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2023-08-17 V. A. #23-010-TRC, Exhibit 1, Construction Plans & Specs 0 z . CONSTRUCTION PLANS z J LL wW 0 0 I ec w 4 w & SPECIFCATIONS SHEET INDEX C'0.0 COVER SHEET — M A L L A R D LAN DIN G CO.1-CO.2 NOTES&SPECIFICATIONS Z oin C0.3 HORIZONTAL CONTROL SHEET In m Q1 CL wel RE-PLAT OF BLOCKS 4, 5, 6, 11, 12, 13, 20, 21 and 22 C04 EXISTING CONDITIONS/DEMO -I aZ -IC7w CO.5-CO.6 LOT GEOMETRY.SETBACKS& m Q E CITY OF OKEECHOBEE BUILDING ENVELOPES LL Q 3 m el w PROPERTY OWNERS C 1.0-C I.3 PAVING.GRADING.AND ° 0 N DRAINAGE PLAN SHEETS < 0 N JOHN B LASHLEY d it I 1901 SW 6TH AVENUE DI.0-DI.1 PAVING.GRADING&DRAINAGE a OKEECHOBEE.FL 34974 1 jblashleyGJ'gmad.com DETAIL SHEETS Diu U OKEECHOBEE LOTS,LLC DI.2-D1.5 UTILITY DETAIL SHEETS ch 8 S 1150 GLEN EAGLE DRIVE 7 tc _ ATTN.DAVID M.RUBIN DI.6 STORMWATER POLLUTION GREENSBORO.GA 30642 PREVENTION PLAN SHEET coy ma%doc4�gmail.com __ _�� riO c -DEVELOPERN-ct _ _N :'''i �'C ^ < _HOLIDAY BUILDERS,INC Q; w d_.A= - 5 C ATTN ZACH HILL-THIRY 43la — 2293 W.EAU GALLIE BLVD. 9 m MELBOURNE,FL.32935 -' .i zhill-thity@holidaybwIders.com hohdaybwlders.com °„ n PROJECT LOCATION . 9 Cr >' ENGINEER SUMNER ENGINEERING&CONSULTING,INC - ATTN.JEFFREY M.SUMNER.P.E. • L,,,-' _ 410 NW 2nd STREET 9 a $ _ OKEECHOBEE.FL 34972 (863)763-9474 _ T jelly sumnerengineenng corn 9 SURVEYOR 9 0 > BSM&ASSOCIATES ATTN RICKY BARNES.PSM 9 80SE3ISTLANE / 11111 1111j1 OKEECHOBEE.FL.34974 ��\\�.. .{ • SU//�� (863)484-8324 `\\ ( RJ z, ricky.bames r Jbsmsurvey-corn — 9 9 `t' �k;•' v.•I I N ti :\ Al ..'p ��) ` • 4 -- - - • NOTES: _ � J *_ 1. ALL EXISTING&PROPOSED ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN /'�9 9 ' — • \\* V 'VERTICAL DATUM OF 1988(NAVD 88). VO If1 \(} r'9 G Qk V ` 2. THE SUBJECT PARCEL IS IN FLOOD ZONES"A"AND"X',AS DESCRIBED ON THE PROJECT Z. SURVEY PREPARED BY BSM&ASSOCIATES,INC. i •• S • /F 'pa -` LOCA I ION / .r p i 3. STATE AND FEDERAL JURISDICTIONAL WETLANDS WITHIN THE PROJECT BOUNDARIES N I / .t\ •- 4 41 • s WERE ESTABLISHED BY ECOLOGICAL CONSULTING OF FLORIDA,INC.,AND CONCURRED - -— - --- — - 111\�-� •• ..41 t) •r1,.�\‘ BY SFWMD STAFF.PROPOSED IMPACTS AND ARE SHOWN HEREIN(SEE SHEET C1.0). , .. C1 FAG\\ 4, NPDES PROGRAM STANDARD NOTE:OKEECHOBEE REQUIRES THAT BEST MANAGEMENT ,1111 J'1 1 1 I 1 11\\' PRACTICES ARE UTILIZED FOR ANY ACTIVITY,OPERATION,OR FACILITY WHICH MAY CAUSE OR CONTRIBUTE TO POLLUTION OR CONTAMINATION TO STORMWATER,THE co STORM DRAIN SYSTEM,OR WATERS OF THE UNITED STATES.THIS INCLUDES BUT IS NOT LIMITED TO TRASH OR DEBRIS THAT MAY RESULT FROM BUILDING CONSTRUCTION _N (— ACTIVITIES.THE CONTRACTOR FOR THIS SITE IS HEREBY NOTIFIED THAT THEY ARE TO 1 W PROVIDE AT THEIR OWN EXPENSE,REASONABLE PROTECTION FROM ACCIDENTAL --- W DISCHARGE OF PROHIBITED MATERIALS OR OTHER WASTES INTO THE MUNICIPAL el I STORM DRAIN SYSTEMS OR WATERCOURSES THROUGH THE USE OF STRUCTURAL OR N NON-STRUCTURAL BEST MANAGEMENT PRACTICES(BMP'S)FOR POLLUTION o PREVENTION. co N N.. D:10' RI"ISB 4d Cn MMJ.NT BY =0 LL S. ALL DISTURBED AREAS TO BE STABILIZED WI SEED AND MULCH,OR SOD IF DIRECTED BY = W THE OWNER.ALL PERIMETER BERMS,PERIMETER SWALES,AND DETENTION AREA SLOPES TO BE SODDED.ALL DISTURBED AREAS WITHIN CITY RIGHTS-OF-WAY ARE TO BE - SODDED. o O U 6. ALL WORK SHALL BE IN CONFORMANCE WITH FDOT SPECIFICATIONS AND DESIGN C.) STANDARDS FOR MATERIAL QUALITY AND WORKMANSHIP. CITY SUBMITTAL SET 07-JUNE-23 i sZs _! 7 _ , -f - - ' Z� F Z r - - ! - x — _ rz- >TS _ _ - _ _ _ - z = = _ _ __ _ - , _ _ _ _ _ - _- - _-- - __ 2- _ - r.g. Z Z '>>_ -- - - _ > - F r __ r _ _ _ Fe __ - 7 _Z _ - _ _ - - - - 7. _ _ _- i _ _ ,z ?. s z _S F _ _ - 3 -z ___ _ _ _ _ - - __ _ � K ' L - -_ _ S _ / - _ -Z = Fz >> T_ _-- _ = F- >> 2 ZZ-= /-- _:: - ,� - - r- _ - - _ = z> 3- zzFi r = ''''';LT-' _ _ F x ' ' = > -z� >y f1m / ' - - Z.. 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RI•: _ , Agriculture.Clint Land B Water Resources Silt 'SETBACKS & BLDG: Tr _ dIONN 2RdStree, 'r.O a a��l:INi INcu:rt+ Okeechobee.Florida"14977 ,.A �� �� Imssun:l nmusl 2293 W.EAU GALLIE BLVD. OKEECHOBEE.FL gym•• , SAuuRUINWA' I'h HF3-7O7')d71 ENVELOPES FYM.SUMNERPE 4.1, : MELBOURNE.FL 32935 j clpee No.55403 •• s....44 ss Certificate of Authorization No 320�2 • • '��C�'-aca....... .,s�< tLLf1111111tt1, a `� (1) -ir" _ _ rm 2 • � _ 15'DRAINAGE EASEMENT -► -'o { --e I -_ -- 1 s'DRAINAGE EASEMENT. m V1 n • a -n =Z trJ ,-.ix mig 0, 170 ?Z 1 + ZE 7pZ. tf 1 o p G 1 �iOm Hi° -13 y; I EA m7 C 0 o O a O 1 I ( i - ___ Iz ro — ro i NW7THAVE I • \\if y �Z.- I ton mz s oy �z _ �rmz - �y - �-.) - . t- 1 DO _ 9m z ?I r m P rn o - y1 3 I rn N rn r o Fv Ni Z ZZ' . 1 n- I a 15'ALLEY(TM ro --� I -'.- -- IS ALLEY(TYPI • t t . t i , t I 1. " t I t • t • • i �� It t t Z -;: r - s n t IV m i t m .m.1 , m I I h. 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MALLARD LANDING PAVING, GRADING= v,m rs m• _ Agriculture,Civil,Land&Water Resources & DRAINAGE PLANE 2:�,` v dI0NW2ndStreet '1m�4 11 NOI"NI INc11UN Okeechobee.Florida 34972 nuSSmfII Al)nlSI 2293 W.EAU GALLIE BENT OKEECHOBEE l, SHEET �nj ES nca.RulNcl.v Ph 863-763ation MELBOURNE.FL.32935 REV M.SUMNER P ` Certificate of Authorization No.32092 [Tense No.55403 —' • `, ` s, w'R .....-,•' s�.. `/ 1r,1111*t,\%\\ SEE SHEET C1.0 FOR CONTINUATION MATCH LINE STA 108+50(NW 11TH ST) - x I} <` - > fir, ,../// ro ' NW5THAVE _ — _ _ — : - - _. — _. __ 17n'ROWI _ __ (AM ROW' --.. -I-I----;!<"15. . \ OJD m D !:III {II= y DZS Z Synm i DG ZmmO n ;I ii- 4 W�nYm D - • Z-. jp ��z --rS z x N.n m 'n'JC nm� m D z~�O zny r Ij I I1 I l 4Z� Jrm-Z .',F - :...., zm 4I s 4 • • 4 4 � ( 4 4 — 4 --9 9Y mm - 'I C I I I 1 • • 4 ;yl 4 4 4 I Y m vy l I 1 .i O Y 4 I 4 , m I I I 4 y w -- d d d • d =_ ! d •• I • I .I pig d d 0'- rl d Po I C-C ' I ' D1.0 • i d d d d l d I I • • i • d d 4-p I I I ti d ;.. , I Y- n I I Y m I 1, l_ _ - z n�m : nIxiTZZs=m� m , J. i mr-� ZOa� \\N,----`,,,,,,,,_'Cr: = N- N NW 3RD AVE oo' --- -- --_ oo - - On'ROW) CT P N \ , 1�. .nDmD ` J w rn \\:\ W O£Dny zmCY Mil ` _I=2Dp _K0-1 .Zym - -_ m n C y 3 0 m Q _74.2 �I W Z m 'i— :'�m 0 "—limn a n 7_-i�T ZD" O v_H� =�"z oHo z i d 2 0 m x7 ~Ao— zy i 4 9 °, • I + Q C � z E A D y m z z z i i x = = 1 A i -A I ^0 '� m r ro -o = ` .: i F m O =' Cr7 z �y� g d m r- m 74 O ' w S _/ �`' Q� m m 3 m ` _ i i z _ — O� z =s L7 C r II Y z y p _ ., a = _ 0 ro n i'T a z 5 $ v z I, x _ T n N n a p 7 _ T i y f` g WO .tn.] r7"' 7p Y Y ,Ti ," J 'T. '! �' f Rf _ e 0 It: o V �p7� N �o�oo m A ?tr. 3 ?I-II T Z 7 > o --clot.' m iw A 61�9gg z D D T r^ ...I Z m�tim 15 i p y • 3 3 z z j D =Io § qp$Qpi m O . Y ofi rri sin 7gYtlt `\\\ .j.� .. /,/(/�/ A at i1 ./)),.? •1 ✓`-i<`•% iu1 DATE Pkun[['1 C1.1 OS 02-23 I 22-16 . L; VERIFY SCALES PREPARED BY ^REPARED Fe, PAVING, GRADING BAR IYUNIINCII Sumner Engineering&Consulting.Inc. MALLARD LANDING N,Ik101NA1 NNAWIN(• HOLIDAY BUILDERS. INC. 1� j (n` Agriculture.Civil.Land&Water Resources & DRAINAGE PLAN - '7 " A �� 410NW2ndSlreet /S'L Zr_... II NM„Nr INrn I,n Okeechobee.Florida?3972 �•� (.J�� �- 7 nnsslarl nnlua 2293 W.EAU GALLIE BLVD. P f I- I-i BLi SHEET suq eR P e4 �� s^""kDl"I'I Ph 863-763a o MELBOURNE.FL.32935 ' 7\� Cent kale of Authonzanon No . 'r//llllllltl1\ • . 1 C7 I Z 1 a uJ I < w . J m — a O CC w < w J SC _J 0 . • LEGEND CITY LIMIT DITCH MINIMUM PERIMETER GRADE EL 26,, _ _ - __ _ _._._.-.-.- _ _ _ -_. .- _ _ _._._ PROPOSEDASPHALI Z 0 N I MATCH EXISTING IF HIGHER) ' r) +# L. CONTROL STRUCTURE --I PAVEMENT, V) m N 38Lf 24"HDPE W w th SEE DETAIL SHEET D I U \ ', iNi\CO CRETE M E S EXISTING PAVEMENT p �w WET RETENTION/DETENTION 1 J STA 140+72.0 a0'R aZ \• \\ TYPE"C" 4 I CONCRETE M E S 1.80 ACRES AT CONTROL EL. 22.8' •n D' PROPOSED GRADE I NA\DI m a • INV EL 21 U' W� / I. DILL BOTTOM 2.41 ACRES AT TOP OF BANK = TYPE C INLETS p m /J/ STA 140-30 4 2uu'R STA 14U•56n43'R 0)W � IN P EL E) z p ® MITERED END SECTION re J ,N 27.5' _ _ _ v 0 cn a I F-' = SWALE TOE OF SLOPE n Q SWALE TOP OF BANK I / "'' F"/MINUMPEMETERGRADE _, 27 D'AND REAR LOT SU'ALE M PER SECTION B-B ITYP) \ I _ - - _ _ - - _,_ _ _ — e z FLO\4'ARROW L F- z =1 y N Fes' --' "- "' "' �' "' "' z PROPOSED SIDEWALK l c N c 4 6'a - - - - — — - Co -- EXISTING WATER MAIN O �' r' 4 i + V3 __ i EXISTING FORCE MAIN ` 1 205 LF 24"HDPE O —PM D rr- = - 411) [1. < 2Wv PROPOSED="WATERWATERMAIN c c re• _M bwu PROPOSED F"WATER MAIN �U Z 000 z V w PROPOSED 8"GRAVIT\'SEWER w o r t o . 1 y '.i. I E... Z c '4. _ ® SEWER MANHOLE 1 y 4 I i TYPE..C.. .-� E g .- 1 - 4 , DITCH BOTTOM Ell x G, U I , INLET = = III VALVE a Q-E STA I I STA 44+uu1 25'L I l� ¢ - • 1 .i P 4 I CONCRETE a1 E S TOP EL 25.2' 4'CONCRETE SIDEWALK F.. a INV EL 244' INV EL 22 U'(N) (TYP)SEE DETAIL SHEET DI I w Q PAVEMENT RESTORATION STA 42i369311'L INV EL 225'(N) ' 1:1 --e �444 LF 24"HDPE F --► --- S6 LF 24" E I H�P ,76•- -� ,- - .. ..��_ . , . - . . . — . . . ... _ 1 p <:) PF NW I:TH STREET ;.T 27.8' 27.5' .-___ a,- 27.8' pU'ROW) 1 ell --. ...-0. )11 010- NI,\\ -•I • 4 I CONCRETE M E.S TYPE"C I _ ..__.-- INV EL 24 5• DITCH BOTTOM SWALE TOE OF SWALE TOP OF 1 J r I INLET SLOPE(TYP) 1 4 STA 42,36 7 2TR BANK ITYP) 4 STA 44*UD 1 21'R pp 4 R=3I'(TYP)• TOP EL 22�'4 �AXX�����williI��SO'i7ii�/ lI 1 .j y \�. • •.. ••• :� � � . �'�C NSF �c�►'�j W • J 4 4 1 a - tip a54 1 _ SEE SHEET C 1.0 FOR CONTINUATION _ _ " MATCH LINE STA 136+50(NW 7TH AVE) s ;i�. • 2 L r (IT_.. ,,\,1 BURIED UTILITIES NOTE i,i ,\`, \/.�NURS MC•�014 Al OEM YRIDD14h WU.MN M40 'tit I I''`• WOO MDIDMIIDI MAO=MOM YM1Pr<O.Nta NO MDMO.. 011401 Ma LOOMS WOO MI CM Mt SMUT On ' J [CANON MOW.NO WNW,AM•K MN OW Al v i�l00-W-. MKI Larwna.K•IIeFD MOONS.M•,ro • MM oR M1bM J .0,9 .z , C1.3 CALL BEFORE YOU DIG... N LQ ^ 1-B00-4..CET Q EL ulan2s MOTE..c[YICY W H -�� IT'S THE LAW N CL N /LLry Vcz° I 'f 7 NO ))ATE I RF VISION COMMFNT I,Y p 0 '_. Z C1.0 C1.1 N Z < � f . < C1 Des SEE SHEET C 1.2 FOR CONTINUATION MATCH LINE STA 48+50(NW 13TH St) . _ [ _ _; I o = = T = _ a ''.= r =�i z I H z e a w ` NW 5TH AVE '- 4,, (70'ROW) J \ . - _ , 1 Ilk 1 . A 2" roi F- i mOy t' ._ FI i i ..7 �. I • la' 1 1 1 I!' t 11 1 s 1 i I I • 1 ' o y mr- �o 4 • • c 1 I • I • Z D ■ ' 7C m I I I 4 4 I ' 4'o I 1 0 - — 9 . to '-� m z II I —]-] n Z vXIO rrn> r7 do i 1y� CCrnz-znrn _ — Y r, -i .. x S.-I mp : z O rnmtu� 7CNz z oo tJ rm n �� I i I Y L.) - ° d -- crs— O I �In I 00 1 { CIZ - 0 — ; I r ' w - C ^ I I L. - I �Xy D y d T c O - I = Y m • o _'m _ rt7 I Z ., m 7- m T I ♦ n `� e� _-- __-. _ .__ i ___ ___` . ...- • I; rrr.i•r; NW3RDAVE - --- --- ----- ---- N. • (70'ROW) --- - -- - - -- 1. I l s3 �, z z H S , 1 Z f 1 I :a' '(il C F ' 0 II :,. [ ;OW - . ! v, •v •o -o m m •e -n v: w . - . m P 8 W w a y rr A 7o a is X 74 r _ 72 5 �� is .A z - 3 rn Fri O -o O d 1 p F -- = F = O 1 m 0 t'i �.� Z gp m 3 m ty*t m 7' 7 m — — rn 7_ 3 y .n • e g r o 0 0 , ° o 7. _ _ - ' o zo r-) �;"o o a$ y9 m rmn O D S S '� y "- = . r O m -0 • ��u � "� p o�0p ! m m ? z O _ m m D S i o gpq m i A A Y D T T. m Z f1eo hglq 0 m 3 Y z z C �� z z o a 1q p ; t,11I IIIJII// m v / \ C1.3 05-02-23 22-16 • f30 'REPAREOBV VERIFY SCALES "REPAREDFOR• • PAVING, GRADIN •SumnerEngineenng&Consulting,Inc. HOLIDAY BUILDERS. INC. MALLARD LANDING Agriculture.Civil,Land&Water Resources & DRAINAGE PLANEp:w "' __ e40Nwzndida3 Z' Okeechobee.Florida 3497? SHEET r r •�+��,� L 0, • (n'- Ph 863-763-9474 2293 W.EAU GALLIE BLVD. OKEECHOBEE,F1 ! Feme,0.557 03 E ' •: Certificate olAuthonzatton X,1 ;lrnl' MELBOURNE FL.32935 '%, �/ 7•• .... , ���? //`'/ Illlll*`\`` SEE SHEET C 1.2 FOR CONTINUATION MATCHSTA 136+50(NW 7TH AVE I I Z :, a i w 15'ALLEY ITYP) Z .`. , - _ _ _.-._.--.. - __-_.._- __- _... - _ i Q m J O < w f .I Q w H CONST 375 LF 6"PVC ;' J Y < , 385 LF X"PVC(SDR2[,) J O to I TEE TO WM a 0 44%SLOPE Q O FROM TO CAP cz a m a c;• _ ;I LEGEND ' PROPOSED MANHOLE o PROPOSED ASPHALT >N TOP EL EX I sin um mow PAVEMENT J N Iw22i.,u1 ' INV EL 17 32'IS.NI ' r TLC"172 - N CO a STA 72-1101 '11 V 2x ' i cc al CI 1 EXISTING PAVEMENT LU J_i i - — El TYPE C INLETS j >Z CO CONFLICT 1 ® } W 0 SEWER UNDER WATER MITERED END SECTION m 3 m S u� NW 12TH STREET o rn w SW'ALE TOE OF SLOPE w N u, 17u'RON'I ¢ J a _.1 jJ ----- SWALE TOP OF BANK a` 0 } - wu -- .v -... -... .', - on. --:w - -ry - rw -wu-- "�-- -xv --+"' . wa PROPOSED SIDEWALK a I 1 .. I - -- --"""- ' x EXISTING WATER MAIN NSTAu I,z nu TEE M— EXISTING FORCE MAIN - r2)1,"GV J ,.Y. 111-'G\' > I APPROXIMATE LOCATION p,o ETA 113.94 7 46 4'L i Q EXISTING 2"WATER MAIN -�wN- iC =3 j O TERMINAL END REMOVE EXISTING siAM1 PROPOSED 2"WATER MAIN F E- "- BLOW-OFF AND EXTEND -Ow,.- PROPOSED 6"WATER MAIN 32"PVC WM U2 r I z SS PROPOSED 8'GRAVITY SEWER ,)y _ - _ I I - I E SEWER MANHOLE ` - CONST 334LF6"PVC ; I - -_ - IN VALVE c;f - Iow)WM ' - FROMTEETOTEE c'U 7- - I W 4ip _ I PAVEMENT RESTORATION 3 _ c S c U )- p Q ~ W• ®w ' zI�• a 15ALLEY ITYP) s CA < = Q • _ - �^ ' 385 LF R"PVC ISDR26I °� -' n 0 44°.SLOPE Z U o w - O in > - --- 100 -i I O o CONST '75 LF 2"PA'C CONFLICT \1\1 FROM TEE.AND �' Q SEWER UNDER WATER \-4I.\'F TO EXISTING ty1$ II((�// INSTALL 6X21M(TGv L V CA ``X\ J �,IA, I v 111LUG f - 7 j�` ^' 6"Ml PLUG I F"' z ti r''*.•-‘...). � 'i STA 130+61.2 47.5'L I J ,� -....- ----f- w a i2WM h 2WY 2WM 2WY -- 2WY 2w4 2wM 2wM 2W4 2WIA 2WM 2WM 2 • 1, i • -_ --- - m r sc �s ..r r as �s ss Vss n ss .as - --' NW 1 I TH STREET -• .. •.- •�, W ¢ _ ��JE�� ' ---- --- (70'ROW) C/) -- • ` W\ate Cy 411u LF X"PVC ISDR261 PROPOSED MANHOLE 356 LF IS"PVC(SDR26) ��. �z i�/ - PROPOSED MANHOLE a 0 44%SLOPE TOP EL 28.55' a 0 44%SLOPE P(' S• �i � ? 4, TOP EL 28.4' INV EL 1387'IE.W1 �v,+(1', C o°��� INV EL 15 63'IE.N) STA 106r1)0 / 1 STA 102+/m i, it d• 11'•`�` 0 \` BURIED UTILITIES NOTE /1/C `fin. L 1\\ ...MT.MK WOW AT MOP A.110.AIT LOSAIFON.50 iww¢ono MU OW.W SAISSF 150.010 RI MO art ..w a¢w,vro.T S NARK us ,x..m.w&flO moon ms TO ID U1.2 U1.3 �.. �.� , »o�K �.�n.R Q ® CAL( BEFORE YOU DIG.. 1-800-432-A770 IT'S THE LAW M (L N rn / W 2 NO DATE REVISION COMMEND' b -O Go 7 U1.1 _ J H _ SEE SHEET C 1.0 FOR CONTINUATION 1= ] MATCH LINE STA 108+50(NW 11TH ST) ` ,_mom m m 3 ' a i zor n . Z [.' "71,111;FI >no -sf . - 13czc _±..;) ___ , \- 1, NW STH AVE _ — -_ rtr. c� c --- uN — ,.N Mr ROW _ —~ — - E1 ' — ,W n4 n. N() ccO yr"mm-1am- D > Ap' Z,... r '. n ir r viy ma mY ZS a / A ey Ver rri y EoDwz n Orn !.�Z.o`0O D0 Z3 yZ „ p .—z D7omm "=y - imOwx >n n •0 a� IIIo .<P•r)Z F 30 m I X��O 1 p z c_pm t] m -1 c p n II I 1 - 1 g,)i I 1 I 1 O J 7 I _ m o •' I 6] cy N 1 1 rv-•'O " 1 1 1 OA m> ` f I t-r ] e 0 1 1 i1 1 m N p N p 09 ;] to y - — m 0 yw0 V _-all _ m-Oz I N I m �S"O i J _ • I VI I K m m 7.- 1 �1 1 H N C I 1 • BIZ~O N • I _ D<90 . IIII(1 1 1 1 1 , 1 . - II! O I N� _ FA0 _ • E � c s I y I I _ J 1.-i I I I < i I a.n 6' I 1 I m I a I 1 I m02 C f m„i`n ii , my . imi -,c z •y 1 1 1 - — 'j _ 1 __ n3 r:.X0 f mn_`Lm • c ; in a-I I N M M Ynl Lt.--- NY— NM-�HMO / II ' L1. c —SS ss ss ✓ ss s', SS SS SS NV1gRD AVER sc s ran'ROW) 11n nz � \ 41 m (J.) r m- O v .r •o •o -• - - rn v: z -i m 70 v/ :.-, :: - : t Fl i iFig 0 m WTI _ — T 0 0 0 . — y y m -- -0 1—. _ z 1Vgip-alga c ,] t7 - z m m _< / / CT1 0 C v.i91 A A — • 7 - z emm T Y T T. m 0 / \/ y Vio ' V, ,.. -i • y _ n1um1"apI 0z / i q rri 0, goo ;1 is z NMI• I)Arl UI.1 I 05-02-23 22-16 ,it4ip : // VERIFY SCALES PREPARED BY PREPARED FOP UTILITIES PLAN J NARISUNt12AIV �i Sumner e..&, ering&Consulting,Inc. HOLIDAY BUILDERS. INC. MALLARD LANDING `�-' gr� ,,IJ NRI(:I N.1I.IYRAWIN,� .- 3_ ��� v Agriculture.Civil.Land 8 Water Resources SHEET m 410NW2ndStreet D 2 N.I niiINCiON Okeechobee.Florida 34972 2293 W.EAU GALLIE BLVI OKEECHOBEE•FL. IAI1511I.1.1 Al11NS1 r' ri'5 y. U' s.\I I i ll k 1 AIIIN I Y Ph 863-763-9474 C MELBOURNE.FL.32935 1 r lerylea76 ER.P. Certificate of Authorization No 32092 se No.55403 w ` °0j11111110\ • tT1 --- --- -z_ _- ---- I 1 r' _ 'T' T. --- ,_-T DRAINAGE EASEMENT r ri --- - -- -- - 04 rii n 11 zam -� • 0 aC) Z p.11 Dm m_W O g ,. X ^T =i+I 'DO Q I z -i z 6_ vl—�' __ IIM4 O E oe 'w%,. se 99 SS s —' ems NW 7T AVE _ I - (LW ROW) y i H. N vr1 1 I l. 1T o <ov [777.7-II EZ I D< 0 rm-n ^ ammro n Fmrm� C . z c— +m r.< __�p m o«3 0' -x a 8 . - m£ �� a Fi, a z mo - ax a Or • z I m I I I • I m r f m 1 Ii r 15'ALLEY ITYPI 1 1 I I O a T2 O l a a rn J za 0-1 _m =r ..,;R I E r<7 y - 3°z - '-. a I D x rr1 7d � Cr1 z • o oo z , -1ZppCr a<v p r O O y �rm-0 , -11 r r'rl € I ==moo00 C17 Z 11 — �Z z r- • _ f. m rl N O ' E ' 00 r Z ..,,,, . , .\-\\:: 1 I— a x . • •I J '^` `e E "1 ■ tT -4CI I I a _ SEE SHEET C1.3 FOR CONTINUATION ! 1 MATCH LINE STA 48+50(NW 13TH ST) i • w .6 A—_; _,__—ter — ® 7 V I LI I m ro m < >pa 5 —Im re •a 'v z P17_� 1 p x l '>rri �a z p o tn 0 n s , x - _ = _ J 2 5 s 5 $/ -i m a y" _ z " - _ 8d P7. - ' ' m p i ii ui a Pqi! m s / / kit 4 • T J U1.2 05-02-23 22-16 N ci\. VERIFY SCALES PREPARED BY. PFr- UTILITIES PLAN .... Mk IS A Sumner Engineering&Consultin Inc MALLARD LANDING uNURIOINN.nknwlNc � 9' HOLIDAY BUILDERS. INC. _ • - vAgnculMe,Civil,Land&Water Resouroes SHEET — Z• - 410NW2ndStreet 1 •O � II IS UNI I/O ON Okeechobee.Flonda 34972 .(�• �� z �'� nlssurrl nnnrSl 2293 W.EAU GALLIE BLVC OKEECHOBEE.FL .:�LrsncrnRUIN�;I.1 Ph.R63_763A474 ..sent,,M SUMNER P `�� Certificate of Authorization No 320'. MELBOURNE.FL.32935 �' `dase'O.55403y� I /R••p '/''�/11 1 1 1►1*`\\\\\ SEE SHEET C 1.2 FOR CONTINUATION MATCH LINE STA 48+50(NW 13TH ST) _ I r Ilah....... J L____...._ •NW5THAVE _ -FM - (70 KOW) FM1 —I M I M - --�'•. _ —_ .. I 1 NM -(if .V'i Z'-I F I ^rr 1 Pi ___-- _ r....._..._____.. i; OT9 Z-nr m Z 0 0 • o 1 -,m =m I I i<90 �r Xr . mms O O r0 �> - m> Sr ..m ! y m -0 0 O -s Y r Z ,n m Y • s =O r I m 1 m C - I I z-I 72 s In 1 > In a , -I g r ' 1 �T . • m s1 II cr, 1 - Cl In • . I O . I 1 C N N VI C11 0- . I D n I g00z -1> '> O y=tp n 7 JFr_o I I . I O=x3 II '' ,i`y O > rl D � m ° ``1r" yi n Cn --- = -i I, I CC [�'1 Z A 2 I I r j s --I a mm °•>o a z N 1 r [t1 tT rim r^z x N Z a �o L y� 00 N to _. my I 8 'I =g I I aw II �0 1 a 1 a, x111 O O yy L F N 2 .-.1N p I I i iz • `^' C o I i i 2I I D mFz D O �" • • 1,- 1.---- -‘,- .__ _,--- ___=-&111*.p,,, \•••.. %..--..-...- t--i L, tvgi GC SS NW 3 D AVE sc :;- N (70'ROW) - _ � \ <� O Y<•op ^ ^m0 Y O 2Y zf\ F%o o • ; hik.\ Fn z H _ 0 I I 1 I / . ,„ c < . .1} i 2 8 idou 1H1i , ___, , 41 $41 1`a _. ! m A A a Y ni A r r 3 -.1 m / apWi liq �, m m pa O O o :i a m r_ m o li — Z § 1 9! m m 3 m m m n n rn - 0 2 z m- - t i 1= ysIIII � $ 7o z m c_ IJ O -, tm _ z m i -I / - ...`- '�o,m., 832 ,�-„ O C7 S S n 'i C = T C c. In 0 pail ..i r A Y > m m m �- !' �' m 7 'Xi R� @ p 11 p m ! m m 3 3 > i "" m Y i g - pP m Y i 7e 7e > > r r -o -i z -ri ,F, oaf-G \.\tllllltlll ,� 7 7 r_ * 72 • . 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