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LANDS S Jr UNITED <br /> 0 <br /> so <br /> �J-Jr�F�r r F� I I �` �� �� ,' LANDS Jr UNITED 200BE - 029275 OR � z <br /> / �. - ,r� s o 5865 Owens Drive <br /> 1-JAR r F� L L C �� / � z <br /> Pleasanton CA 94588 <br /> z � ,.. o s 10 20 30 925-251-7200 <br /> � JJ �-� J�J�- � r <br /> ��� i �N72°12'58"E <br /> �5 JFK <br /> --- ----------- <br /> ------- --- -sem - - Scale 1" = 10 ft <br /> mai 0.79' 0 Wrought Iron Fence �� i �' <br /> Wrought Iron Fence X <br /> X <br /> A6 Q V <br /> MeaGuarRa <br /> 5 M-etc *9j r-d Rerl 6- �sLEGEND <br /> 10 & 26 N . WILSON WAY <br /> x T.E. d� ��, � � �' ; o <br /> p v ° p l 000 9 PROPOSED EXISTING <br /> ° pkRC ONE OF ° ' ° ASPHALT BERMSTOCKTONCA <br /> ������5Y� TR SH ° pv v v ° p o°��. <br /> 0.46' p p CO TG �% %/ V BUILD/NG LINE <br /> 42' 4"SS 5=0.0200 O <br /> EE-15-.22❑ ° LE A L DIE RI PT I O N p CENTER LINE <br /> p v � 6�4"SS S=0.0200 ��d � � v v p p � v ° i CONCRETE CURB F O R <br /> P-TRAP m p ! A p ° p° CONCRETE CURB & GUTTER <br /> ° RE 17.90 7 1 SDJB i \ � ,�7 ° v ° � �-300, �-300 DRIVEWAR LINE T E K I N ASSOCIATES <br /> p ° IE 16.07, RE 17.35 • p \ p I ° �� p p p / --A-----�-- <br /> p ° 1E 12.76 GREASE INTERCEPTOR ve rh a n �� p FUEL m p FUEL p 7 ° o E �� �� EDGE OF PA VEMENT <br /> `�' v v ° • 10 g O F® v ��® 9 v 6i V E FENCER/C LINE <br /> - RE 17.49 ��° p , �� TANK p � � v TANK ° p p b p � ���� FENCE LINE <br /> 7 " IE 15.10 4"SS i FIRE SERVICE & VALVE <br /> 1.5 W S-12 SD S-0.0050 - \ p ° <br /> " i /E 14.85 4 SS , p F0 F0 FIBER OPT/CS LINE <br /> o0 15'-4 PERF S=0.0050 � c <br /> 1.5"DO `� moo '��� \ % _ w v vv �� p ° ° p v GAS LINE-VALVE & METER <br /> SDCO r - ---t--- ------------ - -----------------e - --- v GUARD RAIL <br /> o- v As hal _ _ <br /> IEE 1\ 4� /� i \\V �p� p \� 8" TRENCH DRAIN pv p ° p° i �' - - � - - �� MONUMENTIMONUMENT LINE <br /> A OUR O F LLOT LINE <br /> - - - - - - - 0H -oH OVERHEAD POWER LINE <br /> B ` ° p - - - - RE 17.60 ✓T -JT JOINT TRENCH LINE <br /> DIE I PT I O N <br /> EIRE 17.00 Bey v v _ ° o - ° lE 16'72 D p ° ° PERF. PIPE - _ - <br /> ELEVEn <br /> FL 16.30 �' fig' i PERFORATED STORM DRAIN PIPE <br /> IE 14.22 4"N ` �9� p \ p i p ss - - PROPERTY LINE <br /> 1E 12.80 12"S ` / i p \ -' ss �� SANITARY SEWER-MANHOLE & CLEANOUT <br /> p SIDEWALK <br /> 300.00 SPOT ELEVA TION <br /> << 6y S° s� �❑ STORM DRAIN-MANHOLE & CATCH BASIN <br /> 6"RWL o p \ ? SIGN T T TELEPHONE LINE <br /> 15.20 11 J 'i a t o i ❑ p i o o�. w -w- <br /> 'IE WATER LINE & VALVE <br /> tR' <br /> S p ° '�' °�° BACKFLOW PREVENT/ON DEV/CE <br /> K 9 • �� �� i p �a� ° v v o o `/ # + ELECTROL/ER K I E R & WRIGHT <br /> 2�6"SD S=0.0050 Q v z � z i \sod air g / ��p �� i � `� '� ♦ WALK-BOLLARD LIGHT <br /> r� CIVIL ENGINEERS & SURVEYORS, INC. <br /> Q ^ i N fur\ p / i �' # � FIRE HYDRANT <br /> AD I h h i or a p i SOCO V W <br /> 4 \� , POST INDICATOR VALVE 2850 Collier Canyon Road Phone (925) 245-8788 <br /> RE 16.74❑ • cs/ �0 a p o lE 12.50 $� <br /> os �� �� �' �� Ar POWER POLE/JO/NT POLE Livermore, California 94551 Fax (925) 245-8796 <br /> IE 15.19 i N <br /> sa a' ❑Q ❑T TRANSFORMER <br /> Jr p� � �c o TRAFFIC SIGN <br /> M • iso p :��: ;-�� . r ■ D ❑ UTILITY BOX <br /> \ AD AD AREA DRAIN <br /> -R i ��v p v / i � i �' ASR ASR AUTOMATIC SPRINKLER RISER <br /> ° v vp i /� V BFPD BFPD BACKFLOW PREVENTION DEV/CE <br /> FF= $. 30 v �� p ���c Concrete �` � / <br /> i / �° p 9 ° i S o {W CATVB CATVB CABLE TELEVISION BOX LANDSCAPE ARCHITECTURE <br /> CB CB CATCH BASIN 943 Reserve Drive, Suite 100 <br /> PAD= 17- 30 o i /��o p /� (ZSi CO TG COTG CLEANOUT TO GRADE Roseville, California 95678 <br /> C) �o Cj A\ T� p v v D ° ° 9� � �,� �� � / 0 DS DS DOWN SPOUT �� T 916 782 8688 <br /> REiNI-oncto 4j o i p i �� c� / EB EB FENCER/C BOX <br /> co cRErE SLAB • 1 \ o i p i FF FF FIN/SHED FLOOR <br /> ttl ON \ o �' COTG i °� p p i ��c� FH FH FIRE HYDRANT <br /> CLASS 11 \ 4 IE 13.70 6 �' p ° �� W �° i i FL FL FLOW LINE <br /> N A v RSCA TE B A SE ` ° ° ° ° v °�l W /lO /i <br /> • � a /h ,I GM GM GAS METER <br /> i � �❑ p ° �laauC , GV GV GAS VALVE <br /> " -a i p i / �; GA GA GUY ANCHOR <br /> 6 RWL 11 � o i p p i C��- / /E IE INVERT ELEVATION <br /> 1E 15.01 �' \ i i v v v p v p i �° o - _ - ' V 1B IB IRR/GAT/ON BOX <br /> cvi <br /> ttl 21 > fDS �� i ° ° i - - i V JP JP JO/NT POWER POLE <br /> RK o �6 i i LT LT LIGHT <br /> 000000 <br /> I 2-6'SD S=0.0050 i p J ° D 0 i PP PP POWER POLE <br /> oRo�M <br /> 0000000 <br /> 0000 � <br /> RWL RWL RAIN WATER LEADER <br /> a AD CB l -� <br /> RE 16.40E-41 p ° RE RE RIM ELEVAT/ON <br /> 0000= <br /> 0000= <br /> 0000= <br /> `� Ca 0 • -------------- ° ° p o p v RE 15.50 1 <br /> 00000 <br /> ,, 00000 <br /> 00000 <br /> 00000 <br /> �� o �o���o= f - - - �� � / � � ' SSCO SSCO SANITARY SEWER CLEANOUT <br /> t� <br /> IE 15.00 - - - -D p FL 14.50 " 60 SSMH SSMH SANITARY SEWER MANHOLE <br /> IE 12.64 4 E <br /> " �' / O '' <br /> ❑O H STORM DRAIN MANHOLE <br /> • i ° p i 1E 11.68 10 W (� SDJB SDIJB STORM DRAIN JUNCTION BOX <br /> �l o I � � i ° p ° � p I � v ° ° v ° v i `'� i j �� <br /> SL SL STREET LIGHT <br /> p _� o p �� s SLB SLB STREET LIGHT BOX <br /> TB TB TELEPHONE BOX <br /> o �c PARCEL TWO F LEGAL Asphalt Q TMH TMH TELEPHONE MANHOLE <br /> v c �� <br /> C TSB TSB TRAFFIC SIGNAL BOX <br /> 4ss < ° ° ° �`�� v p ° DESCRI 1O �� % �� <br /> " � TSP TSP TRAFFIC SIGNAL POLE <br /> lE 12.37 CP <br /> WB WB WATER BOX <br /> 6 Z p o ° �� WM WM WATER METER <br /> o �� <br /> 112-G <br /> /2 G CB �' i �o p °p ° i <' is*IRR �� WV WV WATER VALVE <br /> CB 9"SD IE 15.91 1 i p ° v v0 v i <br /> IRE 16.10 1 5"SS <br /> OB V- 13 FL 1 .70 i <br /> i <br /> 1E 1.00 'ARCEL TH EE F p � <br /> lE 14.85 /E 11.00 <br /> p° lrBFP IRR29-8SD S=0.0050 48 X1"00 S=0.0274 i i c <br /> PT O N� <br /> SDJB i ° ° ° ° ° p o 8" TRENCH DRAIN 8 SDJB 1"WM /RR <br /> 0 3 MITERED DRA/N �� 5 RE 17.78, , � Concrete p � � RE 17.60 RE 16.91 1 <br /> o lE 14.70 8 -o TYP lE 12.31 -I o p o' p IE 16.29 8"7D 6 <br /> ( ) 5 � � �� lE 11.57 <br /> I \� � � i 1E14.414SS <br /> V`� O SAND 0/L SEPERATOR �s 10,4"SS o V <br /> 2 15 o `. COTG IE 12.75 <br /> 9 S=0.0200, V <br /> N '." 6 /E 12.53 -- - ---- -------- ----+--- 5 - ---- ---COTG 6 <br /> o " �� 61'4"SS S=0.0200 s, l <br /> 78 6 SS S=0.0100 <br /> (T�) lE 14.21 <br /> T 4"SS <br /> CO TG r <br /> IE 1 83 4" 6 SDCO S=0.0200 <br /> o /E 11.74 6" IE 1270 2 I ��oa I % EX. CB-TC 12 <br /> o Z � 8"SS IE 13.00 �, TC 16 40 <br /> 0 13"SD OBV 12.67 17 IE 11.49 10"SD <br /> o� N <br /> lE 11.49 EX. 10"SD <br /> M ).� �1F5"BFP ce z to �s ��h �� So <br /> Gate Wrought Iron Fence �� (VERIFY) <br /> -- ----- ------ ------ ----- ---- ------ <br /> �� 1.5"W a u er - ----- ----- aIle Gut er----- ----- ----- ------ ------ <br /> - - w o CB a i V V <br /> Concrete <br /> Concrete 16.84 RE �� i� IE 11.49 10"W <br /> OH - 14 OH � I OH 9 �� off DH IE UNABLE TO \ o ;� off KEYNOTES <br /> 6'�SS (TYP) p Concrete I 1-5, ��� <br /> o o61 / z <br /> t7 � 1 DROP INLET PER DETAIL 1/C3.1 <br /> ----Al y --- -'�------- ------- E �E E <br /> ----- � � ---------------- ----- ------ ----- --------------------�- <br /> v V L �2 B/0-RETEN77ON STORM DRAIN CLEANOUT PER DETAIL 2/C3.1 <br /> CO TG <br /> �n �� c I <br /> 1E 11.52 6"SS o <br /> lE 11.52 EX. 6"SS �� o �3 MITERED DRAIN PER DETA/L 3/C3.1 <br /> (VER/FY) i U 0 6� 6 L �4 AREA DRAIN PER DETAIL 4/C3.1 <br /> I I <br /> V �5 <br /> PIPE BEDDING PER DETAIL 5/C3.1 <br /> N V <br /> N11°56'49W v L �6 CLEANOUT TO GRADE PER DETAIL 6/C3.1 <br /> 5.00' �7 P-TRA P DRAIN PER DETA/L 7/C3.1 <br /> 15"SD-> > > > > > > 5"s� > 15"SD > �8 TRENCH DRAIN PER DETAIL 8/CJ 1 <br /> SOMH <br /> rRE 10 90 13 �9 GREASE INTERCEPTOR PER DETA/L 9/CJ I <br /> IE 9.23 12"SD SDMH <br /> /E 9.23 EX. 15"SD SSMH ���� 17.72 <br /> 10.86E TOP oR 8"wE rNRu MN El SAND 0/L SEPARATOR PER DETA/L 10/C3.1 <br /> (VER/FY) 18.15 RE n IE 10.06 10"E 11 RK CONNEC77ON VER/FY EXACT LOCA77ON WITH ARCH17ECTURAL PLAN. <br /> I I <br /> I <br /> IE 5.12 16"THRU IE g 8T 10"SE <br /> E g.ST 15"W 12 CONNECT TO EX. CURB INLET PER CITY OF STOCKTON STANDARD. <br /> <-1 16'��� < <� < < < < < < < < < 1 'SS < E 9.5 15"N,s <br /> ElCONSTRUCT SDMH OVER EX. 15"SD MAIN PER CITY OF STOCKTON STANDARD. <br /> I I I I <br /> 14 <br /> REL OCA TE EX/S77NG U77L/TY BOXES AS REQUIRED FOR PROPOSED DRI VEWA Y. <br /> N 15 EXIS77NG GAS SERVICE TO REMAIN AND BE PROTECTED /N PLACE <br /> I I I <br /> A I I 1n <br /> z„D <br /> - z <br /> 14"W I I I I 1 °'°J 14"W <br /> L-J L_J <br /> N . WILSON WAY <br /> REVISIONS <br /> N N <br /> 11 . 15.2019 <br /> UTILITY PLAN <br /> BUILDING <br /> SUBMITTAL SHEET <br /> JOB NO. Al 9507 <br /> DESIGNED JDQ C6 . 0 <br /> DRAWN: JDQ <br /> OF 7 SHEETS <br /> X <br /> Z:\2019\A19507\DWG\CIVIL\A19507 CDS-UP.dwg 11-15-19 04:17:22 PM <br />