Loading...
HomeMy WebLinkAbout3018-41355 - 1350 - 1345 - 1340 - 1335 - • tD • C STREET FINISHED SURFACE II _ O C 7� + W _. - - - O _ Z ® Ct STREET - _. _ - - - z - - 1 EXISTING GROUND �, _ - _ lly r W _ _ . 3 �• _ _ _ O � STREET c� _p N -_ - O _:- _-- - ____ ___ -__ __ __ __ -_ ._.__ ____ __ __ -_ ___ _ _ _ __ __--_ _ __5 __ ___ _ ___ _ __ _ _. _ d I W _ N - - _ - - - - - - N -�-1355- II _ -._ , .. FINISHED SUR FAC E - -- -Uj - CN J - - - _ STREET _ . I _- W --- - -- - . - --= - _ - ACE ft -- .. . __ _ - rw _.._. I _.. _ _. _. .. ,.. -. _ _ -. ,. -.. - .._ ..............n ..._, ....._... .,.. ... .., .. _.... ,. �.-.,,,,,.. - .. .. .� T _ --.�-" �._� _...-1350 - - : - _.._ �\ �G17 j -1345 - : r 9 - ? - Iti OT My k � - �_ '� TFR - _ _ _ __" - . _- _ _ - - 410 -: _ - - S=0.0048 _ .0040 _ _ .;: __ - T N �S I ti `� , o, _ - -1340 / - ,�\� S' _ ►A �, o _ - ,� - _- _ i_: _ - -- - 10+00 STA. 9+95.00 OLYMPIA AVENUE =STA. 18+15.06 MEMPHIS DRIVE 1 (� M. H. NO. 5 5' WILY OF (L 3 3 3 0 0 S 9 Q Q 5 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 178.19 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 178.19 L.F. 8" EXTRA STRENGTH V.C.P. - INSTALL 246.00 L.F. 8" EXTRA STRENGTH V.C.P. . I PROFILE SCALES _ - - - - - _ __-_ _ . __ __ _ __ _ H OR I Z. 1 - 40 VERT. 1 =411+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 STA. 12+41.25 OLYMPIA AVENUE M. 14+23.44 A. 16+05.63 1 =STA. 9+95.00 BOISE AVENUE M.H. N0. 6 1 �M. H. NO. 7 1 TERMINUS M.H. NO. 8 5' W LY OF % 5, WILY OF 5 WILY OF 3 3 OLYMPIA JUNEAU �s �. o AVENUE LANE 3 3 3 3 3 3 3 3 3 x ,� o, STA. 12+45.00 BOISE AVENUE U hX 3 SEE LEFT SEE SHEET 3 a� � m � --- / � /`, INT. 10+00.00 BOISE AVENUE =STA. 9+95.00 JUNEAU LANE 25 N M N � r / N M N M N Ll', o� 50 1 + + + + + + + + + Q 5 0 �Q' x = STA. 12+46.25 OLYMPIA AVENUE M.H. NO. 9 I N N / M c �n c-, '�`o I 25 2 ' 18, 5' . / 4 9 cn ��Q' I 18' 18 1 5' WILY OF Z i 3.05' 40 N N 41 42 N N 43 44 N N 45 46 N N 47 48 N , 15' , 5' ,N 0 51 1 5' 10 60 61 01LLJ BW �; „ L=36.00' 'ti 44 I 1 o i I I _ o _S M BW O BW o RAW RAW �, it , !�� BW "' I "�' 1 '� , , 1 0 BW 7 6 48.5 50.00' 50.00' 50.00' 50.00' 50.00"' - ,3304 / �`��' I 3 ? Z - - - -50.00 - - 50.00 - - 50.00 - - I PROPOSED 8 WATER R W I 82.00 82.00 / I ------------ Lei LO )'21"E °--° 242.25 2 ,400 - 5 2 4 ;, ��---- ,� 11+00 �, 00 12+00 2 13+00 ;�, ,r, 2 15+00 ,r,I I © i N89 56'39 W 11+00 ,� 246.00' �� BW 7 7 w __ -- - W_--1_ --- - 1 - _ � I � 2 � ST • N I ' q 3 50.00 5D.00' 50.00' 11.0�70oj 9� RAW OPOSED= R/W ��¢� �� STq 3 OI c`v 38.00' -- 50.00' 37.21' 1L 3 45' - o A I 1 8" WATER � �' " o "' L=36.00' FH �S'`gS 4 2 01 CD g � R�W � �:=J7.45'- 001- O 8 3 LN 5 3 STA. 9+95.00 BOISE AVENUE I o c u L 111 I J 3 =STA. 12+41.25 OLYMPIA AVENUE ZI t - -1 � 60 59 58 57 56 55 1 �M.H.NO.6 1 5, 5 1 �' 78 1 1 + + r + �+ 5' S'LY OF s� 00., 71 150 1 N BW -- BW 54 1 8 2 N 81 80 1 25 1 a Q Q Q 15+95.63 RADIUS POINT � 50 o+ 8 3 + + 79 �x cfr 18'1 1 181-1141 Cn L/I Ln Ln U o 1 25 2 CN 18 18 c i C/1 N � MEMPHIS INT. 10+00.00 OLYMPIA AVENUE 3 3 3 3 3 L' 3 DRIVE = STA. 10+00.00 MEMPHIS DRIVE AVENUE OLYMPIA 3 3 3 SEE SHEET 3 r INT. 12+46.25 OLYMPIA AVENUE 3 3 SEE RIGHT = STA. 10+00.00 BOISE AVENUE OLYMPIA AVENUE Or Underground Service Alerf OEFORE yo Goy Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG OWNER / DEVELOPER: NEW WEST PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 375-A NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: CRY B.Y. N0. 361 9D.= 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA do BASELINE CONSTRUCTION NOTES o o N N 38 g TABLE STATIONS � DESIGN AS BUILT LOT DESIGN AS BUILT LOT DESIGN AS BUILT 38 10+03 48 37 58 13+81 39 N 49 L=35.50' - x\23 13+71 � u N - 11+25 �� 15+99 X81 12+94 41 11+35 51 16+01 79 12+41 42 12+25 52 36 00 80 12+24 43 N00'0; 53 15+95 81 11+77 44 13+25 54 15+79 82 11+26 45 13+35 55 15+73 83 10+50 46 14+28 56 14+81 84 10+50 wi-V 14+35 57 14+71 77.! 35 84 a L=14.32'Uj L=11.51' 00 rn 96.00' 00 I 18' I 5 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 178.19 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 178.19 L.F. 8" EXTRA STRENGTH V.C.P. - INSTALL 246.00 L.F. 8" EXTRA STRENGTH V.C.P. . I PROFILE SCALES _ - - - - - _ __-_ _ . __ __ _ __ _ H OR I Z. 1 - 40 VERT. 1 =411+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 STA. 12+41.25 OLYMPIA AVENUE M. 14+23.44 A. 16+05.63 1 =STA. 9+95.00 BOISE AVENUE M.H. N0. 6 1 �M. H. NO. 7 1 TERMINUS M.H. NO. 8 5' W LY OF % 5, WILY OF 5 WILY OF 3 3 OLYMPIA JUNEAU �s �. o AVENUE LANE 3 3 3 3 3 3 3 3 3 x ,� o, STA. 12+45.00 BOISE AVENUE U hX 3 SEE LEFT SEE SHEET 3 a� � m � --- / � /`, INT. 10+00.00 BOISE AVENUE =STA. 9+95.00 JUNEAU LANE 25 N M N � r / N M N M N Ll', o� 50 1 + + + + + + + + + Q 5 0 �Q' x = STA. 12+46.25 OLYMPIA AVENUE M.H. NO. 9 I N N / M c �n c-, '�`o I 25 2 ' 18, 5' . / 4 9 cn ��Q' I 18' 18 1 5' WILY OF Z i 3.05' 40 N N 41 42 N N 43 44 N N 45 46 N N 47 48 N , 15' , 5' ,N 0 51 1 5' 10 60 61 01LLJ BW �; „ L=36.00' 'ti 44 I 1 o i I I _ o _S M BW O BW o RAW RAW �, it , !�� BW "' I "�' 1 '� , , 1 0 BW 7 6 48.5 50.00' 50.00' 50.00' 50.00' 50.00"' - ,3304 / �`��' I 3 ? Z - - - -50.00 - - 50.00 - - 50.00 - - I PROPOSED 8 WATER R W I 82.00 82.00 / I ------------ Lei LO )'21"E °--° 242.25 2 ,400 - 5 2 4 ;, ��---- ,� 11+00 �, 00 12+00 2 13+00 ;�, ,r, 2 15+00 ,r,I I © i N89 56'39 W 11+00 ,� 246.00' �� BW 7 7 w __ -- - W_--1_ --- - 1 - _ � I � 2 � ST • N I ' q 3 50.00 5D.00' 50.00' 11.0�70oj 9� RAW OPOSED= R/W ��¢� �� STq 3 OI c`v 38.00' -- 50.00' 37.21' 1L 3 45' - o A I 1 8" WATER � �' " o "' L=36.00' FH �S'`gS 4 2 01 CD g � R�W � �:=J7.45'- 001- O 8 3 LN 5 3 STA. 9+95.00 BOISE AVENUE I o c u L 111 I J 3 =STA. 12+41.25 OLYMPIA AVENUE ZI t - -1 � 60 59 58 57 56 55 1 �M.H.NO.6 1 5, 5 1 �' 78 1 1 + + r + �+ 5' S'LY OF s� 00., 71 150 1 N BW -- BW 54 1 8 2 N 81 80 1 25 1 a Q Q Q 15+95.63 RADIUS POINT � 50 o+ 8 3 + + 79 �x cfr 18'1 1 181-1141 Cn L/I Ln Ln U o 1 25 2 CN 18 18 c i C/1 N � MEMPHIS INT. 10+00.00 OLYMPIA AVENUE 3 3 3 3 3 L' 3 DRIVE = STA. 10+00.00 MEMPHIS DRIVE AVENUE OLYMPIA 3 3 3 SEE SHEET 3 r INT. 12+46.25 OLYMPIA AVENUE 3 3 SEE RIGHT = STA. 10+00.00 BOISE AVENUE OLYMPIA AVENUE Or Underground Service Alerf OEFORE yo Goy Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG OWNER / DEVELOPER: NEW WEST PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 375-A NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: CRY B.Y. N0. 361 9D.= 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA do BASELINE CONSTRUCTION NOTES AV E N U E INT. 12+50.00 BOISE AVENUE SEE LEFT = STA. 10+00.00 JUNEAU LANE BOISE AVENUE 11 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 SCALE: 1" = 40' INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 0 20' 40' 80' 120' 160' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEWER LATERAL TABLE STATIONS LOT DESIGN AS BUILT LOT DESIGN AS BUILT LOT DESIGN AS BUILT 38 10+03 48 15+25 58 13+81 39 10+40 49 15+70 59 13+71 40 11+25 50 15+99 60 12+94 41 11+35 51 16+01 79 12+41 42 12+25 52 15+97 80 12+24 43 12+35 53 15+95 81 11+77 44 13+25 54 15+79 82 11+26 45 13+35 55 15+73 83 10+50 46 14+28 56 14+81 84 10+50 47 14+35 57 14+71 AV E N U E INT. 12+50.00 BOISE AVENUE SEE LEFT = STA. 10+00.00 JUNEAU LANE BOISE AVENUE 11 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 SCALE: 1" = 40' INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 0 20' 40' 80' 120' 160' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER QRpFESS/pN o A. q ���`' P� S�!y�F� y2 z m p. 2 317 yt Exp. 12/31 /05 s qT CIVIC FCF CA1-�F�� CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA 11651 STERLING AVENUE, SUITE E RIVERSIDE CALIFORNIA 92503 (909) 785-5122 FAX (909) 785-5180 DRAWN BY: SE SEWER IMPROVEMENT PLANS TRACT 15964 OLYMPIA AV E & _- OISE A EN __1 SCALE: 1"=40' DESIGNED BY: RAS ZINN DATE: JUNE, 2001 Q PREPARED BY: R.C.E. N0. 25917 EXP. 12/31/0 �� DATE: �'�a-oZ RICHARD A. SCIANNI /I A E MARK BY DATE A DATE ENGINEER REVISIONS CIN CHECKED I)JAPPR DEC OVED l^� C ENGINEER: RICARDO SANDOVAL R.C.E. 51152 DWG. N0. 3018 ET F45 JN545/1 1 -12-01 /545_-fsewer4.DWG/S:40