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LEGEND PROPOSED EXISTING
<br /> PROPERTY LIMIT
<br /> CURB&GUTTER STORM SEWER
<br /> ra
<br /> DRAINTILE wnf
<br /> BUILDING engineeringsurveying planning energy
<br /> NORTH
<br /> RETAINING WALL 80 0 40
<br /> WETLAND LIMITS 148M 28M Ave.N,Sle 140
<br /> Plyrnoulk Minnesota 6W7
<br /> TREELJNE SCALE IN FEET
<br /> SPOT ELEVATION x
<br /> 962-5 962 r=476.6010 tillepnow
<br /> X M 476.8532 larsibridle
<br /> CONTOUR -902- wong.ndworn
<br /> 0zsaRIPRAP 0
<br /> OVERFLOW ELEV. 0-010,
<br /> 4 SOIL BORINGS Client
<br /> byi TP 17.19 6.85
<br /> M.45
<br /> TP 17.40
<br /> -GRADING NOTES
<br /> A.PROPOSED CONTOURS AM TO FINISHED SURFACE ELEVATION.SPOT ELEVATIONS ALONG N.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE
<br /> Fendler
<br /> PROPOSED CURB DENOTE GUTTER GRADE. IN AREAS DESIGNATED ON THE SITE.THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR
<br /> --END B6/12 CURB RESPREADING ON THE SITE AS SPECIFIED.EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT
<br /> R 152D CONSTRUCTION
<br /> 17.74'. I B.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT"GUTTER Our WHERE AREAS,OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS.THE CONTRACTOR
<br /> WATER DRAINS AWAY FROM CURB.ALL OTHER AREAS SHALL BE CONSTRUCTED AS'GUTTER SHALL SUBOUTT CUT AREAS,WHERE TURF 6 TO BE ESTABLISHED,TO A DEPTH OF 4 INCHES.
<br /> ISTO I BE ESTABUSHED TO MINIMUM DEPTH OF
<br /> ERETURIF
<br /> I.-CURB. RESP TOPSOIL IN AREAS WH
<br /> 17.150 17.60 17.50
<br /> C ALL GRADIENT ON SIDEWALKS ALONG ME ADA ROM SHALL HAVE A M"IMUM INCHES.
<br /> LONGITUDINAL SLOPE OF 5%(1:201,EDICEPT AT CURB RAMPS(L22),AND A MAXIMUM CROSS O.FINISHED GRADING SHALL BE COMPLETED,THE CONTRACTOR SHALL UNIFORMLY GRADE
<br /> 18.0 ITPC 17.95 -49).THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL ARM WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION ARIAS,PROVIDE A
<br /> I- SLOPE OF 2.08%(1. 5 COM FINISHED SURFACE WITHIN SPECIFIED TOLERANCES,WON UNIFORM LEVELS OR
<br /> OR ACCESS AISILE MAIL BE IN 2.08%(1:49).THE CONTRACTOR SHALL REVIEW AND VERIFY THE
<br /> 77 17.60% SLOPES BEHN EN MINTS"ERE ELEVATIONS ACRES HOWN,OR BETWEEN SUCH POINTS AMID
<br /> GRADIENT IN THE HELD ALONG WE ADA ROUTES PRIM TO PLACING CONCRETE OIL
<br /> 16.46
<br /> /K ,-= -" BITUMINOUS.THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A EXISTING GRADES.AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM
<br /> Project
<br /> DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUSTHE DESIGN GRADIENT. SUBSEQUENT CONSTRUCTION OPERATIONS,MIFFICAND EROSION.REPAIR ALL AREASMAT
<br /> HAVE
<br /> 17.60 17�'45 �1�' CORE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE
<br /> CORRECT GRADE.ALL AREAS DISTURBED BYTHE CONTRACTORS OPERATIONS SHALL BE
<br /> D.ME CONTRACTOR IS CAUTIONED THAT'THE SUBSURFACE UTILITY INFORMATION SHOWN ON
<br /> ,tP 0 k I ,
<br /> ',TC 17. TH ESE PLANS 6 A UOUTY QUALITY LEVEL Q THIS QUALITY LEVEL WAS DETERMINED RESTORED 70 EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF
<br /> 91i 1, BILL'S
<br /> f 4Q 1M. ACCORDING TO E GUIDELINES OF CIIASCE M-02 TO LED"STANDARD GUIDELINES FOR THE THENEWWORK.
<br /> TH
<br /> TIP I I
<br /> ODJ� 15.112 LIQUOR STORE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA',THE CONTRACTOR
<br /> P.TOLERANCES
<br /> 12,362 SIF AND/Oa SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISrING SUPERETTE
<br /> y as UTILITIES
<br /> BEFORE COMMENCING WORK,BY CONTACTING THE NOTIFICATION CENTER(GOPHER
<br /> 9 FFE=�917.60 3-THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY
<br /> THE CONTRACTOR AND/OR
<br /> 17.. 7.4 20- STATE ONE FOR MINNESOTA AT 1�252 By MORETHAN 0.10 FOOT ABOVE,OR Q10 FOOT BELOW,THE PRESCRIBED ELEVATION AT
<br /> P, SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ANY POINT WHERE MEASUREMENT IS MADE.
<br /> , •4 MIGHT BE OCCASIONED BY HIS OR HER FAIWRET EXACTLY LOCATE ANTI RESERVE ANV AND
<br /> r��-Z -Z� 7\ ALL UTILITIES IUNDERGROUND AND OVERHEAD).
<br /> 35, 1 THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT
<br /> 7.60 ITSKhL_BE THE R PONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES VARY BY MORE MAN 0.05 FOOT ABOVE,OR D.JD FOOT BELOW,THE PRESCRIBED
<br /> WHICH CONFLICT WITH THE MOP05W IMPROVEMENTS SHOWN ON THE PLAINS. ELEVATION OF ANY POINT WHERE MEASUREMENT 6 MADE.
<br /> • GE 3.AREAS WHICHARE TO RECEMETOPS011.SHALL BE GRADED TO WTHIM 03D FOOT ABOVE
<br /> TC > E.TECOMAUMSH T �PRE MIONSNECSSARYTOAVOIDPROPEMDA OR BELOW ME REQUIRED ELEVATION,UNI_ESS DIRECTED OTHERWISE BYTHE ENGINEER,
<br /> CO TRACTOR PROPERTIES DURING THE CONSTRUCTION PHASES OFTHIS PROJECT.THEMA
<br /> 17.1 PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS 0 THE
<br /> C1.AC A.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 112 INCH OF THE SPECIFIED THICKNESS. Location
<br /> CONTRACTOR WILL BE HELD SOLELY RUMNSIBLE FOR ANY DAMAGES T E AD' ENT
<br /> 16.9 6.90 E
<br /> R.AFTER THE STYE GRADING 15 COMPLETED,IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, LINO LAKES, MN
<br /> ED
<br /> F.SAFETY NO11 E TO CONTRACTORS:IN ACCORDANCE WITH GENERALLY ACCEPT THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA
<br /> 6. 15.90 CONSTRUCTION PRACTICES,THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
<br /> A. P 15.0 SELECTED BYTHE CONTRACTOR,OR IMPORT SUITABLE MATERIAL TO THE SITE
<br /> Z TP,14. RESPONSIBLE RCONDFIOFISONTHEJOBSITE,INCL DING SAFETY OF ALL PERSONS AND
<br /> - ------ 41 PROPERTY DURING PERFORMANCE OF ME WORK.THIS REQUIREMENT WILL APPLY
<br /> CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE DUTY OF THE S.THE CONTRACTORMALL DETERMINETHE LOCATION OF ANY HAUL ROADS THAT MAY BE
<br /> ORT E DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFTHE CONTRACTOR'S REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL
<br /> ve ENGINEER
<br /> PERFORMAPICEMN T INTENDED TO INCLUDE REVIEW OFTHE ADEQUACY OF THE ROADS ON ER09ON AND SEDIMENT CONTROL'SFTE MAP".THE CONTRACTOR SHALL.COMPLY
<br /> CID WITH THE REQUIREMENTS OF THE GOVERNING AUTHO1111Y OF EACH ROADWAY.THE
<br /> NTRACTOR'S SAFEIYMFASURES IN,ON OP NEARTHE CONSTRUCTION SITE. CONTIIAROR SHALL POST WHATEVER SECURITY,AND COMPLY WITH ALL CONDITIONS WHICH
<br /> 4_81) AREREQUIR BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.
<br /> X� G.MEC�ACrOR��CWPLETE�ESnG�INGCO�UalOWINACCORDMa
<br /> r TP,m.50 WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER.ALL SOIL TESTING SHALL T IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE,HE DR SHE SHALL NOTIFY
<br /> BE COMPLETED BYTHE OWNER!S SOILS ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> It: THE ENGINEER WITH THE LOCATION,SIZE,INVERT AND IF ME TILE LINE 6 ACTIVE.NO ACTIVE
<br /> • _ bCDORDINATING ALL REQUIRED SUL TESTS MD INSPECTIONS VATH THE SOILS ENGINEER. DRAIN TILE SHALL BE BACKFIU.ED Wr1HOLff REVIEW,DISCUSSION AND APPROVAL FROM THE
<br /> 14:41a, MIND PROJECT ENGINEER.
<br /> A GEOTECHNICA_ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:
<br /> I Ila
<br /> 41
<br /> M SHALL FOLLOW RICE
<br /> CREEK WATERSHED �.LWENDM NTRE.W.-NIEZ
<br /> Ar ONG THE AND 0�.PROPERTY
<br /> 0 ACT VEGETATED
<br /> AL
<br /> r=U.�CHI�EWGEIAT
<br /> . ..... a COMPANY:TBD FD E=ifiz!ion
<br /> ADDRESS:
<br /> L REMOVE SOIL AND STOCKPILE IN AN APPROVED LOCATION PRIOR TO GRADING.COVER
<br /> Plan,spedfimb-or
<br /> PHONE:
<br /> SULWOHWOVENWEED BARRIER THAT SHEDS MOISTURE YET ALLOWS AIR FLOW.
<br /> DATED: 2.REAPPLY STOCKPILED SOILTO LANDSCAPE AREASTO A MINIMUM&INCH DEPTH AFTER report Was prepared by me or under my direct
<br /> GAS STA-FbN
<br /> 1 F_---_2--_ -- GRADING AN OTHER DISTURBANCES ARE COMPLETED,IN SOME CASES,PURCHASING Supervision and that 1 am a duty licensed
<br /> F15. 8,087 SF
<br /> T14E CONTRACT.111.OBTAIN A COPY OITHE SOILS REPORT, ADDITIONAL TOPSOILMILLBE NEEDED TDACHIEVETHE&INCH DEPTH. pMf-i-.1 ENGINEER under the I...fthe stafte
<br /> -TILL COMPACrEDSUBM LAT LEAST 24NCHES DEEP BEFORE REPLACING
<br /> GAS PUMP: THE SITE
<br /> 'TfE�91S.90 H,THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE 3.PLOW OR of Minnesota.
<br /> GRADING CONSTRUCTION. 4.APPLY A LAYER OF CONIPOI THE REAPPLIED SOILAT A DEPTH OF2.54NCHES.
<br /> STOCKPILED SOIL,AND/OR ROTOTILLSOME OF ME REPLACED SUL IWDTHE SUBSOIL
<br /> C IkNOPY_. ;7 BIT CURB MINIMUM OF 125 CY OF COMPOST REQUIRED AND MINIMUMOF 29SCYOFTOPSOIL
<br /> w '-15 BID 1.PRIOR TO PLACEMENT OF THE AGGREGATE BASF,A TEST ROLL WILL BE REQUIRED ON THE REQUIRED.RETAIN RECEIPTS FOR COMPOST DEUVEREDIOTHESITE,ASTH ILLILE
<br /> STREET AND PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDEA LOAD D
<br /> O/_ USED DURING INSPECTION TO VERIFYTHE SUL REQUIREMENT.5 HAVE BEEN 'T 5 TILL CONIMST INTO ME SOILTO A DEPTH OF AT LEAST 9 INCHES.NOTE r Michael C.13mnc[t
<br /> TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF Z5 TOM.THE TEST ROLLING SHALL BE ATT
<br /> 20 DIRECRONOFTHES Is ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED I�M
<br /> TILLINGTOMIS DEPTH WILL REQUIRE REPEATED PASSES WITH A LARGE MACHINE, CH
<br /> TRE
<br /> 15.901, 7D SOILS ENGINEEK THESVILS ENGINEER SHALL DETERMINE WHICH SECnONS Of THE SH� Registration N0.42661 Date:
<br /> mraeso.sson PARKING AREA AM UNSTABLE.CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED AS A TRACTOR OR HEAVY REAR-TINE ROTOOLLER.
<br /> I-ACOU-CE WITH THE REQUIREMENTS OF THE SOILS ENGINEER, HI.,micable,Mr--I.r.ant ligled MR Of the
<br /> 14.90
<br /> Ttll 7" V.INFILTRATION BASIN-CONSTRUCTION REQUIREMENTS: Plan-kh H eYaRrIbb,IPon request at MFRA Inc,
<br /> 13, J.REPUCEAU.SUBGRAD SOLDIFTURBED DURING THE CONSTRUCTION THAT HAVE BECOME H""d"NN`Nue,
<br /> x UNSUITABLE AND WILL NOT PASS A TEST ROLL REMOVE UNSUITABLE SUL FROM THE SITE 1.HEAVYEGUIPMENT ALL NOTTMVEL VATHIN THE INFILTRATION BASIN AREA.
<br /> EXCAVATION-VVTMIN THE INFILTRATION BASIN SHALL BE PERFORMED BY USE OF A
<br /> AND IMPORT SUITABLE SOIL AT NO AERITTICHIAL COSTTOTHE OWNER.
<br /> ........... BACKHOEB CKErWnHTEErH.THE CONTRACTOR SHALL 05C OR TILLTHE SOILS IF
<br /> REQUIRED BYTHE
<br /> SOILS ENGINEER. Summary
<br /> TP
<br /> 914- K.THETREES AND OTHER NATURAL VSSEIATIOWWITHINI THEPROJECT MD/OR ADJACENT TO
<br /> 12 THE PROJECT ARE OF PRIME CONCERN TO ME COWRACn!IRS OPERATIONS HE WILL BE -Designed:mce D.Wn:JTA
<br /> -923 REQUIRED TO PROTTECTME TREES WHICH ARETO BE SAVED TO BE SURE THAT E I E 5 2.INULTIRATION BA5IN_SHN__BE PROTECTED BY SILT FENCE DURING CONSTRUCTION OF
<br /> SITE GRADING,UTILITIES,AND STREETS.ALL DEPOSITED SEDIMENT DURING Approved:we Book/Page:727/55
<br /> E
<br /> NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE C RE I CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF
<br /> To IaD_qrO
<br /> WORKING ADJACENT TO TREES.SHOULD MY PORTION OF ME TREE BIT REQUIRE INFILMTION BASIN,IF POSSIBLE.
<br /> RE
<br /> Pha.:PMUM initial Issue:m/uywn
<br /> 'S EQUINVIENT,*4 AA REMOVALTOPERMffOPEMTIDNOF�EODNTFACT�'SEQUWMEW, ES 4TH
<br /> LA 1�12.25 : I
<br /> SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIMME TREES P RORTO E
<br /> BEGINNINGO OPERATION.SHOULD THE CONTRACTOR'S OPERATIONS RESULTINT E
<br /> opi
<br /> ERMIONCO�OLPROTEalONINPtAaU�LFIN�nM�T
<br /> Revision History
<br /> 4 -CURB-CUT 1 ALL FLARED ENDSECTION INLETS AND CATCH BASIN MANHOLE INLETSMALL HAVEN
<br /> TPAr, ION OF BASIN HAS LET
<br /> OWING OF ANY LIMITS,ME BROKEN LIMBS SHOULD BE REMOVED IMMED Y D
<br /> &i4_ OCCURRED. No.Date By Submittal/Revision
<br /> 2
<br /> SH SEMOPERLYPROTECrEDMMINiMIZEAW�NG�GETOTHE 11� OTR
<br /> BB6/12 CURB SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER.COSTS FOR TRIMMING WATERSHED COMMENTSta 912 114 1, '11P 2 4.ME CONTRACTOWMAU.RESEW M REPLANT ANY ARM ON WHICH THE ORIGINAL SEED A M/ /U SIG WATERSHED
<br /> 12- SERVICE55HALLBECONSI ERED INCIDENTAL TOME GRADING CONSTRUCTION AND NO B 20115/12 9A CTTYCOM.ENTS
<br /> 92 SPECIAL PAYMENT WILL BE MADE. HAS FAILED TO GERMINATE AS DIRECTED BYTHE OWNER'S ENGINEER. C 1025.32 W CTTYIDSCAPECOM ENTS
<br /> 13.20
<br /> 13. .0 L THETREES AND EITHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACEWTO
<br /> 911 -911 THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTORS OPERATIONS AND 5 ALL A THE WILL REQUIRE WRITTEN APPROVAL BY
<br /> THEE CONTRACTOR.THOSE ALTERNATIVE METHODS
<br /> MISAVIE OWNER'S ENGINEER.
<br /> 11.01), -920 RESTRICTED AREA HE WILL BE REQUIREDTO PROTECT THE TREES WHICH ME TO EDT
<br /> 10-110 _77777= TREES AND TE INFILTRATION BASIN
<br /> BE SURE THAT ME EQUIPMENT 15 NOT NEEDLESSLY OPERATED UNDER NEARBY
<br /> C COSTS FOR REMOINUZATION OF REQUIRED)TO COMPLETE
<br /> SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACIEWTO TREES.SHOULD ANY POFrno S EXPENSE
<br /> CONSTRUCTION VRLLBE CONDUCTED ATTIRE CONTRACTOR
<br /> OFTHETRIEE BRANCHES REQUIRE REMOVALTO PERMIT OPERATION OFTHE CONTRACTOR'S t TP-..
<br /> 10.23 TP EQUIPMENT,HESHALL OBTAIN THE SERVICES OF A PROPESSIORMILTREE TRIMMING SERVICE 7 CONTRACTOR SHALL REFERENCE CONSTRUCTION DETAIL PROVIDED.
<br /> TO TRIM THE TREES PRIM TO ME BEGINNING OF OPERATION.SHOULD THE CONTRACT RS
<br /> ..................................
<br /> It, MAIN STREET OPERATIONS RESULT IN THE BREAKING OF MY LIMITS,THE BROKEN LIMITS SHOULD BE
<br /> - ----- REMOVE IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY
<br /> LASTING DAMAGETO THE TREE NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY
<br /> 7 ..........- ................
<br /> THE ENGINEER.COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTALTO THE
<br /> ............. ........................................... CONSTRUCTION AND NO SPECIAL PAYMENT VRUL BE MADE.
<br /> .......... ........... ............
<br /> ............ ..............
<br /> ................ .................... ................... RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OMIDE OF THE Sheet Title
<br /> -------------- DESIGNAT CONSTRUCTION ZONE.ALL VEGETATION WITHIN ME RESTRICTED AREAS SHALL
<br /> -------------- --------------- ---------- ------ REMAIN. GRADING PLAN
<br /> CONTRACTORMALLRE5nd ALL GRADING AND CONSTRUCTION ACITYME5 TO ARM
<br /> DESIGNATED ON ME PLANS,ACTIVITIES WITHIN THE CONSTRUCTION MY BE RESTRICTED TO
<br /> •NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER.
<br /> ACTIVTOES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE BUT
<br /> 2% 913 NOTBEU ITED TO:SOIL AND OTHER MATERIAL STOCKPILING,EQUIPMENT OR MACHINERY
<br /> STORAGE,DRIVING OF ANY VEHICLE,LEAKAGE OR SPILLAGE OF ANY'WAMOILOOR OTHER
<br /> • /. .� -_ �. -. r - 912 TOXIC MATERIAL ME COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN
<br /> AREA DETERMINED ON-SITE BYTHE ENGINEER.
<br /> 911 ALL RESTRICTED AREASMALL BE FENCED OF WITH BRIGHT ORANGE POLYETHYLENE SAFETY
<br /> NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL AT NO TIME SHALL
<br /> SECTION A-A THIS FENCING BE REMOVED OR ACTfVffY OF ANY KIND TAKE PLACE WITHIN IT.F HAL Sheet No. Revision
<br /> 916 PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE MY WORK
<br /> 915 COMMENCES ON-SIZE.
<br /> C4.01 D
<br /> 914
<br /> _7, 7�777'7'771,
<br /> 923 �
<br /> SECTION B-13 Project No. FEN19355
<br />
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