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19-0115_SANCON ENGINEERING, INC_Contract Exhibits (Conformed Set)Im Legend • Rehabilitate Manhole at this location ZA NO. BY I REVISION DESCRIPTION DATE MM I Add 11 manhole rehabilitations. 11;18 ORANGE COUNTY AN CITY OF SAN JUAN CAPISTRANO N ow ANNUAL SEWER REHABILITATION PROGRAM (CIP 18701) LfR`SHEET INDEX 32151 32271 1 r ^oma 1 2 32izv 30 A rn v= A CID rO 32121 4 295.3 iti10. RM N N 0 32052 N Rr N o\o B w b' 0 134 RM I43.4 I �^ 35 { oyo RIM C 9� \ 0�1 15\ ry NN Legend N N Legend I s o10seo OV 0 Raise Manhole O Cleanout Q Raise Cleanout From MH Drop Manhole Q Rehabilitate Manhole O Standard Manhole WN Rehabilitate Pipe B11142 B11141 m 32031I I I 3203 2 CONSTRUCTION NOTES: N ELLE RICA RD �s O Segment A: Clean pipe and install full length CIPP liner (MH to MH). a �s� Install top hat style lateral repair at tap located 152 FT from MH 141 per Specification Section 13700. IN W N 2s� 2O Segment B: Clean pipe and install full length CIPP liner (MH to MH). 30 Segment C: Clean pipe and install full length CIPP liner (MH to MH). Install top hat style lateral repair at tap located 8FT from N N o MH 117 per Specification Section 13700. Raise MH per detail in Appendix A. N 32217 0R`ti m "0 322 0.�, GENERAL NOTES: 21 � 9ti 9ti�0 3titi 1. Contractor shall submit traffic control plans to the City for approval prior to construction. tiff 0 33'30p 3�L1� N eti '�ti3�1 3���ti 0 wry^ �, g'L 3�tiq� SP�� 3�3g0 N 32327 ,�'\ 32312 0.0 0. 32322 3232/ n. 3360 O sllo 0�,sg6 3ti3g6 � 7 w 168.3p CALL TOLL FREE , 1 n Know. whars below. Call We working before you dig. _n�erground Service Alen 32332 \\ \ 32363 B12 N SEWER REHABILITATION (CIP 18701) B11w E City of San Juan Capistrano S _n i I s o10seo OV WN WN Diameter From MH To MH WN ' Inv. Out Slope WN � B11142 B11141 164.91 297.43 287.47 6.04% B 8" B11134 B10112 213.25 236.00 w 0.40% C 8" B11117 B12 N SEWER REHABILITATION (CIP 18701) B11w E City of San Juan Capistrano S _n i I s o10seo OV Run Diameter From MH To MH Length (FT) Inv. In Inv. Out Slope A 8" B11142 B11141 164.91 297.43 287.47 6.04% B 8" B11134 B10112 213.25 236.00 235.14 0.40% C 8" B11117 B11135 241.00 242.28 237.07 2.16% B12 N SEWER REHABILITATION (CIP 18701) B11w E City of San Juan Capistrano S _n i 8 49`1 321,501 zqjLill 2 3247 24'97 'v' ti ry ha 0 1 ) N p 'V h 4� 8 h 325 yh ry N 41 bti ti 11 ry 325s7 ti ry ha ry h �Rp ti ry ti 8 SA(F'�N N b� ti N h rn ti h h N 0 ry ti 5v � 2 tiry a� ti b P ov h N 4 0 N h N DgNAMF ti SA D 32672 h yti R 'V ry O ti h� ti 32642 Legend Run Diameter From MH To MH 0 Raise Manhole O Cleanout Q Raise Cleanout o Drop Manhole ® Rehabilitate Manhole O Standard Manhole pipe 1' from MH 115 and at cracked pipe located 144' Rehabilitate Pipe upstream of MH 115. Install Top Hat style lateral liner 0 32532 M N: B11 p ASFODF Run Diameter From MH To MH Length (FT) Inv. In Inv. Out Slope 0, 2552 �q'°q2 A 8" B12127 B12130 493.51 181.67 136.05 pipe 1' from MH 115 and at cracked pipe located 144' 10.00% upstream of MH 115. Install Top Hat style lateral liner B 8" B12149 B12115 231.00 202.43 198.27 1.80% Segment C: Clean pipe and install full length CIPP liner (MH to CO). 21 C 8" B12158 (CO) B12132 158.27 163.72 162.14 © 1.00% 6s8p2 RM 107' MH 121. 70 Segment F: Clean pipe and install 20 LF CIPP short liner from 20' to 40' from MH 122. D 8" B12129 B12128 283.1 118.64 116.58 4.00% y N E 8" B12121 B12125 124 99.88 97.7 1.55% � ,°\° � h F 8" B12122 812123 336 81.14 71.1 2.98% `b (CO) = Clean -Out 25721 125 5725 RM 1,233 108 81' T 12 61 ?98% 91.25 F 123 RM 81.5 4 CONSTRUCTION NOTES: O `,q O Segment A: Clean pipe and install full length CIPP liner (MH to MH). �^ 40O tih 20 Segment B: Clean pipe and install two 10 LF shortliners at broken O pipe 1' from MH 115 and at cracked pipe located 144' upstream of MH 115. Install Top Hat style lateral liner repair at service located 145' upstream from MH 115 per specification section 13700. 30 Segment C: Clean pipe and install full length CIPP liner (MH to CO). ® Segment D: Clean pipe and install full length CIPP liner (MH to MH). 5O MH 129: Rehabilitate MH per specification section 13600. © Segment E: Clean pipe and install 50 LF CIPP short liner starting at MH 121. 70 Segment F: Clean pipe and install 20 LF CIPP short liner from 20' to 40' from MH 122. ® Raise CO per detail in Appendix A. CALL TOLL FREE 90 Raise MH per detail in Appendix A. GENERAL NOTES: Know what's belOW. Call womirking before you dig. 1. Contractor shall submit traffic control plans to the City for approval Underground Service Alert prior to construction - B13 N SEWER REHABILITATION (CIP 18701) B12 wE City of San Juan Capistrano *- S Run Diameter From MH A 8" B13119 B 8" B13208 C 8" B13248 (CO) D 8" B13199 E 8" B13166 F 8" B13132 (CO) = Clean -Out z554z �s z55zz on N S N N N 32791 & 25c�p1 25577 yy2 25502 5507 � 9 tih 25492 25481 71 25"82 25g�2 z5g52 To MH Length (FT) Inv. In Inv. Out B13117 150.88 71.24 70.64 B13106 256.87 55.37 49.41 B13124 103.00 58.31 56.66 B13170 144.93 48.62 48.12 B13134 237.37 44.75 43.8 B13133 258.17 44.35 43.31 11 32801 0.40% 2.32% 1.60% 0.40% 0.40% 0.40% 32822 32821 NSG' nom` o � h RM 87.56 tih1h^ B12 32781 32791 32801 32815 32831 T ^ N 32841 B7 32861 3 872 32871 32882 32885 32901 `S 32912 32911 922 32928 32921 3 32935 3294 32951 958 32961 M1iin12 N 32865 32882 b 32896 opt o� 32905 32916 32921 32932 N 32946 32945 10 LF CIPP short liner at this location. Install top hat style lateral liner at service located 148 FT from MH 106. N Segment C: Clean pipe and install full length CIPP liner (MH to CO). ® Segment D: Clean pipe and install full length CIPP liner (MH to MH). O Segment E: 32852 I 32851 32866 32865 32882 32881 32896 32891 32,906 32905 32916 32921 32932 32931 32946 32945 32962 1 32961 762972 I 32971 32892 CONSTRUCTION NOTES: O Segment A: Clean pipe and install 10 LF CIPP short liner at broken pipe 32921 32932 1 foot from MH 119. Seal liner at MH and to pipe on 32946 32945 downstream side. OSegment B: Cut and remove obstruction located 10 FT from MH 208. Install 10 LF CIPP short liner at this location. Install top hat style lateral liner at service located 148 FT from MH 106. O Segment C: Clean pipe and install full length CIPP liner (MH to CO). ® Segment D: Clean pipe and install full length CIPP liner (MH to MH). O Segment E: Clean pipe and install 10 LF CIPP short liner at joint offset located 230 FT upstream of MH 134. © Segment F: Clean pipe and install full length CIPP liner (MH to MH). 70 Raise MH per detail in Appendix A. ® Raise CO per detail in Appendix A- 32892 32891 32906 32905 32922 32921 32932 32931 32946 32945 32962 32961 32972 I 32971 32892 32906 3297 an rji o 32 32932 32931 32946 32962 [1102? 3 02 Legend CALL Juz 1— GENERAL NOTES: TOLL FREE 1 3 303 03 1. Contractor shall submit traffic control plans to the City for approval • Raise Manhole O Cleanout ® 04 f 3041 prior to construction- J-1 onstruction. g 1 Q Raise Cleanout 0 Drop Manhole Knowwhafs below. 8 - 2. Prior to removing obstructions found in sewer lines, contractor shall 30 Rehabilitate Manhole Call two working before you dig. 306 106 contact Dig Alert and pothole to verify existing utilities in proximity O Standard Manhole Underground service Alert MARINER D to the sewer line in question. � Rehabilitate Pipe 0 0 R, w� c W 2 252 �Cw 2� 2� �2 SEWER REHABILITATION (CIP 18701) B13 City of San Juan Capistrano 0 25615 3� 33251 33261 33271 33281 B13 �' fru Ei'1LST � � � �' tet„ Its � IEFJfL'� R� iFiiaL I 33132 j N N N N N N N N N N N N 33152 , ws 3316'L ,3151 z55T 33162 33171 33166 5 33172 33181 O 33176 25573 U 25562 0 Raise Manhole o y Raise Cleanout Q Rehabilitate Manhole O VIAS 33222 BLUE FIN DR . 4 25552 Im 33231 rn 33222 33231 33222 n 33141 25'581 33131 -J 33241 2 33232 33241 ^ati N N N N ry N N N 33141 N N O ^ 33267 3316 _�i 33161 ry CL O 33162 3326 33262 1 352 a^ h ry�� by ti�y� ry ^ ti� ryry0 33171 a 332j 332J6 2 3317, ti ry�� ^y N ry ry ,pN 11 3328j 33276 33191 ti 3� 33251 33261 33271 33281 B13 �' fru Ei'1LST � � � �' tet„ Its � IEFJfL'� R� iFiiaL I 33132 j N N N N N N N N N N N N 33152 , ws 3316'L ,3151 z55T 33162 33171 33166 5 33172 33181 O 33176 25573 U OLIS 33162 333172 33j91 m 33186 25571 25572 Li ^�q, W 33191 �O 33162 W 25 tih ry��ti 33217 Q 33262 565 25,`b'6 33201 ¢ 33 2 S 1s � ti oti h ryyh h h � h y� h by h tih ti ryhh �ry ti� ^ry ryyh wN ti N h N Legend 25562 0 Raise Manhole Q Raise Cleanout Q Rehabilitate Manhole Rehabilitate Pipe VIAS 33222 S 25552 33231 rn 33222 33231 33222 n 25'581 3324 O 1g 33232 33241 2 33232 33241 33232 N N N N ry N N N N N N N OLIS 33162 333172 33j91 m 33186 25571 25572 Li ^�q, W 33191 �O 33162 W 25 tih ry��ti 33217 Q 33262 565 25,`b'6 33201 ¢ 33 2 S 1s � ti oti h ryyh h h � h y� h by h tih ti ryhh �ry ti� ^ry ryyh wN ti N h N Legend 25562 0 Raise Manhole Q Raise Cleanout Q Rehabilitate Manhole Rehabilitate Pipe 0 3371?5567 25562 ww2�6 �'S`��ry 33221 33212 1 25551 33237 33222 S 25552 33231 rn 33222 33231 33222 n 25'581 3324 O 1g 33232 33241 2 33232 33241 33232 33257 O a33 33242 O 33252 35j 33242 33267 ti ry 3,72J1 3326 33262 1 352 a^ h ry�� by ti�y� ry ^ ti� ryry0 332j 332J6 2 33262 ti ry�� ^y N ry ry ,pN 11 3328j 33276 ^ h 33282 3371 by ti��� � o^ N ti� ryc��ti ^^. 33292 I 33296 33371 33362 33327 33322 33322 33331 3333 3332 33332 33341 33332 3x91 0._6 33341 �� N �h0 .Ni 1 O Cleanout Drop Manhole O Standard Manhole 282.33' 115 45.6 CONSTRUCTION NOTES: 10 Segment A: Clean pipe and install full length CIPP liner (MH to MH) - Segment B: Dig and replace 10 LF sewer line centered at offset joint defect located 6 FT from MH 115 per detail in Appendix A- Then install full length CIPP Liner (MH to MH) - GENERAL NOTES: 1. Contractor shall submit traffic control plans to the City for approval prior to construction- RD g 0A08A RD S o oCN m 4V� qt' 4 N4RANJA RD y\C'O�t7 4E118RERA RD r+►►.. CAIL TOLL_ FREE 1 t r Know whaft below. I Call two working before you dig. Run Diameter From MH To MH Length (FT) Inv. In Inv. Out Slope Underground Service Alert A 8" B14123 813107 232.02 48.63 47.06 0.68% B 8" 814119 B14115 282.33 35.24 32.98 0.80% N SEWER REHABILITATION (CIP 18701) 614 WE City of San Juan Capistrano S CONSTRUCTION NOTES: O Segment A: Clean pipe and install full length CIPP liner (MH to MH). O Segment B: Clean pipe and install full length CIPP liner (MH to MH). 3O Raise MH per detail in Appendix A. OFurnish and install new MH frame and cover per City Standard Detail 801 and 807. OSegment C: Repair pipe sag using trenchless method located at the following sections: from 22 FT to 42 FT and from 48 FT to 57 FT from MH 127, and from 0 11 FT to 40 FT from M H 128. GENERAL NOTES: 1. Contractor shall submit traffic control plans to the City for approval prior to construction. 0 W O NO. BY REVISION DESCRIPTION DATE s\ MM Remove per addendum. 1/4/19 Legend Inv. In Inv. Out • Raise Manhole Q Raise Cleanout ® Rehabilitate Manhole 226.34 Rehabilitate Pipe •cgGIFpRN1P v 0 Cleanout 4 Drop Manhole _i Standard Manhole 180 RM 38.2 184 RM 239 185 Run Diameter From MH A 8" D02107 B 8" D02107 C 8" CO2127 '4* o s+ l I > .. 29L �633� RM 3 6 29132 WIL-DWOOD 04—o G N M co S O o� N° 291/1 tP C RM 3 5 `I 3. o O ?9?�, 2 9 RM 328. C7 --19 ?9?A? CALL TOLL FREE ' �9 ® 262 w s w Know what's below. Call two working before you dig. Q Underground Se -vice Alert CO3 112 > To MH CO2176 D02105 CO2128 134 RM 234.2 N w N ngth (FT) Inv. In Inv. Out Slope 236.29 225.84 224.89 0.40% 227 226.34 225.84 0.22% 158.31 316.74 312.34 2.78% 2911 2921 03� do 17 3 SEWER REHABILITATION (CIP 18701) CO2 City of San Juan Capistrano �1\ / d N W--*-, E S Run Diameter From MH To MH I Length A lO Rehabilitate Manhole 0.40% Not Used B 8" C03148 C03149 266 C 8" C03149 C03150 266 D 8" C03150 C03146 237 E 29570 213.5 212.67 0.40% Not Used F 8" C03123 C03125 252 G 8" C03185 (CO) C03130 124 H 8" C03184 (CO) C03130 109 1 8" C03130 C03129 141 1 8" C03127 C03126 209 K 8" C03144 C03113 236 L 8" IC03131 I C03132 1 110 M Not Used N 8" C03132 C03110 119 O 8" C03110 C03109 144 P 8" C03182 (CO) C03106 110 Q Not Used R Not Used 5 Not Used T 8" C03165 C03164 385 U 8" C03164 C03163 121 v 8" C03159 C03148 141 W 8" C03146 C03124 117 (CO) = Clean -Out I I $ 1 n Refer to sheet CO3-N for Construction Notes. Leqend 218.24 1 Raise Manhole Q Raise Cleanout lO Rehabilitate Manhole 0.40% Rehabilitate Pipe Inv. In Inv. out slope 218.24 1 0.40% 212.61 211.55 0.40% 213.77 212.71 0.40% 213.97 211.35 210.12 0.52% 210.02 209.36 216.3 214.79 0.60% 216.73 215.24 1.20% 215.68 215.24 0.40% 215.04 212.22 0.20% 29570 213.5 212.67 0.40% 208.58 207.15 0.60% U 209.35 207.6 1.60% z 207.4 206.92 0.40% 206.82 206.2 0.40% 1572 210.53 208.32 2.00% 219.78 1 218.24 1 0.40% 218.04 217.56 0.40% 215.24 213.97 0.90% 210.02 209.36 0.52% La 29570 = U z CO2 101 1SAo�FoeU� IN 9g�� Z 41 1 4 2 7 2 29,�Z 7 e i N 7g5ps ti 1 22 zg'S�7 O�z955z RM m 7 N A\ 0 221.7 79572 9 f- IR0 5 � N 6 co O 1 ( O) 128 RM 6.5 RM 215.9 n StandardMINI (v) Cleanout (10 Drop Manhole Manhole7 1 159 RM, 0 a 0 CALL TOLL FREE Know what's below. 'IRMW� Cull two working before you dig. Underground SwAm Alert IW 124 RM 2*1 N N C04 N W SEWER REHABILITATION (CIP 18701) CO3 r� ,9 For General and Construction Notes, see sheet CO3-N. Clty Of San Juan CapCO3 C��c,�A s 12 CONSTRUCTION NOTES: OSegment A: Not used. 20 Segment B: Dig and replace the following sections: 50 FT to 75 Ft, 180 FT to 195 FT and 250 FT to 265 FT (all Clean pipe and install full tenth CIPP liner (MH to MH). 15 distances are measured from MH 148) (55 LF). Then install full length CIPP liner (MH to MH). 30 Segment C: Clean pipe and install full lenth CIPP liner (MH to MH). ® Segment D: Dig and replace 50 LF 8" PVC sewer line per detail in Appendix A. OSegment E: Not used. © Segment F: Clean pipe and install full length CIPP liner (MH to MH). O Segment G: Clean pipe and install full length CIPP liner (CO to MH). ® Segment H: Clean pipe and install full length CIPP liner (CO to MH). O Segment I: Clean pipe and install full length CIPP liner (MH to MH). 10 Segment J: Clean pipe and install full length CIPP liner (MH to MH). 11 Segment K: Dig and replace 8" VCP sewer line from 62 FT to 92 FT, from 117 FT to 127 FT and from 194 FT to 218 FT, measured from MH 144 per detail in Appendix A (64 LF). 12 Segment L: Clean pipe and install full length CIPP liner (MH to MH). 13 Segment M: Not used. 14 Segment N: Clean pipe and install full tenth CIPP liner (MH to MH). 15 Segment O: Clean pipe and install full length CIPP liner (MH to MH). 16 Segment P: Clean pipe and install full length CIPP liner (CO to MH). 17 Segment Q: Not used. 18 Segment R: Not used. 19 Segment S: Not used. 20 Segment T: Dig and replace 78 LF sewer line at 296 FT to 374 FF from MH 165 per detail in Appendix A. 21 Segment U: Dig and replace 20 LF sewer line at 97 FT to 117 Ft from MH 164 per detail in Appendix A. 22 Segment V: Clean pipe and install full length CIPP liner (MH to MH). 23 Segment W. Dig and replace 8" sewer line from 25 FT to 40 FT and 70 FT to 120 FT, measured from MH 146 (65 LF) per detail in Appendix A. 24 Rehabilitate MH 144 per Specification Section 13600 (pressure grout method). 25 Raise MH per detail in Appendix A. 26 Raise CO per detail in Appendix A. GENERAL NOTES: Contractor shall submit traffic control plans to the City for approval prior to construction. 9y SEWER REHABILITATION (CIP 18701) CO3-N 4 � u� (.���, ,����� City of San Juan Capistrano ��,FOKri�� Run Diameter From MH To MH Length (FT) Inv. In Inv. Out Slope A 15" C07124 C08115 536.00 118.68 110.10 1.60% B 8" C07132 C07143 159.46 157.21 156.61 0.40% C 6" C07130 C07129 166.17 162.06 160.40 2.00% D 6" C07107 C07129 140.17 160.32 158.92 1.00% E 6" C07145 C07173 (DRP) 153.50 156.41 151.5 3.20% F 8" C07104 C08103 396.00 145.41 141.18 1.07% G 8" C07154 C07153 296.00 154.03 151.9 0.72% H 8" C07246 (DRP) C07250 147.00 148.2 147.84 1.60% I 8" C07144 C07172 234.00 153.04 149.57 1.48% J 8" C07172 C07104 285.00 149.37 145.61 1.32% K 8" C07240 (DRP) C07173 (DRP) 257.10 167.64 152.24 6.00% L 6" C07134 C07133 140.17 159.48 158.08 1.00% M 6" C07115 D07140 111.67 167 165.9 1.00% N 8" C07117 D07124 112.00 184.35 180.99 3.00% O 8" D07135 D07124 215.00 181.94 180.99 0.44% P 6" D07139 D07140 111.67 167.02 165.9 1.00% Q 6" C07135 C07132 166.00 59.07 57.41 1.00% R 1 8" ID07167 ID07166 1 126.00 1 182.67 1 181.91 1 0.60% (DRP) = Drop Manhole r'a 44c 0 C" .1149 19/r O C07 124 NO. BY REVISION DESCRIPTION DATE RM 139.5 MM Remove trenchless grout fill. 1/4/19 1 A Legend CALL TOLL RLL � 0 Raise Manhole Cleanout , ® oo v+ Q Raise Cleanout 4 Drop Manhole Rehabilitate Manhole (; Standard Manhole tnoww afsbelow. Call two working before you dig. l,nderground Service Alert 115 Rehabilitate Pipe RM 132.75 15 G R 16 75 7 RM 1 o Co. RM 1 $ 2! RM 152 14 246 (DR>Q) RM 157. G �► 0 z 'RM 163.46 162 (CO) 164.32 144 E RM 1 N RM 1 72 159.2 1 5 .3 t, 1 moo, a P 103 1 30781 1 3p811 30815 26611 W w o � N . N 30901 lr 30912 240 ( 11 U) 3pg22 � M -1 � 3p921 � wo 7 w "'o uAN c C08 N ®� SEWER REHABILITATION (CIP 18701)W E 1771, For general and construction notes, see sheet C07 -N. Cit of San Juan Capistrano C07 0 0 v Q o 1 4 o R 1E t a z Uj0 la O 1 moo, a P 103 1 30781 1 3p811 30815 26611 W w o � N . N 30901 lr 30912 240 ( 11 U) 3pg22 � M -1 � 3p921 � wo 7 w "'o uAN c C08 N ®� SEWER REHABILITATION (CIP 18701)W E 1771, For general and construction notes, see sheet C07 -N. Cit of San Juan Capistrano C07 0 0 v CONSTRUCTION NOTES: 10 Segment A: Clean pipe and install 10 LF CIPP short liner, centered on defect located 348 FT from MH 115. 0 Segment B: Clean pipe and install 10 LF CIPP short liner, centered on defect located 52 FT from MH 143. 30 Segment C: Clean pipe and install full length CIPP liner (MH to MH). Install five top hat style lateral repairs this segment. 4O Segment D: Clean pipe and install full length CIPP liner (MH to MH). 5O Segment E: Clean pipe and install full length CIPP liner (MH to MH). 60 Segment F: Clean pipe and install full length CIPP liner (MH to MH). Install two top hat style lateral repairs this segment. 70 Segment G: Clean pipe and install full length CIPP liner (MH to MH). 0 80 Segment H: Protect in place from MH 250 to 1 FT upstream of live tap at 25 FT. Abandon remaining length of uncollapsed pipe (approximatly 60 FT) by filling with lean grout or sand (no digging) and installing concrete plug. 9O Segment I: Clean pipe and install full length CIPP liner (MH to MH). 10 Segment J: Clean pipe and install 10 LF CIPP short liner beginning at MH 172. Seal liner inside MH. 11 Segment K: Clean pipe and install 10 LF CIPP short liner beginning at MH 240. Install top hat style lateral repair at service located 7 FT from MH 240. 12 Segment L: Clean pipe and install full length CIPP liner (MH to MH). Install four top hat style lateral repairs this segment. 13 Segment M: Clean pipe and install full length CIPP liner (MH to MH). 14 Raise MH per detail in Appendix A. 15 MH 115: Rehabilitate Manhole. Install new frame and cover per Specification Section 13600. 16 Segment N: Clean pipe and install full lenth CIPP liner (MH to MH). Install 6 top hat style lateral repairs this segment. 17 Segment O: Clean pipe and install full length CIPP liner (MH to MH). 18 Segment P: Clean pipe and install full length CIPP liner (MH to MH). 1g Segment Q: Clean pipe and install full length CIPP liner (MH to MH). 20 Segment R: Dig and replace 10 LF sewer line per detail in Appendix A. Then install full length CIPP liner (MH to MH). 21 Raise CO per detail in Appendix A. GENERAL NOTES: 1. Contractor shall submit traffic control plans to the City for approval prior to construction. cos SEWER REHABILITATION (CIP 18701) wN� C07 -N City of San Juan Capistrano C07 Run Diameter From MH To MH Length (FT) Inv. In Inv. Out Slope CONSTRUCTION NOTES: A 8" 008135 C08137 373.33 140.05 137.05 0.80% B 8" 008113 C08112 229.65 146.99 145.61 0.60% C 8" 008111 C08105 289.69 141.66 124.70 5.85% See sheet C07 D 8" C08217 C08131 270 133.16 130.1 0.90% Co for continuation. E 8" C08102 C08101 365 140.67 137.86 0.84% 115 RM 132.75 RM 13 21 RM 134. defect located 80 FT from MH 105. yy RM 147.2 "e- 111 31202 ® Segment D: Dig and replace 28 LF 8" PVC sewer line, starting at v 26434 0 147 FT and ending at 175 FT from MH 217, per detail in 3 ui 0 Appendix A. C 312 O o Go 31231 m, 6 w © Rehab MH per Specification Section 13600. Install new frame and'CIDNp 31262 cover. ' a' 3126 3129 • O Raise Manhole Raise Cleanout O o Cleanout Drop Manhole GENERAL NOTES:105 26434 O 31291 RM 13 .6 ® Rehabilitate Manhole 254'."4 Standard Manhole 1. Contractor shall submit traffic control plans to the City for approval 26434 31 Rehabilitate Pipe ZJ310524@ 0 ESpN P1 0 CPb\ �4� 0 ,5434 2543 31081 C09 0 48.2 102 487 m � N 110 5 mo` 37 ���� O RM 144.1 SEWER REHABILITATION (CIP 18701) City of San Juan Capistrano NC1 .. c.SPNFRP CALL TOLL FREE 1 Know whsrs below. '941W' Cull two working before you dig. Underground Service Alert 31111 10 CONSTRUCTION NOTES: RM 13 . O Segment A: Clean pipe and install 20 LF CIPP short liner, centered co 0 >az on defect located 76 FT from MH 137. e o ep o . OSegment B: Clean pipe and install 10 LF CIPP short liner, centered N on defect located 5 FT from MH 113. Seal liner inside ? 111116fii08 Co manhole. RM 0 Segment C: Clean pipe and install 20 LF short liner, centered on 0 N 21 RM 134. defect located 80 FT from MH 105. yy "e- 111 31202 ® Segment D: Dig and replace 28 LF 8" PVC sewer line, starting at 91 9y 151.79 9a 0 147 FT and ending at 175 FT from MH 217, per detail in 3 Appendix A. C 312 O Segment E: Clean pipe and install full length CIPP liner (MH to MH). 31231 m, Legend © Rehab MH per Specification Section 13600. Install new frame and'CIDNp 31262 cover. ' a' 3126 3129 • O Raise Manhole Raise Cleanout O o Cleanout Drop Manhole GENERAL NOTES:105 31291 RM 13 .6 ® Rehabilitate Manhole O Standard Manhole 1. Contractor shall submit traffic control plans to the City for approval prior to construction. 31 Rehabilitate Pipe C09 0 48.2 102 487 m � N 110 5 mo` 37 ���� O RM 144.1 SEWER REHABILITATION (CIP 18701) City of San Juan Capistrano NC1 .. c.SPNFRP CALL TOLL FREE 1 Know whsrs below. '941W' Cull two working before you dig. Underground Service Alert gal CONSTRUCTION NOTES: 0 Segment A: Dig and replace 10 LF of 8" sewer line, centered atjoint offset 24 FT from MH 154. Then clean pipe and install full length CIPP liner (MH to MH). 20 Segment B: Clean pipe and install full length CIPP liner (MH to MH). Install 1 top hat style lateral liner repair at 108 FT from MH 134 per specification section 13700. 30 Segment C: Clean pipe and install full length CIPP liner (MH to MH). \ Rehabilitate MH per specification section 13600. Install new frame and cover. � �9C 9T ��O hyti9 ^h5 w m 3, 5ry1 i RM 22 A 1 5 4 218.76 156 211:7§ w 4 \ l eFRTO Legend 0 Raise Manhole O Cleanout Q Raise Cleanout o Drop Manhole Q Rehabilitate Manhole O Standard Manhole Rehabilitate Pipe 31322 31352 \ 31362 l\ 31412 31442 3144'. 31427 1 31502 O� O N 9 Z� 31532 G 9� O\ 34`561 Run Diameter From MH To MH Length (FT) Inv. In Inv. Out Slope A 8" C09154 C09155 132.59 212.80 209.46 2.52% B 8" C09134 C09103 275.29 187.84 178.59 3.36% C 8" C09150 C09193(DRP) 324.88 105.78 102.56 1.00% (DRP) = Drop Manhole `' 8•• � es• � '� daA 93 (DRP � OORM111.7�OCALL TOLL FREE , ') .o\o y (R) rye' S 03 GENERAL NOTES: Know whafs below. 86.5 Ca l l two working before y dig. 1. Contractor shall submit traffic control plans to the City for approval underground ser,iee Alert prior to construction. C10 N SEWER REHABILITATION (CIP 18701) cog wE City of San Juan Capistrano S 01 rn 0 U Run Diameter From MH To MH Length (FT) I Inv. In I Inv. Out Slope A 6" D09131 D09126 572.67 127.62 124.00 0.62% B 8" D09138 D09126 135.00 124.90 124.48 0.30% C 6" D09126 D09127 286.21 123.80 120.60 1.11% D 8" D09118 D09111 173.4 103.2 101.6 0.56% WY MISSION 103 101.5 7 Y� ZO Library -F imp", Mission Church 18"V3. 11 RM 111.4 109.4 Legend H CONSTRUCTION NOTES: ✓ 5 •0 This pipe has been lined previously. Install 7 top v, s hat style lateral liner repairs per specification 0 158 :RM05.5 section 13700 (only where not previously lined). O Segment B: Clean pipe and install full length CIPP liner (MH to MH). g Raise Manhole Raise Cleanout Rehabilitate Manhole Rehabilitate Pipe 31 126 RM 129 RM CUSD School 138 ''A=1i I=NMI INi!Njll*? 1. Contractor shall submit traffic control plans to the City for approval prior to construction. 2. Camino Capistrano is restricted to the hours of 10 PM to 5 AM Monday through Thursday and Sunday. CALL O Cleanout TOLLFREE, (10 Drop Manhole NO'S , p r�2o1 ♦ Exp. L.3 • O Standard Manhole �9><r cvt>. OFC nu mmwbersbelow. 0811 two aodung befom you dig. Underground Service NM ®` D10 SEWER REHABILITATION (CIP 18701) D09 W N .E City of San Juan Capistrano Sewer S TI 0 0 CONSTRUCTION NOTES: O Segment A: This pipe has been lined previously. Install 7 top hat style lateral liner repairs per specification section 13700 (only where not previously lined). O Segment B: Clean pipe and install full length CIPP liner (MH to MH). OSegment C: Pipe previously lined. Clean pipe at lateral connections and Install 4 top hat style lateral liner repairs per specifcation section 13700. ® Segment D: Clean pipe and install full length CIPP liner (MH to MH). ORaise manhole per detail in Appendix A. ''A=1i I=NMI INi!Njll*? 1. Contractor shall submit traffic control plans to the City for approval prior to construction. 2. Camino Capistrano is restricted to the hours of 10 PM to 5 AM Monday through Thursday and Sunday. CALL O Cleanout TOLLFREE, (10 Drop Manhole NO'S , p r�2o1 ♦ Exp. L.3 • O Standard Manhole �9><r cvt>. OFC nu mmwbersbelow. 0811 two aodung befom you dig. Underground Service NM ®` D10 SEWER REHABILITATION (CIP 18701) D09 W N .E City of San Juan Capistrano Sewer S TI 0 0 D Segment A & B: Clean pipe and install 18" daimeter full length CIPP liner. Collect, haul and dispose of debris in accordance with all local, state and federal regulations. GENERAL NOTES: 1. Contractor shall submit traffic control plans to the City for approval prior to construction. 2. Work in this area is restricted to between 4:00 PM and 5:00 AM Monday through Friday. 3. The pipe segments A and B on this page are shallow (approximately 2 FT of cover) which will result in increased liner thickness. The contractor shall account for this in his bid and no additional compensation shall be allowed - Mi ST Legend 0 Rehabilitate Inlet ® Rehabilitate Outlet Rehabilitate Pipe CALL TOLL FRFI 1 R Know what's below. Call two working before you dig. Underground Service Alert n ACJACHEMA ST D10 N SEWER REHABILITATION (CIP 18701) D09 WE City of San Juan Capistrano ter,. Storm Drain S Run Diameter From MH To MH Length (FT) A 18" D09232 D09233 70 153 B 18" D09208 D09202 O r F m z D r N M M A A v School A B _SPRiNG_S7 18" 7 0' 208 1 �• � , .�lP� RM 118 X232 202 GPN�GN RM -11s 233 RM LINK D10 N SEWER REHABILITATION (CIP 18701) D09 WE City of San Juan Capistrano ter,. Storm Drain S 10 Segment A: Clean pipe and install 18" daimeter full length CIPP liner (Inlet to Manhole)- Collect, haul and dispose of debris in accordance with all local, state and federal regulations- 20 Rehabilitate Manhole per Specification Section 13600- Install new frame and cover - GENERAL NOTES: 1. Contractor shall submit traffic control plans to the City for approval prior to construction- 2- Work in this area is restricted to between 10:00 PM and 5:00 AM Monday through Thursday and Sunday- 3- The pipe segment A on this page is shallow (approximately 2 FT of cover) which will result in increased liner thickness- The contractor shall account for this in his bid and no additional compensation shall be allowed - A 0G CA1�E�UOi'NA � F �y N Legend 0 Rehabilitate Inlet ® Rehabilitate Manhole Rehabilitate Pipe 0 31741 ARGUELLO 31731 31815 31831 m n 31931 CALL TOLL FRF'. 1 a. Know whafs below. Call two working before you dig. Underground Service Alert 26832 31676 31782 W YORBA-ST 31872 Vw `a m FF OR ST 31878 31892 4s gq ORTEGA HiGHWl 31762 31776 37806 _? 5 31796 31682 31672 31892 •lj, 7e& 3j9S7 m� J 31972 ^01 `5 3 f 31882 3V11 9�P w Run Diameter From MH To MH Length (FT) A 18" 610217 D10229 70 I 3�a22 318"a 27129 D10 SEWER REHABILITATION (CIP 18701) D10 N E City of San Juan Capistrano Storm Drain S CONSTRUCTION NOTES: 31341 31342 31341 OClean lateral connection and install one top hat style lateral repair this 31351 segment per Specification Section 13700. CALLE-ARROYI 20 Rehab manhhole per Spec Section 13600. Install new frame and cover. 31365 30 Clean lateral connection and install one top hat style lateral repair this segment per Specification Section 13700. 3,.166 ® Clean lateral connection and install one top hat style lateral repair this segment per Specification Section 13700. 50 Clean lateral connection and install one top hat style lateral repair this segment per Specification Section 13700. GENERAL NOTES: 1. Contractor shall submit traffic control plans to the City for approval prior to construction. 2. Sewer lines on this sheet are approximetely 8 FT to 11 FT deep. Legend `V 0 Raise Manhole Q Raise Cleanout Q Rehabilitate Manhole 31627 Rehabilitate Pipe 31491 3 501 O Cleanout 0 Drop Manhole O Standard Manhole N N N I N I N 31341 TCLA_L F R F F Know what's below. Call two working before you dig. Uncerground Service Alert F10 111 ry RM 17 fie° 60�ti >,D ti ti m /�A��QV 28052 Y" 010 /132 RM 21.5 31561 37577 31562 118. 31566 ��Q 31566 4� v � SPOJ �'S�2 , 0 SEWER REHABILITATION (CIP 18701) City of San Juan Capistrano 31591 1955 126.931 31378 1 3A 582 QQP 31586 jl. 37 92 37596 31627 �'6zz 31641 s� 0 O `V AN 31621 m 31627 0 ti�o h SEWER REHABILITATION (CIP 18701) City of San Juan Capistrano 31591 1955 126.931 31378 1 3A 582 QQP 31586 jl. 37 92 37596 31627 �'6zz 31641 s� 0 O O O LL t "2 ,0 �e ti ,�p9 130 ti 130.71 2 P� �y �1p1ti 129.09 31484 N a m h° �^h 31378 31476 to, v 31377 31391 p01 '31 S m �pRSF o A O 011 O 1A01 ca 3 ,31A9r0 010p0 150 3 34y44 rn CALL TOLL FREE 1 Know what's below. Call two working before you dig. Uncerground Service Alert 31421 0 3137z D Clean lateral connection and install one top hat style 310.0 a Clean lateral connection and install one top hat style 4b 13700. �� 30 Clean lateral connection and install two top hat style 0� lateral repair this segment per Specification Section w 13700. ^ ® Rehab manhole per Specification Section 13600. Install w new frame and cover. � 1 � 3150 31582 N �ppSEO'ti0R 6 Q' 31586 N 1. Contractor shall submit traffic control plans to the City for �Jti \P6 37582 � ry ti 2. Sewer lines on this sheet are approximatley 8 FT to 254 Legend 0 Raise Manhole O Cleanout Q Raise Cleanout 0 Drop Manhole Q Rehabilitate Manhole O Standard Manhole Rehabilitate Pipe to, v 31377 31391 p01 '31 S m �pRSF o A O 011 O 1A01 ca 3 ,31A9r0 010p0 150 3 34y44 rn CALL TOLL FREE 1 Know what's below. Call two working before you dig. Uncerground Service Alert h n N SEWER REHABILITATION (CIP 18701) GO9 w E City of San Juan Capistrano S CONSTRUCTION NOTES: 3137z D Clean lateral connection and install one top hat style lateral repair this segment per Specification Section 13700. Clean lateral connection and install one top hat style lateral repair this segment per Specification Section 13700. �� 30 Clean lateral connection and install two top hat style lateral repair this segment per Specification Section w 13700. i N ® Rehab manhole per Specification Section 13600. Install 7 new frame and cover. ?i 7 7 28571 �ppSEO'ti0R GENERAL NOTES: 1. Contractor shall submit traffic control plans to the City for approval prior to construction. 2. Sewer lines on this sheet are approximatley 8 FT to 11 FT deep. h n N SEWER REHABILITATION (CIP 18701) GO9 w E City of San Juan Capistrano S O O LL 0 N SEWER REHABILITATION (CIP 18701) G08 WE City of San Juan Capistrano S 41 Legend tim 0a0 CONSTRUCTION NOTES: CALL �A. TOLL FREEN 10 Clean lateral connection and install two top hat style 0 Raise Manhole O Cleanout H lateral repair this segment per Specification Section U 1 ®N 0 o 13700 - O Raise Cleanout o Drop Manhole r No. exp. Clean lateral connection and install one top hat style ORehabilitate ManholeStandard Manhole CIVIL Know wharsbel ow. a a OF CgL1f Call two working before you dig. N lateral repair this segment per Specification Section Rehabilitate Pipe underground service Alert �P OAK`S 13700- O Rehab manhole per Specification Section 13600- Install 31052 31061 31061 Try 31062 ter, new frame and cover - 31061 31062 31071 Q 31072 31071 31072 `'�� ® Clean lateral connection and install one top hat style 31081 31082 31081 31071 .-� �' lateral repair this segment per Specification Section -v 4 31082 31081 31082 31081 w� 13700- 31091 VIA RUBI 31091 31092 N w tio3 N 31105 31102 31101 3jpg1 31091 GENERAL NOTES: 31102 �g1oti 31111 31112 31111 91 1- Contractor shall submit traffic control plans to the City for 31122 31125 31122 q\ approval prior to construction - 31125 3113z31132 2- Sewer lines on this sheet are approximetely 8 FT to 11 FT 31141 31141 deep - 31151 31151 4 311559 .fig 7157 28711 a q! 31171 U. vv 31181 3'1j7 sa 4 3,v8'1 �B�yl 3' 'B2 3120149 3 O ti^a 31211 o� �O M RIA 1 .85 31221 SCP h'9.c pQ4 Q10'lry Z86g2 �� 31231 1 \ Ci 3 ��➢l1. tig5 Q 10 ry0,tip'L X44 RM 2 �es� `2'so Nessa `� P� -2 �� 5 2ss2' Q� JSP hq s'2 ��P PQ ' Gieyw Q a4 S '. �v2P 28511 Q9yrO _A'�P P clip 6 ' ^ dF RM 9.93 O lip �� � 31:21 c' .57 � o s 1 0 N SEWER REHABILITATION (CIP 18701) G08 WE City of San Juan Capistrano S