|
--2-1 1/3" 80, WOOD MST,:-6' U.C. (MAX.).:
<br />_ FILTE'R FABRIC, SILT IzENCR"
<br />BAGKFILL
<br />SEDIMANTLAID.
<br />CROUiN[. RUN'-' `
<br />6i'eUUtap yz..�.�..>�u..;�.
<br />W RA E SILT ' ,'N
<br />> DJ19-:IN iA, ON CONTROL.
<br />F D,O.T. INDEX .#TD2, FILTER FASRIG.fN ACCOPOANCE 4YCT'IT.
<br />NOTES: SEC1TCiN 9B5 OF THE F.D3 O!t STANDARD ,SPECIFfGkR O &
<br />1. TEMPORARY EROSION CONTROL STPUCTIAE TO BE UTILRED OU21NG
<br />CONSTRUCTiON AT AREAS DESIGNATED BY ENGINEER OR AREAS
<br />ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS:
<br />EROSION CONTROL, ATRU'GTURE MAY BE REM OVE6 AFTER UPSLOF'E,
<br />AREA HAS BEEN STABILIZED BY SOD, OR C'6 AGTM AS DETFRMiNEO
<br />BY CONTRACTOR:
<br />2, CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BALDING OR
<br />ROAD CONSTIRUCTiON4 IS STARTED,
<br />a.)PROTECT SYSTEM MOM SILTING AND DEBRIS BY METHOID.S.
<br />PROVIDED IN DETAILS.
<br />b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL
<br />SILT DEPOSITS DURING CONSTRUCTION. -THIS "$HALO, BE DONE
<br />BEFORE SOD ifs SEEDING,& MULCHING IS FINISHED
<br />ER SI- N' RHSTRUCTURE O O CQ►RT� _
<br />NOT TO SCALE
<br />E
<br />THE FO LOMI0 L T REPRESENTS A:,BASt EROSION AND ENT CON O : PROGRAM: V� tI H 1S TO BE i} x E D O HELP
<br />L .. I a RE Iw, O E A SEDIMENT TR. L , � _ ICE. AHEhI�IIW T 4
<br />PREVENT OFF -SITE SEDIMENTATION DURING, AND AFTER 004STRUCTI A`>i OF THE PROJECT:
<br />PERMANENT ERO-SION ANTSEDI ENCONT4QLM ASURESSHALLEE NS AIL:E.. D AT THE E i1EA�T. PRACTICAL TAE CCN
<br />S S NT
<br />WITH GOOD CONSTRUCTION PRACTICES. ONE F THE FIRST C ONSTRUM- ON ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT
<br />AND TEMPORARY EROSION. AND SEDIMENT O. 9 MEASURES AROUND THE PERIMETER OF PROJECT INITIAL WORK
<br />tR SIC ..ETC fA.E EI21M ielE EC 'CDR T; IE L
<br />AREA TO PROTECT THE PRO ECT. ADJACENT PROPERTIES AND WATER RESOiJRGES;
<br />TEMPORARY EROSION AND SEDIMENT CONTROL. MEASURES SHALL BE C06RDINAT 9 Willi P 3AAi3ENT MEASQRES TO ASSURE ECONOMICAL,
<br />EFECTVEAND CONTINUOUS CONTFZQTHROUGHOUT THE CONSTR:1C"ON FHASE. TEMPORARY- MEASURES SHALL NDT.. : TE:
<br />CONS- tfCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASVRES:-:
<br />FROS40N AND SEDIMENT CONTROL MEASUAEa SHALL K. ADEQUATELY MAINTAINED TQ PFRFd}RM, THEIR INTENDED FUNCTION DURINd
<br />CONSTRUCTION OF THE PRQoECT:
<br />NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT Or BARRIERS SHALL BE ACCOMPLISHED PROMPTLY
<br />SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL .THEY MUST BE REMOVED WHEN THE LEVEL, OF DEPOSITION
<br />REACHES APPROXIMATELY dNE-HALF THE 14EIG14T OF THE BARRIER.:
<br />IM :A NCO i O ' ',.' MATERIAL. FROM ENT. TRAPS SHALL T.BE ST CKPLED3 i# L?i•�POS D,RSf IN A Hr1i�N R S'r"rl9CH MAKES THEM R AiiILT' L 4 In AIE E E
<br />SUSCEPTIBLE TO BONG WASHED INTO ANY WATER R BY RUNOF HIGH WATER.
<br />_ I' N. CC?U SiL RU . SI OR v
<br />ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE 09ESSED TO CONFORM
<br />TO THE EXISTING GRADE, PREPARED AND SEEDED.
<br />F ': MIN SIDE. "SLOPE
<br />flNOkiTU'RBET$ ca p PER tOSRI
<br />EAnj (m) :. FOR SHORED POR :{OPEN REOUIREMEN'Ts;
<br />TxENCI s TRENCHES
<br />EXTENCIM:T0
<br />TKIN AWAY (D 0
<br />PER 09:
<br />PIPE OUTS] 9E D1AhfE.TI I ORVERTU.. CONOUPC 51�
<br />PIPE SPRING LINE OR CF.H`. TEF NE
<br />OF VERTICAL. CONDUIT SPAN
<br />NiNJkN :
<br />UR #fOR!?G1NiAi
<br />CDlOLI3T SPAN
<br />MINIMUM
<br />SIDEWALL-
<br />CLEARANCE
<br />ADDITIONAL
<br />EXCAVATION
<br />DEPTH (1)
<br />(INCHES)
<br />,,. A JIRM, }'
<br />S (INCHES)
<br />LESS TI Mr 24 _ 12
<br />12
<br />2+ AND Gk%EATFJT 18
<br />1B
<br />(I) REODIRED WHERE UNSUIFABLE MATERIAL IS ENGRODUNTF_REE
<br />a.
<br />a OPEN TRENCH MAXIM
<br />VERT .. WAD. HEIGHT
<br />PER OSHA REUUIREME1
<br />PR E< OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN
<br />ZONE
<br />ZONE
<br />NO,
<br />9WE
<br />MATERIAL
<br />COMPACTOR
<br />T
<br />I7NAL awl',
<br />AS VM,10
<br />MODIFIED, PROCTOR
<br />MAxIMIAM DRY
<br />INITIAL DAM3tFILi
<br />HAUNCHING..
<br />oENSDY'..Am
<br />WHEN UNDER
<br />PAVDAiNT)
<br />14,
<br />FOUNDATION
<br />TRENCH WE NOTES:
<br />dFINAL BACKFILL SHALL BE INSTALLED IN LIFTS KOT EXC.IMOING 6INCHES, LOOSE MEASUREMENT, REFER TO ADDITIONAL NOTE 1
<br />I N3 I T EXCEEDING 6 LOOM M ED ENT, LIFTS SHALL 8E COMPACTED BY HAND
<br />I� IN61AL BACKF LL $I1AU.. BE INSTALLED I L FTS NOT EOICEE N i`HCHE.e, ;zASUR ALL
<br />TAMP€ G OR AP V MEHOD O MkNAMG�TAMPING. RUE* TO. D iONAL NOTE
<br />IN ITS NOT CE£D 6 INLI LOOSE UREM LIFTS S ALL BE
<br />HA CH€NG SHALL, BE U EX PIG, t,IEAS EtTT, ALL N UN E8. _
<br />P . : S UG UP E ll.Y.:UN S DES F THE -:RIP€:.
<br />CQht C D BY .ANO'TAMPING; HAUNt:Ofl. Ra� ^.GLINT HT 01ka BOTH 51 O
<br />A TE . H iVG H
<br />..,G - A L
<br />€ A ET Y 0 TR fDt N IN 6 INCHES L E M WENT AND... BE
<br />4 BBDDICdG SHAI:L BE MST ,+y�. TII"iYAT LF€S NOT EXCEEDING SMALL
<br />C� id�I,a._EI, _w..�NCiillsi iIGH
<br />OF. THE. PI BY EFEP T}R MECHANICAL, T E, L FROTAERLY *aHAPEB BELL HOLES SMALL 8E T XCAVATEG IN THE ISMING TO, 06iMIT ASSEMBLY
<br />T PIPE R F R U At»fltdNAL ND E :� OF THE. PE E E T
<br />NATtVE, UNDISTURBED, MATERIAL. IN QWftxTPs Y WNAIERED TRENCHES MEETING' THE COMPACTION AND MAMRIAL RMPREMEW78 FOR t�NAPACT±`,D
<br />NOT R EXCEPT F SHAPING. OF 7 : -. AND RE RE U BE�OIND WATER ,NEfBO U BE REPLACED U REWORKED, E EITf FOR. !� BELL HOLES WHERE REFILL NS Q IiiED.
<br />FOUNDATION SLALL BEREJfl1RD WME IYSlsTABLE M_ATERIAL IS ENCOUNMRE01 POUNT4TION $HALi 13 IN ACCORDANCE WITH THE
<br />'
<br />G€LIREMI7Ni"s OR 9EbDIt 0, R£FER TO A9NTiUNAL NC7D 3.
<br />RE E
<br />ADDITIONAL NOTES:
<br />T. FOR TRENcE'S 4I'9::' CUt,AR Tziiir'IC' AREAS OR BtNEATH SURFACE IMPR(MEMIENTS (Eau, SLABS, ASPHALT, ETC) SEE CONT•RACT''SPECArATIONS FOR -
<br />ADDITIONAL: CLT, ACTION REQUIREMENMSEE DRNMNGS FOR- SURFACE WPRO:VT;fEI4T AND. /OR RESTORATION OUXL5. WHERE APPLICABLE,
<br />2. TRACINGWNRE SPIN I Bk INSTAL I EO' it#I 7 SIDE OF' }iE:'PIPE AND ATTACHED `TO THE PPE EVERY IV W1 A iNYLON WIRE TIE> IF THE .4VIRC IS DAAIAGEO OR
<br />NEEDS TO BE .EXTENOED A 3M WATT RPIV0 T'tP LIP SF UCE 'SHALT. BE INSTALLED TO REPAIR THE WRE. THE ENDS OF TILE TR 9G MIRE SHALL BE
<br />ARUUfif T UP N3 ,VE BOX ON Tw. LINE AND AT THE HYDRANT VtA,VFS THERE SHALL BE A MINIMULI COIL. OF 3' LEFT ISAi15ER THE VALVE BOX COVER:,,
<br />THE: WIRE SHALL T STED TO: VERNF(.CI?NDT,I(;fIVfT'(„
<br />T. N LOOSE' M U AC - i :, T 4:�;. DE 1 T C L 3 T THICIEI4ESS£S Q 1 INCHES O £ CEFF LE N iREN?u!i ZOtHES 2 ATti3 5 8T H FI'
<br />AL RNATIVE LEFT _ , N70 INC. Ek5 PELIEATF, ARE At3 PROM _.
<br />,. 3 . ,., )
<br />THICKNt:SS Di�S NOT #£EEI'THE MaaC,aVUMI, VALiIE acOMMENDEk} LH s4lil:tt3f.`. BY THE APPEIOak3l.E Par�E' I.tAtdUE'AiTURL"R ApyC3 2) FL6N1S TFSY i$ESTJL'f5
<br />GDNPIRM THAT THE SPECIFIED COMPACTION' REOUT EMENTS ARE BEING MET:
<br />VALVE
<br />4'
<br />QOMPAGFTE fOOT
<br />` -WIDTH OF EBEDQI,NG EQUALS
<br />LAYING WIDTH OF VALVE +12"'
<br />(fa" BEYOND EA SIDE).
<br />NIQTES:
<br />I, EXTENSION OF VALVE BOX SHALL: BE SET SO AS TO AESER'VE I/2 OF THE ADJUgMENT
<br />LENGTH FOR FUTURE USE,
<br />2 VALVE STEM EX EN50N(S) REQ'D TO MAIRTAN.T DEPTH, TO OPERATING NUT ON DEPRESSED
<br />MAIN . 136" OR MORE COVER.
<br />GATE VALVE BOX
<br />NTS
<br />Ce fP3RAA 1 cm, ?.W W, A i �'f k EiR:
<br />t, ° Y 4PTRs a {,F4lt`P�i`i's 9 Fai$ABCw:yf�{td: dA'Yx'xR.
<br />� 6F.P '# -
<br />NBdt1 HtIRIZ'ONT'A"1LS RA'nON EXISTING
<br />%MLM
<br />.......... ..... ..,.
<br />............................. .....
<br />,rerz�
<br />_.tease*
<br />h
<br />I'i�Yi.S�Y<�� [">�:..
<br />R"'-'3`LI:'3� i"U'•v;i.ii=., 3-4 jxi
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<br />r'-�': t - I a �
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<br />i
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<br />x•,- .
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<br />e
<br />((
<br />{Zl:#fi .kT'-,+ ?.ai4_ ,;f%: '$ 4TidaA M„i1" $'. $° SCik.y�.,>'o-£,% :Liz WS gW: W Tw--g--itTfiA`xt- €,k,,'A
<br />L"si„% E'u4V
<br />VALVE PAD L
<br />CITY OF ZEPHYRHILLS: ME'iEER BOX
<br />;r CAm-LOCK FEMALE SEE EXHIBIT W-17
<br />ADAPTM & DUST CAP
<br />I I �� �,/ I ?//�
<br />VALUE BOX �.
<br />�
<br />zf
<br />CONIPAOTED SOIL AS
<br />PER SPECS.
<br />4 INCH GATE VALVE;
<br />RESILIENT SEAT W/2
<br />INCH SQUARE NUT &:
<br />EXTENSION STEM.
<br />SEE EXHIFAT W-3:
<br />THREADED 2 INCH
<br />BRASS/SS 99
<br />ELBOW
<br />2 INCH BRASSfSS
<br />WATER MAIN REDUCER AS REQ'D TAPPED PLUG I
<br />-
<br />(RESTRAINED) (RESTRAINED)
<br />N
<br />L ALL BRASS/VA1NL ESSS PIPE AND FTFTTN; S SHALL. BE THREADED SCH. 40.
<br />2, CAM LOCK MALE ADAPTER•& DUST CAP SHALL BE ALUMINUM/THREAOED
<br />I ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE :FIELD.
<br />4, DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET SLOW -OFF :ASSEMBLY
<br />PLUMB.
<br />BLOWOFF ASSEMBLY
<br />NTS
<br />CITY OF ZEPHYRHILLS
<br />DECEMBER 2016
<br />STANDARD SETA LS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLB, FLORIDA 335dti:.
<br />W
<br />PHONE (613)780-0029 FAX (Bi3)780 061J
<br />�
<br />--GORPORATiON STOP (FORD BRASS)
<br />SERVICE LINE, SEE
<br />PLAN FOR. SILE'AND
<br />MATER� T? PE
<br />FLORA!
<br />ADAPTER AS
<br />REQUIRED
<br />WATER
<br />SiZE OF SERVICE SADDLE OUTLET, CORPORATION STOP,
<br />ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE
<br />UNE SIZE UNLESS NOTED OTHERWISE..
<br />POLY SERVICE LINES SHALL HAVE PLASTIC INSERTS
<br />SERVICE TAP
<br />WS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLs - FLORIDA 33542 W-9
<br />P't (813)780-0029 FAX (813)''f$0-INi1S
<br />9
<br />UNWSTU m W
<br />eARnI aEARI+c AITEA EARTH
<br />AREA
<br />#EzNDS PLAN TEE PLAN y
<br />CROSS PLAN
<br />z THRUST BLOCK-Gtlt}UEN4F`SURFACE j.Pit
<br />tiu �
<br />okm
<br />BEM AREA,
<br />t K
<br />MIN
<br />ILLUSTRATIVE'SECTIQ14 Bi os; iN SECTION
<br />REACTION:BLOCK€ NOTES
<br />A. BASED ON;150 PSI flRE53lRE.k ISM PSF SOL REARING VM.IIE. 2.0 SAFETY FACTO?. WAM TABLE BELOW THE THRUST' BOCK. VO#Mk BLOCK FACE, AND A LONOM
<br />TNICxNms or is INCIM
<br />B. BEARING AREAS FOR, PLUGS SWSL BETE SME AS FOR TEES..
<br />G, FORM REALOON FLACKS TO KEEP CONCRUE CLEAROF. JOINIS AND BOLTS.
<br />b. REQUItEG`IREACTION. BLOCK HEARING, AREA SHALL BE PLACED AGAINST UNDISTURIO 011BRL4. WERE TRENCH WALL OYES BEEN iHST'URBEID. VC-AVAM ALL L06SE
<br />6A ItR AL AND FJSIEND REACTION BLOCK TO VNDWM D MATUML
<br />E. PLACE PRESSURE TREMED WOW WARDS IN FRONT OF PLUG, AT TEE. CRM OR. ENB OF PIPE BUM MIRING COMMM R£ACRONBLOM
<br />F- BABA: +LL. cmw ENBRELY OF CLEAN $AND AND ROM FRWAVM. AW i1M 000UNnRIED SNAIL BE RBfM.M MM BACKFGL COMPACTED TO 0 % MOMMO
<br />Moe" --i#AiliAlL.i wr BLnSR`r, AMM Dt557;.... _....
<br />Q NOT USED,
<br />H. COWMACMR SHALL NNE FLORIDA LwENSED ;?RCFUSION& OM43M VERIFY ALL THE RM-11ON BLOCK SIiES:SkMW N THE TABLE ABOVE.ARE, ADEALM FOR ALL,
<br />VATI1'IIG SOT. CONDITIONS ON 7TiC :COT, TIZ ROICTDRS IIADINE SHALL' A SKSVEO AND PlRl1J COME PR3DAW INDI:ED STr1F THEE 1TL8T ALL. REV, P Ot! BLOCKS 4DIGI
<br />WHCHVIERR ACCOR STR 1IGE Tiff WR4CtETA S ('T FOR TAIGA: ABGVE' OR Ili WITH THE � t>F THE CtlNTRACiCzk'S F*ROFF,SSOtlAl. ENGIP R,.
<br />WF9Ci�VBR:. ATE MtH2E STRRNGFSff. CONFRACTOR'S COSf i�R MEETING THESE REQt3LHEMEIa45 SHALL B NCA.ilOFT1 N TtIR BID.
<br />TYPICAL REACTION BLOCK (THRUST BLOCK) DETAILS
<br />_ RTS..
<br />CRT%" OF ZEPHYRHILLS'. D CEMBER2015
<br />SHAD nARD DETAILS
<br />CITY Of aPHYRHILLS UTILITY DEPARTMENT'
<br />39826 ALSTf,IN AVENUE ZEPHYRHILLS, FLORIDA 33642 G
<br />-
<br />6A
<br />PHONE (813)780,0029 FAX (813)760-0813
<br />'sue
<br />■■eE«��It��ss�l�'s€1lwf
<br />c
<br />':•iiil6tRRl�•�II�LS!t.'.5'J��3•di��Ri�•iFiO..�'+���
<br />��.S.YMC.
<br />Ash
<br />TYt>iCAL SINGLE' SERVICE 1 INCH PE TUBING
<br />(NEAR SIG0
<br />3 INCH PVC OR HDPE
<br />oY: T INCHPE LUNG aI SLEEVE (BLUE)
<br />R/W SIDEWALK /,�•
<br />-'-:®.. . ..-.. »:. � . ®. � . _ , � `,, . ,_.: _.. ,-..::®. ® _ , ®. . -'•WATER -
<br />LUPIN
<br />SERVICE SLE Ak
<br />2NICIR PVC OR HOPESLEEVE, 1,
<br />Ci ti
<br />2-1 P.E. SERVICEI INCH PE STORM
<br />LINE (FAR SI j ICE EWES (FAR SSE) STRUCTURE
<br />SiI)£W#LK
<br />TYPICAL SINGLE d i
<br />SERVICE i TYPICAL. DUAL SERVILE: SHALL,BE USE TWO (2 GLE'SERVICES 'W14EN
<br />(FAR SSE) CONFIGURED AS 2 INOW SERVICES IN SiPARATTLB STORM STRUCTURES
<br />SEPARATE :SLEEVES.
<br />METER TO BE BETWEEN 4 F'G & s FT STAKE TO ;SHOW END LOCATION TYP': TWO
<br />FROM BACK OF CURE, PLACES (MARK TOP OF CURB WHERE
<br />S FT PPLII ABW (RECORD STATIONING ON AS-IHUILT
<br />MIN. ,,'
<br />ROADWAY
<br />3
<br />4 CURB S/W
<br />C fSOLATTGN VALVE
<br />BLUE HDPE OR PVC SLEEVE W/SOLWNT
<br />WELD JOINTS (MINIMUM 3 FT COVER) WATER DISTRIBUTION MAIN
<br />NOTE_., - CORP. STOP (BY FORD BRASS)
<br />1, SLEEVE SMALL BE SdENDED 24:INCH PAST ANY PAVED SURFACE WITHIN DEDICATED R/W.
<br />2. EACH SERVICE SHALL TERMINATE AT.A LOCKABLE CORP. STOP 81"LL 8E BURIED APPROXWTELY 6 14CHM
<br />BELOW FINAL GRADE ANDSHALL BE CL•Ee++R .Y MARgdD WITH A 2 INCH x 2 04CH x 18 INCH SLAKE WITH
<br />THE TOP PAINTED BLUE AND MARKED WITH THE LOT(S) .NUMBER SERVED. THE CORP. STOP SHALL BE BY FORD BRASS.
<br />3. STAIIOMNG. NOT REQUI LED IF ,SERVICE IS LOCATED ON LOT LdW -
<br />4 18 INCH MIN. SPACING BETWEEN SERVICE TAPS ON WATER NAM SHALL BE MAINTAINED.
<br />5. A WAR SIDE DUAL SERVCIE CONNECTION SERVIGNG MORE THAN ONE RESIDENCE IS ONLY ALLOWED
<br />WHERE RECIINIIED WATER SERVICE IS AVAIABtE
<br />6 SEAL 00 OF CASING SHIAR TO EXHM G-7.
<br />RESIDENTIAL SINGLE METER SERVICE (NEAR AND FAR SIDE
<br />NTS
<br />CITY'` OF ZEPH RHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />30826 ALSTON AVENUE ZEPHYi2fHILL.S, FLOFUDA 33542 Wm9A
<br />PHONE013)780.0029 FAX (813)7S0-"13
<br />R�NOEIS t1siT>rt
<br />_ _._.._avaa
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<br />OECEi ER 2015
<br />CITY OF ZEPHYRHiLLS
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<br />STANDARD DETAILS
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<br />APPROVALS
<br />room Know whaYs below.
<br />L Cull before you dig.
<br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES
<br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE
<br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
<br />ITS REPRESENTATIVE THE CONTRACTOR SHALL
<br />DETERMINE THE EXACT LOCATION OF ALL EXISTING
<br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
<br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
<br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
<br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
<br />ALLUNDERGROUND UTILITIES,
<br />NOTICE:
<br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY
<br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE
<br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY
<br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS
<br />ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR
<br />OF ANY OTHER PERSONS.
<br />COPYRIGHT 0 2018 ATWELL LLC NO
<br />REPRODUCTION SHALL BE MADE WITHOUT THE
<br />PRIOR WRITTEN CONSENT OF ATWELL LLC
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<br />DATE
<br />02/07/2017
<br />04/19/2018: CITY COMMENTS
<br />REVISIONS
<br />kv
<br />0 088
<br />STATE OF ��✓
<br />u Ini?��``��
<br />BRAWN BY: AS
<br />-NECKED BY: DG
<br />aROJECT MANAGER: DG
<br />OB #: 16002627
<br />:ILE CODE: ##
<br />SHEET NO. C70 A
<br />
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