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0' 50' 100' 150' >
<br /> STA TE H/SHWA Y ROUTE NO. 99 FC
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<br /> EX. FENCEW o Ld
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<br /> -II (NOT A PART) J
<br /> •�' A.P.N. 019-220-39 U ;II Ld
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<br /> /• II (AG 20 ZONES
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<br /> EX. GRAVEL- 1 LEGE/VD w " •
<br /> EX. CONTAINER ��`�.� TO REMAIN o
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<br /> r - - TO BE RELOCATED DRAINAGE FOR THIS AREA �� + 60.6 EXISTING GROUND ELEVATION g o
<br /> EX. WELL TO BE RELOCATEDEX. METAL (SEE NOTE 11� y 411P c EP m o
<br /> A.P.N. 013-220-34 ���1-1le �' <<g EX. CULVERT DIRECTION OF EXISTING DRAINAGE _
<br /> EX. CONTAINER (A/ ZONE) �� •� S� o `� Y
<br /> Z I TO BE RELOCATED /' �Q�" �� EP �o -- LIMIT OF IMPROVEMENTS O � Q
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<br /> EX. SALES TRAILER LEX. GRAVEL Q
<br /> b �o-FIR PROPOSED FENCING o
<br /> m TO BE REMOVED 231 coo• C) Q o 0
<br /> TO REMAIN 0
<br /> w I EX. DRAINAGE BASIN GATE POSTEP EXISTING FENCING � W o
<br /> , G - - - - - INVENTORY STALL PARKING LINES E. m
<br /> MEDI goo' TREE - WIE POS EP � D, ®®,,yyam� , � N
<br /> ` I I OOec EP o1 EP 00`°B , Py - R'S FG 48.Of FINISH f&E )0SfTE PLA N
<br /> I I I EX. G92 (CA) (FREEWAY ENTRANCE) SIGN (TYP. OF 2) 98 h �� � 0 `
<br /> L - - ✓SG TRUCK/NG EX. G28-1 (CA) (SHEILD) SIGN (TYP. OF 2) EX. LME OAK �,�0 ro R0?0
<br /> EX. M3-3 (SOUTH) SIGN (TYP. OF 2) Q�- �1 0 P PA-21 00079 ~
<br /> (NOTA PARTS EX. M6-2 (DIRECTIONAL ARROW) SIGN (TYP. OF 2) ROAr OSP p�F 1 O• ° O� Z Q �
<br /> A.P.N. 013-220-33 GR �� �� O� o+`° o Application # W
<br /> Q (/L ZONE) EX. W34C (CA) (VERTICAL CLEARANCE) SIGN (TYP. OF 2) ASF- +coo• G C-Da U W
<br /> G W - (D
<br /> EX. R1-1 STOP SIGN ENT 2�2 °� °° 0� m G 5/21 /2024 cry w
<br /> (STOP) 3 PROPOSED DRAINAGE SWALE ABBRFA f d B y 0 n z Q
<br /> Ql� - - --� EX. STRIPING SI FP 0P 18' 0 X ~
<br /> O rt PROPOSED W h°�'
<br /> EX. G66-56 (CA) (STAA TRUCK TERMINAL ACCESS) SIGN yo�cO TOP SIGN , 512 vP��E� +`'� �G SLIDING GATE ` +� AB AGGREGATE BASE Q w "z
<br /> I I I (TYP. OF 2), EX. (DIRECTION ARROW) SIGN (TYP. OF 2) h°' E� Goo AC. ACRES o 00
<br /> EX. BUILDING I co PROP05E0 OWY PER _j_
<br /> +G S.J.CO. DWG. N0. A.P.N. ASSESSOR PARCEL NUMBER o a
<br /> BARB FC BARBED WIRE FENCE CORNER > o 0
<br /> r ,� I EX. W1-6 (ONE-DIRECTION LARGE ARROW) SIGN EP ;L R-17, NTH R=50' CL CENTERLINE
<br /> V EX. SQUARE YELLOW CAUTION (NO LETTERING) SIGN EP �00� +`°°� 4!" h[ OWY ORIt/EWAY w U z_ o
<br /> Q EX. W1-3 (REVERSE TURN) SIGN + G 4
<br /> EP EDGE OF PA VEME_NT 0 Y
<br /> EX. W13-1 (35 MPH) SIGN I - 60� G h0�' S2 t "� EX. EXISTING z 0 o
<br /> M / \ ROAD SIGN ho,°'�EX. BARE GROUND +G .1 EX. AG FIELD FC FENCE CORNER _
<br /> Q / E G G o, G P A.P.N. 013-220-58 FG FINISH GRADE
<br /> �'�• �` +`'4�'• 1�� O (AG 20 ZONES G WIRE GUY WIRE z � o
<br /> EX. SQUARE YELLOW '� y0• MB MAIL BOX Q
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<br /> EX. STRIPING �O�° W� EX. DRIVEWAY TO G PROPOSED 16' DOUBLE GATE MPH MILES PER HOUR Cn z
<br /> O (DIRECTIONAL ARROW) SIGN 0' oo TRAILER STORAGE "�
<br /> BE ABANDONED 0
<br /> � + ODS OWNER, DEVELOPER, SUCCESSOR IN INTEREST
<br /> ( / �.�coco\• v \ .� G PROPOSED AS PROPOSED FENCING P POLE POWER POLE OU
<br /> OAD 'S DVV1( \ `6�• �� _ AROUND RETENTION BASIN R RADIUS •
<br /> N. ST. HWY. FRONTAGE/ R � + _ _
<br /> �� 0 + coo \ G _ EDGE AB S✓.CO. SAN ✓OAQUIN COUNTY Q
<br /> EP SIG oh coo• y i S POLE SERVICE POLE -r-
<br /> O°' EP �o ' EP 1 EP o• EP ,� - ov h0• EI �Oo�ROA+D S: 119 °� DWY +G �� / +Oo Z + TYP. TYPICAL f
<br /> 0 + Oo. co 378 + co ♦ G 1 MAX. o f PL US OR MINUS 1
<br /> O• EP '� �, EX. BARE GROUND G T o 9 '�
<br /> EP 1 co+ A.P.N. 013-220-32 +`°° Off` ` \ I I Gibs
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<br /> co �o°' I (Al ZONES / o o� of I o 5 I�o I o o Z O -
<br /> + h h °� r O' °• °• V I INO. 09 89C
<br /> 00' + +c°°� +c°° �co� 01? + .y + I G I " ''�°'� PROPOSED RETENTION BASIN �4 � EXPIZ-S 9-3D-24 i
<br /> W �r Oc°G +G +G N° 20 Oo, jo'`'y G �°�• 0'`�• I�� (SEE NOTE 12) _ Q-z+
<br /> °' co PR/l/ATE/PERSONAL EX. WELL SEE NOTE +�° I +G +G I I +G ►�♦G I +�O �0 16'x• 01 1
<br /> `1• +`�° +rOO. 60°' 01 STORAGE EX. BARE GROUND 20 ON THIS SHEET G I r+ +G ' 6°. }ti �'
<br /> EP FG G°h coo• 60. Uj
<br /> �. �• /15� 6 - 100f ATE POST
<br /> FC *7R 981 0 VINE Ri \
<br /> +VINE ROW PROPOSED FENCING WATER PIPE 6`U PROPOSED BUILDING PHASE 2, o EX. VALLEY OAK VINE ROW I Q
<br /> _ EX. FENCE �"�,�'S SEE DETAIL BELOW & PROJECT p�
<br /> I G z DESCRIPTION NOTE 1009 REPLACEMENT AREA o EX. FENCE
<br /> F_ \ P POLE ,p�_Pnw PROPOSED 12x24 MODULAR a �? _•�•�'�•� APN
<br /> NOT A PART
<br /> .i•�•- N. OIJ 220 99
<br /> \_ j 1 50 EX. WELL BUILDING (SEE NOTE 13) I /� II (AG 20 ZONE) Z
<br /> EX. HOUSE EX. VINEYARD R%1 POWER. / LEACH FIELD, SEE NOTE 9 ON THIS SHEET I // �� II``'
<br /> (NOT A PART) \ PROPOSED SEPTIC TANK, SEE NOTE 9 ON THIS SHEET �� I 0
<br /> EX. DIRT DRIVEWAY A.P.N. 013-220-13 EX. GRAVEL Ji N W
<br /> (AG 20 ZONES / / .SPO •y DRAINAGE FOR THIS AREA /
<br /> EX. WELL i o,
<br /> (SEE NOTE 11) y yp�pEP
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<br /> -PON%, A.P.N. 013-220-34
<br /> S POLE (Al ZONE) \100"
<br /> / EX. WELL ��� 6 w
<br /> P POLE
<br /> � EX. CULVERT
<br /> GENERAL NOTES: PROJECT DESCRIPTION: Pa �� LEX. GRAVEL /:23 EP I
<br /> 1. SITE BOUNDARY /S BASED ON A NOTICE OF LOT LINE ADJUSTMENT (PA-2000036), DOCUMENT NUMBER 2020-076708. q EP `�
<br /> PHASE 1 WOULD SIMPLY CONSIST OF PLACING A MODULAR OFFICE ON �' II GATE POST
<br /> 2. ASSESSOR PARCEL NUMBER.• 013-220-32 & 013-220-34 THE PARCEL, FENCING OF THE SITE, A RETENTION BASIN AND A GATED ��� qo o" GATE POS p EP I I I
<br /> DRIVEWAY ENTRY DIRECTLY OPPOSITE FROM THE EXISTING SITES' ENTRY �� •Qo TREE �'� II m m
<br /> 3. SITUS ADDRESS- 19320 & 19351 N. STATE HIGHWAY ROUTE NO. 99 W. FRONTAGE ROAD, ACAMPO, CALIFORNIA 95220. (APN 013-220-34). THE LARGER PARCEL (APN 013-220-32) WOULD GAP � �, qp 60�°B F 98, �/ III o � m � o � �
<br /> BE SURFACED IN AGGREGATE BASE ROCK AND WOULD STORE AND SELL �P z � z Y C w oz
<br /> THE LARGER EQUIPMENT & TRAILERS. THE CURRENT EXISTING SITE Q EX. LIVE OAK EP •� III 9 � � � � , J U)
<br /> 4. ZONING: Al OWER �, �
<br /> WOULD BE USED FOR SMALL TRUCKS & EQUIPMENT SALES. A NEW LD pyo Q o, FC h 60� EX. SLIDING < I L.o � o � N Na
<br /> 5. FLOOD INFORMATION• THE AREA IS WITHIN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE FL OODPLAIN) AS SHOWN ON FIRM PANEL 06077CO 170F, EXl TING DRIVEWAY Y SER!/lNG APN0 IJ-220-J2 WO>3L0 BO 3�N THE EXISTING OSITE THE ��,��ocF� � \���p�' S GN h°� o °' EP �_ � Pp Py� GATE
<br /> DATED OCTOBER 16, 2009. �c, EP J' w 11 EX. DRAINAGE
<br /> CONTAINERS ON APN 013-220-34 WOULD SE RELOCATED ACROSS THE 0
<br /> 6. BENCH MARK USED. STREET FOR STORAGE PURPOSES. THE NORTHERN PORTION OF THE �����p� 'Pogo ���J�� 60� 60• ENT o o� O, Q i 11 SWALE N
<br /> ELEVATIONS REFER TO NGVD29 DATUM. LARGER PARCEL (APN 013-220-32) WOULD BE USED FOR PERSONAL SIGN EP EX, 3 X III W N
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<br /> AELEVATIOQNUI 5�30 ry BENCH MARK NO. 154 �� �� G I I O
<br /> STORAGE AND NOT PART OF THE PROJECT. �S �Q\� 512 V LL
<br /> •*0943 36' E SP E RAIL 250' S CL ON ROAD 381212112. PHASE 2 COULD POTENTIALLY CONSIST OF PAVING THE ENTRY, A S/TE EPM Q
<br /> III O
<br /> PARKING L OT AL ONG WITH ADDITIONAL AREA AROUND A POTENTIAL 50 X N ST. HWY. FRONTAGE ROAD
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<br /> 100 SHOP. THE BALANCE OF THE SITE WOULD REMAIN THE SAME AS III oo (�
<br /> 7. ELEVATION INFORMATION. SPOT ELEVATIONS SHOWN ARE GPS (NETWORKS ELEVATIONS. PHASE 1. VICINITY MAP EPI i I ` O N
<br /> 8. STORM DRAINAGE SHALL BE ONSITE, PER SAN ✓OAQUIN COUNTY STANDARDS & DEVELOPMENT CODE. NO SCALE 0 I�11 ` ,^� `�' W N = a a Z
<br /> 9. SANITARY SEWER SHALL BE AN ON-SITE SEPTIC S)ITEM, PER DEVELOPMENT CODE. THE SEPTIC SYSTEM SHOWN lS PRELIMINARY AND SHALL BE DESIGNED BASED UPON SOIL 6o EX. AGGREGATE BASE
<br /> SUITABILITY STUDY SY OTHERS. SEPTIC SYSTEM TO BE CONSTRUCTED WITH PHASE 2. PHASE 1 TO BE MODULAR RESTROOM WITH CONTRACT MAINTENANCE. ROAD �� / v P N W V J a
<br /> TRA/LER STORAGE / +i Q a N a Q
<br /> 10. DOMESTIC WATER SHALL BE AN ON-SITE WELL, PER DEVELOPMENT CODE. 1h6� / MI / Oct , W
<br /> EP 6 EP I / EX. 16' DOUBLE H
<br /> 11. DRAINAGE FOR APN 013-220-34 W/LL REMAIN AS-/S TO AN EX/ST/NG CULVERT CROSS/NG OF THE FRONTAGE ROAD. GRADES & DRAINAGE TO BE PART'lot / GATE r CO) O
<br /> \co6�. OF PHASE 2 DESIGN PLANS AC / � (�
<br /> 12. THE RETENTION BASIN AS SHOWN /S PRELIM/NARY AND BASED ON SJ.CO. DES/GN STANDARDS FOR A 10-YEAR, 24-HR STATIC VOLUME FOR A.P.N. 013-220-32 ONLY WITH A SAFETY FACTOR o• OSED , 0 Z W
<br /> OF 2 PER SJ.CO. STANDARDS. RURAL ZONE 1, 24-HR RAINFALL DEPTH OF 3.24 INCHES (1.5 AC-FT.). F/NAL DES/GN WILL BE BASED ON A GEOTECHN/CAL REPORT /NCL UD/NG O� PREP 63Q_ _ _ - - / I EX. FENCING r a
<br /> INFILTRAT/ON-PERCOLATION RATE TESTS AND A RECOMMENDATION. ALL OTHER DESIGN ELEMENTS OF THE RETENTION BASIN WILL MEET COUNTY DESIGN REQUIREMENTS, IE. SLOPES, FENCING, I R%60 R� �X EDGE AB I / I AROUND = Z Lid a
<br /> FREEBOARD, ETC. BASIN SHOWN REPRESENTS APPROXIMATE SIZING FOR PHASE 1 & 2. RAO ��`' - I Q RETENTION V a CIO
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<br /> m � - _� BASIN
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<br /> 13. THE PROPOSED (12 X24) 288 SF MODULAR BUILDING /S FOR OFF/CE SPACE. PARK/NG SPACES SHALL BE PER COUNTY DEVELOPMENT CODE 9-406. - �0 I I 3:1±_ I ,i o Q 0 W
<br /> � I O � �
<br /> 14. THE MOKELUMNE RIVER /S APPROXIMATELY 0.65 MILES SOUTH OF THE PROJECT PARCEL. 6, f 5, I I I � I N N
<br /> 1
<br /> 15. EXISTING STRUCTURES SHOWN OUTS/DE PROJECT BOUNDARY ARE APPROXIMATE IN LOCATION AND SIZE. W _ :2_3 I I EX. I M
<br /> VALLEY OAK
<br /> 16. ODS SHALL COMPLY WITH COUNTY LANDSCAPE STANDARDS PER DEVELOPMENT TITLE 9-402. '' °¢° 50x100 SHOP 40' °° o /
<br /> o o _ I / 1 \ POLE
<br /> 17. ODS SHALL COMPLY WITH COUNTY SIGNING REGULATIONS PER DEVELOPMENT T/TLE 9-408. Under round Service Alert W � � � J 1� M l� •0 SHEET
<br /> 18. PER HIGHWAY DESIGN MANUAL, SECTION 504.8 THE PROPOSED AND EX/ST/NG DRIVEWAYS AT THE SOUTH END OF THE PROJECT ARE GREATER THAN 50 FT. BEYOND THE 'CURB RETURN, RAMP q - V,,T 1
<br /> RADIUS, OR TAPER"AND /S EXTENDED AS FAR SOUTH AS FOSS/BLE TO MAINTAIN A SAFE SITE DISTANCE FROM APPROACHING VEHICLES FROM THE SOUTH FRONTAGE ROAD AND ALLOW FOR TWO DAYS 981' ° VINE OW 1009 REPLACEMENT AREA 61.4 ATE POST
<br /> ADEQUATE DRAINAGE FROM BOTH PARCELS ALONG WITH APPROPRIATE SITE CIRCULATION. « BEFORE EX. FENCING ATER PIPE 6`U 25'_ 20' VINE ROW
<br /> YOU DIG �- `� J_ZO�_J�
<br /> EXISTING 12x�; MODULAR BUILDING �
<br /> 19. THE EXISTING WELL SHALL HAVE SARR/ERS INSTALLED AROUND PUMP FOR PROTECT/ON. 11,E PHASE 2 PROPOSED SEPTIC TANK& LEACH FE/LD,
<br /> SEE NOTE 9 ON THIS SHEET
<br /> Call TOLL FREE: 1-800-642-2444 SCALE: 1 " 50' O F 1 SHEETS
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