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HomeMy WebLinkAboutDrainage Planv. • ,..•. rr .�,.; , .. 'rZ a t t.. Ya r c ,`Y' � ;: t+,1Vi •.y ' , �x41`&^a .M"t r~,1 xla.,x '•:.x F' a i >, t , , I 0 E. ._ APOSTLE FAITH.. CHURCH FDELIVERANCE - .. 1' >a• .. ,:.,... .. ; ... L ...._ 0 ,,,.. ,..; ..... ,... PASTOR: i$AAC MILLER JR. 1 S - • - 1 ,2 OEVONSHIFE DRIVE T. PERCE, FLORIDA 3 948 l 1, (561) 464-7184 S • N i'E�?GE OF DIRT ROAD S I � t A D D R E S S EDGE OF DIRT C b •f g , NORTH 4�TH STREET i4' WIDE sT P BAR `'O NORTH 44TH.STREET 50' WIDE RIGHT-OF-WAY -o PAINTED wHttDE '� EDGE of DIRT ROAD �o� ,._ DIRT ROAD m - _ .__...._._*�, v '. SI TY__DATA ' _XISTIN( � W., • • SD' Rt-� STOP SIGN 406.03 x 1 ap F_ N:00.47 48 ;'(m) (M) r Oa s TOTAL SITE AREA = 101,157 SE =; 2 32. ACRES - 100.0% --- ►A w 6.2 ' F.7. as (- - - �....,.------------ -'--- T« I "'''4'fl.97' (C.F.T.) N 5 2. (C di I BUILDING AREA 1,596 SF 004 ACRES t7% . - K _ R - p « v Ti / CONCRETE ADS, WALKS 1,696 SF -T `� 0 59.97 (C F.T.)�o ► 59.97 (C.F.T.) .1 �. 9.8 � 59.97 C.F'.T.) , oo �� = 0.04 ACRES � 7% s __-__-- � 56.25' lP) I �' PAVEMENT AREA a • ::,., . , . � '� � �' �• w ' 3:916 5 = 0.09 ACRES z l 4 Y^ t 11PE'.."G" CATCH P.;iNd TOTAL IMPERVIOUS AREA =. `12,125 SF 0'28' ACRES - 12:0% ,:...1P: EL' r 20.50� ! TOTAL GREEN: AREA _ 89.032 Sr s (T 42 44' 0 IS I I = 2.04 ACRES _ 88 0% - ; 1 1 2 ru ' , '1 Ut Vs 8' 1 I U I o PRDPOSE©D Y RETENTIONI AREA .•. "----CONCRETE SLAE <J `(TO o ` S BE REMO D 84' MITERED END SECTION INV. EL. - 18.00' 1 s • r 1 NY. .20 1 8 ' 21.1b" 4 1 20.5 '..,; 1.. Co n ` o .•n SITE DATA (PROPOSED) �O ,2 $d a:f {`:. ^.: . • gn T, Vt d N ii .. ��. �._.. . i I �<, ,:�• S !.. N N '� :� - TOTAL SITE.. AREA ='.A1,157.SF 2.37 ACRES • ,,• , ., i -. iF�� Oo DRAINAGE AREA r 50,130 SF ACRES -- 100.0% PROPOSED BUILDING AREA 7:003 SN8 0.E ,.CR... - 14.,J% .. 2t .15' .. PROPOSED CONCRETE AREA = 2,465 SF _ 0.O6 ACRE'S - a.97,DPROPOSED PAVEMENT AREA= tt 236 SF = U:26 aCRfS - 22 a% lb I ..:,a, / TOTAL IMPERNOU5 AREA - 2Q204 SF _ ,).a8' ACRES 41.:>% TOTALGREEN AREA m 29,426 SF =. 7 A R; S _ 5 '7 m 8 la O o f l =e, .� 1 WATER f'JO I E .I p 22 _ A m Y a z /` i 5:00'47'48- E (M) 106. (M) _ I w n %' ; ,r., ` a ,' 1 0 LA U WATER TO THE SITE IS VIA FT PIERCE UTILIT'' A,'HOR,'" 1--------1 PROPOSED GRASS tpp7. `-/, i I o T \ i - ). , I : I OARK,NG SPACES - , . %•,., ' e1 I, '' • - H1 ^J N j WASTEWATER _N_0 TE 2.tiy. C7.sSANITARY SEWER PROPOSED 26WIDE'aAPOScD 1,375 SF 4Z- c CRLEN AREA C44 CONCRETE DRIVE ]SIT- MANHOLE WASTEWATER FLOW 15^ SEATS(3 a PD/S A") 450 GPC 2212 ?l ?i PROPOSED GRASS / METAL -,, -I SEPTIC TANK SIZE = 1,05C GALLON TANK 1 r PARKING SPAC,..: / SHED +� �. r I GRAINFIELD REQUIRED s 45 UAL. 0.8 SF 1 GA 562 SF o _� I• N 00 28'29 W (M) 20' 15 10' 2.35 2.3 ,y�1 (. I � o i 0 ( / ) m 59.98' (M) - a w R . N I , ;, 1 e I GREEN AREA REQUIRED =' 562 ?. - 1,124 SF r i7•' 47 r "' , to o O O A L' 1 __-__:�_..---------• - -_ _._ __.._.-_.:._.-----'-----'-'--..,:_,___ a I . p i �a 49 9 (C F T.) 56 241 (CT.) 1 GREEN AREA PROVIDED = 1,375SF. E z, o p , 1 f i n ? , : 1 '' ° li '1 .. - 1 1! y - 1 9.91' f>1 rm --.• I PROPOSED. 562 SF,`_ J 2.2 .� '% , �;� �. � 65.34' � 0/S S 00.281 2 .1 E (C.F.T.) i f� O _ L'kANFIELD AREA rTTl �� I DRAINAGE DATA • 1 THE PROPOSED STORMWq c_ TER MANAGEMENT SYSTEM SHALL CQIdSI,,' PROPOSED 1,050 ` y I $ i/!. II ,. OF SITE GRADING AND A-SERIE'S OF INEETS ANG CULVERTS WHICH - GALLON SFPTC TANK 2.i PROPOSED BUILDING F1" 1 / / m Op 0 C: DIRECTS RUNOFF TO A PROPOSED DRY RETENTION AREA. THE FIN.FL. EL. 22.40' 1.9 ,% ., 1 �!i' 1 tD �I a PROPOSED .DRY REEEN ? @N.AREA 4ALLHAVi.. HE AEIIUTr. TO aROlCE i `D y 22,00 urn ulmn I� • rAw oYrr .� .P';' 'I. •`i •/ 1 n i IJ 7 - WATER QUALITY AND QUANTITY TREATMENT PER S.F: N.M.U. AND p n 24.00' gm " j StLUCIE COUNTY CRITENIA.. O?. 2.35 2.3 u N• �'' "'.a - I A DcS�.I L7. 1•i N . I f PLANTER I u m >� : ..__.... L _ 0. J r03 LOTS1 THROUGH 6 LOTS 12 THROUGH` 16, BLOCK 51, O. w O n SUNLAND GARDENS SE¢®ION 4, ACCORDING TO THE PLAT -HEREOF . .4 O ry a`` - n Z3 p T AS RECORDED IN PLAT @OOK 10. PAGE 76 OF THE 'PUBLIC RECORDS A ST. LUCI COUNTY, I TYPE C CATCH BASIN �% � ,a .� : t I 18.FT -� GO _. E LFLORIDA, TDP'EL. = 20.50' TOGETHER HITH: O Mv.,fL. . 18.80' u F WEST 85 FEET OF T n �_+ �'o +I+-,• 60.S 2 AND 3, B,QCK 6, R_ASE Pu.l Or t I nt 1 'L - I Ko THROUGH 1 n T^ r; I f 22 n r m _ HAN "•T'FO SIGN O . ',''• c ' T7 '9 INCLUSIVE KEYSTONE HEIGI AC( 1G '0 1.90 a O 1 T 1£REOF AS RECORDLD IN lalnl BOOK IJ. nAC, 1 i P m •� PQ ,, 1-1t, ('>1"1'�O12.03' ZO:S . I y()rr, lAL P..ciLIC' RECGRDS `T ! O 2 SO 2 OPE UP 1- tV v'_-•_..2 to F Li.laE L41U�1 • JR'[. I 25 I A 11,95- I , I A t IICAPPED SI N -� 1 fTP-25 (,...OF 3) I } . �• ,;.� �•,al�:>-(•1 P1 C� r �bl'A 1-i A'[�SK.M/- 1,,,, .S 00'08'03" E (M)...., a, .._...--... 1 ram* h V, META. } ^009 5s-4v1G1; L.1µ rye. rya. I Tc.1 tiostl l 61:2. MCI,... A EDGE bF DIRT ROAD EDGE OF DIRTROAD O} I • 9E'1"HlsA:RM: TW:) SC- S S" :R0,N REB'nR KITH CAN qOL_"IS PLS 4945 ELE'VAT'r i. 20:28 6 HOURS BEFORE DIGGING GALL 'OCL 6REE 1-800-4132-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. x � v 2 a : O N 0 ' S N iJ. ! -f. N l CONCRETE SIDEWALK .360.02' .(M ___e95 9 1' DIRT DRIVE ++� I MAILBOX OS ryas NORTH 43RD STREET ¢ x.. 50' WIDE RIGHT-OF-WAY EDGE OF DIRT ROAD SITE BENCHMARK ONE SET PK NA,_ IN DISK ROLLINS PLS' 4945 ;N THE WEST FACE OF A WOOD POWER POLE ELEVATION = 20.86 f'A`:'ING AM) DRAINAGE SITE= PLAN ST• Li L WOKII DQu1NEERING DEPART1,041, I" DD19A4V HAS EERY RT.'YIEWED WITH RESPECT TI NTY EIRIINEERiNG RB�UIRZMENTS AND: 18 APPROVED E1 IS APPROVED AS 93M It NOT APPROVED ❑ SHALL BE RAISED $ AF- ED SHOkD ACTUAL SITE CONDITIONS DIIFERFFER FROM THOSE RE PREV01A A D COASTRUCTION MI HEREIN ANY APVALS OFOIMPRO ENIEt TS HEREONNULL SUCH APPROVAL SHALL CEASE UNTIL PLANS HAVE BEEN RE APPF*VED BY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGINEER 01 RESPONsIBIUTY, FOR EN SON,% kID CONDITIONS- NOR CORRELATIONOF ITAPRELIEVELTHE I CON STRt CR FROM CONFORl31NG TO APPLICABLE COUNTY RE' QUIPy�xfE M UNLbSS SO NOTED HEREON BY COUNTY ENGIRM DOWTIr ERIGLRFER ABBREVIATIONS: A./'C = AIR CONDITIONER ` s .,,:- " (C) = CALLCULATED (C,F,T.) = CALCULATED FROM TR.AVEPSE (� CENTTERLINE C.B.S. = (CONCRETE BLOCK STRUCTURE E; P = ECDGE OF PAVEMENT LE^Ef;D: E.O.W. _ 'EDGE OF WATER = SET , /8" IRON REBAR 1NITr Cr-, E.F.B. = EELECTRONIC MBOOK `NUVBF'. 4945 .7ELD EL. = ELEVATION _: ,F r 114I;. N ;i151 FIRM = FILOOD INSURAI'dCF PATE. MAP P.L.S. MUYBi-P 4 'S UN; F` FND. FOUND OTHERWISE N((ED. (M) = MEASURED Q YANhOLE (U.ri.) N.G.V.D. OF 1929 - (lAT'CNAL GEOC: T C E'-IL A;_ 1 _1_ = CATCH 845:11 (O.b.) DATUM 0= 1929. .i• = G''RE HYDRA.N, (F;a.) N.T.S. = NOT TO SCAL r. (c' _ 'WATER 5!ETEN (*Ally O/S _ OFFSET pj = WOOD PCNCR POL 'Wtj. p'.) P.Q.P. = PERMANENT , 0I 1TR01_ I101t.1-`CONCRETE PLOWER o0! E '(CONC. P.F.) (P) = PLAT ANCHOR AND CUY HIRE p.0.B: POINT OF B GINIdI!',G - .. - - OV:F'HEAD VOF'S ' P R.M. = PERMANENT REF FPENCE M^,T,JIxF ` ? - NOT TOO SCALE (R) _ RECORD - X F,C. POINT OF CURVATURE P. I. POINT OF INTERKCT'O''; S /W = SIIDEWAI_K T.O.S, = -TOE OF S L 0 P E T.0.B. = TOP OF BAN I DATE 40, REVISION 3 - - 4 1, U: i.rl F L s. C a Jr `rn c, , /1 Or -r (Y I"1 w', 1 L) 2T 1/y 51 r'1 I / I' �i U Aavr� 4r,naA ya gC 9y �yyvi PWtl MM�1 a wm,.r z CL ro �� RLt� Q Y.be�„aw LL uj LIU l v'. DRAWING NO. r /% 6' FIRERMESH REINFORCED GENERAL NOTES CONCRETE (f'c-3000 p s;-) DIMENSIONS & QUAN Tof TIES I GENERAL CONWICINS; 4R04re sizes CONVOC"I'm it r&J S000,111I r Yer.l 7. The extent of the sitework is shown on the She construction documents. These a or G slot 044,140 documents define site construction related to the bu;ldlng construction. See spm I i pool pip, Architectural plans for building construction documents. I A N $1113"dorof Exoa siolvIts, 01111iff, Trots aysix sonavis Ao Triod boost. Pip, Posts 1#140ploos, Sinsirpoiii, PIR, Ply, off/pi, I -fps pipe Pop Pipe Ji or or 2 e A!1 site work Shall COmpl with a JlCatlle s(ata, IederalOnd lOCal codes ordinances and 4 ___W_• ry 4 • 4 L517 3.38 sn' 1. 0 a 1 9 0 it )J requirements. • U. go 4 to f ar f Jr 20 0 IA 1•4 5 �-O' 6. 4.. ZU aw- IT 2 a 2.74 J.0 t- 0 is a J. All work shall b performed In a finished and workmanlike manner to the complete .-.9v aly JM951 )a 1 01,41 Ai C, 2.,Spr, a tb zw 5.0 ff satisfaction of other. 3. 1 0.99' is. of. is 3.95 8.92 4.15 N.w If 4. Aft necessary permits and licenses shoot be obtained by the Contractor, --fr77=56 . 14 off IFJr_ 13.36 Y. V& '-#a 57- 21.66, MAr 460, 310 -r 3.96 6.60 - I 3P 71 -r7oiYf`­, -irff- __ _J� 3 fit" i-M%; oi7 4.0, J0.4of, W. 5 1 -j%qj L_ Isr 6, B. 5. Deviations from these plans and specifications without the prior consent of file Engineer a.09 7.­x8 of + s.r, Record and Owner may be cause for the work to be unacceptable. Deviations shall receive se, �ge v_Za Lrl e ._1LFrL_ written approval from Engineer of Record and Owner. :77 It QUALM CONTROL: S!A6;J:,'[D SuB-GRADE ri3v fir 5(i V.s... COMPAC rr.D V inspections, tests and similar quality control services are the Contractor's responsibility. Costs for those Services shall be incurred by the Contractor. 1,0 9�Z MAY. i%Ry DENSI r AASH.2. Submit one copy of the following test reports to the Engineer of Record: ", A. Earthwork compaction tests 1. Compaction test reports on borrow (fill) material 2. Field density test reports (tw for building sub rode, one for every 8,000 sq. ft. of pavement subgrode, J 3. FootIng sub rode compaction report CONCRETE PAVEMENT SECTION tz­ I. iarrwr _4 -�_L.WALZ!or-14 I �V B. Concrete paying test. of, M. �.Ifosox I . � Fiat. r nooffe, ft�ffod` '�W_j I soft, W V Design mix certification Indicating PSI, Slump and air content L �votr C. Exterior water system test: SEC DIV TOP 1.1611,11-51tatf PAPE 1. Disinfection of water lines shall be in accordance with AWW4 C601. Submit laboratory reports of bacteriological analysis of two WHIF Ri NO CON' GUffiff consecutive samples taken 24 hours apart. IS USED, STANOAP?i; C,'/'NC wHEFL. STOPS Pi AROVE MITERED END SECTION III SITE CLEARING: i. DETAIL SHA.- 61 NSr,"Lfl, N7; 1. Provide protection necessaryto prevent damage to existing improvements indicated to I F.D.O.T. INDEX NO. 273 remain in place or an ring properties, and to oil surveyed property monumentation. D003:.F 4" WHITE 2. Provide temporary barriers for trees and vegetation to remain. J. Clear remaining portions of site of trees, shrubs, vegetation and all above or below grade improvements indicated to be removed. Completely remove stumps, roots and other deleterious -1 1/4" TYPE S-1 ASPHALT material to 0 minimum of 18" below improvement grades. 4. The contractor shall remove waste materials and unsuitable soil from Owner's 10' property and dispose of off site based upon the contract unit price. A qualified geolechnictal engineer shall oversee the unsuitable soil removal and certify the quantity red of soil removed. A Noll E_- M=7 'JT PARKING SPACE DETAIL-_ 0 IV EARTHWOM 1. Locate existing underground utilities in the area of work, Do not interrupt existing 4�?• titififfes serving facilities occupied and used by Owner or others except where permitted in writing and only after temporary utility services have been provided. Provi 2. accWdblo soil materials for backfill and fill, Provide clean sand free of " STABILIZED SUB GRADE 8" LIMEROCK BASE COMPACT,­rA clay ass than 15X soil fines passing #200 Sieve), organic matter and debris. 8 COMPACTED TO LBR 40, 988 TO 98% MAX DRY DENSITY P R 3. Sidestiopes of excavation and/or fill shall comply with local codes and ordinances and shall be MAX DRY DENSITY PFR AASHTO AASHTO T - 180 METHOD. F8V 100 maintained until completion of backiliting, Pliewnt Surface and subsurface ground f-1150 MEIHOD. water from flowing Into excavations. Provide dowatering system components necessary to convey water away from excavations, 4. Compact soil not Jess than the following pot"Contages: A. Footings and Slobs.- Compact top 72* of supgrude and each foyer of backfill or fill uw I i material at 98% maximum density. RAISO MAP D 6" CONCRETE CURB ASPHALT PAVEMENT 3 Lawn or unpaved areas Compact top 6" of suograce and each layer of back fill .44 1 or fill material of 90% maximum dengity. (ALTERNATE) 1_' Walk a and Patio: Compact top 6" of subgrade and each layer of back motorfit) or fill or/ of 95% density Pavements: Compact top 12* of subgrOde and each layer of bOCo or fill material at 98% maximum density. H A to'D I r%3 A P RAMP 5 Pace baCkf7il and rill materials in layers of Hot more than 72' in loose cieptiti, for material compacted by hoc compaction equipment and not more than 4 loose depth for material compacted by haMarropers. Before comOOctiOn, moisten each layer as necessary to 1 4'� 4()' 74 provide he optimum moisture content. ......... --&farmoy grade areas to drain as indicated P`1 drawings (away from building). Z.- completed r a aareas are disturbed by studiffwant construction oparol;ona or adverse geat, -wavify the surface, re -shape and, fOrripact to the rewired density prfiar to further -A `I. OVI_14nlllt, PARKiNC, Ati,[A-' V CONCRETE PAVING 2 ' a t 1,.., 1 Use flexible steel or laminated wood arms i:60ius bendsa raq irea. U I Gaft fors with rn a non staining form release agent. 2 Concrete mix design to produce standard-0019111 concrete consisting. of Portland cement, 6 J,: _11 aggregate, Oor-enfroining admixture and wolgr to achieve trio following properties: 5. DO, J1 NO TF: A Compressive strength: JOOO psi, minorflHifin at 28 days. 4 4 SLID UMirc 9 Slump range: J' to 5". I,, k�lFlAir content 59 to 87 'e 4" 4 Construct expansion, weakened -plane (conti-fifliOn), and constriction joints true -to -tine with face perpendicular to surface of corcr-61F. f., SIECTION A -A 4 Coordinate construction joint work so that 09yrs will end at exponvfoori jo:nos or other NL L;t natural terminations. IX SANITARY SEWER SYSTEMS. 1. An sanitary sewer systems shoot be urpfd$1jCiZad Dij ,Iyvin chloride (PVC) plastic gravity sewer pipe with integral wall bell & spigotsjoinrfor conveyance of domestic sewage. 2. Pipe Lind fittings stfol; meet extra strength Ininio"Murn of SDR 35 rf the requirements of ASTM D3034. gravityJ. IPVC system shall installed agency requirements, 4. On -site sewage disposal Systems Shall be constructed and maintained per local governing agency requirements. X STORM SEWER SYSTEMS: All structures Shall be precast concrete structures per applicable "DOT Standards wilt, H-20 traffic bearing grates Concrete lot' all structures shall go class 3. 2, Reinforced concrete pope sof,:iII conform Ic the requirements of FOOT standard specifications and shall be Class III, pipe joints shall be Put ergosket join? and the pipe cirt snoll be 6 manufactured to meet the reouirroments of Villf esignaitart 443-74. 3. High Density Polyethylene corrugated Pipe with integrally formed smooth interior shall meet the requirements for test methods, dimensions, and marking found in AASHTO Designations U-2`i2 and All -294. Pipe and fittings shall be mode of poloye yfene (PE) Compounds which ocfconformconformwolf the requirements of cell class J24420C (mm) per ASTM D335 . ,Aoints shot' be mode of split coupling corrugated to engage the Pipe COrru9WItOns, and shall engage a minimum of 4 corrugations, 2 on each side of the pjpe�Dint. A neoprene . $hall gVotilized with the cowplirg to ravidi a soil tight joint. loristalatit shall be In occerlonscal with A recommended practice D-2121 4. Aluminized steel type 2 spiral Pit? piPe Sh011 be manufactured to ccriform to the current AASHTO M-36 (A To 760,' specification except that the external helical corrugation pottem at ­)e of the pipe shot.' be J14,(314"k7-112". The round pipe shall conform to the type W pipe, classification. The helical locksearri shall contcin external seam staking. The pipe gage and cover shall be per DOT requirements, Connecting bonds $half Do H-IJ Hugger Bonds with "a" ring gaskets of 2" wide corrugated banda (pipe must hove four re -rolled ends) with 12" of neoprene gaskets. Installation shall be In accordance with DOT standards (Le, FDOT "Standards Soaci0cotions for Rood & Bridge Construction,sec.ion 125-8,3,1. X1 MAINTENANCE OF TRAFFIC 7. MAINTENANCE OF TRAFFIC S+II;Jl Le in accordance with FDOT Index 625, Multi -ions Divided with Non -traversable Median - One Doyfight Period or Less. XII EROSION CONTROL 1. Erosion and sedimentation control techniques shot! be incorporated during construction is folows A. Sift screens snail be maintained at the project perimeter B. No off -site discharges shall occur during construction, in the event discharge is required, hay bolas alcilor turbidity curtains shall be Incorporated of the discharge point as necessary to control turbidity, XIII MISCELLANEOUS 1, CONTRACTOR 15 RESPONSIB FOR CHECKING ACTUAL 517E CONDITIONS BEFORE STARTING CONSTRUCTION, .2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTIOri OF THE' ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORN' 4. CONTRACTOR SHALL. BE, RESPONSIBLE FOR LOCATION OF ALL EXISTING U7,11.iTfCS, THE CONTRACTOR SHALL CCWTACT ALL CONCERNED UTILITIES AT LEAST 24 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 5. NO FIELD CHANCES OR DEVATIONS FROM DESIGN To BE MADE WITHOUT PRi0o,' APPROVAL or THE ENGJNEFR 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLIC.AB!E ORDINANCES OF ST. LUCIE COUNTY, FLORIDA. BOUNDARY, TOPOGRAPHIC AND SURVEY INFORMATION PREPARED BY A,IICHAFI v. WEATHERINGTON, PROFIESS[ 'JitiAL LAND SURVEYOR, DATED 913,,`99. 8. CONTRACTOR Sf,-AJI SUPP4,"DENSITY TESTS TO ENGINEER ON ALL S,JB-GRADE AND BASE. TESTS Sm,eil_ BE PRt ,PARED PER AASHTO, T-Ift METHOD. 9. SLOPE GRADES FROM ft O Yp'+',:*rr'Woi TO ExtSTINO GRADE. AT PROPERTY LINE 10- UNC0,1FER SHALL BE'NIOTIFIE0 AT LEAST 48 HOURS IN ADVANCE FOR ANY I1VSPEC7((,,17 1. CONCRETE PAVEMFr BE PROVIDED WITH A P CURING COMPOUNDL fM4EAJTED LIQUID foIC&4BRANE. TO 7Rf REQUIRtM4qj S or ASTM rE_SfCNATjOpq (3()9.). 12. CONCRf`TF PAVEMt IBE PROVIDED WITH CONf§ACT`ON JOINTS (20' MAXI 7-T 2" DEPTH. A,,. rifArFiC C L BE IN ACCORDANCE WITH m L T C D STANDARDS 14. ALL CONSTRUCTION 14-717CORDANCE WITH TRANSPORTATION _Y: fHE FLORIDA DIEPARTMiNT OF RIF SPECIFICATIONS FOR PPA6 AND BRIDGE CONSrRUC710N", DATED 799 1. 15. ALL STOP BARS SHALL BE VHITE, REFLECTORIZED, WkUDED TYPE, ALKYD AS THERMOPLASTIC IN ACCORDANCE WITH FDOT INDEXE B f SPACE MARKINGS SHALL '4 WHITE REFLEC ALL STANDARD PARKING WITH FOOT INDEX No. 7101DOUBLE STRiPLLj Ptho -4 FFIC PAINT IN ACCORDANCE ME COUNTY CODE SECTION 33 - 122. 76. ALL HANDICAP PARKING S AiES SHALL BE SIGNED AN® MARKED IN ACCORDANCE , P" WITH FOOT ROADWAY Alit; T?AFrC DESIGN STANDA49 INDEX NO. 1 356 Provide premoldect joint filter for expansion j6hrits abutfiny catch basins, • manholes, inlets, structures. walks and other fixed objects. 6, After striking -off ono consolidating concrete fmooth the surface by screeding rand floating, J0 Test surface for trueness with a straightedge for maximum deviciffian of HANDICAPPED SPACE DETAIL 714' in any 10' direction. -Sit 7 Smoofti concrete finish with power trowel & light broom finish. 8. Protect concrete from damage until acceptaf)(70 of work, Exclude traffic from A29vernent for at least 7 clays after placement, V: ASPHALTIC CONCRETE PAVING (ALTERNATE)! agb-cro : The stabilized sub -base shall be stabilized to a minimum LBR of 40. of fhe sub -base Shall De processed in one co4iFse to a depth of 8 inches below the limarock base material. The sub -nose shall be conrPOCted to of least 96% of the modolified proctor maximum dry density (ASTM D-1557). All Construction shall be per applicable FOOT standards. t �4- ill t0, lih AL 41 d=: The bass $hall be 8 inches thick miAlmurn after compaction, constructedo in one course. Compact base to 98% of the modified frOciar malf,mum d�y, density ASTM D- 7567). Base material may vary Is Engineer a Recorat Sokoto define material. _TAe All construction shall 60 per applicable FDOT Standards. 3 be lent Asphaltic concrete mix smell centraly hot mix, Per applicable FDOT Engineer of Record shall define the mix rl'),OT Type S-111) The pavement Shoff be 1 114' thick minimum otter compaction, constructed in one course. Compaction $half be to 96% of design density as determined by ASTM D7559-78 Test 1, A Method for Resistance Plastic Flow of Bitumilhous MiAtUfe$ Using Marshoof Apparrotus *)() i "V. Z I.fAY It "-TAC`,iLIZ_P'0 f=ok5p F'fbf, OF 75 (:,OMPA(, 7C, VII CONCRETE CURSING: 982MA A PRY PCNII I T Y Pt. 1. Concrete curbs shall be 3000 psi concrete. As Sper;11ed, curb reinforcing Shull toe of deformed steel rod. 2. Bond extruded curb to vement with Emulsifier. Asphaltic Tech RS-2 or equal and deformed steel PRE -CAST CONCRETE WHEEL STOP DETAIL STABILIZED PARKING DETAIL rod as Shown, on constriction delool. J. Curbs sholl nave I' deep control pints. every 10 fineo, feet. I.T VIII EXTERIOR WATER SYSTEMS: 1. Polyio,"n ' chloride pipe 4" diameter and larger Shall bein accordance with AWWA C_.9OYwilh a pressure rating of DR 18. 2 Poiyvine chloride pipe 2* diameter or less shall be Sch 40 PVC in accordance with ASTM D1734 and A5TM D2241. J. Water meters and backilow prevention assemblies shall be as required by the loical governing outharityltitility supplier, Al, Cate valves snail be in accordance with AWWA C500-61 and rotaq of 15Q psi. 'Provide each buried valve with a cost iron box to grade and id marked WATER . 7- 5. Ail exterior water mains shall be installed at a mondepth of JO' below finish grade, '7 A 6. All water ornoin systems sholl be pressure tested (11"Opsi) and disinfected in accordance with r AWWA requirements and local codes. A CONCRETE SIDEWALK DETAIL - - - - -------------- 4b HU jH,', HE, OyiDIGGING 1800-432-4770 U.N,C.L.Z. L;NDERf:iROUVD i1!ILiToF3 NCTJFI('Ao`iO�^, CF,`,7FR REVSION DI Vi r 0 Do < <r In 11 rr If E� U� 00 too, w. tmuw M UJ U. yyipp wraxC L 1. is Ud DRAWING NO. ME