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0 15 30 60 HIGH POINT OF OVERPASS SCALE: 1"=30' X389' SIGHT DISTANCE PA -2100229 AG LEGEND LIBERTY RD A.P.N. ASSESSORS PARCEL NUMBER BLDG. BUILDING EX. EXISTING SD STORM DRAIN 325' CLEAR SIGHT DISTANCE S.F. SQUARE FEET R/W RIGHT-OF-WAY (P) PROPOSED + + + + TE TRASH ENCLOSURE + + + + + + + + + + + + PROPOSED + + + + + + + + + + + + + + + + + + 637' +++++ +++++++++++ + +++ +++++ D SEPTIC ++++++++++++++ ++++++++++ ++++++++ ++ EX. ASPHALT PAVEMENT + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + ..... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + ++++ TANKAND ++++++++++++++++++++ ++++++++ ++++++ +++ ++ + LEACH FIELD +�+++ 5 ++++++++++ ++++ ++ ++++++ ++ + ++ SEE NOTE 14 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N + + + + + + + + + + + + + + + + ® PROPOSED ASPHALT PAVEMENT - ++ +++++++++++++++++++++++++ +++++ O8 11' TE +++++ +++++ ++ ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ ++++++++ ++++++++++ +++++++++ ++ 10 g ++++++++ �o + + +++ ++ ++++++++++++++ ++++ +++++++ +++++ ++ ++ ++++ + ++ ++++++++++++++ ++++ • ++++ + +++ PROPOSED CONCRETE + � +++++++++++++ + + + + + + + + + + + + + + + + � G� l.) + + + + + + +++++ + + + + +��+ + + + + + + + + + + + + + + + / . HIGH SPEED DIESEL Ln + + + ++ + + ++ ++++ + + + + + ++ ++++++++ ++++ ++++++++++++++++++++ + ++ +++++-+ _ - ++++++++ +++++ + +++++ + + + + + CANOPY 57'x35' + + + + + + + + + ++++++ + + + + + + + + + ++++++ + + + + + 5 , + + '�- + + + + + + + + + + + PROPOSED LANDSCAPING + + + + + + + + + + — I 2 -MPD + + ++ + + + + + + + o + + ++++ + + + +++++++++++ +++ + + + + $° S + + + + + + + + + + + + + + + + + + + + + + + + + +++++++ + + + y y y + y + y + ° _ + + + ++ + + + ^+y + + + + + 5 1 170 S.F. _ + + + y + y + 4/24/2024 ■° ° ■ ■° + PROPERTY LINE+++++++++++++++++++++ ` ` ° � 25' ++ ++ r'O O + + + + + + + + + + + + + + + + + + + + + + + + + ° + + + + + + + + + + + + + + ° ° 00 ++ ++ + + + +++++ +++ R ++ . v: a •, o O + +++++ + AE+ T+ + ++ +++ +++ +++�1+ ^ oa °�. o. o° �. ++ + +++ ++ +++++++++ 2 _ _ ti� q +++ +++ NOTES +++ +++++++++ s. +++ +++ + + + + + + + + + +, + + + o ° m ° + + + + + + `` A.P.N. 005-100-48 +. +. +.+.+.+.+.+.+.+. a ,+r+ 1 �. 1� +.+ + +.+ +.+ 1. A.P.N.: 005-100-01 2. WATER: PROPOSED PRIVATE WELL 3. SEWER: PROPOSED PRIVATE SEPTIC 4. STORM DRAINAGE: NATURAL DRAINAGE (ON SITE RETENTION) 5. SITE ADDRESS: 3271 E. LIBERTY RD, ACAMPO, CA 95220 6. FLOOD ZONE: ZONE AE, MAP# 06077C0157G, OCTOBER 20, 2016. 7. ALL IMPROVEMENTS ARE PROPOSED UNLESS NOTED. 8. BUILDINGS 1, 2 AND 3 WILL REQUIRE VARIOUS TENANT IMPROVEMENTS. PROPOSED USES SHOWN IN THE LEGEND ARE POTENTIAL USES. EVERY BUILDING MAY NOT HAVE ALL THREE USES. 9. ALL GATES WILL HAVE A KNOX BOX ATTACHED. 10. ALL BUILDINGS WILL BE IN COMPLIANCE WITH ALL ADA REQUIREMENTS. 11. THERE WILL BE DESIGNATED ADA COMPLIANT PATHS OF TRAVEL FROM THE PARKING LOT TO THE BUILDINGS. 12. THERE WILL BE ON SITE LIGHTING CONFORMING TO SAN JOAQUIN COUNTY STANDARDS. 13. BUILDINGS WILL HAVE SPRINKLERS AS REQUIRED BY SAN JOAQUIN COUNTY. 14. 100% LEACH FIELD REPLACEMENT AREA RESERVED PER EHD STANDARDS. AREA TO BE RESTRICTED FROM DRIVING OR PARKING WHEN USED AS A LEACH FIELD. 15. THE PROPOSED SITE PLAN CAN CONTAIN ALL THE GENERATED STORMWATER FROM THE DEVELOPED SITE. IF NECESSARY, THE SITE SHALL ONLY DISCHARGE OFF-SITE FLOWS BELOW THE PRE -CONSTRUCTION PEAK FLOWS. 16. THE TYPES OF TRUCKS MAKING DELIVERIES ARE AS FOLLOWS: - OIL TANKERS - SINGLE UNIT TRUCKS 17. ONLY OIL TANKERS TRUCK TURN MOVEMENTS WERE SHOWN AS IT HAS THE WIDEST TURNS AND A SINGLE UNIT TRUCK CAN MAKE ALL THE TRUCK TURN MOVEMENTS. 18. BASED ON SAN JOAQUIN COUNTY STANDARDS, THE REQUIRED STORMWATER RETENTION VOLUME WITH A FACTOR OF SAFETY OF TWO IS 56,305 CUBIC FEET. THE SITE HAS THE CAPACITY TO RETAIN A VOLUME OF 60,170 CUBIC FEET WITHOUT ALLOWANCE FOR PERCOLATION. 19. THE MAX GRADING SLOPE SHALL BE A 2:1 MAXIMUM, UNLESS OTHERWISE NOTED BY A GEOTECHNICAL REPORT. It � �r:�vi� 00 00 Oo 50.725ft _ 8.202ft LIBERTY ROAD Overall Body Height Min Body Ground Clearance 11.141ft 1.049ft Max Track Width Lock -to -lock time 8.202ft CLEAR SIGHT DISTANCE 4.00s Q — 99NO RAMP SEE NOTE 18. A.P.N. 005-100-02 A.P.N. 005-100-47 Oil Tanker Overall Length Overall Width 50.725ft _ 8.202ft LIBERTY ROAD Overall Body Height Min Body Ground Clearance 11.141ft 1.049ft Max Track Width Lock -to -lock time 8.202ft CLEAR SIGHT DISTANCE 4.00s Q Curb to Curb Turning Radius 21.325ft ++++ + O ti +++++++++++ 1q � +++++++ + +++ + + + + + + ) O S + + + + + + + + + + + ++++ + + + + + + + + + + + + + 9c< �O 9O VIc,INITY MAP TRUCK TURN DETAIL FROM HWY 99 OFF RAMP 1"=30' Know what's below. Call before you dig. N 0 a 3