LANDS OF UNITED
<br /> 0
<br /> �J-Jr�F�r r F� I I �` 0
<br /> �� �� � I r�J�J� � Jr JJ�JJ r�� � z
<br /> /200JE - 029275 OR 5865 Owens Drive
<br /> CHAR r r FF I I S � � � �
<br /> �� ' � 0 5 10 20 30 Pleasanton, CA 94588
<br /> F - - - ------------ -`1. 4F ��s 1�h------------ - --' ����� 10,12008- 029275 tih�F� of �l 925-251-7200
<br /> Go Go- - -- -- ` 1 ' F �� F
<br /> �a - o o� l p� \01
<br /> �F 11 F •> �,
<br /> - - - - G - 22 >> G '� G o GO Wrou ht 22 G0� o��J � 6 Scale 1 = 10 ft
<br /> � �-X�`�� X X -X 60 '� 66 X 9� g �p 25 G�6106 e
<br /> 22 ght Iron Fence ,1• .�'� -� o �1 �' �0' o 0 0 0 �0' 10' �'
<br /> 0• `
<br /> - - - - � - - -petal � r-� �I - �� - - �� - - - - tai _ _ � F � ; >�� LEGEND
<br /> 10 & 26 N . WILSON WAY
<br /> 11. �0 10p `po moo �s v�' 2 ° 2sv v p v o ° 4 � ° v P ° ��� �o - >0 00p s PROPOSED EXISTING
<br /> S VICE YARD rR sHo - o . C ° � ° o ° v �� 5 � ����- STOCKTON CA
<br /> 0 F p(TYP) ° (TYP) � -p- - - (��- - - - `� ONE O F - - - - p - - - -� � �°>°° � ASPHALT BERM STOCKTON ,
<br /> CA TTT TT BLOCK/RETA/N/NG WALL
<br /> 11. ,7 ° ° LEtAL DE RIPTION `� o �' FOR
<br /> D I BUILDING LINE
<br /> D CB cv � � 8 9 �,�,� >�
<br /> /
<br /> D RE 17.00 O d D �o CENTER LINE
<br /> FL 16.30 \ ° ° v ° Rv I D 10 ° v ,>o
<br /> ° v ° CONCRETE CURB T E K I N ASSOCIATES
<br /> 22 ° lE 12.80 / i \ `� � ° D(�'1'P) ° ,;' �� CONCRETE CURB CUT
<br /> ° �� / \ ° CONCRETE CURB & GUTTER
<br /> > ,��. oma, o� ,��• ,�0 G SDCO D 3 11�` �'" / 1� D ° 28 /_ �- ton �- ,00 CONTOUR LINE
<br /> IE 14.30 18 ( "' ve rh a n g O° FUEL O p FUEL v
<br /> 8 9 D ® ® ®® -�r-�� DRI VEWA Y
<br /> K C° v TANK v p �` �� EDGE OF PAVEMENT
<br /> E E ELECTRIC LINE
<br /> & VALVE
<br /> W, .� w - F o co ° l FO F� FIRE SERVICE
<br /> _15 4WPERF D.D050 �. \ D ° D pFo
<br /> N
<br /> --- ---11 ----°------- ° -- ------ -------° ---o-, ° v
<br /> FIBER OPTICS LINE
<br /> G �0�' G. p� `LOG 2 r >� ���0G -8'12"SD S=0.005 . E SDJB i V77 , F \� s i p v �° v v ° / ° FENCE LINE
<br /> / FLUSH CONCRETE CURB
<br /> RE 17.35 o� - \� _ 00 - - 9 8 D V ��C� GAS L/NE VALINE & METER
<br /> c� l GB GB- GRADE BREAK L/NE
<br /> � ,y�� �0• Gam° ° � �' 'ao 11• i G c •>> - � -
<br /> -- 1y' Q / 3 Z GUARD RAIL
<br /> E L EVE■■
<br /> D E I PT I O N > '�0 3 11� ��-ey ° ��' L ° / JT JT JOINT TRENCH LINE
<br /> -� �' O D i '!'`so 10' / - - - - LOT LINE
<br /> 12 „ c� > >> J. /� i D D \\ �, 5 O411/ / - - - - - MONUMENT/MONUMENT LINE
<br /> o> 'S ti '� / ` vD v v \ D TYP �9 �0 1 D V PERF PPE -°H OVERHEAD POWER LINE
<br /> >>goo~oo
<br /> �,>> 11 11 s i v \ v T
<br /> PERFORATED STORM DRAIN PIPE
<br /> >� �' 'ate c' i D ° T 0 o000o F / - - PROPERTY LINE
<br /> 6"RWL 21 °oo�o�o= �G i \ i SIGN °��°°° ? RWL
<br /> °° �w�---- RAINWATER LEADER
<br /> 1E 15.20 t o > O / 16 i p ° i o �o 'J 0� �� R R RIDGE LINE
<br /> 7 > 1 �� SS I<IER & WRIGHT
<br /> tR'
<br /> S >> � o�, p0 �y0 > i ° oD i ss �� SAN/TARP SEWER-MANHOLE & CLEANOUT
<br /> WL 9 c, �G ( ) 1 11• 11• day ° ° o °� ab �\ SIDEWALK
<br /> 2'6"SD S=0.0050 13 Q G� i \sod ��a�a D // �D , > / � / T° sow❑ STORM DRAIN & CATCH BASIN r� CIVIL ENGINEERS & SURVEYORS, INC.
<br /> 100 18 / T TELEPHONE LINE 2850 Collier Canyon Road Phone (925) 245-8788
<br /> 0 1101�
<br /> ,,AD 20 >� I ,o>c % �� �oC �ooa a� � � / `' o • i G � SDCO � �-1 � W -w- WATER �� Y
<br /> pC1 RE 16.74 ,fly G > �, •,t �� / p i o IE 12.50 25 j ,�, WATER L/NE & VALINE
<br /> s G /E 15.19 I o �% > ° ° v / vt> ° v C i � W ' ' �HW W - 6' "*" BACKFLOW PREVENTION DEVICE Livermore, California 94551 Fax (925) 245-8796
<br /> ; ELECTROL/ER
<br /> 0�0� / > i p0 / i ;\ W ".� o� ♦ WALK-BOLLARD LIGHT
<br /> 1 0 6 �1 '� 10' G / / ! � FIRE HYDRANT
<br /> 0 00I)P� 11c�' c' v D �c W. % ` i V POST IND/CA TOR VALVE
<br /> R i / ° ° v °p i w... w .. / POWER POLE/JOINT POLE
<br /> o - ioaoo +�o0 00
<br /> 18. 30 ,o�� \ 1��Q i ,/ ��° i �� COnCret - - ��° SPOT ELEVA77O LANDSCAPE ARCHITECTURE
<br /> C3.2 >>�s 1 �I o i D o ° i _ S ti iW w. l �T ❑T TRANSFORMER N 943 Reserve Drive, Suite 100
<br /> PAD= 17- 30 o G D � o D �� / W.W W .W- W W w / i : ° TREE S/GN , Roseville, California 95678
<br /> ioA o / v v D /G "p ; TREE T 916 782 8688
<br /> .� 15 0 \ p C3.2 i 6�e� p ° v �� i o _ ,c.5 / oN ■ UTILITY BOX
<br /> 1 REINI-URC ED p1 ( 4j ., p d i AD AREA DRAIN
<br /> CO CRETE SLAB4 • 1 1' O \ O I ti I / V
<br /> ttl
<br /> ON 0�5G G1�15 '� \ � °o p � � � w �,�w - � / i � � BW BACK OF WALK
<br /> IV
<br /> BLDG BUILDING
<br /> CLASS 11 1 �Q, \ D v D BL BUILD/NG LINE
<br /> AG REGATE BASE • 10 o x ° D v i
<br /> �❑ D ° Up n > \\\ W " / CB CA TCH BASIN
<br /> .�.WWW l " I CA TVB CABLE >ELEV/S/ON BOX
<br /> Ca (TYP) /, i p i h W W ,
<br /> LL-1 6"RWL T 51 , h0 14 ` i i Jo P oo �� w .W \�� �° / C DR DOOR ETF
<br /> lE 15.01 21 11. G 11• Q� (�) \ i i v i o -
<br /> t fRSK
<br /> AGI v v v w
<br /> v ° >� 9 8 �� � � J-2
<br /> � �' DS DOWN SPOUT
<br /> o i ooEB ELECTR/C BOX
<br /> 12 11 ' 7 �� o / i 0 5 ESMT EASEMENT
<br /> 2'6"SD S=0.0050 '9 ��,� (TYP i D D �� ° ° i (TYp) CB o EW EDGE OF WALK
<br /> AD 101
<br /> FL 14.50
<br /> FC FACE OF CURB
<br /> `_ CQ L- RE 16.40 20 1 IQ i -------------- ° v p v v i RE 15.50 Q/ FF FINISHED FLOOR
<br /> t� IE 15.100 �� U� s� �G 6 1 i � � - � � -p - � � i 7/E 12.64 4"E o i FL FLOW LINE
<br /> C) ❑ n
<br /> FH FIRE HYDRANT
<br /> �o O • � ) 13 �� i ° ° I p i lE 11.68 10"W ,o y Ln FOM FIBER OPTICS MARKER
<br /> OD pl 0 0 z i v v I i 7 GM GAS METER
<br /> �l 11 F o 91' 11 �0
<br /> z-_
<br /> 5 i D v ° ° v v i TYP 6 GV GAS VALINE
<br /> r� o o GB GRADE BREAK
<br /> G a o �Q� (T�) � o �� w� PARCEL TWO IF EGALphalt o �� Q GA GUY ANCHOR
<br /> 10 0 o os CB i p o � �I�� n i �%i �6> o �� HP HIGH POINT
<br /> F� Z RE 15.70 17 >> ° v (�w ° D ° D ESC R r h o�-�J i �� V 1E INVERT ELEVATION
<br /> FL 14.70 >> oo i I ° �° Di I i >> 0 25 V JP JO/NT POWER POLE
<br /> IE 12.63 4"SW LP LOW POINT
<br /> > > " LT LIGHT
<br /> IE 11.00 12 S
<br /> G .flo �o 00 o o v o I D j-. PV PAVEMENT
<br /> CB IE 11.00 12"W 6� oo to I 0 ° v0 v i h �o
<br /> RE 16.10 17 >� 4 '�' �' SDS i p i � >a, PP POWER POLE
<br /> 'ARCEL I"I RE 17.78 17 1 I o I p i 1�oso RK RA/NWA TER LEADER
<br /> IE 14.85 29 N8 SD S=0.0050 i I �� i r / R RIDGE
<br /> " �' (�P) lE 12.31 i D° I / o RE RIM ELEVATION
<br /> WWW .W.W.W.W. 48'12"SD S=0.0274 -t PTION\ i I ° ° v °I �v �v i RD ROOF DRAIN
<br /> MITERED DRAIN a 6 0 > 0' SSCO SANITARY SEWER CLEANOUT
<br /> 19 - - - 0 i ll 10 O G C f e l P I °� �' �0 11 SDS 17 SSMH SANITARY SEWER MANHOLE
<br /> IE 14.70 8 10 o D RE 16.91/ 6 e SL STREET LIGHT
<br /> - IE 11.57'
<br /> SLB STREET LIGHT BOX
<br /> 22V`�. SDJB STORM DRAIN JUNCTION BOX
<br /> DRAIN MANHOLE
<br /> 27
<br /> ------ o-------- - ------------------- - ---------- '�
<br /> 5 �iS--/ n � SDWL SWA�E
<br /> > r 1 �� >os �� 'oTB TELEPHONE BOX
<br /> 091 C 3.2 >6, >�; -� . C ."." 1h 2 >>� �� �] I 4 mos / TMH TELEPHONE MANHOLE
<br /> �'o 8 9 TSB TRAFFIC SIGNAL BOX
<br /> �' SDCO ! ( (T�) 29 oo� pF '�
<br /> TSP TRAFFIC SIGNAL POLE
<br /> IE 12.70 18 o� o o EX. CB-TC 23 V TC TOP OF CURB
<br /> (16.6) TC 16.40 TW TOP OF WALL
<br /> (TYP � � CONF �y l IE 11.49 10"SD , T TRANSFORMER
<br /> c.� IN 17 l JIE 11.49 EX. 10"SD TE TRASH ENCLOSURE
<br /> 11 h > > > I � �� /, T VER/FY WB WA TER BOX
<br /> 0 n Fence 1 >� 6, d 1 0 _ 0 Gat a' Wrou ht Iron Fence o o �O WM WATER METER
<br /> �' '� °� g c� 25
<br /> NO'0`� - -- --� ' ------ --'�0'�� ----- ----- ------ ------ ----- ----- ------ ------ ----- ----- ------ ----- oJ WV WATER VALVE
<br /> C
<br /> u er aIle Gut
<br /> 25 25 >�>�. 5�a o° °°°° 28 ° °°> Concrete s 16.84 RE / i' I E 11.49 10"W
<br /> le V
<br /> ° � 10'Z_ G Concrete o
<br /> D 26 - OH - o c OH OH IE UNABLE TOL OH KEYNOTES
<br /> OH o
<br /> e 25 �
<br /> �0. Ol 29 MAX CROSS SLOPE /N ANY DIRECT/ON.
<br /> 106V -----_ - J I --- cV ------ ------ - �' -- --_�_ --------- ------- � ----- ------- ----- --------------------
<br /> 1'- --- '2 >6, 10019 o >a, - �---- -- --- 6 E E
<br /> cn,10 I I >6, o`S �G 1,16 r ��> > o o J T ? v L O CONCRETE CURB PER DETAIL 2/C3.0
<br /> >s I o I > A n �`� o o I 3 DEEPENED CURB PER DETAIL 3/C3.0
<br /> O
<br /> C3.2 o
<br /> U o L O CONCRETE CURB AND GUTTER PER DETAIL 4/C3.0
<br /> I `Q
<br /> I V O5 KEYED CURB AND GUTTER PER DETAIL 5/C3.0
<br /> I N
<br /> 25 I I 25 I I 25 v L O CONCRETE WALK AT CURB PER DETAIL 6/C3.0
<br /> O7 FLUSH CURB WITH SIDEWALK PER DETAIL 7/C3.0
<br /> ->� > > > 15"SD > > > > > > > 5"sv > 15"sD > NOTCHED CURB AND GUTTER PER DETAIL 8/C3.0
<br /> -J\SDMH 24
<br /> RE 10.90 O SP/LL WA Y PER DE TAIL 9/C3.0
<br /> �� sDMH f0 VALLEY GUTTER PER DETAIL 10 0..0
<br /> /E 9.23 12"SD 1 DMH RE /
<br /> I I /E 9.23 EX. 15"SD � O
<br /> (VERIFY) SSMH n IE 10.86 TOP OF 8"WL THRU MH
<br /> 18.15 RE IE 10.06 10"E 11 TRUNCATED DOMES PER DETAIL 11/C3.0
<br /> IE 5.12 16"THRU� IE g 8T 10"SE
<br /> < < < < < < < < < 1 °ss <
<br /> IE 9.57 15"W 12 ACCESSIBLE RAMP PER DETAIL 12/C3.0
<br /> n E 9.10 15"N,S 13 ACCESSIBLE PARK/NG PER DETAIL 13/C3.0
<br /> 14 WHEEL STOP PER DETAIL 14/C3.0
<br /> N 15 BOLLARD PER DETAIL 15/C3.0
<br /> I ,
<br /> 16 VALLEY GUTTER SHALL BE FLARED TO A WIDTH OF 5, AND HAVE A MAX
<br /> �2 CROSS SLOPE OF 29 IN THE ADA PATH, WITH 59 OR LESS LONG/TUD/NAL
<br /> 2 SLOPE
<br /> 2 w n 17 DROP INLET PER DETAIL 1/C3.1
<br /> I VV 14"W
<br /> L-J L-J 18 BIO-RETENTION STORM DRAIN CLEANOUT PER DETAIL 2/C3.1
<br /> N . WILSON WAY ,
<br /> 19 MI TERED DRAIN PER DETAIL 3/C3.1 REVISIONS
<br /> 20 AREA DRAIN PER DETAIL 4/C3.1
<br /> 21
<br /> RK CONNECTION VERIFY EXACT LOCATION WITH ARCHITECTURAL PLAN.
<br /> 22 EXISTING FENCE TO BE REMOVED AND REPLACED. SEE ARCHITECTURAL PLAN.
<br /> 23 CONNECT TO EX. CURB INLET PER CITY OF STOCKTON STANDARD.
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCT SDMH OVER EX. 15SD MAIN PER CITY OF STOCKTON STANDARD.
<br /> „
<br /> 25 SAWCUT AND CONFORM. (SIDEWALK, CURB AND GUTTER CONFORM AT NEAREST 1 1 . 1 5.2 0 1 9
<br /> SCORE JOINT.
<br /> i
<br /> 26 REMOVE EX. DRIVEWAY AND SIDEWALK AND CONSTRUCT DRIVEWAY PER CITY OF GRADING AND
<br /> STOCKTON STANDARD.
<br /> 27 REMOVE EX. DR/VEWA Y AND SIDEWALK AND CONSTRUCT CURB AND GUTTER DRAINAGE PLAN
<br /> AND S/DEWALK PER C/TY OF STOCKTON STANDARD.
<br /> 28
<br /> REL OCA TE EX/STING UTILI TY BOXES AS REQUIRED FOR PROPOSED DRI VEWA Y.
<br /> 29 MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS
<br /> BUILDING
<br /> SUBMITTAL SHEET
<br /> JOB NO. Al 9507
<br /> DESIGNED JDQ C5 . 0
<br /> Cj
<br /> DRAWN: JDQ
<br /> OF 7 SHEETS
<br /> X
<br /> Z:\2019\A19507\DWG\CIVIL\A19507 CDS-GP.dwg 11-15-19 04:17:13 PM
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