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SIMPLIFIED PLOTTABLE EASEMENT NOTES UTILITY CONTACTS LEGEND REFERENCE: FIRST AMERICAN TITLE COMPANY NATIONAL COMMERCIAL SERVICES PRELIMINARY NATURAL GAS TC TOP OF CONCRETECURB TITLE REPORT WITH A COMMITMENT NO. OF NCS-906795-SAl DATED MAY 04, 2018 OUT OF PACIFIC GAS AND ELECTRIC ALL NEW DEVELOPMENTS FS FINISHED CONCRETE SURFACE THEIR IRVINE, CA OFFICE. TITLE OFFICER IS JEFFERY PASCHAL AT 949-885-2481 lNmNmOUT LIJIURGER RESTAURANT 226 E. YOSEMITE AVENUE (877) 743-7782 AC ASPHALTIC CEMENT PAVEMENT (jpaschalOfirstarn.corn). MANTECA, CA 95336 FL FLOW LINE ITEM NO. 8 GRADING, DRAINAGE, STORM DRAIN AND UTILITY PLAN DOMESTIC WATER FG FINISHED GRADE OF DIRT ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM INTERSTATE ROUTE NO. 5 CITY OF LATHROP KEN REED HAVE BEEN RELINQUISHED TO THE STATE OF CALIFORNIA IN THE DOCUMENT RECORDED PUBLIC WORKS DEPARTMENT SENIOR CONSTRUCTION MANAGER FF FINISHED FLOOR OF BUILDING NOVEMBER 21, 1955 AS BOOK 1811, PAGE 28 OF OFFICIAL RECORDS OF SAN JOAQUIN LATHROP MARKETPLACE SHOPPING CENTER PAD "J" 390 TOWNE CENTER DRIVE (209) 941-7363 BS BACK OF SIDEWALK COUNTY. REFERENCE - CITY MSPR-07-132 LATHROP, CA 95330 kreed@cidathrop.ca.us EG EDGE OF GUTTER THIS ITEM NUMBER IS SHOWN ON PARCEL MAP 09-OlPM FILED JUNE 23, 2010 IN BOOK SANITARY SEWER INV. INVERT 25, PAGE 81 OF PARCEL MAPS, RECORDS OF SAN JOAQUIN COUNTY, CALIFORNIA. CITY OF LATHROP KEN REED 16514 GOLDEN VALLEY PARKWAY, LATHROP, CA 95330 PUBLIC WORKS DEPARTMENT SENIOR CONSTRUCTION MANAGER GB GRADE BREAK THIS ITEM IS LOCATED AT LEAST APPROXIMATELY 130 FEET EAST OF THE SURVEYED 390 TOWNE CENTER DRIVE (209) 941-7363 HP HIGH POINT PROPERTY. LATHROP, CA 95330 kreed@cidathrop.ca.us TB TOP OFBERM ITEM NO. 10 LEGAL DESCRIPTION ENGINEER'S ESTIMATED EARTHWORK OUANTITIES STORM DRAIN EP EDGE OF A.C. PAVEMENT ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM INTERSTATE ROUTE NO. 5 CITY OF LATHROP KEN REED HAVE BEEN RELINQUISHED TO THE STATE OF CALIFORNIA IN THE DOCUMENT RECORDED 1. RAW CUT (INCLUDES 300 C.Y. FOOTING EXCAVATION STORM 1,800 cu. YDS. PUBLIC WORKS DEPARTMENT SENIOR CONSTRUCTION MANAGER PROPERTY LINE JANUARY 22, 1968 AS BOOK 3181, PAGE 287 OF OFFICIAL RECORDS OF SAN JOAQUIN PARCEL NO. 1 COUNTY. A PORTION OF PARCELS 6, 7, AND 8 OF PARCEL MAP NO. 09-OlPM IN THE CITY OF DRAIN AND UTILITY SPOILS). 390 TOWNE CENTER DRIVE (209) 941-7363 CENTER LINE LATHROP, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA, AS PER MAP FILED JUNE 23, LATHROP, CA 95330 kreed@cidathrop.ca.us TW TOP OF WALL THIS ITEM NUMBER IS SHOWN ON PARCEL MAP 09-OlPM FILED JUNE 23, 2010 IN BOOK 2010 IN BOOK 25, PAGE 81 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER 2. OVEREXCAVATE THE RECOMPACTED SOIL UNDER THE NEW BUILDING, 1,800 CU. YDS. 25, PAGE 81 OF PARCEL MAPS, RECORDS OF SAN JOAQUIN COUNTY, CALIFORNIA. OF SAID COUNTY DESCRIBED AS FOLLOWS: OUTDOOR COVERED PATIO, AND COVERED TRASH ENCLOSURE AREA ELECTRICAL TRW TOP OF RETAINING WALL IDENTIFIED AS THE BOTTOM OF EXCAVATED PLANE (BEP) UP TO PACIFIC GAS AND ELECTRIC ALL NEW DEVELOPMENTS TF TOP OF FOOTING THIS ITEM IS LOCATED AT LEAST APPROXIMATELY 130 FEET EAST OF THE SURVEYED BEGINNING AT THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 8 AND A THE PAD ELEVATION. (11,000 S.F.) 226 E. YOSEMITE AVENUE (877) 743-7782 PROPERTY. POINT ON THE SOUTH RIGHT OF WAY LINE OF RIVER ISLANDS PARKWAY AS SHOWN ON MANTECA, CA 95336 TOG TOP OF DRAIN BOX GRATE SAID PARCEL MAP; 3. OVEREXCAVATE THE TOP 1 FOOT OF LOOSE SOIL UNDER THE 1,500 CU. YDS. ITEM NO. 12 THENCE SOUTH 00*28'59" WEST ALONG THE WESTERLY LINE OF SAID PARCEL 8, AND SAID PROPOSED PAVEMENT AND EXTERIOR HARDSCAPE WITHIN THE TELEPHONE EDGE OF A.C. PAVEMENT A 20.00 FOOT WIDE EASEMENT IN FAVOR OF THE CITY OF LATHROP, A MUNICIPAL RIGHT OF WAY LINE OF RIVER ISLANDS PARKWAY, 9.00 FEET TO AN ANGLE POINT DEVELOPED SITE. (39,000 S.F.) AT&T CALIFORNIA SHARON DINNELL CONCENTRATED FLOW LINE CORPORATION, FOR STORM DRAIN AND INCIDENTAL PURPOSES, RECORDED JULY 23, THEREON; 1116 "M" STREET (209) 549-5847 2007 AS INSTRUMENT NO. 2007-133515 OF OFFICIAL RECORDS OF SAN JOAQUIN THENCE LEAVING SAID PARCEL 8 LINE AND SAID RIGHT OF WAY LINE SOUTH 00,23'28" 4. TOTAL CUT. 1 5,100 CU. YDS. j MODESTO, CA 95354 sd 1 568@att.com SHEET FLOW DRAINAGE COUNTY. WEST 98.77 FEET; T/HDWL. TOP OF HEADWALL THENCE SOUTH 34*57'26" EAST 47.41 FEET TO A POINT ON THE WESTERLY PROLONGATION 5. RAW FILL. 0 CU. YDS. CABLE TELEVISION THIS ITEM NUMBER IS SHOWN ON PARCEL MAP 09-OlPM FILED JUNE 23, 2010 IN BOOK OF THE SOUTHERLY LINE OF PARCEL 6; COMCAST MARK HUGHES (02.20) EXISTING ELEVATION 25, PAGE 81 OF PARCEL MAPS, RECORDS OF SAN JOAQUIN COUNTY, CALIFORNIA. THENCE SOUTH 89*36'32" EAST ALONG THE WESTERLY PROLONGATION OF THE SOUTHERLY 6. SHRINKAGE OF RAW FILL USING AN ASSUMED 10% 0 CU. YDS. 3055 COMCAST PLACE REGIONAL DESIGN MANAGER - -(02)- - EXISTING CONTOUR ELEVATION THIS ITEM IS LOCATED AT LEAST APPROXIMATELY 160 FEET WEST OF THE SURVEYED LINE OF SAID PARCEL 6, AND THE SOUTH LINE OF SAID PARCELS 6 AND 7, A DISTANCE SHRINKAGE LOSS. LIVERMORE, CA 94551 (925) 424-0344 PROPERTY. OF 220.89 FEET; 7. RECOMPACT EXISTING ONSITE SOILS FOR THE AREAS DETAILED 2,000 CU. YDS. mark-hughes@cable.comcast.com 02.20 PROPOSED ELEVATION THENCE LEAVING THE SOUTH LINE OF SAID PARCEL 7 NORTH 00*23'28" EAST 18.00 FEET; IN ITEM NO. 2 ABOVE USING AN ASSUMED 10% SHRINKAGE LOSS. —02— PROPOSED CONTOUR ELEVATION ITEM NO. 13 THENCE SOUTH 89*36'32" EAST 9.69 FEET; R— RIDGE LINE THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "IRREVOCABLE THENCE NORTH 75*29'16" EAST 73.83 FEET TO A POINT ON THE EASTERLY LINE OF SAID 8. RECOMPACT EXISTING ONSITE SOILS FOR AREAS DETAILED IN 1,600 CU. YDS. OFFER AND AGREEMENT TO DEDICATE RIGHT-OF-WAY RIVER ISLANDS PARKWAY" DATED PARCEL 7; ITEM NO. 3 ABOVE USING AN ASSUMED 10% SHRINKAGE LOSS. ID INSIDE DIAMETER JULY 23, 2007 BY AND BETWEEN THE CITY OF LATHROP, A MUNICIPAL CORPORATION THENCE NORTH 14*35'35" WEST ALONG THE EASTERLY LINE OF SAID PARCEL 7 A OD OUTSIDE DIAMETER ("CITY"), AND WATT MCKEE, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY ("OWNER"), DISTANCE OF 96.75 FEET TO THE MOST EASTERLY NORTHEAST CORNER OF SAID PARCEL 7; 9. TOTAL COMPACTED FILL. 1 3,600 CU. YDS. j GENERAL SITE NOTES RECORDED JULY 23, 2007 AS INSTRUMENT NO. 2007-133516 OF OFFICIAL RECORDS OF THENCE NORTH 50*15'12" WEST ALONG THE NORTHEASTERLY LINE OF SAID PARCEL 7 A —G— GAS MAIN SAN JOAQUIN COUNTY. DISTANCE OF 51.33 FEET TO THE MOST NORTHERLY NORTHEAST CORNER OF SAID PARCEL 10. ESTIMATED AMOUNT OF SOIL TO EXPORT FROM THE SITE. 1,500 CU. YDS.� 1. THE AREA OF THIS SUBJECT PROPERTY IS 47,915 SQUARE FEET OR 1.100 ACRES. 7 AND A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF SAID RIVER ISLANDS W— WATER MAIN AMONG OTHER THINGS, THIS ITEM STATES THAT (1) OWNER AGREES TO CONVEY TO THE PARKWAY; 2. ASSESSOR PARCEL NUMBER: PORTION OF 191-190-64. —S— SANITARY SEWER CITY FEE TITLE INTEREST TO THE LAND FREE AND CLEAR OF ALL TAXES, LIENS, THENCE NORTH 89*30'51" WEST ALONG THE NORTHERLY LINE OF SAID PARCELS 6 AND 7 THE EXISTING ONSITE FILL CONSISTING OF CLAYEY SAND, CLAYEY SAND WITH GRAVEL ENCUMBRANCES, AND EASEMENTS WITHIN 60 DAYS AFTER WRITTEN NOTICE FOR THE AND THE SOUTHERLY RIGHT OF WAY LINE OF SAID RIVER ISLANDS PARKWAY 225.23 FEET AND CLAYEY SILTY SAND; AND THE NATIVE ONSITE SILTY SAND, SILTY SAND WITH CLAY 3. EXISTING CITY ZONE: CH-MV (HIGHWAY COMMERCIAL-MOSSIDALE VILLAGE LANDING —E UNDERGROUND ELECTRICAL CONDUIT SAME IS MADE BY THE CITY AND RECEIVED BY THE OWNER; (2) SAID LAND IS TO BE TO AN ANGLE POINT ON SAID PARCEL 6; OR CLAYEY SAND SOILS FREE FROM ORGANICS ARE SUITABLE FOR RE-USE AS EAST). T UNDERGROUND TELEPHONE CONDUIT USED AS A PUBLIC ROADWAY FOR RIVER ISLANDS PARKWAY; AND (3) CONSTRUCTION THENCE SOUTH 44*23'53" WEST ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 6 AND ENGINEERED FILL, EXCEPT THE TOP 18" OF SOIL UNDER THE PROPOSED BUILDING, OF RIVER ISLANDS PARKWAY MAY BE COMPLETED BY OWNER, CITY (AS A CITY THE SOUTHERLY RIGHT OF WAY LINE OF RIVER ISLANDS PARKWAY 23.60 FEET; TRASH ENCLOSURE, CANOPY STRUCTURE, CONCRETE PAVEMENT AND CONCRETE 4. GENERAL PLAN LAND USE DESIGNATION: FC (FREEWAY COMMERCIAL). —SD— STORM DRAIN PROJECT), OR OTHER INTERESTED PARTIES. THENCE NORTH 89*31'01" WEST ALONG THE NORTHERLY LINE OF SAID PARCELS 6 AND 8 SIDEWALK SHALL BE LIME TREATED. 5. EXISTING LAND USE: VACANT LAND WITHIN A PARTIALLY DEVELOPED SHOPPING CENTER. —CTV— UNDERGROUND CABLE TELEVISION AND THE SOUTHERLY RIGHT OF WAY LINE OF RIVER ISLANDS PARKWAY 23.00 FEET TO THE CONDUIT THIS ITEM IS LOCATED ADJOINING TO AND NORTH OF THE SURVEYED PROPERTY. POINT OF BEGINNING OF THIS DESCRIPTION. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN PROPOSED LAND USE: NEW IN-N-OUT BURGER SIT DOWN RESTAURANT WITH A SINGLE —TSC— TRAFFIC SIGNAL CONDUIT PARCEL NO. 2 EARTHWORK QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE DRIVE-THRU LANE PERMITTED IN CITY ZONE WITH AN —SLC— STREET LIGHT CONDUIT ITEM NO. 14 RECIPROCAL NON-EXCLUSIVE EASEMENT FOR VEHICULAR AND PEDESTRIAN ACCESS, THE ENGINEER'S ESTIMATE ONLY. ADMINISTRATIVE REVIEW REQUIRED. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "IRREVOCABLE INGRESS AND EGRESS, PARKING, DRAINAGE AND UTILITIES, AS SAID EASEMENTS ARE SET wV WATER VALVE OFFER AND AGREEMENT TO DEDICATE RIGHT-OF-WAY GOLDEN VALLEY FORTH IN THAT CERTAIN AGREEMENT ENTITLED - -------- RECORDED NOTE: 6. CITY PLANNER TO BE ASSIGNED WHEN PROJECT IS SUBMITTED TO THE CITY AT: PARKWAY/SOMERVILLE STREET" DATED JULY 23, 2007 BY AND BETWEEN THE CITY OF ------- 2018 AS INSTRUMENT NO. -------- OF OFFICIAL RECORDS ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE KRAZAN AND CITY OF LATHROP wM WATER METER LATHROP, A MUNICIPAL CORPORATION "(CITY"), AND WATT MCKEE, LLC, A CALIFORNIA OF SAN JOAQUIN COUNTY. ASSOCIATES, INC. JUNE 27, 2018 GEOTECHNICAL ENGINEERING INVESTIGATION REPORT REBECCA SCHMIDT, DIRECTOR OF COMMUNITY DEVELOPMENT FH FIRE HYDRANT LIMITED LIABILITY COMPANY ("OWNER"), RECORDED JULY 23, 2007 AS INSTRUMENT NO. PREPARED UNDER THE DIRECTION OF DAVID R. JAROSZ, 11 (RCE 60185 AND RGE 2698) AS 390 TOWNE CENTER AVENUE 2007-133517 OF OFFICIAL RECORDS OF SAN JOAQUIN COUNTY. THE AREA OF THE ABOVE DESCRIBED PARCEL NO. 1 LEGAL DESCRIPTION CONSISTS OF THEIR PROJECT NUMBER 072-18036. LATHROP, CA 95330 GM GAS METER APPROXIMATELY 47,915 SQUARE FEET OR 1.100 ACRES. (209) 941-7290 SMH SANITARY SEWER MANHOLE AMONG OTHER THINGS, THIS ITEM STATES THAT (1) OWNER AGREES TO CONVEY TO THE CITY FEE TITLE INTEREST TO THE LAND FREE AND CLEAR OF ALL TAXES, LIENS, PORTION OF COUNTY ASSESSOR PARCEL NUMBER 191-190-64 BASIS OF BEARINGS PP POWER POLE ENCUMBRANCES, AND EASEMENTS WITHIN 60 DAYS AFTER WRITTEN NOTICE FOR THE SL STREET LIGHT SAME IS MADE BY THE CITY AND RECEIVED BY THE OWNER; (2) SAID LAND IS TO BE THE BEARING OF NOO*36'04"E OF THE CENTERLINE OF GOLDEN VALLEY PARKWAY AS USED AS A PUBLIC ROADWAY FOR GOLDEN VALLEY PARKWAY/SOMERVILLE STREET; AND SHOWN ON PARCEL MAP 09-OlPM FILED JUNE 23, 2010 IN BOOK 25, PAGE 81 OF SCO SEWER CLEANOUT (3) CONSTRUCTION OF GOLDEN VALLEY PARKWAY/SOMERVILLE STREET MAY BE PARCEL MAPS CONSISTING OF 3 SHEETS WAS USED AS THE BASIS OF BEARINGS FOR THIS SDCO STORM DRAIN CLEANOUT COMPLETED BY OWNER, CITY (AS A CITY PROJECT), OR OTHER INTERESTED PARTIES. MAP. IP IRON PIPE THIS ITEM IS LOCATED AT LEAST 410 FEET WEST OF THE SURVEYED PROPERTY. SUBGRAIDE VERIFICATION NOTE FIRE-FLOW TEST RESULTS LP LIGHT POLE LIMITED TESTING BY KRAZAN AND ASSOCIATES, INC. (KRAZAN) WAS PERFORMED ON THE FIRE-FLOW TEST PREPARED BY LATHROP-MANTECA FIRE PROTECTION DISTRICT, 800 EAST RECIPROCAL NON-EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS, PARKING, SURFACE FILL SOILS WHICH INDICATES THAT SOME COMPACTION EFFORT WAS APPLIED TO THE FILL CITY BENCH MARK J" STREET, LATHROP, CA. 95330, (209) 858-2331, FAX (209) 858-1180, www.Imfire.org. SDMH STORM DRAIN MANHOLE DRAINAGE, UTILITIES AND STORM DRAIN PURPOSES CONTAINED IN THE DOCUMENT MATERIALS AT THE TIME OF PLACEMENT. IN-N-OUT BURGER TO PROVIDE KRAZAN CITY OF LATHROP POINT ID: 1032, POINT NAME: CITY HALL RCP REINFORCED CONCRETE PIPE ENTITLED "OPERATION AND EASEMENT AGREEMENT BETWEEN TARGET CORPORATION AND COMPACTION REPORTS FROM THE SELLER FOR REVIEW. ALL FILL SOILS THAT HAVE NOT EXIT LOUISE AVENUE FROM 1-5. GO WEST 0.05 MILES TO MANTHEY ROAD. TAKE MANTHEY JOSHUA ELLIOTT WATT MCKEE LLC FOR LATHROP MARKETPLACE SHOPPING CENTER SEPTEMBER 14, 2007" FIRE INSPECTOR CLF CHAIN LINK FENCE BEEN PROPERLY PREPARED AND CERTIFIED SHALL BE EXCAVATED AND STOCKPILED SO THAT ROAD SOUTH 0.8 MILES TO BROOKHURST BOULEVARD. GO WEST ON BROOKHURST jelliott(Wmfire.ord DATED SEPTEMBER 14, 2007 BETWEEN TARGET CORPORATION, A MINNESOTA NATIVE SOILS CAN BE PROPERLY PREPARED. FILL SOILS RANGE IN DEPTH BETWEEN 3' AND BOULEVARD 0.2 MILES TO McKEE BOULEVARD. GO NORTH ON McKEE BOULEVARD 0.3 ICV IRRIGATION CONTROL VALVE CORPORATION ("TARGET"), AND WATT MCKEE LLC, A CALIFORNIA LIMITED LIABILITY 5' THICK. MILES TO LATHROP CITY HALL ON THE SOUTH SIDE OF McKEE BOULEVARD. MONUMENT IS TEST DATE AND TIME: 09-14-2018 AT 1245 HOURS. ICB IRRIGATION CONTROL BOX COMPANY ("DEVELOPER"), RECORDED SEPTEMBER 14, 2007 AS INSTRUMENT NO. LOCATED AT THE NORTHWEST CORNER OF CONCRETE BASE OF THE FLAG POLE AT THE FLOW HYDRANT #: C-UNMARKED. 2007-162960 OF OFFICIAL RECORDS OF SAN JOAQUIN COUNTY. SOUTHWEST SIDE OF THE CITY HALL BUILDING, 23 FEET FROM FACE OF CURB. MONUMENT TEST HYDRANT #: C-UNMARKED. GP GUARD POST THE EFFECT OF A PORTION OF THE OWNER'S CERTIFICATE ON PARCEL MAP 09-01PM IS A 2" DISC IN CONCRETE WITH A TRIANGLE PUNCH SET 9/1/2005. HYDRANT ELEVATIONS: 2.5' ABOVE GRADE. WIF WROUGHT IRON FENCE RECORDED JUNE 23, 2010 AND ON FILE IN BOOK 25, PAGE 81 OF PARCEL MAPS OF GROUNDWATER NOTE SAN JOAQUIN COUNTY WHICH READS: "THIS PARCEL MAP DOES HEREBY RESERVE AND ELEV. = 10.76 FEET STATIC PRESSURE: 50psi. ROH BUILDING ROOF OVERHANG DOES NOT HEREBY DEDICATE FOR USE BY THE GENERAL PUBLIC, A COMMON EASEMENT ACCORDING TO THE KRAZEN AND ASSOCIATES, INC. JUNE 27, 2018 PREPARED GEOTECHNICAL NAVID 88 RESIDUAL PRESSURE: 48psi. TSP TRAFFIC SIGNAL POLE FOR PRIVATE INGRESS AND EGRESS, PRIVATE OR PUBLIC UTILITIES, MAINTENANCE AND INVESTIGATION REPORT, THE DEPTH TO FREE GROUNDWATER IS APPROXIMATELY 8.5' TO 10, PITOT PRESURE: 32psi. DRAINAGE OVER, ACROSS AND FOR THE BENEFIT OF PARCELS 1 THRU 8 OF PARCEL WHICH IS EQUAL TO THE APPROXIMATE ELEVATION OF BETWEEN 3 AND 4.5. OUTLET SIZE: 2.5". PB PULL BOX MAP 09-01 PM. SAID EASEMENTS TO BE DEFINED IN THE COVENANTS, CONDITIONS, AND CO-EFFICIENT: 0.9. EPB ELECTRICAL PULL BOX RESTRICTIONS OR SIMILAR TYPE DOCUMENT RECORDED BY SEPARATE INSTRUMENT IN ADDITION TO THE GROUNDWATER LEVEL IF EARTHWORK IS PERFORMED DURING OR SOON FLOW: 949 GPM, 4097 GPM AT 20psi. SUBSEQUENT TO THE FILING OF THIS PARCEL MAP" AFTER PERIODS OF PRECIPITATION, THE SUBGRADE SOILS MAY BECOME SATURATED, --PUMP", FLOOD ZONE INFORMATION PM ELECTRIC PAD MOUNT TRANSFORMER OR NOT RESPOND TO DENSIFICATION TECHNIQUES. TYPICAL REMEDIAL MEASURES INCLUDE: THE SUBJECT PROPERTY IS LOCATED IN "ZONE X - AREAS OF 0.2% ANNUAL CHANCE TPB TELEPHONE PULL BOX AN EASEMENT FOR PUBLIC UTILITY, STORM DRAIN AND INCIDENTAL PURPOSES, SHOWN DISCING AND AERATING THE SOIL DURING DRY WEATHER; MIXING THE SOIL WITH A DRYER FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 OR DEDICATED ON THE MAP OF PARCEL MAP 09-OlPM RECORDED JUNE 23, 2010 AND MATERIALS; REMOVING AND REPLACING THE SOIL WITH AN APPROVED FILL MATERIAL; OR FOOT OR WITH DRAINAGE AREAS OF LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED TMH TELEPHONE MANHOLE ON FILE IN BOOK 25, PAGE 81, OF PARCEL MAPS OF SAN JOAQUIN COUNTY. MIXING THE SOIL WITH AN APPROVED LIME OR CEMENT PRODUCT. KRAZAN AND ASSOCIATES, BY LEVEES FROM 1% CHANCE ANNUAL FLOOD" PER THE FEMA FLOOD INSURANCE RATE INC. SHALL BE CONSULTED PRIOR TO IMPLEMENTING REMEDIAL MEASURES TO OBSERVE THE MAP NUMBER 06077CO62OF PANEL 620 OF 950 DATED OCTOBER 16, 2009 FOR SAN TSPB TRAFFIC SIGNAL PULL BOX THIS PLOTTABLE ITEM IS LOCATED AT LEAST APPROXIMATELY 40 FEET WEST OF THE UNSTABLE SUBGRADE CONDITIONS AND PROVIDE APPROPRIATE RECOMMENDATIONS. ALL JOAQUIN COUNTY, CALIFORNIA AND INCORPORATED AREAS. TS PED. TRAFFIC SIGNAL PEDESTAL SURVEYED PROPERTY. PROPOSED UNDERGROUND SITE PIPING AND STRUCTURES SHALL HAVE WATER TIGHT SEALS AND JOINTS TO PREVENT WATER INTRUSION INTO THE PROPOSED UNDERGROUND FLOOD ZONE DESIGNATION PROVIDED BY FEDERAL EMERGENCY MANAGEMENT AGENCY. RECORD OWNERS PA LANDSCAPED PLANTER AREA IMPROVEMENTS. BFD BACKFLOW PREVENTION DEVICE BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS CONSTRUCTION STAKING NOTE WATT McKEE LLC, A CALIFORNIA LIMIITED LIABILITY COMPANY. TE TRASH ENCLOSURE FOUND 3" BRASS DISK STAMPED "PLS 7960" DOWN 7" IN STANDARD CITY OF LATHROP CB CATCH BASIN SURVEY MONUMENT WELL PER PARCEL MAP 09-01PM, PMB 25-81. ALL PROPOSED UNDERGROUND AND SURFACE IMPROVEMENTS AND STRUCTURES SHALL HAVE RD ROOF DRAIN CONSTRUCTION STAKES SET BY A CALIFORNIA LICENSED LAND SURVEYOR PROVIDING SET SCRIBED IN CONCRETE SIDEWALK. HORIZONTAL AND VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. PRS PARKING REGULATION SIGN SET SCRIBED ON TOP OF CONCRETE CURB. CIVIL DRAWING SHEET INDEX SLS SPEED LIMIT SIGN CITY ENCROACHMENT NOTE DS DIRECTIONAL SIGN FOUND SPIKE AND WASHER (NO STAMPED NUMBER) IN AC PAVEMENT FLUSH IN LIEU OF NO. SHEET TITLE 0 FO FIBEROPTICS CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO COMMENCING 0 1" PIN AND WASHER PER PARCEL MAP 09-02PM, PMB 25-82, 0.10' WEST AND 0.20' r ANY WORK WITHIN THE ADJACENT PUBLIC STREETS OR ANY ONSITE EASEMENT. C11 GRADING, DRAINAGE, STORM DRAIN, AND UTILITY PLAN TITLE SHEET 0 HANAN TR PORTABLE TRASH RECEPTACLE NORTH. M C2 DETAIL SHEET z FSR FIRE SPRINKLER RISER FOUND PK NAIL AT AN AERIAL CONTROL SURVEY TARGET FLUSH IN ASPHALT < PAVEMENT. LIME TREATMENT SOIL NOTE C3 DETAIL SHEET > CID CONTAINMENT PIPE C4 DEMOLITION PLAN M FOUND NOTHING, SET NOTHING. CONTRACTOR SHALL LIME-TREAT THE UPPER 18" OF PROPOSED CLAYEY SUBGRADE SOIL RIVER--< ;U MW MONITORING WELL LOUISE UNDER THE BUILDING AND TRASH ENCLOSURE SLAB, NEW CONCRETE SIDEWALK, AND NEW C5 GRADING AND DRAINAGE PLAN ISLANDS PKWY. I/ E:: P AVE. RW RECLAIMED WATER CONCRETE PAVEMENT HARDSCAPE. THE PRELIMINARY APPLICATION RATE OF LIME SHOULD BE I A 5 PERCENT BY DRY WEIGHT. THE LIME MATERIAL SHOULD BE CALCIUM OXIDE, COMMONLY C6 STORM DRAIN AND UTILITY PLAN RWM RECLAIMED WATER METER .................... PROJECT .................... ................... ........... KNOWN AS QUICK-LIME. THE CLAYEY SOILS SHOULD BE ABOVE OPTIMUM MOISTURE-CONDITION C7 EROSION CONTROL PLAN TITLE SHEET 5 DURING MIXING OPERATIONS, AND SHALL NOT CONTAIN EXCESSIVE ORGANICS, DEBRIS, AND SITE LLL LEASE LIMIT LINE FRAGMENTS LARGER THAN 4 INCHES IN MAXIMUM DIMENSION. REMOVE ALL LIME TREATED C8 EROSION CONTROL PLAN '-�--CRAFTSMAN DR. INOB IN-N-OUT BURGER NATIVE SOIL FROM WITHIN THE NEW LANDSCAPE AREAS AND UNDER THE NEW ASPHALT C9 SITE PLAN --JOHNSON FERRY RD. TS TOP OF SIGN PAVEMENT. C110 SITE PLAN DETAILS HANAN CT CALTRANS Cil TOPOGRAPHY SURVEY MAP LOGANBERRY WAY FM SANITARY SEWER FORCED MAIN C12 EXISTING SITE PLAN --COLONIAL TR. NSA NO STOPPING ANYTIME C13 RECORD BOUNDARY AND EASEMENT MAP PG&E P PACIFIC GAS AND ELECTRIC PRIMARY C14 CITY STANDARD DETAILS VICTORIAN TR. CONDUIT PG&E S PACIFIC GAS AND ELECTRIC SECONDARY CONDUIT UTILITY STATEMENT LC.1 LANDSCAPE CONSTRUCTION PLAN r5s OBBLE CREEK WAY JT JOINT DRY UTILITY TRENCH THE UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN LOCATED FROM LI.1 LANDSCAPE IRRIGATION PLAN SHADOWBERRY PL. NPS NO PARKING SIGN FIELD SURVEY AND AS BUILT INFORMATION FURNISHED TO THE SURVEYOR BY THE UTILITY -U COMPANIES. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES LID.1 LANDSCAPE IRRIGATION DETAIL SHEET 1 N PADR 30' WIDE PERMANENT ACCESS DRIVE EASEMENT SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. LID.2 LANDSCAPE IRRIGATION DETAIL SHEET 2 THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN BA BUILDING AREA ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LP.1 LANDSCAPE PLANTING PLAN VICINITY MAP BAPU RECIPROCAL ACCESS, PARKING, AND LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR LPD.1 LANDSCAPE PLANTING DETAILS UTILITY EASEMENT HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NOT TO SCALE I CAE COMMON AREA EASEMENT REVISIONS GHA PROJECT NO. 180641 CIVIL ENGINEER: FESS/0, DEVELOPER: Underground Service Ale�� MSL ? c IN-N-OUT BURGER GRADING , DRAINAGE, STORM IQ s. LAQ ENGINEERING, INC. ORE IN-N-OUT BURGER Call: Toll Free ILATHROP MARKETPLACE I CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT G DRAIN AND UTILITY PLAN 13502 HAMBURGER LANE C, !2 MEN Uj M SHOPPING CENTER PAD 1131 Arch itecture/Developm ent 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 No. 38382 M E] E] BALDWIN PARK, CA. 91706 CONTACT: KORI SEKI 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 16514 GOLDEN VALLEY PARKWAY TITLE SHEET TWO WORKING DAYS Suite 300 C V L-J LN�,�O (626) 813-8275 BEFORE YOU DIG Dallas Texas 75254 Ph: (972) 239-8884 NJ -9 06f, or C LATHROP, CA 95330 10-25-18 A�- Fax- (972) 239-5054 MARK S. LAMOLTRELTx R.C.E. 38382 DATE C JN 18023-18023 Clgdpto