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HomeMy WebLinkAbout2491-10.tif# L.O.C.=41.59' PORT 50' VC P1=13689.26 , I ( L.O.C.-55.7.9 PORT. 80 VC , M P1=1 91.82 L.O.C.=39.27 i CO n 00 U U 1 00 :2 F -m U C) o o 00 0i o F- oNo. O 04 U U U U U I c0D N 00 F-- m ~ FU- W CO,,6174A/4 (0 -t CSD O 04 O 00 .-- 0 � .- W) tf) W t � N+ °�° omo U U vCD 00 A,/4 - O N N O O °/4 °/4 tet- T- to co o �-' w �-- or7 �''� °/4 - +coo Dorn rn Com~ C3 to �' 50' VC L.O.C.=39.38 °/4 0 .-- .� c0 + co d- ,N o to Lo rn oo �� _00 I = ,�+, c(o '� 00 o U m P1=1676.50 + TAN. R 3.14% + �-- � co orn U U = o co (o r _.. _ _ a...T R ..1..8 _ . . 1685 ©�: w U _ 1685 1690 °/4 + 0000 00 000 � ~ m F- U H ~ s }' CO 00 0) po p (T W N (0 R=(-)3.57% 1 50 VC oo t` ui ccs o c0 a) � c(o c0 ? P1=16$9.23 _ + (0 to i° Ir- -' cn U R 3.9390 0 0 + j� U. V) O /4 °/4 1 "�� o r� �� > °/4 /4 z _ ' ro w �- v r ° ° 80' VC J 3 o o o w _j PI -1 91. 0 N 00 p O W I U U ZD i 3 �� �+. 00� R=1.22% o� �N m� MU- WL .-- + •- + (�D o li W� O 00 W O N O p X J oo� v 06 (D o0) orn w R=2,00% � J o� �� +� U� CO 0 0 co I +� 00 < _j z 1685 _ 1690 . � _ ..... __ .. 16970% I Nm 006 w X w - + I I r- CO CO o J J(10 r CD r) U N ULA + r` o 00 R=4.85% R=(-)5.00% 3.939' (0 _o o VN ~' ? + + CO O Q_ z(n C) l f i 0 J� J W od o6 i O o6000 ui 000 a. r + (0(0 00 i TAN. R=2.40% W U i~ o e- O � r U , N + 00 r- 00 U m U 50 VC + r\ oc U ° N° o '- O ~' P1=1676. 0 TAN. R=6.08% U U p U U -- __. - _.. - _ _ Co� � � � o � �` � � � � .� _ 1685- + ...____.._._._..._.Rw_.:.. 463%o. -o v, m �- o w F-• U > L.O.C.-36.53 1690 rn rn rn 0' r� o� o 00 + ((0 0 0o p V m V U co cn co °� 00 oo oo o o O a� M U i °/4 EU- °/4 d" + (0 R, 3 + Uri cci �ci rn ~ i ! °/4 o w fv- v °/4 ° 939° T � � + r,,,- V- ro o CK oo m� U /4° + .-- r\ tet• to I °/4 U cn U o rn o r` /4 L.O.C.-39.27 PORT. 50 VC o o �r ,�� o PI 16#89.26 T-00 co o c.i rn Fv- i °/4 °/4 ~ r; r: + 110 4-. 00 orno °.) 0 �- EA/4 oo 00 R=4.85% o oo 000 ca co 00 � HIORZ.1 *- HORZ.1"-40' 40 � � PORT. 80' VC VERT. 11=81 { L.O.C.=54.98 P1= 691.82 L.O.C.=39.27 VER'. 1'-4' 15+00 14+00 13+00 12+00 11+00 10+00 10+00 11+00 12+00 CONSTRUCTION NOTES: s�. aF 11 --CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, Fs SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. 'QEF O -CONST. 6„ PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. / '0 1> (D --CONST. 4.5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER 81 � Q CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. j / &--STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118 TYPE 2 (POLYCARBONATE) ) LUMINAIRE K118-EAR-11-150-HPS- K12 QHS-TS--PR-EDISON-LEXAN TO BE INSTALLED BY SCE. �CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 w q' 1 W =16 w ST A_A ) z q 6 6X81 S3 sh 82 '`� CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE � •36 S UTyF o ��Q'' 71 PAVEMENT WITHIN HUNTER'S RIDGE. INSTALL PER DETAIL ON SHEET 9. I II a �I n' w `q�6 STR ^� &_R1 STOP SIGN TO BE INSTALLED BY THE CITY OF FONTANA. II I I II I r o SEE SHEET NO. 4 II Q = \ u �A I (" SEE SHEET N0. 7 IIo + E 2 70 �^� LA SARRE DRIVE PAINTED STOP BAR AND STOP PAVEMENT MARKINGS PER CALTRANS o I I ,.. `II r ST. ALBERT DRIVE 12 / a��� �• U = STANDARDS TO BE INSTALLED BY THE CITY OF FONTANA. II o � 6a .�44�- ^ m U w I I o coo �� � 7 � 83 ,O� ga9 ��X / o I 0 ( (( I( I I p 0} I I `�` ``','II' o 69 N w 65 I + I I ` 1 83 I �I s •� � o I / (o ° + I + � ICD 7 3TC °° N Z 6689.23F1 63. ( '- cn 67 0 � Q I- S 68 V) U I �� ;I o ij ���\\ " 0 26 T, 8 N u,to 04 ; I S° 0 3'' �'�"'� 12 :/ ► 691.25TC STA. 11+85.00 OSHAWA AVENUE 0 64 i I . ��, � .� e 1 °° �, O 69o.75FL N 9�t'___=STA. 25+67.18 ST. ALBERT DRIVE yFF 3 � �� z Y ,� �� _ t �� 1 �< < 6 _ C 59+oo g , N63 20 00 W 26 6 h o n 6 8 I 689.98TC to 00 00 ���� BRIDLEPATH �,, N ,�• _ Q2 9T N , » �o h' F FSS - - I ' I Q ��`. KL7�! 689.48FL W DRIVE °o�, ti",�� ` . ,� �, B 12 00 9F ° �, > > +oo N 89 59 06 W�to M � � � �.. off°' o,F� "oo 00 '�� �, G -.� __-�.. ���.`-._........__. �' ;� � / I . ... ... I 1 o Q J 27 ��°�°� `- N �C' STA. 10+00.00 SOUTHEND ST. \\ I�,,�'/ �� / o �. � � K I 2 5 to U V 2 8 ryX 29 M 30 0 00 + Cn =STA. 23+26.45 LA SARRE DR. NI 1.x.1 2 63 = I oi�� o {a I O 31 3 2 m + 158 ; !" 52 11 o /- hilb ? , V_ llv O RECORD DRAWINGFES � Q� r,%3RT g The information on this drawing +s obtained from ethers and ® must he verified in the f�^tj by an>npia Orlr;r to use or ' onstrl�etion. HALL F t��,',"r�l. 1NC, is not resnonsibin for Cj S`�`�� 9 C iliti loCat�,,�, nr d �+c.t�OnS. All above rrnlrnd so N DP S�� � �, ��,»�� _ ' ��ndergmund fac � f�+�►�� ,� n � r�f�� th � ►� h facilities Can h r�.�:.!►� sen a d Ve .d by e O�rt..s that ` e � intPnt1 to w -',P came. r. GRAPHIC SCALE V\oo ESS, The Consultina Group 40 o zo ao so iso ��� �c A• P �, �,? 6 Morgan, Suite 100 CODN .35275 Z �, Irvine, California 92618 ( IN FEET) Exp.9/30/99 * (714)587-3012 FAX (714)472-3176 1 inch = 40 rt. �9 CI'VI1. ���� rEcor�v ,O?A141I 6; FORT�r, 70�� 6=80 PREPAR D UN ER SUPERVISION OF: OF CAi.��� O/YLY TY REVISIONS APPROVAL DATE APPROVAL I DATE THOMAS A. PETERSEN R.C.E. 3527 '.W 3 o co Z Z: 1 m +� -- Q o LON d- c�1 5' C3 ± 10 18' 18'10' 28 28' z 2 4 6' W ST. ALBERT DRIVE SEE SHEET NO. 7 OSHAWA AVENUE CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: HORZ. DESIGNED BY SOU�END ST. & OSHAWA AVE. VERT.:.ASMSHOWN (/)sEs TRACT N0. 14570-1 0 CHECKED BY DATE: r- TAP PLAN AND PROFILE 47/24/97 toNLn JOB N0. DR. N0. ISHT. N0. r-- APPROVED �� �-�� '7' DATE: CITY ENGINEER R.C.E. 25126 .1 2491 � OAF I CURVE DATA DELTA RADIUS LENGTH TANGENT A 26.39'06" 200.00' 93.03' 47.37' B 26.39'06" 218.00' 101.41' 51.64' C 26.39'06" 182.00' 84.66' 43.11' D 90.00'00" 25.00' 39.27' 25.00' E 95'18'57" 25.00' 41.59' 27.43' F 90.15'05" 25.00' 39.38' 25.11' G 83.43'11 25.00' 36.53' 22.40' H 90.00'00" 25.00' 39.27' 25.00' 90'00'00" 25.00' 39.27' 25.00' J 91'20'16" 35.00' 55.79' 35.83' K 90'00'00" 35.00' 54.98' 35.00' 29 M 30 0 00 + Cn =STA. 23+26.45 LA SARRE DR. NI 1.x.1 2 63 = I oi�� o {a I O 31 3 2 m + 158 ; !" 52 11 o /- hilb ? , V_ llv O RECORD DRAWINGFES � Q� r,%3RT g The information on this drawing +s obtained from ethers and ® must he verified in the f�^tj by an>npia Orlr;r to use or ' onstrl�etion. HALL F t��,',"r�l. 1NC, is not resnonsibin for Cj S`�`�� 9 C iliti loCat�,,�, nr d �+c.t�OnS. All above rrnlrnd so N DP S�� � �, ��,»�� _ ' ��ndergmund fac � f�+�►�� ,� n � r�f�� th � ►� h facilities Can h r�.�:.!►� sen a d Ve .d by e O�rt..s that ` e � intPnt1 to w -',P came. r. GRAPHIC SCALE V\oo ESS, The Consultina Group 40 o zo ao so iso ��� �c A• P �, �,? 6 Morgan, Suite 100 CODN .35275 Z �, Irvine, California 92618 ( IN FEET) Exp.9/30/99 * (714)587-3012 FAX (714)472-3176 1 inch = 40 rt. �9 CI'VI1. ���� rEcor�v ,O?A141I 6; FORT�r, 70�� 6=80 PREPAR D UN ER SUPERVISION OF: OF CAi.��� O/YLY TY REVISIONS APPROVAL DATE APPROVAL I DATE THOMAS A. PETERSEN R.C.E. 3527 '.W 3 o co Z Z: 1 m +� -- Q o LON d- c�1 5' C3 ± 10 18' 18'10' 28 28' z 2 4 6' W ST. ALBERT DRIVE SEE SHEET NO. 7 OSHAWA AVENUE CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: HORZ. DESIGNED BY SOU�END ST. & OSHAWA AVE. VERT.:.ASMSHOWN (/)sEs TRACT N0. 14570-1 0 CHECKED BY DATE: r- TAP PLAN AND PROFILE 47/24/97 toNLn JOB N0. DR. N0. ISHT. N0. r-- APPROVED �� �-�� '7' DATE: CITY ENGINEER R.C.E. 25126 .1 2491 � OAF I