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Police Evidence Building - 106 N Riverside DriveLo POWER POLE ''F I_5 8Y 7- A% [ i 17 NOTE: _ � 5; FOR WALV-S, DRIVES, RAMPs At46 a- STA1rLS CI+..!IRcVC WtTl,( SWEET " SP FRC:)M LAST VOLUSIb EK+GI!,+EERsNr, INC. SLE- SRT, /,►- 3 Foz DE i b.tLS _ loin POWER POLE 7(a` i R&PAP I 01 � GQIPi1aQ GR�►4D P�1f� __ _-GRQ►Ij Dn.�2 f l -- -_ -ra 6—T--- -- - -- -- A6 Go L C} i31 � T- I LET WOMEN c N1 I �-r � R R a rsl►Tc o 9 � J L N- R.,0 R,-\'T 0 R Y 2Iv 'zII �l - -_ m (D C t-b 3�4'~ y I =;Q -I M DET, OFFICE DE T . OF ICE ` F1 ='L�Nit l7 I � DE T . OFFICE DE T . OFF(CE --� — '�--- C a_ 4Its- 10" 7=4` 3' 4" 10 �" 3-4` S'-d` I 744 — - - 'A/&TEfZ P000F[NG FoQ t,2EAS 1!SELOW FIHIS4 GRdI�,E- To ZEE AS NOT"Eh oN bETL'ILS/SECT(0NS I Akb 2 OF SREEi I K3TE; USE PZ07ECTIOtA BahQb WItEZG i2FQWRE� TO PI2EV EN.T TEAZS bUJZIN G 3,�CKFILLIW C . r NOYEs COi2.Q163Z 2o9 To 3E I - "OBIZ F1 [ZE - 2A7-ED AT W&LLS ANb CEJUKG C LSC 26 -3-G. { CO2Q1 bOL STUDS T'p bE 2x 4. 5 Ai (G * c)N CENTk`QS kfl T H 1/Z4 TYPE "X' FirZECODE GyP. ao,.fLiJS ON ZOT4 SIbES , FLOoV_TD PIZEC.L-ST LONC[ZETE r_aOF S T 1ZUC T- INTEMOQ F)MtSHES OFb,LLOFFICES To BE FLLME// SMOV-E ZbTED C L & S S A, 13 OZ C ( L S C 2G- 3.3.2� - FLOOP- FIN I SH OF COZZID0Q SA&LL aE CLLSS I &fZ NCJi'S t KbI C&7E S " NOT , PA CON ► a&C T " IN61C&7 S booR NLJM13ER JNNCATES WIN00`,+1/ NuM5ER SEE SfAF-ET a S. I , S - 2 AN b S -3 FOP, �l-L. STRUCTUi21-.L bs,A,l?.���iAZNSlDKS ANb SPECIF'tCATiQNS - fo! tNb.C� T C R00&1 NIUMI'!5ER 1$t FLOOQ co.00 INDICA► ES F[W Sit F1-001,, �:LP_VA"r(oN n) M W 2 W N 3 �? i- > < W dcf) M o < W o z z a i w W ' � 3 E-4 Q Qd V W a Wx o V ~ W _W J � UZ Ca J -! u h! kd w lit __j �► l -- '11 'a CL SHEET NO. A-1 OF 5 1 i TI"Z- 71 "' 7 T:1 MM i i . a i., ..e . a ._. . 77-M ➢ -71". T..-W INS-T7T.-Ji n - wr T1 Rl ff^T,.. _ r. - . �'7 iT7F� 7'_ T -- -r T T7 TT 7' gOTES WVAC CON T ZL Top To SUPPL7 0 E14EZGY CODE CALCUUI,T(O ` SHEETS 154SEt opt T4E U91T5 7141S CONT2dCTOR PQOPOSES TO I N. S s &LL.. I✓LECTIZICA,L CORTFeACTOZ To SUPPL`J CtIFY W1 TH L0,.bC&LCU1.ATi0NS arch PL.KEL. DETd.I LS FotQ &PPfZC>VA.L . ELECTQ I C CDK T CzhCTo3Z _rO SU PFI -Y AN b INS i d("L 14Eb.V/ LL)Tf SURGE SUPPRE55oP_ CH EC- W fCITy FCC MA. V_ E .4 51 ZE . PLUMr6ING COMTW&CTOR To SUPPL-V CITY W� fZISEIZ bj&GEANA FOIZ &PP2oViS L PR(OlZ To COMMENCEMC-:N I OF WvZV_ - K1TC"5_PK SIN14.TO 13E STAINLESS SiEEI. 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A1,NGEP 1QECEP i LLCLE IZECEPT,LCLE 'OUKb FAULT INT'EIMUPiOR M P U TI` e CLJ-S LE CXI ► L E T MPUTEZ rill T LET' wIGIZOUKb LOC&T Eb &SOVE CouN T EIZ 14EIG14 zPOSE OUT LE T - W&iEQ 9EAiE2 (26 GAL-) w w e CoNbIT10mEIZ IM CoUnITEQ FoZ VibEo/CAmb e4 �ETECTO e MCX)NTEb EXIT LIGHT W/ F3d i l ETZY F3dCk-UP. b,T ZECEP ► I OR COON T ElZ C bo02 I PH O K E CLJEN.E 3C9X Ct'i APUTEtZ C,&,FN E BOX La� EL.E CIF-2 I C C&BLI~ TAX N V W W z t W FW- � < W _ o Q O ti q .r w E"' a w 3 H 4 V 4e Ls:, cc ENO ►�-+ x x wV a U_ 0 U U us _O W J 1�_ 7 I.- Occ � i d +s SHEET NCB, A-2 or rr I Zx G CAP PLATES TO BE FAS - -- ---- TEI,IED WITH IGJ GALVANIZED SPIP-&L N1�ILS 2K 51' A.Nb 2K 120 To BE FA STENE'L 'M POSTS WITH G&I_VANIZEb 1�2"+ CAA QIAGE SCLT.S 49b G'ALV. W4SUEQS . SAME Wj 2Kd 54LUS TER5) 2.. `4 M � l I PSR.ACK.ET G3'-d oN GTZS 2x2 P.T. M&LUSTEV-S 4pe 4 P• T. Fla S ► S o. G' o. c i ., (n 2x � i?T. FwosZ [3odctDS / s 12, 2 RAMP SECTION 7 2 x G W odb (P. 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T PARTIAL RAMP ELEVATION 5 1eE.�►i1D OASE MLAXE 'CAI.E I o" 2V. Q RdILS AA 2x12S W12A5 OECD SUPPORT STV_jr aEZS TO 11E MSTEN Vp T a poSTS W tiu V2" GdLV- CAV_;�IAGE I3bbT s W/G&LV. WASHE)zS. Foe METAL bECV, l9 PooF SYSTEM SEE SHEETS S -2 4 S-3 Z,(4 ZCOUSTIC L.A`f-1 N CEILIRG TILE IR SUS - PEN DE b G 2 tia sySTE-M WI T N Z-30 FIBER. - GLdSS BATT INSULA- Tiori . (SEE SEC. 3, I x2 P.T. FUV-ZltiG ST21PS SPACED Ai !6' oK CEN T Eas. '0 )/2' DQyW&LL OVEV, I x2 PiZESSUZE TZtA- -TEb FUIZF_11,�LC- ST V_iPS, Fb.ST E t l E D TO CORC . t!LoCV_ MASDKZy 3�d.S?`1RCaFoAM SNSU- L&M O N T3Ud2,DS 5ET - W EEN FL QP_f 9G- 5 T IZ! P5. �HOLLOW-COPZE PiZE- CbST CONcRCTE PI &NLS �FCAZ bETAILS AN b SPECS- . - SEE S' ZBCTUZ&L SAG-ETS) col 1/2" FUZECODE ` X t i GyPsUM R)cwzbs FAS T P-rAEb To SuSPEN - bEb Gklb 5YS T EM PEIZ MLN U FAC T URER's SPEtIF1CJSMON S, (,SEE SUSP. D T L . I oK SKT. is-1) TEXTLJ 2E16 STU C C O WITH Wa T E RMOOF 13b.SE Co¢ T . 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JO[NTS, CLEAN+ Rld� C 4r., PLA51 ER , 54E;ET ReOCI VINYL WALL PAINT. RtOlk VOOopW6RK -1C. INT., PItIMER, i CLEAR- IC. ALKYD P.ESIN PEKETR K E T,F 5TAI K I N G- Z C. A L IC Y n At D PRIMER, - 3 M IN. IMMERSION I K OR ST014.E, CLEAP. FIN.- IC -OF D FLOORS 0% STI hS zi Ic.aPIKes"J.- n ft -r Q _ AM a n I r etv b= Q c r ILL , Lc.. MLJV 2C. ALKYD n otitL►Ro. 7 1111111�11 Lr REVISIONS my J tom- M -- D N Ali 2 , O 4 1"41 L� SLfC i/ O N A - A P'' -4 + � EL 11,2 5' S C 7- i 1'1+ .`. o r 2" 4♦ ' \ \ l y 7WIN ot6 • y �i , lEL L ariRau 'L T FZ CF �`.4 ` 1` A y SA)awy I b5 Ito 13S � II - LN_ � ` ©, K TRH' C ❑ Tl5'� E - O CEDAR TREE" 1\1 L) M BE flu eES 1 I3j!5' TF f-tc-" I z epz el P14? 7- . L)/ R 1" 1 L 76�.rF 17, G u y Xr $ sue+ 70 PO (ALSO '+) 1 r, 9 P. T P M E S ,5 J R 6- 7_,1r � AT 6 D 2 P� >< PO V, F P a w •� ' D5 Down .5%Ddr U l/ 1 D A/ef. ig- /l• lam' -r y Lo J ,4 �r leTELB NtwE POST 18AL-20 - 24 x 3Q 0 ,X_X-,S 77A" /L`ACY,47 0A] mrAo.4,A! !WbK vt BcD ' •� 6ALL46 z9F -, , rf A1V 7o 8E .r .A Awl )c2 re 3 / 7t A4;2tK. - X6$/rK L . SEE a4k e a- 7x.14,. I 015TA 346/A] A L`• X J � f.- : � .�l J G �E� .r. S P17,,,A z T- r 8 I r I C D i"1C, l - ZS AMP 1 T. oaT� h -----� I o - A 7; f# /V P LJ F, >f . SGA,C.� T J 1 r � ' 7 r„ �' �.�'7�'�G��.� � 7�-l� til�dti/ �l�l��C'?• ��J,�l�'� ���T��l i 2 � ; j , a ' LEGAL DESCRIPTION !Beginning at a point on the westotly line of Riverside Drive (The Strand), said point being 130.5 feet northerly of the southeasterly corner of Lot 4h, Assessor's Subdivision of the G. Alv'a"s Grant as shown an Map in Hap Book 3,- Page 137 of the Public Records of Volusia Coypty, FUride; thence southerly along the said westerly line of Riverside Drive 130.5 feet; thence westerly along the southerly line of said Lot 4L, 175 feet; thence northerly 129.93 beet to a point, said point being 164 fe*t westerly of the point of beginning; thence Aaatorly 164 feet to the point of beginning.. Together with., The south 70 feet of Tots .4Q and 46, Assessor's Subdivision of the G. Alvarez Great In Section 52, Township 17 South, Raoge 34 East, as per Up in Hap Book 30 page 137, Public Records of Volusia County, Florida. Together with: The north BO feet of Lot 4% Lot 42 and the North 30 feet of Lot 4S,, Assessor's Subdivision of the G. Alvarez Grant in Soctian 52, Toimattip 17 South R 34 F.a,st, os per Nap in Map Uok 31 Page 137, ftblic ReeolAs of W�l�usia County or .. NOTE: Prejeet site is only the northwesterly portion of property.AS SHOr'"4, STOK WATER NOTES 1. Soils data show soil type "63", Tavares Fine Sand to be consistent with soil borings obtained by Bechtol Engineering and Testing, Inc. Seasonal High Water table at 41 to 51. See Bechtol's geotechnical survey project #92062 (page 2). 2. From USSCS sheet 65 and Volusia County supplement, Tavares Fine Sand has a Hydro. Group "A" and a permeability of >20 in/hr to a depth of at least 80 inches. 3. Antecedent rainfall was 2.81 inches for April, 1992. 4. Stormwater Calculations are based on information provided by Mr. Alan Bagett of Saint Johns River Water Management District on August 5, 1992. Design criteria is to retain 1.75 inches from the roof area. Note that calculations have also considered ramps, stairs and walks. Area Calculations: /,� Impervious Building 1,936.08 sq.ft. �� 19936.08 sq. ft. Wood ramp, stair system (So.) 598.98 sq.ft. Wood stair system (No.) 163.00 sq.ft. Concrete Walks U.) 199.75 sq.ft. 199.75 sq. ft. Total 2097.81 sq.ft. 2,136. sq. ft, Volume required: .5 in./12 x 6048 sq. ft. ! 252 cu. ft.; 1.25 in./12 x (1936 + 200) s 223 cu. ft, Greatest Volume = 252 cu. ft. + 252 cu. ft. = 504 cu. ft. ZL Volume provided: Retention "a": V 1/3 h + a f (Aa)0'S� 5 Atop area 1/3 Q.5) {396 4-60-+-((396)(60))' � a bottom area 0.5 ( 396 +. 60 + 154 ) 305 cu. ft. :1ltl\, Retention "B": Van L X 1/2W X D a 97 ft. X 3 ft. X .75 ft. a 218.25 cu.ft. Total retention provided = 523 cu.ft.; therefore exceeding requirement. Drewdown time: Time V/(permeability X area) Area & bottom of retention "A" 523 cu. f t./ ((1.67 ft/hr) (60 sq. ft.) ) " 523 cuft./(100.2 cu.ft./hr.) " 5.2 hours GLNERAL NOTES 1. Retention for all required storage will be on site. Overflow will be to sheet - flow to existing driveway thence to existing stormdrains that discharge into the Indian River. No chAnge in off -site conditions. 2. There are no existing or proposed wells or septic tanks on the property. 3. Retention areas shall be constructed before installation of roof deck. Any siltation of the project area shall be removed prior to removal of straw bales. Any siltation of the retention areas shall be removed prior to final grad i nN, 4. baled straw erosion/siltation control shall be placed as shown prior to coannencement of sitework. 5. Retention areas are to be sodded as shown on the drawing d6tail. All other disturbed areas are to be seeded except sod under handicap ramp. Where possiblep removed palms shall be used on site as shown on drawing. 6. Maintenance shall be by mowing and cleaning as needed. Maintenance is the responsibility of the City of Edgewater, Florida. 7. Parking and driveways are not a part of this project. parking exists in other areas. New SVypna 30 }„ 1 `)- ! A';i`r �'-• ,� �,,,�ifs �►�%" AL . Lighl `, .i `\, ".�• �� ,!O s t ' r • '• '' . • Z San,: Pt ► •' � • " [r io C. 31 = s { ± I • ' • 3i . 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Z�,iC j%AV Aefb e�,F AM # 64RA4it iZ�14 Ajin _6 - __ __ L) SG'AL :MA '= /--404 Perma-Span Secondary Pour ., • ' •� 3jfq Bezkrij 9 Bar Cast In Beam At V-4" O.C. , ... 5 0-odr . -Attd 44 Par Grouted -In S4t b67-41L Core, Or Keyway, One _ Per Plank. .Et R40 b. TF ov/Li vNo� NOOK T TO Sc AL It Mor ItV ►TeAl r I J I 'ya•LaP_�� ---- 450eaw '1 411 L7� 14� ���� ) - ,�,;'1��1�� -• ,��1-- � �..� � fir. t} ,�. fly 6�/ A?�kA 5 A T.. -'Aril, 45. REVISIONS I BY DRAWN CHNCK■ OATH scALa JO• NO. —1 !H!!T OF SHEET! B w 1gUSLE L a k / 7-4 JVl�Y,/r4A11 r"A[.L Y SFA + GYM ' S XA - w� C244v zimE L,FCK dYsw 448r_z Pami-iAm - L L 9 0 f1At R A r/I I COAA7W,/41'i vA/ Z it McCI 12y iatlT�7tQ (I I 141Wj ZAi F'LN'TZr L.PW, + M K -7 1 5 :-Dw FAQ 7-4 44k to --- II � J 10 1 x %xI OF P-,.AIVk.SY - Ai S:tj,arA EQ.V oiP 57RSti TV 5�)alwsem tKE 'T f�� To C;,RVW r/A/4, 7"yG. �AcN �i4 Yg Z nPll,cL - A4kZ eV f a-'e"ar ,t/SI .DE CLU :5 sI .JA A Cif. "I X6- A9R;I W13,9+ /Z CA. i Y f f MBG! 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DPwwtCL I Standard Web t- 2'-2' TOTAL LAP 0 0 0#8 1 0 0 0 0 X, P Q a 4 4 LEGEND O O Motes punI pu►4n 2• 2• cTl1CLL� 1'-0" 1"0' • g 9oaed holes 1,,1,. 1..1.. �( nabs awtww not oohed Hol" OW aft" wt ire not boiled LAP PATTERN FOR ZEES 44k 2 __ Z \ N� C X Lf TA III S- IL OF 1116# Vf �Vk� IAI 111) SOPPMT6 )C�Wt 11161� 4rAE PVRZ-Al PrTAL 4, F 1�_b z z Z_z1w �EA v,E DrT.0aL Se- Ir } i' vo i r � L „ Mac/ � ow I -LW fir' Zit •cne/P _- _ GG/P 1 Tim is 3 2 / Z ,.Q. C- �}/ •f .I ` /� V� E,Q .1, w IJ Q / • A , %'AI,/ - A7 FASMOCA 4-5 4 ,�l . �/ ,. Mk r i�clr� z#c. 4 MILL.. `fJ x )Is'. YI �1 A�� � �oL�'�3► T�J� � AI' IVAr I •CC 4 Me3, MK'7 /�11CZ� NiKil MKS_ 3 MIN , �Mrcc. / Tip � _ .,- ✓ z'� � � � 1,� � N � , I — 1vocz MK�f fli��ly1(b (" 7YF. AfK it AltY, AK ! I - - --- -- - - 7' ,��V el'1 MA/4_ ' i �j -I - a H /! i 1r mxz r/,v r 'l / W���' "�' .� r s 'iZi� i3,► �Y ► � ! ' f f V5A .T G�=,' , � % 14'J x j y� r`". 7 t�' y C�'7 ��� , � �i,� .. �. _ _ �._ t�._ _Y``? /� D !1I D - _ � / S _ , ,+„d _, f��.�',.�`.. � r � " y , !` %�CJ�I , �. �1t�i�% �, ' t� Y r7. �. (� Ate, ON6., era z �� -e dr y' f Mk 4 - y ��'� 13 li l , l� > D �a Y_�s Yrs e1LAL/ 1 /V / I r AP / �h. II N p I ' r / / 'p J E,5 Ycf/ L ILs5 —r 11 It REVISIONS BY OAAWN CNECKEO O A►T E SCALE JOB NO. 2 PE 13 — / SHEET 423 OF SMILETo J r VW VZL API la kL-LU — 1, X M r GENERAL EARTHWORK SPECIF[CATIONS 4ASONRY 1. Clear ing 1 . Masonry structure is designed for 110 'MPH windloacl and per AC.I A) The buildt(ig area, plus a minimum 5-foot margin on all sides 530-88. Engineering inspection is required. shall be cleared and stripped of all vegetation and surface organics, and any existing structures, pavement sections, or 2. Masonry to be Rinker Type 'i'- 10lT- 1 1 or equivalent having fm' at other deleterious materials which may be encountered. least 1170 psi. - B) Tree removal shall include the extraction of associated stumps 3. Mortar shall be type S prepared by proportion ir.ethod was specified and root network. in ASTM C270. C) Clearing of existing structures shall include the removal of 4. All grout filled cells shall be filled with pea-rorh grout slabs, foundations, debris, and any abandoned utilities which conforming to the requirements of ASTM C476 and F--av .ng; 8 Lo 11 4000 11miel3; may affect proposed construction or associated earthwork. inch slump and fc' not iV.ss than 2000 psi ,�XGalvf I-i 1q, 43•2 +o 4OC4> IASI +hroughoU+, oe:e de+iai l 5h4-, , I0e,rrni4*41ole use D) Following the above, the cleared and stripped area shall be 5. If High -Lift grouting is used, all filled vertical crellc; cut and leveled to near top of footing elevation. `material containing reinforcing shoji l have clean -outs at floor level cut from the area may be stockpiled on -site for use as interior slab backfil l material. 6. walls shall be braced dint.; 1 3 ciays after plac-emer,t of the secondary closure pour tying T nt, riot planks t u r.he walls. 2. Subgrade Soils Compaction A) F xposed subg rade soils in cleared and cut building area shall be wetted as needed to achieve near -optimum soil moisture conditions, and densified to the degree and depth specified below. B) Subgrade soils compaction shall be 95A of the material's theoretical maximum dry density, as determined by Modified Proctor Test (ASTM D-1557, A.ASHTO T-180). HOLLOW -CORE 11 ANkS C) Subgrade soils compaction in foundation areas is 2 feet below base -of -footing elevation. If the specified depth of 1 - Hal low - core p tanks shin l l be obra i ned from and place d by F Ioridel compaction in foundation areas cannot be effectively achieved Pre - stress. by mechanical densification frog, cut grade, footings shall be cut to desired grade and subgrade soils at the vase of footing �: Con t.ractor shaI 1 fa[:ric-.ate and place in keyways ��1 1 c:ei 1 inb excavations shall be locally compacted with hand operated supports and all purl in supports prior to l;rcat�t cng of keywCrys by compaction equipment. Florida Pre -Stress. The %o. 3 bar welded r.o purl in ssipports shall he Grade 40 or we l dab i e Grade 60. D) Depth of Subgrade soils compaction in slab areas is 1 foot below cut. grade. 3. contractor is responsible for fabrication and placement of all reinforcing stee i and _second., ry cone rP t e pour tying planks to 3. Fill Material Placement and Compaction walls. A) Fill soils utilized to raise interior slab area to desired grade shall consist of clean, granular materials with less 4. Top of interior- wa]i5 anali not he mortared to underside of than 10% passing No. 200 U.S. Standard Sieve. pIFlflks until ful ,, dead load of structure•. i�iciuding inter -;or framed walls, has been placed on cne p 1 anti c . B) Fill soils shall be spread in loose lifts not exceeding 16., �� 1' A �r1' �'' �`^��(Gr r'� i'GzUI krQi`G '�Gl�- LcvGi inq Floor R��'ur�a�6+"- � Z�r`'I (Dr- inches i f compacted with heavy compaction equipment and 8 a9JiValcnt) sha l he u_eA .C- IVrovldc q Jmov+'h .jndCr141vnJt For- 2^d inches if compacted with light hand operated equipment.. Floor f i ni*h matf r lq 151 C) Each successive lift shall be wetted as needed to achieve near -optimum soil moisture conditions and densified by appropriate mechanical means to the degree specified below. D) Fill soils compaction is 95% of the material's theoretical maximum dry density, as determined by Modified Proctor Test (ASTM D-1557, AASHTO T-180). 4. Compac :, i c�n Tesst i ng A) The specified depth and degree of compaction for Subgrade and fill soils shall be verified by in -place density tests conducted in general conformation with appropriate ASTM density testing procedures. B) Density tests shall be conducted for each foot of compacted thickness at each test location. C) Minirnum frequency cif in - places density testing is cane ( 1 location per: every 100 lineal feet of continuous strip footing every 1,000 square feet of slab area 5. Special Cons iderat ions A) Foundation and slab areas shall be wetted and proof -rolled prior tci pour ing concrete in order to re-densi fy surface materials which nav have been disturbed by utility installations and other construct ion act ivy i ties. B) The Earthwork contrac-Lor shall he aware of nearby structures, and use vibratory compaction equipment with -jpj)ropr^ i :it.e caution. CONCRETE 1 . Footings are designed for a safe bearing pressure of t2500 psf and concrete fc'=2500 psi per ACI 31B-99. 2. Slabs are of floa-ting; type of varying thickness desit;oed for -,i safe bearing pressure of 2500 psf and concrete fc.' =2500 psi. 3. All existing conditions and dimensions shai t tle vexr'r.►ed i the field by the contractor, prior to fabr icCrt'lon ::,f any rateria) s or construction of found.;4t-4ons. 4. All reinforcing .s-halI be high strength new bi] et steed conforming to ASTM designation A-615 (f'y=60000 psi). A)] stirrups and ties shal 1 he new cnternied i«te grade si ee 1 conforming to ASTM designation A-615 (. fy=4G,O00 psi) . '%I ] reinforcing sha l I be fabricated and placed in accordant:•_ w: t h the AC 's "N�n.i<aI of Standard Prac-tice for Detai ] ing, C.c3nrret.c St.ruct ures" i AC I - 31 5) ant; the ] Cite_-r: CRS I manua 1 "P 1 3c i ng Reinforcing Bars." 5. All necessary reinforcing bar supports and -tie t,� : res shall conform to the latest CRSI manual "Placing, Reinforcing Bars." Use concrete bri.-k4 for all reinforcing support on grade. 6. A testing agency shall be retained by the! owner to test all concrete. Concrete strength shall be determined by standard test cylinders molded and tested in accordance with ASTM specifications. Four cylinders shall he rade by the Laboratory for each 100 cubic. yards of concrete poured or fraction thereof, on eacn day, with a minisium of one set of four cylinders for each day's pour or for each 500 sq. ft. of surface area plaCed . 7. Provide concrete protection for reinforcing as follows: Footings 3" Slabs 1 " (top cover) 8, Minirr imiar length�c�f rvnfarc.In43 unk.�s. -haWn atK-4 rwi45a NO, 4 iZ No Zt� I ZE3 �. G:-e `-3eQ 1 *gal Q W' !a m 6er+ Prod � ` GA���>,��.'' or �u I VM lent, 'WTURMWPOST 18AL-20 - 24 x 36 r ' 1 DRAWN C N E C K t 0 DATE •CALK ,J. O. •NNET LOF SHEETS Z