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THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF <br /> MARK ENGINEERING SERVICES(MES)-ALL DESIGN AND OTHER INFORMATION <br /> THESE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND SHALL NOT <br /> BE USED OTHERWISE WITHOUT EXPRESS WRITTEN PERMISSION <br /> PREPARED BY: <br /> \ MARK ENGINEERING SERVICES <br /> N N STRUCTURAL DESIGN-SPECIAL INSPECTIONS <br /> RESIDENTIAL-COMMERCIAL-INDUSTRIAL <br /> • M ' CALIFORNIA-NORTH CAROLINA-INDIANA-TEXAS <br /> MAGDY FARID.RE,PUP MOB.'.(925)899-5973 <br /> 1583 ELIA GT.,MANTECA,CA 95331 <br /> EMAIL Mnanervci--lN.l-VllE-..-NY-.l iL— <br /> N "111111EERIN1112aoo,1MIL11" <br /> S <br /> No. Date Description <br /> 0 04/15/2026 INITIAL SET <br /> 1 05/06/2026 V-1.0 <br /> < <br /> Q <br /> O <br /> IY PRIVATE DRIVEWAY _ <br /> v PRIVATE DRIVEWAY I ~ — <br /> Iz <br /> _ w _ <br /> L — <br /> w <br /> J <br /> 132 FEET 0 FEET 25 FEET 320 FEET Q ' U THIS IS THE CLIENT RESPONSIBILITY PRIOR TO DURING CONSTRUCTION TO <br /> J I NOTIFY THE DESIGNER IN WRITTEN OF ANY PERCEIVED ERRORS OR <br /> OMISSIONS IN THE PLANS AND SPECIFICATIONS OF KNOWLEDGE ABLE WITH <br /> THE BUILDING CODES AND METHOD OF CONSTRUCTION SHOULD REASONABLE <br /> P L 6 6 0.0 I BE AWARE WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS <br /> _ � OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNER PRIOR TO THE <br /> �� CLIENT OR CLIENT'S CONTRACTORS PROCEEDING WITH THE WORK.THE <br /> / 0'-7 CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE <br /> IL■` ^1 PROCEDURES ARE NOT FOLLOWED <br /> y <br /> L I <br /> 40 EET PRIVATE DRIVEWAY <br /> 40 EET MIN. 20 FEET WIDE U) MIN. 20 FEET w ACCESS EASEMENT WIDE <br /> D ROAD I o .. <br /> MIN. 20 FEET WIDE ACCESS EASEMENT ROAD Q Q <br /> 2000 GAL. PRIVATE WELL `� ACCESS EASEMENT ROAD z I � <br /> 31 FEET SEPTIC TANK PG&E P.P. J <br /> 60 EET I w <br /> FUTURE ATIO CONCRET W <br /> 611 cn POOL RES. DRIVEWAY U (E) BRIDGE (SCOPE OF WORK) <br /> w <br /> PO C <br /> z <br /> J <br /> Q <br /> w GARAGE <br /> J <br /> 43 FEET <br /> x <br /> Z cn <br /> 4 SEEPAGE PITS w <br /> N p <br /> o LO O <br /> PROPOSED <br /> BARN w <br /> BUILDING <br /> J <br /> U <br /> U <br /> • � o <br /> GROUND MOUNTED <br /> PV ARRAY LEWIS ARCEL <br /> z ■ ■ <br /> T-- W <br /> 25 00 Z <br /> A N # N z <br /> J Q <br /> 0 <br /> CD ACSO <br /> co <br /> co <br /> II ENGINEER: <br /> ^—j <br /> I..L <br /> MARK ENGINEERING SERVICES 'MES' <br /> MAGDY FARID, PE, PMP <br /> ADDRESS: 1583 ELIA CT.,MANTECA,CA 95337 <br /> TEL. :(925)899-5973 <br /> 10000 ACSO POND EMAIL markengineeringco2000@gmail.com <br /> QROF ESS/o <br /> GD Y F <br /> Cl) <br /> C 92931 <br /> W ITl <br /> EXP.12/31/2027 <br /> M gdy Farid <br /> LP�9�F I I\-OF C <br /> SHEET CONTENTS: <br /> GENERAL SITE LAYOUT <br /> PREPARED BY: <br /> HS & MF <br /> OWNER:BRIAN E LEWIS <br /> EMAIL :BLEWISINVESTMENT@GMAIL.COM <br /> TEL. : (209)670-7898 <br /> PROJECT DATA: <br /> DATE: <br /> PL=660.0' SCALE: 1/32"= 1'-0" <br /> DRAWN BY: <br /> JOB NO.: 26-21 <br /> SHEET NUMBER: <br /> L-01 <br />