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QC -1 =1\IC <br />FFB <br />FINISH <br />FLOOR <br />BASEMENT <br />FFP <br />FINISH <br />FLOOR <br />PATIO <br />FLOOR <br />FF, <br />FINISH <br />FLOOR <br />FIRST <br />FLOOR <br />FF1A <br />FINISH <br />FLOOR <br />FIRST <br />FLOOR REAR <br />FFiB <br />FINISH <br />FLOOR <br />FIRST <br />FLOOR FRONT <br />33 <br />GRPSS - <br />TOE AT 331.01 <br />330 <br />MR <br />S-� <br />340 <br />335 _ <br />I _ -P-LE N _ - <br />- 330- PL <br />0.5, 3.8' <br />MIN MIN <br />o <br />A <br />•.��1i� - - - - <br />r7 � <br />rr_�r�iKr..w <br />r _ <br />. ,.,i SEZRAW. <br />1111 <br />• ; I <br />WALL <br />1v= <br />TW J5 <br />I ©:- <br />� IIS <br />TOE AT 331.91 FF <br />:13 TOE A T 31.61 PAD <br />101 TOE A T 8" (MIN) <br />Pne� <br />PL <br />25' MAX <br />RETAINING <br />WALL <br />EX/ST/NG <br />GROUND <br />SECTION B <br />NOT TO SCALE <br />20' <br />MIN FT -1 <br />354. b PAD <br />x I INSTALL STI TCH PIER <br />..• ° ,. t... TW 35 L- --- I EXISTING ALONG TOP OF EX/ST/NG <br />7F 351.89 <br />TW 354.2V71YJ54.2 TFC J51. 1 oTFC 351.64 I GROUND BANK PER GEO TECH <br />TFC 351.40- STREET B 0• Sq TW 354.5 0.59 0.5q- - - - - L _ REPORT <br />CL 351.51 N 7RC 351.48 51.40 - - - - <br />TC 351.43 LP TC 351.75 TW 353.912-5 65 2 5 <br />354.0 --- <br />ST, JOHN COURT 1 44 Ri5 TW o - - - JV MAIN SECTION D <br />HEONER352.01 5 A ; N TW 353.5 53.9 -- -_- NOT TO SCALE <br />ASSOCIATION O a TW` Q i _-- <br />t RW FC <br />ASPH. <br />x <br />� J r <br />I <br />_ C <br />f�2s OCAS �� .N <br />EX TC 347.61 EX TC 348.41 <br />------------------------ <br />Cb------ <br />`----------------- ---] <br />EX TC 348.61 <br />EX TC 347.91 1J _ <br />I � I <br />CONC. <br />I I <br />LI\ IV VT/.V1 <br />W <br />351.81 _ V.I 1-4"RISES " _ - 2' MAX,5 -- 6' 4, <br />OWS 5 13X � 6 � a� I .. � 0 0 0 53.1 � X52,2 <br />t� 8 <br />SNp,O �� 2q to <br />2q <br />EX/STING <br />AN 3B PLAN 3A LAN 3C x 9 o GROUND <br />o .. B --- <br />g 5 . Jc Z ° G FFs547.69 FFs 547.69 Fr. <br />547. TM4. - -- <br />M4.p ^ T M FF+ she. �, s6s.4o FF, she. _ _ CONFORM <br />lu <br />1 EX/STING GRADE <br />-1-4' ISER I,� 0-6.8 0-6.8 bWES <br />8 -��WALL <br />X ALL A ¢ 8 FF <br />RISES FF R/5U o FF . - - - -20 X52 0 <br />35 O k TW 353.£. P P P 53.1 \ <br />° :.. ,.:. . �_\ \ SECTION F <br />MW I L11 111 <br />3 -7 -RISES _ "� S 3-7 RISES \\ \. NOT TO SCALE <br />6 551 • ° � <br />TC 35132 T 3 1.6 <br />3 50 TC 350.37 g 1 ASPH. <br />3 � � Dl IMTH SOLID COVER - <br />O 1 49.80 <br />Lo <br />5� TC 350.30 <br />TM4. m PA 349.69 0.5% <br />- T® CONC. _ <br />EX FF 350.8 <br />O <br />0 e ..,• <br />• •.. ," a <br />PA A <br />2% 127. 1 FF eo o FF M.05TM4. <br />CL 349. l5 BEAR CARDINAL <br />x r 6 I� ❑ / <br />mot <br />557 y, a E 349.70 50.05 <br />Epi 3 12 s ��. M4. X <br />01 <br />50. SN <br />X- - - - - - - <br />S 9.99 ° CONC. <br />° L' 3 9.70 . ° `... , . ° 00 <br />00 O oMN ocf" op0 <br />-- -- ---- - - <br />.. <br />�a EX FL 148.91 E)( TC 349.7 4 ' $ ° <br />1 M MN EX TC 49.4E AS P h . X TC <br />C 349.2 3 <br />�\ EX TC 349.71 _ �� EX TC 350.01 <br />SNg 6 0 5�� o g _ EX TC 349.61 ✓v�L C 3 55� 4 X50 5 <br />12 s ST. JOHN STREET <br />r . r T <br />EX TC 349.31 0 \ / E::] CON(- EX TC 35011 i 365 <br />LDECK z o / S\ EX TC 349.61 z 550 1 EXT � E f u1 _ f <br />o 0can I v 0 I x x -_ 350 5 - <br />o I Q z �g I <br />1 0 5� J -5150.15 <br />EX TC 349.61 I SNg'� r i o \EX TC 349.41 ASPH. � <br />I -N6., 34g 9 ---- ---- ASPH.�1. � T I . I I <br />�C <br />FFB <br />PL <br />I nc.� <br />EX/STING <br />GROUND <br />2MAX <br />RETAINING <br />WALL <br />SECTION C <br />NOT TO SCALE <br />PL <br />ST. <br />JOHN <br />STREET <br />I <br />FF <br />PAD <br />EX/S7IN EX/ST/NG <br />SWK GROUND <br />SECTION E <br />NOT TO SCALE <br />PRELIMINARY GRADING 8. DRAINAGE PLAN- <br />TRACT <br />8631 - 475 AND 493 SAINT JOHN STREET <br />CITY OF PLEASANTON, ALAMEDA COUNTY, CALIFORNIA <br />FOR: ROBSON HOMES, LLC <br />I „LI <br />IN <br />SECTION G <br />NOT TO SCALE <br />RAY STREET <br />PL PL <br />5' 10.5' 5' <br />vvj <br />FFB <br />PEDESTRA/N <br />J. 1 MAX GA 7F <br />SECTION H <br />FF, <br />FFB <br />J. 1 MAX <br />NOT TO SCALE <br />LEGEND <br />00o PROPOSED S/LVA CELL <br />NO TE. <br />THE SHALLOW SOIL WITH ELEVATED LEAD APPEARS TO BE <br />LOCA TED /N THE KC/N/TY OF CURRENT AND FORMER <br />STRUCTURES A T THE S( 7E. THE VERTICAL EXTENT OF THE <br />ELEVA TED LEAD APPEARS TO BE LIMI TED TO THE UPPER 2 <br />FEET. THE HORIZONTAL EXTENT COULD NOT BE FULLY <br />DELINEATED DUE TO THE PRESENCE OF ON-S/7E <br />STRUCTURES. <br />EX TC 350.21 <br />EX TC 350.o RUGGERI-JENSEN-AZAR <br />ENGINEERS ■ PLANNERS ■ SURVEYORS <br />4690 CHABOT DRIVE, SUITE 200 PLEASANTON, CA 94588 <br />PHONE: (925) 227-9100 FAX: (925) 227-9300 <br />�( NO. DATE DESCRIPTION BY <br />SHEET NO. <br />0 30 60 90 DATE: MAY 22, 2024 <br />1 inch 30 ft. <br />JOB NO.: 201054 TM4ml <br />= <br />:ice <br />_ <br />r <br />SECTION . <br />NO T TO SCALE <br />PL <br />ASPH. <br />VARIES <br />1: ,, <br />, <br />25' <br />MAX WALL <br />O <br />® <br />®. <br />RETAINING <br />. ��. <br />• <br />IWALL <br />Pne� <br />PL <br />25' MAX <br />RETAINING <br />WALL <br />EX/ST/NG <br />GROUND <br />SECTION B <br />NOT TO SCALE <br />20' <br />MIN FT -1 <br />354. b PAD <br />x I INSTALL STI TCH PIER <br />..• ° ,. t... TW 35 L- --- I EXISTING ALONG TOP OF EX/ST/NG <br />7F 351.89 <br />TW 354.2V71YJ54.2 TFC J51. 1 oTFC 351.64 I GROUND BANK PER GEO TECH <br />TFC 351.40- STREET B 0• Sq TW 354.5 0.59 0.5q- - - - - L _ REPORT <br />CL 351.51 N 7RC 351.48 51.40 - - - - <br />TC 351.43 LP TC 351.75 TW 353.912-5 65 2 5 <br />354.0 --- <br />ST, JOHN COURT 1 44 Ri5 TW o - - - JV MAIN SECTION D <br />HEONER352.01 5 A ; N TW 353.5 53.9 -- -_- NOT TO SCALE <br />ASSOCIATION O a TW` Q i _-- <br />t RW FC <br />ASPH. <br />x <br />� J r <br />I <br />_ C <br />f�2s OCAS �� .N <br />EX TC 347.61 EX TC 348.41 <br />------------------------ <br />Cb------ <br />`----------------- ---] <br />EX TC 348.61 <br />EX TC 347.91 1J _ <br />I � I <br />CONC. <br />I I <br />LI\ IV VT/.V1 <br />W <br />351.81 _ V.I 1-4"RISES " _ - 2' MAX,5 -- 6' 4, <br />OWS 5 13X � 6 � a� I .. � 0 0 0 53.1 � X52,2 <br />t� 8 <br />SNp,O �� 2q to <br />2q <br />EX/STING <br />AN 3B PLAN 3A LAN 3C x 9 o GROUND <br />o .. B --- <br />g 5 . Jc Z ° G FFs547.69 FFs 547.69 Fr. <br />547. TM4. - -- <br />M4.p ^ T M FF+ she. �, s6s.4o FF, she. _ _ CONFORM <br />lu <br />1 EX/STING GRADE <br />-1-4' ISER I,� 0-6.8 0-6.8 bWES <br />8 -��WALL <br />X ALL A ¢ 8 FF <br />RISES FF R/5U o FF . - - - -20 X52 0 <br />35 O k TW 353.£. P P P 53.1 \ <br />° :.. ,.:. . �_\ \ SECTION F <br />MW I L11 111 <br />3 -7 -RISES _ "� S 3-7 RISES \\ \. NOT TO SCALE <br />6 551 • ° � <br />TC 35132 T 3 1.6 <br />3 50 TC 350.37 g 1 ASPH. <br />3 � � Dl IMTH SOLID COVER - <br />O 1 49.80 <br />Lo <br />5� TC 350.30 <br />TM4. m PA 349.69 0.5% <br />- T® CONC. _ <br />EX FF 350.8 <br />O <br />0 e ..,• <br />• •.. ," a <br />PA A <br />2% 127. 1 FF eo o FF M.05TM4. <br />CL 349. l5 BEAR CARDINAL <br />x r 6 I� ❑ / <br />mot <br />557 y, a E 349.70 50.05 <br />Epi 3 12 s ��. M4. X <br />01 <br />50. SN <br />X- - - - - - - <br />S 9.99 ° CONC. <br />° L' 3 9.70 . ° `... , . ° 00 <br />00 O oMN ocf" op0 <br />-- -- ---- - - <br />.. <br />�a EX FL 148.91 E)( TC 349.7 4 ' $ ° <br />1 M MN EX TC 49.4E AS P h . X TC <br />C 349.2 3 <br />�\ EX TC 349.71 _ �� EX TC 350.01 <br />SNg 6 0 5�� o g _ EX TC 349.61 ✓v�L C 3 55� 4 X50 5 <br />12 s ST. JOHN STREET <br />r . r T <br />EX TC 349.31 0 \ / E::] CON(- EX TC 35011 i 365 <br />LDECK z o / S\ EX TC 349.61 z 550 1 EXT � E f u1 _ f <br />o 0can I v 0 I x x -_ 350 5 - <br />o I Q z �g I <br />1 0 5� J -5150.15 <br />EX TC 349.61 I SNg'� r i o \EX TC 349.41 ASPH. � <br />I -N6., 34g 9 ---- ---- ASPH.�1. � T I . I I <br />�C <br />FFB <br />PL <br />I nc.� <br />EX/STING <br />GROUND <br />2MAX <br />RETAINING <br />WALL <br />SECTION C <br />NOT TO SCALE <br />PL <br />ST. <br />JOHN <br />STREET <br />I <br />FF <br />PAD <br />EX/S7IN EX/ST/NG <br />SWK GROUND <br />SECTION E <br />NOT TO SCALE <br />PRELIMINARY GRADING 8. DRAINAGE PLAN- <br />TRACT <br />8631 - 475 AND 493 SAINT JOHN STREET <br />CITY OF PLEASANTON, ALAMEDA COUNTY, CALIFORNIA <br />FOR: ROBSON HOMES, LLC <br />I „LI <br />IN <br />SECTION G <br />NOT TO SCALE <br />RAY STREET <br />PL PL <br />5' 10.5' 5' <br />vvj <br />FFB <br />PEDESTRA/N <br />J. 1 MAX GA 7F <br />SECTION H <br />FF, <br />FFB <br />J. 1 MAX <br />NOT TO SCALE <br />LEGEND <br />00o PROPOSED S/LVA CELL <br />NO TE. <br />THE SHALLOW SOIL WITH ELEVATED LEAD APPEARS TO BE <br />LOCA TED /N THE KC/N/TY OF CURRENT AND FORMER <br />STRUCTURES A T THE S( 7E. THE VERTICAL EXTENT OF THE <br />ELEVA TED LEAD APPEARS TO BE LIMI TED TO THE UPPER 2 <br />FEET. THE HORIZONTAL EXTENT COULD NOT BE FULLY <br />DELINEATED DUE TO THE PRESENCE OF ON-S/7E <br />STRUCTURES. <br />EX TC 350.21 <br />EX TC 350.o RUGGERI-JENSEN-AZAR <br />ENGINEERS ■ PLANNERS ■ SURVEYORS <br />4690 CHABOT DRIVE, SUITE 200 PLEASANTON, CA 94588 <br />PHONE: (925) 227-9100 FAX: (925) 227-9300 <br />�( NO. DATE DESCRIPTION BY <br />SHEET NO. <br />0 30 60 90 DATE: MAY 22, 2024 <br />1 inch 30 ft. <br />JOB NO.: 201054 TM4ml <br />= <br />