Loading...
HomeMy WebLinkAboutSITE AREA CALCULATIONS101 1NVOVA n ti� w t� I 86 64 31NVId a311NV1d 9 I XlVM301S 'X3 OlNI 3LL; _n 9 ��� o0 0 ! N -0 z£ dl •.,i�lt� ,�� �. �� 8L iXlVM301S d0ad ON3' ^ mD nN3W I ag:... _.,�., 2d, t -y. l y:' vy , 1 vlS 6 I t I o > I c� ONIIIVa 0 3ad 3NO3 9X,9 yy _ < 3NIl M/a M3N _ l/ m A13AVS ,t o i Iddd 0'0 ,9 030VId i u t .' "-, �j' °, ,lgo3. AalN3 NI 03a0HONV m.• z a 1aa VOVI� AOl z N SN011ne OId3Val 9 Z'l r Z! �: :t� OIIb 00'Sl add �10Va 3NI8 > o f S33VdS ONIANVd LZ � - 0 3dA11� 03SOdO8d _ f m .o ,':•..,t f 031Nv1d 3� dlNVN VOV , ,L-,OZ aH Dale / ll0 133HS lIVl30 aid d nN3W o \ \ 3NOa ,9 03SOdONd % T ....r O� X08 V a v , 3ad dS L96'Z 0-80 3dA1 \ r,a. �: ai I1v1S ONIANVd OaVONV1S 1 O z ,,,. •r:r' ,. :. L-OZ fix,: 5�; J a3>iV3dS X08 0 1 A OZOZ-0900a 3dA101Oad g I 100 01 1H013H ON1071n8 03SOd08d �,,.,,,r.1 : „ , . _p Jy. I •�" 9 a3XV3d �� .; 1NVanV1S38 I` 031V01030 ,017 '> tsst. AUOA G:'?'3;:i .. F?. I 1 - ," ' a i. �„ ;iIHMSS0a9Ir H 30Va3A00 Maine cn. r; ,.,, __ 9 0av08 ; i '•, m 301na3S X01nb 03SOd0ad 1 I� {(dAl) F �, nN3W ' 03 O O , 3 c 03SOd0adllVa ONVH AalN3 z --,-- 9Z r Iq 86'£til ld 'OS L96'ZT tl3atl a001d SSOaO S9'£4l 3 r . ; .;..IH°a .�,L ;.:e ,_ ''L 1 Sdois il33HIM - ,aq V38V ONicnine sso8o 3„LZ,LL.OS ::. '• " , OaV�B o3 aoef a MOONI AVd Aa N I "M„LZ,LIONY I lylu �: a:;N .ri, lb'CL 3an13nalS '6L '�' nN3 V �AAJVS n�. , _, z (dAl) '9S£LL',."., N31-, 031NV1dLL0 133HS .....m o I�00S SO S .-IIvl3<1 aid e n NlIVl30 100d 33S 'NOIS 1�%(� 031NV1d M/S 3N �l ONnOaV 7�y�liq'�t 2� _. �... _. , . _ ONINadd VOV ONI(I'II �.: _ a o� I nN�B'�O �d a�. s o r 1 d ONIdIa1S D Im dVa d1a s-iVNn10311H3NV R.. I -; 8 I a3awo 3me (dAl 31 HM „ ID a311no v eano IV83N30 1V138310416100-93 1IVA3 1S3M IV83N30 1tl10a3WW00-O0 1Ntl8nViS3N H00S IVa3N30 1V1383WW00-00 1NV0VA 1SV3 IMN301V1083WW03-00 S3OLUO HL80N ONINOZ 3Sn U83d0Md NOLL03NIC -- 'ONI 'SM]INION3 ONII-InSN00 lWLO 01 ALr118tlr1 1nOHLIM 3B 7WHS 'ONI 'SN33NION3 ONILlnSN00 ll�l0 A9 NOLLV1dVOV ONV NOLLVZIHOH1nV Nallim 1110HLP1 .Mnrooa SIHL NO 3ONVr73N N3dOWAI ONV 10 35n3N '03HYd3Nd SVM 11 HOIHM NOl 1N3110 ONV 3SOdand OU103dS 3H1 NOl AINO a30N31NI SI '301NN3S 10 LN3AnNLSNI NV SV 'NI383H 031N3S3Nd SNOIS30 ONV S1d33ONOO 3HL HLLM OHL3O01 Immn000 SIHL Nd1d I1 I S 0ao�3a �o a 3w�N3 6 — L CJ NM 0 8 �i a 10 b1 N 0 0 (10 H — 0311V1SNl 38 01 a311no ONV 8an3 d 3dAl 100d 'OZ \ . .....N.. I Si N evczrc Q 1i �` � Q�S % '311s 3H1 woad � S �, Planning &Development 9 03nOW3a 38 IIVHS S1NVld 3nISVnNII Aa0O31V0 dOta(I Services �/ I ^ HIV 'IVAOaddV NVId 311S d0 SAVO 06 NIHIIM '61 evozrs d0 3ALS y0 : d V W /\l I N J I/ \ a31V35 30 SNOIIV9 9 Aa3n3 031V0013a NOIS dO1S elrarz ZLV-Z917-E`? �� 91/61/+7 �n - APR 2 3201f� H11M 03XIIN 38 1'1VHS 3A0 31380NOO d0 ONnod 030 e t71I0� �%9 NOlNb� ' _ : iL= 9 I, '0E-60£-SO a31V3S SMOOV3W NM 38 --VHS 0V SIIVM AlInVa9 vtzm ��66�� F�ECEIVED a31v3S 3AHON00 3H1 '31AHON00 d0 ONV), V 83d eano tIP71111 �Idal saaoM �da3� Zz1 �'. OVS 81 SZ d0 31V8 V 1V 03Sn 3e INNS I. XANO NOM8 0300V V 3AV 330aVH lL6l �, oy • 3sN3or.• y0��� MOVI8 OZ6# a0100 IVa031N1 SOS 'a0100 SNOWOIOS d0 ON3 1V SNOIS 03AOW3a 0 :SNOISI�3� ��i �ii )` �`` NIVW 831VM = 1�— '031V3S ONV 031.Nu 38 11VHS ONIAVd 3L3a0N00 '8l # NO1iVZ180Hinb' d0 31vouii83O HORiO�_; �'rll b1S ILMt` lVan1�311H03aV Ol a3d3a) r'�> NIVW 3080d a3M3S ANV11NVS = -Nl 'SNOI110NO0 ONIISIX3 > / '(NIW) 1NIVd d0 S1V00 (Z) OMl 3AVH 01 SI ONIdINiS Sa3nvd lVan10311H3NV " S3aIM Allllln OV3Ha3n0 - —MHo— NVHl a3113e a0 lVnb3 3e ONV a33NION3 3Hl = llV SNOUV013103dS S,a3NM0 Ol ONI0a000V `a `�' ' SVO 0Nn0aOa30Nn = —sva— AB 03n08ddV 39 1Sf1W 8lVd38 3Hl '013 '30VNIVaO a r OOtIH ON 3SN3OIl 38 IIIM ONIdNiS 'NNOM and 3d00S S,a010V&NO0 104801S 'S3LLilLLn '1N3W3AVd SV Hons '31IS 3d0 a0 3SnOHN0VIS S3IOd 1HOIl 03SOd0ad �._ {; 1VId 0308003H WOad 03AN30 3n1VA = (d) ONIAVd NI 030nlONl 38 llVHS ONWIa1S 101 ONI>WVd 'LL 311SNO 'S.LN3W3AOadWI ONIISIX3 ANV Ol 30VWV0 ANV 'M LHlOWIl A3nans SN Woad 33nIa30 3 iVA03N = (d) d0 8IVd3a a0d 3181SNOdS3a SI a01OV2LLNOO 3Hl '9 3nN3nv 330aVH / AVMOVOa AlNn00 0301n06d SNOudIa0S30 80 Oa003a NOIS 01 d0 S0330 WOad 03AIa30 3nlvA = (0) 0310N NIHiM H10 -Lno G „bZ 38 IIVHS OZ=„l 31VOS a313W a31VM = ® 1N3WdO73n30 3H1 NIHlIM a311nO ONV eano llV '9l 0310N 3SIM83H10 irad :9MQ LI/91/8 :31d •.',;.:.;: ..;.. 530tldS 3181SS300V 7 TT C SS3.1Nn ,9 38 11VHS IIOVN McNn0 a0 03diaLS 11V -L Q (NOLLv 43 Vd aid N 0 k 03a0103) :Y4 ''.,+ .,. 3M3 uriun = 0 I W I IJ •a010Va1NO0 IVa3N39 3Hl 1N3W3AVd 313a0N00 AlnO AnV3H ! 37OHNVW a3OB 1A83S = ® d0 AlI71eISNOdS38 3Hl 3e INNS 30VNOIS 103n0ad '91 •NOLLVlaOdSNVal d0 1N3WLaVd30 V01a01d ,Ot ,0£ ,OZ 0 �' atl8 dO1S � 31 X08 301na3S =® Z609L Xi `311b-1H1flOS :SS1ii4Q� 1N31�^J + NOLLVA3l310dS =0�3 d0 3LV1S 3HL ONV IvnNVW IOUNOD 01ddVal V ---- u SOaV IVNOLL03a10 _ bNZ NOIS H1ON3aS ad WaOdINn 3Hl Ol Wa0dN00 IIVHS SNOIS 01ddVal lV313HONOO 01111VHdSV Alna OUVONV1S 3lOHNVW a3M3S AaVlINVS ® AVO BZ ISd 000'ti 38 IVHS 313180NO3 111V '9 '4l IdV3b 3dl S30vdS ONIXatld d 31380NOO 03380AGN = 'd'3'a '3000 31V1S ONV 0n�a �addH� 31�HM s uzi :SS�Naad 1N31�� 1 _� X008 S0a003a IVIOIddO = N.O A131VI03WWI a33NION3 3H1 S1N3W3MOM (VOV) IOV A11118VSI0 HIM NVOIa3WV (NOLLV013103dS a3d XOVIG 03a0100) O 01MIS O 777 dvo 28 OOa N081 = • DVNI Ol 0II 31duN301 38 VHS SS3308d NOu3ndiSN03 3Hl 3Hl HIM 30NVO8000V NI 38 --VHS ONIda1S 31380NO3 A1n0 O8VONV1S a3B�nN 30tldS ONIXavd OOa NOaI =0 al ONIanO 03831Nn03N3 SNOLLI0NO3 031Vd1011NVNn ANV 'El ONV SNOIS ONIAHVd 3181SS300V dV010NVH llV 'S S301S 3dld NOW =0 dl ONI011nB 31b1S3 1d]a af/aZi3n 1NOad a0H3NV An0 =0 31 3Hl 3Snvo AvW SNVId 3SH1AWM 31383NO3 3LLANV Zl d0 30Vd 301S1n0 Ol 38V SONI01Ine Ol NMOHS lVHdSV A1n0 AnV3H ONIIIVa 0 � 1NVa0AH 3ald = 0 a313104 01810313 = [3 SNOISN311410 llV -0310N 3SIMa3H10 SS31Nn 88n3 Z96*72 -1A `31On-i 1S ibOd :SS3�44� 1�3r0�d a311no v 68n3 03SOdO8d Cw ��ti�J�1J �I�, 3 id LLSVI 031VOnN o = 'd'W'0 SNOIlVn30 ONV S30NVHO llV ONI1V010NI d0 30Vd 3H1 01 38V IIOVN 0NV SNOISN3WI0 IIV 't SNVId 1I1n8-SV AlII ddns VHS a010Va1N00 311S 'LL 31380NOO 1Van10311H0NV ONV SNlVM301S — -" 1nONV3l0 = ® �• SSBI-9£S-(ZLL) 3NOHd 3Nn A1a3d0ad MVWHON38 =� ° '- 'SN103e N011onaLSN03 v `'`"° 3a0d38 S11Wa3d 77V NIV180 IIVHS a010Va1NO0 '0L lE4E£ ld 'NOlVa V00B I J bMH91H 'S'n E699-SS32iaab i3DM cj a31N3n3ad MOldN0V8 =a o 3AV adC MN £9ZZ NdW2i3111� 9N111 a 9 - _ Q�'lsodoud Ql�l�7lJ.1 1 DI�II.LSIX4 (i�1/ J17 0 31VHOiO33 NOO IV01 aV3A all 'W *ANVdaM 3N0 V AlddnS IIVHS ONV a010va1NO3 1V01a10313 ANVdW00 {na -i'S'd S,a010Va1NO0 IV83N30 3H1 A8 0311V1SNl 3B cd .3wdN la3ro�id L � oNIMOIIOd 3Hl A8 0301n08d SVM SNOIlV001 `� 'ate ej SV3NV ONINNVW 1V103dS I /I \ 11VHS SdWVI HIM S3anlXld 'S3SV8 'S3lOd ONIIHOII 38nlon6lS ONLLSIX3 ONV S38n1V3d IVOISAHd '031VO0138 38 01 S033N Tod 9t£Ll N30w In 101 ONIXNVd 11V XaOM d0 3d00S S,a010Va1NO0 H*�9W d Uxz 'x Od ONIONv1S1n0 'SNOLLVA313 lOdS HIM AHdVHDOd01 (, dl 3NIWa3130 Ol ldd HIM 11V130 a0d 9L0 133HS 33S 1V83N30 3HL NI 030nlONl 38 11VHS ONLLHOII 31IS '6 MIS `S31iinun ONIISIX3 NOIldIa0S30 1V0311 S NYN ` 3 hi { ' 'S3NI1 Ala3dONd 'A3nans k8VONnoe 0IHdV8OOd01 'E -I 0-02OLZ 31VNIOa000 01 a013Va1NO0 I �3awnN lo3ro�d sONlXavw X1vMssoao aavONvls Z n !r4V {:7Pv,l,l a E JJ LS 'iM did SV I m I XIVMSSON0 ,9 03SOdO8d P, 1I >I >f ` f AVM d0 1H018 X3 311 • J "`s 31 Mf a - v` -- 'r -- -+ -- _. tom, „- -- -.r� AVM d0 1HOla 'X3 I € 03 8i/61/� SOVd 83w60dsNval 'Sd31S 'SXlVM301S 'SNOISN3WI0 _.__SIAI�_.__,_.�,.«,_"_..... �,___........ ONIOIIne 80d SNVId 7Van13311H3NV 33N3a3d3a 'ZI__�'.1„ _.".�__.._...16 x.^ wl3l MOIIV Ol ONIdIalS ..._....AVM31Ala0 ONISOddO a311no v eano j 0310310ad 38 01 \ 800 ONLLSIX3 3nOW3a f NOIlV001„ J 31a3A �l - ` ._. ____:_-_ ... d03 'X3 ; i 'S3000 1V001 __ f,__-__._._..-__. ____...-..____ O�OZ____....N.____ .__....,.,. I 0NV 31V1S 'IVa303d 318V011ddV AldW00 IIVHS d 8 ONLLSIX3 O1NI 3LL 2 1 3lOd 313a0NO3 'X3 "' "" - ' 2101�Va1N00 '3NIl SVO 'X3 I30 ONV SN01 �O�J :3dJ�1o10?� JNICI�In __ . tip nog( ejojeq 1Ieo .molaq s,legM MOUE{ '073HH11M 38v S3111711I1 ONNOa0a30Nn 77V j0 NOUV007 3H1 Ol N0I1VOIjIla3O 3HOd3a3H1 '3137dMONI A78ISSOd ONV 31VWIXOaddV ®� D 3UV 1V7d SIH1 NO NMOHS S 3111711/i j0 NOIlV007 3 1 H 0 SV N0110Aa11SN00 ANV 01 aOlad S31NVdW00 A11711n 13V1N00 Ol A11718ISNOdS3a Sa01OVa1N00 3H1 SI 11 V� dO3 'X3 .! ' Rrt i itd Z? S 1'3 4 J 00- l l 3„LZ,L LLOS --� 1V01dI03dS XaOM 3115 0NV SNVId 3HI HIM 3dld 3OVNIVaO 1V NOLL 001 _... _ 00§Z OlOt6 'ON NOLL03S a0d i NOIlV00l 31VWIXOaddV HdW 0� llWl� 03ddS O�1SOd „_,,, o j 33NVOa033V NI 03WMOA83d 38 IIVHS A80M 77V 'I. llvdln0 831vMW801S 61V /a '10'0'd aid SV 3NII M/a 'S r MOId 31ddVal "X3 3AUISOd IV031 .6 (S � VA.. M/ d G" A b d) p a b -_ d N b W � �11 L�i``ry...— ..................._.._____._ __.._.._....__ 6``.....,.,..__..__....._._. ! __.....-..._ I STI,0 NJ ✓ 9.'f1'G,rr, ttu a,.a pia- x .. ._..: S101-1dNO0 03SOdX3 d0 8301n08d _ ... ,ll Il I In 80/ONd 833NION 3 /8 dNMO 3H1 d0 NO1N311F3Hl Ol ....... _. � I • I ti �......: ONI88 J.131b'103WWI 'SONISS080 W801S 0Nd 53111111n `J.VM3n180 d0 N0110n81SN00 01 8018d 0 F/ I 31 O01 0131d 38 lldHS l3'd ' S3111111 n 0 N it - 0Nn08O830Nn Sn083WnN 18V 383Hi 310N 3SV11d 801OVaNOO -' " "' tt dWVa vOV OOV --1N3W3Sd3 3OVNIV90 - -- -- =- -- gl -- -- 1N3NVWa3d OZ 038In03a llWa3d AVM -- d0 1HO18 A1Nn0 NOIS dOlS l-la 10 SNV8 dOlS „, a311no v eano ONLLSIX3 OINI 311 • .,.... r M 8- 3 c �l _, OL E - LL _ dOIS SSOa3 %Z NVHl O a0 Al 380W ON NIVINIVW dWV8 V0V Gov X-IVM301S X01H1- wt SdVW Alio 3d MOId 0Id3Va1 'X3 rn NOd OLE X3ONI NIVIN 831VM N o lvld 030a033aNn aid S -- 100d 01 a3d3a V Z 'X3 d 3NIl M/ "' p �80 M3N 6E .__......_,____.,___ .______ _.__. _..... _............. ONIISIX3 OlNI 311 Z0 ONVISI 8an3 31380NOO d' _._..__._........_._.__._.___._.....___... __ �I�vM-3eds �Nu�l .. xe~ to OlNI 3LL � _ �, . _ 'a d0"LLFI X3- . . . .......... . jo­-wo— .......... wili LN 11v130 d Il 31N d V d N, 1 "a'N y n V v 1S ONIXavd SVO 'dO8d OW3a 38 00£ X30NI __-_ _ - +�w 0., L�3, 2_ „ r d SV Ol v3 V SIHl NI -------- # OaV4NViS� � 3dA! -- " -F �" ,.;wi ,C FJ%rn?-JCt7M3nla� -- -e�� ----------- ._..L7 __�.._... n0 dWl ICY S30VdS LZ 030W08d ONIN8Vd 1V101 --- -+- �� V 1N3W3SV3 NOIIOnaISN03 M, t,Sti.68S m --dvui -rE 0280 X3 M/ X3 F, N,97 1! 0Y 41 C� S ^00 M.....__....,,_i !( ao i o I II ��Vd M/8 S30vdS Z BLX,ZI S30vdS 3181SS300tl O + W OIIVON Od + S30VdS SZ X AaVa0dW31 A£ s' O j o Alinv O o° IIVM RVa I oo \ �/ �`�\ S�� r�yo U \ } / ,8L ,0l S30VdS 08VONVIS ONnOd S3dld ONISSOaO ON "� L I n4 ° OL`� ONIXavd 030W08d ONIX a3O2ln8 Sl1VM ONINIV13H 'S'e'0 f f ' -� O 8311n v eN O d,�S� NVId 30NvalN3 311S 03N00NVev 1 d 3dA 100d ! ON I�� �) o 03alnb3a S30tldS 0£ 03aIn03a ONIXatld 1tl101 r, l 1 FJ ssb -1 \� A l3Ndd 31VNVd3S t�� �::;.a 4 C� Eli 133HS IIV13Q 1109 X30NI 100d aid I ° `b �dJ�S`� 3SnOH Ol 0381M S30tldS 0£ 0£ = OL + L96'Z = OOOI/L961 '^ .. �� NOIS l09 X30NI 100d aid SdVW AllO aid Wd „Z 'X3 46'ZL r c; IIVM AlIAVdD SOti,p� . NOIS 1N3WnNOW " ,... a31N3lON 00 IIVMA11Av 30VdS o A �6 03SOd0adA tl38v 8001d SSOaO d0 133d 38VnbS OOOL A83A3 aid S30VdS N31 1NvanVlS38 6d �71 € t L313 NiW L_5a �, �d ) mlr? :03alnb3a ONUIUVd AINn03 P ONIOV )l S ` +, +r, i'9.it. <+7* x ,D? 5. Z; s, » 30a1a ``-H91H r - - - -�'� dl>IS'< ,t � �i � Zlx OE w }J `J a- \ '� �(_���',,,,� ONUNiS M0113A o _ Vo ' V 318n00 30UA „9 0------' 0 �' _ ' : r /M 3dlals .,Z "' 33NVaV3l{) c!MV I VOV... �` v A T �Q i ■ -Hv� 90 03NOZ l,' o 1N3W3SV3... 5r1lSd s� `�.. - `S''.y D \ I z 03nOW3a 3e • ■ • 11✓✓ all NVWddnH 89£ l a3NM0 N I o3SOd0a o NOIS ,LINO 0 a0 ?dAl _ 1 VS' ` b - f m S m 00 d ; Nanl 1HOla - q� < I Iin 0 S1N3W3n0adWl TIVl 0 , 6-000-9100-ZOS-6lt£ '0'I•d cOI m x m 9� = ONIN Vd 3 OldW3 1,1, I ...�, L � �. a: `.. I 'Mr/S 3NO3 d0ad 0ti6 \ o V I o p i �•I; �86'61 ,0b'9£ 133d OL (H1a0N) 301S '99.99 133d OZ (HLnos) iois ,£9'E LZ 133d OZ (1SV3) NV3a ,Lt'ZL 133d SZ (IS3M) 1NOad X0V813S 0301AONd X3Ve13S aalnO38 NOLL33810 .n v b t$a€ _Qd„. m Im O IOlInB HolVW oL o o fig; /v•y `•. •N„r. i l0 I 0 U 13 d- 3dAl M3N OOV B Ol 3anS01 13 a31SdWn0 — 133HS lIVl30 aid J m r i ci1Ci I di 'V W ry 313a NO J le N jz y�;x.7.,S113 {";r3{-L.3,�C,, r v CdAl) N3d S3dIa1S /I I (� Z d n N N i 311HM �8 3n18 ;,9 j� NlVM301S ,9 d0;ad := 11�6NOI1vONnOd llvM ONINIVl3a—_ n dAl) 0 ,S 033VId M I I > NIVW3a Ol • 3lOd . +n SNO BOIddVal „9 L8'S ,00'9 IIVM ONINIv13a 0 SOd ad - ; n 313a0N00 'X3 ' 0. dlalS 3dv3S0, vl ,O l I'S'8'S ,O l O b 3 „bZ 03SOd0ad i 1d , 031NV1d dl Q J �r (ag—£a) NOIS AINO Nanl 1HO18 NO N I' 3 add 031V001 18 (I a d03-dO3 ,OSI I '\. 8 Ol 3lOd N3000 Ill I „L-,OZ 1HOI3H ONI011ne 03SOdONd = ' \i -- -- -- -- -- AVM d0 1HOla 03SOd0ad -_ -- - .- -- _ _ — - .00'g {Y9_... ,X 3NOZ, :NOLLVOIdISSVIO 3NOZ 000-U k)o Ol;:. 00.OL 00.OL 00'OL 007L£ 3„91,L4.69N 0070Z !SidS 0,`ijV i fie I' z 34" L -- _ _ M.LZ,LI.ON Id 'ALNn00 310n1 '1S NOLL010SIanf 1tl0011N3aanO„9L,L�.68N..,- A d0 Ola 'X3 - 3NIl Mj6 ,o lva3N3O lvI0a3WW00 - O0 NOLLtl0131SStl10 ONINOZ 1N3aan0_.....___._..._.,_--- ji"- ,9Z - AVM d0 1HOI8 NIVW3a Ol NOIS 00.0* a x. 1 0)) d0 ,S 31V01030 w ( j 1NVanV1S3a OOOd 1Svd 3Sn 03SOd0ad _ M z 0 1NVld 0NV 8n1S OaV081118 'X3 3„9I,Lt.68N �. IVID83WW03 3Sn ONVI MUM 0'Zl �p jr; ,�C)Ex,rfc.)c;-.i..{tI .,;D `dS I N .t ¢ r < , . .'"� "' _._ ... .,.. __...yti..... .. ..: "�.'. Z-000-SL00-ZOS-SItE I 3 NOIS dO1S l-La 3I7 frA j. �' f tlV � , 9-000-t100-ZOS-SItE . ... 3AIa0lVI0a3WW03 ��". t-000-LL00-Z09-gL4E 01130atld `,I ` ow 0�83 0N3 E j,;. �, _ ;f.�, ,I/,G R Jtl x _ .. 3dIdIS MO-1 n1 L S Ol Jlln8a3Q Ol AVMQVOa 3lB'n00 30tM ,9 «I M 3LIHM OIIOS „tZ ek SOaVONV1S 001nW o d - T (� T aid NOIS „N31N3 ION 00„ (L-9a) IlV1SNl O V��tl �ZIS ___..____.. _.___ _ . __,_......__ BO NO 1Iv130 LL ZSL 3 a0100ad OaVONV1S w 5 %96 Ol 0313VdW00 38 d s d t� 1 n ,i _I`q w. ONIdIalS M0113A 318n00 30M 9 lIV1SNl O z �OIIVHS lIOS 038an1S10 4N. 5 n N I/ \ b 2 a �7 (%L'9) ('0V LO'0) dS ti6l'E NOLLN3130 „ 8an0 N0881a d0 dl9Z e,1 ---_ x )'......... Coo wo) is LLS`8l 30VdS N3dO (%910 ('0V 09'0) dS UL'LZ V38V Sn01A83d 03SOd08d SiN3W38in03a hBdd aid OVd 831?480ASNV8i O 0280 ON3 OOE X30NI aid ti` V4 I 3003 301SNI 3NIl M/a a311no v eano - (%8'Z9) ('OV £9') 3S 4l9'LZ XltlM301s/1N3W3Atld (%L'9) ('OV LO-) dS L96'Z Maine SIIVI30 Ol 3003 301SNI ,9 030VdS 'ONIdIalS 011SVIdOWa3Hl -- -- -- __ -_ __ _� 3dAl 100d lVan13311H0av aid AdONV3 28 O8v08 nN3W 'XO9 83XV3dS r 3LIHM OIIOS ZL 'XIVMSSO80 VOV SISVHdW3 HOIH I1VISNI (%S'8S) ('Otl OL'0) 3S l89'OE v3altl SnOWa3dWl 03SOd0ad O � � NOIS ,9 L I, M„Z L'8 L ,Lt .68S AlNO Nanl 1HOla (%0'0) (,0V 0) is 0 NOLLN3130 SIIV130 lVan103LIH3NV aid NV8 30NVHV310 „tZ 311SVldOWa3H1 (89—E8) (%L'£E) ('0V LVO) dS 6ZL'OZ 30VdS N3dO O lIW OOl 8V8 dOlS 311HM 0110S llV1SNl G I� (%L'EE) ('OV LVO) 3S 6ZL'OZ V38V SnOAd3d ONLLSIX3 ^ �I w NIVMOIS ,9 d08d (%l'9S) ('OV 80 3S L98'EE X1tlM301S/iN3W3AVd AlIl181SS300v d0 lOeWAS 1VN011vNa31Nl „8lX Zl I N IiVN I • X.ZL \/ ONIdIalS 311HM 011oS 30VA 9 10 dl 96l T IIVISNI (%Z'LL) ('SV 9l') dS 9l6'9 ONI(linB �J (%E'99) OV WO) dS 6LL'04 ('OV 0Z'0 dS Z6Z'ZS V38V SnONa3dWl ONLLSIX3 V3dV 311S ('dAl) MOUNV ONIdaiS IVN01103a10 3I1SVIdOWa3Hl 311HM O SNVId Ivan10311H08V aid 3ansO10N3 831SdWn(i O ('0tl 60'0) is 640't S0V Zvo) 3S L91'g ALNn00 01 V3dV 031V01(J30 03SOdONd 100d 01 V38V 031YO1030 03SOdONd 'SO8VONV1S 001nn aid NOIS dOlS„ (l-La) IIVISNI 3 S83H10 A8 031DN83d - l3NVd 3SnOH 01 a3NIM 1SlIVl30 w8n1o311HONV aid NOIS 1N3WnNOW 031NnOW 0NoNo 11V1SNl O (,3v wl) is 809'L9 V38V 311S Itliol SINLOILL V -til-i I V Jr AU V' JLUI) •S4LLONA:I I dAV ddUdVH dU AVMUVUa 3H1 dU H18UN do 30VW 3e llim V3aV SIHl dS OZLE = (3NIl AVM d0 1HOla d0 H1ON3l) 1333 ZL£ X Azli OL 3NIl AVM d0 LHOla 031V01030 Woad 03ansv3W 133d OL dl8iS 3dVOSONVI 03SOdONd 3N1­1 AVM d0 1HOla Woad 038nsb3W 133d 91 dlalS 3dV0SONV1 038inb3a dIdiS 3dV3SONV1 038inb3a 80d NOLLVIno1V3 m i+ (A i L 3dAl Z98 X30NI 100d ONIIIVN NVIa1S303d I { A7VM301S ONLLSIX3 is OlNI Al. I +z I I 3 !m 4€ t 3. f (fn j I I r� I II Oti�-9S v/L '3'S 3H1 d0 'dot 00.001. 3 E£Zt.6 N 9999 'r'N S d A rJ"?Xd I 980AV7a 194 z,...?,3-•.3 N0003SN31M C13ZIIVNDIS 'X3 XIVMSSOaO 'X3 V X 6.'d6l,4, a , i tivX p�� i •2. co o C:: i s'ti rri f�l i 0 00 7� tt v r i �o o � M I i .41 �0 n �� O Im i ( I ((( V C ix rzr 7 N X 1 ' i m x _n 0 = v ; M � iz 3 GA m 0 I I 0 o i m o �VM3AIa0 3 3SO73 110e V3 kf 3 € } 1 e 1 f .... __. __i__._._....., I , I 63iino v eano ONLLSIX3 OlNI 3LL 0-80 dAl 9 dNVN VOV OOV V ONIXNVW 1V103dS I j Itia 9*CLl X30NI 100d I 0 IIV130 110-1 9L0 133HS 3 tS SONIAWN NIVMSSO80 ONVONV1S H11M NIVMSSON0,_,9 35O40a £ —8V6 dOlS .� + ,9 I ,S'Z L \ .13 dO3 '1SIX3 `...,, ,000*09 1 ..3,�88' Lt ,Z I. .Q �i I NOIS d01S L-La 0-80 dAl dWV8 VOV OOV 83iino 2? eano ONLLSIX3 OlNI 3LL I d 9 a ;l i 11 € I 1 € I i + I.'035 ,00'ZZ vt 00 v I C z 0 0'EL '13 d'0'3 ]I z ____._......... 1 S IX 3 \ I � I m P VI rn > � � z o ,t zL 01 V nj x f ; Xi I ;r t3 � 0 x � VI €i > I L� I ,v 3> r �n � I 0 C ` C) ; J '..., ,00'7,1 ,00'0? 1 1 1 ,Zt SIGNAGE NOTES: 1. SIGNAGE SHOWN WILL BE PERMITTED UNDER A SEPARATE PERMIT. 2. SIGN CALCULATION: SIGN S-1 = 28.3 sq.ft. SIGN S-2 = 28.3 sq.ft. SIGN S-3 = 28.3 sq.ft. TOTAL = 84.9 sq.ft. MAX. ALLOWABLE = 126 sq.ft. cumulative ARCHITECTURAL ELEMENTS: 1. PREDOMINANTLY VERTICAL, RECTANGULAR WINDOWS. 2. RAISED CORNICE. 3. BAHAMA SHUTTERS 4. LATTICE DETAILING 5. STONE or PAVERS AT PROJECT ENTRY, DROP-OFF or PEDESTRIAN CROSSING (330 sq.ft. min.) SEE CIVIL PLAN 6. COLUMNS at BOTH ENTRANCES. DEPTH BASE ON STUCCO SPECIFICATION J" STUCCO REVEAL BY VINYL CORP. (OR EQUAL) SECURED TO SUBSTRATE PER MANUFACTURES SPECIFICATIONS. BUILDING HORIZ. A REVEALS - STUCCO SCALE: SCALE: 3" = 1'-0" at 24"x36" 3„ FALSE PARAPET CAP 4 TO MATCH (MC-1G) /IkREF. ELEVATIONS — — IRV T.0. COPING CAP/FLASHING MC-2G TOP OF LT. BAND STAND'G. SEAM ROOF'G. SYS. (MP-4G T.O. EP-4G CORNICE EP-8G MC-3G CAP/FLASHING TOP OF COPING TR-1 G TYP. LED PARAPET LIGHT nN BAND BY APPROVED SUPPLIER Mph, STEEL PIPE BOLLARD: REFER TO SHEET S-1 -\ ADJUSTMENT BRACKET LED UPLIGHTING (16 GA. STEEL) (REFER TO CUT SHEET) 1" +3'-0„ 42 -� TOP OF SILL 0 DRIVE-THRU - � I 2x6 and 2x4 - - TOP PLATE r�Ko v x 3" TEK SCREWS METAL FLASHING (BOTH SIDES at EA. END SYSTEM TO and PRE -DRILLED HOLES) MATCH (MC-2G) REFER TO SECT'S & ELEV'S FOR FINISH B PARAPET LIGHT BAND DETAIL SCALE: 3" = 1'-0" at 24"x36" EP-8G BEYOND _ BEYOND - ) BEYOND -- EXTEND PARAPET TO MATCH HEIGHT --- OF PARAPET BAND - - - - BEYOND BAHAMA SHUTTER (BEYOND) EF-1G EB-1 G STAND'G. SEAM CAP/FLASHING ROOF'G. SYS. MG1G MP-4G LINE of F- ROOF DECK EB-1 G 0 2 4 8 12 F� N 7'-0„ �1© r-t M(r1 G 1 '--( EB-1G LIGHT BAND BY SIGN CAP/FLASHINGMG3G MANUFACTURER +20'-7" 4 TOP OF COPING ET MP-1G EP-2G O EF-1G LIGHT BAND BY SIGN MANUFACTURER CAP/FLASHING EF-9G MG2G EF-1G EB-1G CAP/FLASHING MG1 G - EP-4G (SOFFIT) EF-1 G EB-1 G TYP. ( TR 1G 72" 0 sq.ft.) CORNICE S-1 EP-8G z EF-9G N � TR-1G MG1G STAND'G. SEAM LIGHT BAND BY BOTTOM OF LINE OF EXTEND PARAPET TO ROOF'G. SYS. INSTALL NICHIHA FIBER CEMENT PANELS (EF-9G) SIGN MANUF. FIXTURE 0 ROOF DECK MATCH HEIGHT OF EF-1G MP-4G PER MANUFACTURER'S SPECIFICATIONS. VERTICAL EF-1G 14'-0" A.F.F. PARAPET BAND SEAMS SHALL BE MINIMIZED. ALL SPANS OF 10' OR MORE SHALL HAVE VERTICAL CAULKED SEAMS R. Wulbern CAP/FLASHING ALIGNED IN THE CENTER OF THE ARCHON. MPG MG2G EF-1G MC-1G MP-1G -- - - L y Architect PA __ - -- __ - -- - - - - +18'-1" TOP OF COPING '6 c ° 8 a`� ° AA-0003433 lie. (904)329.4M tet. mbertQwulbern.net. -- a� TR-1G EQ I EQ c TYP. (L + ai c 7 ° m d > - 1 _-- [-� u;l Ir EP-4G � m L-U o c lL (SOFFIT) of m n ca C EP-4G SHUTTERS EB-1G EF-1G EP-4G BAHAMAT.Q. SLAB H 76'-4' _. (TYP. of 4) SITE PLAN s PROVIDE ECT-IG 2 4 2 AMAIN (SOUTH) ENTRANCE ELEVATION APR VED (12"x24" STACKED BOND PATTERN (TYP.) ON ALL STAND'G. SEAM WALLS INSIDE VESTIBULE 72" 0 A pr al Date E ROOF'G. SYS. CORNICE (28.3 sq.ft.) rAt /fi _®.1� o� 02 LIGHT BAND BY SIGN CORNICE pprOVC1I 1- &Number MP-4G EP 8G MANUFACTURER B"3 A tl1 0 EP SG EF-9G °° r/FLAS LINE of ROOF SCUPPERS CAP/FLASHING CAP/FLASHING z HING O MG1G ROOF (REF. SHT. A-5) TR-1G MC�G EF-9G MG2G EF-1G MG1G MP-1G N� +20'-7"� _ DECK--- --- ROOF SCUPPERS --- MP-1G EP-2G +19'-6" (REF. SHT. A-5) TOP OF COPING Z TOP aF COPING EP-2G j M NON-COMBUSTIBLE CONSTRUCTION AT EXHAUST HOODS _- LL � TOP OF LT. BAND 72"0 LOGO U ------------ -------------- Fl 017 ° SIGN (TYP.) S-2 U LU J a. U)�y� • TR-1G TYP. <n MP-3G U g 0EQ EQ = TYP. 'S TR-1G +10'-0" O oB.O. CANOPY F, I� 2'-0" z iN 7'-0" TR-1G BOTTOM OF I M - TYP. FIXTURES ® TR-1G TYP. Q 10'-0" A.F.F. (TYP. } I F=- o a r 3 OPEV 7 EF-9G TYP. W Ld EQ EQ I ROOF DRAIN: CONNECT ° TO CATCH BASIN. '� E 12"x24" O COORDINATE WITH �` I I ECT-1G STACKED BOND cn CIVIL DRAWINGS. (TYP.) I I I PATTERN (TYP.) 0 EP 4G DRIVE -THROUGH LANE TO BE EP-2G EB 1G 3-STEP PROJECTING 4" (MIN.) AND 6" (MAX.) LATTICE LOCATED IN (4"d.) STUCCO BELOW FINISH FLOOR A STUCCO ACCENT FRIEZE (SEE PROFILE ELEVATION. REFER TO SITE BAND/FRAME STEEL PIPE BOLLARD: RD: TO THE LEFT). DESIGN STANDARDS. (4"w. x 2"d.) REFER TO SHEET CORNICE EP-8G EF-9G MC-3G CAP/FLASHING TOP OF COPING TOP OF COPING LELECTRICAL L GAS SERVICE SERVICE EP ENTRANCE -4G EF-9G ENTRANCE REAR (EAST) ELEVATION TRAG MP-3G EF-9G _ EP-4G TOP +19- 'fi" TOP OF COPING h+16'-7" ` ITOP OF COPING 72"0 LOGO SIGN (TYP.) MP-3G =C0-A'NOPY B T.O. STOREFRONT G/ r•iG 1 BEYOND E` B-1G BEYOND O SELF -CLOSING DRIVE-THRU WINDOW: EB-1G TR-1G REFERENCE WINDOW SCHEDULE, SHEET A-13 (TYPICAL) Tom• F 2'-9" 2'-0., c OPTION PASS-THRU OPENING FOR BURGER KING McLAMORE FOUNDATION COLLECTION BOX. 16'-3" Planning & Development ; REFER TO DETAIL, SHEET A-1.1 (TYPICAL) SenflCeS [ 0 2 4 a 12 2 DRIVE THROUGH NORTH ELEVATION APk 23201E 72" m STAND'G. SEAM RECEIVED (28.3 sq.ft.) CORNICE Y SIGN ROOF'G. SYS. LBEYND MG3GLIGHTMANUFAAND BCTURER MP-4G CAP/FLASHING N � CAP/FLASHING LINE of 111 ..2G EF-1G MG1G MP-1G ROOF 2' -A ❑I O J ECT-1 G 12"x24" STACKED BOND PATTERN (TYP.) —-8'-48" 2'-0" IJ 1 6" YP. - O ALUMIN. L ALUMIN. EB-1G WRAP COL. WRAP COL EF-iG FRONT (WEST) ELEVATION SCALE : 1/4" -- 1'-0" at 24"x36" 0 2 4 8 12 (SOFFIT) --`_ +10'-0"A B.O.O. MANSARD0 +9'-0"� T.O. STOREFRONT) EF-9G BEYOND __- BEYOND T.O. SILL C.UL331110f20181u10 PM W z o UU�W� O RILwix a aoa ci Z NO Z Y UwM i ma U a a SEVEN R VERTIG L 0 'J V� N Ili z Q Q N 0' 0) ■■ Wv ce) C7 o Z LL aW = } O�o W� TO LiJ Ce 3 00 m�zCDU) O w m D SEVEN R VERTIG L 0 'J V� N Ili z Q Q N 0' 0) ■■ Wv ce) C7 o Z LL aW = } O�o W� TO LiJ Ce 3 00 m�zCDU) O w m D an an 0 z z } 2 U) Z O a O Q w tz E n O z LLI J w OV WWN U) LL az z 0 O K (i tll w Q U = LU Z W III N ° J F- H �/ /� wfl O 0 t- O W Q 2 = w 0 z_ z Q CD z c rr w x A-2 SIGNAGE NOTES: 1. SIGNAGE SHOWN WILL BE PERMITTED UNDER A SEPARATE PERMIT. 2. SIGN CALCULATION: SIGN S-1 = 28.3 sq.ft. SIGN S-2 = 28.3 sq.ft. SIGN S-3 = 28.3 sq.ft. TOTAL = 84.9 sq.ft. MAX. ALLOWABLE = 126 sq_ft. cumulative ARCHITECTURAL ELEMENTS: 1. PREDOMINANTLY VERTICAL, RECTANGULAR WINDOWS. 2. RAISED CORNICE. 3. BAHAMA SHUTTERS 4. LATTICE DETAILING 5. STONE or PAVERS AT PROJECT ENTRY, DROP-OFF or PEDESTRIAN CROSSING (330 sq.ft. min.) SEE CIVIL PLAN 6. COLUMNS at BOTH ENTRANCES. DEPTH BASE ON STUCCO SPECIFICATION J" STUCCO REVEAL BY VINYL CORP. (OR EQUAL) SECURED TO SUBSTRATE PER MANUFACTURES SPECIFICATIONS. BUILDING HORIZ. A REVEALS - STUCCO_ SCALE: SCALE: 3" = 1'-0" at 24"x36" 3„ FALSE PARAPET CAP TO MATCH (MC 1G) 1 2 3 CAP/FLASHING A•1 4-1 CAP/FLASHING A,2 MG2G LIGHT BAND BY SIGN MC-3G MANUFACTURER 20'-- - -- --- - - V7OP OFCOPING - - MG1G MP-7G EP-2G - rr +18'- TOP OF LT. BAND - -- - - i - 72" 0 (28.3 sq.ft.) CORNICE S-1 EP 8G - z EF-9G N � 5 rLIGHT BAND BY BOTTOM FIXTURE 0 I SIGN MANUF. 14'-0" A.F.F. CAP/FLASHING MG2G EF-1G LINE OF EXTEND PARAPET TO ROOF DECK MATCH HEIGHT OF PARAPET BAND MGlG MP-1G MC-1G STAND'G. SEAM ROOF-G. SYS. INSTALL NICHIHA FIBER CEMENT PANELS (EF-9G) EF-iG MP64 PER MANUFACTURER'S SPECIFICATIONS. VERTICAL SEAMS SHALL BE MINIMIZED. ALL SPANS OF 10' OR MORE SHALL HAVE VERTICAL CAULKED SEAMS R. WLilbern ALIGNED IN THE CENTER OF THE ARCHON. - -a Architect PA -- - d AA-0003433 Ik. - +1B'-1" TOP OF COPING N ° (904)32&2010 MI - wbertwuronn.nel• ____ «� o� _ _ _--� 8° -_ - - -- - - MIR] C 0) 0 TR tG t - ° TYP. EO - EQ EL STAND'G. SEAM \` < - -8'-9" _ _, - --I --.. .---_.----- my ROOF'G. SYS. — - -- ----- - MP�IG ] crnw - - - = 4) N +10' — O! I i d I' A B.O. MANSARD - ALIGN - _ �' E +9'-0I _ t�OPY- _ - — r- SECURITY o P T.O. STOREFRONT -_ �� LIGHT v EP-4G � c SONG 1 -_ _ (SOFFIT) (SOFFIT) _ LMjj 01 T� A A Lt 7 l0 rR � +Q,-On E v BAHAMA ' T.O. SLAB g EP�G SHUTTERS EB-1G EF-1G EP-4G ° v B-1G EF-tG TYP. TR-1G TR-1G TYP. (TYP. of 4) SITE PLAN CORNICE EP-8G CAP +19'-6" TOP OF COPING 0 EF-9G REF. ELEVATIONS 4 --- -- � -� �4•� T.O. COPING TR-1 G TYP. LED PARAPET LIGHT BAND BY APPROVED o SUPPLIER I 7 AA STEEL PIPE BOLLARD: REFER T EQ ADJUSTMENT BRACKET _ LED UPLIGHTING (16 GA. STEEL) (REFER TO CUT SHEET)'I B z TOP OF SILL v - _ ® DRIVE-THRU C� a X\ 2x6 and 2x4 TOP PLATE - _t " EB-1 G 4 x 3" TEK SCREWS METAL FLASHING iOTH SIDES at EA. END SYSTEM TO d PRE -DRILLED HOLES) .4 MATCH (MC-2G) I REFER TO SECT'S & ELEV'S FOR FINISH - B PARAPET LIGHT BAND DETAIL PROVIDE ECT-1G a 12 AMAIN (SOUTH) ENTRANCE ELEVATION APR VED Q o u a c (12"x24" STACKED BOND 7 �5 l u, P PATTERN (TYP.) ON ALL SCALE: 1/4" = 1'-0" at 24x36 r `,w STAND'G. SEAM WALLS INSIDE VESTIBULE 72" 0 prOval Date E m ROOF'G. SYS. CORNICE (28.3 sq.ft.)�G_ ° LIGHT BAND BY SIG 8' 8 7 LIGHT BAND BY SIGN 9 CORNICE 10 E MP 4G EP-8G EP-8G EF�G S� MC-3G Approval Doc. & Number MANUFACTURER A�i A$ AB MANUFACTURER A11 A-n CAP/FLASHING LINE of CAP/FLASHING CAP/FLASHING Z CAP/FLASHING ROOF SCUPPERS N 0 MG2G MG1G ROOF TR-1G MG3G EF-9G MG2G EF-1G MG1G MP-1G (REF. SHT. A-5} +20'-7"h = DECK --- -- -- -- -- - - ROOF SCUPPERS - ---- EF-1G MP-1G EP-2G (REF. SHT. A-5) TOP OF COPING z TOP` OF COPING EP-2G LL -- - - - - - --- - - - — -- - - -- - P OF LT. 2 BA NDTU 72"0 LOGO ---- - LLr p L SIGN TYP. � U 2 U 4 TU-4__ -- ... - o w m --- i'-- $-. I'r' 1I — ---- - — u I; 8'-0"—.. EO--- EQ TYP. I TR-1G +10'-0" O ILL B.O. CANOPY 7 -0- - BOTTOM OF - -- .: .� c - f v. �'•. ... TYP FIXTURES TR-1G k -- E TR-1G TYP. t 0,-0„ A.F.F. _ I (TYP ROOF DRAIN: CONNECT�� v Lo OPEN EF-9G TYP. x y -E z '-' '"'`" £�>x - TO CATCH BASIN. Y 12"x24„ COORDINATE WITH CIVIL DRAWINGS. (TYP.) I I ECT-1G STACKED BOND PATTERN (TYP.) NON-COMBUSTIBLE CONSTRUCTION AT EXHAUST HOODS EB 1G EP�G DRIVE -THROUGH LANE TO BE EP-2G 3-STEP PROJECTING 4" (MIN.) AND 6" (MAX.) LATTICE LOCATED IN (4"d.) STUCCO BELOW FINISH FLOOR A STUCCO ACCENT FRIEZE (SEE PROFILE ELEVATION. REFER TO SITE BAND/FRAME TO THE LEFT). DESIGN STANDARDS. (4"w. x 2"d.) -- --- - EP-4G SCALE: 3 = 1 -0 at 24 x.36 13 SIM. 13 14 A" M" A-72 STAND'G. SEAM CAP/FLASHING ROOF'G. SYS. CAP/FLASHING EP-8G EF-1G MG1G MP-4G MG1G EF-1G EF-9G BEYOND `�" -- _- .. _ _ ----- --- _ LINE of - - - - ROOF DECK BEYOND S-1 - - BEYOND EXTEND PARAPET r0 MATCH HEIGHT IF PARAPET BAND int�1 — BEYOND -- ---- ---- EP4G BAHAMA SHUTTER - (BEYOND) EF-1 G EB-tG EP-4G (SOFFIT) L SERVICE ELECTRICAL L GAS SERVICE ENTRANCE ENTRANCE REAR (EAST) ELEVATION SCALE: 1/4" = 1'-0" at 24"x36" EP-8G MC-3G CAP/FLASHING TOP OF OF COPING +18'-1 " z1h TOP OF COPING EP-4G) "--( EF-9G TR-IG MP-3G EF-9G EB-1G STEEL PIPE BOLLARD: REFER TO SHEET S-1 _--.---90'-84.. _ O EB-1G TR-tG SELF -CLOSING DRIVE-THRU WINDOW: TYP REFERENCE WINDOW SCHEDULE, SHEET A-13 (TYPICAL) _ OPTION PASS-THRU OPENING FOR BURGER3" 2'-9"2'-0" KING McLAMORE FOUNDATION COLLECTION BOX. 16•-34" REFER TO DETAIL, SHEET A-1.1 (TYPICAL) 0 2 4 8 '' 2 DRIVE THROUGH NORTH ELEVATION SCALE: 1/4" = V-0" at 24"x36 11 72" 0 12 STAND'G. SEAM M10 (28.3 sq.ft.) CORNICE A,11 ROOF'G. SYS. LIGHT BAND BY SIGN -4 I.V. JLMC Planning & Development Services APR 2 3 2018 RECEIVE[ EF-913 MC 3G _ 8-2 EF-9G EP 8G MANUFACTURER MP 4G BEYOND CAP/FLASHING a ? CAP/FLASHING N LINE of 0_ _, , MC-2G EF-1G MC-1G MP-1G ROOF T�' OP OF"COPING DECK _ -- - - TOP OF+COPING $+19'-6" TOP OF COPING +16'-7" TOP OF COPING 72"0 LOGO f �\ SIGN (TYP.) MP 3G 2' B.O. CANOPY +9'-0" T.O. STOREFRONT BEYOND BEYOND r --- o u_PLo ECT-iG EB-1G ALUMIN. I ALUMIN. EF-113 WRAP COL. WRAP COL. 12"x24" STACKED BOND PATTERN (TYP.) IFRONT WEST ELEVATION SCALE: 1/4" = 1'-0" at 24"x36" 0 2 4 8 12 --------------..__ - +18.-1-� --- - TOP OF LT. BAND BEYOND EPI (SOFFIT) +10'-0"A B.O.O. M +9'0' T.O. STTOR-EFRbNT GtI r•-? BEYOND - BEYOND +2'-6"0 T 0 SILL i w w 0 U_ z 0 0 T.O. SLAB _O ~ LL z Z Q a z -O A; 33 ARC D vlorz0le e1s ab1 5 � � v z 0 W O to c�i to Y z z N w � rr m LLm w Q o o d IL n N O O Z w •'D U �/ Z 3c I LU — _Uj a M o U o a SEVEN n _ •'d_ l VERTIC L it Aw � ICI V I .� II i C4 z a <LID ■■ Of LU ♦Z 0 Y o l V 0 � rO Z J LL I 0 : O W = U w 0 U, �✓CIO� r�°° zICh IUI1111 A-2 w ad F ARCHITECTURAL GUIDE SPECIFICATION SECTION 08 81 00 GLASS GLAZING Note to Specifiers: Customer: BURGER KING Project: IMPACT RATED GLAZING The specifications below are suggested as desirable inclusions in glass and glazing specifications (section 08 8100), but are not intended to be complete. An appropriate and qualified Architect or Engineer must verify suitability of a particular product for use in a particular application as well as review final specifications. Ofdcastle BuildingEnvelopee assumes no responsibility or liability for the information included or not Included in these specifications. ApMved Glass Fabricator Oldcastle Build ngEnvelope ass. Desea�tian FLOAT GLASS 1. USA - Annealed float glass shall comply with ASTM C1036, Type 1, Class 1 (clear), Class 2 (tinter().. Quality-03. Canada Annealed float glass shall comply with CAN/CG8B-12.3-M, Quality -Glazing. USA- Heat-str ngthened stoat glass shall comply with ASTM C1048, Type I, Class 1 (clear). Class 2 ted), 0uaiity 03, Kind HS. Canada •. Heat strengthened float glass shallcomply with CAN/ SB 1 9 t ,Tye 2 Heat Stray en! Glr ,Class A -Float Glass. " �h: USA Tarttpe i lgdt{lie r 6 , ASTIVt O1048, Type 1, Class 1 (clear), Class 2 (tinted), ality 03 Kind FT. Canada - Tempered float glass shall comply with CAN/CGSB-12.1-M. Type 2- Tempered Glass, Class B-Float Glass, 4, USA- Laminated glass to acomply with ASTM C1172. (,4-mada - 1- n1inated glass to compy with CAN/ OGSB-12.1-M, Type 1-Laminate d Glaf;,s. Class B-Float Gl.ts s. 5. Glass shall be annealed. heat -strengthened or tempered as reu aired by codes. or as required to meet thermal' stress and wind loads.. SeakdInsniatt Glass (IG) GENERAL 'Visian Glass (Var&A 1. IG units consist of glass lites separated by a dehydrated airspace that is hermetically dual sealed with a primary seal of polyisobutylene (PIB) and a secondary seal of silicone or an organic sealant depending on the application. 2. USA - Insulating glass units are certified through the Insulating Glass Certification Council (IGCC) to ASTM E2190, Canada - Insulating Glass units are certified through the Insulating Glass Manufacturers Allimice (IGMA) to either the IGMAC certification program to CAN/CGSB-1'2.8, or through the IGMA program to ASTM E2190. IG VISION UNIT PERFORMANCE CHARACTERISTICS 1. Exterior Lite 9/16" Laminate -1/4" Clear 0.075" StormGlassTM Interlayer - 1/4" Pilkington Clear Eclipse AdvantageTM Radiant Low-E #4 2. Interior Lite 1/4" Clear 3. 1/2" Cavity 112 inch (Air Fill) 4. Performance Characteristics Thermal'. Winter U-factor/U-value: Summer U-factor/U-value: Solar Heat Gain Coefficient: Shading Coefficient: Relative bleat Gain (Btufnr-#t�' Light to Solar Gain: PROVIDE GLAZING COMPLIANT WITH STOREFRONT PRODUCT APPROVAL/NOA SYSTEM. THESE SOLAR CHARACTERISTICS ARE MINIMUM REQ'S. NOTIFY A/E OF ANY DIFFERENCES BETWEEN ACTUAL and SPEC'D. Optical 0,33 Visible Light Transmittance: 56% 0,34 Visible Light Reflectance (outside): 26% 0.45 Visible Light Reflectance (inside): 31 % 0.52 Total Solar Transmittance: 36% 109 Total Solar Reflectance (outside): 15% 1.24 Ultraviolet Transmittance: <1 fa Contact Otdcssilc Buiidin9EnveopsV at 666-0Idcautle r653-2278) for wrnplas or aoddional informaUgn ccalcerni" tmeafar¢nancs, ohline9t, deflection, therrnat stfass.er, application guidelines. Glacseleat* caiir€ates center o, glass `xerfareraesca; data uskag the Lane s e Berkeley Normal Lab¢rafury (LeNU WindePA 6s proy.arn 9,rrrsio 6,3.74..0) with Env'ironrr esnta€ rordit€ans sei at NFRC 100-2010, Gas Library Del q Ash, is used for lrsia acing olass units with aaic ooas Ulearr florn4 n01A ,Ak14 M -) is u.:ed for Inewaraag C Cuss units vr0v anion. Menolorric g&ass data is from the following sourrm 1. LENL International Glazing Database OGD15) version 4CO: 2 Vendor supplied cpectrV data %as. Laminated glansdata is worn thefoiloectV sources: 1, LENL inns: natlaml Glaz g Database IIGD8) vencon 44.0: 2 LBdkL Optic 6 ",ion 6,0 4d41nteserwe Pack 11 S. Vendor supplied spec"trrai dace flies; 4. Vendor suppfled data. 6. Basest on venlar testing.. ctear achi-etched glass performance data is earanated uenr4 mau€err airrar glass of equwler¢t thicknet& Tnerr.7at valuers are In imperial units. BACK OF HOUSE FLOOR TILE (KITCHEN, MANAGER'S OFFICE, STORAGE, ETC.) CT-10L QUARRY TILE BACK OF HOUSE DAL -TILE QUARRY TILE OQ42 ARID GRAY 6" X 6" NOTE: USE WITH GR-6L FLOORING ***ADD ABRASIVE GRAIN CT-11L QUARRY TILE BASE BACK OF HOUSE DAL -TILE QUARRY TILE Q-3565 5" X 6" NOTE: USE WITH GR-6L COVE BASE COVE BASE - ARID GRAY GR-6L GROUT BACK OF HOUSE LATICRETE SPECTRALOCK 2000 IG # 45 "RAVEN" NOTE: USE WITH CT-10L, CT-11L CONTACT: KIRBY DAVIS AT LATICRETE (203) 671-7210 TS -1L TRANSITION STRIP CERAMIC TILE TO SCHLUTER SYSTEMS TRANSITION PROFILES FOR SCHIENE (RADIUS) CONTACT: EARL MAICUS AT SCHLUTER SYSTEMS CERAMIC TILE FLOORS AE 100 - R, SATIN ANODIZED ALUMINUM 800-267-0817 EMAICUS@SCHLUTER.COM 3/8" - 10MM R. Wulbern r Atchitect PA C- AA.0003433 lie• o O (904)329-2510 tel• N 9 robertililavulberanet nc: U O` s� a- a c m 0 c w 0 m 'o c � o) w- m > �a a O N c E O 0 '6 c c o) BURGER KING - 20/20 GARDEN GRILL EXTERIOR MATERIALS & FINISH SCHEDULE 11 16/ 7 CODE MATERIAL LOCATION MANUFACTURER DESCRIPTION ADDITIO NAL IN FO RMATION PRODUCT COLOR DIMENSION MOD j Q5 TUMBLED (FULL BRICK} OLDE HILLSBORO CONTACT: GABE POWERS (502) 558-4612 EVOLUTION BRICK NOTE: USE WITH EGR-3G HIN BRICK SIERRA TUMBLED _.-- _-_---"----___.-- - - EB-1G EXTERIOR BRICK GENERAL PINE HALL BRICK FACE BRICK OLD IRVINGTON 0/S CONTACT: THERESA BEANE (800) 334-8689 - tbeane@pinehallbnck.com NOTE: USE WITH EGR-3G H.C. MUDdOX BRICK THIN BRICK BK WEST COAST BLEND CONTACT: ED PEREZ (916) 917-7196NOTE: SE WITH EGR-3G CONTACT: JOY DETER AT EUROWEST (714) 309-9551 ECT-1G EXTERIOR CERAMIC TILE ACCENT AT BUILDING FRONT GRANITI GIANDRE / EUROWEST SENSIBLE STONE ED5052 "RED NATURAL" STACKED BOND PATTERN 12" X 24" OR JOY KLEIN (813) 334-3302 iklein@transamenca.com NOTE: USE WITH EGR-4G EXTERIOR FINISH - STO POWERWALL STUCCO SYSTEM COLOR TO MATCH EP-2G CONTACT: TIM SALERNO AT STO CORP (407) 466-5371 EF-1G/ STUCCO, STO, FIBER GENERAL STO OR APPROVED EQUAL TEXTURE: FINE SAND PPG "TANNERS TAUPE" EF-2G CEMENT SIDING PANELS OR STO THERM CI EIFS SYSTEM EF 4G EXTERIOR FINISH GENERAL STO OR APPROVED EQUAL 5T0 POWERWALL STUCCO SYSTEM COLOR TO MATCH EP-4G "MONTEREY CONTACT: TIM SALERNO AT STO CORP (407) 466-5371 STUCCO _ - -PPG CLIFFS" ------- - ----- - CONTACT NICHIHA CUSTOMER SERVICE (770) 805-9466 1 EF-9G EXTERIOR FINISH BK@NICHIHA.CCM FIBER CEMENT INSTALL PER MANUFACTURERS SPECIFICATIONS. VERTICAL SEAMS SHALL BE MINIMIZED.. ALL SPANS OF 10' OR MORE SHALL NICHIHA FIBER CEMENT VINTAGE WOOD EF762 "CEDAR" is" X 10, HAVE VERTICAL SEAMS ALIGNED IN THE CENTER OF THE ARCHON. SEAMS TO BE CAULKED WITH EC-1G OR USE "H-MOLD" TR 1G ALUMINUM TRIMS EXTERIOR SIGN ARCHONS FACTORY TRIMS. ALL TRIMS SHALL BE FACTORY PAINTED TO MATCH PANELS. VERTICAL APPLICATIONS ONLY NOT FOR USE ON SOFFTjS�__ _- CONTACT: MATT KLINGE AT ADFAST (314) 753-0964 EC-IG EXTERIOR CAULK ADSEAL PRODUCTS ADSEAL 458-63 "VINTAGE WOOD CEDAR" matt.<Iinge@adfastcorp.com NOTE: USE WITH EF-96 PRIMER: 17-921 'TANNERS TAUPE" CONTACT: KEVIN LASTACY @ PPG EP-1G/EP-2G EXTERIOR PAINT EXTERIOR GENERAL PAINT: 6-2045XI Custom Formula Corporate National Accounts Manager (616) 335-3259 PRIMER: 17-921 "MONTERREY CLIFFS" EP-4G EXTERIOR PAINT EXTERIOR WAINSCOT PAINT: 6-2045XI 10YY 14 080 klastacy@ppg.com NOTE: FOR REMODELS ONLY LOGO SIGN CABINETS & PRIMER: 6-212 "BURGER KING SILVER" EP-6G EXTERIOR PAINT BURGER KING CHANNEL PAINT: 6-230 Custom Formula NOT FOR USE ON ROOFS. LETTER CABINETS PPG SEE EP-6AG & EP-6BG EP-8BG EXTERIOR PAINT METAL COPING AT ARCHON PRIMER: 17-921 "CEDAR" TOWERS PAINT. 6-2045XI Custom Formula EXT-1G EXTERIOR PAINT POLES & POLE SIGN PRIMER: 90-712 _ "BLACK" PAINT: 90-353 PRIMER. 90-712 Tint to match -2G EXTERIOR PAINT SIGNS PAMI: 90-375 PP 06 6 "DECONSTRUCTION'" PRIMER: 'TAUPE TONE" Contact: GLENN REMLER, ARCHITECTURAL ACCOUNT EXECUTIVE rEP-1G/ Loxon Concrete & Masonry A24W300 SW 7633 EXTERIOR PAINT EXTERIOR GENERAL PAINT: phone: (954) 547-1217 2G Supelpaint Ext Satin A89 Series Satin email:. GennJ.Remler@Sherwin.com PRIMER: HOMESTEAD BROWN " Loxon Concrete & Masonry A24W300 SW 7515 EP-4G EXTERIOR PAINT EXTERIOR WAINSCOT PAINT: Superpaint Ext Satin A89 Series Satin ------- 'NOTE: FOR REMODELS ONLY PRIMER: FACTORY FINISH SILVER LOGO SIGN CABINETS & Kern Bond HIS B50A28 EP-6G EXTERIOR PAINT BURGER KING CHANNEL CABINETS PAINT: NOT FOR USE ° ItI LETTER SHERWIN-WILLIAMS SilverBnte 859S11 J' L_ - - APP 0 ED PRIMER: "CEDAR" METAL COPING AT ARCHON Pro Industrial Pro-Cryl Primer B66-310 Custom Formula -J S AV1 EP-8G EXTERIOR PAINT TOWERS PAINT: rov Date Pro Industrial High Performance„Acrylic B66-650_ Semi -Gloss Approval D & Number Planning & Development PRIMER FACTORY FINISH BLACK Pro Industrial Pro -Cry) PrimerB66-310 ServiCes EXT-1G EXTERIOR PAINT POLES & POLE SIGN PAINT: APR 2 3 Z018 Pro Industrial High Performance Acrylic B66-600 Gass RECEIVED PRIMER: FACTORY FINISH TO MATCH Pro Industrial Pro-Cryl Primer B66-310 SW 6075 "GARRET GRAY" EXT-2G EXTERIOR PAINT SIGNS PAINT: Pro Industrial High Performance Acrylic B66-600 Gloss EGR-3G GROUT BRICK MAPEI _ #5 "CHAMOIS" NOTE: USE WITH EB-iG NOTE: USE WITH ECT-1G EGR-4G GROUT CERAMIC TILE CUSTOM BUILDING PRODUCTS POLYBLEND SANDED 14335 "WINTER GRAY" *** FOR SETTING MATERIALS USE COMPLETE CONTACT RAPID SET *** SEALGROUT WITH AQUAMIX SEALERS CHOICE GOLD CONTACT: W.P. HICKMAN COMPANY (828)676-1700 - WWW,WPH.COM MC-1G METAL COPING TOP OF LIGHT BAND PERMA SNAP PLUS A-30 "SILVERSMITH" WALL CAP FACTORY FINISH TO MATCH EP-2G MC-2G METAL COPING BELOW LIGHT BAND W.P. HICKMAN SYSTEMS, INC. PERMA SNAP PLUS PPG "TANNERS TAUPE" TO BE PAINTED TO MATCH EP-8G MC-3G METAL COPING TOP OF ARCHON PERMA SNAP PLUS PPG "CEDAR" MP-1G PARAPET LIGHT BAND LEKTRON *SEE APPROVED SIGN LED LIGHT BAND *SEE PLANS PRODUCT INFORMATION: KEVIN RUBOTTOM AT LEKTRON Email 634-4059 OR lektr 6inc.co $ „ Email; KRubottom@lektrpninc.com ., SUPPLIERS a MP-3G METAL CANOPY ABOVE DOORS *SEE APPROVED CUSTOM METAL CANOPY COLOR: CLEAR ANODIZED SEE PLANS " AND WINDOWS CANOPY SUPPLIERS I CONTACT: YUSUKE KOREEDA (615) 945-9991 STANDING SEAM METAL ROOF FIRESTONE METAL PRODUCTS UCA PRCFILE SILVER METALLIC SR *SEE PLANS Email: k«reedayusuke@firestonebp.com ) % METAL AWNING / SSM ABOVE WINDOWS/ MANSARD _ ROOFING ROOFING CONTACT: (210) 650-7047 - STANDING SEAM METAL ROOF BERRIDGE ROOFING CEE-LOCK PREMIUM METALLIC -ZINC COTE SEE PLANS METAL PRODUCTS ,�EOF,FCO,R Rt c. wu4e� * — z;• 33 r a•.,. D ARG Ill 0/20181:17 PM v a w G LL rn O W a to cn Y z z N 7Lu Q Y Y tL 0 � uJ CC m m ILI ~ o a o to 0 rn 0 c� G J � N CD U U `E O p r-, Z W -%0 U W Z Y w— ix i m ¢ W o U o a / SSE1/ENh'°� _ERITI 4 Cri J U) N o Z Q LU N rn .. O� W M Y Q C7 �I O Z IA W y ss LL I� O0 = Z W W�F''=°i 0 ~ CD U) � J coo z(0U) oo Z ,W V UJ g w sl o! U) LL � W O Q J tLLJ W ~ o Q f- W W X UTILITY CONTACTS WATER & SEWER CITY OF PORT ST. LUCIE UTILITY DIVISION 121 SW PORT ST. LUCIE BLVD, BLDG B PORT ST. LUCIE, FL 34984 CONTACT: DIANA SPRIGGS PE PHONE: (772) 873-6400 E—MAIL: DSPRIGGS@CITYOFPSL.COM PLANNING, ST. LUCIE COUNTY ZONING, & 2300 VIRGINIA AVE FT. PIERCE, FL 34982 CONTACT: DEBRA ZAMPETTI PHONE: (772) 462-1553 E—MAIL: ZAMPETTID@STLUCIECO.ORG BUILDING ST. LUCIE COUNTY 2300 VIRGINIA AVE FT. PIERCE, FL 34982 CONTACT: MONICA GRAZIANI PHONE: (772) 462-1553 EMAIL: GRAZ IAN I M@STLUCI ECO. ORG STORM WATER ST. LUCIE COUNTY UTILITY DEPARTMENT 2300 VIRGINIA AVE FT. PIERCE, FL 34982 PHONE: (772) 462-1707 FIRE DEPT ST LUCIE COUNTY FIRE DEPARTMENT AINT L URGER. KIN 6598 US HWY I PORT ST. LUCIE FL 34952 PREPRREDI FORID VERDRDIREAt ESTRTE PARCEL I.D. # 3415-502-0011-000-4 PARCEL I.D. # 3415-502-0014-000-5 PARCEL I.D. #1,, 3415-502-0015-000-2 SECTION 159 TOWNSHIP 36 SOUTH, RANGE 40 EAST 5160 NW MILNER DR PORT ST. LUCIE, FL 34983 514 ""�Y. PHONE: (772) 621-3322 MAPSCALE 1•=600' EMAIL; INFO@SLCFD.ORG NATURAL GAS FORT PIERCE UTILITY AUTHORITY PHONE: (772)466-1600 ext. 6930 ore MOP AREA SHOWN ON THIS PANEL LocaTeo SOUTH, RANGE as m rnNc qxn .: rt ELECTRIC FLORIDA POWER & LIGHT 1050 SE BRANDON CIRCLE PORT ST. LUCIE, FL 34952 CONTACT PERSON: SHARI ALLORE PHONE: (772) 337-7025 EMAIL: SHARI.J.ALLORE@FPL.COM TELEPHONE COMCAST CONTACT: JULIAN DELANEY EMAIL. JULIAN—DELANEY@CABLE.COMCAST.COM PHONE: (855) 812-7690 RIGHT OF WAY FLORIDA DEPARTMENT OF TRANSPORTATION 3400 WEST COMMERCIAL BLVD FT. LAUDERDALE, FL 33309 CONTACT: JUAN CARLOS RODRIGUEZ PHONE: (954) 777-4437 E—MAIL: JUAN.RODRIGUEZ@DOT.STATE.FL.US ST. LUCIE COUNTY 2300 VIRGINIA AVE FORT PIERCE, FL 34982 PHONE: (772) 462-2511 HEALTH DEPT. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DIVISION OF HOTELS AND RESTAURANTS 1940 NORTH MONROE ST TALLAHASSEE, FL 32399 CONTACT: PLANS REVIEW .OFFICE PHONE: (850) 487-1395 EMAIL: DHR.PLANSREVIEW@DBPR.STATE.FL.US ENVIRONMENTAL FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION & CITY OF PORT ST. LUCIE UTILITY SYSTEM DEPARTMENT 3301 GUN CLUB RD WEST PALM BEACH, FL 33406 CONTACT: JENNIFER SMITH PHONE: (501) 681-6600 GENERAL STATEMENT: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 2,967 SF BURGER KING RESTAURANT WITH A DRIVE THROUGH WINDOW, AS WELL AS THE CONSTRUCTION OF ASSOCIATED PARKING, UTILITIES, AND AN UNDERGROUND DETENTION SYSTEM. FLOOD NOTE: THE PROPERTY SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE "X", AS SHOWN ON THE FLOOD INSURANCE RATE MAP, 12111CO277J, DATED FEBRUARY 16, 2012.1 NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. LAND USE DATA ZONING: CG COMMERCIAL GENERAL LOCAL JURISDICTION: ST. LUCIE COUNTY, FL DIRECTIONS TO SITE: FROM 1-95 TAKE EXIT 121 FOR SW ST. LUCIE BLVD. TRAVEL EAST, FOLLOW SIGNS FOR PORT ST. LUCIE; CONTINUE ON SW ST. LUCIE BLVD TURN LEFT ON US-1, TRAVEL NORTH ON US-1. THE SITE IS ON THE NORTH EAST CORNER OF US-1 AND KITTERMAN ROAD. VISIONS: A NOTE ADDED, PER COUNTY COMMENTS 11/14/17 Q SHEETS ADDED 11/27/17 FLOOD INSURANCE RATE MAP �a ST, LUCIE COUNTY, m FLORIDA m AND INCORPORATED AREAS PANEI. 277 OF 426 ��� (BEE I.N.P MOIXFORFIP.M PPhEIfgYOdl9 DENNISQN DR Q.crvw 15 w�ar•eii M m r' �r GOFORTH BLVD wos '• MAPNUMBER 1 I _ 12111C0177J MAP REVISED x p.,�.;�pl7ts45a=;MabE`sa•^- ® FEBRUARY 16,2012 Eaxrc�Aor_Fte� _ `,' eeaerM em tk,eernlaes®aol Aeeoay ' "09 ISLAND w rci a e0 wN M1Mry l,v tlledCck F tXe letmt paE THIS PROPERTY IS NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN AS SHOWN ON F.I.R.M. COMMUNITY PANEL NUMBER 12111CO277J DATED FEBRUARY 16 2012. SITE LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION: (AS PER COMMITMENT FOR TITLE INSURANCE, ISSUED BY FIDELITY NATIONAL I' TITLE INSURANCE COMPANY, EFFECTIVE 02/19/2017, 07:45 AM) LOTS;>11, 12 AND 13, WHITE CITY GARDENS, AN UNRECORDED SUBDIVISION LOCATED IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS SHOWN ON MAP OR PLAT THEREOF ATTACHED TO WARRANTY DEED RECORDED IN DEED BOOK 187, PAGES 408 THROUGH 410, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, MODEL LAND COMPANY SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPT ROAD RIGHT—OF—WAY. WITHIN 90 DAYS OF SITE PLAN APPROVAL, ALL CATEGORY I INVASIVE PLANTS SHALL BE 1 REMOVED FROM THE SITE. OWNER: DEVELOPER: CIVIL ENGINEER: SEVEN REAL ESTATE HOLDINGS, LLC. VERDAD REAL ESTATE CIVIL CONSULTING ENGINEERS, INC., LEO LEON DEREK BROWN TIM STACKHOUSE, P.E. 117 HIDDEN GLEN WAY 1211 SOUTH WHITE CHAPEL BLVD., 122 CEDAR WOODS TRAIL DOTHAN, AL 36303 SOUTHLAKE. TX 76092 CANTON, GA 30114 PHONE: (504)-577-2019 PHONE: (321) 698-3970 LANDSCAPE ARCHITECT: FRAWLEY ASSOCIATES LLC PETER FRAWLEY, RLA, ASLA 675 SEMINOLE AVE., NE SUITE 101 ATLANTA, GA 30307 PHONE: (404)-874-5091 LAND SURVEYOR: WRIGHTPSM, LLC 2263 NW 3RD AVENUE BOCA RATON, FL 33431 PHONE: (772) 538-1658 _ 24-HOUR CONTACT: DEREK BROWN T, TOGETHER PATH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO O CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLATARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know WIIaPS below. THEREFORE CERTIFICATION TO THE LOCATION OFALL Call before you dig. UNDERGROUND UTILITIES ARE WITHHELD. ARCHITECT: R, WULBERN ARCHITECT PA 6034 CHESTER AVE, SUITE 204 JACKSONVILLE, FL 32217 PHONE: (904) 329-2510 504 577-2019 A A ECE TABLE OF CONTENTS # SHEET NUMBER SHEET TITLE 01 C0 COVER 02 DM1 DEMOLITION PLAN 031 ES1 EROSION CONTROL PLAN 04 ES2 EROSION CONTROL DETAILS 05 ES3 EROSION CONTROL SPECIFICATIONS 06 C1 SITE PLAN 07 C2 GRADING PLAN 08 C3° DRAINAGE PLAN 09 C4 UTLITY PLAN 10 C5 PROFILES 11 C6 CROSS SECTIONS 12 C7 CROSS SECTIONS 13 C8 DETAILS 14 C9 DETAILS 15 C10 DETAILS 161 C11 DETAILS 17 C12 DETAILS 18 C13 DETAILS 19 C14 DETAILS 20 C15 DETAILS 21 C16 STORMWATER DETAILS 22 C17 STORMWATER DETAILS 23 C18 STORMWATER DETAILS 24 C19 DETAILS 25 C20 RETAINING WALL DETAILS 26 LS1 LANDSCAPE PLAN 27 LS2 LANDSCAPE DETAILS 28 11 IRRIGATION PLAN 29 12 IRRIGATION DETAILS 30 SU1 BOUNDARY SURVEY 31 AEO-1 PHOTOMETRIC PLAN BUILDING PROTOTYPE: ROC60-2020 AREVISIONS: 11/27/17 PROJECT NUMBER: 27080-001-01 r HOJLC I INAML: P.S.L-BURGER KING @ KITTERMAN 1 1LPROJECT ADDRESS: 6598 U.S. HIGHWAY I ,0 p PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE LICENSE NO 81400 ST,,. � '��•'�,\CENSE'�'yp •N� /23/18 �O •, STATE OF ((�\ ENGINEER OF RECORD FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL nc. CANTON, GA 30H4 f' 678-462-4072 eiviloonrultingEnginQQuino.00m COVER CO II I I 1 I I 1 I I I CONTRACTOR q 20.00' 22.00' i I I I WI I II ZI 1 �1 31 I 6 II �I I I I ID n1 RE� VE CURB INLET REW ACE WITH TYPE I I I I I I I 1 I I 1 9 ° 12' 41.88"E 50.000' IjI i a I LO�j TE UNDERGROUNi I PRII R TO EX AVATIOIld 1; I Ip I ��. x h� h� 6 6 P x l I� I � P M 1 x y O. x g p I x y A� x0 EXISTING HEADWALL x , x x / STONE EMBANKMENT 0� 6 TO BE MAINTAINED x S89' 47' 18.12"W 202.116' A xob p -0DD�,r1QD LnD Lnn LOn -- SF SF SF SF SF SF SF K/WLLINE SF SE xhv- SEE DRAINAGE PLAN AND PROFILES °j' x9l q6 FOR DRAINAGE STRUCTURE TREATMENT x x HARE AVENUE 50' R W PE DEED BOOK 197, PG. 133, AN AS PER x 0 x 0 WHITE CIT��ARDNES UNRECORDED PLAT, DEED BOOK 187, PG. 410 �°➢ \--_------- h----- --------------- ho: ho — ----- xh------- h c^ 11 o x x hoh EX. MIXED GRAVEL/ASPHs4hLT ho "r LIMITS OF x ACCESS ROAD (WIDTH VARIES) $ DISTURBANCE x r ---w N89'47'18"E x ---- ---*1 �--------- 4� Q0-------- - R/W LINE X---------------------------------------------- x Fl g 4T18"E(C) 412.00' �-) -- -- -- NO'jyT27"W METAL B '�BDARD SIGNPOST 202.00' h / 8W-47188 E 372W0 70SF0 _ h0 O - -------------------------------------------- Q I IP I ______ ___ __ ------ 0 N I j j ( h0 I CONTRACTOR TO REMOVE ALL ho.i ^ O 31.91 x EXISTING ONSITE IMPROVEMENTS, PAVEMENT, L--- I ------------------ x---------- p I IP o BUILDINGS, STRUCTURES, FOOTINGS, STAIRS, I x, N I SLABS, UTILITIES AND POLES UNLESS OTHERWISE f--1 n O I 0) 1 1 4 IP\ i h 9 I NOTED I- ` xh L_j I I � I I LO C) i I o OVERWb BILLBOARD � 0 I I O —� a Hw- c~1 i i l D3 xh N 3 w \ v I P ;O NO'17'27"W z_ Of j I o 143.98' J I— O O I 'I p af o > a ^\ h h Xho. w >� II N Id' I x'h1 a I I LIMITS OF I I 1 I w VT 3 I I I DISTURBANCE 3 O f— 1 dI I I T NP ij2 I� I I I I I \\ i I LJ p I J LL_ ,OZ I I / Z Id 1 I w M i QI I I D91 m 0_ N P N I ,1 II' I _ I' O'I xhp•hh•ihh� `tI. Icy PP, a, OINV ,\'\—� yc' \ I Ip�� �900 ' �) ho h \ _ ui W O Z J 1 3 BENCHMARK 1 ELEV=12.76' NAVD88 P.K.&DISK P.S.M.6868 -- N 9'42'33"E 100.00' N.W. CORNEROF THE S.E. 1/4 22.00' _ SEC. 15-36-40 -- SITE R/W PA x hJ DEMOLITION NOTES h 1. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION x9 q,' SHALL BE REMOVED UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET AND/OR x PROJECT SPECIFICATIONS. THIS INCLUDES I I FOUNDATION SLABS, WALLS AND FOOTINGS. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE BACKFILLED WITH SATISFACTORY MATERIALS AND COMPACTED PER THE PROJECT SPECIFICATIONS, AS DETERMINED BY THE ONSITE GEOTECHNICAL ENGINEER. 2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD. -' - -- -- 3. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR �9 AND DISPOSED OF OFFSITE IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL x x LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. TAKE CARE TO PROTECT UTILITIES THAT a ro ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY ob STANDARDS AND AT THE CONTRACTOR'S EXPENSE.. xo�_________ _______________________` `\ x 4. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT -----------#- - lb� SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY. \\\ � 5. EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE \ \�� x� PROPERLY INSTALLED AND SHALL FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION I ACTIVITIES. PROPOSED x \ x� x oo ABANDONED T x ILT FENCE m� c 11 u HARDEE 6. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED x AS PER O.R. HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF t� I HAZARDOUS MATERIALS ARE ENCOUNTERED. THE DEVELOPER AND OR OWNER SHALL PROVIDE \ x 4r THE PHASE I ESA TO THE CONTRACTOR. `I inn SF SF _700.0��.. F SF �F—7='SF.SR 7. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE; FEDERAL AND OSHA REGULATIONS DURING --- -- -- -- Ilu ----- �, \1 SET #5 REI ALL DEMOLITION ACTIVITIES. x a^�b " P.S.M. 6861 I / 8. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND p.'/bx✓ D8 �`? j \ SO'17'27"E BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE ------� /� x DO' DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. D9 9. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY ITEMS TO REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF b CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 1 � i 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE LIMITS OF\ WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS AND AS REQUIRED BY LOCAL -- x*� a DISTURBANCE AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC. IT SHALL BE 3 THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH LOCAL x SO'17'27"E AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT AND LIMITATIONS ASSOCIATED WITH LOT (LINES AS PER WHITE CITY 143.65' INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. GAR ENS UNRECORDED PLAT i _DEEP BOOK 187, PG, 410 Nn 11 PRONG LIMOVIDENEATOSTRAIGHT, FULL DEPTH T , SAW CUTS OF EXISTING PAVEMENT WHERE INDICATED I / 12. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR 1 ABANDONMENT SHALL BE COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED i I PROPOSED PROFESSIONAL, WHEN APPLICABLE, WITH THE APPROPRIATE UTILITY COMPANY, MUNICIPALITY ho xo I SILT FENCE U BUT ARE NOT LIMITED T AND/OR AGENCY. DEMOLITION OF REGULATED ITEMS .MAY INCLUDE, M 0 *" x D - v WELLS, ASBESTOS, UNDERGROUND STORAGE "TANKS, SEPTIC TANKS AND ELECTRIC S TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES x \ E REMOV EX. GRAVEL OR FOR DEMOLITION RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY 0�S �. DRIVEWAY &PLANT o LO INCLUDE, BUT ARE NOT LIMITED TO: PHASE I ESA, PHASE II, AND ASBESTOS SURVEY. ALL O °O S c CONTRACTOR TO FIELD LOCATE ALL 4 VACA APPLICABLE ENVIRONMENTAL STUDIES SHALL BE MADE AVAILABLE UPON REQUEST. O llS ` `\ EXISTING WATER, ELECTRIC, AND gg r P.I.D. 3415-51 FORCE MAIN UTILITIES AROUND LIFT Y a OWNER: 136E13. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF x \\ STATION PRIOR TO CONSTRUCTION - ZONI CONSTRUCTION WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. ACTIVITY. 0 14, ALL PAVEMENT, BASE COURSES, SIDEWALKS; CURBS, BUILDINGS, FOUNDATIONS, ETC., WITHIN 4to ti� i x x _ _ - - _ o• \\ a TONTRACTOR TO THE AREA TO BE DEMOLISHED SHALL BE REMOVED TO FULL DEPTH. EXISTING BASE COURSE h x F l x -� ,\O D4 h 1 a a REESTABLISH DITCI MATERIALS MAY BE WORKED INTO THE NEW PAVEMENT OR BUILDING SUBGRADE PROVIDED THAT x �� I I x x° I g' O� °' LX PROVIDE POSITIVE THE GRADATION, CONSISTENCY, COMPACTION, SUBGRADE CONDITION, ETC., ARE IN ACCORDANCE x x OWNER TO SECURE WITH THE SPECIFICATIONS AND RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL 6 3 L-----J \ i a� STREAM DRAINAGE INVESTIGATION. BASE COURSE MATERIALS SHALL NOT BE WORKED INTO THE SUBGRADE AREAS EASEMF \ x TO C.B.S. .B.S. ONED RETAI RECEIVE LANDSCAPING. C.B.S. NO CROSSINI5, THE CONTRACTOR SHALL USE SUITABLE METHODS TO CONTROL DUST AND DIRT CAUSED BY Ij THE DEMOLITION ACTIVITIES. x xv LOD (S�LVU Lou LVu ww u u hn. SF SF - ,,� SF I, I \ x T—CP-1G x I TyCP-12 x xT—Cc. .r A.a - C 72 x SR` x ti h` R W LINE OF KITTERMAN ROAD 1 -cP-12 1 l \ - P-1° yy v CONC. P.P. q� S PER O.R. 1831, PG. 305 ° � a I x,�t _/ 0� h �, / ?!' �I - I O' DZ ._.�-�c® \ / —MANGO-10� <0: I \ p 2.6'N, 1.TE A N AS PER F.D.O.T. R W 'AP p \ I 02— 9 I ��— — open — �: — SF ,. SF S h O \ S89'45�4 W 198.95'. o -M o e °m om x� �g a S89'45'43"W 148.66' D6 0 1�° x x ° —° h g° x u x ------- ------ _ _ _fin _ --x'------- -- -- T ----------- ------•Y----- — ----------- ----- ---------- xc;,"1% 0 �� _ 45F—o __ —SFo _ e on: -- - - - - __ _ ___ ______ — _ r g"T— _stxswea_ sorry—,$Txye—smp-3^i•=-3.>l—_______ ______ ______________________x _ —_ —_-- �. M — oM oM oM -- — oP `�' � I " BAT oM o M ° n5E- -- � a o—� ----- saI--------_ —r a-- T -------`b.•- -F- OOl OOl �-^- OOl h S89 45'43"W /�-� R/W LINE q OOfi --x�_----�--- �r 00-1 •q 0 001 ---_ x h ^� SO'1T27aE 11.00' � -oa c s v v h PROPOSED o ___-_-_- ----- ___ 5 49.71' �r-dS ER UNRECORDED PLAT I 3 - ---_----- x� - - x--- -_--_-_-_--_ rCONCRETE CURB ISLAND cb a SILT FENCE a �b DI 001 ---�- -x ------ T 8 '45'43"W x LIMITS OF S89'45'43 W i7p3.34' 4.62 (M) q = 0,29 - DISTURBANCE E _R PROTECTION ��-- a-----89' 3" 644.61 ° E S. 6 LEANING. REPLACED WITH942NCE ----------------------------------------------------------------------------- ------ - __ ___�- 5 REBAR P.S.M. 6868 -___--- \ ------ -- ----------------- - __ I BLOCK WALL 1.1' WEST SEC. 15-36-40 K I TTE R MAN R 0 A ®h (P A V D R /W VARIES, a INE AS PER F D 0 T R/W MAP I _____________ FND. 4X4" G.M. ! -- - PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE xnoO= SPOT ELEVATION CE CONSTRUCTION EXIT CLIENT ADDRESS' 1211 S. WHITE CHAPEL BLVD. 05 LIFT STATION TO REMAIN I ®= SERVICE BOX O CURB INLET TOP TO BE REMOVED 0 = STORM SEWER MANHOLE AND REPLACED WITH GRATED INLET �= UTILITY POLE SF SILT FENCE INSTALLATION STRUCTURE BOTTOM TO REMAIN IN ®= WATER METER CLIENT ADDRESS: SOUTHLAKE, TX 76092 REMOVE EXISTING WATER METER PLACE (D) = VALUE DERIVED FROM DEEDS OF D( RECORD OR DESCRIPTIONS PROVIDED SS SWPPP INFORMATION SIGN REMOVE t 99 LF OF GORED STRIPING (F) = VALUE DERIVED FROM FIELD SURVEY IN RIGHT OF WAY. REFER TO REVISED (P) = VALUE DERIVED FROM RECORDED PLAT DATE: 8/16/17 DWG: PRJI 07 REMOVE EXISTING POLE STRIPING ON SITE PLAN —GAS— = UNDERGROUND GAS TP TREE PROTECTION onw— = OVERHEAD UTILITY WIRES rn =SANITARY SEWER FORCE MAIN TIMOTHY W. I EXISTING IRRIGATION WELL TO BE wL =WATER MAIN CONCRETE CURB, PAVEMENT, STACKHOUSE 3 CAPPED AND ABANDONED. AND STRUCTURES TO BE REMOVED D$ REMOVE EXISTING DUMPSTER LICENSE NO 81400 coNsrRucnoN EXIT/ENTRANCE `�W V. I874� 'INS���i,FLORIDA CERTIFICATE OF AUTHORIZATION D9 REMOVE EXISTING POWER LINE. COORDINATE WITH FP&L 31971 I22 CEDAR WOODS TRAIL " REVISIONS: Qi ADDITIONAL PROJECT AREA ADDED, G 8 a I l . - + - / SILT FENCE RELOCATED REMOVE EXISTING PROPANE TANK 4/23/S \ �i( 6 7a / 62 / 07214 *; ,�' CANTON GA 301 Q11/14/17 Q LIFT STATION TO REMAIN ��Q '•. STATE OF �✓�i CmlCgnaullmgEngmgeerine.qom Q II/27/17 .. i�� •• F�ORIDP.•••' Q STRIPING IN RIGHT OF WAY TO BE REMOVED 0 20' 30' 40' �xiXsiS70 fG�Gx� A3 2/8/I8 CURB INLET TOP TO BE REMOVED 24^ H nU R CON TACT. DEPFf \ RPOWI V (�` '4) 577— ? `vi `J QUA]C• +"_on• FNrINFFR(1FPPr.nRn DEMOLITION PLAN DMI HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR' WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. _ h• I - S. R/W L FOR SECTION N0. 94010 _2500_ / M / 0 x U w GAS GAS GAS GAS GAS GAS GA4 \\ GAS GAS GAS GAS�GjB'// GAS GAS GAS GAS 3GAS GAS GAS GAS GAS GAS GAS GAS s PROPOSED CONSTRUCTION Ss # -- --. -- -- -- -- ----- -- -- -- -- -- \ �- -- / KS LEAVING SITE ENTRANCE7EX(SHALL NOT r�°�oM—oM—oM— �0 \ i TRACK MUD ONTO PUBLIC r ho BENCHMARK 2 OF / x O0 \ / I - ELEV=9.34' NAVD88 i LAT: RIGHT33.5044 Y h \\ a _ )?•K.&DISK P.S.M.6868 I/ LONG: 84.1413 BUILDING PROTOTYPE: ROC60-2020 L� REVISIONS: 2/8/18 KEYNOTES: LEGEND - EXISTING LEGEND - PROPOSED PROJECT NUMBER: 27080-001-01 SAWCUT NEAT CLEAN LINE ALONG PROPERTY LINE, AND REMOVE REMOVE EXISTING COMM LINE BACKFLOW PREVENTER • •. •.. •°••. -• BOUNDARY LINE CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN DI ALL ON SITE PAVEMENT. 9= BENCHMARK �- LIMITS OF DISTURBANCE UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION 0 = CLEANOUT OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS C.M.P. = CORRUGATED METAL PIPE ---SF --- SF--- TEMPORARY SILT FENCE C.P.P. = CORRUGATED PLASTIC PIPE IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER PROJECT ADDRESS: 6598 U.S. HIGHWAY I D2 TREES TO BE REMOVED. REMOVE EXISTING GAS LINE E = ELECTRIC METER 0 = FIRE HYDRANT — TPP- - - TPP -- TREE PROTECTION AND / OR UTILITY PROVIDER OF EXPOSED CONFLICTS 0 = GUY ANCHOR D3 DRIVEWAY APRON IS TO BE REMOVED AND REPLACED WITH IP 0= IRON PIPE ST TEMPORARY SEDIMENT TRAP CURB AND GUTTER. EXISTING BILLBOARD TO REMAIN IR 0= IRON ROD IR&C = IRON ROD & CAP IP1 SILT FENCE INLET PROTECTION O,R. = OFFICIAL RECORDS BOOK R.C.P. = REINFORCED CONCRETE PIPE D4 REMOVE GRAVEL DRIVEWAY IMPROVE EXISTING OFFSITE DITCH ®= SANITARY SEWER MANHOLE IP2 INLET INSERT = SIGN I I vil II �I o LJI I II ZI I I J I I Tt I I $I o MATCH EXISTING x b n IP S89. 47' 18.12"W 202.116' :8 o Gam• �� , • ••• *Mqk19 I� c, IP IP1 I o I I i I a I I I �U P, .I. x x a I ,>- bI P X N8i8 7'19"F- I 4 '0' I 1 R1W LIN _ I 1 j I I NO'l 7'27"W I P GOND 5.Do, V) o I x.; ao p P I 14i x 0) I I I I LJ LJ 1P�\\ O Io O i I O� Q j^ Z I p x N p CONNECT RCP w K p I I I TRITON SYSTEM vi a W i P VIA ADAPTER ( P. v Q w I PER DETAIL ON L o 3 ) I I � T I SHEET C8 I_j z xco I P N NO.17'27"W O i i I 143.98' �Lc) d F r aLLI I I 15 w i > ~ x N d' o N. D V LIMITS OF V) cn3 DISTURBANCE d �I N O H N Q Q p g r z o o i i = LLJ W W d 3' o n \\ Wwi- p J L� Z O I I / Cn ZI �� Q an d I n W I'I I NI ,n L N T I P I IL IL \\ of a M�,oC n I i aw, TCHH EXISTING illx' =� x 1 �.ti x 'fie x *I s AA� PER DEED BOOK 197, PG. -133, AND\AS P CIT�GARDNES UNRECORDEW LAT, DEED B 187, PG. 410 x x �12.5 x . Rr��rrsi� e i SIEMENS . a Emma ME ME OEMME a QUICK ••■ RESTAURANT a •R• • RQC60-2020 -2,967 SF VA 27 PARKING SPACES - ! �. •• -' RAF %■` ►Iw %■■■�'■■■■■ %■■■■■■■ <■■■■■■■-- ME ■■■■■■■■%% %■■■■■■■%% %wa010CJL\■%% MENElIfg ■MORE / 4. 4489 233E 100.00' z - ro.14 @o -Pd s v 0 x } \ g 7� w x c �\. X Z J e$ h 41 Ir/ v z D ory x d '? x\ 03' CONIC. P.P. Lo BENCHMARK 1 `� x� \xx �" . 'N, 1.7'E <D ELEV=12.76' NAVD88 a� x 0 A x x 0' p x x ^�. x x x o' 1 ' x �. °js) x x \Nr x 26LF OF RIBBON CURB L 0) U DISTRUBED SOIL SHALL g' - E COMPACTED TO 98% �b xv a1 ° x1cb: "ARD PROCTOR --------- --------- -----_ c ---- SF °' 'y x b LIMITS 0� xg \ o DISTURBA E \ PROPOSED \ o I \ SILT FENCE g�h � G x x \I -------- - 1 ��-'`N89'4T18'E(C) 412.00 -L - _ __ h .:_ 1 w krAr Ip 'AP tfth .O,o�0 L °REAW m I • QEl 2 911011111111■■eeere■■eeeeeeei12. I111_lai■e■erg■■■i■ee■e■■■■■■■■el 1%!E■■■e�eeeAeeeee■■eee■eei�: 1■eee■■■e■■son MEN ie■e■rn0 • ,rI■■e■■ee■■e■ee■■■eeee■i■■e■1 • ' . ,�,'ee■■eee■■■■eeeeeee■e■■■■eel DETAIL ON - Q Ilai::\■■■e■■eeee■■■e■ei■■i■i■I I I I 1 0 DETENTION POND (SEE SHEET C20 FOR DETAIL) 0 x LOT LINES AS PER WHITE, Il - GARDENS UNRECORDED P T DEED BOOK 187, PG. 410• IP IP1 /h�tx -- PROPOSED n x SILT FENCE 0 0 0 x v x /0 Oi LOT 16 ^x { / D VACANT LOT w g P.I.D. 3415-502-0016-000— x r N OWNER: 1368 HUFFMAN LLC 'I ZONED: CO 75 Q g g ----- o 2 L80NTRACTOR TO x —� �. h REESTABLISH DITCH LINE TO IP IP1 x \�>zy L? x PROVIDE POSITIVE DRAINAGE. 0•%i \° 1 OWNER TO SECURE DOWN BMP MAINTENANCE NOTES ALL MEASURES STATED ON THESE DRAWINGS, AND/OR IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. -' 3, SILT FENCES AND DIVERSION DIKES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED N A CONDITION WHICH WILL PREVENT TRACKING OR THE FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. PORTION OF 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD A38 R/W G. CONDITION SUITABLE FOR PARKING AND STORAGE THIS MAY REQUIRE o h AS PER O.R. 1838, PG. 182E PERIODIC. TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS x� ti� DEMAND. - 70.00' 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN i 0 OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SET #5 REBAR b x THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN P.S.M. 6868 REDUCED BY 50%. SO'17'27"E rn 7. PRIOR TO LEAVING THE SITE, ALL .VEHICLES SHALL BE CLEANED OF DEBRIS. 5.00' ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. LIMITS OF DISTURBANCE SO'17'27"E P.K.&DISK P.S.M.6868 ': �� �\ O \ '. aM-0 —o o - -1� -o �` Gb•fiEiYi--PW/. 4VI - - 1 JT- 10. __ _ 8.�,., •": , , D. �., .�`1+' kF .ccnc PP CONIC �.� ___________ M�oM __, _ _- -- -- -- - 3. R/W PA C L 6 S89-45'43"W 148.66' ' _ EROSION &SEDIMENT . h _ ------ --- - »- - --- ----- - ------ - srR— sra sau— 1+—= _____________ _ -- x x CONTROL NOTES pD « S89 45'43"W r. s vl.v '� R/W LINE 'h C ,^�- PROPOSED ----- - 49.71' S PER UNRECORDED �r " PLATPRESS m 1, , SILT FENCE LIMITS OF I A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF DRAWING,ES1 Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING I DISTURBANCE. AND ES2 (STANDARD DETAILS), PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE, -- -- - -- - - AND RELATED DOCUMENTS. COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH " _,^ 644.61 M CH E TING THE STABILIZATION OF THE SITE. CONTRACTOR SHALL ALSO REMOVE ALL__ ------------- ---- — — -------------- -- -__------- -- - -8943 - --- — -- o E 5, 6- B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION SILT/ SEDIMENT/ DEBRIS PRIOR TO CERTIFICATION. PREVENTION SHALL OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERIC PERMIT PERMIT) R. - ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE I TTE R /� /\ N _ R O / �' P /� \ / D PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION �\ I V I A I V / 1 (I n V [ \�� 1 / V V /� I S S. R/W LINE AS PER F.D.O.T. R/W MA VARIES) V J) (NPDES AND BECOME FAMILIAR WITH THEIR � i CONTENTS, OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS `✓ POSTED SPEED LIMIT: 30 MPH OR SECTION N0, 94010-250O____-__ -- SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE. WITH ° C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED GENERAL PERMIT REQUIREMENTS. - « ------------------------'- - AS DICTATED BY CONDITIONS AT, N0 ADDITIONAL COST OF OWNER THROUGHOUT S. cas cns SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING �� GAS cas GAS cas— p cas GAS cas 3` ALL PHASES OF CONSTRUCTION. PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. �' cas cAs cas cas GAS CAS— D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION R APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT i BY PERMITTING AGENCY OR OWNER. EROSION AND POLLUTANT DISCHARGE. i E. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE• LEGEND (l REGULATED WETLAND MUST BE MAINTAINED ON SITE AT ALL TIMES. - EXISTING LEGEND - PROPOSED V. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THESE F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR DRAWINGS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AS REQUIRED BY THE GENERAL PERMIT. AND DELIVERY AND MATERIAL STORAGE. . °= BACKFLOW PREVENTER BOUNDARY LINE = BENCHMARK G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND W. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH ®= CLEANOUT LIMITS OF DISTURBANCE STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE EROSION CONTROL SEQUENCING SHOWN ON THESE PLANS. NO ! C.M.P. = CORRUGATED METAL PIPE C.P.P. = CORRUGATED PLASTIC PIPE -----SF--------SF----- TEMPORARY SILT FENCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. SHALL BE PERMITTED. ®= ELECTRIC METER i (= FIRE HYDRANT -----TPF-- ------ TPF---- TREE PROTECTION H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, X. CONTRACTOR SHALL APPLY EROSION CONTROL BLANKETS TO ALL SLOPES O = GUY ANCHOR IP 0= IRON PIPE - ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 3H:1V OR STEEPER. IR Q= IRON ROD Du DUST CONTROL IR&C = IRON ROD & CAP I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN—UP FUEL OR CHEMICAL SPILLS AND LEAKS. J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. L. ALL STORMWATER POLLUTION PREVENTION MEASURES PRESENTED ON THESE DRAWINGS, AND/OR IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST —GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON THESE DRAWINGS. N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGITATED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY O.R. = OFFICIAL RECORDS BOOK R.C.P. = REINFORCED CONCRETE PIPE 8 SILT FENCE INLET PROTECTION (3) = SANITARY SEWER MANHOLE SIGN o= SPOT ELEVATION IP INLET INSERT ®= SERVICE BOX ®= STORM SEWER MANHOLE CE CONSTRUCTION EXIT `4�= UTILITY POLE 9 = WATER METER (D) = VALUE DERIVED FROM DEEDS OF SF SILT FENCE INSTALLATION RECORD OR DESCRIPTIONS PROVIDED (F) = VALUE DERIVED FROM FIELD SURVEY (P) = VALUE DERIVED FROM RECORDED PLAT SS SWPPP INFORMATION SIGN —GAS-- = UNDERGROUND GAS OHW--.— = OVERHEAD UTILITY WIRES ST OUTLET PROTECTION IM = SANITARY SEWER FORCE MAIN WL-- = WATER MAIN TP TREE PROTECTION REVISIONS: Qi ADDITIONAL PROJECT AREA ADDED, SILT FENCE RELOCATED Q11/14/17 Q EROSION CONTROL MEASURES REVISED IN FULL A2 11/27/17 QEROSION CONTROL MEASURES REVISED Z 2/8/18 IN FULL 2A HOUR CONTACT. DEREK BROWN �5Q4) �_)77-201 iOCUMENT, TOGETHER WITH THE CONCEPTS AND ANTICIPATED ACTIVITY SCHEDULE ACTIVITY APR 2ols MAY 2ols JUN 2ols JUL 2ols AUG 2ols SEPT 2Dls i INSTALL SEDIMENT CONTROLS 2 CLEARING AND GRADING 3 STORM DRAIN INSTALLATION 4 SANITARY SEWER INSTALLATION 5 GRASS (TEMP.) (PERM.) 6 UTILITY INSTALLATION 7 MAINTAIN EROSION CONTROL 8 BLDG. CONST AND PAWNG MONSOON 9 F10 FINAL LANDSCAPING CLEAN UP \ i STREAM DRAINAGE 'EASEMENT. TOTAL DISTUIRBED AREA: 1,61 AC. i 0I , 'L I x 1 0 4 '30' TEMPORARY x 1 I o. �I ^ g'CONSTRUCI EASEMEN 100. LOD SF LOD- O��_LOD_ I LOD x O 20'xPERMA ENT. x 3 20'AERMANE SF — -- DRAINAG E SEMENT - -• 1L ro, a 7,0 6.5 �' Y oti 5.0 - oa�c o ,C - --� SO'1 7&E 11.00 OOl _�g0� L^� Ool OOl ---�- -- FND. #5 REBA P.L.S. 4 42 FENCE TREE PROTECTION TP LEANING. REPLAC WITH A 5 REBAR P.S.M. 6 se BLOCK WALL 1.1' WEST SEC. 15-36-40 LEGAL STORMATER --------------- CONTRACTOR TO REMOVE FND. 4X4" C.M. ^UTFALL LOCATION /r AND REPLACE EXISTING STORM DRAIN PIPE. GAS cas ' S PROPOSED CONSTRUCTION _ ENTRANCE EXIT. TRUCKS Q' OMPH@-o/H— OM— oM LEAVING SITE SHALL NOT p BENCHMARK 2 TRACK MUD ONTO PUBLIC �'" BUILDING PROTOTYPE: ROC60-2020 ELEV=9.34' NAVD88 RIGHT OF WAY LAT: 33.3.5044 3 .K.&DISK P.S.M.6868 LONG: 84.1413 REVISIONS: 2/8/I8 SEE SHEET ES2 FOR PROJECT NUMBER: 27080-001-01 EROSION CONTROL DETAILS PROJECT NAME: P.$.L-BURGER KING @ KITTERMAN CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION PROJECT ADDRESS: 6598 U.S. HIGHWAY I OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY PROVIDER OF EXPOSED CONFLICTS PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 `DATE: 8/16/17 DWG; PRJI TIMOTHY W. STACKHOUSE LICENSE NO 81400 N%W I ISTgII FLORIDA CERTIFICATE OF AUTHORIZATION # Ny ........... 31971 122 CEDAR WOODS TRAIL ; = e n CANTON, GA 30114 E 4/23/18 W 678-462-4072 GivilConsulkingengineeuino.e®m �i� '' •.FLORID?'. •'. G�.�\ 0 20' 30' 40' SCALE: 1"=20' ENGINEER OF RECORD EROSION CONTROL PLAN ESI 'HE5ENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. NOTES: 1. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. 2. FLUSH SURFACE STONE TOWARD SEDIMENT TRAP WITH HIGH VOLUME WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. 3. PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION. B� N0 % F, A RIOHT \ OF Wq Y VIEW RIGHT-OF-WAY 0.5% MIN. \�� ,ram PAVEMENT A 2"-3" CRUSHED STONE --OVERFLOW WEIR %y B -20' MIN. 20' MIN. SLOPE VARIES ----- -- - ----- 2% MIN.-------- PROVIDE CULVERT AS REQUIREDTO CARRY PRE-EXISTING DITCH FLOW (IF APPLICABLE) E BASE ',hTO M288 CLASS 2 -WOVEN GEOTEXTILE LINER '10" THICK MIN, - 2"-3" CLEAN STONE SECTION B-B CONSTRUCTION EXIT DETAIL cE SCALE: NONE 2 FEET (MIN.) I WOOD OR STEEL POST FILTER FABRIC i MATERIAL i RI _ FLOW `--BACKFILL TRENCH FLOW ATTACHING TWO SILT FENCES I FILTER FABRIC MATERIAL POST THE END POST OF THE ----SECURELY FASTENED TO SECOND FENCE INSIDE THE END THE POSTS POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST r-4"x6" TRENCH 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH � FLOW r' THE FABRIC MATERIAL �^^ DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS 18" INTO THE GROUND AND BURY FLAP APPROXIMATELY 8" OF FILTER FABRIC MATERIAL NOTES: _MUST EXTEND INTO A 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT TRENCH AND BE ANCHORED AND REMOVE SEDIMENT WHEN NECESSARY. WITH COMPACTED BACKFILL 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA MATERIAL THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL SCALE: NONE �IIN 5' �-CROSS BRACE 15" � I MIN._J 3' MAX. \� --�- I ' 2"x4" WOOD , 2"x2" STAKE FRAME GATHER EXCESS ' AT CORNERS VIEW OF FRAME VIEW OF FRAME WITHOUT SILT FENCE WITH SILT FENCE r-2%2" STAKE FABRIC FLOW FABRIC DRAIN_ EXTENDS GRATE -.\ z" MIN. SECTION r_-.J NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS E2. THE TOP OF THE FRAME ' (PONDING HEIGHT) MUST BE LESS THAN SLOPE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY PASSING THE INLET. A ,------------------------- TEMPORARY DIKE MAY BE NECESSARY ON THE PLAN DOWNSLOPE SIDE OF THE STRUCTURE, 3. THIS METHOD OF INLET PROTECTION IS APPLICABLE TEMPORARY DIKE WHERE THE INLET DRAINS IS A RELATIVELY FLAT AREA (IF NEEDED) (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY EdEDIANS. SILT FENCE INLETPROTECTION DETAIL SCALE: NONE GRATE MANAGEABLE 2' CONTAINMENT AREA DANDY SACK'M (OR APPROVED EQUAL) ------ 4' MIN .-------------II NOTES: 1. "SWPPP INFORMATION" MUST BE DISPLAYED SWPPP INFORMATION } PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. COPYOFGENERA! 2. SIGN TO BE CONSTRUCTED OF A RIGID CONTRACi0RN01, COPY OF MATERIAL, SUCH AS PLYWOOD OR OUTDOOR COPYOFNOI TRANSFER FORM CONSIRUCTON SIGN BOARD. SIGN MUST BE CONSTRUCTED IN ORLOPERMITEE STENOTICE A MANNER TO PROTECT DOCUMENTS FROM FORM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). OPYOFGENERu1 COPYOFSTATE 4' MIN. COPYOFPERMA CONTRACTOR SUPPLIED 3. THE SWPPP INFORMATION SIGN MUST BE AUIHORWTON PERMR CON$iAUCTON LOCATED NEAR THE ENTRANCE/EXIT OF THE AUTHORI7ATION SITE NOTICE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY DETAILED DESGRIFTION OF THE LOCATION OF THE SWPPP HAZARD. DOCUMENTATION @ INOER AND SITE MAPS) ON THE SITE. 4, ALL POSTED DOCUMENTS MUST BE MAINTAINED _ IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT, 3' MIN, 5. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY. 6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS i APPROVED BY THE GOVERNING AGENCY, 3` MIN. 7, CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPP INFORMATION SIGN. yI J------ SWPPP INFORMATION SIGN DETAIL sS - - - SCALE: NONE 24—HOUR CONTACT: DEREK BROWN (504) 577-2019 REINFORCED CORNERS OPTIONAL OUTFLOW PORTS MPING LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80 % APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY I ASTM D-4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 NOTES: 1. FOR TEMPORARY USE TO CAPTURE LARGER DIAMETER SEDIMENTS. NOT TO BE UTILIZED AS THE ONLY SEDIMENT CONTAINMENT SYSTEM 2. GEOTEXTILE WILL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEED REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. AN OIL ADSORBENT PAD OR PILLOW CAN BE PURCHASED WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. INLET INSERT DETAIL SCALE: NONE TIMOTHY W. STACKHOUSE LICENSE NO 81400 `0��.•\,\GENSF �`. 4/23/18 :'wd Q '•. STATE OF !(� VAL III ENGINEER OF RECORD CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY PROVIDER OF FXpnSFn cONFI InTS 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO D CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLATARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know what's below. THEREFORE CERTIFICATION TO THE LOCATION' OF ALL Chill before you dig. UNDERGROUND UTILITIES ARE WITHHELD. BUILDING PROTOTYPE: ROC60-2020 REVISIONS: PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI Oil g1-01r. FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR' WOODS TRAIL CCel no. CANTON, GA 30114 678-462-4072 eivi IC®nsultingEngineeuine.eom EROSION CONTROL DETAILS ES2 •- �w�••�•••��• ••�,�� ...�.�«,� ..,.� Uw,Una rnexnmU NCNeIN. As AN INSINUMMI or SEKWCE, I5 INTENDED ONLY FOR THE SPECIFIC FURP05E AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. GENERAL NOTES EROSION CONTROL SECTION VII (SWPPP NARRATIVE) 1.0 SITE DESCRIPTION A. NATURE OF CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES CONSIST OF THE DEMOLITION OF AN EXISTING BUILDING AND PARKING LOT, AND THE CONSTRUCTION OF ONE QUICK SERVICE RESTAURANT TOTALING 2,967 SF OF BUILDING AREA, AND 29,103 SF OF PAVEMENT AND SIDEWALK ON 1.41 ACRES OF PROPERTY WITHIN AN UNINCORPORATED PORTION OF ST. LUCIE COUNTY, FLORIDA, B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES THE FOLLOWING SEQUENCES OF MAJOR ACTIVITIES SHALL BE FOLLOWED UNLESS THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL OR EXCEEDS THE EROSION AND SEDIMENT CONTROL PRACTICES DESCRIBED IN THIS DOCUMENT, AND IS APPROVED BY THE ENGINEER. THE DETAILED SEQUENCE FOR THE ENTIRE PROJECT CAN VARY SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. 1. PLACEMENT OF ALL EROSION CONTROL DEVICES. 2. CLEARING AND GRUBBING, EARTHWORK AND EXCAVATION OF PONDS. 3. STORM SEWER CONSTRUCTION; ALL STORM SEWER SHALL BE CONSTRUCTED IN THE UPSTREAM DIRECTION. 4.. EARTHWORK ASSOCIATED WITH ROADWAY, CURB, SUBGRADE, BASE AND PAVEMENT. 5. FINAL NEED AND MULCH AND OR SODDING OF THE UNPAVED PROJECT AREAS AS CALL FOR IN PLANS. C. AREA ESTIMATES TOTAL SITE AREA: 1.41 ACRES TOTAL AREA DISTURBED:1.62 ACRES D. RUNOFF DATA RUNOFF COEFFICIENTS: BEFORE: 86.7 DURING: 61 AFTER: 84.2 SOILS DATA: THE SOILS ARE RIVIERA FINE, WINDSOR LOAMY SANDS DRAINAGE AREAS FOR''OUTFALL: STORMWATER SHALL BE DISCHARGED TO A FDOT OWNED DRAINAGE DITCH. E. SITE MAP THE CONSTRUCTION PLANS WILL SUBSTITUTE AS SITE MAPS. LOCATIONS OF THE REQUIRED INFORMATION ARE DESCRIBED BELOW. DRAINAGE PATTERNS: THE DRAINAGE FLOW DIRECTIONS ARE SHOWN ON THE GRADING AND DRAINAGE PLAN. APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN ON THE GRADING AND DRAINAGE PLANS AND CROSS SECTIONS. AREAS OF SOILS DISTURBANCE: THE AREAS TO BE DESCRIBED ARE INDICATED ON THE EROSION CONTROL PLAN. ANY AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DESCRIBED. AREAS NOT TO BE DISTURBED: FOR THE PURPOSE OF THIS 'PLAN, IT IS REASONABLE TO SAY THAT ALL AREAS OF THE PROJECT AREA WILL BE DISTURBED DURING EACH PHASE OF CONSTRUCTION. LOCATIONS OF CONTROLS: THE EROSION CONTROL DEVICES AND LOCATIONS ARE SHOWN ON THE EROSION CONTROL PLAN (ES1). AREAS TO BE STABILIZED: TEMPORARY STABILIZATION PRACTICES ARE ALSO SHOWN ON THE PLANS, IF APPLICABLE. AREAS OF PERMANENT STABILIZATION ARE SHOWN ON THE EROSION CONTROL PLAN (ES1) AND THE LANDSCAPE PLAN (LS1). SURFACE WATER: SURFACE WATER DISCHARGE IS SHOWN ON THE GRADING AND DRAINAGE PLANS. THE SURFACE WATER OF THE PROJECT WILL DISCHARGE TO AN EXISTING CATCH BASIN NORTHEAST OF OF THE PROPERTY. THE SURFACE WATERS OF THE PROJECT DISCHARGE INTO AN UNNAMED TRIBUTARY OF INDIAN RIVER. 2.0 CONTROLS: A. EROSION AND SEDIMENT CONTROLS THE FOLLOWING DEFINES GENERAL QUANTITIES FOR THE SEQUENCE OF CONSTRUCTION AND THE USE OF STABILIZATION AND STRUCTURAL PRACTICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF d THE SWPPP. THE CONSTRUCTION OF THIS PROJECT IS EXPECTED TO LAST SIX MONTHS. I? INSTALL STABILIZED CONSTRUCTION ENTRANCE AT THE PROPOSED LOCATION OF o THE DRIVEWAY WHERE CONSTRUCTION VEHICLES WILL BE ENTERING AND EXITING THE CONSTRUCTION SITE. THE DRIVEWAY SHALL BE CONSTRUCTED PER THE o DETAIL PROVIDED ON SHEET ES2. 0 INSTALL SILT FENCE TYPE III ALONG THE THE PERIMETER OF THE PROJECT PERIMETER. FILTER CLOTH UNDER THE GRATES ON CATCH BASINS MAY BE USED IN LIEU OF A SILT FENCE. SEE DETAIL ON SHEET ES2. INSTALL A TEMPORARY SEDIMENT BASIN FOR STORM WATER AS SHOWN ON THE EROSION CONTROL PLAN (ES1). TO BE REMOVED WHEN PERMANENT STORM WATER IS CONSTRUCTED. Y z Al. STABILIZED PRACTICES z r TEMPORARY: SEED AND MULCH, AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104. PERMANENT: n ALL STABILIZATION PRACTICES SHALL BE INSTALLED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR y PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY CEASED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. Y 1 I I u - K REVISIONS: Q CURB LINE REVISIONS n FLUME ADDED IN COUNTY R.O.W. 11✓27/17 Q HYDRANT LOCATIONS ADDED K //�\ p UTILITY PIPE SIZES ADDED D / 3 \ 2/0/18 A2. STRUCTURAL PRACTICES TEMPORARY: SILT FENCE IN ACCORDANCE WITH FDOT INDEX 102 AND SPECIFICATION 104. STAKED TURBIDITY BARRIER IN ACCORDANCE WITH FOOT INDEX 103. SOIL TRACKING PREVENTION DEVICE IN ACCORDANCE WITH FOOT INDEX 106. A STABILIZED CONSTRUCTION ENTRANCE TO BE CONSTRUCTED PER THE DETAIL PROVIDED ON SHEET ES2. B. STORMWATER MANAGEMENT STORMWATER WILL BE CONVEYED IN STORM SEWER SYSTEM, CROSS DETAILS AND SWALES TO STORMWATER RETENTION/DETENTION PONDS. i C. OTHER CONTROLS C1. WASTE DISPOSAL THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FOR DOCUMENTING THIS PORTION OF THE SWPPP. C2. OFF -SITE VEHICLE TRACKING THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. C3. STATE AND LOCAL REGULATIONS (WASTE, SANITARY AND SEPTIC) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. D. STATE AND LOCAL PLANS THIS PROJECT WILL REQUIRE A SURFACE WATER PERMIT MODIFICATION FROM THE SOUTH FLORIDA WASTE MANAGEMENT DISTRICT (SFWMD) i 3.0 MAINTENANCE ITEM MAINTENANCE REPLACEMENT INTERVAL SILT FENCE IN ACCORDANCE WITH SPECIFICATION SECTION 104 6 MO. PONDS REMOVE SEDIMENT WHEN IT BECOMES 6" DEEP 4.0 INSPECTION QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. POINTS OF DISCHARGE TO WATERS IN THE UNITED STATES POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM SYSTEMS DISTURBED AREAS OF THE SITE THAT THAT HAVE NOT BEEN FINALLY STABILIZED AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION STRUCTURAL CONTROLS STORMWATER MANAGEMENT SYSTEMS LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE 5.0 NON-STORMWATER DISCHARGES THE CONTRACTOR IS REQUIRED TO SUBMIT A DEWATERING PLAN TO SFWMD FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES THAT REQUIRE DEWATERING. THIS PLAN SHALL INCLUDE ANY STOCKPILE AREAS AND EXCAVATION AREAS. SEE SFWMD RULE 40 D-2 CONSUMPTIVE USE OF WATER, RULE 40 D-3 REGULATION WELLS SPECIFYING REQUIREMENTS FOR DEWATERING AND ERF APPLICATION SECTION E, SUBSECTION D CONSTRUCTION SCHEDULE AND TECHNIQUES. - THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE DISTRICT HAZARDOUS MATERIALS COORDINATOR. 6.0 RESPONSIBLE ENTITIES THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTOR(S) OR SUBCONTRACTOR(S) THAT WILL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT WILL BE RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF THE MEASURES IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THERE UNDER." NAME AND TITLE COMPANY NAME, ADDRESS AND PHONE NUMBER RESPONSIBLE ITEMS DATE LEO LEON SEVEN REAL ESTATE HOLDINGS, LLC. 334-678-8336 I DESCRIPTION FOUND (YES/NO) AGENCY ,CONTACT INFORMATION MANAGEMENT PLAN (YES OR NO) RELOCATION PLAN (YES OR NO) WETLANDS NO NO NO RARE SPECIES NO NO NO THREATENED SPECIES NO NO NO ENDANGERED SPECIES NO NO NO LISTED SPECIES NO NO NO INVASIVE/EXOTIC VEGETATION NO NO NO CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND UTILITIES. ALL SHALL BE FIELD LOCATED AT EXISTING AND PROPOSED UTILITY CROSSINGS LOCATIONS PRIOR TO CONSTRUCTION. IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY PROVIDER OF ANY EXPOSED CONFI ICTS 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO 0 CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON �9 THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know what s b0I0W. THEREFORE CERTIFICATION TO THE LOCATION OF ALL Mall before you dig. UNDERGROUND UTILITIES ARE WITHHELD. I I THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER 24-HOUR CONTACT: DEREK BROWN SITE LOCATION MAP SCALE: I" = 200' 504) 577- 2019 TIMOTHY W. STACKHOUSE LICENSE NO 81400 ```111111111IrI,, O-61 \ACENSF' .'S0' 1 '•, 4/23/1$ W �Q�•, STATE OF F<ORIDP.,NG��\� ENGINEER OF RECORD BUILDING PROTOTYPE: ROC60-2020 REVISIONS: PROJECT NUMBER: PROJECT NAME: PROJECT ADDRESS 2/8/I8 27080-001-01 P_S.L-BURGER KING @ KITTERMAN 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL. BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI CIO FLORIDA CERTIFICATE OF AUTHORIZATION 31971 122 CEDAR WOODS TRAIL n CANYON, GA 30114 678-462-4072 cice CivilConruili ngEngineeaine.00m EROSION CONTROL SPECIFICATIONS I ES3 ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CML CONSUL TINO FNGINFFRS. INC. SHAI I RF WTWMIT I IARII ITY Tn CIMI CnNsl II nNn FNnINFFRR INC 42' 6' TIE INTO EXISTING CURB & GUTTER ADD ADA RAMP TYP CR-G R1-1 STOP SIGN 12' 41.88"E -� 50.000'\ �EXIST. EOP EL. 12.5'. STOP AR- 'ROPOSE 6 CRO SWALK WITH STANDARD CROSSWALK MARKINGS. SHEET C15 FOR DETAIL FDOT INDEX 17346 SPECIAL MARKING A ADD ADA RAMP TYP CR-G ?s TIE INTO EXISTING CURB & GUTTER _ 20.00 I 22.00' L /8.00 n p Q C) Ln N I I I I I I 1 I PgW6ONC I � )EE AVE O WITH 6 xl2 x250 FINE EXISTING PERVIOUS AREA 20,729 SF (0.47 AC.) (33.7%) O D OPEN SPACE 20,72SF (0.47 AC.) ( INSTALL SOLID WHITE STOP BAR 100 MIL O CLEARANCE BAR PER ARCHITECTURAL DETAILS 0 DETENTION 0 SF (0 AC.) (0.0%) THERMOPLASTIC 24" O PROPOSED IMPERVIOUS AREA 30,581 SF (0.70 AC.) ) INSTALL HIGH EMPHASIS ADA CROSSWALK, 12" SOLID WHITE SPEAKER BOX, MENU BOARD & CANOPY PER ARCHITECTURAL O BUILDING 2,967 SF (.07 AC.) (5.7%) 5.7%) THERMOPLASTIC STRIPING, SPACED 6' INSIDE EDGE TO DETAILS PAVEMENT/SIDEWALK 27,614 SF (.63 AC.) (52.87) INSIDE EDGE O AC. 41.5% j{ TRANSFORMER PAD PER FP&L REQUIREMENTS PROPOSED PERVIOUS AREA 21.711 SF (0.50 ( ) OPEN SPACE 18,517 SF (0.43 AC.. ) (35.4%) END C&G -26LF OF RIBBON CURB O DETENTION 3,194 SF (0.07 AC.) (6.1%) INSTALL 6" WIDE "DOUBLE YELLOW" STRIPING DISTURBED SOIL SHALL m I r BE COMPACTED TO 98% 5 m SITE DATA STANDARD PROCTOR _______________ INSTALL (R5-1) "DO NOT ENTER" SIGN PER DETAIL _QNl_C8-------------------- ---m--- �- M MUTCD STANDARDS. 24" SOLID WHITE 7 1 `\ PARCEL ID: 3415-502-0011-900-4 3415-502-0014-000-5 END C&G R1-1 STOP SIGN 3415-502-0015-000-2 D N 1 ABANDONED PORTION OF COMMERCIAL HARDEE AVE R/W FUTURE LAND USE: o o AS PER O.R. 1838, PG. 1828 PROPOSED USE FAST FOOD RESTAURANT STUB AND PLANT CURRENT ZONING CLASSIFICATION: CG -COMMERCIAL GENERAL N894718"E(C) 412---- -- __ 70.00__ CURRENT LOCAL JURISDICTION: ST. LUCIE COUNTY, FL RIG F Y _ -- -- -- -- -- ' FLOOD ZONE CLASSIFICATION: 'ZONE X' / N89'47'18"E 372.00' 70.00' 70.00' 70.00' - , PROPOSED BUILDING HEIGHT: 20'-7" -- -- -- -- -- '- SET #5 REBAR _ PROPOSED RIGHT CF WAY P.S.M. 6868 X. DEN OLE TO B I �i D - LP PLANTED .' RELOCATED PER F L RIGHT TURN ONLY SIGN (R3-5R) �'' PROPOSED 24" C&G 10' S.B.S.L 10' LA DSCAPE STRIP 5.00' 7"E ( O UI� �� rn PLACED 5' 0. TYP. G PROPOSED RETAINING WALL 5.00' w I. I ^ / I _RETAINING WALL FOUNDATION .. 0 5.87' 31.9' i 2: J p EX. CONCRETE LP 6' TRAFFIC B DNS / POLE TO REMAIN O 6' BLUE. & WHITE a C PR P 6' SIDEWALK , I -I n. STRIPES PER (TYP.) N LACK ON RE E I ro �M ^`�' LP DUMP STER E LOSURE TO KEYNOTES: SITE AREA CALCULATIONS �1 CALCULATION FOR REQUIRED LANDSCAPE STRIP INSTALL (R1-1) "STOP" SIGN PER TOTAL SITE AREA 61,508 SF Nj INSTALL GROUND MOUNTED MONUMENT SIGN PER ARCHITECTURAL O MUTCD STANDARDS: PROPOSED DEDICATED AREA TO FDOT 5,167 SF �I a REQUIRED LANDSCAPE STRIP 15 FEET MEASURED FROM RIGHT OF WAY LINE DETAILS, WIRED TO HOUSE PANEL - PERMITTED BY OTHERS PROPOSED DEDICATED AREA TO COUNTY 4,049 SF (0.09 AC.) I. i SITE AREA 52,292 SF (1.20 AC.) DI I PROPOSED LANDSCAPE STRIP 10 FEET MEASURED FROM DEDICATED I Ji O WHITE THERMOPLASTIC DIRECTIONAL STRIPING ARROW (TYP.) I TIE INTO RIGHT OF WAY LINE O DUMPSTER ENCLOSURE PER ARCHITECTURAL PLANS G EXISTING IMPERVIOUS AREA 40,779 SF (0,94 AC.) (66.3%) I , EXISTING SIDEWALK 3 BUILDING 6,918 SF (.16 AC.) (11.2%) rjO 12%18" INTERNATIONAL SYMBOL OF ACCESSIBILITY PAVEMENT/SIDEWALK 33,861 SF (.78 AC,) (55.1%) MI PEDESTRIAN RAILING 10 FEET X 372 FEET (LENGTH OF RIGHT OF WAY LINE) = 3720 SF I I I FDOT INDEX 862 TYPE 1 INSTALL t 195 LF OF 6" WIDE SOLID WHITE STRIPING $ NI THIS AREA WILL BE MADE UP NORTH OF THE ROADWAY C 1 1 w PROP 6' SIDWALK 2 (R3-5R) RIGHT TURN ONLY S89' 47' 18.12"W 202.116' SIGN- - - __ E FDOT _ -- TYPE F - R/W T CURB &GUTTER R/W LINE PER INDEX 300 d : 1� Xv ARDEE AVENU 50 �..'. AS PER DEED BOOK 197;, PG 1.33, AND A --- i .N WHITE CITY GARDE ES UNRECORDED. PLAT, pE'D BQQK'.J87, PG {+I 152 77 ROADWAY T0BE BUILT TO j's 6' WIDE DOUBLE COUNTY STANDARDS FOR. EX ... MIX GRAVEL/ASPHALT YELLOW srRIP.E. M� coM.MERGIA� DRIVE nnCCESS . OAD (WIDTH VARIES 120... N89'47'18"E EX. BILLBOARD m o DEDICATE 5' OF pX: 40.00' SIGN TO REMAIN f RIGHT OF WAY 26. r R1W LINE -- I NO'17'27"W METAILL CARD SIGNPOST 202.00' Yzr, 150' EOP-EOP DIRECTION PROPERTY USE ZONING NORTH OFFICES CO -COMMERCIAL GENERAL EAST VACANT CC -COMMERCIAL GENERAL SOUTH RESTAURANT CG-COMMERCIAL GENERAL WEST RETAIL CG-COMMERCIAL GENERAL In O `906 CLOSE E . OVERHEAD BILLBOARD wl � o PER DETAIL SHEET _ A a MATC UI D G o Z I O I I: C) �� R I ADD NEW TYPE -F �1 w BLUE GORED ; r - < ) ,z eI°y j< °.�G PZ q N` ; ... H B L II RIP RAP ,. Yo I I �, a , , ARCHITECTUR LS T N - 10 e rP 5 Wp� AROUND O Z w wl a -.) STRIPING 47 �- - - - * �- " . \ �c .. . �9 00 S °' SOD CONTROL DRIVEWA O ADA PARKING I o O• _ - - - STRUCTURE BUILDING DATA w 3 CURB &GUTTER al a WHITE TYP _ 213.63' 3 DETAIL - - _ - - -�� w P I of V 8' PER - EL 11 t ° w 0 1 w w o SIGN. SEE FDOT DETAIL wl o m SHEET C11 __ PLANTED PICK UP NC, S/W PLANTE�F _W -z,� -- - 19.42' - A4 * I SO'17'27"E GROSS BUILDING AREA N 23 z 17355. (TYP N1 z " - SAFETY 1. Co 4 m Q Ld < a I _ o I N _ 72 41 WINDOW ENTRY PAY INpOW O O Co ARD a! +` °. v' WHEEL STOPS LOT LINES AS PER WHITE IT I 143.65' GROSS BOOR AREA t2,967 SQ. FT. \ ) ¢ NTR 3 I- ,,, o P.',. - BUILDING COVERAGE: 4.8% NO'172TW MENU TYp GARDENS UNRECORDED P T ° w Of cn 1 x ,�.� w in 26' ENTRY cn HAND RAIL PROPOSED vt TM" " BOARD ( ) z X w u z 143.98' 01 W ! s 9� .+' -DEED BOOK 187, PG. 410 PROPOSED BUILDING HEIGHT: 20'-7" IY O w I X1 � I I -1 PROPOSED QUICK SERVICE a qC 4 •.. 18' x 40' UNRECORDED r w I ng EAKER J �' g o O 1 wl I,n v q'' 1 O :CROSSWALK RESTAURANT E`.II, t;, SPEAKER C S ' I STANDARD PARKING STALL G� 40' DEDICATED I T BOX z O ACCESS EASEMENT d d I m I I I ° 5' PROTOTYPE: ROC60-2020 O PRE y° .- a BOX NC PER DETAIL SHEET C11 w g(� 1 TO D.O.T J rn TYPE CR-C 2,967 SF MENU aJ FTF PLANTED o w w i v ~ o di. PROPOSED 6' CONG. S/W I A PROP P BLDG HT: 20'-7" ° 7 a w \ o I I }ITYPE C -A �� % BIKE RACK 27 PARKING SPACES Co QL " D /2• J 12' 6 TRAFFIC BUTTONS N 3 a of I d o aIADA RA w FFE 15.00' , ;,, °I PLACED 5' O.C. a ^ 3 ANCHORED IN ENTRY b1 's li r I I GD 5 1:1 P? 100' N Z g , — O I- v LJ /L:I- NEW R/W LINE p ) \ 44' >¢ 5 . ;I' SLAB CONC. O r I - a I z 0 7$. 1' o a END PROP. 6' SIDEWALK 18 y > I 'o. ;, o I I PLANTED- PLANTE �'y.I �• 0 120' TIE INTO EX. SIDEWALK 4' SAFETY a RAILING LP LOT 16 3 w z a N Q GG z I y r v i i ° 0 U1wl w 49.98' o o I A O e" o R O ?/ s. _ vs PROPOSED - o w I ^P.I.D.34 SACANT LOT -000- PROP. CONC.: S W _ J • P 1 502 0016 9 /� Q m / Lj o V / w �.I 1�.981 ' N I / Q 2S'� �' fn/s^ TYPE CR G d RONLYTSIGN J o �O - PSLU 6 EASEMENT N I I N OWNER: 1ZONEDH CGFMAN LLC PARKING DATA m11111110 X I� I ALL IMPROVEMENTS p1 S 0 6" WIDE DOUBLE 4.9 ' 0 wl iP i g� IN THIS AREA TO EL J \ _ eS m u _ ADA RAMP NCE 2" STRIPE W/ CO ------- o YELLOW STRIPING w I I �� O IP N 19 BE REMOVED X CL A ( V (� LOADING CLEARABAR 3 n 4' SKIP RS 11 - - - / HIGH RIDGE 2 .5' 20' x 4D' UNRECORDED COUNTY PARKING REQUIRED: M -@ w I 1 13.5 I--9�.2 " ~ MIN. ELEV _ UTILITY EASEMENT RESTAURANT TEN SPACES PER EVERY 1000 SQUARE FEET OF GROSS FLOOR AREA --I 1 1 Co C-PP `� /S, .'y a� I o u 1 ro EX. 2" FM PER CITY MAPS I I 1 l 1 Q- \ 0 SPACE AVITY WALL DO NOT ENTER I i 12:94'. I 2967/1000 = 2.967 " 10 = 30 30 SPACES H \ `T2. I njp ^ti' \ I PROPOSED `�7�9 `O ORAVITY WALL PER FDOT INDEX 6011 SIGN is. _ - MONUMENT SIGN AOS ( PER FDOT INDEX 6011 DETAIL SHEET C13' ? TOTAL PARKING REQUIRED N89 2 33 E 100.00 x ��' I copy PP WIRED TO HOUSE ` C \° s _ + ' R3' r - EXIST. rCG90 a �� r ABANDONED SITE ENTRANCE 30 SPACES 1 v FDOT YPE F BURGER KING PROVIDED PARKING z 6' PERPETUAL EASEMENT I � PANEL ��F °'+ R$ � p E.O.P r x I C+: -c PO - �\ J s' O RB & UTTER O - -� C.B.S. RETAINING WALLS LL A PER O.R. 1831, PG. 30 , SEPARATE PERMIT rn h0 10I ;„ NO CROSSING PIPES FOUND EL. 13.0, A D AS PER O.R., PG. 2121 �" REQUIRED- S 60 STANDARD SPACES 10'x18' 25 SPACES w- \ °3 q . PLANT 6� 7 = m C :„ o G AVITY L 7 O 20' 30' TEMPORARY ACCESSIBLE SPACES 12'xl8' 2 SPACES 4 Fti\ 0 \ GO RAVIT WALL O FO NDATION �� 7 O _ _ CONSTRUCTION EASEMENT___ ' w A � W I - EX. CROSSWALK d \ GP RS: `o P -- TOTAL PARKING PROVIDED 27 SPACES • O O SS�� \`� 6 20' PERMANENT y G �\^ ,oPRO OSED 4" C&G srG L <` �° ^0-P ) � �51r___-� STANDARD- NGL€9 OL -- -- EASEMENT ____________ __ 13- .__ __ __ _- 13� ---- \\ __ _ DRAINAGE EASEMENT iliL IMP OV _-- _ORLVEWAY R _ _'E@M9N ROAQ___---------I£_- EX. SIGNALIZED INTERSECTION ` CONC. P.P. O -- -----r*o---- 631, PG. 305, NDEX 300 ' PARKING STHALL ADD ADA RAMP MAINTAIN NO MORE AD A A RAMP ` d ` IN THIS EA To - A PROP. GAS w - - -CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND m 2.6 N, 1.7E PE DE ICI T CR-G THA 2% CROSS SLOP TY C1 G- ro o BENCHMARK 1 . o BE REMO A D A PE F.D. .T. W AP P NTE L a u UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION o __ _ _ _ OF DRIVEWAY, UTILITIES AND STORM CROSSINGS. IMMEDIATELY BRING ((0 ELEV=12.76' NAVD88 II \�``� `�\ oRFi-eaeoM-oM-oM oM-0-oM oM °RP-GBNOx- M oM oM- M_-oM-oM-_ o _ P.K.&DISK P.S.M.6868 O ` PP cone - PP CONC --- (° EX$�- - °"---°^--°Z"-=�" - -6-�51 - - -i6 Q�1 ,i -TO THE ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY 8945'43"W 148.66' am TIE INTO w^ - moo„ _ °M- " 01 PROVIDER OF EXPOSED CONFLICTS sa -em. - - - - - - - -- EX. C&G----- ------ - ----- -- -- - -------_--------- --- -- -- -_ ----- - _ _ _ _ - - _-E-XLTN&�IDE-WALK PROP ° oM�iP N 9'4233"E 100.00 m �" sm" -sew _ ---s a-sm-sue==swum -- =- - -- ----- --- - oM - ' aO, G. S'�W -- -- � -- -- 39' NEW C&G � = o � � -- --� �Ai: M SO'1T27"E 11.00' -- R W LINE y o EX. 2' REFER TO FOOT o IT IS THE CONTRACTORS RESPONSIBILITYTO CONTACT S89'45'4 W / _ TIE INTO EXISTING _______ ________ a I " c s vLv 49 11 S PER UNRECORDED PLAT o N WATER MAIN INDEX 310 FOR N 3 CURB &GUTTER 4" STOP BAR CUT NEA AN EDGE - ______ ________ Z;o Ur1urYCOMPANIESPRIORTOANYCONSTRUCTIGNAS m OUNTY RIGHT OF • , CONCRETE CURB ISLAND EX. TRAFFIC FLOW PE CITY MAPS = 4' THICK SIDEWALK lb S89'4543W 173.34'THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE N.W. COR E OF THE S.E. 1/4 8 '4543'W V, R1-1 STOP SIGN WAY PERMIT REQUIRED o0 - APPROXIMATEAND POSSIBLY INCOMPLETE.THEREFORE o 0 0.29 �' I _ _ _ - - ' - - - �- CERTIFICATION TO THE LOCATION OF ALL UNDERGROUNQ I. �-22.OD SEC. 15- 640 3 Q __ __ -- -- FN D. #5 REBAR, P.L.S. 4942 UTILITIES ARE WITHHELD, -- - -N o TIE INTO EXISTING & $9" 43 644.61 E S 6- LEANING. REPLACED WITH '- ----------- - --- ------ -----42T.7`---- ------------------- ---:-- -� ° 5 REBAR P.S.M. 6868 Know What's below. N TTER- > N - -- - --- 0 ----- ---- --- - - BLOCK WALL1.1 WEST / .. --- NOTES LEGAL PoslnvE Call before you dig. K I TTE R M A N R A D" (P A V D, R /W VA I E S) 3 A• STORMWATER OUTFACE -_ ___-___ _ � ^,�, I S. R/W LINE AS PER F.D.O.T. R/ MAP LOG TION AT DRAINAGE PIPE EX. EOP EX. TRAFFIC FLOW FOR SECTION N0, 94010_2500___ \ APPROXIMATE LOCATION a --------------- EX. CONCRETE POLE TIE INTO EXISTING BUILDING PROTOTYPE: ROC60-2020 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE I uo POSTED SPEED LIMIT: 30 MPH OF EX. GAS LINE. CONTRACTOR_____________ __3 WITH THE PLANS AND SITE WORK SPECIFICATIONS AND I ` TO BE PROTECTED CURB &GUTTER SHALL COMPLY APPLICABLE FEDERAL, STATE AND ---'-- ---- '---`------------ ------ ' TO kERIFY LOCATION. REMOVE EXISTING LEFT ` i EX. EDP -� `� �'� STRIPING TO ALLOW LEFT \ � OPPOSING DRIVEWAY AAK LOCAL CODES. N � GAS GAS GAS GAS GAS GAS GASH\\ GAS GAS GAS GAS0,AW GAS GAS GAS - GAS 3GAS GAS GAS GAS G1l1RN 'GAS \ GAS GAS GAS GAS CAS-- � 7 REVISIONS: 4/19/I$ 2. REFERENCE ARCHITECTURAL PLANS FOR BUILDING �� -- -- - ---- --- --- T--- -- -- \ EX. RIGHT OF WAY -- -0 -0 DIMENSIONS, SIDEWALKS, STEPS, TRANSFORMER PADS, EX. RIGHT OF WAY R/W LINE OF KTTERMAN ROAD PROPOSED 6' CROSSWALK ° `� N / ' AS PER O.R. 1831, PG. 305 BENCHMARK 2 , PROJECT NUMBER: 27080-001-01 ETC. DO STANDARD CROSSWALK MARKINGS. CONTRACTOR TO COORDINATE SEE SHEET C15 FOR DETAIL ELEV=9.34' NAVD88 / WITH FPL TO DETERMINE IF 3. TOPOGRAPHIC BOUNDARY SURVEY, PROPERTY LINES,mmmmxmmmmmm� ` �TRDEX 17346 VK.&DISK P.S.M.6868 / POLE NEEDS TO BE RELOCATED. LEGAL DESCRIPTION, EXISTING UTILITIES, SITE 9, SITE LIGHTING SHALL BE INCLUDED IN THE GENERAL SPECIAL MARKING AREAS \\ I TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING CONTRACTOR'S SCOPE OF WORK. ALL PARKING LOT I \ ! 7 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PHYSICAL FEATURES AND EXISTING STRUCTURE LIGHTING POLES, BASES, FIXTURES WITH LAMPS SHALL ROPOSED DIRECTION REQUIRED SETBACK PROVIDED SETBACK FRONT (WEST) 25 FEET 72.41' REAR (EAST) 20 FEET 213.63' SIDE (SOUTH) 20 FEET 66.66' SIDE (NORTH) 10 FEET 36.40' LOCATIONS WAS PROVIDED BY THE FOLLOWING BE INSTALLED BY THE GENERAL CONTRACTOR'S COMPANY: ELECTRICAL CONTRACTOR AND SHALL SUPPLY A ONE YEAR WARRANTY CERTIFICATE. WRIGHTPSM, LLC 2263 NW 3RD AVE 10. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE BOCA RATON, FL 33431 CONSTRUCTION BEGINS. PHONE: (772)-538-1858 11. SITE CONTRACTOR SHALL SUPPLY AS -BUILT PLANS 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF INDICATING ALL CHANGES AND DEVIATIONS. CURB, UNLESS OTHERWISE NOTED. ALL DIMENSIONS SHOWN TO BUILDINGS ARE TO OUTSIDE FACE OF 12. ANY DEVIATION FROM THESE PLANS MAY CAUSE THE BUILDING. WORK TO BE UNACCEPTABLE. 5. ALL HANDICAP ACCESSIBLE PARKING SIGNS AND 13. ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING STRIPING SHALL BE IN ACCORDANCE WITH THE THE CONSTRUCTION PROCESS SHALL BE IDENTIFIED TO AMERICAN WITH DISABILITY ACT (ADA) REQUIREMENTS THE ENGINEER IMMEDIATELY. AND STATE CODE. 14• ALL CONCRETE SHALL BE 4,000 PSI 28 DAY 6. ALL TRAFFIC SIGNS SHALL CONFORM TO THE UNIFORM COMPRESSIVE STRENGTH. TRAFFIC CONTROL MANUAL AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION. 15. PROJECT SIGNAGE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 7. ALL STRIPED OR CURBED RADII -SHALL BE 5' UNLESS 16. ALL CURB AND GUTTER WITHIN THE DEVELOPMENT OTHERWISE NOTED. SHALL BE 24" UNLESS OTHERWISE NOTED. 8• THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXISTING IMPROVEMENTS, QNSITE 17. PARKING LOT STRIPING SHALL BE INCLUDED IN PAVING OR OFF SITE, SUCH AS PAVEMENT, UTILITIES, STORM CONTRACTOR'S SCOPE FOR WORK, STRIPING WILL BE DRAINAGE, ETC. THE REPAIR MUST BE APPROVED BY ACCORDING TO OWNER'S SPECIFICATIONS. ALL THE ENGINEER AND BE EQUAL OR BETTER THAN STRIPING IS TO HAVE TWO (2) COATS OF PAINT (MIN). EXISTING CONDITIONS. 18. CONCRETE PAVING SHALL BE TINTED AND SEALED. REVISIONS: Q REMOVED SIGNS AT END OF SOLOMONS COLOR, SGS INTEGRAL COLOR #920 BLACK HARDEE AVE & ADDED RIBBON ONYX 1 SHALL BE USED AT A RATE OF 25 LB BAG _ Qi 11/14/17 CURB PER A YARD OF CONCRETE. THE CONCRETE SEALER Q 11/27/17 Q GRAVITY WALLS ADDED SHALL BE WR MEADOWS SEALER CS-309-30. 1 - I BE MIXED WITH o O'Ot ^ . EMPLO EE PA KING LEGEND - EXISTING LEGEND - P PROJECT ADDRESS: 6598 U.S. HIGHWAY I �= BACKFLOW PREVENTER = BENCHMARK • ......••••. °•... PROPERTY LINE SIDEWALKS AND ARCHITECTURAL CONCRETE ®= CLEANOUT PROJECT ADDRESS: C.M.P. = CORRUGATED METAL PIPE PROPOSED CURB & GUTTER PORT ST. LUCIE, FL 34952 C.P.P. = CORRUGATED PLASTIC PIPE 0 = ELECTRIC METER 8 8 8 0 8I I HEAVY DUTY ASPHALTIC CONCRETE 0= FIRE HYDRANT RAILING CLIENT: VERDA.D REAL ESTATE O = GUY ANCHOR IP 0= IRON PIPE STANDARD DUTY CONCRETE IR O- IRON ROD O PARKING SPACE NUMBER (COLORED BLACK PER SPECIFICATION) IR&C •= IRON ROD & CAP CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. O.R. = OFFICIAL RECORDS BOOK PARKING SPACES R.C.P. = REINFORCED CONCRETE PIPE ®= SANITARY SEWER MANHOLE STANDARD DUTY ASPHALTIIC CONCRETE = SIGN DIRECTIONAL ARROWS CLIENT ADDRESS: SOUTHLAKE, TX 76092 SPOT ELEVATION 0 20' 30, 40' ®= SERVICE BOX STOP BAR HEAVY DUTY CONCRETE PAVEMENT ®= STORM SEWER MANHOLE (COLORED BLACK PER SPECIFICATION) DATE: $/16/17 BWC7: PRJI ctr°= UTILITY POLE ACCESSIBLE SPACES ®= WATER METER SCALE: 1"=20' (D) = VALUE DERIVED FROM DEEDS OF ID SIGN COUNTY ROADWAY / HARDEE AVENUE RECORD OR DESCRIPTIONS PROVIDED TIMOTHY W. = VALUE DERIVED FROM FIELD SURVEY I] --N �2-' PROPOSED LIGHT POLES STACKHOUSE p = VALUE DERIVED FROM RECORDED PLAT I@$ -cAs- = UNDERGROUND GAS ARCHITECTURAL PAVERS LICENSE NO 81400 -onw- = OVERHEAD UTILITY WIRES ��-' (PLANS FOR DETREFER TO AILS) ���1w I IS7q �Ip/Ii, FLORIDA CERTIFICATE OF AUTHORIZATION -FM- = SANITARY SEWER FORCE MAIN ) �` t� ''�QENS C'I.7 ''i 31971 -wL-= WATER MAIN 122 CEDAR WOODS TRAIL e _* ins CANTON, GA 30114 s e POUND OF CONCRETE DYE SHA 4/20/I8 (yi • 678-462-407Z 0 2/8/18 Q STOP SIGN RELOCATED EVERY 5 GALLONS OF SEALER. VICINITY. CI N I TY. n n A P �0� . STATE OF <(/\e ClrilConiullingengineeuino.eom Qe 3/20/18 19. WITHIN 90 DAYS OF SITE PLAN APPROVAL, ALL v I Ivl.__ - �� N T CATEGORY I INVASIVE As 3/23/18 PLANTS SHALL BE REMOVED S \ - tE� C I FROM 24-HOUR CONTACT: DEREK BROWN (504) 577 2019 ENGINEER OF RECORD SITE PLAN 20. FDOT TYPE F CURB AND GUTTER TO BE INSTALLED „ dIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC Ld x! I x0� x95 \ 1 I° - -_ - x . o 37 x It S89' 4T 18.12"W 202.116' x 5 � S 12' 41.884 -- 10.0 �� \ / x- -�--- 50.0001 1 36 _ 11.0 10.5 11. / 1 J x J - / \ ems' -- -- -- 1153 I \ H--A LNJUE 5-0'- x x9 - - - O x�� ` o SITE 4- - $ _T-7 xcb X x 7 0 �ti tiL' x� P x h �; o �ZO o y„ V b' s 0 x � % / x 12.5 x x1 I o.\ / 0 x x I (x i I I 5 7 \ \ x x \x N x� t NS' „ xr 13. i I �� \ /x x\ \ 00kx 4 4 0' L 12.0 12.5 ��xW LIN 11.p"- 2 •o N89'4T18"E(C) 412.00' 11.5 \--�-- r No°17'27"w 11.5-- -- f3- -, �Z. x x -95 .0 --. -�--- co c 5.00' U I 1 - 12.5 -- -- -- -- 0 -- --_- 11.0 ° x VICINITY MAP \ x 1 13.0 __� 3,S 12.5 72.0 S I % 0 I 1 II I 14.0 13.5 1¢,0 _i3. 13.0 10 D S097'27"E / xOJ -°a NTS 1¢, + 94 48 \ 5.00' / / I r h�. o y I I I I 1 I ILi 11) 14.0 - x 77 �00 TOP DF-WALL_ 5_0� // ' ! x c 4 4 4 \ ^o I ® o v4 13- ` 7�S A SOT. OF WALL: Q960 BqT. OF WA L 0950 (/ Ix \ x -- P cra � x �j x I I I ticl I OM o p,� \ ° 7 S MqX STAGE: 112.88 I \ ti N 3 ry I I I x �� A 9° 09 �s 1 \ v 40 - 154Q 80 08 a _ _ 0 _ ' - v I 0 � I T27"E LO CL - �0'17'27' W 1� O 0°�° L - `� 143.65' I � � 1500 SO'1 - P I � / l 1 I I �143.98 n \ R°'. PROPOSED I I ^O `t 10 \ AUICK SERVICE \ \ 45 In d RESTAURANT 1 I 14 + 1, 26 4 " -PROTOTYPE: ROC60-2020 I 14- I \ I E*5 d, x 47 14 1 Or 2,967 SF • • Y 52 1319 + J'4- 42 23 T. OF ALL: 1250 BOT. OF WALL: 095 1 h \ \ I ¢1 415 27 PARKING SPACES O i- 26 14- BLDG HT: 20'-7" v 14- 2 BO J i , 13 a P WALL o' 1 89 TOP OF WALL,4 0 I I \ Id. _ 3 FFE 15.00' x 1 12 1� \ ..� - d 11 o n O Oe i �r-AREc �� ; a < a / i LLJ\ E. i I x M= M I \ 1 oo ❑ O / .. /o I \ �j 0 I o n \ 14 15- r I \ { 6 129 w a Q Q \ Id I III I o ° ------ --J 23 13 1352 o� y\ 1 .� -\ \ / >e w \ J (i LLI I I I 01 c�3. I � _ 1 4 i\ x \ 1 2 I N / II t/ J i I I .III ti 6�� ` 14- 39 13- \ �7 9 �9 o °' \ v x x TAPER DOWN p .¢'` I x ° •.O' ti,{' O \ / � I I � O � � O @ I I h � 1 I. I. ,�12-'`\ `':.\ / O, 7 x O O x 1,`\ O• of / ' I Y 'n i s 16 \ ` �x \ a2.$�URB OVEW \ o°\°/ x" ` �\x N8-9 100.00` x x '� ` O� sO d2��� O '�s \ l^ x ��° �o \ 9 / \ \ 2S9 \.7°l° + 1290 \ 94 \\ ~°19 x� o �\ 2S'\ \ 142 J \ \ 30fi { 12.0 c / j _ - 7 �� \ ` <7�'y, ,, ♦ �. I I �._ \ �' / / ram- / // .j� I / x -� x''vv����� - _ 20 53-Iz / xf cP-iz ;\ 2Q �\ 13.5 12.5 10.510.0 o I .; y -- -r cP-r� _f f- I P � 0. \ /' \ coot 25 CONC ------ --__x--- - M -- -- -0 M -.]§� b�- 180 : OF WALL: BOT. OF WALL: 13- � R/W PA C L 7 6 2 S89'45'43" t#8.6� 19- �°C G - -- /`-12-- __ Tno {)F-.WALk_44R___ ________ ________________ x - N 942'33E 100.00' s,no-=snp�sm�sm x _ _ TOP S89°4 '43"W R W LINE 7 \ ` O__ - \ - /� / E / SOT. OF WALL: 1 -p fOP OF WAL f>j `� SO'1 T27GE 11. - 3 9.71' F( \r-AS PER-U ECORDED PLAT \I o w1.E. -� �' _ - ---- 0� - O-------- - ORNE OF THE S.E. 1 4 a 8 454 �W 1 M.E. Xq� X - -� -� - 15-36 40 0.'9 �O C\ETE C RB ISLAND ` I q. - S89-45'43"W 7>5.34' 2154.62 (M) - 5 8943" 644.61 \ °IN. E S. g - - - r T I LI\IVI/11�F YC� 1 /-\ VF fC LJ o / SEC. 154" C 0 f / > ° ° S. R W LINE AS PER F.D OAR MAP I 4 / FND. 4X4' C \ lPC-&TEi�SPEED LIMIT: 30 MPH \� Fea EGTION Nos4o zsoo /tl \ x / �`7' GAS -- GAS GAS --]GAS GA$__ GAS GAS --} GAS GAS GAS GAS GAS / � GAS GAS GAS � GAS GAS CAS - GAS GAS GAS GAS OAS GAS GAS GAS - BUILDING PROTOTYPE: ROC60-2020 LEGEND - EXISTING LEGEND - PROPOSED GRADING NOTES: REVISIONS: 3/20/I8 �= BACKFLOW PREVENTER -50.50 PROPOSED CONTOURS �= BENCHMARK CLEANOUT 1. ELEVATIONS ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY", 16. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE 29. AS -BUILT DRAWINGS MUST DEPICT THE SIZE, TYPE OF MATERIAL, AND PROJECT NUMBER: 27080-001-01 ®= ELEVATION 11.505 FEET, NAVD88. CONNECTION AT STRUCTURE IS WATERTIGHT. HORIZONTAL AND VERTICAL LOCATION OF ALL STORMWATER RELATED SITE C.M.P. = CORRUGATED METAL PIPE RCP STORMWATER PIPE IMPROVEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO STORMWATER PIPES C.P.P. = CORRUGATED PLASTIC PIPE 2. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE ENGINEER OF 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS E= ELECTRIC METER X% ANY UNACCEPTABLE AREAS. NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. (INVERTS MUST BE SHOWN), INLETS, CURBS, SWALES, BERMS AND GRADE PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN a= FIRE HYDRANT SLOPE ARROW 3. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. 18, CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR CHANGES IN PAVED AREAS. IN PARKING AND RETENTION AREAS THE O = GUY ANCHOR AS -BUILT DRAWINGS MUST INCLUDE TOP -OF -BANK, TOE -OF -SLOPE, GRADE O� 4. FINISHED FLOOR ELEVATION = 15.00 ALL NATURAL AND PAVED AREAS. BREAKS, AND BOTTOM ELEVATIONS. PAVED, CONCRETE, AND LANDSCAPED IP 0= IRON PIPE r 1 DRAINAGE STRUCTURES 5. ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, DRIVEWAY 19. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM AREAS MUST BE CLEARLY DEFINED. IR&IR 0= IRON ROD A SURVEY PREPARED BY WRIGHTPSM, LLC JOB NUMBER 17-0320 DATED PROJECT ADDRESS: 6598 U.S. HIGHWAY I O.R. �IRON ROD & CAP APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY 5/21/2017. CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND= O.R. =OFFICIAL RECORDS BOOK y5° EXISTING SPOT ELEVATION LINE IN THE RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION R.C.P. =REINFORCED CONCRETE PIPE x STATE SPECIFICATIONS AND REQUIREMENTS. 20. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON ®= SANITARY SEWER MANHOLE 6. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR REPLACE ALL THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 = SIGN 5050 PROPOSED SPOT ELEVATION (ADD 200') TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO o DAMAGE DONE TO EXISTING ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER ENGINEER 9 = SPOT ELEVATION THE OWNER AND ENGINEER FOR REVIEW / ETC.) AS REQUIRED BY OWNER AND/OR GOVERNING AUTHORITY. 21. CONTRACTOR TO VERIFY EXISTING PAVEMENT GRADES WHERE AND ®= SERVICE "Box H.P: PROPOSED HIGH POINT / OR UTILITY PROVIDER OF EXPOSED CONFLICTS 0= STORM SEWER MANHOLE 7. FOR PROPOSED UTILITY LOCATION, SEE THE UTILITY PLAN. MODIFICATIONS/DRIVEWAY CONNECTIONS ARE BEING MADE. IF THERE IS ANY CLIENT: VERDAD REAL ESTATE CO-r= UTILITY POLE M.E. MATCH EXISTING GRADE 8. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES DEVIATION FROM THE EXISTING GRADES SHOWN HEREON CONTRACTOR MUST 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO ®= WATER METER ELEVATION INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. CONTACT ENGINEER OF RECORD FOR DIRECTION. O CONTACT UTILITY COMPANIES PRIOR TO ANY (D) = VALUE DERIVED FROM DEEDS OF UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY: CONTRACTOR p CONSTRUCTION AS THE LOCAIONOFUTILITIES SHOWN ON CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. RECORD OR DESCRIPTIONS PROVIDED 22. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE F = VALUE DERIVED FROM FIELD SURVEY EXISTING TREE SHALL DISPOSE OF ALL WASTE/DEBRIS FROM SITE TO A PROPER AND /P THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. O E 3" OF TOPSOIL AND BE SODDED TO MATCH SURROUNDING AREA. (P) =VALUE DERIVED FROM RECORDED PLAT x APPROVED WASTE SITE 23. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR Know what's yo IOW. THEREFORE UNDERGROUND UTILITIES RE WITHHELD.ATION TO THE OF ALL -cos= UNDERGROUND GAS 9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR STEEPER. CONTRACTOR SHALL SOD DISTURBED AREAS IN ACCORDANCE WITH Call before you dig. CLIENT ADDRESS: SOUTHLAKE, TX 76092 oHw = OVERHEAD UTILITY WIRES ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON COUNTY SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. = SANITARY SEWER FORCE MAIN RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND wL = WATER MAIN MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE BE CONSTRUCTED TO SAME. RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL 24. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR DATE: 8/16/I7 DWG: PRJI THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY AVERT FROM INVERT IN TO INVERT OUT. EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 25. CONTRACTOR TO MAINTAIN TRAFFIC ON/IN ACCORDANCE WITH SECTION 102, TIMOTHY W. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON STANDARD ,SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, FDOT, STACKHOUSE THE PLANS. CURRENT EDITION. LICENSE NO 81400� 10. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE 26. CONTRACTOR TO RAISE ALL EXISTING UTILITY MANHOLES, VAULT BOXES, S UNLESS 11. PRECAST STRUCTURES SHALL BE USED UNLESS OTHERWISE NOTED. 27. MCONTRACTOR SHALL ETER BOXES, ETC. OREVIEW SALL GEOETECHNICAL REPORTS E PROVIDED BY �x`\`...I .........q FLORIDA CERTIFICATE OF AUTHORIZATION # 12. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS UNIVERSAL ENGINEERING SERVICES AND OTHERS IF APPROPRIATE FOR �` �� ' TCENS �� ' 31971 NEEDED, AND EXISTING PIPES SHALL BE CLEANED OUT TO REMOVE ALL SILT INFORMATION REGARDING EXCAVATION/FILL. •' P QG AND DEBRIS. 28. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE 122 CEDAR WQODS TRAIL REVISIONS: Q2 GRADING REVISED IN FULL 13. EXISTING GRADE CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. AS-BUILTS THAT MEET ALL CLIENTS, GOVERNMENTAL AGENCIES, AND �* 7 * CANTON, GA 30114 QGRADING REVISED IN FULL 14. PROPOSED GRADE CONTOURS ARE SHOWN AT 1 FOOT INTERVALS, ENGINEER OF RECORD'S REQUIREMENTS. AS-BUILTS MUST BE PERFORMED BY - II/27/ 7 15. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING DRAWINGS MUST BERSIGIBYNED AND THECENSED (SEALED AT LAND SURVEYOR LICENSEDOF FLORIDA. AS-B(LT IN t. 2/8/I8 r �Z 678-462-4072 CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR :0 STATE OF �`� Cir!lGpniuRin En Ineeroinc.calro A 2/8/18 Q MODIFIED GRADING AT END OF HARDEE AVE AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT THE STATE OF FLORIDA.. ��`�'.,FlORIDP.•'' TO EXISTING CONDITIONS OR BETTER. 0 20' 30' 40' ix� s '0/`s��NAL E �` 3/2°/IB 2 4--HOUR CONTACT: D E R E K BROWN (5 0 4) 5 7 7- 2 019 SCAT F. 1"=gnl FNGINFFROF RFrnRn GRADING PLAN C 2 IS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND, ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. MATCH EXISTING I \I H- I 01 I I II WI REI VE CURB INLET TOP o REPLACE I l WITH TYPE C INLET I I 51 ' 12' 41.88"E -s-50.000'�h oil, 1 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I •p _H p ! 15 INCH RCP 37 LF III�p I 1 I 5� II p I a 0 P N8Ps ' S89° 47' 18.12"W 202.116' 10.5 lu.0 -11.0 11. AVENUE � \ V /E N Iv E 5 O R \ 26LF OF RIBBON CURB /--� N I DISTRUBED SOIL SHALL o I `\BE COMPACTED TO 98% o s� W &'\° 53RNOARD PROCTOR ------------------- ------------------ /12 12.5 I \ \ \ C � N O I \ \ N 12.5 3' o �_ 5 12.0 ip ` N89'4T18"E(C) 412.00'(L) ------------ \ 15 INCH RCP 87 LF ` 1, jr 70.00' SET #5 REBAR P.S.M. 6868 SO'17'27"E n \700 5.00' i I 5 4 INCH HDPE PIPE 8 LF VICINITY . MAP BJNC1 HDPE PIPE 13 F q 8 INCH HDPE PIPE 26 LF LF 12 INCH RCP 20 LF �0 1N b� 10 D6 M a a 8 NCH HDPE PIPE 38 L r�S , N TS i p n 8 INCH HDPE PIPE 25 LF 720 CONNECT RCP CL 6 \ 8 INCH H PE PIPE 4�LF ' r 0.9 ° 7? DETENTION POND TRITON SYSTEM -.. 9 4 INCH H ! S I ° J SEE SHEET C20 P VIA ADAPTER 0 0 ( ( N C01 CO2 CO3 1 0 PER DETAIL ON i o -- - - - - C04 FOR DETAIL) SHEET c6 I _ - -- - P D-D r NO'1T27"W I 1Tq 4 INCHHDPEPIPE 8 LF C 1T27"E 143.98' n O O Col L9 E� ° I 43.65' I PROPOSED o,eAse m i / -' -, o I-r) I d C QUICK SERVICE O RESTAURANT (� I PROTOTYPE: ROC60-2020 - CS1 yALL DISTURBED AREA ON di I HT: SF I DJACENT PROPERTY OWNER � BLDG HT: 20'-T E..YG I `10 0 •5 HALL BE RESTORED 100% 3 l J , �I 27 PARKING SPACEg p ° I d, a1 I l Z i ETTO �ERGICONDITIONSNAL, LIKE OR n I 3 FIFE 15.00' Co N Q (] 1� I W LLO 1h { I \ - I I I Id o I- .n I I ti� ass° Co w i Z dam• I Cn II I p� I -4_._ ,.. id I d' TWO 2 12 - - - - - - r -1-- -- r, I m J w I 12"X18" ELLIPTICAL RCP 73 LF CONTRACTOR TO I1 wl Lq CONCRETE PIPES / I I I NI N 1 - - - x REESTABLISH DITCH LINE TO P o I� °�_ I N PROVIDE POSITIVE DRAINAGE. m a ss 18 INCH RCP 27 LF d �� O i 6s 12 INCH CONCRETE PIPE 6 LF ;, OWNER TO SECURE DOWN w I III a g� D9 '� D8 12 IN H CONCRETE PIPE 116 L 0� 7'n 0_ s STREAM DRAINAGE n1p I D7 75 39, 9� C ---- o EASEMENT. MATCH EXISTING "17 12- I v --- - - wZ N89'42'33 E 100.0- 0 _ 1 \ ?U �o �� 'S\ \\A� �s/ 16 ��g �f 0 q \ Ry L� I 18 INCH RCP 32 LF ( R T CTYRCP TE TO \ TZ L1Z_ � LLp cou- °p� N S S i 11 °� T) M / z ; \ \ °� YD2 Fys 57 01S CONCRETE2PIPE IA ADAPTER (TYP.) { 12:0 E DETAIL ON �,I 4�CH REPLACE EXISTING CRUSHED PIPE _ET C8 °„� gS,. v �hi RGP ' LFJ- RCP 24 LF 11.5 11 r WITH t 38 OF 24 INCH RCP f . o 4 30' TEMPORARY PER DETAIL ON SHEET C18 r \\\I �1?0 Ss,° \`\ D10 -- AS> _ ,, - - 20 S. .L h 0 I _ CONSTRUCTION EASEMENT 4. CONC. P.P. -43 - - ----- 14. 14.5 D -- -- -- -- - -- --20, PERMANENT -- - ------------- - \ N, 1.TE �' 13.05 T30125 --- --- - - DRAINAGE EASEME T 20' PERMANE 11.0 11.511.0 9.0 D11 O.S i 6.0 --1gAt-- 0 10.510 _ 8.5 8 �_ I N o 7.0 - 0. o \ „ - _°m-om- - - -- _ �_ __ _ - 70. - D14 ' �78 IN H RCP 48 F D15 R/W PARC L --------------------- - o S89'45'43' W 148.66' ----------- --- sm 5.0 i 1 , ------------ --------------------------- � 0 I D1 N 9'42'33"E 100.00' ro � _sn u- .- ,x"-sa-� -sue--� ---- -- -- --- -- - - - ---- i- -- - -- ---------------- 9 em °---_---- o -- _- - ---------- - ° om ojx _ • S89'45'43"W R/W LINE ' - - 90 - - - -------- 49.71' \r�4S'PER UNRECORDED PLAT I ° _______ N.W. CORNE OF THE S.E. 1/4 I I 8 '45'4 "W CONCRETE CURB ISLAND N 3 �_ _- o 2.00' SEC. 15-36 40 -- ._,_ - -g--------- ---- --- -- ------ �� -- -- -- -- -- 9 - w�----�- - GI�5' NG 73.34' 2154.62 (M) 7 4 --�- -- --� w 89-43 '43 M CH E TING -- -- -- -- - -- -- -- ---- --- -- ---- ----- - - --------------- - �_ _ 644.61 FND - 1 5 LEANING, EPLA 6L.S. 4 42 i --------------------------------------------- - --� ° E $. 6- LEANING. REPLAC WITH U) >K I TTE R M A N ROAD (P A V D , R /W VARIES 3 BLOCK WALL 1.1' WEST SEC. 15-36-40 I � S. R/W LINE AS PER F.D.O.T. R/W MAP LEGAL STORMATER I _______________ CONTRACTOR TO REMOVE FND. 4X4" C.M. POSTED SPEED LIMIT: 30 MPH I I FOR SECTION NO. -94010_2500___---- OUTFALL LOCATION I/ AND REPLACE EXISTING STORM __-- ----- ttt 3 DRAIN PIPE. \ y \ /ce GAS GAS GAS GAS GAS CAS GAS GAS ---CAS GAS-- - -„A5 GASG9g GAS CAS GAS Cq5 GAS \\\ / GAS GAS -GAS -GAS -GAS GAS GAS GAS GAS GAS - PAVING, GRADING - - LEGEND - EXISTING LEGEND - PROPOSED AND DRAINAGE NOTES NOTES 3 BUILDING PROTOTYPE: ROC60-2020 0= BENCHMARK w PREVENTERARK-50.`,0 PROPOSED CONTOURS CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND 1. THE PROJECT ENGINEER ENGINEER OF RECORD SHALL PROVIDE TO THE ST. 1. ELEVATIONS ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY", UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION a ®= CLEANOUT ( ) ELEVATION 11.505 FEET, STINGNAVCA' OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS 7 REVISIONS: 4/I9/ C.M.P. =CORRUGATED METAL PIPE LUCIE COUNTY, FL "AS -BUILT" RECORD DRAWINGS FOR VERIFICATION AND 2• SAWCUT AND REPAIR EXISTING ASPHALT AT ALL DRIVEWAY CONNECTIONS. S o C.P.P. = CORRUGATED PLASTIC PIPE RCP STORMWATER PIPE APPROVAL BY THE ST. LUCIE COUNTY, FL ONE WEEK PRIOR TO REQUESTING 3. SEE SHEET C6 & C7 FOR STORM DRAIN PROFILES AND CROSS SECTIONS. IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER o ® = ELECTRIC METER X% A FINAL INSPECTION AND CERTIFICATE OF OCCUPANCY, OR PROVIDE 4. CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE, o CF = FIRE HYDRANT SLOPE ARROW "AS -BUILT" CERTIFICATION THAT THE PROJECT CONSTRUCTION ADHERES TO PERFORMED BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA AND ./ OR UTILITY PROVIDER OF EXPOSED CONFLICTS 1 O = GUY ANCHOR THE PERMITTED PLANS AND SPECIFICATIONS 0 o O IP 0= IRON PIPE /��'\ 0° 0 DRAINAGE STRUCTURES THE AS -BUILT OR THE "AS -BUILT RECORD DRAWINGS MUST BE SIGNED, CERTIFICATION SEALED, AND AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES IR C= IRON ROD DATED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER. INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, c^v IR&C 0= IRON ROD &CAP STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT o O.R. = OFFICIAL RECORDS BOOK EXISTING SPOT ELEVATION 2. ALL ASPECTS OF THE STROMWATER WATER/DR COMPONENTS / E TRANSPORTATION COMPONENTS SHALL AND/OR CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES IN ADDITION TO THE AFOREMENTIONED R.C.P. = REINFORCED CONCRETE PIPE ryP' BE COMPLETED PRIOR TO ISSUANCE CRITERIA AS-BUILTS 1� ©= SANITARY SEWER MANHOLE " OF A FINAL CERTIFICATE QF OCCUPANCY MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR a o SIGN 50�5a PROPOSED SPOT ELEVATION 3. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR CERTIFICATION OF CONSTRUCTION. 5. ALL BUILDING DOWNSPOUTS ARE TO SPOT ELEVATION SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE DESIGN CONNECT DIRECTLY TO STORM RR= SERVICE BOX ENGINEER AND THE CITY SYSTEM. PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I `'' H.P. PROPOSED HIGH POINT F QUINCY, FL. ANY DEVIATIONS MAY RESULT IN 6. ALL ON -SITE STORM STRUCTURES ARE TO HAVE OPEN SUMPS PER FOOT 0 = STORM SEWER MANHOLE DELAYS IN OBTAINING A CERTIFICATE OF OCCUPANCY. x Oo= UTILITY POLE INDEX 201> (SHEET 2) PROJECT ADDRESS: ®= WATER METER M.E. MATCH EXISTING GRADE 4. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION PORT ST. LUCIE, FL 34952 AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES z (D) VALUE DERIVED FROM DEEDS OF ELEVATION AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT x RECORD OR DESCRIPTIONS PROVIDED CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION. (F) = VALUE DERIVED FROM FIELD SURVEY uwuml BASIN BOUNDARIES CLIENT. VERDAD REAL. ESTATE w (P) = VALUE DERIVED FROM RECORDED PLAT 5. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH t -GAS- = UNDERGROUND GAS SEEDING, FERTILIZER, AND MULCH, HYDROSEED AND/ OR SOD. DO -oew = OVERHEAD UTILITY WIRES CROSS SECTION 6. ALL NEW BUILDING ROOF DRAINS, DOWN SPOUTS, OR GUTTERS SHALL BE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. Fm- = SANITARY SEWER FORCE MAIN REFER TO SHEET C5 ROUTED TO CARRY ALL STORMWATER TO RETENTION/DETENTION AREAS. =WATER MAIN Li 7. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION EXISTING TREE WHICH SHOW AS BUIILT CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES CLIENT ADDRESS: SOUTHLAKE, TX 76092 N 8. NOTIFY SUNSHINE UTILITIES 48 HOURS IN ADVANCE PRIOR TO DIGGING WITHIN R/W; 1-800-4ROADS � 9. ANY DAMAGE TO EXISTINGING ROADS DURING CONSTRUCTION WILL BE REPAIRED DWG: PRJI CL BY THE DEVELOPER PRIOR TO FINAL "AS -BUILT" SIGN OFF FROM THE DATE: 8/16/I7 1. COUNTY. 10. CONTRACTOR TO FIELD VERIFY ALL EXISTING PAVEMENT GRADES AND TIMOTHY W. o ELEVATIONS PRIOR TO CONSTRUCTION. STACKHOUSE 0 11. CONTRACTOR MUST MAINTAIN LESS THAN 2SLOPE IN ALL ACO PARKING LICENSE NO 81400 AREAS, ADA STRIPING AREAS, AND CROSSWALKS. CON TRACTOR NTRACTOR `\111111111�77, o NOTICE AN ISSUE WITH THE PLAN WHERE IT DOES NOT CONFORM TO THE o ABOVE STANDARD, THE CONTRACTOR SHALL CONTACT THE CIVIL ENGINEER ���( W:. STgC� ���,� _ FLORIDA CERTIFICATE OF AUTHORIZATION # N _ OF RECORD IMMEDIATELY FOR DIRECTION BEFORE PROCEEDING.•y�G�� 31971 REVISIONS: 0 ADDITIONAL DRAINAGE PIPE ADDED 12. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION d' = I22 CEDAR WOODS TRAIL om mam a FOR DISCHARGE TO CANAL BETWEEN ANY STORMWATER PIPE CROSSING ABOVE ANY UTILITY OTHER _ �' ao A "/zJ/O ONSITE PIPES REVISED TO BE 15" HDPE THAN ANOTHER STORMWATER PIPE. CANTON GA 30114 - * : - Q A DRIVEWAY CULVERTS REVISED TO BE RCP 13. TOP ELEVATIONS ON STORMWATER CLEANOUTS ARE INTENDED AS A p a vane - - x Q znana STORM SYSTEM REVISED REFERENCE ONLY AND SHALL BE FIELD A6JUSTED AS NECESSARY BY a Q. a✓sons Q ALL PIPES UNDER PAVEMENT TO BE RCP CONTRACTOR TO BE FLUSH AT GRADE. 4/�3/F /1/: DO p. 3izana 14. CONCRETE EXPANSION '.JOINTS SHALL BE PLACED�� 678-462-407 , MITRED END SECTION ADDED TO DOWN- OF 14 FL AT A MAXIMUM INTERVAL �O�'., �TA1pOF !(1\ CivilCoesullingEngineeesino.00m j p, ensue STREAM DITCH NIq�P \`�* 0 20' 30' 40' i��tSs�O ,,.• ��C!\�` 1 2 HOUR CONTACT: DEREK BROWN (504) 577-2019 ENGINEERRE SCALE: 1°=20' ENGINEER OF RECORD DRAINAGE PLAN C3 -THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. SITE VICJ ITY MAP H N TS d 1-3" PVC CONDUIT FOR TELEPHONE SERVICE 7S A. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT \G m { PROPOSED I ALL AREAS OF CONFLICT WITH, CITY/COUNTY MAINS. W/PULL WIRE PSLUSD EA EMENT B. ALL UTILITIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE 3-3" PVC CONDUIT 01 4 30' TEMPORARY PRIVATELY OWNED AND MAINTAINED. FOR ELECTRIC SERVICE 2 \° FRS Ftil m W PULL WIRE 2 _ CONSTRUCTION EASEMENT_ C. THE CONTRACTOR SHALL NOTIFY CITY OF PORT ST. LUCIE UTILITY DIVISION 48-HOURS PRIOR }D yS• `\ \ 20 S. W I TO ANY UTILITIES CONSTRUCTION. ellSte° `\ I 20' PERMANENT GRAVITY SEWER \° ) `\ _ _.. f svG svG--- 10 PSLUSD EASEMENT _ __ __ __ ___ � ____ ___ __ __D_R_A DRAINAGE EASEMENT _ ` CONC. P.P. O�`-------------------------------------------------------------------------------------------I ------PROPOSED - 2 \7' T EXIS ----- - 1. PVC PIPE AND FITTINGS FOR GRAVITY SEWER AS WELL AS SERVICE LINES SHALL, AS A `t 2.6'N, 1.7'E �' GAS TAP BY w MINIMUM, CONFORM TO ASTM D-3034, SDP 26 AND MEET REQUIREMENTS OF ASTM D-3212 GAS COMPANY No a HYDRA/� 42E5R WEST ON JOINTS FOR SEWER PIPE USING FLEXIBLE ELA OME SEALS. oM-oM-oM-oM o 0 0 0-om-oix-anhZL_„ti_. __ -- M$ M M M-oM-oM-oM-oM-�-oM-° _ I- -- OFII R - - -^ - ^^-�vM - _DA,_oM-oM- - 6 t�� 2. ALL SEWER LINES SHALL BE COLOR GREEN. OP ST RIC EA -- ------ ----- ----- ----- - 'd+ - - _ _"_ s�ra�--_ _ S89'45'43"W 148.66 sW - -0 a<- CONCRETE PADS SHALL BE 24"x24"x6" AROUND CLEANOUTS. oM o/y oM oM oM bpi ' oM-oM-'� - ___ _ _ _- __ __ __ __ P.O.S. ---s-:,W-Ilee�-�m�s --------------- -- -- 1W - � 3.70 -- -- - tGENERAL S89'45'43"Wj R/W LINE i o --'------------- P.O.S. SO'1T27 E 11.00' \rat-------- ------------------------ 49.71' S PER UNRECORDED PLAT � 3 --- _ _----------- 1. PROPOSED UTILITY EASEMENTS SHALL BE CREATED AND RECORDED AFTER INSTALLATION OF 8 '45'43"W CONCRETE CURB ISLAND - - ---------- . UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 0.29 - '45'43' W 173.34' SKETCHESAND LEGAL DESCRIPTIONS BASED AS -BUILT LOCATIONS A ON THE UILT „ FND. 5 REBAR, P.L.S. 4942 �- 89° 3 644 fit # 2. OF 60 DAYS SHALL BE PROVIDED TO THE CEC RESPONSIBLE FOR CERTIFICATIONS A MINIMUM ------------ --- ---- ----- ----- - ------------- -- ----- ----------- - --- --\ LEANING. BARRP.S M. 6868TH OCCUPANCY DATE IN ORDER TO ° E S 6 OF 80 DAYS PRIOR TO THE ANTICIPATED CERTIFICATE OF CUPA ENSURE TIMELY CERTIFICATIONS AND AGENCY APPROVALS -- ---- ---------------- - - - BLOCK WALL 1.1' WEST =,,i\ I I �E R V A N R 0 A D (f V D , R / W VARIES) 3 " Q--_-______ 3, REFER TO BUILDING ELECTRICAL PLANS TO PROVIDE POWER TO SITE LIGHTING AND SIGNS S. R/W LINE AS PER F.D.O.T. R/W MAP --LO I POSTED SPEED LIMIT: 50 MPH EX. 2" WATER MAIN 3 ----- FOR SECTION NO. 94010 2500_-___--.\ \ 7 4. GAS ROUTING SHOWN FOR CONSIDERATION, ACTUAL ROUTING TO BE COMPLETED BY GAS -------- PER CITY MAPS __-------- \ EX. CONCRETE POLE COMPANY. --------------------------- ) / TO BE PROTECTED ------------------------------------E-------- ` z GAS GAS GAS GAS GAS GAS GAS GAS�� O GAS GAS GAS GA G98' GAS GAS GAS GAS 3GAS-- GAS---GAS-­,S-GAS GAS GAS GAS GAS GAS GAS-- 7SS � -- -- -- - -- TO - ---- -- -- BUILDING PROTOTYPE: ROC60-2020 w o `� CONTRACTOR TO VERIFY / R/W LINE. OF KTTERMAN ROAD \\ i fl ` LOCATION, SIZE & ' AS PER O.R. 1831, PG. 305 REVISIONS: 3/2on8 � � � \ i `.CONTRACTOR TO COORDINATE MATERIAL OF EX. WATER I 0 WITH FPL TO DETERMINE IF Z p LINE PRIOR TO START OF POLE NEEDS TO BE RELOCATED. / N CONSTRUCTION i PROJECT NUMBER: 27080-001-01 x� WN WATER SERVICE: SANITARY SEWER: SANITARY SEWER CONT.): LEGEND - EXISTING LEGEND - PROPOSED PROJECT NAME: P:S.L-BURGER KING @ KITTERMAN i EXISTING WATER METER AND BACKFLOW PREVENTER ARE t i LF OF 6" PVC 0 1.00% ° °= BACKFLOW PREVENTER PROJECT ADDRESS: 6598 U.S. HIGHWAY 1W TO BE REMOVED, EXISTING SERVICE FEED IS TO BE REUSED 1S BUILDING CONNECTION (OUT), INVERT : 10,40' 15S CLEANOUT - INVERT: 10.80' z = BENCHMARK - 50.50 PROPOSED CONTOURS f 1 LF OF 6" PVC 0 1.00% K TO PROVIDE 2' SERVICE. f 1 LF OF 6" PVC 0 1.00% C = CLEANOUT INSTALL 2" COMPOUND WATER METER WITH 2" BACKFLOW CLEANOUT - INVERT: 10.39' 16S C.M.P. = CORRUGATED METAL PIPE 111U1111111 MUSEUM NMI RCP STORMWATER PIPE PROJECT ADDRESS: SW 2S t 28 LF OF 6" PVC 0 1.00% C.P.P. CORRUGATED PLASTIC PIPE PORT ST. LUCIE, FL 34952 Y PREVENTER AND RPZ FOR POTABLE WATER SERVICE. E = ELECTRIC METER X% a 4W 2" 90' BEND, t 55 LF OF 2" PVC 3S CLEANOUT - INVERT: 10.11' • SLOPE ARROW t0 = FIRE HYDRANT Of 40 LF OF 6" PVC 01.00% • 0= GUY ANCHOR Q CLIENT: VERDAD REAL ESTATE Y CLEANOUT - INVERT:9.71' IP 0= IRON PIPE O0 DRAINAGE STRUCTURES 5W 2" 90' BEND, t 32 LF OF 2" PVC Q 4S f 75 LF OF 6" PVC 0 1.007 E1 CONTRACTOR TO COORDINATE CONSTRUCTION WITH THE IR C= IRON ROD O FP&L. THREE (3) 3" CONDUITS WITH A MINIMUM OF 36" IR&C A = IRON ROD & CAP r a CLEANOUT - INVERT: 8.96' SWEEPS HAVE BEEN DEPICTED FOR PRIMARY PULLS O.R. OFFICIAL RECORDS BOOK pP EXISTING SPOT ELEVATION CLIENT ADDRESS: IZII S. WHITE CHAPEL BLVD. 6W # 10 LF OF 2" PVC, BUILDING CONNECTION (IN) 5S f 54 LF OF 6" PVC 0 1.00% R.C.P. = REINFORCED CONCRETE PIPE xti CLEANOUT - INVERT: 8.42' ELECTRICAL TRANSFORMER PAD. PAD SHALL BE SIZED PER Q = SANITARY SEWER MANHOLE 7W t 132 LF OF 1" PVC FROM BUILDING,(OUT), HOSE BIBB 6S, E2 FP&L GUIDELINES, = SIGN 50� PROPOSED SPOT ELEVATION # 22 LF OF 6" PVC ®1.00%°_ SPOT ELEVATION / CLIENT ADDRESS: SOUTHLAKE, TX 76092 CONNECT TO EXISTING LIFT STATION REFER TO ARCHITECTURAL PLANS FOR SECONDARY ® SERVICE BOX H.P. PROPOSED HIGH POINT " 7S (MAINTAIN 18" OF COVER OVER STORM PIPE) E3 SERVICE CONNECTION INFORMATION. 0 = STORM SEWER MANHOLE CO->= UTILITY POLE M.E. MATCH EXISTING GRADE DATE: 8/I6/I7 DWG: PRJI BUILDING CONNECTION (OUT), INVERT : 10.88' E4 COMMUNICATION/ELECTRICAL CONDUIT WITH PULL WIRES TO ®= WATER METER ELEVATION 8MENU BOARD. (D) = VALUE DERIVED FROM DEEDS OF t 8 LF OF 6" PVC ® 1.00% i RECORD OR DESCRIPTIONS PROVIDED C# O PIPE CONFLICT CLEANOUT - INVERT: 10.80' (F) = VALUE DERIVED FROM FIELD SURVEY TIMOTHY W. I. NOTE: CONTRACTOR TO LOCATE SIZE AND 9S t 1 LF OF 6" PVC 0 1.00% CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS (P) VALUE DERIVED FROM RECORDED PLAT STACKHOUSE DEPTH OF ALL EXISTING UTILITIES IN THE UNDERGROUND UTILITIES. ALL SHALL BE FIELD LOCATED GAS- = UNDERGROUND GAS HOSE BIB AT DUMPSTER LICENSE NO 81400 o RIGHT OF WAY PRIOR TO CONSTRUCTION. 1,250 GALLON GREASE TRAP ► ►.. I 105. ON REFER TO DETAIL PRIOR TO CONSTRUCTION OF DRIVEWAY AND UTILITY AND oHW- = OVERHEAD UTILITY WIRES 111I111//jr o ( ) STORM DRAhN CROSSINGS IMMEDIATELY BRING TO THE =WATER MA NSEWER FORCE MAIN z VALVE METER `� �f J STgC �' i� FLORIDA CERTIFICATE OF AUTHORIZATION o INVERT IN 10.79' 7 REVISIONS: A WATER LINES RELOCATED PER ADDITION INVERT (OUT) 10.54' ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY `� <�•'''10ENs �'� 31971 Z BACKFLOW PREVENTER 00 OF UNDERGROUND CHAMBER SYSTEM t 1 LF OF 6" PVC PROVIDER OF EXPOSED CONFLICTS : •' F '•� ' .�N = 122 CEDAR WOODS TRAIL GREASE TRAI' CALL FIXTURE UNIT CALCS• GENERAL NOTES 1 (S)X(GS) X Hf 112) X (LF) = Effective capacity of S =56 FIXTURE F.U. EACH TOTAL F.U. I. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF Grease Tr 4) in Gallons (based on seats,) GS =10 Fast Food WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN Hr =18 DESCRIPTION QTY WASTE WATER WASTE WATER LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR Florida Administrative Code Section 64E-6 LF =1 COFFEE, ICE, SHAKE, SODA, ETC. 11 - 0.5 - 5.5 FIELD VERIFYING EXISTING UTILITY LOCATIONS. (S) x (GS) x (Hr/12) x LF = Effective Capacity of 56 x 10 x 18 112 * 1 = 840 gallons FLOOR DRAIN 6 5 - 30 - 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY Grease Trap in Gallons (M) x (GM) x (LF) = Effective cgQccitof Grease EMERGENCY FLOOR DRAIN 2 - - - - OWNER. S = Total Seats interceptor in aa/lons (based on drive thru meals served) GS = (Gallon Values reflect 25% reduction) HUB DRAIN 2 2 - 4 - 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF PORT ST. LUCIE UTILITY DIVISION AT LEAST SEVEN Hr = Hours of Operation M =Meals prepared per day DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT. LF = 1 Loading Factor GM = Gallons of waste water per meal (Use 5 gallons) HAND SINK 3 2 2 6 1 6 LF = Loading Factor 4. THE CONTRACTOR SHALL NOTIFY CITY OF PORT ST. LUCIE UTILITY DIVISION AT LEAST 48 HOURS S89° 47' 18.12"W 202.116' (Use 1.00 with dishwashing machine and 0.75 without HOSE BIBB 4 - 2 - 8 PRIOR TO ANY UTILITIES CONSTRUCTION. __ dishwashing machine) _ LAVATORY 2 1 4 2 8 -- __ -- -- -- -- -- 5, THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE CITY R/W LINE M = 358 (meals served from drive thru) MOP SINK/CAN WASH 1 3 3 3 3 SYSTEM SHALL BE IN CONFORMANCE WITH CITY OF PORT ST. LUCIE UTILITY DIVISION STANDARDS GM = 5 SINGLE COMP. SINK/PREP SINK 1 5 2 5 2 AND CONSTRUCTION SPECIFICATIONS. LF = 0.75 THREE COMP. SINK 1 6 4 6 4 ro 6. ALL MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND 358 x 5 x 0 A u I 1 .75 = 1342.5 gallons o I PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. WATER CLOSET 2 4 10 8 20 R D E E AVENUE R W 0 b Effective Capacity ----------- URINAL 1 4 10 4 10 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MAINS AND FACILITIES IN CONFLICT WITH NEW ________,840 + 1342.5 = 2,182.5 gallons GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS. -- Utilizing Two (2) 1,250 Grease Traps in series WASH BOX 1 - 4 - 4 FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, BUILDING TOTALS 68 70.5 VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. TOTAL GPM - 58 1 8. CITY OF PORT ST. LUCIE UTILITY DIVISION SHALL OPERATE WATER, WASTEWATER, AND RECLAIMED I WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE CITY REQ'D. PIPE SIZE 4" 2" INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY THE CITY, IT IS THE CONTRACTOR'S PROPOSED o RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. N89'4T18"E 3/4" WATER LINE 40.00' - -� 9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR R1W LINE _ _ -- -- - _ N89'4T18"E(C) 412.00'(L) __ _ TO HOSE BIBS __ __ -- --- RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE -APPROVED NO'17'27"W T 202.00' i N89'47'18"E 372.00' 70.00' 70.00' 70.00' - , 70.00' INTERRUPTIONS OF SERVICE WITH THE CITY INSPECTOR 7 WORKING DAYS IN ADVANCE. -------------- -- -' 5.00 , -- -- ` SET #5 REBAR 10. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING --------- P.S.M. 6868 APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR I I H I I H T 1 1 SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO THE 0' S. . .L 10' LA DSCAPE STRIP SO'1T2TE UTILITY COMPANY FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 5.00' n ^ P\\ I 11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED I ,/LJ\r /1LJ\r /1L1f\ 11 I DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY PSLUSD. I I DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT. I I wi ° P I I LU N 12, FOR PVC .PIPE THAT WILL BE OWNED AND MAINTAINED BY THE CITY, NO PIPE BENDING IS ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES w1 a - - 7W W W ° i _ (3-INCHES PER JOINT PER 20 FT STICK OF PIPE,) ALIGNMENT CHANGE SHALL BE MADE ONLY of Q - - - - e tOs_�� PROPOSED WITH SLEEVES AND FITTINGS. :)I z - - -71 - 95 w 1 HOSE BIBB NI ¢ 115. P I SO'1T27"E 13. FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY THE CITY, LONG RADIUS CURVES, P NO'17'2, i a1 J 3 O°"OG 1zs 143.65' EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT 143,gg' of PROPOSED $S 71 m O= H m THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE H H -H 1 QUICK SERVICE 6 135 _ �_ -a VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S O � d I RESTAURANT II 18' x 40' UNRECORDED RECOMMENDATION. d I PROTOTYPE: ROC60-2020 "O 14S I ACCESS EASEMENT I 2,967 SF ; "„ ' • a CONTRACTOR TO LOCATE 14. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND H dx- I E '„ '� Z EXISTING UNDERGROUND RECLAIMED WATER LINES. _ I BLDG HT: SPACES E3 Ez . CO 16S E4 r z 27 PARKING SPACES ° rn � I ELECTRIC, WATER SERVICE, AND I J m aI j FFE 15.00' CO ; i6S Q o 0 o w FORCE MAIN PRIOR TO 15. ALL WATER METERS 2 INCHES AND UNDER TO BE INSTALLED BY THE CITY OF PORT ST. LUCIE. d . I a 3 I Ss Of CONSTRUCTION 1 1 Q O Ii I i I o i { sW 1s e \ ss Co N d 16. WATER SERVICE LINES TO BE INSTALLED BY THE UTILITY CONTRACTOR. I I = W 1 Id I H I I , 1 J o I I W ICI IL 1�._. M Q 2 Z / (n I r iu� 45 ss i aj ------ __ I�Id I � I 5W 2S: P h I i �i1 iI I I I of i _ 1 = Co ss -_ P.O.S. N r' P a PROPOSED 2" WELL SS O 1 i I i ` ® 9\ PROVIDED FOR IRRIGATION 5s __ C g IUj n I i 0. iiP I a ( 4W PROPOSED 2 .5' 20' x 40' UNRECORDED °, E7 � UTILITY EASEMENT UTILITY NOTES GAS LINEI to 6S H L4 `N89- -42 3 E 100.0�- - I z 6' PERPETUAL EASEMENT I A PER O.R. 1831, PG. 30 -_ -°DM I A D AS PER O.R., PG. 2121 z \ J \ \ R/W N 9'42'33"E 100.00' _ _ - N.W. CORNER OF THE S.E. 1/4 22.00' _ SEC. 15-36_ 40 - - i 11/14/17 Q SANITARY SYSTEM REVISED TO CONNECT 11S CLEANOUT - INVERT: t 3 LF OF 6" PVC 0 10.53 1.00% u n TO EXISTING LIFT STATION M Q D_ 11/27/17 Q GAS LINE ROUTE REVISED. 12S 6" 90' BEND, INVERT: 10.50, CLEANOUT = INVERT: 10.49' x Q o 2/8/18 GLEAN OUT GREASE TRAPS TO BE VENTED THROUGH BUILDING GREASE TRAPP AADDED DD 8REFER TO ARCHITECTURAL PLANS. X GREASE TRAP VENTING ADDED GREASE TRAP CALCULATIONS ADDED f 1 LF 6" PVC TO 1,250 GALLON GREASE TRAP M 5 3/20/18 14S ADDED PROPOSED WELL LOCATION, MODIFIED REFER TO DETAIL o Q PROPOSED METER TO A 2" COMPOUND INVERT (IN) 10.48' INVERT (OUT) 10.23' C] THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED Y E P SE T IT P JV CANTON, GA 30114 4/23/18 �• �� 678-462-4072 ?3Q� 8TATE OF ��� 0MIConiultingEngineeiAno.eom 0 20' 30' 40 ��'��ss/ANAL 2 4 -HOUR CONTACT: D E R E K BROWN (5 0 4) 5 7 7- 2 019 SCALE: 1"=20' ENGINEER OFIRECORD UTL I TY PLAN C4 OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALI_ BE WITHOUT LIABILITY TO CIML CONSULTING ENGINEERS, INC. PROP GRADE @ 'n to o G? I"j Mi PROP GRADE @ N N CM cep N N^J c cV I'M I•M d' � EX GRADE 00 co 0 CDd co<r d - o d d o d o rn00 of of m m ai 20- - 18 'M II N - a [c_ > Fia zzzz 16 _ PROPOSED GRADE I EXISTING GRADE 14 I I I I i 12 71 CONSTRUCT 197 LIF - I 15 INCH RCP 9-0.17% 10 ml CONSTRUCT 19 LF .. CONSTRUCT 37 LF I.. 15 INCH RCP @ -7.78% 15 INCH RCP @ 0.00% STRUCTURE TO HAVE STRUCTURE TO HAVE OPEN -BOTTOM SUMP OPEN BOTTOM SUMP I PER FDOT INDEX 201 PER DOT INDEX 201 PROP GRADE @ EX GRADE 10+50 11+00 11+50 12+00 PROFLIE VIEW FOR STORM - (D2-D6) VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' cF ^ 00 p O� 00 d 00 .0 � CID N N m co m 20 -r- -- - _.. r---- - , �._.._�.._ . _._..._._ .._.. ... 11.,..,_._.-. ., _..-. _.. . _.... ... .. .......... ! 16 IF 18 It 16-- o i CONSTRUCT 27 LF 14 - ON UC 18 INC I RCP @ -2.71% EXISTING GRADE PROPOSED GRADE 12 EXISTING RADE - 10 _._ I i 6 ! _ CONSTRUCT 4 LF 181N611 RCP ®- .88% 4 L6 Y j u6 'n u'i MATCH EXISTING GRADE CONSTRUCTI 32 LIF r18 INCH R @ 1.13% r CONSTRUCT 48 LF 18 INCH ®1 �3% PROFLIE VIEW FOR STORM - DRIVEWAY CULVERT VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' PIPE # STRUCTURE TYPE TOP ELEV. PIPE INFORMATION INVERTS E = 10.10 1 1, 'NSP ON''RET- P °E @ 0.00% MANI IC! 1 GI .. I, M = 14-4 W = 10,10 6 I, IKIT CON PPE PIPE @ 0.007 E = 10,10 2b LI, 12 INCH RCP @ 0.007 E = 10,10 25 LF, 12 INCH RCP @ 0.00% D9 54 XSL .:I -_AR $ - RIM = 14.23 N = '0.''0 to LF, 12 INCF RCP @ 0.00% Win I„NHOLE T0= N = '0.•10 15 LF, 12 INCH RC '9 0:00% SW = 10.10 16 LF, 8 INCH HCDE P?E @ 1,00% TOP: TYPE C CRATED INLET D10 BOTTOM 48 0 J ALT A RIM 13;89 E = 10,10 7 LF 12 INCH PP W 0,00% PER=30T INDEX 232 ]L1 MITRED ENJ SECTION RIM = 8.88 NE = 5.82 24 F '- 1v.. PER FOOT INDEX 272 T a vpr 0 . T C' GRATED DOLE' - E = 6.14 27 LF, 18 INGI-I RCP @ 2.71% D12 BOTTOM: 48" 0 J ALT A RIM = 10.69 SW = 6.14 24 LF, 18 INCH RCP @ 2.88% PER FOOT INDEX 232 TOP: TYPE 'C' GRATED INLET N = 5.41 73 LF, 12"X18" E1IPTICAL RCP @ C.61% D13 BOTTOM 48" 0 J ALT A RIM = 10.76 SE = 5.41 32 LF, 18 INCH RCP @ 1.13% PER FOOT INDEX 232 W = 5.41 27 LF, 1.8 INCH RCP @ 2.7`7 TOP. TYPE C CRF ED NLEI ,NW = 5,05 32 L-, 18 INCP R03 @ '.L'% D14 BOTTOM 48 0 . E = 5.05 48 LF, 18 NCIRC? @ '-13% PER SCOT �A0_X 2:2 D15 MITRED "NO SECTION R-M = 6.71 W = 4.50 48 -F, 18 INCH RCP @ 1.,„ PER --GOT NDEX 272 D17 VI -RED END SECTION RIM = 8.25 _ = 5.50 38 LF, 24 .NCP CC P @ C.C;.% YD1 YARD PHA-N KI 3.24 = 10.37 13 F 8 INCH HOPE PIPE @ 2.00% YES YARD ORA.N tII, %.IA NE = 10.26 16 -F, 8 INCH HOPE PIPE @ 1;00% i u E -- j 51 PROP GRADE EX GRADE @ck � O M N N O D d' d ai. of 0i of 20 - - -- - 18 --- -_ 16 cN 14 _ 12 - ---- ----... 10 8 PROVIDE 1 6 SUM P-"BELO -- POND BOTTO & INSTALL 9 RIP -RA 4 13+50 13+75 PROP GRADE @ EX GRADE @ c EX GRADE @ W d d d d d d d 20- - o 0 0 0 c - 1�1 > •... o Z _ _ EXISTING GRADE �. z z -_._ > > > > z 'z o a 16 i PROPOSED GRADE _ _.. ..___._ _ _.. NHOLE COVER \\ 14 ! __ -- T . _ \ CO UC LT- 2 CH CONCRETE PIPE 10 USE MARMAC COUPLER TOCONNECT _ RCP TO HOPE 1 8 BEFORE ENTERING CHAMBERS _ PER DETAIL SHEET C8- TYP. ) CONSTRUCT 6 LF 6 12 INCH CONCRETE PIPE @ 000% I CONSTRUCT 25 LF Of TWO C2) 12" RCP PIPES @ 0. 0% 4 PROFLIE VIEW FOR STORM - (D7-29) VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' W lO M W O cD N N N O _ I O I Oi Oi i20--- --- - ._. �_... __,_.__ -- _ - - - - -- -- - .II II II O O O uY _ O O � 0 O O O-___._. Oe Oi _ _. - ._-- _ _.tC-..___. .__j_. .__ - _ _ R,6 � 0 18 ,n 4' HIGH RAILING z � II II II `r1 II II II II II II II r•i II II : cd � ro 1 II 6 AT THE TOP OF _M II w 3 w a u n a ? 3 ^ II PROPOSED ADE n 3 }y _ > RETAINING WALL g z z `� w rtl 3„� . a o > > -. 3.W�.,. ---___-.___ ..._._'-- --- II 1 t -- z _ - _o� 16 >-.-No.-»_m. o-->ao�>'z os»> _-..--erm z-z. _..._._ p �. >.>..__' w s (SOUTH WALL) z z� z �; z z c, ?I_ g z z z -- EXISTING G BE » 8 z i x > 0 o w i ! _.. - ..__. .. EXISTING GRADE g _ PROPOSED GRADE 14 , I I CONS UCT 8 LF 6.0 INCH PVC PIP @ 1.00% ; 12 CONSTRUCT 75 LF 6.0 INCH PVC PIPE @ 1.00% CONSTRUCT 54 LF _ 6.0 INCH PVC PIPE @ 1.00% CONS UCT 1 LF -- °r' _ o _..n CONSTRUCT 11 LF - I , N 6.0 INCH PVC PIE @ 1.00% o o 6.0 INCH PVC PIPE @ .00% CONSTRUCT 40 LF n CONSTRUCT 1 LF 6 0 INCH PVC PIPE @ 1.00% - 8 ° ' ^I z it 6.0 INCH PVC PIPE @ 00% CONSTRUCT 22 LF CONSTRUCT 1 LF ? 3 0 " o CONSTRUCT 3 LF 6.0-INCH D.I.P. @ 6.29% 6.0 INCH PVC PIPE @ 1.00% 6.0 INCH PVC PIPE @ 1. 0% y > > z - MAINTAIN 18" OF VERTICAL » 8 z c� ? z __ _ COVER°OVER STORM CROSSING " s. -�- - - j 12"x18" ELLIPTICAL RCP -. _.. 4 I 40+50 1 00 200+00 200+50 201+00 201+50 202+00 PROFLIE VIEW FOR STORM - OUTFALL PROFLIE VIEW FOR SANITARY VERTICAL SCALE: 1" = 4' VERTICAL SCALE; 1" = 4' HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' E PIPE # STRUCTURE TYPE TOP ELEV. PIPE INFORMATION INVERTS S = 10.55 8 LF, ' IWIT HOPE PIPE @ 2.00% C01 CLEAN OUT RIM = 14.4L E = 10.38 26 G 5 INCH HOPE PIPE @ 0.50% W = 10,K 26 LF 8 IINCH HOPE PIPE @ 0.50% CO2 CL-AN OD- RIM = 14,42 E = 10.25 25 -F 8INCH HOPE PIPE @ 0.50% S = 10.41 8 L,, 4 INCH HOPE PIP_ @ 2,00% W = 10,12 25 LF 8 NCH F-JPE PIPE @ 0.50% CO3 CLEAN CUT RIM = 14.42 E 10.12 41 �_F 8 INCH HOPE PIPE @ 0,50% _ a 10.29 8 'LF, 4 INCH HYPE PIPE @ 2, 007 AI 9.92 41 LF 8 INCH P:DPE PIPE @ 0,50% C04 CLEAN CUT RIM = `3.74 NE 9',92 38 LF 8 INCH HDPE PIPE @ 0.43% 7oP r _ '-' cRr,rE3 IXL_T CS1 BOTTOM: TYPE 'C' PER FOOT INDEX 232 RIM 12 0' S 5,86 73 LF, s2'X18" EAIIPTICAL RCP @ 0.61% (REFER TO STRUCTURE DIAGRAM FOR WEIR DETAILS) S = 5.21 11 LF, EX STING 18 XCP @ 0.09% Ni REPLACE CURB INLET TOP R'.M = 11.36 E - 6:28 18 LF EX STING 18 RCP @ 0,00% WITH GRATED INLET W = 5.37 22 LF, EjISTN3 16 RCP @ 0.20% TOP. TYPE 'C' GRATED INLET -� BOTTOM: 48" 0 J A'_T A RIM = 11.53 S = 8.60 37 LF, 15 INCH RCP @ 000% PER FOOT INDEX 232 -OP TYPE 'C' GRATED INLET N. = 8.60 37 L-, 15 INCH RCP @ O.00% .. PDTTCM: 48" 0 J ALT A RIM = 11.20 X = 8.60 19 LF, 15 INCH RCP @ 7.78% FC FDr- INDEX 232 - N = 10-10 19 L-', 15 NOT RC? @ 7,78% -„ ITr t C' CRATEC INLET OP S '0,'C 20 F NCH PCP @ 0 CL% U4 BCI 70V 48" 0 d ALT A RIM = 13,70 R2 '9 L- INCH -IC P- C 2CC% PER FDOT INDEX 232 - 10,10 1 '.37 LF, '; IN-1-1 RCP @ 0.17% C TOP TYPE 'C' CRATED INLET N = 9.76 197 _F •5 INCH RCP @ C.'7% BOTTOM. 48" 0 J ALT A RIM = 12.77 E = 9.76 87 LF, 15 INCH RCP @ 0,19% O-R FOOT ND X 232 SW = 9.76 38 LF, 8 INCH HD°_ PIPE @ 0.43% 1;6 MITRED •I)-CTON RIN = ''.54 W.= 9'.80 87 L-, 15 INCH RCP @ 0.19% PER LOST '.NCLX 272 TYPE C INLET RIM = 12.75 ' - ;'.0 12 INCN CONCRETE PIPE @` C :0% PER FCCT INDEX 232 PROP GRADE @ EX GRADE > 0q d to C:,C!"n C5 > 16 > 14 > > 12 10 `> / 8 ' 4 NO' 2 \� 0 W1 -AIL ON. ) )NS. 0 75 PROFLIE VIEW FOR DRAINAGE DITCH REVISION VERTICAL SCALE: 1" - 4' HORIZONTAL SCALE: 1" = 20' Ili 7h00 1 EXISTING GRADE PROPOSED GR i � 7 I CONSTRUCT 38 OF _ 24 INCH RCP 0 0.00r1 EASTERN E ON SHEET D OF THIS PIPE SHALL BE CONSTRICTED PER D RED WESTERN ND8TO BE CONSTRUCTED WITH A. MIT END SECT CONTRACTO TO NOTIFY ENGINEER IF CONDITION IN THE FIELI DEVIATE F M_THIS PLAN CONTRALTO C N STRUCT DRIVEWAY TO EXITING CONDITIII TO RE ON I - I 60+50 REVISIONS: M 2 DRAINAGE ALIGNMENTS REVISED. d Qi 4/17 SANITARY PROFILE ADDED QDRAINAGE REVISED IN FULL i Q 11/27/17 o Q 2/8/IB ne DRAINAGE REVISED IN FULL m gQ 3/23/18 Q OFFSITE DRIVEWAY CULVER PROFILE 24-HOUR CONTACT: D E R E K BROWN 4/19/18 REVISED 0 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT. LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. PROP GRADE " a v � @ EX GRADE Y 0 o ci , I CONNECT TO EXISTING COUNTY OWNED LIFT STATION 75 0 y/'7I IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON �THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know what's beloW. THEREFORE CERTIFICATION TO THE LOCATION OF ALL Call before you dig. UNDERGROUND UTILITIES ARE WITHHELD. BUILDING PROTOTYPE: ROC60-2020 REVISIONS' 4/19/I8 20 .ItoC5 °M ;1 o00 -;I 0 it - PROJECT NUMBER: 27080-001-01 18 - Z Z z PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROPOSED GRADE CONSTRUCT 28 LF 16 60 INCH PVC PIPE 0 0.99% ADDRESS: 6598 U.S. HIGHWAY I cas SERVICEPROJECT 14 CONSTRUCT 40 LF - EXISTING GRADE 6.0 INCH PVC PIPE @ 1.00% PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 - - CLIENT: VERDAD REAL ESTATE 10 - (3) 3" ELEC. - CONDUITS WITH CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. � PRIMARY PULL WIRES 8 2" TELEPHONE SU+UU \_CONSTRUCT 1 LF ou+ou 6.0 INCH PVC PIPE 0 1.00% PROFLIE VIEW FOR SANITARY (NON -GREASE) VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' 504) 577- 2019 CLIENT ADDRESS: SOUTHLAKE, TX 76092 ©ATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE ' LICENSE NO 81400 ,�� \N.I S7,4C�'�i,� FLORIDA CERTIFICATE OF AUTHORIZATION *\` �Z' ,%OENS .�I, p.�� 31971 tP = 122 CEDAR WOODS TRAIL =* ? *" CCe nc . CANTON, GA 30� 14 ;�1•, 4/23/18 ; 678-462-4072 Q '• STATE OF oiviloonoultingEngineecApc.com /,%NAI. ENGINEER OF RECORD PROFILES C5 0 a CL a 0 1 d 20 W Z 19 d 0 a 18 17 3' SHOULDER ROPOSED GRADE 15 KNEE WALL 14 - , 0 T= .89' Z t3 ELEV=14. 2 O OF SET=0.00' F— LEV=9.83 12 J EXISTING GRADE LIJ J W 11 10 __-- -----� 9 8 7 6 5 - O ofm 4 -30 -20 -10 0 10 20 30 40 SECTION F-F 2D 19 18 17 16 15 14 Z 13 O F- iz W W W 11 10 9 6 7 6 5 4 -30 -20 SECTION -10 G-G ELEV=15.00 LV 19 18 17 16 15 14 Z 13 O 12 W W W 11 10 9 8 7 6 5 4 W 2 K a 0 a PR POSED GRADE FFSET=0.00' FFSET=15.73' R 1EV=12.13 0 SET=-10.28' L ELEV=11.53 —1 28% —1.50% � \ EXISTNG GRADE EXISTING 18° RCP rn 50 60 70 -30 -20 -10 0 SECTION H-H W = � W Z J (1 � O- p_ C� 2 ,n w o o a PROPO ED GRADE OFFSET=112.45' R OFF T= 44 R OF SET=49.71' R ELEV 14.14 OFFSET=10 .42' R ELEV=14.00 ELEV 14.47 OFFS T=40.00' R LEV-13.48 FFSET=0.00' 9 ELEV=12.15 EXISTING GRA E EXISTING 18" RCP—\18" RCP CV [V I I I I I I I I I I I 0 10 20 30 40 50 60 70 80 90 100 110 10 20 30 REVISIONS: A THIS SHEET ADDED QGRADING AND DRAINAGE REVISED IN FULL AA11/27/17 22 SGRADING AND DRAINAGE REVISED IN FULL A3 2/8/18 0 3/23/18 24-HOUR CONTACT: DEREK BROWN 504) 577- 2019 BUILDING PROTOTYPE: ROC60-2020 AREVISIONS: 3/23/18 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W, STACKHOUSE , TVA LICENSE NO 81400 FLORIDA CERTIFICATE OF AUTHORIZATION `� 0 .•' V\CENSF •?pG 31971 122 CEDAR WOODS TRAIL inc, CANTON, GA 30114 � `•, 4/23/18 Q 678-462-4072 �Q�•, STATE OF lV\ CivilConiullingEnginrfeuinaoom ENGINEER OF RECORD CROSS SECTIONS C7 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC