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800-227-2600
<br /> „ F 0 R E 1'0
<br /> EX. NO PARKING
<br /> SIGN
<br /> _ 22.50 CURB OPENINGS QD
<br /> TC �2>.90 EVERY 5' 22.72 U S
<br /> EX. TC . - I
<br /> 22.53 III D
<br /> -- -TIC 22.87
<br /> EX. EP TC 22.85
<br /> 22.28 '6T 22.22 �. ° CONC• , CONC �c�//
<br /> / / 21.85 TC TC �1° 22.84 , , 1 22.87
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<br /> TC CON C SE
<br /> / 0 N L Y / 22.61 EPS 22.14 22.1$ 22.95 9 0 .•� • 22.76 EX. FH 48 HOURS PR/OR TO WORK OPERATIONS
<br /> TC - 22.24 TC TIC 22.30 23.00 CONC
<br /> TC 21.91 PROPOSED TC TC.37 TC FFE '11.54%,y I I d�>.7, 3,-0>,
<br /> TC D BIORETENTION O7.- L) 0 00 �2 20 ❑ l I I 91 1.5„ 1 -6 1 -6 1.5"
<br /> 22.44 AREA D 0 2 q4' l _I _ �..II
<br /> I - - - TC 22.00 CONST. SDCB CONST. SDCB 22.93 o m N � ❑
<br /> 220 / s / TC RIM=21.15 RIM=21.25 22.37 TC ` 1.6� ° ° °
<br /> / / 22.04 TC a cn II I 2 2�
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<br /> 22.64 / a OTC TC TC 22.37 22.91 2208 ,22.,23 °a
<br /> 22.53 ,n
<br /> TC TC o o N CURB OPENINGS M D TC TC 23.00 � I 21�q I EX. SDMH
<br /> / \ 22.50 o
<br /> 01 - EVERY 5' 22.90 FFE ,'�25 22.71 I VALLEY GUTTER
<br /> / ✓ TC I �s ti� 0 0 0 21.71 TC 1.7% � CONC 22.37 I I�
<br /> / 22.32 / 22.51- G' 22.22 1�� r-°, ' I
<br /> TC / TC 21.84 21.82 TIC 2172 TC 22.27 22.32 q 6.6% 22.60C
<br /> / 22.58 22.481 / TC TC TC . 22.90 22.73 2'-7
<br /> 2. s 22.17 b� TC b� TC TC I� °
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<br /> EX. SDMH / / / 223 ° I �TC s TC -21.8 s 22.60 TIC �g 22.8C c�
<br /> / 22.13
<br /> a 22.09 TC 22 22.i3 I _+
<br /> 22.28 `� I TC 22.38 TC o 22.67 TC 22� TC, '
<br /> _ TC 22.17 EP 22.60 0? I r ° • ° ° ° a• • s °
<br /> TC 22.75 2,2.6'9 I i ° °
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<br /> / OPENING 23.02 22.01 EP 00 �p / TC �I I I I
<br /> .6, 22.25 a ° / s P.O.T. s 2265 SEE SHEET C6 FOR CURB & GUTTER CURB
<br /> .22.,21- � TC 22.90 N EP � � ° 22.20 22.40 22.49 22.58 226,5---� DETAILS
<br /> .22.52 5`�° TC � TC TC=EP TC=EP � TC I NOT TO SCALE
<br /> 23.08 ° ° /22.37 22.55 22.93 III
<br /> 2196, TC -"2 �s? ' °� �r ° TC TC ;, TC I I CURB NOTES: *DIMENSION SUBJECT TO
<br /> CONST. SDCB 23.212.27 22.27 22.44 c • 01.37o 22.85 I PAVEMENT SECTION
<br /> RIM-21.47 / TC EP EP 22 'n TC m II 1. FINISH ALL CONCRETE WITH FINE HAIR BROOM. CHOICE.
<br /> RIM=21.47 22.45 22.79
<br /> / 22.16 23.00 22.81 22.35 TC 22.47 ° ld\oa, `y I 2 MAXIMUMOCANDXATNREOTUR OSNTS AT 200 O.C.
<br /> / TC 22.16 ,0 22.78TC EP TC=EP g TC EP EP �1 TC 22 52� TC o I I I I 3. CONSTRUCT WEAKENED PLANE JOINTS AT 10'
<br /> 22.81
<br /> D M �� 1 ° TC 22.78 z III I O.C., 1/8" TO 1/4" WIDE AND 1-1/2" DEEP.
<br /> �s TC cps I 22.37 '�? CURB OPENINGS 21 79 TC a I 4. • REBAR TO BE CONTINUOUS #3 REBARS UNLESS OTHERWISE NOTED.
<br /> 09 / 22.72 22.7/8 EP EVERY5' TC � I
<br /> 22g2� TC �g TC 1•sq 22.47 CONST. SDCB N 5 I �255I 5. *DEPTH OF CURB TO BE DETERMINED BY PAVEMENT
<br /> / GPQ 23.00 TC ` �� TC 0.5% RIM=21.39 Ln I 22.58 II OR CONCRETE SECTION. CURB TO EXTEND 12" BELOW
<br /> 22.18 PAV 23.00 22.8022.02 D 22 36 0 2212 I SUBGRADE ADJACENT TO LANDSCAPE AREAS.
<br /> ��° 22.91 do TC-EP � TC (-22V65 TC.77 LANDSCAPE TC TC 2225
<br /> / G TC d's LANDSCAPE 2Z6` 22.96 7% -y -'
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<br /> 22.91 / _ ° ^� ° 23.12 TC ° CURB OPENINGS I 2278 I LEGEND
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<br /> TC , 23.12 a, 0 21.29 �9
<br /> 22.86 ° Y, 23.17 `� 04 TC TC c ° I
<br /> / / �s o ° 'D Tc b� 23.09 22.76 I DESCRIPTION EXISTING
<br /> TC ° ° 23.33 23.23 N 23.23 23.22 22.98 22.91 TC I W
<br /> / REMOVE EX. / I
<br /> 23.50, TC LANDSCAPE TC TC _ TC TC TC
<br /> RAMP 1.3%
<br /> I BOW I Q PROPERTY LINE
<br /> AC DIKE CONIC a 1 o ° 1.8% � I J WATER LINE Z -
<br /> / 22.62 �� 23.14 j '��' 23.39 ��° ° , J V, ° 22.75
<br /> 22.66 TC TC 23 22 23.47 s TC 23.18 023.30 23.30 23.30 r� A ���, 23.00 22.90 1.3% BOW I WATER VALVE
<br /> 2,216' TC ° �° TC TC 23.14° CONIC � FFE FFE FFE °°� % TC TC � 23.06 -ZZ Sq I I W
<br /> �r
<br /> CONIC LANDSCAPE 23.05 LANDSCAPE 0 TC III I m CURB INLET OR CATCH BASIN
<br /> CONST. SDCB .22.48 `�`� 23.06 °� °° ° o CONIC 23.30 22.80
<br /> RIM=20.97 TC \ CONIC \r,- 2.0� °0 23.30 :� I 5
<br /> S 2235 \ a �s 23.51 22.80 CARWASHD BUILDBNG FIFE FFE 22 62 TC �0 I �22>9 = ELEVATION 11
<br /> 23.57 TC 23.78 `� _ 23.30 FFE �� j
<br /> D 22.2 22.70 / 23.07 CONIC ° TC �° TC CONIC FIFE - 23.30 CONIC °�� 1.5�
<br /> TC �o p 22.80 CONIC 22.99, 22.85 - -
<br /> 2..8.5 TIC 23.30 FFE I 22.56 TC TC SEWER LINE 12 SS
<br /> �'� � 23.42 22.80
<br /> / 2 5� 22 24 3 g J "�° ° �9 'S ° 23.31 TC 2.0% CONIC 23.22 2O8`9� 22.80 CONC 1.2% '° GONG ° _ ° I INSTALL FH PER IRON FENCE LINE -X X
<br /> 222, TC / ' ° 0 22.89 �' TC 23.50 bi CONIC 1 4%� 22.89
<br /> COS STANDARD
<br /> I TC 22.78 0 � I I DRAWINGS W-13 WATER LINE w w
<br /> II I ° ° "� TC 23.22 TC � 23.80 o �t I - -
<br /> 22.08 .37° ° Tc �° N 23.10 23.13 ° FFE `�' m TC
<br /> Z TC c�G Q 22.95 TC /-TC ° Q 22.77 I I STORM DRAIN LINE 12 SD
<br /> O 22.51 �O P e° ° - a ° ° J TC s j 23.16 TC I I EXISTING EX.
<br /> �- TC �.P ° . ° 22.56 'mss T 22.77 22.44 I FOUND FD
<br /> f o w - ` �I° ° ° TC 22.93 N v `n 22.92 ° Q TIC TC
<br /> 1.- 2>.. J I^ TC /N 22 q7 CONCRETE CONC.
<br /> 22.53 22.85 TC d 22.76 222,5 °
<br /> J o TC TIC �� EX. TRAFFIC SANITARY SEWER MAINTENANCE HOLE SSMH
<br /> I TC 40 SIGNAL BOX
<br /> m 22.32 22.41 22 50 22 52 �1 6 22.81 22.91 X1.86 cV _ _ ._ STORM DRAIN MAINTENANCE HOLE SDMH
<br /> o 21.93 TC TC TC TC 22'TIC TC TC 22'T� EX. TRANSFORMER PAVEMENT PAV
<br /> EDGE OF PAVEMENT EP
<br /> wo TC /�° 22.00 "s I 22q� CENTERLINE CL
<br /> 0- Q /N' f 22.22
<br /> ° TIC 22.29 I 21.93
<br /> � � D 21.69 co 22.13TC I WATER METER WM
<br /> II °- Q TC CO TC 0.25% 0.25% L I I 2206 EX. SSMH
<br /> 22.27 22.27 1 ] I I / TOP OF CURB TC
<br /> CONST. SDCB 21.65 EX. SDMH 21.78-
<br /> 1, ATC TC 22 32 f GUTTER FLOWLINE GFL
<br /> RIM=24.04 2237 2>.� TC RIM=21.70 ��° ?1.5T EP TC 1 1 / I BACK OF WALK BOW
<br /> 2227" • . o 22'22 LANDSCAPE218�� I SIDEWALK SW
<br /> 21.47 0 25% TC I AIR CONDITIONING AC
<br /> I � TC 22 q9 0� .2206' � I
<br /> 2205 I -� - - - - - -2250- - - - - - - D 21.89 21.96 22.09 EX. SSMH STORM DRAIN CURB INLET SDCI
<br /> � 2223 CURB 21.6'8 21.68 22.25 X21.99 2237' TC TC 2215 TC ,moi 88, 220q S � � � �j
<br /> PROPOSED PROP
<br /> - 21 7a
<br /> \1 OPENING TC - - - - - - BUILDING BLDG
<br /> _ 22.06'
<br /> 2 27 2228 _ _ _ _ _ _ _ _ _ _ _ _ _2>.96' _ _ , - - - // 2>.6'O
<br /> � .89 - / SANITARY SEWER CLEAN OUT �
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> FINISHED FLOOR ELEVATION FFE
<br /> 22.0 221 EX. LANE 2228 E X. TC 22.18 22.09 21.96' 217'1 2>.67� I 21.q9
<br /> 2163 2165 MERGING SIGN 21.80 EX. GFL 2232 2173 EX. BOW 2181 2>.q9 2183 2127 2100 I '2175 SANITARY SEWER MAINTENANCE HOLE O
<br /> 21.85 - - 2>.37'- - - -
<br /> 21.77. - -21.80- 21.96- -21.89- - 21.7q- 21.6,E 21.35 21.31
<br /> EX. EP 22 aa ,Z1q�y I � STORM DRAIN CATCH BASIN
<br /> 2195 EX. "SPEED EX. STREET LIGHT EX. TREE WELL (TYP.) EX. SDCI
<br /> _ LIMIT" SIGN _ I , I SCALE: 1"=20' STORM DRAIN MAINTENANCE HOLE O
<br /> EX. DRIVEWAY EX. TRAFFIC
<br /> - - LIGHT (TYP.) I
<br /> WV
<br /> - - - - - - - - - - - - - -
<br /> WEST LANE I I I 0 20 40 WATER VALVE
<br /> - - - - - - - - - - - - - - - TREE
<br /> 0
<br /> ��
<br /> I PAVEMENT
<br /> � � I
<br /> CONCRETE
<br /> QRpFESS/0N �0 LAND S�
<br /> PRY C.{y0l \�C��P�,�pRYG�.o
<br /> UNAUTHORIZED CHANGES AND USES: REVISIONS roe No.: 3984
<br /> m N0. DESCRIPTION DATE BY WON G ENGINEERS, INC. DATE: SEPT. 201$ 1505 EAST HAMMER LANE CALIFORNIA
<br /> STOCKTON SHEET
<br /> NO. 48717 * * THE ENGINEER PREPARING THIS SITE PLAN WILL NOT BE PLANNING ENGINEERING SURVEYING C 2
<br /> EXPIRES: 9-30-2020 NO. 7600 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN
<br /> 9 EX. 12-31-2018 TO OR USES OF THIS PLAN. ALL CHANGES TO THIS PLAN I STOCKTON CALIFORNIA (209) 476-0011 GRADING P A �l
<br /> ��qTF CIVIC c���Q ��� ��Q MUST BE IN WRITING AND MUST BE APPROVED BY THE L S 7600 DRAWN: ZK
<br /> OF SIX
<br /> OF CA��FD F OF CNO PREPARER OF THIS SITE PLAN. C. "�,� DATE 9/10/18 R.C.E.
<br /> 48717 DESIGN: WEI
<br /> CHECKED: ZCW FILE 3984
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