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PA-2100229 N 4/24/2024 0 15 30 60 HIGH POINT 389' SIGHT DISTANCE OF OVERPASS SCALE: 1"=30' _ LIBERTY RD LEGEND 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 + + + + + + + + + + + + + + + + + + + + v + + + + + + + + + + + + + + + ++++++ I + + + + + + + + + + + + + + + + + + + + + + + + + + + + N + + + + + + + + + + + ® PROPOSED ASPHALT PAVEMENT - + + + + + + + + ....... + + + + + + + + + + + + + + + O8 0 11' TE + + + + + + + + + + + + + + + + + + + + + + + + + + + +++'+++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 10 g + + + + + + + + �.o. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + PROPOSED CONCRETE + � + + + + + + + + + + + + + + + + + + + + + + + + + + + +++-+ + + + + + � � + + + + + + + + + + + + + + + + + + + + + , / . HIGH SPEED DIESEL Ln + + + ++ + + ++ + + + + + + + + + ++ +++++++++ + + ++++ ++++++++++++++++++++ + ++ +++++-+ _ – +++ ++ +++ +++++ + +++++ + + + + + CANOPY 57'x35' + + + + + + + + + + + + + + + ++++++++++ + + + + + + + + + 5 f + + + + + + + + + + + + + + PROPOSED LANDSCAPING + + + + + + + + + + + + + + + + + + + + + a a a a ° 2—MPD + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + — — + + + ++ + + + + + + _ 1170 + + + + + + + + + + + + + + + + + + + + + + + + + + + S.F. + + + + + + + + + + + + + + + + + + ® 8° 4 p 20 9 �4 ++ ++ +++ ++ +++ ' + + ++ + BLDG2 �, ++++ ++++++ + + + + + +++++++ + + + + + + + �° 32, ® ++ + + + + + + + + ++++++ + + + + + + + + + + + + + + + + + + + + ° ° . PROPERTY LINE + + + + + + + + + + + + + + + + + + + + + • a "a a a 25 + ++ r'� O ++++++++++++++ + + + + + + + + + + + + + + 00 + + + + + + + + + + moi 7j a. . + + + + + + + + + )+ + �++' a , ++ + + AE + T + o —� ' + + + + + + + + + + + ++ + 1 + o ao. o° �. + + + + + + + + + + + + + + + + + 2 _ _ + + + + +NOTES + + + + + + + + + + + + s. ++ + + + + + + + + +, + + + o ��,° m° � � + + + + + + A.P.N. 005-100-48 + + + - + r+ 1 1. A.P.N.: 005-100-01 +++++ + + ++++t++ + + + ' �✓ + + ++ ++++++++ 2. WATER: PROPOSED PRIVATE WELL + + + + + + TE + + + + + + 3. SEWER: PROPOSED PRIVATE SEPTIC + + + + + + 1n O °°zG + + + + + + + + + + + + + "' UNDERGROUND + + + + + + + + 4. STORM DRAINAGE: NATURAL DRAINAGE (ON SITE RETENTION) + + + + + + 18 O + + + ,+++++++ 5. SITE ADDRESS: 3271 E. LIBERTY RD, ACAMPO, CA 95220 ++++++ + +++++ FUEL TANKS C as s, O O ++ + �O 6. FLOOD ZONE: ZONE AE, MAP#06077C0157G, OCTOBER 20, 2016. +++ + ++++++++++++ Q + + + + + + + + + + + + + + + + + 7. ALL IMPROVEMENTS ARE PROPOSED UNLESS NOTED. + ++++ +++++++ + 10 9 15 0 12 9 O O ++ ++ �+++ + 8. BUILDINGS 1, 2 AND 3 WILL REQUIRE VARIOUS TENANT + + + + +++++ + + + + + IMPROVEMENTS. PROPOSED USES SHOWN IN THE LEGEND ARE �� `��NA +++ +++ O `��- +++ ++ +++++ p30j� + + + POTENTIAL USES. EVERY BUILDING MAY NOT HAVE ALL THREE + + + + + 6 + + + + + + USES. `• + + + + ++++++++a os O + + + + + + + + + + + - + + + �O + + + + + + + 9. ALL GATES WILL HAVE A KNOX BOX ATTACHED. + + + + + + + + + + + + + + + + - + + + a + + + + + + + 10. ALL BUILDINGS WILL BE IN COMPLIANCE WITH ALL ADA 'L + + + + + "o + + + + + + + REQUIREMENTS. 0t9 + + + + + + ,n + + + + ++++ ++_++ ++ N6,200 S.F. + +++++ + + + 11. THERE WILL BE DESIGNATED ADA COMPLIANT PATHS OF TRAVEL + + - + a BLDG 1 + + + + + + + + + + + + + + + FROM THE PARKING LOT TO THE BUILDINGS. + + + + + + + + + + + + + + + + + + + + 12. THERE WILL BE ON SITE LIGHTING CONFORMING TO SAN JOAQUIN + + + + 120' �` + + + + + + + COUNTY STANDARDS. + + + + + + + + + + + + + + + + + + 13. BUILDINGS WILL HAVE SPRINKLERS AS REQUIRED BY SAN + + + + + + + + + + + + + + + + + + + + JOAQUIN COUNTY. ++++++ + + ++++ ++ +++ + 14. 100% LEACH FIELD REPLACEMENT AREA RESERVED PER EHD + + + + + + + A.P.N. 005-100-47 + + + + + + + + + STANDARDS. AREA TO BE RESTRICTED FROM DRIVING OR + + + + + + + + + + + + + + + + + + + PARKING WHEN USED AS A LEACH FIELD. + + + T + + + + + + + + + + + + + + 15. THE PROPOSED SITE PLAN CAN CONTAIN ALL THE GENERATED ++++ + • _ + ++ + +++ + + , STORMWATER FROM THE DEVELOPED SITE. IF NECESSARY, THE ++++ + - N + ++ ++ ++++++ + Zp0 + + + + + + + SITE SHALL ONLY DISCHARGE OFF-SITE FLOWS BELOW THE + + + - — + + + + + PRE-CONSTRUCTION PEAK FLOWS. + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W 16. THE TYPES OF TRUCKS MAKING DELIVERIES ARE AS FOLLOWS: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + U, - OIL TANKERS +++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SEE NOTE 18. Q + + + + + + + + + + + + + + + + + + + + + + - SINGLE UNIT TRUCKS + + + + + + + + + + + + + + F— + + + + + + + + + + + + + + + + + + + z 17. ONLY OIL TANKERS TRUCK TURN MOVEMENTS WERE SHOWN AS + + + + + + + + + + + + + + + +++++++++++LAN[)SbA�++++ ++++++ + IT HAS THE WIDEST TURNS AND A SINGLE UNIT TRUCK CAN + + + + + + + + + + + tY MAKE ALL THE TRUCK TURN MOVEMENTS. R=150' LL �Q 18. BSED ON SAN SSTORMWATER RETENTION UIN VOLUME WITH A UNTY STANDARDFACTOR OFS, THE QSAFETY UIRED kh.— L-234' ��P z 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. 99 �N RAMP A.P.N. 005-100-02 Know what's below. call before you dig. 000 Max 90`Horiz � C DILLON & MURPHY z� gg Oil Tanker ENGINEERING Overall Length 50.725ft = - Overall Width 8.202ft LIBERTY ROAD Overall Body Height 11.141ft Q 847 N. CLUFF AVENUE Min Body Ground Clearance 1.049ft Max Track Width 8.202ft CLEAR SIGHT DISTANCE SUITE A-2, LODI, CA 95240 Curb to CurbtTurning Radius 210.325ft D I L LO N & M U R P H Y (209) 334-6613 +++++++ 0 + + + + + + + + + ++++++++++++++ + + + +++++++ + rn _Q �o LIBERTY ROAD COMMERCIAL DEVELOPMENT + + + + + + + + + + + + + + + + + + + s + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++'++++++++ + + c + + + +++ + + + + + + + + + +++++ Z + + + + + + + + + + + + + + + + + + + +++++ SITE PLAN + + �O + + + + ++ + + + + + + + + + + + + + O"NNa3 VIUNITY MAP ACAMPO, CALIFORNIA + +++ �+ +++ ° ++++++++ + ++++++ N.T.S. FEBRUARY, 2023 + + + + + + + + + + + ++ +y +++ ++++++ +++++ REV. NO. DESCRIPTION DATE SCALE: 1" = 30' SHEET TRUCK TURN DETAIL DRAWN BY: CP 1 DESIGNED BY: BENCHMARK INFORMATION OF 1 SHEET o FROM HWY 99 OFF RAMP N/A 0 1" = 30' CHECKED BY: JM JOB NO. o N 20107 AS BUILT BY: