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S-92-1.1130 20 N S W . U N w Z u w �l I� S= O. I LU U 0 Z n �i cn U) � h 0 / DELETED I 4I I t14 tt� l� �I oIo en 4i ti 'V `V v PE t Q h Ile "Ic i b• $ A= �I Q/ c L 0 'V i. .. N. PROFILE SCALE 4, HOFRZCQNTAL 1 "= 40' - VERTICAL 1"= 4' 285 +00 286.1.00 287 +00 288 +00 289 +00 290 +00 AIRPORT LOOP DR a„ role] 20 SA g 0 r) I � TA 2B9> 29.70 ,+700 d FL. 44'20 42.4 (RT) E4' STA- 286 + /5. 109 DCFL. OEFL.O'27 "959 "(LZ r �" C�y$•O• 23 20 /NT a FROM TAA14ENT '4 V C• ST4. 2891 43.69 49.3 (LT) /-2 ~DU- S.C.E• EC STA. 288/4.08 N �d S.C•6• `� B.0. S7A. 286,x 69. 4 P ©V• - P. d• // /I B• C STA. 289f 4/• B6 4-4 nI / l7?`OFC.s�. 4E F L. 45° .3 6r 2 RT . TANG ) STA.784 t 00 DEFL.2 °15¢93 SA—C.P. — M.C.W. D. AIRWAY 6 c3 C. TA. t3y 2 - 3-4"1 it C. STA. 286 +69. 03 E.G. S7A- Z /700 DEFT O,A 7' (LT. T PLAN SCALE AVENUE NOTE: EXISTING STRIPING DESIGNATED ON AERIAL PHOTO. 90 +RC,p.- CifYOFCM ItA.288 *�' �7) Ad4,01AII55 ►iI A. F. 12 pla � k O� 00 � S� P;� ZNo \2• S\A S�•E , B.C. STA. 289136.9 `PEFL. 45 ° 65'36.9"(ht ',TO 7,4N9EN7) STA. 299 f 2B. 85 DEF1_.44 020 42 (R7) R L TAN /1 A07 26 10'24'5,2" 146.55' 73.40 B/2.25' /0'24'5.2" 147 46' 7.;. -9.9 C3 I AW..00r /2'40' DO" 17,6.96' $9.79 GU rTER L /P CONSTRUCTION NOTES QO /vvff CONSTRUCT '! ' ^'�`/vX��P�.WITH TYPE V BEDDING O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH SIDE OF THE SEWER TRENCH. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. 31 CONSTRUCT TYPE III PIPE SUPPORT PER STANDARD DETAIL S -37 -2. SEE APPENDIX IN SPECS. .P 0 10 LY. N R CT 20" L IT IN /�N N 6' 10'PRC T OCR E ALTP TIL / HC T�2 Y` DELETED' AS BU /LT COUNTY SANITATION DISTRICTS OF QpofESSin ORANGE COUNTY, CALIFORNIA Y yQ��ycEHEs <<,yc DISTRICTS NOS. 6,7 & 14 Z C01771+ m E FkxAe XP. 04730/93 • 1501 Quail Street P.O. Box 3030 * * Er71q Newport Beach, California 92658 -9 CNIL r �C 'IEOF CAL�� 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 282 + 00.00 TO STA. 290 + 00.00 14 -1• / A-S i30/L7- CS /L3 S I 9 -91 DESIGNED BY DRAWN BY SHEET . N0 DESCRIPTION APPROVED DATE M.O.B. R.S. REVISIONS CH C DS. SSE T.1989 ENGINEER rR C.E. DATE OF 31 SHE H N W W i\ hh 282+00 2 283+00 O O 0 O 2'PE IN 6 6�C,4SN 4- G C; C\1 0 / DELETED I 4I I t14 tt� l� �I oIo en 4i ti 'V `V v PE t Q h Ile "Ic i b• $ A= �I Q/ c L 0 'V i. .. N. PROFILE SCALE 4, HOFRZCQNTAL 1 "= 40' - VERTICAL 1"= 4' 285 +00 286.1.00 287 +00 288 +00 289 +00 290 +00 AIRPORT LOOP DR a„ role] 20 SA g 0 r) I � TA 2B9> 29.70 ,+700 d FL. 44'20 42.4 (RT) E4' STA- 286 + /5. 109 DCFL. OEFL.O'27 "959 "(LZ r �" C�y$•O• 23 20 /NT a FROM TAA14ENT '4 V C• ST4. 2891 43.69 49.3 (LT) /-2 ~DU- S.C.E• EC STA. 288/4.08 N �d S.C•6• `� B.0. S7A. 286,x 69. 4 P ©V• - P. d• // /I B• C STA. 289f 4/• B6 4-4 nI / l7?`OFC.s�. 4E F L. 45° .3 6r 2 RT . TANG ) STA.784 t 00 DEFL.2 °15¢93 SA—C.P. — M.C.W. D. AIRWAY 6 c3 C. TA. t3y 2 - 3-4"1 it C. STA. 286 +69. 03 E.G. S7A- Z /700 DEFT O,A 7' (LT. T PLAN SCALE AVENUE NOTE: EXISTING STRIPING DESIGNATED ON AERIAL PHOTO. 90 +RC,p.- CifYOFCM ItA.288 *�' �7) Ad4,01AII55 ►iI A. F. 12 pla � k O� 00 � S� P;� ZNo \2• S\A S�•E , B.C. STA. 289136.9 `PEFL. 45 ° 65'36.9"(ht ',TO 7,4N9EN7) STA. 299 f 2B. 85 DEF1_.44 020 42 (R7) R L TAN /1 A07 26 10'24'5,2" 146.55' 73.40 B/2.25' /0'24'5.2" 147 46' 7.;. -9.9 C3 I AW..00r /2'40' DO" 17,6.96' $9.79 GU rTER L /P CONSTRUCTION NOTES QO /vvff CONSTRUCT '! ' ^'�`/vX��P�.WITH TYPE V BEDDING O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH SIDE OF THE SEWER TRENCH. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. 31 CONSTRUCT TYPE III PIPE SUPPORT PER STANDARD DETAIL S -37 -2. SEE APPENDIX IN SPECS. .P 0 10 LY. N R CT 20" L IT IN /�N N 6' 10'PRC T OCR E ALTP TIL / HC T�2 Y` DELETED' AS BU /LT COUNTY SANITATION DISTRICTS OF QpofESSin ORANGE COUNTY, CALIFORNIA Y yQ��ycEHEs <<,yc DISTRICTS NOS. 6,7 & 14 Z C01771+ m E FkxAe XP. 04730/93 • 1501 Quail Street P.O. Box 3030 * * Er71q Newport Beach, California 92658 -9 CNIL r �C 'IEOF CAL�� 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 282 + 00.00 TO STA. 290 + 00.00 14 -1• / A-S i30/L7- CS /L3 S I 9 -91 DESIGNED BY DRAWN BY SHEET . N0 DESCRIPTION APPROVED DATE M.O.B. R.S. REVISIONS CH C DS. SSE T.1989 ENGINEER rR C.E. DATE OF 31 SHE / DELETED I 4I I t14 tt� l� �I oIo en 4i ti 'V `V v PE t Q h Ile "Ic i b• $ A= �I Q/ c L 0 'V i. .. N. PROFILE SCALE 4, HOFRZCQNTAL 1 "= 40' - VERTICAL 1"= 4' 285 +00 286.1.00 287 +00 288 +00 289 +00 290 +00 AIRPORT LOOP DR a„ role] 20 SA g 0 r) I � TA 2B9> 29.70 ,+700 d FL. 44'20 42.4 (RT) E4' STA- 286 + /5. 109 DCFL. OEFL.O'27 "959 "(LZ r �" C�y$•O• 23 20 /NT a FROM TAA14ENT '4 V C• ST4. 2891 43.69 49.3 (LT) /-2 ~DU- S.C.E• EC STA. 288/4.08 N �d S.C•6• `� B.0. S7A. 286,x 69. 4 P ©V• - P. d• // /I B• C STA. 289f 4/• B6 4-4 nI / l7?`OFC.s�. 4E F L. 45° .3 6r 2 RT . TANG ) STA.784 t 00 DEFL.2 °15¢93 SA—C.P. — M.C.W. D. AIRWAY 6 c3 C. TA. t3y 2 - 3-4"1 it C. STA. 286 +69. 03 E.G. S7A- Z /700 DEFT O,A 7' (LT. T PLAN SCALE AVENUE NOTE: EXISTING STRIPING DESIGNATED ON AERIAL PHOTO. 90 +RC,p.- CifYOFCM ItA.288 *�' �7) Ad4,01AII55 ►iI A. F. 12 pla � k O� 00 � S� P;� ZNo \2• S\A S�•E , B.C. STA. 289136.9 `PEFL. 45 ° 65'36.9"(ht ',TO 7,4N9EN7) STA. 299 f 2B. 85 DEF1_.44 020 42 (R7) R L TAN /1 A07 26 10'24'5,2" 146.55' 73.40 B/2.25' /0'24'5.2" 147 46' 7.;. -9.9 C3 I AW..00r /2'40' DO" 17,6.96' $9.79 GU rTER L /P CONSTRUCTION NOTES QO /vvff CONSTRUCT '! ' ^'�`/vX��P�.WITH TYPE V BEDDING O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH SIDE OF THE SEWER TRENCH. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. 31 CONSTRUCT TYPE III PIPE SUPPORT PER STANDARD DETAIL S -37 -2. SEE APPENDIX IN SPECS. .P 0 10 LY. N R CT 20" L IT IN /�N N 6' 10'PRC T OCR E ALTP TIL / HC T�2 Y` DELETED' AS BU /LT COUNTY SANITATION DISTRICTS OF QpofESSin ORANGE COUNTY, CALIFORNIA Y yQ��ycEHEs <<,yc DISTRICTS NOS. 6,7 & 14 Z C01771+ m E FkxAe XP. 04730/93 • 1501 Quail Street P.O. Box 3030 * * Er71q Newport Beach, California 92658 -9 CNIL r �C 'IEOF CAL�� 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 282 + 00.00 TO STA. 290 + 00.00 14 -1• / A-S i30/L7- CS /L3 S I 9 -91 DESIGNED BY DRAWN BY SHEET . N0 DESCRIPTION APPROVED DATE M.O.B. R.S. REVISIONS CH C DS. SSE T.1989 ENGINEER rR C.E. DATE OF 31 SHE b• $ A= �I Q/ c L 0 'V i. .. N. PROFILE SCALE 4, HOFRZCQNTAL 1 "= 40' - VERTICAL 1"= 4' 285 +00 286.1.00 287 +00 288 +00 289 +00 290 +00 AIRPORT LOOP DR a„ role] 20 SA g 0 r) I � TA 2B9> 29.70 ,+700 d FL. 44'20 42.4 (RT) E4' STA- 286 + /5. 109 DCFL. OEFL.O'27 "959 "(LZ r �" C�y$•O• 23 20 /NT a FROM TAA14ENT '4 V C• ST4. 2891 43.69 49.3 (LT) /-2 ~DU- S.C.E• EC STA. 288/4.08 N �d S.C•6• `� B.0. S7A. 286,x 69. 4 P ©V• - P. d• // /I B• C STA. 289f 4/• B6 4-4 nI / l7?`OFC.s�. 4E F L. 45° .3 6r 2 RT . TANG ) STA.784 t 00 DEFL.2 °15¢93 SA—C.P. — M.C.W. D. AIRWAY 6 c3 C. TA. t3y 2 - 3-4"1 it C. STA. 286 +69. 03 E.G. S7A- Z /700 DEFT O,A 7' (LT. T PLAN SCALE AVENUE NOTE: EXISTING STRIPING DESIGNATED ON AERIAL PHOTO. 90 +RC,p.- CifYOFCM ItA.288 *�' �7) Ad4,01AII55 ►iI A. F. 12 pla � k O� 00 � S� P;� ZNo \2• S\A S�•E , B.C. STA. 289136.9 `PEFL. 45 ° 65'36.9"(ht ',TO 7,4N9EN7) STA. 299 f 2B. 85 DEF1_.44 020 42 (R7) R L TAN /1 A07 26 10'24'5,2" 146.55' 73.40 B/2.25' /0'24'5.2" 147 46' 7.;. -9.9 C3 I AW..00r /2'40' DO" 17,6.96' $9.79 GU rTER L /P CONSTRUCTION NOTES QO /vvff CONSTRUCT '! ' ^'�`/vX��P�.WITH TYPE V BEDDING O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH SIDE OF THE SEWER TRENCH. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. 31 CONSTRUCT TYPE III PIPE SUPPORT PER STANDARD DETAIL S -37 -2. SEE APPENDIX IN SPECS. .P 0 10 LY. N R CT 20" L IT IN /�N N 6' 10'PRC T OCR E ALTP TIL / HC T�2 Y` DELETED' AS BU /LT COUNTY SANITATION DISTRICTS OF QpofESSin ORANGE COUNTY, CALIFORNIA Y yQ��ycEHEs <<,yc DISTRICTS NOS. 6,7 & 14 Z C01771+ m E FkxAe XP. 04730/93 • 1501 Quail Street P.O. Box 3030 * * Er71q Newport Beach, California 92658 -9 CNIL r �C 'IEOF CAL�� 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 282 + 00.00 TO STA. 290 + 00.00 14 -1• / A-S i30/L7- CS /L3 S I 9 -91 DESIGNED BY DRAWN BY SHEET . N0 DESCRIPTION APPROVED DATE M.O.B. R.S. REVISIONS CH C DS. SSE T.1989 ENGINEER rR C.E. DATE OF 31 SHE GU rTER L /P CONSTRUCTION NOTES QO /vvff CONSTRUCT '! ' ^'�`/vX��P�.WITH TYPE V BEDDING O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH SIDE OF THE SEWER TRENCH. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. 31 CONSTRUCT TYPE III PIPE SUPPORT PER STANDARD DETAIL S -37 -2. SEE APPENDIX IN SPECS. .P 0 10 LY. N R CT 20" L IT IN /�N N 6' 10'PRC T OCR E ALTP TIL / HC T�2 Y` DELETED' AS BU /LT COUNTY SANITATION DISTRICTS OF QpofESSin ORANGE COUNTY, CALIFORNIA Y yQ��ycEHEs <<,yc DISTRICTS NOS. 6,7 & 14 Z C01771+ m E FkxAe XP. 04730/93 • 1501 Quail Street P.O. Box 3030 * * Er71q Newport Beach, California 92658 -9 CNIL r �C 'IEOF CAL�� 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 282 + 00.00 TO STA. 290 + 00.00 14 -1• / A-S i30/L7- CS /L3 S I 9 -91 DESIGNED BY DRAWN BY SHEET . N0 DESCRIPTION APPROVED DATE M.O.B. R.S. REVISIONS CH C DS. SSE T.1989 ENGINEER rR C.E. DATE OF 31 SHE