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FROZI'w � � A r � ■
<br />DA- CO. -L & IIIkAUNTENWI- ��CZ +4�■&14 INiffl-cS■
<br />� L'�■ Izr'�P 1] p1^,� �.. n� �■`1 1 A f�+ + AA■
<br />FrCEY W077.s■ 5TOP,J,..a II��A I ER RIUM i��F�- CA„C;jU- 1000:
<br />1. RETAIN-LOA7ABLEWINDBLOWNMATERIALSON & CONTR4CTORSSHALLINSPECTPOLLUTION
<br />DRAIN APPURTeWNCCFSS,PUBUCSTREETS.AND
<br />orARY1N CONTROL TOTAL PROPERTY AREA= O,&i7ACRES; TOTAL DISTURBED AREA =0.637ACRES 1.1) ACRES
<br />I SITE IJV STORING ALL TRASH AND BUILDING CONTROL MEASURES AT LEA.+T ONCE EVERY
<br />ONTO PRIVATEPRDPERTYUNRIL IMPERVIOUS
<br />1 AMT; REFER TO
<br />FENCE; REFER TO DETAIL IWCS. THEREFORF OI NOT REQUIRED.
<br />IL ID
<br />F4.TERAL WASTE IN ENCLOSURES UNTIL PROPE'i DAYS 'NO WYTFIIN 24 HOURS AFTER ASTORM
<br />MATER'ALSROADIPARpNG AREA SURFACE) IS
<br />STORMLYATER GALCiIIATION METHOD: MODIFIED RATIONAL METHOD
<br />ON
<br />DISPO:�,L AT OFFSITE FACILITIES. CHECK EVCNTOF VZ INCH ORGREATER. DAMAGED APPLIED OR UNTIL PROPOSED LANDSCAPE HAS
<br />ADJACENT AREAS DAILY AND PIG( UP MEASURES THAT PROVE TO BE INEFFECTIVE' SHALL BEEN ESTABLISHED.
<br />INSTALL CONSTRUCTION EGRESS PFR NOTE.
<br />1,ON-31TE AREAS A RUNOFF COEFFICIENT'S: I1APERVIOUS='.98 PERVIOUS -0.35
<br />CONSTRUCTION wmmt! TATERIALS AM DEBRIS BE REPLACED WITH MORE EFFECTIVE MEASURES & REFER TO 10X;3 FOR SILT FENCE CONSTRUCTION.
<br />-IN W1TH 24' DESIGN PROJECT AREA= 0.937 ACRES
<br />THAT HAVE BLOWN OR WASHED OFFSITE. OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. 7. ALL OWES SLOPES WHICH EXCEED 3:1 (HIV),
<br />INSTALL 18'NYLORAST DR
<br />® SUMP MIN. TOP =SELL PRE-UrVELOPMENT
<br />2. PERMANENTLY STABILIZE ALL SURFACE MEA REPEATED FAILURE OFA CONTROL MEASURE
<br />BWALEBAND PRf:A50F HIGH FLOW SHALL UTILIZE
<br />REFER TO DETA!_4fC1 E7{ISTINO BUILDING =0.9 ACRES POST -DEVELOPMENT
<br />WITHIN AND ADJALENTTO THIS SRE THAT IS REQUIRES INSTALLATION OFA MORE SUITABLE DDNTECH CONSTRUCTION PRODUCTS PERMANENT
<br />DISTURBED BY VEHICLES, GRADING AND OTHER DEVICETO PREVCNT D;SCHMCE OF POLLUTANTS TURF REINFORCEMENT MATS TRIM 450 OR
<br />EXISTING DRIVEWAYSIPARRING LOT -OA13ACRES
<br />PERVIOUS_ 0.622 ACRES BUILDfNG=0.17-ACRES
<br />® INSTALL APROX IO LP OF I7 PIPE. DRIVEWAVWPARKINGLOT-0.273ACRE`
<br />CONSTRUCTION FORTHE PROPOSED FACILITY. FROM THE CONSTRUCTION SITE
<br />'PPROVED EQUAL MATS SHALL BE INSTALLED
<br />REPER TO PIPE NOTES. PRE IN 2919 PERVIOUS= 0.191 ACRES
<br />STABIGZATION IS OBTAINED WHRN THE 133TURSED 4. INSTALLATION OFADDITIONAL EROSION CONTROL PER MANUFACTURERS SPECIFICATIONS AND
<br />PERVIOUOPMENTS
<br />E70STING PERVIOUS = O.f51:,CRES
<br />STING
<br />SURFACE IS COVERED WITH STRUCTURES. PAVING MEASURES MAYBE REQUIRED BY THE CITY OR STANDARDS. CONTRACTOR SHALL COORDINATE
<br />INSTALL Z4 STORMTECH CH7A1_ERS.. PERVIOUS=9.090 ACRES "
<br />ANDOR PETENNIAL VEGETATION HAVOG A STATE. CONTRACTOR TO VERIFY REQUIREMENTS
<br />UNIFQR15CoVF_RAGE DENSITY OF AT LEAST 7G%. PRIOR TO BEGINNING ANY WORK ON PROJECT
<br />INSTAuaTIONINSPECTIONWITHMANUFACTURER.
<br />6. DISTURBED AREAS THAT WILL BE LEPT IDLE OVER
<br />REFERTO STORMTECH DETAILS. POST -DEVELOPED IMPERVIOUS AREA 15 LESS THAN PREVIOUSLY EXISTING IMPERVIOUS
<br />ST.`BILIZAT.ON OF ALL O''STURBED AREA IS SITE
<br />WINTER MUST HAVE TEMPORARY ETiJS IN
<br />AREA
<br />REQUIRED BEFORE TERMINATING MAINTENANCE 5. CARE SHALL BETAKEN TO MINIMIZE THE
<br />CDONTROLS APPLIED PRIOR TO ONSET OF WINTER
<br />®INSTALL APRmL -.J3 U= OF 12 -PIPE.
<br />AND REMOVAL OF EROSION CONTROL MEASURES. ENCROACHMENT OF SEDIMENT INTO ALL STORM WEATHER.
<br />REFER TO PIPE NOTES 2. WATER QUALITY REQUIREMENT:
<br />p r
<br />MOSITTREATIAIN OVERALL RECONSTRUCTED PAVEMEAT
<br />R. ■�
<br />�J c1 -ter �Trr. //��r,1 EGRESS
<br />11 0WS I VNm`bI Y Il."i\ EGRlwE�7iTiS WCi 711Z:
<br />I�^-r �t"h !+
<br />PIPIES !LN_�.11ES:
<br />INSTAU.3G"NVLDPVST DR. wITH 2a' 43560 SFF1 ACdLE)=19.450 SF
<br />® SSTALL3'NYLDPs9A' RECONWATER TRUCQUALITED PAVEMENT AR (7 (0.1TI 1`3 A
<br />I. CONSTRUCTION EGRESS SHALL 8:25 MINIMUM WIDTH AND 30'MIMMUM LENGTHAND 8" M:N
<br />1. PIPE MATERIALS SHALL BE IN ACCORDANCE WITH
<br />7C7B3C
<br />REFER TO DETAIL IIC5 WATER QUALITY VOLUME PROVIDED
<br />4.6 CFA -NIT
<br />THICKNESS OF STONE (I. 1'a5h COARSE AGGREGATE WITH GEO7EXRLE UNDERUNER REFER
<br />AND AS APPROVED BY THE CITY OR APPLICABLE
<br />NUMBERSTORMTOF UNITS PROVR ED = 24
<br />® INSTALL. ',PAOTL 93 LF OF 12' PIPE. NUMBER OF UNITS PROVIDED = 24 UNITS
<br />TO THE CITY OR STATE FOR ANY ADDTRONAL REQUIREMENTS.
<br />AUTHORITY. REINFORCED CONCRETE PIPE IRCP),
<br />REFER TO PTPF NOTES. WATER OUALITYVOLUME PROVIG,?D = {74.9 CF1UiJITAIL UNITS] - 1746 CF
<br />2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOW OF
<br />HIGH DENSITY PDLYETHLYENE (HDPE), N-12
<br />REFER TO SHEET C4 FOR STORMTECH DETAILS
<br />MUD ONTO PUBLIC RIORT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2.535
<br />OORRUOATED METAL PIPE (CMPI MAY BE USED AS
<br />INS7ALL4' X 4'AREA INLET.
<br />INCH STONE, AB CONDITIONS DEMAND, AND REPAIR AND/GR CLEAN OUT OF ANY STRUCTURE
<br />ALLOWED BY LOC.'IL GUIDEUNES,
<br />® RIM =937.0 INV - 9Z W
<br />USED TO TARP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM 2. ALL PIPE IS TO BE INSTALLED PER THE
<br />VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED I'.1MEDIATELY. MANUFACTURERS REQUIREMENTS AND MEET
<br />REFER TO DETAIL 31CI
<br />3. WHEELS ML'aT SE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RICHT-OF-WAY.
<br />E
<br />CO R REQUIREMENTS PER THE MANUFACTURER
<br />I
<br />93S.SSWF
<br />ti HEN WASH NO IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH
<br />®j INSTALL APROX 37 LF OF I- PIPE.
<br />GRAINS INTO AN APPROVED SEDIMENT TRAP ORSEDIMENTT BASIN LOCATED PER THE CITY OR
<br />w y'-'+ :-.r
<br />SITE- EXCA f A f �� k"" I N
<br />REFER TO PIPE NOTES. `/ f
<br />923.35 SNY � 97315 5MN
<br />STATE REQUIREMENTS.
<br />,SII .A,..■1� �Tj• /A���$-■ ctij�Ai�■■ A= E� y■
<br />{J'� l:*AaS GYR !-'W:Iz� S V � y ■
<br />rl'" R
<br />R 1�l1.11'RE a i'�li 5■
<br />U:3A 933.4 SW
<br />933(.4 PVT
<br />RIM -932.8' INV"' -927.5 Tr REFER TO DETAIL ELI1.
<br />4 INSTALL 4'.: C AREA DETENTION CUTLET, 932.95PVT� K'125PVT 9'LAPVT4..\
<br />933,355W 999.355W
<br />933.25 PVT 932.BS PTT
<br />CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE ALL EXISTING
<br />ANY POSSIBLE CONFUCTS✓!ITH PROPOSED IMPROVEMENTS
<br />1. A GEOTECHNICAL ANALYSIS HAS BEEN
<br />THIS PROJECT
<br />SNOW ON GROUND AT TOME OF SURVEY.PRIOR
<br />UT(LITES AND VERIFY
<br />TO BEGINNING.4Y CC.43TRUCTION. COMTACT OWNER WITH ANY CONFLICTS.
<br />PERFORMED ON SITE. FERFERTO
<br />MANUAL
<br />THEREFORE CONTRACTOR SHALL FIELD
<br />MONTH 12.
<br />FOLLOV! GEOTECHNICAL ANALYSIS2.
<br />ALL ELEVATIONS AND NOTIFY
<br />INSTnLLATION OF CONSTRUCTION ENTRANCE. MONTH 1
<br />3. INOF EROSION CONTROL FENCE. M!ONTH1
<br />RECOMMENDATION FOR SITE EXCALATION.VERIFY
<br />3. REFORTO STRUCTURAL DRAWINGS FOR BUILDING
<br />}] E�N0NEE.R IF OtSCREPANCY OCCURS
<br />4. DEMOLITION OF EXISTING SITE I?1PROVEMENTS. MONTH 1
<br />S. REMOVAL OF EXISTINB PAVEMENT ON THE SITE, MONTH 1�■.Ir-r4ar.:--`�-_
<br />E)a AVATION REQUIREMENTS.
<br />, H EFORE STARTING ANY WORK.
<br />.-T.tErF-=A
<br />��', -
<br />!
<br />F. INSTALLATION OFALL STORM WATER DRAINAGE IMPROVEMENTS. MONTH 1ilCil7
<br />�!� ■
<br />E.li * ! VOTES;
<br />E N S�.AL 13 S;
<br />-
<br />'_ONTRACTOR SHALL FIELD VERIFY
<br />'�j, ply �j. 7'1.7, 'T •!'
<br />7. ROUGH GRADING. TAONTH 1 & MCNTH 2
<br />9. CONSTRUCTION OF NEWSITE II.iPRDVEHENTS. MONTH 2
<br />A. REFER TO PROJECT MANUAL FOR ADDITIONAL
<br />F ROPOSED GRADES MATCH EXISTING
<br />I" AVEMENT AT DRIVEWAY ENTRANCL S.
<br />HANDICAP ARF%TO BE ADA CCi--PLIANT. SLOPES SHALL NOT EXCEED 2.03M INANY
<br />9. FINALGRADING. MONTH 3
<br />10. PLACEMENTOF FINAL LANDSCAPING ITEMS AND SOD. MONTH 3
<br />REQUIREMENTS.
<br />IJ. SITE CONDITIONS BA3EiD UPON SURVEY SUBMITTED BY
<br />'vONTRACTOR SHALL NOTIFY ENGINL ER
<br />DIREOTTON IN TRISIREA.
<br />11. REMOVAL OF ERDS'")NI CONTROL FENCE.MONTH3
<br />OWNER. FIELD VERIFY EXIBTiNG CONDITIONS BY DETAILED
<br />iINSPECTION IORTOSUBMI7NGBID AND BEGINNING
<br />II'DISCREPANCY OCCURS.
<br />'
<br />HIN ■ -0-1 PARK10i' OrVAIL
<br />��■� �
<br />rGai!mNDtTyaa■■
<br />OU
<br />C.CRTON.
<br />FIELD VERIFY SANITARY SEWER SEANCE CONNECTION
<br />INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR
<br />E'1SCALE: V T 10'
<br />SUBJECT PROPERTY IS LOCATED WITH IN "ZONE X' ANO IS
<br />SPECIAL NOTEI
<br />LOCATED W!TNIN AN AREA DETERMINED TO HE OUTSIDE
<br />D. COORDINATET WITH OTHER SITE RELATED
<br />COORDELEVATINATE
<br />- FIELD VERIFY SANITARY SEWER CONNECTION
<br />NEENAH R -ISLET (2.4 SQ. UDEN
<br />THE 500 -YEAR ANNUAL CHANCE FLOODPLAIN; PER FIRM
<br />DEVELOPMENT DRAWINGS,
<br />INVERT PRIOR TO ESTABLISHING FINAL FINISH
<br />H
<br />AREA MIN.) INLET WITH
<br />MAP NUMBER 271e3C 013SE.
<br />T SITE
<br />FLOOR ELEVATION. REFER TO SITE UTILITIES
<br />ANGLE
<br />NEENAH R-4899 ANGLE FRAME
<br />-TI
<br />-�+i VAAIE9� WN
<br />MTRi-eFdf14'_CIt'
<br />F.M.
<br />r
<br />)dm
<br />1 S CO
<br />�l I .4 S'
<br />- I
<br />t$f3.Sf;'f
<br />{ 933
<br />- ----------
<br />i
<br />i
<br />3
<br />..- 1
<br />A
<br />Is 441?fl -�I �J_ I
<br />7c�, _ e
<br />AEP 6 SN4
<br />U GO
<br />O'Reilly Auto Parts,
<br />117-C)rmz
<br />�B;.3• SVW-
<br />SD PT = 7,697
<br />ROORZFVATM. 1 3,0'1Fr E ON
<br />�1FI:DEEt'7�ti S}IEE`f570 L(- 1'W,00)
<br />_ 993.36 SW-
<br />E
<br />I T'
<br />E
<br />9-3 83 PIPVT
<br />TTo ' 99.5 F JT�.1 2T
<br />119' • P�
<br />922.5 TC
<br />17'12.0 PV
<br />SITELoNTROL
<br />RIBBEDPVC
<br />HANDIL'1,P
<br />II
<br />' V -i £i -IRR✓UICAS
<br />PARKING ARFA
<br />II
<br />SEE DETAII, 213°
<br />4,
<br />M iE w
<br />1r
<br />i
<br />I
<br />cr
<br />, �
<br />00
<br />9316m- ,11
<br />114
<br />ILII
<br />R
<br />E•d GRADE GD
<br />CNWCREIE OONC
<br />SyVG TOP OF CURB ETC
<br />■0d72NG GRADE EGD
<br /><ISTING PAVEMENT EPVT
<br />9,
<br />1 S°
<br />Tet-.,.: 6 BASIN 0EY,44iL4
<br />-5 _W
<br />933.96 Sr -
<br />1
<br />f�
<br />93.21
<br />0
<br />TEMPORARY ERC91ON
<br />FENCE
<br />0
<br />W
<br />LL6
<br />E
<br />I T'
<br />E
<br />9-3 83 PIPVT
<br />TTo ' 99.5 F JT�.1 2T
<br />119' • P�
<br />:� 25w wX7 sa, W _ - �� •- ary B32.B SW APT W
<br />- - 832.1 LPVT 4
<br />-- r(
<br />N
<br />1 :-'E 11RAWN- 1 ��LAN -0 as o as n11111111111 1 1 pa
<br />S!W '
<br />`932.5 ETC
<br />932.P EP'vT
<br />4'x4' CONCRETE
<br />INLET !ATH CUSTOM
<br />TOP UP. ALL
<br />CONCRETE TO BE
<br />MIN 3,000 PSI AT
<br />28 DAYS ALL STEEL
<br />4T' TO BE 1y a 60.000 PSI.
<br />Nc,n'- END VI -M7
<br />1- N"_TC.NB. SNEMTIR7iD 4.:TH F1OlIG :1 �IINNJ: T3.
<br />scALE. Nor TO SCALE
<br />F,T
<br />^31.6'
<br />916.6, VAREU'a TYP66OFOUTL-r!i,TH
<br />WATENIICz'.TP
<br />?_':: PTEP3 FIR:
<br />A03, .'.
<br />SC -.ED11L.40 DNV
<br />VICINITY MAP
<br />u}uca WN
<br />'NO SCALE' AMR4 y�
<br />N wffl SIT srx MEE
<br />x
<br />sr 0
<br />T�72�
<br />Ir=C
<br />I NFL I
<br />c' CCCJFIGnTEOI'VG
<br />922.5 TC
<br />17'12.0 PV
<br />SITELoNTROL
<br />RIBBEDPVC
<br />g PIPE FROM
<br />RETENTION
<br />,'
<br />' V -i £i -IRR✓UICAS
<br />31�
<br />� LS
<br />:� 25w wX7 sa, W _ - �� •- ary B32.B SW APT W
<br />- - 832.1 LPVT 4
<br />-- r(
<br />N
<br />1 :-'E 11RAWN- 1 ��LAN -0 as o as n11111111111 1 1 pa
<br />S!W '
<br />`932.5 ETC
<br />932.P EP'vT
<br />4'x4' CONCRETE
<br />INLET !ATH CUSTOM
<br />TOP UP. ALL
<br />CONCRETE TO BE
<br />MIN 3,000 PSI AT
<br />28 DAYS ALL STEEL
<br />4T' TO BE 1y a 60.000 PSI.
<br />Nc,n'- END VI -M7
<br />1- N"_TC.NB. SNEMTIR7iD 4.:TH F1OlIG :1 �IINNJ: T3.
<br />scALE. Nor TO SCALE
<br />F,T
<br />^31.6'
<br />916.6, VAREU'a TYP66OFOUTL-r!i,TH
<br />WATENIICz'.TP
<br />?_':: PTEP3 FIR:
<br />A03, .'.
<br />SC -.ED11L.40 DNV
<br />VICINITY MAP
<br />u}uca WN
<br />'NO SCALE' AMR4 y�
<br />N wffl SIT srx MEE
<br />x
<br />sr 0
<br />T�72�
<br />Ir=C
<br />I NFL I
<br />c' CCCJFIGnTEOI'VG
<br />REFER TO SURVEY C:V;) FOR EXISTING CONDITION SYM::C„S LEGEND AN.)
<br />SITELoNTROL
<br />RIBBEDPVC
<br />g PIPE FROM
<br />RETENTION
<br />,'
<br />' V -i £i -IRR✓UICAS
<br />31�
<br />� LS
<br />LE ABBREVIATION
<br />GRF7E NONE
<br />SIDEY.AU( SW:'
<br />TOP OF'r-ALL TN
<br />TOA OF CURB TC
<br />4,
<br />M iE w
<br />1r
<br />I
<br />cr
<br />, �
<br />TOP OF PAVEMENT PVT
<br />Rliw-MUE.i
<br />RFCC4MENDEO
<br />LITO S
<br />v Lu
<br />L, ERALL Y-,GHT
<br />E•d GRADE GD
<br />CNWCREIE OONC
<br />SyVG TOP OF CURB ETC
<br />■0d72NG GRADE EGD
<br /><ISTING PAVEMENT EPVT
<br />15
<br />1 S°
<br />Tet-.,.: 6 BASIN 0EY,44iL4
<br />� I SGALd NOT TO SCALL
<br />I za 1
<br />PIAN VIEW
<br />24` NEENAH SOLID LID
<br />Ire
<br />i _ -- -- -- --
<br />RPE FROM
<br />RETENTf!I
<br />1
<br />REFER TO SURVEY C:V;) FOR EXISTING CONDITION SYM::C„S LEGEND AN.)
<br />SITELoNTROL
<br />W
<br />g PIPE FROM
<br />RETENTION
<br />,'
<br />' V -i £i -IRR✓UICAS
<br />I za 1
<br />PIAN VIEW
<br />24` NEENAH SOLID LID
<br />Ire
<br />i _ -- -- -- --
<br />RPE FROM
<br />RETENTf!I
<br />1
<br />REFER TO SURVEY C:V;) FOR EXISTING CONDITION SYM::C„S LEGEND AN.)
<br />SITELoNTROL
<br />W
<br />O
<br />�z
<br />' V -i £i -IRR✓UICAS
<br />31�
<br />� LS
<br />LE ABBREVIATION
<br />GRF7E NONE
<br />SIDEY.AU( SW:'
<br />TOP OF'r-ALL TN
<br />TOA OF CURB TC
<br />933-
<br />M iE w
<br />I
<br />cr
<br />, �
<br />TOP OF PAVEMENT PVT
<br />LITO S
<br />v Lu
<br />E-9
<br />E•d GRADE GD
<br />CNWCREIE OONC
<br />SyVG TOP OF CURB ETC
<br />■0d72NG GRADE EGD
<br /><ISTING PAVEMENT EPVT
<br />O
<br />zoulV
<br />�a
<br />f�
<br />NEW CONCRETE PAVING 84OCK
<br />0
<br />TEMPORARY ERC91ON
<br />FENCE
<br />0
<br />W
<br />LL6
<br />�O
<br />=
<br />p r
<br />44111
<br />ELEV = 931.0
<br />ri
<br />EtEV -927.&-
<br />I`3B
<br />WEW ELEVATION
<br />INSTALL G' THICK WEIR WALL Wl
<br />�A4'S @ B' F.W. DOWEL WEIR
<br />WALL INTO CONCRETE BOX
<br />ELEV- 931.0'
<br />932.0'
<br />EMSTING UNKNOWN SIZE SI'ORMPIPE I
<br />ASSUMED IV PIPE. FIELD VERIFY
<br />BEFORE CONSTRUCTION
<br />SRDS VIEW
<br />NOTES:
<br />1. BE. MALL CONNECTIONS WITH NGNSHRINK GROUT.
<br />2. I11N. J: BARS @ IT O.C. EACH WAY (A'L W..LLS VERT, HOR6 SLAB)
<br />3. INSTALL 8'THIC;(VMR WALL W1 Y4 S -.,! G' [:.W.. DOWEL WEIR WALL RTO CONCRETE BOX.
<br />4. AFTER EACH MAJOR RAINFALL EVENT OWNER MUST INSPECT WATER
<br />OUAUTWD _TENTION OUTLET FOR ZEDIME19 ACCLIIIULATION AND REMO`.'E SEDIME'4T IF PRESENT.
<br />■r3 T,
<br />c'A 0797E07110i IE'LE:Fc7�
<br />0 a: il.
<br />V 1 SClM i NOT TO SCALE
<br />SYMBOLS L,EIEND
<br />REFER TO SURVEY C:V;) FOR EXISTING CONDITION SYM::C„S LEGEND AN.)
<br />SITELoNTROL
<br />W
<br />EXISTING GRADE LINES
<br />' V -i £i -IRR✓UICAS
<br />LE ABBREVIATION
<br />GRF7E NONE
<br />SIDEY.AU( SW:'
<br />TOP OF'r-ALL TN
<br />TOA OF CURB TC
<br />933-
<br />PROPOSED NEW GRADE LINES
<br />I
<br />NEIN BUILDING CONSTFUIC70N
<br />, �
<br />TOP OF PAVEMENT PVT
<br />NEW POLE SIGN LO-ATTON
<br />E-9
<br />E•d GRADE GD
<br />CNWCREIE OONC
<br />SyVG TOP OF CURB ETC
<br />■0d72NG GRADE EGD
<br /><ISTING PAVEMENT EPVT
<br />EX STING SIDEW.1': ESWL
<br />r. -MUNE FL
<br />TG?OF BERM TOP
<br />f�
<br />NEW CONCRETE PAVING 84OCK
<br />0
<br />TEMPORARY ERC91ON
<br />FENCE
<br />I.'NcHA K-
<br />H-
<br />, EL' WATT Wa efNole AIIX unuu.J'aR
<br />21-P
<br />iM.9VR .:Y�'M�iRTHELW:HWF`T
<br />WRIER OF NEPRaPEr:T'
<br />B._ L=ee ILS
<br />-�-
<br />SURFACrncwARRDW
<br />Fi•isi,u i'1�
<br />fLsar �-5-� sly
<br />Comm A
<br />DATE': 532-14
<br />C1 of 5
<br />
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