOLL FREE -"mmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WS REVISION DESCRIPTION u - _,._.._ _u � � _-__mI a . o 'L IT -M • ry LLJ In T T m Lo M 8LL $ $ 6 8 LL 00 N g 8 8 8 + +O +© O IIS r >- N N J N J N ? z L d- <t ono r7 c, �� �� �� coL horn cr,lo cr 00,0 o)0 t) �� u; a; LL_ �, O N WYNSTONE PLACE ro vi LL 04 ; PROP.30" RCP + `j o + + VD L 0000 Li --I Ln J + � + + � © S E SHEET 5 � + � + � SEE STORM DRAIN "' cri '� j "' j o �+ of U r v CO j `° j m s6, 00 00 % CO PLAN DWG 13123 U +5 f 2S o - C9n s I� rn 1 LSI 3 v I 11 12 13 14 15 1617 0 18 (, 42.9 a> 37 10+41.67 BCR 10+45.41 ECR A 48. �. ( 9 L=49. 8 94' 45.0 45 00' 4:5.0-01 - 45:00'- 45. - -- - - - 45.Ot�' - --- 6709 --- 142.9 I ` - 43:42 - 4 II TC' g CLI 60 r.. . 38.34 42:2f 43.01 H o� 42.08 -4 - - - - N24`32'0"E _ - - - �� _ TC E _ FL FL F TC 1 2 ,.:.._ _>,. .�A.�,H,...>..., . ,. , ��.�,��. w,:.:,�1, X10 _ t< 42.55:,.,4 38.31. � _�_�. � ....�_ ..;_.__ 2 FL -` _ : ' cu > •-, 7-2 .....:..: . 5' 45 ? = 2.8.7_ III 6.2 _4 .00°-_ -55.00-.- -- 5 DO' - 45_0 ' 4507' 45.00 - - 4 0' --45. 0' - 5A - - �k5 fl'-- - -00'--- 89 I II I�► 89 szsz I 87 8 R� f R4 R� R7 R1 80 7Q 7R T77 � � N � -rel 5 + I �_ 1 1 � � 1, >- .. � ., � >_ >_ lnca ISI � .-3 �� �-3: 3: � rn� r-� � I 3 I tYJ O cow cq0 OJ O� N III rn 11 cfl O to L` L` 00L` rrLL Li 7LL_ L, r -LL_ LL_ L L'_D OO + �O O O 00O L O 00 O O O O 00 O r + + + + + + + + + r) + + I r) V J 'I- J L() _j L0 _J L[) --I C4} CO -I 1 __j CO I -5 OU 11 I. N-) -I U 0 U U 0 U U 0 C) 0 :._..._ W: PROFILE SCALE: RI H - O Z. 1 40 OX + O + LJ Q 91 �8 Z :j tn -- 45.00 $ w � N� NOTE: E• 1 r- OR (7'-F ED TVA ICAI- SECTION SEE SHEET 1 2. FOR CATCH BASINS DETAIL SEE 11 STORM ORM DRAIN PLAN DWG # 3123. t TOLL FREE -"mmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WS REVISION DESCRIPTION u - _,._.._ _u � � _-__mI a . o 'L IT -M • ry LLJ In T T m Lo M 8LL $ $ 6 8 LL 00 N g 8 8 8 + +O +© O IIS r >- N N J N J N ? z L d- <t ono r7 c, �� �� �� coL horn cr,lo cr 00,0 o)0 t) �� u; a; LL_ �, O N WYNSTONE PLACE ro vi LL 04 ; PROP.30" RCP + `j o + + VD L 0000 Li --I Ln J + � + + � © S E SHEET 5 � + � + � SEE STORM DRAIN "' cri '� j "' j o �+ of U r v CO j `° j m s6, 00 00 % CO PLAN DWG 13123 U +5 f 2S o - C9n s I� rn 1 LSI 3 v I 11 12 13 14 15 1617 0 18 (, 42.9 a> 37 10+41.67 BCR 10+45.41 ECR A 48. �. ( 9 L=49. 8 94' 45.0 45 00' 4:5.0-01 - 45:00'- 45. - -- - - - 45.Ot�' - --- 6709 --- 142.9 I ` - 43:42 - 4 II TC' g CLI 60 r.. . 38.34 42:2f 43.01 H o� 42.08 -4 - - - - N24`32'0"E _ - - - �� _ TC E _ FL FL F TC 1 2 ,.:.._ _>,. .�A.�,H,...>..., . ,. , ��.�,��. w,:.:,�1, X10 _ t< 42.55:,.,4 38.31. � _�_�. � ....�_ ..;_.__ 2 FL -` _ : ' cu > •-, 7-2 .....:..: . 5' 45 ? = 2.8.7_ III 6.2 _4 .00°-_ -55.00-.- -- 5 DO' - 45_0 ' 4507' 45.00 - - 4 0' --45. 0' - 5A - - �k5 fl'-- - -00'--- 89 I II I�► 89 szsz I 87 8 R� f R4 R� R7 R1 80 7Q 7R T77 � � N � -rel 5 + I �_ 1 1 � � 1, >- .. � ., � >_ >_ lnca ISI � .-3 �� �-3: 3: � rn� r-� � I 3 I tYJ O cow cq0 OJ O� N III rn 11 cfl O to L` L` 00L` rrLL Li 7LL_ L, r -LL_ LL_ L L'_D OO + �O O O 00O L O 00 O O O O 00 O r + + + + + + + + + r) + + I r) V J 'I- J L() _j L0 _J L[) --I C4} CO -I 1 __j CO I -5 OU 11 I. N-) -I U 0 U U 0 U U 0 C) 0 :._..._ W: PROFILE SCALE: RI H - O Z. 1 40 00 00 d CL U 6 $ + d 8 $ $ $ 8 $ $ 8 8 8 00 $ $ 8 < �I STORM DRAIN EASEMEN I 8 6 17+87.81 REAR CREEK DR BEAR CREEK DRIVE =10+00.00 WYNSTONE PL NOTE: SCALE 1"=40' FOR STREET TYPICAL SECTION 1 2 '3 '4 ' 8p, 1 O' 1 0' I SEE SHEET 1 DATE ENGR, CITY DATE / pfESS/pN� Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT % o �• ok �F. 1 05 PHB & ASSOCIATES,INC. �,� �� ti VILLAGE OF HERITAGE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �`� c� ` 1620 SOUTH GRAND AVENUE O y Z GLENDORA, CALIFORNIA 91740 DRAWN BY- SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. C42723 (626) 914-6256 FAx (626) 914-5756 W EXP. 3-31-04 `a TRACT 16222 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * * STREET IMPROVEMENT PLAN STANDARDS IN EFFECT. `n�yp�, CIV I L R�\PZ�v Date 3 Z CHECKED BY: PRO BY:g�LC DRAWING NO.: �24pF CAL�FC �� CY ENGINEER R.C.E. 51152 DA�:2 3120 5 I I F--- �8 Z :j tn -- 45.00 _ w � cn QT TC 5..42 -- , FS . 45.45 D Y 0 w 7R + U O) co w r LL_ m N O Q7 / O 00 00 d CL U 6 $ + d 8 $ $ $ 8 $ $ 8 8 8 00 $ $ 8 < �I STORM DRAIN EASEMEN I 8 6 17+87.81 REAR CREEK DR BEAR CREEK DRIVE =10+00.00 WYNSTONE PL NOTE: SCALE 1"=40' FOR STREET TYPICAL SECTION 1 2 '3 '4 ' 8p, 1 O' 1 0' I SEE SHEET 1 DATE ENGR, CITY DATE / pfESS/pN� Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT % o �• ok �F. 1 05 PHB & ASSOCIATES,INC. �,� �� ti VILLAGE OF HERITAGE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �`� c� ` 1620 SOUTH GRAND AVENUE O y Z GLENDORA, CALIFORNIA 91740 DRAWN BY- SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. C42723 (626) 914-6256 FAx (626) 914-5756 W EXP. 3-31-04 `a TRACT 16222 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * * STREET IMPROVEMENT PLAN STANDARDS IN EFFECT. `n�yp�, CIV I L R�\PZ�v Date 3 Z CHECKED BY: PRO BY:g�LC DRAWING NO.: �24pF CAL�FC �� CY ENGINEER R.C.E. 51152 DA�:2 3120 5 I