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LIEECIT � -- -
<br /> LEGAL
<br /> FOR APN/PARCEL ID(s): 225-100-04 ®nd 225-100-21 ESCALON
<br /> AVENUE
<br /> AND HIGHWAY 120 ESCALON , CALIFORNIA
<br /> THE LAND REFERRED TO HEREIN BELOW IS SITUATION IN THE CITY OF ESCALON, COUNTY OF SAN JOAQUIN, STATE OF ;� °
<br /> CALIFORNIA AND IS DESCRIBED AS FOLLOWS:
<br /> C�VIL
<br /> COVER SHEET
<br /> LILLIAN ST
<br /> PARCEL ONE:
<br /> A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 2 SOUTH, RANGE 9 EAST, MOUNT DIABLO BASE AND _ _ 0 ER-
<br /> MERIDIAN DESCRIBED AS FOLLOWS: PERSHING HOLDINGS, INC.
<br /> GURPREET RANDHAWA
<br /> BEGINNING AT THE INTERSECTION OF THE FARMINGTON ROAD AND LATERAL "B" CENTRAL LINES; THENCE SOUTH 1°14' EAST 1732 BRANDON STREET C®(/GAR ST
<br /> ALONG CENTER OF FARMINGTON ROAD, 1025 FEET TO THE NORTHEAST CORNER OF THE LAND CONVEYING TO CHARLES STOCKTON, CA 95209
<br /> CADLOLO, BY DEED RECORDED SEPTEMBER 21, 1922 IN BOOK "A" OF DEEDS, VOLUME 532, AT PAGE 350, SAN JOAQUIN EMAIL: Y®$ELITE A��
<br /> CELL: 510-364-8974 �°/
<br /> lop- 9
<br /> COUNTY RECORDS, AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED® THENCE ALONG THE CENTERLINE OF - - -
<br /> FARMINGTON ROAD, NORTH 1°14' WEST 100 FEET; THENCE FROM THE CENTERLINE OF FARMINGTON ROAD, WESTERLY AND
<br /> PARALLEL TO THE NORTH LINE OF THE LAND OF CHARLES CADLOLO, AS CONVEYED TO HIM BY THE ABOVE DEED TOAENGINEER
<br /> POINT ON THE EAST LINE OF THE SANTA FE RAILROAD RIGHT OF WAY; THENCE ALONG THE SANTA FE RAILROAD RIGHT OF �-- r' d gi n°
<br /> SAID DEED; THENCE, TRY THE ° - - - a�fras0y Lamm' BARGHAUSEN CONSULTING ENGINEERS, INC.
<br /> WAY, SOUTH 46'16 EAST TO A POINT AT THE NORTHWEST CORNER OF THE LAND CONVEYED TOC LES CADLOLO, BY _ „z r...,.
<br /> EASEL ALONG E NORTH LINE OF SAID CADLOLO'S BY D DEED, THENCE EASTERLY ALONG THE - �° 16215 72ND AVENUE SOUTH
<br /> NORTH LINE OF SAID CADLOLO'S LAND TO THE POINT OF BEGINNING, a� f a KENT, WA 96032
<br /> EXCEPTING THEREFROM THE LANDS CONVEYED TO THE CITY OF ESCALON, A MUNICIPAL CORPORATION, IN GRANT DEED r--- - f'% I PHONE: (425) 251-6222
<br /> RECORDED JANUARY 30, 1996, AS INSTRUMENT NO. 96009694, AND SHOWN ON CORRECTED GRANT DEED y< ; FAX: (425) 251-6762
<br /> RECORDED MARCH 5, 2001, INSTRUMENT NO. 01030524, DESCRIBED AS PARCEL 14065.1, CONTAINING 297 SQUARE CONTACT: CHRIS M. TEBALDI, P.E.
<br /> METERS, MORE OF LESS AND PARCEL 14065.3 CONTAINING 3276 SQUARE METERS. s '... ARCO
<br /> PROPE TY LINE
<br /> APN 225-100-04 �f ««R malmffy MAP
<br /> 5
<br /> SHOUP LAND SURVEYING NTS ;
<br /> PARCEL TWO: w9f, WALTER JOHN SHOUP, PLS
<br /> •:. ; P.O. BOX 656
<br /> ALL THAT CERTAIN PIECE OR PARCEL OF LAND SITUATION IN THE CITY OF ESCALON, COUNTY OF JOAQUIN, STATE OF � E CLEMENTS, CA 95227
<br /> CALIFORNIA, LYING WITHIN THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 2 SOUTH, RANGE 9 EAST, MOUNT DIABL® (209} 333-1672
<br /> E AND MERIDIAN, DESCRIBED AS FOLLOWS: °0�'D.3' n ".''
<br /> 121.10'
<br /> COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 5 AS SAID CORNER IS DEPICTED ON THAT RECORD OF
<br /> SURVEY FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN JOAQUIN, IN BOOK 35 OF SURVEYES, AT PAGE PROJECT � \ \ O moi/ s
<br /> � ;,:� ..:;: PROPERTY LINE
<br /> WEST ALONG THE NORTH LINE OF SAID SECTION 5, A DISTANCE OF 51.75 FEET: THENCE
<br /> SOUTH 00'27'54 WEST, A DISTANCE OF 17.66 FEET TO A POINT ON THE SOUTH RIGHT-OF-FEET LINE OF YOSEMITE =• ' GENERALDEVELOPMENT
<br /> AVENUE AND ALSO BEING ON THE NORTH LINE OF THAT PARCEL OF D DESCRIBED IN THAT FINAL ORDER OF PROJECT DESCRIPTION: PROPOSED ARCO Dm/Rm GAS STATION
<br /> 90: THENCE NORTH 69,32,06
<br /> CONDEMNATION CONVEYING SAID PARCEL TO THE CITY OF ESCALON AND FILED IN THE OFFICE OF THE RECORDER OF THE ' ' •��•• �' • . -... � AND C-STORE 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE
<br /> COUTY OF SAN JOAQUIN 1 INSTRUMENT ..... • .• ,� � �••
<br /> QUN ON JANUARY 5, 999 AS NS RUMENT NO. 99001063 AND BEING A POINT OF CURVATURE OF M ` " � : '
<br /> �'` M.� .�����'�� �� � � (� GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION Q� �
<br /> NON-TANGENT CURVE, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 56.00 FEET OF WHICH THE RADIUS POINTUj STREET ADDRESS: 1305 ®nd 1329 SOUTH ESCALON AVE OPERATIONS.
<br /> BEARS SOUTH 33°22'26'° WEST AND BEING THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH O` ; >: , ESCALON, CA ® ® �
<br /> 89'26'42" WEST ALONG THE SOUTH RIGHT-OF-WAY LINE OF YOSEMITE A A THE NORTH F F.F<:s ::,`. .:.` :ham r u. , ,. ;
<br /> SAID OSEM E VENUE AND E NOR LINE 0 SAID ••••,: . �~ �f. , , � ��. �; � . � . . .. ,. :,x� (( ASSESSORS PARCEL 225-900-04 225-100-21 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARYPERMITS HAVE BEEN OBTAINED PRIOR
<br /> a� .
<br /> f
<br /> ESCALON PARCEL, A DISTANCE OF 62.79 FEET TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH 01°04'03 T •. `';° r .; ®, ,.��, .'„,'`s�,-k � � � .� ,�,. f'•'`;` ' � I TO COMMENCING WORK.
<br /> ,� ��„ .�. ,�. NUMBER:
<br /> ALONG THE WEST LINE OF SAID ESCALON PARCEL, A DISTANCE OF 121.10 FEET TO THE SOUTHWEST CORNER THEREOF°, } � ry «< x¢ 16215 72ND AVENUE SOUTH
<br /> THENCE NORTH 69
<br /> , s " •�.�:'.,'`..s'�..,; �'. '�`�--'', `�,
<br /> 13 57 EAST ALONG THE SOUTH LINE OF SAID PARCEL, A DISTANCE OF 7699 FEET THE THE THE T KENT, WA 96032
<br /> >•• . � `���{ SITE AREA:- 26,010 SF 3. E CON RACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND
<br /> SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN THAT NOTICE OF PENDENCY OF ACTION FILED �a `' � . :..` k.. . . . ` , D PTH F A XI TI TI MTI P I T 425 251-6222
<br /> ,.�� °' •. '. `° ,'' Or sty 0.63 AC E 0 LLE S NG U L ES R OR O CONSTRUCTION WHETHER SHO ON THESE ( )
<br /> IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN JOAQUIN ON APRIL 27, 1996, AS INSTRUMENT �s „v PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY (425)251-6762 FAX
<br /> NO.1996-046666, THENCE NORTHERLY ALONG THE WEST LINE OF LAST SAID PARCEL, THE FOLLOWING (4) FOUR COURSES: g� µ4 ' .<a'. � � „ THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR
<br /> .
<br /> F O THIS PROPERTY I
<br /> L ODZONE: SWITHIN F X
<br /> LIES W N LO
<br /> OD ZONE
<br /> ,
<br /> C SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING CIVIL ENGINEERING, LAND PLANNING,
<br /> d: : ': ( AREAS DETERMINED TO BE OUTSIDE THE 27.
<br /> 1) NORTH 04-17-07- WEST, A DISTANCE OF 1.62 FEET TO A POINT OF CURVATURE OF ANON-TANGENT CURVE, CONCAVE 9 UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO SURVEYING. ENVIRONMENTAL SERVICES
<br /> TO THE NORTHWEST, HAVING A RADIUS OF 5039.09 FEET OF WHICH THE RADIUS POINT BEARS NORTH 65°42'52" WEST; am/pmANNUAL CHANCE FLOODING", PER FEMA FIRM A R F K VARIATION. TI
<br /> DEGREE 0 UNKNOWN V N SOME UNDERGROUND LOCATIONS SHOWN HEREON
<br /> THENCE ? MAP 06077CO69F WITH AN EFFECTIVE DATE OF
<br /> -• • w , MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, No, DATE REVISION DESCRIPTION
<br /> OCTOBER 16° 2009. INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF
<br /> a°p�
<br /> 2) NORTHERLY ALONG THE ARC OF SAID CURVE, THOUGH A CENT ANGLE OF 00°39°31" ,AN ARC DISTANCE OF 57.93 OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN\ � r r CONSULTING ENGINEERS INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
<br /> FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 5039.09 , OCEED NG W z
<br /> FEET OF WHICH THE RADIUS POINT BEARS NORTH 66° CONSTRUCTION.13'40" EAST; THENCE � \ I 3
<br /> 0 13
<br /> 3) NORTHERLY ALONG THE ARC OF SAID CU , THOUGH A CENTRAL ANGLE OF 00®26'10" ,AN ARC DISTANCE OF 36.35 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS D
<br /> FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 5035.46 SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION
<br /> OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS
<br /> FEET OF WHICH THE RADIUS POINT BEARS NORTH 16°46'27" WEST; THENCE a� \ • • •�• :. • •.,� ,:.•.•....'...•';.••�. �''• Q
<br /> RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S
<br /> 4) NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 0013'36" , AN ARC DISTANCE OF 19.96 e' CML SHEET RMDEX° RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO A
<br /> FEET TO A POINT ON THE NORTHERLY LINE OF SAID ESCALON PARCEL AND BEING THE MOST NORTHERLY CORNER OF A THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT
<br /> NON-TANGENT CURVE, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS 56.00 FEET OF WHICH THE RADIUS POINT BEARS \ IC1°0 CIVIL - COVER SHEET ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR SOUTH 36'03'04" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL 0
<br /> 02'40°36" , AN ARC DISTANCE OF 2.71 FEET TO THE PINT OF BEGINNING OF THIS DESCRIPTION. C2.0 CIVIL - SITE PLAN COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
<br /> C2.1 CIVIL - HORIZONTAL CONTROL PLAN 9 O
<br /> APN: 225-100-21 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES A
<br /> C3.0 CIVIL - DEMOLITION AND EROSION CONTROL PLAN INVOLVED PRIOR TO CONSTRUCTION.
<br /> C3.1 CIVIL - EROSION CONTROL NOTES AND DETAILS A
<br /> 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE y
<br /> C4.0 CIVIL - GRADING AND STORM DRAINAGE PLAN
<br /> AUTHORITY HAVING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE SEAL:
<br /> C5.0 CIVIL - UTILITY PLAN ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S
<br /> RESPONSIBILITY TO NOTIFY THE INSPECTOR OF THE AUTHORITY HAVING JURISDICTION 24 9 fES$®®
<br /> C6.0 CIVIL - NOTES AND DETAILS HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION OR AS REQUIRED BY THE ��® ®� M. Tei
<br /> C6.1 CIVIL - NOTES AND DETAILS AUTHORITY HAVING JURISDICTION,
<br /> C6.2 CIVIL - NOTES AND DETAILS
<br /> 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL
<br /> BENCHMARK. C7.0 CIVIL - ARCO SITE SPECIFICATIONS CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY C 91 �
<br /> ELEVATIONS ARE ED ON NAVD 66, C7.1 CIVIL - ARCO SITE SPECIFICATIONS REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN.
<br /> C7.2 CIVIL - ARCO SITE SPECIFICATIONS ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OFPPA
<br /> BENCHMARK: W 957, EL=113.0'. PRE-CONSTRUCTION MEETINGS.
<br /> 6. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY ®F• CAI-
<br /> WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING
<br /> JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS
<br /> E�E N'L HORIZONTAL CONTROL NOTE'
<br /> � „ ������� ���� �����° RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE
<br /> ASPHALT CONTRACTOR SHALL HAVE ALL CURB, SIDEWALK, STRUCTURES, CONCRETE �� INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS
<br /> EDINTM AC PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
<br /> APH ASSESSOR PARCEL NUMBER THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. L1 LANDSCAPE - PLANTING PLAN
<br /> --•- � ®FP BACK FLOW PREVENTOR a PROPOSED CONCRETE LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
<br /> EXISTING CONCRETE BOLLARD (RECTIFIED TO SITE CONTROL) CONTAINED IN DRAWING FILES PROVIDED LZ LANDSCAPE - IRRIGATION P SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
<br /> BLDG BUILDING BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS CONTRACTORS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT
<br /> "`Yt`I RESPONSIBILITY TO RETRIEVE LATEST FILES FROM BARGHAUSEN L3 LANDSCAPE - CONSTRUCTION DETAILS PROPERTY IN CONNECTION WITH THE PERFORMANCE®SL BUILDING SETBACK LINE � � PROPOSED ASPHALT E CO EC ON W E ER ORMANCE OF WORK COVERED BY THE
<br /> ....:.:ri
<br /> .:..�<.,,:. CONSULTING ENGINEERS REFLECTING ISSUED PLAN REVISIONS.
<br /> O
<br /> NS.
<br /> SAWCUT LINE ® CA H BASIN
<br /> CONTRACTOR. AY WORKWIT IN THE TRAVELED RIGHT-OF-WAYHT-0F-
<br /> WAY THAT MAY INTERRUPT
<br /> L4 I LANDSCAPE - CONSTRUCTION SPECIFICATIONS NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
<br /> CENTERLINE ------122------- PROPOSED CONTOUR TRAFFIC AFFECTED. DEVELOPMENT INFOROATIO',1t
<br /> CENTERLINE RIGHT-OF-WAY GONG CONCRETE
<br /> •••�-.-®•..
<br /> EXISTING BARRIER CURB CP PROPOSED SWALE CONCRETE PAD 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ARCO
<br /> ® DCV DOUBLE CHECK VALVE - - - - - PROPOSED RIDGELINE GENERAL CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE
<br /> EXISTING EASEMENT awY DRIVEWAY EXISTING STRUCTURES TO REMAIN INCLUDING SHORING, CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY 3000am/pm EB ELECTRICAL BOX PROPOSED STORM DRAIN BENCHING, AND EXCAVATIONS NECESSARYSERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER TO DO THIS WORK FUEL CANOPY
<br /> WHETHER OR NOT SPECIFICALLY NOTED TO DO SO AS SHOWN OR NOT SHOWN ON THE PLANS. s
<br /> - - EXISTING RIGHT-OF-WAY LINE EC ELECTRICAL CABINET PROPOSED STORM DRAIN APPROPRIATE WITH PROPER MEANS AND METHODS. � MPD's
<br /> EV ELECTRICAL VAULT O MANHOLE 11, STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY THE AUTHORITY HAVING
<br /> PROPERTY LINE FC FACE OF CURB
<br /> JURISDICTION DURING REGULAR BUSINESS HOURS.FDC FIRE DEPARTMENT CONNECTIONPROPOSED STORM DRAIN
<br /> Iss
<br /> -------------------------------- EXISTING EDGE OF PAVEMENT FH FIRE HYDRANT CATCH BASIN 12. Tt40 (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER SITE
<br /> tiv
<br /> -w- - - -w-
<br /> GM GAS METER o PROPOSED STORM DRAIN CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT INFORMATION EO'g'll QVMUE
<br /> EXISTING WATER LINE GV GAS VALVE
<br /> ° SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF
<br /> - �
<br /> CLEANOUT PROJECT. o 00AY 0
<br /> MH MANHOLE PROPOSED ROOF DRAIN 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE MCALma,CA
<br /> O EXISTING GAS LINE Mw MONITORING WELL S® STORM LINE CONSTRUCTION DOCUMENTS:
<br /> PIV POST INDICATOR VALVE
<br /> _P(OH) EXISTING OVERHEAD POWER PLTR PLANTER PROPOSED WATER LINE SOILS REPORT: REPORT OF GEOTECHNICAL ENGINEERING INVESTIGATION FACILITY 0 TBD
<br /> PM PARKING METER JOB NUMBER: 17223
<br /> �, PP POWER POLE ® PROPOSED WATER METER DATE: DECEMBER 10, 2015 T M&�..J� E C mIm _ �E�c ® Svc CMT II�NCE ��
<br /> SS EXISTING SANITARY SEWER _
<br /> E PL PROPERTY LINE PREPARED BY: SALEM ENGINEERING GROUP INC. BARGHAUSEN CONSULTING ENGINEERS, INC. DOES NOT WARRANT THAT THE TOPOGRAPHY �gp BY:SHOWN ON CGT
<br /> PUE PUBLIC UTILITY EASEMENT PROPOSED SANITARY 4729 W. JACQUELYN AVENUE THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE CONTRACTOR'S IRA" BY- CE IWC
<br /> SD EXISTING STORM DRAIN � CUT
<br /> SO. FT. SQUARE FEET SEWER LINE FRESNO, CALIFORNIA 93722 RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED
<br /> SL STREET LIGHT PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN m CT
<br /> E UNDERGROUND ELECTRICAL LINES SLB STREET LIGHT BOX o PROPOSED SANITARY (559) 271-97®® CONSULTING ENGINEERS, INC. PRIOR TO WORK. UTILITIES AND UTILITY EASEMENTS FOR THIS SITE 1/7223
<br /> OHE OVERHEAD ELECTRICAL LINES SEWER CLEANOUT HAVE NOT BEEN RESEARCHED OR CONFIRMED.
<br /> © SDMH STORM DRAIN MANHOLE 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF DRAVING TITLE.
<br /> GAS UNDERGROUND GAS LINES SSC® SANITARY SEWER CLEANOUT PROPOSED BARRIER CURB THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF
<br /> ® SSMH SANITARY SEWER MANHOLE THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. � � o
<br /> EXISTING TREE TE TRASH ENCLOSURE PROPOSED CURB & GUTTER
<br /> TEL TELEPHONE 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSWHERE ICOVER SHEET
<br /> TRANS T SFORMER � PROPOSED LOT LIGHT ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE
<br /> ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION.
<br /> TSB TRAFFIC SIG BOX THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH MEET NQ
<br /> VT VAULT PROPOSED SIGN 4, A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br /> w,, wm WATER METER THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE Know, shays bsbw. UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
<br /> N wV WATER VALVE PROPOSED EASEMENT SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS 0 SHALL INCLUDE CALLING UTILITY LOCATE @ 611 AND THEN POTHOLING ALL OF THE EXISTING
<br /> YL YARD LIGHT OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE Q ® CaU before you trig, UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
<br /> SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. ®@�� �� CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE ED UPON
<br /> A DENOTES ENCROACHMENTS THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
<br /> d CORRESPONDS TO SCHEDULE B 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVEci no
<br /> SITE CLEARING OR GRADING. ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> File:P:\17000s\17223\engineering\17223-O.dwg Dote/Time:1/27/2016 10:03 AM Scole:1' JDENNIS Xref: ----
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