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HomeMy WebLinkAboutAS-BUILT SURVEY2 3 4 5 6 7 18 1 9 1 10 111 1 12 1 13 114 115 116 MI RE END \ ° SECTION A 4 ____1 2X1 8 EROP a y a INVERT a41-, l ay Ay'1 REQD., 19LF 12" HOPE @ 0.50%- u y REQD., "BROOKS BOX" OUTFALL STRUCTURE CONTROL STRUCTURE (SEE DETAIL SHEET C10) " q - - ,s 4 MITERED END lWFIR i 1.10' ' }:.• SL"CTION� Se' INVERT`. COULD NOT RIM ELEV = 1ik4014.65' '.6, "ii ., +,;5,> 12x/$ ER{.P 'F,w BE OE(ER1vTINED INV:9,38 (SE)15" RCP INV (OUT): 10.40 REQD., J-BOX (SEE DETAIL SHEET C10) x = 11 "% `.Dry •./6 'tt�» '+>r„ (SW)12 HDPE INV (OUT): 14:40 10.20' RIM ELEV (MATCH PAVING) APPROX= 14N514.77' x f / g s,�z ns � f: t 0� B SUMP ELEV. 7.40 f 1 REQD., 4' WIDE CONC. FLUME (W)15" RCP INV (IN): LOr 010.27' "'0 % l W/ 2 SY RIP RAP & FABRIC (S)8" HDPE INV (IN): 12-9011.8T ^- REQD., 4' WIDE CONC. FLUME '° : , - ✓ X' NOV14 v REQD., REMOVE EXIST. SIDEWALK (E)15" RCP INV (OUT): 1 4010.27' X,, W/ 3 SY RIP RAP & FABRIC x & INSTALL FDOT TYPE 1 CURB INLET , : ]A 3tJ T.O.C.14 20' xt B Y' (INDEX NO. 425-020) THROAT ELEV = J0 12.73 14rOU 13 70 -- �' , a REQD., 3 WIDE CLOSED FLUME INLET --14.85� O.C: - - _ _ (FOOT INDEX NO. 425-061) REQD. 136LF 15" RCP @ 0.00% - -- - r OP OF BERM: 1A ' T -- - �- x+a Xr -- - - '14.78 c�� x;? (S)18 RCP INV (OUT):,16W , 95 ` `< , 1A 3� 14.35' - "„ °••w ° w w a w °•" _ ° ° " ° w a w ;, REQD., 135LF 15" RCP @ 0.00%w °'•w - ° " r, eaµ - __w_ ° " _•w °'" °"" a"",- ° : - --- S,. Lu IC (In01 F C r Y` <�4• ® is 13 14.90 T.O.C. 1 I \ DateInit -- ie x _ �tx Y t4. i d \ }t 14- t , �, 2 , �i C, �;•t E I , ej,.,(P}r€� i� v ,4t hE t x >t � .i!E'I Ii 91 �. f it 1 � h t'. REQD, 47LF 1811RCP @ 1.00o /o � M � t �.,: !., ' 1 E , tr: !•! ,, •t' ,, � ����^ I,tl ,€ : I f •{ t i I 7 i s- . t:.. �. € Edt .. , i. ,•: i j I t ,. R e. H.. �, •q �:E t a A , rC ,< � r� ✓ E 4 . 1 F k I 4 }} y ' 1 i J C E r b Fi t jj I i.. � y E x ' ,' F f c` :S " i' }Iiz E6 L,� ' i 11 i�•i', } C 'T 4 i.. ! � t n � � f" _,; , s II ; 11 s x i r /; }; �Y' ` t a t ,:x.ti ",?" 14- 13 ; rYF I I.)tt e t `7 v , ; , !r i� x r , xv V y0 .i y h D �I �4 REQD, REMOVE EXIST.SIDEWALK, INLET, &GRATE w CONVERT TO GUTTER INLET TYPE V ,ai,, (FOOT INDEX NO. 425-041)l„ w THROAT ELEV = 12.30, r \ , ' • ' f ~ (SE)24 EX. RCP INV j \ \ 5 J (N)18" RCP INV (IN): &42t-8;47'�,� f x X; ,k , ,l �{ ? \ VA V DZ 7.�7.2' 1 (W)24" EX. RCP INV (OUT): 792)\ v "" \\\\ \\ �\ \ N F REQD., REMOVE EXIST. SIDEWALK AND INLET TOP \fir` x ,.r \;. ' \\'' \ \, \ Iw { \' CONVERT TO FOOT TYPE 1 CURB INLET �\ ( INDEX NO. 425-020) THROAT ELEV = k-:iiL12.67'';.�' ' }4 (NE)12" HOPE INV (IN): 19 3110.14 , f k 0 1 „ "x \ (SE)18" EX. RCP INV (IN):.9e9Q 9.84' ,� l , .K� t•��'' v`X"hL ����' `'\\\ \ w j�sl`l i (NW)24 EX. RCP INV (OUT): -qAe'9.44' y REQD., 4LF 15 RCP @ 0.00% O\' x �./ q K .•( A �- 5, ` iC , REQD., 30 EAST JORDAN DOME GRATE INLET �?'`1 (SEE DETAIL SHEET C10) RIM ELEV = 12s8512.851 � ` \ SUMP ELEV.-4-497.30' \� ` `. ' : \N 1v \\ (NW)15" RCP INV (IN): 10.40 t, REQD., 4 WIDE CONIC FL MEt (E)15" RCP INV (OUT): IG4010.20' th ;, W/ 2 SY RIP RAP & FABRIC O\ 'N \ k, \ / U n b `\ \ O 70 \ \ \ Q Design Storm Discharge Peak P d Rate ( F°S) S e (ft) L CST - Pre 6.06 13.3 iII IhI. . 1!t' 11 14 ( b- � L BU L01NG SETBAt,K & ANDSC.APE CfUt`PER 1A"1'0 4 5T - � ` P E , r s fl b i t t •' I i d.. � II { '1 t• i I lit , }" t"!'`f i it 13 i i 1 i I E t i ¢{,#:: , � I�! h � j :x: � r s ! x Ii� r : , � • I 31 , i, � t1 ,:.I 1:ihi. , f „ , . ! . rl.I , r. t dd � .. pp ..• I i tiN F S:i I ,.i t ! f ii . _3 I f�1f S�... :. a :, ( i S; : I i ( , �(! . � � , ..... • .. �_ .. RE D. 30 EAST JO ROAN DO ME GRATE INL ET co t t� � E I rr.. _. f,..i• (rd, f SEE DETAIL SHEET CI O) ) RIM ELEV = 13r35 r u ,¢ E h { F I SUMP ELEV..7/tff 7.46' I "1 e r, . #• i!v rrd .€.vr tt t � 1 t. 4 W I .�d S�(( i !i. ..�' .2. n 10 ,., +rs ;i I°• W 15 RCP INV IN .40' , . I . 7.9:4'0 , ..J ., �. r. ( Utd .. ti:. .t ..,!€IIu,€ :�:u .,, A: fr :: •�.ir :;.. L.. �. s s ,t• u � , . i r ? a GRAPHIC SCALE {r r€ lh Y a� t\ -� ,.nr Ikt .: , r I t : � � is€ t ,11€: i.... i (I, ,:,::, li {k r. i,! ik �15 •:._ 20 0 20 Ei .I g i i ttI i I s i d i � I I t" II III i I 1 f E t l I , , d r IIII I r E 4 i' i ✓- # 3 � t f i{ , � .. - V : 1 ., t t :) ,{. �', ,' .. f , I t,t €, . R' , . x•a. r:. ,,, S'i. .. i,,},1 ld,I;tC .., $'T-22' < �. .....- --__-- _.:1 _... -,... ,. RE D. , O 2 DEEP SAND FILTER ME IN I MEDIA FEEI" �(( I I , I r r q { +I k r. BOTTOM r. ,.OFD r i � , DRY RETENTION �•' i i:t... i :.ON AREA _ EA {( 1 INCh 2 E E0 ft. I i .SE 9 Ii L i - �� } }I ,,..., T I I 00 , r , n 5 T+ I-'' d Ali LANDSCAPE E _ V • \� � Auk I B/S IR/C 1'1,i�-V.0 , •, C f' 1a 5 xr' ; REQD., 8"x8" WYE W/ C.O. INV 13 75 4 1 v � v S \�a\\ REQD., CONC RAMP SECTION @ 4 5%o MAX I � _ r U i 6 1 , LE x � LEND r-TTo 0 x , u 15 35 I t k Ln fn 11') K ` ;(Ch REQD, 6" NYLP o� BENCHMARK MODEL: 0601DI W/ 6"x8" TEE WYE �5.75' @� z Gd �\ v ,r ,ri ,,x (SEE DETAIL SHEET C10 I w ; ,: w ; " '' "" CRF A CAPPED ROD FOUND 1 ) a a. Z W FRO C)WD 2 w 2 0 'I" ''.i , CRS Q CAPPED ROD SET _ _ w �':;' �.O.W,- RIGHT-OF-WAY - �UILDING 1 ,� I E -. - X J -4 n 9 T�� - hr, I m Ln � � ~ I" � -� 9� 100 �"� - - PROPERTY LINE I F 1___�: I .--I '$15. 5' i - m r F.F.E.- 15.75, RI Q I PROPERTY LINE (ADJACENT) E A N,� --�I 5.6 nnI w� O p I TOP.OF BERM> EXIST. EASEMENT LINE -= REQD., CONNECT 6 HDPE TOE �' �o w G ROOF DRAIN DOWNSPOUT I I PP EXIST. OVERHEAD UTILITY AND UTILITY POLE (SEE DETAIL SHEET C9) I 'r,.. L "` GUY Ot,P - EXIST. GUY WIRE AND UTILITY POLE REQD., 8"x6" WYE (TYP.) `14.5 - - - - _ - zllll�;�` �. I; W W EXIST. WATER LINE - - -- _ !w __ (___ / , CA ' I, -- SS ss EXIST SANITARY SEWER LINE , , G 15 "'''r.. / TOP OF BERM$ TEL TEL EXIST. TELEPHONE LINE 13.7 , .< v t, _--- EXIST. FENCE LINE DRAIN FIELD , 14- d E 3i5 I {{ i . :j i;i ilt ,` �,k. :t j.:; It!.1,1,IElkt, ...5 !, , ,..s, �•; s `i# {t Brt:,+:,. t,. w. i 3 1 "'�•: L tSt N.iat>-.„�IJ:L ri_1.:,;G: 14. L,,,.,ml.. .. .,.:.:,Ill, ,i,: :..1_u.:lt,E{,i,iE r �j.'{a„L.:I ltt,l, _.,i. ,..x h!r1,,,r 1 n � 'Ir CRF a ?3 2k77 FD 5/8" IR/C LB8423 0.52' EAST , ,�, •<, , ii ii >h ,c ll - l• �• •Y�•'• REQD.8 x8 VVYE Q W/ C.O. Storm Event Rainfall Depth Control Elevation Parking Lot Pond Perminter Building- Finished Floor Elev Comments Required Elev. NAVD 88 Proposed Proposed HW Elev. Proposed Min. v. AVD 88 Elev. NAVD 88 Proposed Elev. NAVD 88 5 Year 5.0 inches 12.50 13.28 _ 25Year 10.0Inches - - 13.69 14.20 - - 1 nches 12.50 - - 14.82* 15.75 ar e AS -BUILT INFORMATION ADDED TO THIS DRAWING BY: THESE DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION OBTAINED BY THIS FIRM AND PROVIDED BY OTHERS UNDER MY DIRECT SUPERVISION. THE HORIZONTAL CONTROL (NAD 83/90 FL - - - - - - - - - - - - - - - - - - EXIST. PIPE - PROPOSED - SETBACK LINE -- - - -- PROPOSED 24" CONCRETE CURB & GUTTER w PROPOSED 6" CONCRETE CURB H a wp EXIST. CONC. POWER PO LE C� EXIST. LIGHT POLE O EXIST. WATER METER E-+ D4VVV EXIST. WATER VALVE iCANNEC C %o EXIST. FIRE HYDRANT - BY w St Lucie County p., ® V EXIST. ASPHALT PAVING Q �Q J O l EXIST. CONCRETE O1 Lu PROPOSED LIGHT DUTY ASPHALT C)tj �TCC K � PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTY FJ F- CONCRETE (BROOM FINISH) ?'` `�`'• PROPOSED HEAVY DUTY C) U °i' CONCRETE (BROOM FINISH) w C - _ EXIST. 1 FOOT CONTOUR L O P. EXIST. 5 FOOT CONTOUR E i EXIST. GRADE SPOT ELEVATION 16 PROPOSED 1 FOOT CONTOUR w s -� PROPOSED 5 FOOT CONTOUR 13.50 T.O.C. FINISHED GRADE ELEVATION (TOP OF CURB) M 13.00 FINISHED GRADE ELEVATION PROJECT NO: JADE 1611 H F z z o z <~ � o x �>1 EAST 901) AND VERTICAL DATUM (NAVD '88) FOR THESE DRAWINGS HAS BEEN ESTABLISHED FROM DRAINAGE DIRECTION DRAWN BY. PWM INFORMATION SHOWN ON THE DESIGN ENGINEERS PLANS. THIS SURVEY COMPLIES WITH THE STANDARDS OF,PRAC"iICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOR'S AND ,gSBU/LT LEGEN® / / ASBU/LT NOTES AND REPORTS: CHK'D BY: p� MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRAl1VE CODE. FIELD VERIFICATION IS REQUIRED ME PROPOSED RIP RAP W/ FILTER BLANKET PRIOR TO DESIGN AND OP.' CONSTRUCT10N PERTAINING TO THESE IMPROVEMENTS. THE LAST DATE WV WATER VALVE GV GATE VALVE SHEET NO: OF FIELD WORK PERFORMED WAS 11-01-2019. ALL DATA IS IN FEET. THE AS -BUILT DATA TON TOP OF NUT No. NUMBER 1) THE LAST DATE OF FIELD WORK WAS 11-01-2019 CONSISTS OF ALL INFORMATION SHOWN IN THIS NIF TYPE WHICH C INCLUDES THE FOLLOWING: WM WATER TYP TYPICAL ` \ 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR ONLY THOSE UTILITY ASBUILTS LOCATED AS OF THE LAST DATE OF FIELD WORK. LAST D FH v RA FIRE HYDRANT EL ELEVATION PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. - L SEWER VALVE CLEAN OUT PIV BFP POST INDICATOR VALVE BACKFLOWPREVENTER ENGINEERV SURVEYORS 3) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL C5 8AN EL SANITATION ELEVATION tie' 00.00' ASBUIL70ATA PORT SAINT LUCIE OFFICE OF A f LORIDA LICENSED SURVEYOR AND MAPPER. N FM FORCE MAIN 10250 VILLAGE PARKWAY -SUITE 201 4) THE VERTICAL DATUM AND ELEVATIONS SHOWN HEREON ARE BASED ON THESE APPROVED ROBERT N. J NSON SIGNATURE DATE ASBUILTELEVATIONS PORT SAINT LUCIE, FL34987 CONSTRUCTION PLANS, AS PREPARED BY ADAMS STEWART ARCHITECTS, LLC AND ARE IN AGREEMENT . "772A62-2455 WITH THE ELEVATIONS USED DURING CONSTRUCTION. GRADING PLAN PROFESSIONAL SURVEYOR AND MAPPER01 � www.edc-inc.com FLORIDA REGISTRATION NUMBER 6540 rev. 11-13-19 ENGINEER COMMENTS 5 6 1 7 1 8 9 10 11 1 12 1 13 1� 1 15 1 16 1 12 1 3 14 1 1 5 16 7 8 19 110 111 112 13 14 15 6 xra id . r �> xo MITEF"IED END 1 xyg r ° SECi`YON w k A-_l},---__12x1bERCP- .p � INV------ .9.3�'-,`E--,y- -•. o r*,_ ri b T 'ay Ige ark r� 'r-,., �, ,,rr •��,,6 =.s r� t Sao �r r xi,¢Mi- M M y 1Er.-- --TKO A -O. �\ GO• REQD., 19LF 12 HDPE @ 0 50% _ = . - - - - - - ar z � <. G s,r '�Ss ocno, Cn jQ � �� CONTROL. SIRUCIURE ,r cC [� l7- a•=tv U, r REQD., "BROOKS BOX" OUTFACE STRUCTURE n / 0,5`7ta,.--:S, MITERED END �...d RIM17 67'. r .. � C.� r (SEE DETAIL SHEET C10) x ' fi > 3s SECTION .. WUR 11.10' ep xtr >�,L,* . , - - - rk r,g� 12x18 FRCP `sa RF DE.TF.r"INFD NOT .s= N y~ RIM ELEV = 14-3014.65' _ � "�� "rx,o: NV:9.38'� CA „ x c3 <;r, xr (SE)15 RCP INV (OUT): 10.40 '�,r xc� REQD, J-BOX (SEE DETAIL SHEET C10)'. 'bA X (SW)12" HDPE INV (OUT): RIM ELEV MATCH PAVING APPROX= 14-7514.77' ' `,te B ri xr'r X , X SUMP ELEV. 7.40 ,.., x Sa xr, r.ae1 ss �'-' © N x,, "r., REQD., 4' WIDE CONC. FLUME '°sv a9 (W)15 RCP INV (IN): 10 4010.27' Q P cV 44 w0 w r W/ 2 SY RIP RAP & FABRIC (S)8" HDPE INV (IN): 12 8011.8T REQD., 4' WIDE CONC. FLUME °s REQD., REMOVE EXIST. SIDEWALK xr ^r3 x'G'> (E)15" RCP INV (OUT): 10-4010.27' `� x xf `9'' & INSTALL FDOT TYPE 1 CURB INLET ' s 14s30T.O.C. 14.20' a 4 "< d x �¢ x.I W/ 3 SY RIP RAP &FABRIC :.n-J, a: " N, (INDEX N0. 425 020)e _ f.,..•„gQ qp• - - REQD., 3 WIDE CLOSED FLUME INLET ^T REQD., 136LF 15" RCP @ 0.00% TOP OF BERM: xy�- THROAT ELEV = 1�s0 12,73' . r x<;7 sta 14_85 O.C. (FDOT INDEX N0. 425-061) _.. - (S)18" RCP INV (OUT):.8,W 8.95 xr� 14-IM 14.35' l,�a xr,,r xf� / a"w xa..w ..w e�i e"w agyv " " p xrf" -,:ay �� e„w e'w a•w e'w aw: REQD., 135LF 15 RCP @ 0.00/ow ^w - e•w asw a.,„ a s _ aw a,v ,..w -w a:;n, xt- _ _ _ i < n ® 13 ",a. t 13 4.90 T.O.C. ,,� --13 t� sc14r, 1 s CRF C 14 - - U [3tll([7lCdUSET ,hC'K&LANOD3 P. FBLIfFFR ]Ae40 4.57' - - - - - - --- r� r ` 14.30 '-r u' ' 44" v� 1 ICon Q7I 4a„ .45. 15.z5. T,Oc. I (Y I N >~ O I - - - 95J30 1-H51 .OiC. x E--1 „" , - T _ ro _:..._, _ .u. - -.__ _ REQD., 30 EAST JORDAN DOME GRATE INLET o ,� � ! ( ,� _. � F-- w 1d.75 .�'iii H P. =i!� REQD., 47LF 18 RCP @ 1,00% rp0 ?p 1 :05` }qr TiO.0 14.60,' �,: I I 1d.70`tr 95 - - - SEE DETAIL SHEET CIO +" U x �, JA 35 14:90 I rc T.O.C..15.43' . z - np 15.33 .r T. s o $ -- . - � " �• ='' � RIM ELEV = 1�-3513.40' " \ �' i / ;�d.93' - RE D. 33 LF 8u P ° -- 1 C5t3rO:,.ra.5a Q HD E@u.5aro , _.. �,' _ , � 11d.a3 I --, �Q� SUMP ELEV.7-40"7.40' � c „ 4\< G i \ T,O:C: 14.46 - .. _ _.... _ W 15 RCP INV I 10.40 0 3L. L 2, \ p - 014.0a a ' 0.-- - a T w - I ( ) (N): 19-40 s �3 13.96' .`r.._.*a`Fm� �\ ., Q r-1' ,•.1'3l� ,, _ -,-,k3�ht? I.O.C. 15.a3 �r:�S T.O,C,' T.O.C.- \ I ,, ... _- _- - ems, ., 14.5a; „ r , 10 ;;. . .. k „�?C GRAPHIC SCALE w, � 14 ':I , 0� ':I 15. 0' '.� _... •x -...,. : i.5. .; ✓ I `I 20 0 20 � . , �,, , / ,. \ „ . • . / T - - - 13- __._- -_.- as I ,� - - a _ =�� ... ,,,: TOP OFBERM. 14.75 „ S \ EX, CURB INLET , -104 \ �� rl�V'd (, „ � . rota 5 �1 -- REQD., 2 DEEP SAND I Q FILTER MEDIA (N FEET ) ':: BOTTOM OF DRY RETENTION ARE - p'0 31U •" ra, > A 1 inch - 20 ft. < i ,. l l., Y x 1 � I . \ 7 0 T.O.C. T O:C, .f _ J_� :. L .:.L..,_.t-_J .. lmu J- -I ;. ,I ! _ 1.':.. a L _ _I ',I, ° } d V., l' Q ___ _ \ IM]sd�2014.29 REMOVE Q _,, _ LEI., _ = 4 • > LEGEND REQD., R M E EXIST.SIDEWALK, INLET, & GRATE r -- - -- a 14. 7 A sty T.O:C. 85:64 0 O.C.: VAN CONVERT TO GUTTER INLET TYPE V ' ° 1� -' � , .i,. .. o _;� :_ = . . = -- -. _. r ...._I •1 r.-3- � , z'_rF ':,_: I ......P,-, -6� .-.:. ,r_ -pro , �� -,, ; l! 1 -- FDOT INDEX NO. 425-041 \ x . Y .x : r "„ ¢ 14.0 „1 fy 0f 15.14 i `, Y REQD, 6" NYLOPLAST DROP IN GRATE ' -''' . u' ( ) \ ', \\. ' F I _, _;. Ni Q �. 'tu I o o BENCHMARK l .:, 5.75' @J CJ THROAT ELEV = 12.30' < T L\. \' 5 J `'.. MODEL. 0601DI W 6 x8 TEE WYE > d SE 4" o \ ' . ' q2.7 I h 1. L F A CAPPED ( )2 EX. RCP INV (IN)..7<J2 � "' '" I �. , \ _ _- - .... L1 , q � 1 (SEE DETAIL SHEET C10) / ,,, � I w � s u1 I � I ' ,,; ` CR ROD FOUND \ \_: - _ , I (N)18" RCP INV (IN): &42 `47 ❑ _ . , i _ ;n a Q 2 \ ' PROPOSED T w r \ I I CRS Q CAPPED ROD SET (W)24" EX. RCP INV (OUT): 72' r\< ' \ \\ \ \ �\ - - ;, _. Z ,.. e94.65`J.a-3Q.T O.C. .,r,;, .: _ �P 0_ l -` _.:�._.. r.-1 ram- r.,-: :.,.� c-_I 1 00 , , .'. ` _R.O.VL_ \ \ \ w _ Y5.1 "1S_-fiCT- 15.20.. r ..' s\ - 7 3 �UTLDING 1 w ,-, RIGHT-OF-WAY REQD., REMOVE EXIST. SIDEWALK AND INLET TOP ' S C \\ \ W , a- x w w I ` RIGHT O A F VV Y r ' F CONVERT TO FDOT TYPE 1 CURB INLET \ \ ' \� \'\ ' \ ❑ _q3x. ; r , x , . I >':-.m Ln ; ,- - PROPERTY LINE (INDEX NO. 425-020) , s \ \ a r 15.�5' s I j ��✓, ti } > <" - - ` \ s 1 \ I " d „►..._ , z PROPERTY LINE (ADJACENT) THROAT ELEV =.I- : 12.6T ( T) it `• r� a o T:OC. 1 5.pp�t r,.. -: w O ❑ I -- TOP O ARM: (NE)12" HDPE INV (IN): j9 3i10"14' "a \ \ O \ _ _= I ✓ 1 fl �IP:i - - - _ - _- r' ,, I _�`',e' EXIST. EASEMENT LINE a, SE 18" E V 9.84' \ \\ \ .. W s 4-d0 `125 H.P: _ _ 1 . REQD., CONNECT 6" HDPE TO rx Luz 1 5 o ( ) X. RCP IN (IN)..9.9Q m Y \, r \ ¢ _,.. \� ROOF DRAIN DOWNSPOUT 1 EXIST, OVERHEAD UTILITY AND UTILITY POLE 3 (NW)24" EX, RCP INV (OUT):9si9'9.44' .. :.\ -.� 1 I 15.50LLT O.C_ T m o / C1 G, x '• a w, 4' .w:- % 's M ..'... ..1 - .x (SEE DETAIL SHEET C9) j�?r I "� REQD., 4LF 15 RCP @ 0.00% � Cs5/ }. C '`!. >> .., , . \ n \ -.. _.-., ,, . r l.z _ _._,_ - .-,__ ___, y,1a .. Ll x�,?� IJ t2.ticx ,.,::,: SR �'� ,. _,._ . ' . ,,�v f ) �-GUY --��PP EXIST. GUY WIRE AND UTILITY POLE JNYe I _ RE 8"x6" WY --_, �4'" U v F REQD., E (TYP.) '� �.,w Nj EXIST. WATER LINE U p r Q REQD. 30 EAST JORDAN DOME GRATE INLET \ �+ v \ ,, �� \ - 14 e ._ �4 v G , > EXIST. SANITARY SEWER LINE (SEE DETAIL SHEET C10) \ =� .; \ \\ \ ,=:. '30 T:O.0 14, r5 -F __ L RIM ELEV = 1,1 1Z85\ t9 \ y\\A \ f)I - �., -- �Q I TOP OF BERM: d d � o o \ \ / 14 14 1A J O C 14 it „ , x 15 x,,, TEL TEL EXIST. TELEPHONE LINE ,6 ,06 q3 __ 14-10"� i _ c 4 -14.70 6 , t0' ,'- 1 1. r . ,�- .I ..': a T,,- I - EXIST. FENCE LINE SUMP ELEV. Z4Q7.3o'Ov Z \ \ T' J 13.75 REQD. 4 WIDE CONC. FLUME \ \'., \\ 1 --- - .. - (NW)15 RCP INV (IN): 10.40 \ \ 14-'MT,O.C, €. f- _rt_ __--------- Exisr P W 2 SY RIP RAP &FABRIC r ? , • - -- -- 2 'tA fi0 .O,C `��_ - DRAIN FIELD I `, ---- LL / - (E)15 RCP INV (OUT). J9401o.2o Tha�:2o I '' --I'/ y' ---- PIPE -� I • \ h- ,` j 10 BUILDING SETS CK 13 9 0_: T.O.C.I � u..._.. a \ - - - _ Q\• ? k \ ti° II 8 LANDSCAPE BU 113.88 \ 43 3,7 PROPOSED SETBACK LINE O.C, 14.10 ,c a' 14.5- - I : 1I 3 s -13 - -�� - ----- --',n \N` 60', A e (_ _ . I PROPOSED 24 CONCRETE CURB &GUTTER _ F G "„ `j •C1 ° �' � ', ' , ° I } I � �` C� L�fl 13 27 „ ��� � � ( FD 5/8IR/C � - �- ----- - � PROPOSED 6" CONCRETE CURB �;' �' , � ;' . y23 U5H - MA G�. �' ING ��'� �, 17 95' '� 0 524EAST ®°"° EXIST. CONC. POWER POLE �/ Gy <'SET 5/$ IR1C 44. 6' >TsO.C.. (a ✓.f xy �._ a „ „ " \ } « c >( x LB8098 v C \ REQD., 8 x8 VVYE W/ C.O. EXIST. LIGHT POLE `p' VA �' ,7• , x' ✓.�,,. (';;� O ,� '�'' `�'� '�, � OW EXIST. WATER METER _ E� w�< ' REQD, 8"x8" WYE W/ C.O. INV. 13.75 �C� v �; 'x' �,:' '"Ix D4�"^V EXIST. WATER VALVE 1 EXIST, FIRE HYDRANT Y \ REQD. 3' WIDE CONCRETE VALLEY GUTTER SECTION AA \ \ \. \ s REQD. CONC. RAMP SECTION @ 4.5% MAX } k , ( ) EXIST. ASPHALT PAVING �� ��A(.'s FDOT INDEX NO. 520-001 VA''•�k < (SEE DETAIL SHEET C8) � dL._-. ...... ., _-___.. _ ., ` 1", Y'1 ,7} " is (--� P•�� \\ a_.__ °. n v U EXIST. CONCRETE O\� REQD., 129 LF 8" HDPE @ 0.50% rC PROPOSED LIGHT DUTY ASPHALT K \ \\ \ PROPOSED HEAVY DUTY ASPHALT „ Discharge e,I i PROPOSED LIGHT DUTY � Design Storm !� � CONCRETE (BROOM FINISH) � PROPOSED HEAVY DUTY 4_j CONCRETE (BROOM FINISH) A' i - Pr, I -1�I° Prim13.E .•IrM. '.. � ' Post 1.' l re X,06 FDO I 0-yr, ? Pot 22 ��� 13.E 1' 10 1 e .0� 1 1 A 74 - _ EXIST. 1 FOOT CONTOUR 75 -- EXIST. 5 FOOT CONTOUR C xla•�o EXIST. GRADE SPOT ELEVATION 16 PROPOSED 1 FOOT CONTOUR is PROPOSED 5 FOOT CONTOUR M YAI N 13.50 T.O.C. FINISHED GRADE ELEVATION (TOP OF CURB) 2.08 M AS -BUILT IN ADDED TO THIS DRAWING BY: 13.00 FINISHED GRADE ELEVATION PROJECT NO: JADE 1611 THESE DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION OBTAINED BY THIS FIRM AND Pre } PROVIDED BY OTHERS UNDER MY DIRECT SUPERVISION. THE HORIZONTAL CONTROL (NAD 83/90 FL DRAINAGE DIRECTION DRAWN BY: PWM «'�-' ,,, K-tir - +�' AND VERTICAL DATUM (NAVD '88) FOR THESE DRAWINGS HAS BEEN ESTABLISHED FROM EAST 901) A _ INFORMATION SHOWN ON THE DESIGN ENGINEERS PLANS. THIS SURVEY COMPLIES WITH THE S+ LEGEND - ,. pCiS � STANDARDS OI`i,.P 'AZTIG5„•SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOR'S AND Iq`SBiJ�LT LE47EN© r/ , CHK'DBY: PCJ .. _ ER. QH ,IE$g��' - 4, FLORIDA ADMINISTRATIVE CODE. FIELD VERIFICATION IS REQUIRED H�''BU/LT NGITES AND REI�ORTS. PROPOSED RIP RAP W/ FILTER BLANKET' - PRIOR -TO DESIGN -AN NSTRUCTION PERTAINING TO THESE IMPROVEMENTS. THE LAST DATE WV WATER VALVE GV GATE VALVE - SHEET NO: Pre .06 OF FIELD W09%�1 EO NS 01-2019. ALL DATA IS IN FEET. THE AS -BUILT DATA TON TOP OF NUT No. NUMBER 1) THE LAST DATE OF FIELD WORK WAS 11-01-2019 t 1 �,. 1 ' CONsigTS Or1.ALL INF '17AF* 410WNIN7H1STWE0FTFXT WHICH INCLUDES THE FOLLOWING: WM WATER MAIN TYR TYPICAL 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR q°�" 1 -yr, 24-1 + 3.42•• •ONLY rrcce `U F B -N 06TED AS OF THE LAST DATE OF FIELD WORK. FH FIRE HYDRANT EL ELEVATION PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. {i ����qq SV SEWER VALVE PIV POST INDICATOR VALVE N post 0, 0 `" '1 c/o CLEAN OUT BFP BACKFLOWPR VENTER ENGINEERS SURVEYORS 3) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL SAN SANITATION OF A FLORIDA LICENSED SURVEYOR AND MAPPER. • /t EL ELEVATION BB: B' 00.00' ASBUILT DATA PORT SAINT LUCIE OFFICE N 1"" "--- {I J3 FM FORCE MAIN 10250VILLAGEPARKWAY-SUITE201 4) THE VERTICAL DATUM AND ELEVATIONS SHOWN HEREON ARE BASED ON THESE APPROVED �'' PORT SAINT LUCIE, FL34987 CONSTRUCTION PLANS, AS PREPARED BY ADAMS STEWART ARCHITECTS, LLC AND ARE IN AGREEMENT OT ,�,,.,,.,,,,,..�...,,,, ,-.,,,.,.,- oASBUILT ELEVATI NS A �IIT.T!'+. PLAN AT 1 1� '11 }• ROBE PROFESSIONAL SURVEYOR SIGNATURE DATE n772-462-2455 WITH THE ELEVATIONS USED DURING CONSTRUCTION. GRADING INN Y3,A ost 0,60 ,6 (R P PROFESSIONAL SURVEYOR AND MAPPER *✓ai,1 §„)4,P FLORIDA REGISTRATION NUMBER6540 ''[1 WWWedo-inc.com rev. 11-13-19 ENGINEER COMMENTS 1 7 J_ 5 6 7 8 a 1 G 12 1..- Storm Event Rainfall Depth Control Elevation Parking Lot Pond Perminter Building- Finished Floor Elev Comments ar e Required Elev. NAVD 88 13.28 Proposed Proposed HW Elev. Proposed Min. v. AVD 88 Elev. NAVD 88 Proposed Elev. NAVD 88 5 Year 5.0 inches 12.50 - - 25 Year 10.01nches - 13.69 14.20 1 , nches 12.50 - - 14.82* 15.75 „ 3 14 I 17 I 1,c, 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 ^APgfl3r:TP.,T:.Vt%IIVYAlRM11SD2RiRY'.M'^,Y.4'.'kH^. as MITERED END M _ SECTION \ > _ 1 ?x18 ERCP Ir cc <,Q iX.7g! INVERT:9.341 y,`qt 'fie- U �' 'SX ,+ s•,pl { rxX? A'�� "'!?, `'I .'`*'S ''(, '4a Ic'•`�'� `w; }(l ~ Q REQD, 19LF 12vss ryA E acd IMe`@ /CoNTRaL sraucruRl dM =9,5 Cp RIM 12.Fi2' ✓ �.01 C71 "N�' '- .p -mot MITERED ENt) �- r?J •fl;, -REQD., "BROOKS BOX" OUTFACE STRUCTURE � �>` -�- ] (SEE DETAIL SHEET CIO) z, " r,5, s 12x18 EicP t. mvERr: caul E> NOT r, N v v RIM ELEV = 14-3014.65' a, zag 4 $ t y BE oFTERHTwrD x X= READ. 3-BOX (SEE DETAIL SHEET C10) 4 afi p h INV:9.. o n N N \ - },� a 1 (SE)15 RCP INV (OUT): 10.40 �. r P y� do .�, 9 'L7 iP 'l x #`7.,9?Xk'd,.....� -r.,. I-�-14i i-V Gi RIM ELEV (MATCH PAVING) APPROX= 14-9514.77' K:, x, g, #� l xXar 5 xpM (SW)12" HDPE INV (OUT): IQ-40 10.20' � � d� SUMP ELEV. 7.40 a "` ,,,, Xx- REQD. 4' WIDE CONIC, FLUME xA?" (W)15" RCP INV (IN): 10-4010.27 v ��a B Q cV P4 O 4S en. �` ` (S)8" HDPE INV (IN): 12-9011.87' RE D., 4' WIDE CONC. FLUME �> pr. �xlrLU xz;,,� �5 W/ 2 SY RIP RAP & FABRIC x x E 15" RCP INV (OUT): J9c'}010.27' Q `� x x'��s' � U o s �R, ,_ O ( W/ 3 SY RIP RAP & FABRIC REQD., REMOVE EXIST. SIDEWALK �'> r & INSTALL FDOT TYPE 1 CURB INLET 14-50 T,O.C.14.20' "la --- (INDEX NO. 425 020) _._.:_ _ -... _.._ ..__._ TOP OF BERM: 14-75 xr REQD., 3 WIDE CLOSED FLUME INLET REQD., 136LF 15 RCP @ 0.00 /opcoo xr . 14ieg 13:70' 7c xX;r 74:7 e 3o a - -_ 14 85 T.-O C: --. ..- - ._ FDOT INDEX NO. 425-061 r THROAT ELEV = 12�, 12,73' x, a x ( ) _. �4 (S)18" RCP INV (OUT);8,8I' 8.85 ? a •..w vl" n J3'14.35' "-s v„ c.,> S a,,,. v a,:w Xis, °""' X X {?g Y ✓ �- a. w w a..w e..w _ _a.. REQD., 135LF 15" RCP @ 0.00%w e•w a..w ,_ Ta,w - -w ew, - ..w -a., p"w - - 1'° ,_,_.. _.era- •'a- - `� � '� 13 . ., F.13 - xl x 14.90 T.O.C.I`- 13 � : - •, Vu'BUILDINGSE7(3/yM,ILN.q?!8 1 9 rY� u U I P� 4.45 15.z5" T.C?.C, „lt°.�l14.o�i A, � .na 1 `„t,.. J.�rHaT.O,C. _ REQD., 30 EAST JORDAN DOME GRATE INLET ° Ti-_ vSEE DETAIL SHEET C10 REQD, 47LF 18 RCP @ 1.00 /° QOO:05' _- v '5 T�O.C. 14.Fip" rin ' . I -' a „ w �,;._ _:.m � RIM ELEV = J%3513.40 I - o ry r o T. CQ5S5 q2• i z 1kc0514.10' 15.33 J ,t SUMP ELEV. 7!k0 7.40 - S 14 E�5,gq4.93 REQD: 33 LF 8 HDl?E 0.50%' p U { :..r @ 14.83' „ \s®/ _.__.. __._ - 10.40' E C I „< �\ I : _,._. ___ _ _,_ _._. � W 15 RCP INV IN . ]r0:4'0 : 1>?�i7.T iO C 1 _ r°9.; .,_!?T`,f7��ri."i -ram^`T.,�:.r ,. "., =-L*" `F,.^", `. `:3 T14.�+CF9�#5_.. ''t v�wh..��_.� ::--Pi I I ( ) _ 13,s6 15.ro11 sT----- 15:ss a�-1 5 r,o,c. ��aT.o.C. u,k N ,� '' GRAPHIC SCALE L/ _r 20 0 20 �ac2� 110 EX. CURB INLET o 1 Q4 15.22' • Z._ _.. __,.. IN FEET ( � a ?1-- 4 ._ REQD., 2 DEEP SAND FILTER MEDIA ( ) � - a _ RLM;14.07 _ _ \ 3 © .--. { - . BOTTOM OF DRY RETENTION AREA 1 Inch - 20 ft , I ,. 1,'"«^�0 I ` say "ux v v , , 1;;' �A I ,�rl _.. :� d -_ .r I � I- :.I .. .I__.1:t:_1 _:.1'' '.. �.:..•...-.1 ........_. ::w..-1?."__'` � u l 1 'il I.O.0h. I E X, _ N 14.29 In := : LEGEND RE D, REMOVE EXIST.SIDEWALK INLET &GRATE _ a __.... o o Q r 15.54 1 1.O.C, rt , r • , -... _,,._ :I•�d<5't7 T',O,C. _�.__�_�: ,. ,.1 ..-... _- �------1��-'1�5-,� i ,t_, -- :. "r:.. .rw 5� .� ... � ; o CONVERT TO GUTTER INLET TYPE V ?Lrl eo w 07? 1J.94" in. t, S P I GRATE v, o -'. BENCHMARK ` REQD. 6 NYLOPLA T DRO N DOT INDEX NO, 425 041 C w T x ""~:ti- LLI ! a,..,„tll$ 9i1i� :>;: ,:.yj rrl l,1 - r o t .L.. MODEL: 0601DI W/ 6"x8" TEE WYE 75'- CAPPED THROAT ELEV = 12.30 ,� ,' >�c� : �;,, `\, _ � ";' �_ , � \\`p \ - �5 - � j �, ,;s _,r s;.� � _:.. � 1�) 41 � , :, ,- ,.. I � ,, w _ _ � CRF 0 PE ROD FOUND ^ �. t, INV IN:.7tJ2'`�.$.y,.' ,<! ,:, n, A 1_, tL , E L H (SE)24 EX. RCP N ( ) � ;I . .`.. ,) � � (SE DETAIL SHEET C10) % "<':� �} ' a o' � a . � ��, ' V / :. „ \ A o h „ . , ],, II - CRS CAPPED ROD SET (N)18 RCP INV (IN). SA'2'�`'97 x„ x'` \ \ \ z j - ] II _ ti I w o I I t W 24" EX, RCP INV (OUT):: 7�2' i. 2' "' , F \� \ 1 \\ Q 14.65la 1G T.O.Ce I cy " �.o.Y[_ - ( ) / ( ) 3 PROPOSEDr.`' - j 7 _, U_ r - y RIGHT-OF-WAY WAY \ \ a \ d 15.15" O.C. fig' 15.20 ` e J ,c\ - �'� r DUILDI 1 u I,''' E D. REMOVE EXIST. SIDEWALK AND INLET TOP �<; C\ \ \ w - �t 1..:.. av --- F \� \�\ \ '\ \ O } 9x:.. _ _.. t;,r r :.. - - PROPERTY LINE CONVERT TO FDOT TYPE 1 CURB INLET \ „ \ } 9,100 S _gW II r - \'\ \\ \ N .. L# 15,75 > < - PROPERTY LINE (ADJACENT) (INDEX NO. 425 020) T. o I I o THROAT ELEV =,� 12.8ydr; - __ _ r• ^�r:,,. .... :- w CY Li I P R 't -" EXIST. EASEMENT LINE a+ a+ ,� ' o \\ \ O i 1 rr,7"161•:`7-"%ITO_C. �,-}, / � � ,. ,i5,�j�' LI III} ::a„ � w z � � (NE)12" HDPE INV (IN): 19�'l10.14 \�`s ; , 5� \ „ \ \ \\ \ w r=, 14.4 14^2°S H.P. L I D. 'ONNECT 6 HDPE TO I � w SE 18 EX. RCP INV IN ,.9r9Q 9.84 � ,.. C\� \, 2 4ic _ I° ._ ____ - - - ! r Q ' < --��, EXIST. OVERHEAD UTILITY AND UTILITY POLE cn -- FL \ \ \ I ROO DRAIN DOWNSPOUT I II P i, )' .. 3 A SJV T,O,C. J. 3. NW 24 EX. RCP INV OUT : 9A8'9.44 \ r\, `..I --- == , 15.55 } ( ) ( ) \ ) , \ r \ -:. r (SEE ETAIL SHEET'IF,C9) : GUY EXIST. GUY WIRE AND UTILITY POLE n \. t.:;l .. '.:.,:. LI nn I < \`. / RE D. 4LF 15 RCP @ 0.00% \ \ ___.-__ ✓ �I hl I✓ r' A EXIST. WATER LINE v F \ u M- REQD. 3 x6 WYE (TYP.) \: \� \ - - e / ' > Ss SS EXIST. SANITARY SEWER LINE G G RE D. 30" EAST JORDAN DOME GRATE INLET , X >'\^ , \� \ \ f \ a1 74-f�f2" v • . _ cn I y orn L _- 14i G'7?� / I" TEL TEL EXIST. TELEPHONE LINE r m N N o °� SEE DETAIL SHEET C10 k' p \ _1Jt7 1:O.C. 19-_ -- 1s n=, T,. f . \ 14 14 1A 8Q`T.O�C. 1 ' ... i, xl v4 I { y e c e r I ELEV = lc�.8512.85 141 _ _._...-_, k _ __. 14..... _ ._..,.__. EXIST. FENCE RIM , 3.95 0 1',: ': v d 7.-' i 1 . ": a i, I ., I, '.I I' NCE LINE \\ \ 13.75, SUMP ELEV.,7!i0 7.30 l 147Q--- y - - - - - - - - - - - REQD. 4WIDE CONC. FLUME \\ ;k?C T.O.C. d „!. IN D ) y,r EXIST. PIPE (NW)15"RCPINV(IN):10.40 \\ \� - _ - __- ` __. 2 ` .U.C': � ------------ \ W/ 2 SY RIP RAP & FABRIC DRA FIELD \ 1A,2014.20 1 i�fJ' T.O.C, x• - (E)15 RCP INV (OUT). J0-�k01o.20 t11 ,, „ , . ;. -� fie.- I? _ .. > _ , ' �BUILUiNta SET CK 13,9 r " � . 4 PROPOSED SETBACK LINE Y � � v &LANDSCAPE BU F 1 14 qO p C .._._s_ , y._ _ �,1R0 i T3. f1 1`I y-_ I ; .[ r ` I 13,2a 3 ' l I \ I - _ PROPOSED 24 CONCRETE CURB &GUTTER ,. 13:J 1'+::.®', till i �� i ' P._ I, 6 I H >�><� x . �_ _ - //� :'a r r - - - �- y -- FD 5/8" IR/C PROPOSED 6' CONCRETE CURB \``,✓ .�: A. ^'3i27>C`>"i,'Y; 12r75�. ,✓�;i LB8423 �'" ®"Pa EXIST. CONC. POWER POLE :, MATCH>EXISTING >< 0.52 EAST E" I 5/8 IR/C 14, 6']q $(J T O,G �, y} - REQD., 8"X8" WYE W/ C.O. EXIST. LIGHT POLE 0 EXIST. WATER METER E+ VA> REQD, 8"x8" WYE W/ C.O. INV. D4W'v EXIST WATER VALVE � �-�/ \.° �. EXIST. FIRE HYDRANT \ -_ -< • ..:_ : , ... , A' , f , 9 ( - -_ , �v , Yip P SE:( a ° Y'. REQD., T WIDE CONCRETE VALLEY GUTTER (SECTION AA) ' REQD., CONC. RAM SECTION C1 4 5 /o MAX v �• , FOOT INDEX N0. 520-001 EXIST. ASPHALT PAVING J �` "'`z� `N�` a ?''�. ,,�� VA�'. �:2�J+,'����"��•>. < .}a ,?��`� ��:., C1111, . (SE ET C8) E DETAIL SHE° 2r EXIST. CONCRETE � `V \ Ii REQD. 129 LF 8" HDPE @ 0.50°/D 1, 0 ri PROPOSED LIGHT DUTY ASPHALT F--1 \\ PROPOSED HEAVY DUTY ASPHALT Discharge, I I DesignStorin •IN 13.33 i I 0.90 M PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY + CONCRETE (BROOM FINISH) 0 L Storm Event Rainfall Depth Control Elevation Parking Lot Pond Perminter Building- Finished Floor Elev Comments Required E kev, NAVD 88 Proposed Proposed HW Elev. Proposed Min. ev. AVD 88 - Elev. NAVD 88 Proposed Elev. NAVD 88 5Year 5.0inches 12.50 13.28 - - 25 Year 10.0Inches - - 13.69 14.20 - - 1 nches 12.50 1 - - 14,82* 15.75 ar e _ 14 - _ EXIST. 1 FOOT CONTOUR Cy w EXIST. 5 FOOT CONTOUR 4. EXIST. GRADE SPOT ELEVATION 16 PROPOSED .,_ 1 FOOT CONTOUR ✓ is ---__ PROPOSED 5 FOOT CONTOUR } 13 50 T 0 (I FINISHED GRADE ELEVATI ON (I Or OF CURB) \/ 13,00 FINISHED GRADE ELEVATION PROJECT NO; JADE 1611 AS -BUILT INFORMATION ADDED TO THIS DRAWING BY: THESE DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION OBTAINED BY THIS FIRM AND DRAINAGE DIRECTION +' DRAWN BY: ' PWM PROVIDED BY OTHERS UNDER MY DIRECT SUPERVISION. THE HORIZONTAL CONTROL (NAD 83/90 FL EAST 901) AND VERTICAL DATUM (NAVD'88) FOR THESE DRAWINGS HAS BEEN ESTABLISHED FROM INFORMATION SHOWN ON THE DESIGN ENGINEERS PLANS. THIS. SURVEY COMPLIES WITH THE dB/ /,J 7" LEGEND .,�r"') / - CHK'D BY: P(,'J STANDARDS•:O PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOR'S AND v r r v� r 1 ASBUILT NOTES AND REPORTS PROPOSED RIP RAP W/ FILTER BLANKET ' MAPPERS IN CHAPTE, --17, FLORIDA ADMINISTRATIVE CODE. FIELD VERIFICATION IS REQUIRED "^"" - SHEET NO: PRIOR t D_STn ,hi) ; UNSTRUCTION PERTAINING TO THESE IMPROVEMENTS. THE LAST DATE WV. WATER VALVE GV GATE VALVE �, 1) THE LAST DATE OF FIELD WORK WAS 11-01-2019 OF FILI a 2V r�FcFCRML9 A',S.11-o1-2Dis..ALL DATA Is IN FEET. THE As -BUILT DATA TON TOP OF NUT No. 'NUMBER ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR COt _ OF ,ALL INFORJ(v'ATI-tN SHOWN IN THIS TYPE OFTEXT WHICH INCLUDES THE FOLLOWING WM WATER MAIN TYP TYPICAL 2) ONLY IHOF u�I BI".I't*.: I0(AIFD AS of THE LAST DATE OF FIELD WORK. PH 'FIRE HYDRANT EL ELEVATION PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. SV SEWER VALVE PIV POST INDICATOR VALVE ENGINEERSa SURVEYORS 3) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL C/O -CLEAN OUT BFP BACKFLOW PREVENTER SAN SANITATION OF A FLORIDA LICENSED SURVEYOR AND MAPPER. N EL ELEVATION BB: e' 00.00' ASBUILT DATA PORT SAINT LUCIE OFFICE 4 +✓ 5 !1{13119 FM FORCE MAIN 10250VILLAGE PARKWAY -SUITE201 4) THE VERTICAL DATUM AND ELEVATIONS SHOWN HEREON ARE BASED ON THESE APPROVED 8 PORT SAINT LUCIE,FL3499T CONSTRUCTION PLANS, AS PREPARED BY ADAMS STEWART ARCHITECTS, LLC AND ARE IN AGREEMENT RO�BERT N#='I I1NS0N SIGNATURE DATE AsBUILTELEVATONs n772-462-2455 WITH THE ELEVATIONS USED DURING CONSTRUCTION. GRADING PLAN PROFESSIONAL SURVEYG' AM" MAPPER 10 www.edo-inc.com FLORIDA. REGSTRATON NUMBER 6540 rev. 11-13-19 ENGINEER COMM TS 5 6 7 8 9 10 1 12 13 14 1 5 ten. 16 I, TEL = AT&T RISER BFP = BACK FLOW PREVENTER i®4 = BENCH - = BENCHMARK M = BIKE RACK CATV ❑ = CABLE RISER = CABLE/TV HANDHOLD U ? =CATCH BASIN o - c0 0 0 = CLEAN OUT ° # = CONCRETE LIGHT POST CPP ® = CONCRETE POWER POLE 3`h--�-® = CONCRETE POWER POLE W/STREET LIGHT = CONCRETE SIGNAL LIGHT POLE O = DECORATIVE LIGHT POST w❑ 0 = DIAMETER ® =DRAINAGE MANHOLE ai EBEl = ELECTRIC. BOX z ®H = ELECTRIC HAND HOLE o EM® = ELECTRIC METER ELM m PANE � = ELECTRICAL PANEL o X 0.00 = EXISTING ELEVATION a =FIBER OPTIC MARKER GUARD RAIL = GUY WIRE ANCHOR r = HANDICAP = HYDRANT ® = IRRIGATION CONTROL VALVE IRRPE = IRRIGATION PUMP D4 = IRRIGATION VALVE LSA = LIMITS OF LANDSCAPING '` LIMITS OF TREE CANOPY BUSH/HEDGE LIGHT POST ® = MAILBOX �'X = METAL LIGHT POST ® MONITORING WELL —OHW— = OVERHEAD WIRE = PARKING METER RCV>Q = RECLAIMED WATER VALVE SV m = SANITARY VALVE OO = SET IRON ROD WITH CAP "L.B. 6599" = SET NAIL AND DISK "L.B. 6599" = SIGN = SPIGOT = SPRINKLER VALVE = GROUND LIGHT VAULT VAU = FIBER OPTIC VAULT FO0 = FIBER OPTIC RISER BLUE PAINT MARK (TYPICAL) FD 5/B" IR/C LB8030 W B W W w w W— C SITE BENCHMARK 4" PVC CPP DRAINAGE INV. 11,95 0 MANHOLE cATV� RIM: 14.07' \ !r - HANDRAIL (ENTIRE CURVE)/%'� L 197.56, R 1862.86 A=6'04'34 \ CHB--S23°44'55"E -�0. ' v--D y ^� WVx = WATER VALVE WOOD POLE STREET LIGHT WOOD POWER POLE 0T = TRAFFIC HANDHOLD M = UNKNOWN HANDHOLD.. RIBEEREi = UNKNOWN RISER BOX OX _BpM- = BLUE PAINT MARKS -RPM- = RED PAINT MARKS -GPM- = GREEN PAINT MARKS -OPM- = ORANGE PAINT MARKS _Wpp_: = WHITE PAINT MARKS = RED FLAG = WHITE FLAG �. = BLUE FLAG = YELLOW FLAG " = ORANGE FLAG = GREEN FLAG QA = AIR RELEASE VALVE 0 = FPL MANHOLE QU = UNKNOWN TYPE MANHOLE IRM DECORATIVE MAILBOX QS = SANITARY MANHOLE O STORMWATER DRAIAGE MANHOLE = STREET SIGN ❑W = WATER SERVICE METER = CURB INLET SURVEYOR'S NOTES AND REPORT: 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE E TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2. ADDITIONS OR DELETION TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. CURRENT DESCRIPTIONS) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. 4. PARCEL CONTAINS 1.41. ACRES, MORE OR LESS. 5. THE LAST DATE OF FIELD WORK WAS AUGUST 21, 2019. 6. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 7. BEARINGS, IF SHOWN HEREON, ARE BASED UPON THE NORTH LINE OF SECTION 22 PER THE. LINE LABELED HEREON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.. 8. BEARING SHOWN HEREON ARE LABELED AS DEED (D),IN REFERENCE TO OFFICIAL RECORDS BOOK 3044, PAGE.2633, AND CALCULATED (C) IN REFERENCE TO ADJUSTMENTS TO THE BOUNDARY AS CALCULATED BY THIS OFFICE. 9. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD88) AND ARE BASED ON NGS BENCHMARK DESIGNATED T-403, HAVING A PUBLISHED ELEVATION OF 14.96 FEET. 10. IN SOME INSTANCES, GRAPHIC .REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 11. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 12. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 13. DESCRIBED PROPERTY IS LOCATED. WITHIN AN AREA HAVING A FLOOD DESIGNATION "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP N0.12111CO280J, ST. LUCIE COUNTY, FLORIDA, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. 14. THE LEGAL DESCRIPTION FOR PARCEL 1, AS RECORDED IN OFFICIAL RECORDS BOOK 3044, PAGE 2633, OF THE. PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAS A SCRIVENER'S ERROR IN THE FIRST BEARING CALL FROM THE POINT OF COMMENCEMENT THAT IS ADDRESSED IN A SURVEYOR'S AFFIDAVIT SIGNED BY MICHAEL T. OWEN ON JANUARY 25, 2019. 10' BUILDING SETBACK & LANDSCAPE BUFFER .L TRACT A PINE SUMMIT RE -PLAT NO. 1 PLAT BOOK 51, PAGE 39 PARCEL ID: 3422-522-0001-000-5 OWNER: K AND J OF ST LUCIE COUNTY INC 48'50"W 377.65'(C) L <F N n3Ao,d_ 0,00 2.96,. �07 010f11 IS l� F C` rn o S D°te° 3.01' U) N oTU Z" "\ RECIPROCAL PARKING EASEMENT 3 (O.R.B. 455, PAGE 2957) -_ \_ — — — L=28.03, R=1862.86 \ 10' UTILITY EASEMENT (O.R.B. 1141, PAGE 2384) 129.97' TOP OF EXISTING FORMBOARDS ELEV.=15.75 129.99' S89'48'50"W 275.04' 50"E 298.65 L=29,19, R=1862.86 =0'53'52" ACCESS EASEMENT " S89'48'50"W 228.21' T 10' BUILDING SETBACK & LANDSCAPE BUFFER V (BEARING BASIS) 15 N89'45 45 E 2636.49 (C) 22 NORTH LINE SECTION 22 NORTH 1 4 CORNER SECTION 22 (CALCULATED) LEGAL DESCRIPTION A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22,TOWNSHIP .36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE SOUTH 89'45'45" WEST, ALONG 0 0 o THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1977.35 FEET TO THE EAST LINE OF THE WEST '�'�=� 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00'09'52"c6 a It EAST, ALONG SAID LINE A DISTANCE OF 1068.51 FEET TO A PARALLEL LINE 256.00 FEET NORTH OF THE o 0 0 SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; _ THENCE SOUTH 89'48'50" WEST ALONG SAID PARALLEL LINE A DISTANCE OF 84.14 FEET TO THE POINT w w'N OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89'48'50" WEST, ALONG N N N F' �+ SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF m p o U.S. HIGHWAY NO. 1, SAID POINT BEING IN THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1862.86 FEET AND A CENTRAL ANGLE OF 6'04'34"; THENCE SOUTHERLY ALONG THE ARC OF �. N SAID CURVE SUBTENDING AN ANGLE OF 06'04'34", WHOSE CHORD BEARS SOUTH 23'44'55" EAST, A DISTANCE OF 197.56 FEET; THENCE NORTH 89-48'50" EAST ALONG A LINE PARALLEL WITH AND 75.00 FEET NORTH FROM THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, A DISTANCE OF 298.65 FEET; THENCE NORTH 00'09'52" WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.41 ACRES, MORE OR LESS, FORCE MAIN EASEMENT (O.R.B. 470, PAGE 2354) / 6 6 IN N O PO ACCESS o m EASEMENT SOUTH 75, WEST 1/2, NW 1/4, NE 1/4 SEC. 22 PARCEL ID; 3422-123-0002-000-7 OWNER: ROLAND J. KURUSIS \ CONCRETE WALK \ LIMITS OF ADJACENT BUILDING L SOUTH LINE OF THE WEST 1/2 OF THE N.W. 1/4OF.THE N.E. 1/4 OF SECTION 22_ A� ROBERI N-JOHITSON PROFESSIONAL SURVEYOR AND MAPPER FLORIDA R�CISTRATIGN ,#6540 FD 5/8" IR/C LB7705 0.25' WEST 67.19 67.14' i S89 S89°48'50"W 143.30'(ACCESS ESMT.) S89°48'50"W 313.30'(A.E.-1) FD 5/8" IR/C LB8423 0.52' EAST GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. S89'45'45"W 1977. N89'52'00"W 1917. > TOWNSHIP 36 SOUT RANGE 40 EAS (CALCULATE[ CCR# 5597 o O w U) N o 0 r SIGNATURE DATE: / \ ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 772-462-2455 41 www.edc-inc.com F,B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 3 m 0 a 0 y� uj C nt Co P J Z uj V a° Q I w coU. O 1 too V U) �Y�✓®y '"s U eO ® � W N�N ct z U�D 0 LL LL d'q 04 uj U) 18-a 77 jqo6--o oz(-7 2 I AUG 22 Nig ST. was 0wowl TEL - = AT&T RISER BFP = BACK FLOW PREVENTER �4 = BENCH - = BENCHMARK (II = BIKE RACK CATV❑ = CABLE RISER 4s, = CABLE/TV HANDHOLD. U ? "FFM=CATCH BASIN w Co 0 = CLEAN OUT ° CONCRETE LIGHT POST CPP ® = CONCRETE POWER POLE. 3*f S = CONCRETE POWER POLE W/STREET LIGHT S = CONCRETE SIGNAL LIGHT POLE 0 H� = DECORATIVE LIGHT POST m0 = DIAMETER ® = DRAINAGE MANHOLE n EBp - ELECTRIC BOX ? �H = ELECTRIC HAND HOLE j EM® = ELECTRIC METER n awrC = ELECTRICAL PANEL X 0.00 = EXISTING ELEVATION j = FIBER OPTIC MARKER ] ] S z Y E L Y 8 z � L = GUARD RAIL - (-- _ GUY WIRE ANCHOR t = HANDICAP = HYDRANT ® = IRRIGATION CONTROL VALVE IRRP EI = IRRIGATION PUMP D4 = IRRIGATION VALVE LSA , = LIMITS OF LANDSCAPING ' LIMITS OF TREE CANOPY BUSH/HEDGE = LIGHT POST © = MAILBOX = METAL LIGHT POST ® = MONITORING WELL -OHW- = OVERHEAD WIRE = PARKING METER RCV X = RECLAIMED WATER VALVE SV>I = SANITARY VALVE 0 = SET IRON ROD WITH CAP "L.B. 6599" �. = SET NAIL AND DISK "L.B, 6599" = SIGN = SPIGOT = SPRINKLER VALVE = GROUND LIGHT VA�ULTE] = FIBER OPTIC VAULT F00 = FIBER OPTIC RISER PAINT MARK _BLUE (TYPICAL) FD 5/8" IR/C LB8030 �z" U ,CURB INLET RIM 12.37' \ W. INV:7.72'. ' r S. INV 7 92', BOTTOM i v L J L n u C STE BENCHMAIRK 4" PV�� CPP DRAINAGE NV: 11 95' 0 MANHOLE carves RIM:14.07' g aox T g HANDRAIL (ENTIRE CURVE) L 197.56, R-1862.86 A=6'04'34" oZ \ i \ CHB=S23'44'55"E L �Z N0,, wVpd - WATER VALVE = WOOD POLE STREET LIGHT = WOOD POWER POLE QT = TRAFFIC HANDHOLD HH = UNKNOWN HANDHOLD RISER = UNKNOWN RISER BOX —BPM— = BLUE PAINT MARKS —RPM— = RED PAINT MARKS —GPM— = GREEN PAINT MARKS —OpM— = ORANGE PAINT MARKS _wpM— = WHITE PAINT MARKS = RED FLAG = WHITE FLAG BLUE FLAG = YELLOW FLAG = ORANGE FLAG = GREEN FLAG OA = AIR RELEASE VALVE (Z) = FPL MANHOLE QU = UNKNOWN TYFE MANHOLE QM = DECORATIVE MAILBOX QS = SANITARY MANHOLE 0 = STORMWATER DRAIAGE MANHOLE = STREET SIGN 0 = WATER SERVICE METER O HW = CURB INLET ,"+ssrcwo.vaen,wr�,n xm�neawxsa,art.a .. SURVEYOR'S NOTES AND REPORT: 15 N89 45'45I E 2636I49'(C) 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN NORTH 1 /4 CORNER 22 NORTH LINE SECTION 22 2 ' $ECTION 22 PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. (CALCULATED) ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2. ADDITIONS OR DELETION TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. LEGAL DESCRIPTION G 4. PARCEL CONTAINS 1.41 ACRES, MORE OR LESS. - 5. THE LAST DATE OF FIELD WORK WAS AUGUST 21,A 6. REVISIONS SHOWN HEREON NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED, "FILL A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. 7. BEARINGS, IF SHOWN HEREON,N, ARE BASED UPON THE NORTH LINE OF SECTION 22 PER. THE LINE LABELED HEREON AS LUCIE. COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO, DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION. 22; THENCE SOUTH 89'45'45" WEST, ALONG PARTS THEREOF. THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1977.35 FEET TO THE EAST LINE OF THE WEST 8. BEARING SHOWN HEREON ARE LABELED AS DEED (D),IN REFERENCE TO OFFICIAL RECORDS BOOK 3044, PAGE 2633, AND 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00'09'52" d CALCULATED (C) IN REFERENCE TO ADJUSTMENTS TO THE BOUNDARY AS CALCULATED BY THIS OFFICE, EAST, ALONG SAID LINE A DISTANCE OF 1068.51 FEET TO A PARALLEL LINE 256.00 FEET NORTH OF THE o 0 0 9. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD88) AND ARE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; f '-0 BASED ON NGS BENCHMARK DESIGNATED. T-403, HAVING A PUBLISHED ELEVATION OF 14.96 FEET. w w g 10.IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY THENCE SOUTH 89'48 50" WEST ALONG SAID PARALLEL LINE A DISTANCE OF 84.14 FEET TO THE POINT N N N ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89'48'50" WEST, ALONG m m CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF m m 11. THE OWNERSHIP OF PERIMETER. FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE U.S. HIGHWAY NO, 1, SAID: POINT BEING IN THE. ARC OF A CURVE CONCAVE TO THE EAST, HAVING A o 0 0 NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN, RADIUS OF 1862.86 FEET AND A CENTRAL ANGLE OF 6'04'34"; THENCE SOUTHERLY ALONG THE ARC OF 12. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED SAID CURVE SUBTENDING AN ANGLE OF 06'04'34", WHOSE CHORD BEARS SOUTH 23'44'55' EAST, A BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 13. DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "X" BY THE FEDERAL EMERGENCY DISTANCE OF 197.56 FEET; THENCE NORTH 89'48'50° EAST ALONG A LINE PARALLEL WITH AND 75,00 MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP N0.12111CO280J, ST. LUCIE COUNTY, FLORIDA, HAVING AN 0 THE SOUTH LINE OF THE WEST 1 2 OF THE NORTHWEST 1 0 HE NORTHWEST 1 4 FEET NORTH FROM / H THW T /4 F T R / EFFECTIVE DATE OF FEBRUARY 16 0 2..NORTHEAST FF 2 1 1 4 OF SAID SECTION 22 A. DISTANCE OF 298.65 THENCE NORTH 00'09'52" OF THE / FEET; THEN N RT 14. THE LEGAL DESCRIPTION FOR PARCEL 1, AS RECORDED IN OFFICIAL RECORDS BOOK 3044, PAGE 2633, OF THE PUBLIC WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAS A SCRIVENER'S ERROR IN THE FIRST BEARING CALL FROM THE POINT OF CONTAINING 1.41 ACRES, MORE OR LESS, COMMENCEMENT THAT IS ADDRESSED IN A SURVEYOR'S AFFIDAVIT SIGNED BY MICHAEL T. OWEN ON JANUARY 25, 2019. FORCE MAIN EASEMENT TRACT A (O.R.B. 470, PAGE 2354) PINE SUMMIT RE —PLAT N0. 1 P 0. B. PLAT BOOK 51, PAGE 39 ` PARCEL ID: 3422-522-0001-000-5 FD 5/8" IR/C OWNER: K AND J OF ST LUCIE COUNTY INC LB7705 10' UTILITY EASEMENT 0.25' WEST r(O.R.B. 1141, PAGE 2384) 10' BUILDING SETBACK & LANDSCAPE BUFFER 'I _ _NS89048'50"W 377.65'(C RECIPROCAL PARKING EASEMENT (O.R.B. 455, PAGE 2957) C� L--28.03, R=1862.86 ®®® A-0 5 '44" i i \ G7 rn J N —2, 96' M N N w 0 N 0 3.01' 129.97' TOP OF EXISTING FORMBOARDS ELEV.=15.75 129.99' S89'48'50"W 275.04' \ SET 5/8" IR/c N89°48'50"E 298.65 c LB8098 ' \ ' L=29.19, R=1862.86 _7 O �OQ,: A=O'53'52" ACCESS EASEMENT j \ S89'48'50"W 228.21' OF THE WEST c � T ;. , N O -- 67.19' Q 00 r U7 O 0 O Z W a U � a Z� Sm 67.14' u y o y 10' BUILDING SETBACK & LANDSCAPE BUFFER N� P.O.Q. 00 0 ACCESS m EASEMENT SOUTH 75, WEST 1/2, NW 1/4, NE 1/4 SEC. 22 PARCEL ID: 3422-123-0002-000-7 OWNER: ROLAND J. KURUSIS LIMITS OF ADJACENT BUILDING U Z N } 0z O _j O 0 LLJ U ��CWJO W U) D_ I Co H- Ld m J LLJ CJ -Z I V) W Cp 0 Y N O v3HmCo oz �� U p W J _ Q �vY < LU IL Z 0 S89°48'50"W 143.30'(ACCESS ESMT.) S89°48'50"W 313.30'(A.E.-1) FD 5/8" IR/C LB8423 0.52' EAST GRAPHIC SCALE 6 1az ( IN FEET ) 1 inch = 20 ft. M µtip �� �,�• �' _ .�: 11� ROBERT N. JOr[ SON PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION 16540 762 15 14 S89'45'45"W 1977.35'(C) 22 23 N89'52'00"W 1917.00'(D) SECTION 22 TOWNSHIP 36 SOUTH RANGE 40 EAST (CALCULATED)) CCR# 55974 0 0 q/ SIGNATURE DATE: I9_ , <a Jq ENGINEERS ® SURVEYORS ENVIRONMENTAp_ 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 T 772-462-2455 www.edc-inc.com P.S.P,E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 m m T 3 m a w N O� Y m W p 2 S Fw- y � a 0 LL ¢ w a r., Cn .. ■ Lu �. ■ ■ A.�. 1 2 i ■ -. 1 • m' i'' jo ■_. w m < o . ul r ■ 01-40 Y, i' - • LL is LL ■ten ■" ■ Lu Cn 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 M 772-462-2455 RECEIVED AUG B 2 2019 ST. Lucia Caunhy, p®r1951etlne I. SYMBOL. LEGEND TEL = AT&T RISER BFP-J�+ = BACK FLOW PREVENTER Pali = BENCH -�- =BENCHMARK [UI = BIKE RACK CATV ❑ = CABLE RISER Ix = CABLE/TV HANDHOLD ® = CATCH BASIN COO = CLEAN OUT # = CONCRETE LIGHT POST CPP ® = CONCRETE POWER POLE 0-- o = CONCRETE POWER POLE W/STREET LIGHT 0 = CONCRETE SIGNAL LIGHT POLE 0 = DECORATIVE LIGHT POST �5/ = DIAMETER ® = DRAINAGE MANHOLE EB E) = ELECTRIC BOX ®H ELECTRIC HAND HOLE EM® = ELECTRIC METER ELEC. rt�7 P PANEL PANE = ELECTRICAL PANEL X 0.00 = EXISTING ELEVATION = FIBER OPTIC MARKER Ili I = GUARD RAIL = GUY WIRE ANCHOR g. = HANDICAP = HYDRANT ® = IRRIGATION CONTROL VALVE IRRP M = IRRIGATION PUMP x = IRRIGATION VALVE ', LSA = LIMITS OF LANDSCAPING LIMITS OF TREE CANOPY BUSH/HEDGE = LIGHT POST © =. MAILBOX = METAL LIGHT POST ® = MONITORING WELL —CHW— = OVERHEAD WIRE = PARKING METER RCV X = RECLAIMED WATER VALVE SV x = SANITARY VALVE O T IRON ROD. WITH = SE CAP "L.B. 6599" = SET NAIL AND DISK "L.B. 6599" = SIGN = SPIGOT = SPRINKLER VALVE = GROUND LIGHT VAULTE] = FIBER OPTIC VAULT FO❑ = FIBER OPTIC RISER wv pd = WATER VALVE = WOOD POLE STREET LIGHT = WOOD POWER POLE Q = TRAFFIC HANDHOLD HH = UNKNOWN HANDHOLD RISER = UNKNOWN RISER BOX —BPM— = BLUE PAINT MARKS —RPM— = RED PAINT MARKS —GPM— = GREEN PAINT MARKS —OPM— = ORANGE PAINT MARKS —Wpm = WHITE PAINT MARKS = RED FLAG = WHITE FLAG = BLUE FLAG = YELLOW FLAG pppp� Ip = ORANGE FLAG = GREEN FLAG A!� AIR RELEASE VALVE = FPL MANHOLE OU = UNKNOWN TYPE MANHOLE QM = DECORATIVE MAILBOX OS = SANITARY MANHOLE QD = STORMWATER DRAIAGE MANHOLE T = STREET SIGN 0 = WATER SERVICE METER SURVEYOR'S NOTES AND REPORT; 15 N89(45'45IEG2636I49'(C) NORTH LINE SECTION 22 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN 22 NORTH 1 /4 CORNER SURVEY SECTION 22 PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. (CALCULATED) ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2. ADDITIONS OR DELETION TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. LEGAL DESCRIPTION 4. PARCEL CONTAINS 1.41 ACRES, MORE OR LESS. - - 5. THE LAST DATE OF FIELD WORK WAS AUGUST 21, 2019, "FIELD A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. 6. REVISIONS SHOWN HEREON DO NOT REPRESENT A SURVEY UPDATE" UNLESS OTHERWISE NOTED. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 7. BEARINGS, IF SHOWN HEREON, ARE BASED UPON THE NORTH LINE OF SECTION 22 PER THE LINE LABELED HEREON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE SOUTH 89'45'45" WEST, ALONG �o PARTS THEREOF. THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1977.35 FEET TO THE EAST LINE OF THE WEST:- 8. BEARING SHOWN HEREON ARE LABELED AS DEED (D), IN REFERENCE TO OFFICIAL RECORDS BOOK 3044, PAGE 2633, AND THE NORTHWEST THE NORTHEAST OF SAID SECTION 2E. THENCE SOUTH 00'0OFT iO 0 d: CALCULATED (C) IN REFERENCE TO ADJUSTMENTS TO THE BOUNDARY AS CALCULATED BY THIS OFFICE. DI TA FEET EAST, ALONG SAID LINE A DISTANCE OF 1068.51 FEET TO A PARALLEL LINE 256.00 FEET NORTH OF THE EAST, o 00 9. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN.VERTICAL DATUM OF 1989 (NAVD88) AND ARE , SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; 0 0 BASED ON NGS BENCHMARK DESIGNATED T-403, HAVING A PUBLISHED ELEVATION OF 14.96 FEET. SOUTH 89'48'50" WEST ALONG SAID PARALLEL LINE A DISTANCE OF 84.14 FEET TO THE POINT THENCE SOU w w 3 N N 10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY N ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89'48'50" WEST,. ALONG in in CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF o o ;- 11. THE OWNERSHIP OF PERIMETER FENCES; WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE U.S. HIGHWAY N0. 1, SAID POINT BEING IN THE. ARC OF A CURVE CONCAVE TO THE EAST; HAVING A o0 00 0 NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. RADIUS OF 1862.86 FEET AND A CENTRAL ANGLE OF 6'04'34"; THENCE SOUTHERLY ALONG THE ARC OF 12. THE SURVEY .MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED.. SAID CURVE SUBTENDING AN ANGLE OF 06-04-34", WHOSE CHORD BEARS SOUTH 23'44'55" EAST, A BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. "X" DISTANCE OF 197.56 FEET; THENCE NORTH 89'48'50° EAST ALONG A LINE PARALLEL WITH AND 75.OG 13. DESCRIBED PROPERTY IS LOCATED WITHIN ANAREAHAVING A FLOOD DESIGNATION BY THE FEDERAL EMERGENCY SOUTH LINE OF THE WEST 1/2 OF THE 1/4 OF THE NORTHWEST 1/4 A A C S LUCIE COUNTY FLORIDA HAVING AN MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP N0.12111 0280J, T FEET NORTH FROM THE NORTHWEST BRUAR, 16 EFFECTIVE DATE OF FEBRUARY 16, 2012, OF THE NORTHEAST 1/4 OF SAID SECTION 22, A DISTANCE OF 298.65 FEET; THENCE NORTH 00'09'52° 14. THE LEGAL DESCRIPTION FOR PARCEL 1, AS RECORDED IN OFFICIAL RECORDS BOOK 3044, PAGE 2633, OF THE PUBLIC WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAS A SCRIVENER'S ERROR IN THE FIRST BEARING CALL FROM THE POINT OF CONTAINING 1.41 ACRES, MORE OR LESS. COMMENCEMENT THAT IS ADDRESSED IN A. SURVEYOR'S AFFIDAVIT SIGNED BY MICHAEL T. OWEN ON JANUARY 25, 2019. FORCE MAIN EASEMENT j TRACT A (O.R.B. 470, PAGE 2354) PINE SUMMIT RE -PLAT NO. 1 P \ BLUE PAINT MARK PLAT BOOK 51, PAGE 39 CURB INLET PARCEL ID: 3422-522-0001-000-5 FD 5/8" IR/C (TYPICAL) OWNER: K AND J OF ST LUCIE COUNTY INC LB7705 ' \ FD 5/8" IR/C - 10' UTILITY EASEMENT 0.25' WEST LB8030 r(O.R.B. 1141, PAGE 2384) / F B W B W W W W W W W W W W. W W 10' BUILDING SETBACK & 3 1 � LANDSCAPE BUFFER W \ U 0 N 24 H Z §yq$epRT ° C'JRB INLET RIM: 12.37' W. INV.7.72' ) b S. -INV:7.92'- o al a BOTTOM7.27 0 A o W k El f7 ° \ ❑ J 0a r) 1 SITE 4" PVC CPP BENCHMARK NV. ,95' 61 a DRAINAGE .o MANHOLE oAv 3 ~ RIM:14.07 a X�Gr 5 v o \ 'HANDRAIL w (ENTIRE 'CURVE) \ \ L 197.56, R=1862.86 ° A=6.04'34"- o- CHB-S23'44'55"E \ \ o A �A' 0 0 Z Z- o CY l�""� BOG 9�\ Zo RECIPROCAL PARKING EASEMENT ❑ (O.R.B. 455, PAGE 2957) Z L=28.03, R=1862.86 w A=0`5 '44" - z y \ z W ,y z\ O\� SET 5 8° IR/C Q \ LB8098 I,� z G� �' L=29.19, R=1862.86 a0'53'52" z \ w ~` a N \ z N w ❑ \ zoo \ 50"W 377.65'(C)_w w w 129.97' TOP OF EXISTING FORMBOARDS ELEV.=15.75 "An S89'48'50"W 275.04' 0 0 67.19' 67.14' u a ; 0 N a 10' BUILDING SETBACK & .LANDSCAPE BUFFER J N89048'50"E 298.65' N ,v O ACCESS EASEMENT ACCESS ACCESS m EASEMENT S89'48'50"W 228.21' SOUTH 75, WEST 1/2, NW 1/4, NE 1/4 SEC. 22 PARCEL ID: 3422-123-0002-000- 7 OWNER: ROLAND J. KURUSIS CONCRETE WALK LIMITS OF ADJACENT BUILDING TH LINE OF THE WEST 1 o O 00 In 0- p O O z w d Q VUI w 0 z am I- 20 14 U z L� F O z 0 J � 1 0 W U U Fj a�00- acoa�n I W Lu N � In X 1' N W W 0]ONNO m U p W�_�¢ Q W `1 U G_ Q W D_ z CJ S89'4-8'50"W 143.30'(ACCESS ESMT.) S89'48'50"W 313.30'(A.E.-1) FD 5/8" IR/C LB8423 0.52' EAST GRAPHIC SCALE 10 20 40 � ( IN FEET) 1 inch = 20 ft. :p( � ROBERT N. J0HNSON PROFESSIONAL SURVEYOR AND MAPPER FLORIDA RyGISTRATIO,N #6540 80 15 14 S89-45'45"W 1977.35'(C) 22 23 N89'52'00"W 1917.00'(D) P.O.C. INL 1V1 MN LI\ SECTION 22 TOWNSHIP 36 SOUTH RANGE 40 EAST (CALCULATED) CCR# 5597 SIGNATURE DATE: _ 4 liL \ ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 772-462-2455 10 www.edo-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8093 � N 1cYi ❑ 5 Q O w J w N� m$ w w w m ❑ € U LL LL Q U cwi F �Jr rye F— Z 0 M wLLI CID _j In 0 h�-- L C� 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 772-462-2455 1 OF 1 ERECEIVED AUG 222019 ST: l dll�®kIR pEIHlifl