Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
23-5862
5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 SITE-00586 Issue Date: 03/ REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, MMIM��� accordance with City Codes and Ordinances. N6'OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE IT OFFIC THOUT APPROVED INSPECTION r : 1 S "r is I i ,M • i n � I • 1 y �i 1 rp. d� i • r . �I DRAWING TITLE SHEET NEI& COVER SHEET 1 EX. CQND,/DEMO. cSc SOIL EROSION CUNTROL PLAN 2-3 TREE INVENTORY PLAN 4 TREE 'INVENTORY REPORT 5 SITE PLAN 6-7 PAVING, GRADING, BSc DRAINAGE PLAN, 6-9 PAVING, GRADING., DRAINAGE PROFILE SECTIONS 10 UTILITY PLAN I 1 LANDSCAPE PLAN 12 CONSTRUCTION DETAILS 13 SPECIFICATIONS 14 3 9 74 IN, E N w 1 08/26/22 UPDATE INFOMA.TION & SHEET NUMBERS REV.# DATE REVISION XC BY. l a LCl CAT/LiN MAP PREPARED FOR JAMES R TRLJEX, INC. 15 7 1 5 S ER EN G ETI E L VD, SPRING 346 (S 13) 340Aw S? AZ 2 6 I, CHRISTOPHER A. CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND/OR CONSTRUCTION PLANS" TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. 1 UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT"S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF. THESE SUBMITTED PLANS. �i�il�on�n,a n ■n�nno,�rrwrrrwaaiiirrr�a�,rr� i CHRI<A,!,CHIN,,*E. 84365 .17 Lm 11MAU WORK ORDER NO. 12021-225 DATE: AUGUST 23, 2022 SCALE: N.T.S. SHEET NO. 1 OF 14 i 01 n I 9 LEGEND S. SET . F. FOUND I.R. IRON ROD I.P. IRON PIPE N&D NAIL be DISK C.M. CONCRETE MONUMENT AA) MEASUREMENT AFIIELD A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD BSL BUILDING SETBACK LINE C CHORD (C) CALCULATED CB CATCH BASIN CBW CONCRETE BLOCK WALL CHS . CHORD BEARING t CENTERUNE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (0) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DHW DESIGN HIGH WATER DLW DESIGN LOW WATER EL ELEVATION EMP. EMPLOYEES FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER GV GATE VALVE GW GUY WIRE INV. INVERT . LF LINEAR FEET L.FE LOWEST FLOOR ELEVATION LP LIGHT POLE (MAS MEASUED MASONRY ASONRYY MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA NGVD NATIONAL GEODETIC VERTICAL DATUM 0/H OVERHEAD WIRES O.R. OFFICIAL RECORD . PB PLAT BOOK PG PAGE/PAGES POB POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE R/W RIGHT-OF-WAY SAN SANITARY SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEEr SHW SEASONAL HIGH WATER TBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WF WOOD FENCE ATER METER =•° .. %, ASPHALT BRICK a. CONCRETE SYMBOL LEGEND -) TAKEN FROM SURVEYOR) .-. BACK FLOW PREVENTION DEVICE ® BOLLARD © CABLE TV BOX ® CLEANOUT ® CONCRETE LIGHT. POLE ■ CONCRETE MONUMENT (FOUND) CROSS WALK POLE CYPRESS ® ELECTRIC BOX El E ELECTRIC METER ® ELECTRIC TRANSFORMER x000 ELEVATION xp x p. ELEVATION RlttiK CURB EDGE OF PAVEMENT x x�j BACK OF CURB FLOW LINE ELEVATION EDGE OF PAVEMENT ELM A FIRE HYDRANT O9 GAS MARKER POST A GAS VALVE ® GRATE INLET GUY WIRE ANCHOR HANDICAP PARKING SPACE 0 IRON PIPE (FOUND) IRON ROD (FOUND) 0 IRON ROD (SET) e IRRIGATION CONTROL VALVE LIGHT POLE A MAPLE TREE * MISCELLANEOUS TREE 0 NAIL AND DISK (SET) ® MAIL do DISK (FOUND) 0 OAK TREE PALM TREE. (b PARKING SPACES PINE TREE CO-) POWER/UTILITY WOOD POLE M RECLAIMED WATER METER A RECLAIMED WATER VALVE O RED MAPLE . @ SANITARY MANHOLE SANITARY SEWER CLEANOUT -i SIGN STORM SEWER MANHOLE ® TELEPHONE PEDESTAL •* TEMPORARY BENCHMARK . @I TRAFFIC SIGNAL JUNCTION BOX ® WATER METER A WATER VALVE X X-CUT (FOUND) YARD DRAIN PROPOSED LEGEND s•+w DIRECTION OF FLOW ti ,�1 EXISTING ELEVATION + • ELEVATIONS ARE BASED ON NAVD-88 APPROPOSED ELEVATION 8.87XX ELEVATION AT TOP OF FEATURE 8.37XX ELEVATION AT BOTTOM OF FEATURE GRADING SUEBXES, BW = BOTTOM OF WALL EP = EDGE OF PAVEMENT . G =GROUND HP = HIGH POINT ME or MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP = MATCH EXISTING EP TC = TOP OF CURB TS TOP OF SIDEWALK TW = TOP OF WALL - 0 6' CHAIN LINK FENCE - - -SILT FENCE -x -TREE BARRICADE 0 NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE ��.��. r.rrr nr�ri rrr. 3'Min : Construction _ 1.W Site Entrance Paved Street . I . -4-41-� w 5 3 ope or Flattu 1.0' . ; <. CROSS SECTION ,= Op 40' so' s : ll -- IMMA .. Paved Street , £, Construction » , moel w a- Site Entrance SCALE: 1 = 40 .; s' .Gravel v' TOP ISOMETRIC VIEW TEMPORARY EROSION CONTROL GRAVEL INTERCEPTOR BERM 11 N.T.S. I I # 'zYIH'LLS C�JLC�s ?O v�F'tiY LAB D ? 15 RADIUS AROUND ON -SITE" GOPHER C 5 TORTPISE HOLE TU REMAIN UNDISTURBED ;) I Z P,L4 RH'LLS o0 l �, 4 Il �3.93 GOPHER � bP, � , LANDS FN&D F� f UR 1 1 Ktti I u;) 'PLS 2763' o� o' ". , HO..c w _ i S89"4,3'44"E(F) 64�.45'(F) ri '1 7 NY )_ - )"(��r I I rk� rz � I ii, � I . _ ...__= ..... ...._ x # _ e•r- =?---L-u.r f _ _ - e+rk ...,.._�.,.aw ___._.... __.. t; _ 41 .0 R 2763' f\ Qf . I . -4 314.8' o?^�� - "__ k t ' . � ° I 12A o �o" `� �. EX. SHEDS &. ACCOMPANYING � �, � �* {� �. B-1 �� I I> e 12 'I'RUCTURES BE REMOY I ( P.) a 4 , �� N , • Q �� 1 7 314.1 � . 62 , 295:0' . E3 , 10'X14.2' NOTE: _ EX. TEES TO : BE SHED �, I . tl 1 ,� + . > ALL IMPERVIOUS AREAS ARE TO BE 3yto� �� STE , 9 4' U� p REMOVED (TYP.) 'UNE D DECK �, SWEPT DAILY, OR AS REQUIRED, TO �° PREVENT OFF -SITE TRACKING OF �� �� . �� ,�� q � ') �t, .N el, . DEBRIS UNTIL ALL SITE °�' .�°x< g + • � x x � .. p, ll ' • � �, IMPROVEMENTS ARE COMPLETE. '' CONST. TREE BARRICADE, SEE, . - . V i � X �• . f DETAIL ON THIS SHEET (TYP.) .ii� . . m m to 5. 4� 5" .)(s" a• `° EX.�SEPTIC TANKS TO. BE ABANDONED IN DRI-1/HA-5 - �F EX. BRICK TO PLACE PER HEALTH "DEPT. REQUIREMENTS - I It,. 10� 16 M CO N . ... BE REMOVED (TYP.) (CONTR2ACTOR TO VERIFY LOCATION) . EX. TRAILER TO 1, � R = iP4 � , g _ BE REMOVED 1*5 {TYP.) �` A � � . . � • . rA . IV1 257.5' 372.2' ` *4� . CONST. SILT FENCE PRIOR TO � �r� N '�`'' w16 1. 5. �$- BEGINNING ANY SITE IMPROVEMENT o i ti � ,� AND MAINTAIN IT UNTIL ALL fo 3 r 1 - � R 1 A - �,,, ti- y1 � � � _, x I b - Cy 3 IMPROVEMENTS ARE COMPLETE, pp cc� m SEE CITY OF ZEPHYRHILLS DETAIL ` o EX. DIRT ROAD TO �� N N a PAR G L r1b 4� IP ON SHEET 13 (TYP.)' 8E REMOVED (TYP.) EX. CONC. TO E11..- N RICK �EX: GRAVEL &ASPH. TO;�o�n . -i �, _ BE REMOVED (fiYP.) . 10,• � BE9 REMOVED (TYP.) _ EX.. GATE TO �� ����z,p;i f# �,� W PLACE TEMPORARY EROSION CONTROL i . . x ,\. -' I Cs WELL TO BE ABANDONED BY A FLORIDA HA-4 n BE REMOVED I� -4 GRAVEL INTERCEPTOR BERM AT . . ' 159' 40 LICENSED WATER WELL CONTRACTOR IN , B-2 11 262.7 3$7.1 _ 1 83.' . 5'7.�� ACCORDANCE WITH RULE 4OD-3.531(2), F.A.C. ` :� '" e - CONSTRUCTION ENTRANCE PRIOR TO =. �� A. e� BEGINNING ANY SITE IMPROVEMENT 8- IL � o ® (WELL ABANDONMENT PERMIT BY OTHEi� ° �' a '" M AND MAINTAIN !T UNTIL ALL r�m'.�. EOD �, _ - U IMPROVEMENTS ARE COMPLETE, SEE - � DIRT DRNE � ��` , lb -LINE • �h �, _ EX. ASPHALT . TO + , �a DETAIL ON THIS SHEET') QD a�� BE REMOVED (TYPE. x - r . li. 3, W )0* . )e . _ 11 . . -i )W EX. CAR PORT TO �,, e�' � 411 41* k' 0 co 1 EX. SHED & ASPH. TO li;�: _ � I'llr � ME .. BE REMOVED TYP, Is s . . rK 1 l/ >1 , r �, � BE REMOVED (TYP.) 4 O . -3't -_ �, ° �- 1 ,�� � A� -227.9 � - � . I i ` ' �.. 12. p 1• t.�lw_P?i'I RFllL_- COI_Cjf�' Oo � 2 - i OY .. ., � � �� � . h t i 228.1 p . CV U j ..V p {{ f �' _ - - _ _ 2.A N - mot• . 4 4 ----�- - -• . I E- X 1u _ I r I.I '.,� I ( , 1�3_CV M .7 tV %t) _ » - rc. ' 9� N F.. 4. f • :11 . � , � � � 1+ J1 i �. �� I - ,� t. 6'CLFS89�44 02 _ ' �' � �I i - __.._:. "`" F- z I %T � ..t MI6- 7» 1s- or7' ^9 , its• a7' 2" 3' EX. FENCE TO BE r `., . 7�� ` - - I 1°"; �°iC i'ov- �,� , �t, FCIR 5/8 I / " REMOVED (TYP.) L . "PLS 2763" FCIR 5 8 I . _- - - "PLS 2763" I 1 "' ::: '--• :� . ". � __l: - , -, : r .:` a >_ I t i : ai :'" �yixi ` .-a ai .ta ��?•.... i ':i { .ti -.,_+' ' _ 4 _ SF Ya 7' - . n� Ii y�X �k E .. _ .a, _ 1" •;s - X, ......____., . - .,.. .. .� .>'" <`y f,Y 4, Vt; 3= # . . t ,�. _ - 1r ...-_.._.. . _..�_ ....... _ . . __.____-..x--• �--:r _,_,_�. _.__.� . `-.- .. 3 I �# � P . *o PARCEL 2 _��. _.�_ _ _ _.�._ __ _ _ ._-____-_._____ .. _ C _._ _.._..__ , + y EX. ASPHALT MILLING # � _.-, ,- . �_._ ._. _ _ - I 4 i �c, ZO 4 AE I I TO BE REMOVED (TYP.) { ) . .� a � tEL 11 ;FEE- , I ZE•PH` RHIL#_S _LONE COMP NY E ND: PROJECT AREA TYP. . . I � � I k ; i i � _ k• PROPERTY LINE {/TYP.' _ X _ `��, �. - _ .- . _ S- . �� - >r� z _. Ici i ..7•' :•;s - .:•"" i" +. �,a �.":`"'' •••K _ .h - -a•-• • •>-,�,:•.�---ems:,, .^•�1. +�; +ayu..: `•.'a .•� s.. :N,-' ,��? ' 3: r: y:--4-1-o'�••.+a •Y i # I q• y. :y • •' ••:..s ri t, .:?«••'Y_':-•r ''Z_....- : -+ex_ -K: .+. � ,..a .. �., _ Y I # 2 : I 1: G:.:i •• • t......-ary..J-+.}'i'C- •..: °'�•. X,:.++ ,;. x •`x :-Uy'•_-C„ _:4. -•f'u- � Sw • .. ._ `: 4 «-.'.+. r"'s.. - I_ � ws`_-:_•'""� 3'�--' • � _ i f :'Si '-: . •'a a. - Si w f,r ns „- ..�,Y-" - •'.� :..tr- _ y ;-�,"t. "A� f L7 _ . ii . , - -a:__ >yo_ s., - k'_.. �~ y .-.•i `r :•;:- ,. `"+M ��•J: +�- `h: ro'._ _-r - sa "�.�.ao _ w i Q. # I ,�. • ;•. • "- • - •i - ,,..,�a-d;v •, a • „- :,� . _ a •�� G• �' ' . .•'-'as.` - • - : .=,Y ..+,.ram `a s _ .• ~• r 4h. ��4, X :`4•,%.a: .r".. '-t • t t.a �. : •.. =•7.. +%.. `+:'' :i,..:`% •. f...i- -�: +. r-. v r• -c %f. ... :� X_ ai? ..+�• - e A-,.ra_ by ~ :s_•_i•+- 'i'-`; I - - •.:. -t- .�.. r6 a. •- -a.?... y. •1 r ti,: .-+�r.0 _ s•..---•,,. �a'� •w:b-�•S: _ �•i ""_ r �• .a+ ...a ri° I I �.. n_-- to ii •c T ----:_•rs'_ •.,.K ' Via- - }: a%• ri . +.� `v - _w.-.'C: . +. `:.iP•�a.`:= t+� = • «- i t*3 -'a ...a... c: "-. ♦ N� ;, ..a ati is : } .. ,v.• 's. :1, a. ti - :"r� 44 i_, s .....'... •v. .. . Y• a` as . _.a7-- ? � . -•.^ :,; •y-: w.= .rt._ ..• - x s, a : t j,_,... __ •_.c•- ry.'"t '„n .sti•.-ti- -raw •.v'k. .i `4.- _t `s Y•�1•. .e+-: •+.. •., a .�+-!•4-:~a.- -fr^- __ ram _ _ I nE i° :-,--'•C''• '.r:- .-=.a. _C : . a . . -f-'-- ems. "` _a -- 7, ... - ar` a• 1 �,: •c'-:: •C•' _ �. -.•.7 =•J-Y:+ .,_ ...: �...=::ti y. 7� ..Rv»+C.-'." •e a.. •,�j, :...Yti •-L. �.. •^'..`; i.'•�."�-`'j`- +e •,,twr si'.. •-r _ ,:`:.,..'':t.:'a .:a'-.'�-.'•i:• - -..v a: I . . r= ,t ' y ' }. .-•.f . a';.I». - - - a •ram,.: a:a. .r :-?x..v _ �.n, -,,a. �. x ....- ~",,.a' ,••_s...-fir. - p4"b'r• } I. QjI s : iftr :r : v .x. t-. Z ••- -• --:, - : •s-•.s<• = , r �. s. . ,LV +- •.- •a - • a ••*i - r •» E # - I s+ aka 1 ::.='�: '4:�<` _a�=^ : - ti•M• t rf ,., r= t` ,- r " i F ...'a' .s... .s 13.--,..=:.�w a.. a.s_a- :� 3fi.,3= b :,• -•�: ..:--'!i ••. 3. _ .ems 'ti. Y.-3 I � • %3 L'�,,,'; y':•r`•1•"} 1 - - :•, �. t y+rr _ �.•# •_, .' :. s: ..«...::_p. �g� ~ P. _a+ �� . c . L -s .:. -- 3 Sg :. _z-.- ``•. - '..I - -� - . _ • PLACE TEMPO A Y-'fR `O ON 'CONT --OL AV , I . .- r Cl. .:_ i--i.=;..;.:.ate .. Ya •'••.. _ .. _ ._ ,. - o. ,'t .4?` I • -INTERCEPTOR BERM A.T CO)N•STR`U0(d , ENTRANCE �, ; , _ , = �. `:__:. - .=PRIOR =T0-.-BEGINNING ANY -SIT E-410PROVE-MENT-AND- - `, f ; I I �> ,> .==� .- . Itil INTAIN I l�'f�UNTIL--'ALL I OVE-M_ ENTS- A{iy�/� � - :w 'b# as � •-`: % :a - x� COMPLI=TE 'SEE DE�i4IL,.(#` I = `I HIS, �SIiEET. -, •_ 11 -"II t o px 'Sw iI J i _ ' _ " ^ , f -- - I. . , a, , , . s� . w " . . 41' .. _ � zs . t . f 3r . # I - --... " : . __ I I' # - . - : w. , . d SEE SHEET 3 { f } a. ,.-s . = . - .-• : `" .: y . . SEE SHEET 3 MATCH LINE - 11 ^ ^ `..SAW 43 MA NE _ CUT`` EX...-ASPHAvLT. -MILLING FOR -" .- =_�." "V r ,, • �� I} 5 0 I'. . . EXISTING EN FROM A BOUNDARYC& TOPQGRA HICONDITIONS, AS SUR SURVEY DEPICTED,P EPAa. EDWERE KBY DEUEL & ASSOCIATES, LB #107. DATE OF FIELD SURVEY:01/11/2022, AND A BOUNDARY &TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. 1 m DESIGN: o DRAWN: C 1 08/26/22 PER SWFWMD COMMENTS XC REV. . DATE I REVISION I BY ' CHECKED: r° `I ,_, , _ N =' ," UT[LRTY _. _ C:O.N'STRI1C .& RESm.TORE. ==w - Y" ... - _ 11 .t',. ..c. ,) IE v AF I I; >. :.. .m - .. # .M. •, _ :. :. ,ION s• - ; °• ' ti %a-s, " I, . i a ;ice I' ti..1.. i, i `". t __ _ _, _ _ __. f. • EX. FUEL TA KS TO B � 'S _ _ :._ . 1M... . _ -. :.. a : _ NOTE• w . ; II I f : II # lam 'NE RELOCATED BY OTHER# . , • - - - ALL. I+IPERIOI .AREAS Ai1:E_ �f0 8E (( j`j ..- E �f 3' 3 k .f. a43 .. - ...,. .. -.... _. . .. _ - .. - r, a;II-fF I - ii seI #" I f .�I 11 CS11 CALL 81V1 SUNSHINE STATE ONE CALL OF FLORIDA www. callsunshfne. corn (800) 432--4770 I MIN. 2 FULL BUSINESS DAYS L BEFORE YOU EXCAVATE) LOCATION MAP N.T.S. SURVEYOR'S REPORT OF PARCEL 1 (PARTIAL): 1. BEARINGS ARE BASED ON THE WEST LINE OF TRACT 11, SAID BEARING BEING NOT05'42"E, 4. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE ASSUMED BASED UPON VISIBLE SURFACE EVIDENCE. 6. THIS SURVEY IS NOT INTENDED To SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONE "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP (FIRM) 12101 CO457F, COMMUNITY NUMBER 120230, EFFECTIVE DATE 9/26/2014. DEUEL & ASSOCIATES AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. ELEVATIONS ON FIRM ARE BASED QN NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR. THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (EIS) REPORT". THE FIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. FLOOD ZONE LIMITS AND LIMIT OF MODERATE WAVE ACTION SHOWN HEREON, IF ANY, WERE SCALED FROM SAID MAP AND ARE APPROXIMATE ONLY. 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO DEUEL & ASSOCIATES AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICT30NS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 10. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND OTHER MATTERS OF RECORD. 11. ELEVATIONS ARE BASED ON NGS BENCHMARK U 682 (PID# DK5509) HAVING AN ELEVATION OF 83.55 FEET NORTH AMERICAN VERTICAL DATUM OF,"1:988 (NAVD 88). , 12. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON -PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND "SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES, THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF. LOCATED FROM A DIFFERENT DIRECTION. ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN. - 13. INFORMATION FOR ADJOINING PROPERTIES WAS OBTAINED FROM PASCO COUNTY PROPERTY APPRAISERS WEB SITE AT WWW.PASCOPA.COM ON 12/21 /2021. 15. THIS SURVEY IS BASED ON THE U.S. SURVEY FOOT. 16. THE SUBJECT PARCEL CONTAINS 213,732 SQUARE FEET, (4.907 ACRE) MORE OR LESS. 17. A BOUNDARY SURVEY PREPARED BY BOBBY W. SIMMONS, JOB NUMBER: 2019-116, DATED: 11-04-2019, WAS USED IN THE PREPARATION OF THIS SURREY. PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES TO PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE. PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION AND CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE BARRICADED AREA. FIG. A 1. TREES - TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPLINE, EXCEPT WHERE LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLINE. 2. THE DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL- LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND (FIG. A.) . RAPPIPP CPF('IFIt'An0WCZ FOP "IPPP'C• FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2'x2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1"x4" LUMBER; OR UPRIGHT STAKES SPACED AT 5' INTERVALS OF NO LESS 2"x2" LUMBER CONNECTED BY SILT SCREEN FABRIC(FIC. B.) 2. NATURAL AREAS - TO RESTRICT ACCESS INTO AREAS WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE NOT AUTHORIZED, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT IS PLACED ALONG THE PERIMETER OF SUCH AREAS. BARRIER SPECIFICATIONS FOR NATURAL AREAS: UPRIGHT STAKES OF NO LESS THAN 2"x2" LUMBER SPACED NO MORE THAN 25 APART AND CONNECTED BY TWINE FLAGGED WITH PLASTIC SURVEYING TAPE AT REGULAR INTERVALS OF 5-10' (FIG. C). F7G. B OTHER METHODS OF DEMARCATION WILL BE CONSIDERED DEPENDING UPON THE CHARACTERISTICS OF THE SITE. FIG. C i I. CHRISTOPHER A CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL XC 565 SOUTH HERCULES AVENUE ,& F TITL CAI1 y C ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT SSOCIATES CLEARWATER, FL 33764 THE ABOVE PROJECTS SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY XC EUE 1 I ` l PHONE 727.822.41 61 ,� /�%J� KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA a VPA W.DEUELENGINE RING COM -- �' . I ' `" .x . & ly -Z I �ID SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED E STANDARDS. I UNDERSTAND THAT TT IS MY RESPONSIBILITY AS THE PROJECT'S "� PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE A SEPI COMPANY LICENSED BUSINESS NUMBER 8423 CD.N.7.R06 _pz VuBmmw PLANs. CAC -- ZEPHYRHILLS FLORIDAFLOR(DA _ _ WHY A BARRIER 1. TO PROTECT ALL ABOVE GROUND PORTIONS OF TREES AND OTHER SIGNIFICANT VEGETATION FROM MECHANICAL DAMAGE. 2. TO PROTECT ROOT SYSTEMS FROM COMPACTION. 3. TO PROVIDE AWARENESS OF PROTECTED AREAS TO EQUIPMENT OPERATORS. WHY IT WORKS A TREE'S CHANCE FOR SURVIVAL IS GREATLY ENHANCED IF NO CONSTRUCTION MATERIAL, HEAVY EQUIPMENT OR STOCKPILING OF SOIL IS ALLOWED INSIDE THE BARRIER; ONLY HAND LABOR. TREE BARRICADE DETAIL , %,,, � ',, f N.T.S. r \y C a ,- WORK ORDER NO. 2021--225 ° { DATE: AUGUST 23, 2022 `.�"". `-"�� R �, SCALE: 1 �_ 40, ti a .ram t .. '[., ;) Y. , .,i CHRISTC P-, A, C�fi ;,',P.E. 84365 SHEET NO. 2 OF 14 t LEGEND S. SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N&D NAIL .& DISK C.M. CONCRETE MONUMENT AA) MEASUREMENT MSC A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD BSL BUILDING SETBACK LINE C CHORD (C) CALCULATED CCBB CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING e CENTERLINE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (D) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DHW DESIGN HIGH WATER DLW DESIGN LOW WATER EL. ELEVATION EMP. EMPLOYEES FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAY GAS VALVE GM GAS METER GV GATE VALVE GIN GUY WIRE INV. INVERT LF LINEAR FEET LFE LOWEST FLOOR ELEVATION LP LIGHT POLE (M)S MEASURED MASONRY MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA NGVD NATIONAL. GEODETIC VERTICAL DATUM O/H OVERHEAD WIRES O.R. OFFICIAL RECORD PB PLAT BOOK PG PAGE/PAGES POB POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE R/W RIGHT-OF-WAY . SAN SANITARY SCO SANITARY CLEAN -OUT SEC, SECTION SF SQUARE FEET SHW SEASONAL. HIGH WATER IBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WF WOOD FENCE ATER METER ASPHALT BRICK '° e' CONCRETE SYMBOL LEGEND TAKEN FROM SURVEYOR) BACK FLOW PREVENTION DEVICE ® BOLLARD © CABLE TV BOX CLEANOUT ® CONCRETE LIGHT POLE ■ CONCRETE MONUMENT (FOUND) CROSS WALK POLE CYPRESS ® ELECTRIC BOX ELECTRIC METER ELECTRIC TRANSFORMER X0,00 ELEVATION Xp X 0• EL fVATION �CK OF CURE EDGE OF PAVEMENT X X BACK OF CURB FLOW LINE ELEVATION EDGE OF PAVEMENT EL M FIRE HYDRANT og GAS MARKER POST GAS VALVE ® GRATE INLET GUY WIRE ANCHOR HANDICAP PARKING SPACE V" IRON PIPE (FOUND) IRON ROD (FOUND) 0 IRON ROD (SET) IRRIGATION CONTROL VALVE LIGHT POLE �O MAPLE TREE MISCELLANEOUS TREE 0 NAIL AND DISK (SET) Q NAIL do DISK (FOUND) OAK.TREE PALM TREE PARKING SPACES PINE TREE CO., POWER/UTILLTY WOOD POLE ® RECLAIMED WATER METER RECLAMED WATER VALVE O RED MAPLE O SANITARY MANHOLE ® SANITARY SEWER CLEANOUT -e- SIGN STORM SEWER MANHOLE ® TELEPHONE PEDESTAL j TEMPORARY BENCHMARK TRAFFIC SIGNAL JUNCTION BOX ® WATER METER l! WATER VALVE X X-CUT (FOUND) YARD DRAIN PROPOSED LEGEND N' DIRECTION OF FLOW ,9' EXISTING ELEVATION } ' ELEVA71ONS ARE BASED ON NAVD-88 8.8 PROPOSED ELEVATION 8.87XX - ELEVATION AT TOP OF FEATURE 8.37XX + ELEVATION AT BOTTOM OF FEATURE GRADING SUFFIXES: BIN = BOTTOM OF WALL EP = EDGE OF PAVEMENT G = GROUND HP = HIGH POINT ME or MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP - MATCH EXISTING EP TC = TOP OF CURB TS = TOP OF SIDEWALK TW = TOP OF WALL -a - 6' CHAIN LINK FENCE SF - SILT FENCE - X -TREE BARRICADE O NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE MATCH LINE EX. FUEL T RELOCATED EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01 /11 /2022, AND A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. DESIGN: XC DRAWN: XC 1 08/26/22 PER SWFWMD COMMENTS XC REV.# DATE REVISION BY CHECKED: CAC SURVEYOR'S REPORT OF PARCEL 2 (PARTIAL): 1. BEARINGS ARE BASED ON THE WEST LINE OF TRACT 22 AND 27, SAID BEARING BEING N00'05'29"E, 4. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND `UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE ASSUMED BASED UPON VISIBLE SURFACE EVIDENCE. Biter Fabric 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS' OR ENVIRONMENTALLY SENSITIVE AREAS. Micah 7l - or Equal 7. THE SITE APPEARS TO BE IN FLOOD ZONE "X", ZONE AE (EL 79 FEET, 80 FEET AND 'EL 80:1), ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP (F1RM) 12101CO457F, COMMUNITY NUMBER 120235, EFFECTIVE DATE 9/26/2014. DEUEL & ASSOCIATES AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. ELEVATIONS ON FIRM ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 . (NAVD _ 88). THE AUTHOR OF THE MAP, ,THE FEDERAL "EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER ,� SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR. USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT Grote BASE FLOOD ELEVATIONS (BFEs) SHOWN. REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE Runoff Lay Filter Fabric FLOOD INSURANCE STUDY FIS REPORT". THE FIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. FLOOD ZONE LIMITS AND LIMIT OF MODERATE WAVE ACTION SHOWN 'HEREON, .IF ANY, Catchbosin Runoff Over Opening and ( -� RepIacerGrate to Hold WERE SCALED FROM SAID MAP AND ARE APPROXIMATE ONLY. Fabric In Place. 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO DEUEL & ASSOCIATES AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF. ANY PUBLIC RECORDS. FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE .MAY BE ADDITIONAL RESTRICTIONS. THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. Cotchbasin Shall be Filter Cleaned After Construction Fabric 10. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND OTHER MATTERS. OF. RECORD: Fabric Will To Remove any Sift that Catch all Sift May Have Built UP During 11. ELEVATIONS ARE BASED ON NGS BENCHMARK U 682 (PID# DK5509) HAVING AN ELEVATION OF 83.55 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). and Debris, Construction• Should Be Cleaned 12. TREES 4' IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND . APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON -PROTECTED SPECIES (INCLUDING Periodically. ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE. IRREGULAR IN SIZE AND SHAPE. :EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAYBE DIFFERENT IF LOCATED .FROM A DIFFERENT DIRECTION: ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, FILTER FABRIC IN CATCHBASIN 13. INFORMATION FOR ADJOINING PROPERTIES WAS OBTAINED FROM PINEUAS COUNTY PROPERTY APPRAISERS WEB SITE AT WWWPASCOPA COM ON 5/23/2022. NI5 15. THIS SURVEY IS BASED ON THE U.S. SURVEY FOOT. 16. THE SUBJECT PARCEL CONTAINS 796,098.9 SQUARE FEET, (18.28 ACRE) MORE OR LESS. TO° OF SING r >Yf)LUE1, TFWV" EL 81,61 _j 1j I i`..PHYRHILLS UNItiW;I' A;. AEPORT ; ODDS"i'f�€Ai_ `RK z Sl_ aL.0"K ATRAM" 38 } rr P8 3s6 r'G 45 CO � 565 SOUTH HERCULES AVENUE SSOCIATES C PHONE 727 822.4151 WWW.DEUEL..ENGiNEERING.COM A SEPI COMPANY LICENSED BUSINESS NUMBER 8423 ! r CAW= YOU y CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA www.callsunshlne.com (800) 432-4770 MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE - LOCATION MAP N.T-S. ' t80.1 � X' ... GRTI II�Ii:F r ✓ A�? lr'' 1 TOP EL 79,08 X_ __ ����,.. __ _..__ _. _ .,.__ _ �% ✓fry } BOTTOM 74,5 I f ; (FULL OF WATE3� f: m x y`v l- `` -\ t. �.....:�-^-^TM,,.'.. Eft n; 7J. �0 oo DEL 9 �=E:ET) / l ��. �1 , III v • - �xr�,v x £u 741 -?- -2 x4a ! £`OI�I£...13 3 ; zc w` E-xL G ,4J 1 - ,.•iw. fx 'L�ry - e Ia w Wes"7X .75 HT-2G� 1apR r i 1riV !. 4 7 f,�+<& �IOX FULL OF WATER 4 BOTTOMIri<c EL 74,4,5 J 1IT �1 '�'i - _'„tea.__-- v1• x x x V' ,545.13 SF ; „I trj €It :b .his i4i �'_ % t CONST. TEMPORARY 'SEDIMENT ,TRAPS AT INLETS AND MAINTAIN THEM UNTIL ALL T " d I m SITE IMPROVEMENTS ARC`>GOMPLETE SEE x�' 7 ;{i.,�,;33 : f e f t Wit: ✓ Y^ pl .a t/ f. DETAIL ON THIS SHEET:, �3g#;{MI'I U_, ....F 76 a ;(i 1 GRATE INLET •RI ''k ' TOP E,I_ �8. 2'�'?�C �dp,� � l�� f < � � I 3 +gyp •-\ n >-r 4s' C`e •.J' � :' .i't):. 1 �'jb. � Sib' (,p t(i1%3M 74.93 x x (Ft LL OF W:AATE " i Hf' / x WETt�r DELINEATION PER SWFWMD, KATY ZANDER, BOIUNOARY SHOWN IS CONSIDERED APPROXIMATE AND NOT FULLY FIELD VERIFIED IN ACCORDANCE { �' WITH 62-34, F.A.C. I T6,z<; I z v i 2Y e i 25' WETLAND BUFFER 1 .,� ♦ ,� X �" SETBACK LINE (TYP.) r �1 ' 110 " / 01 "^r.�.�,... 4 �v Ni P t�� � � �9' P�' rT t " - � , k;�i f 2 .-v { I�`: yy�� i [ j'1 FIR 5/8 ".. - «..........» .» _ X'"` ._ °^�,.•"�.y..•_.. ... �d ....._,,, ........,,..•,.._ _ �' ".»..,,.._... R'F t+, F .. "*.,, Xv °x_yt .; w fi iY-r z'3p° 'fJ''�3 :YYxtsw ` .�. -, l r <Sf y 3.„ ..,„..„... ..?-:G.... .».......• q"". ,tr'f.. : 4. :' :mot`? yi,€3« `"'� °q•,-.....,9. §,3.:: �' ..,R"i.,�• 4�1i P.- I j Y,'. '�.'...-�,` s ..- ° i`.r9. _., ._._,_3�•I ,c�."" 0'40"E(F46 34' I' ry ___ _ _ --•_;:31-'c:-�%,-,.�.................,.». ._:u�.':"°."�.F,.....,,...a. .......-,,.,.,_,...........,, t'_";�,� .. r- .._.... �.. .,._.,..e�.^1i..; _ __..... ,r?., r..:.t _, e^�a� yv. /�x Al");) I 7"-P PROJECT AREA (TYP.) 1JEUEL 107' FI 811,08 O ........ a._...._._"°S89`42'59"E P1 645.73' P1 -,_ ..... ' fir _ FR�EFALL AVENUE( ,F m "R: 7 (SEE SHEET 2) uy�Y% %T %%�J/ %%Y I. CHRISTOPHER A CHIN. HEREBY CERTIFY AS A LICENSED PROFESSIONAL WORK ORDER N0. 202 1 -225 l l Li lJ 1 CJ l .L Y E T ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT x /�%�1rli %� Hr��i �%� `rr/� %% ,�i hr�� r`�%/% THE ABOVE PRDJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY DATE: AUGUST 23, 2022 ,(1 . j Y L.�. l/-E fl o. C.� .V (,/.L °L.I Li l 4 �,V aC (/ SPECIFIEDD KNOWLEDGE, CITY MUNICIPALDORDINANCE, STATE ANDWILL MEET FEDERALESTABLISHED LICABLE DESIGN A Y �2 - STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECTS SCALE: 1'= - 40' COYVYR7 0 FLORIDA PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF 7HES£ ZEPHYRHILLS FLORIDA SUBMITTED PLANS. CHRISTOPHERf A : CHIN, P.E. 84365 SHEET N0. 3 OF 14 0 LEGEND S. SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N&D NAIL & DISK C.M. CONCRETE MONUMENT (AA) MEASUREMENT ARCS A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT BFPD BACK FLOW, PREVENTION DEVICE BOLL BOLLARD BSL BUILDING SETBACK LINE C CHORD QCALCULATED CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING s. CENTERUN£ CL.F CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (D) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DHW DESIGN HIGH WATER DLW DESIGN LOW WATER EL ELEVATION EMP. EMPLOYEES FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAY GAS VALVE GM GAS METER GV GATE VALVE GW GUY WIRE INV. INVERT LF LINEAR FEET L.FE LOWEST FLOOR El"AMON LP LIGHT POLE (M) MEASURED MAS MASONRY MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA . NGVD NATIONAL GEODETIC VERTICAL DATUM 0/H OVERHEAD WIRES O.R. OFFICIAL. RECORD PB PLAT BOOK PG PAGE/PAGES POB POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE R/Q���W�� WAY cRI`G,H/{T�-OO/F SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEET SHW SEASONAL HIGH WATER TBM TEMPORARY BENCHMARK Toe TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WF WOOD FENCE WM WATER METER PROPOSED LEGEND .N'ry DIRECTION OF FLOW 1 EXISTING ELEVATION + • ELEVATIONS ARE BASED ON NAVD-88 8.8 PROPOSED ELEVATION 8.87XX- ELEVATION AT TOP OF FEATURE 8.37X0j(ELEVATION AT BOTTOM OF FEATURE GRADING SUFFIXES: BW = BOTTOM OF WALL EP - EDGE. OF PAVEMENT G GROUND HP = HIGH POINT ME or MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP = MATCH EXISTING EP TC - TOP OF CURB TS - TOP OF SIDEWALK TW - TOP OF WALL -cl - 6' CHAIN LINK FENCE — — SILT FENCE — x —TREE BARRICADE NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM . A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01 /11 /2022, AND A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. DESIGN: XC DRAWN: XC 1 08/26/22 UPDATE TREE If;VENTORY PLAN XC REV.# DATE RE\ASION By CHECKED: CAC t t I FN&D "PLS 276�" X r /'F- - +-, 3' PROPERTY LINE (TYP.) FCIR 5/8" "PLS 2763" Q.0 ` 7J v e v le_� v 'E w vs R TILL ,- Col f)N COMPANY LANDS NDS TACT 6(P) SOV43'44"E(F) 645,45'(F) f �� ,. �„ e s r ; rT `• U f �w- I14.2'12'WOC10 DECK ' 41 01 CALL 81V.1 SUNSHINE STATE ONE CALL OF FLORIDA www collsunshlns.com (800) 432-4770 MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE S I COLONY COM AN t' LANDS C �; 1p'�t FCIR 5/8" ,P1,,S ,.27_637 ._____._. 8. 39 I 3 43 1. 5 38 42 Q 'ARCEL 1 „......,„„__...._..__.....�...�..>.,,.. �� � �.,......+.+-......«...«......................._..«.�_...,......__.._. _.__..........._«......_.._.... � Sal. �'.� ? �»..w...„...,......,„.,,n...^^^--^ ,. fir.. EP pj CQ 37 11 4 €emu l o 'Y p a N %a 9 (F) 645.47 v'E--� 4 FCIR 5/8" "PLS 2763" 'C INY t OIY PA 3 ,' " ( €" to =t s II (El 801.vi "EL 60. ! r-"ice i .._ ....... N.T.S. EUE 565 SOUTH HERGULES AVENUE CLEARWATER, FL 3$%+aA �%�j� %� jj%� %f�% llrL/ lJ _r_R C�f11 Y r 1, CHRISTOPHER A CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY WORK ORDER NO. 2021-225 C� '� � ' DA 6 E. AUGUST 23, 2022 . I € , , ,`, J - - p�LaN�27:82.4� - 71�''' INTI�1VT01i''�' KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN - CRTiERW L: " V1lW.W.DEUELENGINEERING.COM ..r�L14'1 SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT R IS MY RESPONSIBILITY AS THE PROJECT'S t + SCALE. 3 — 40 - A SEPI COMPANY LICENSED BUSINESS NUMBER 8423 ZEPHYRHILLS FLORIDA PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE suBMITTED PLANS. CHRISTOPHER A EP�HIN. P E' 8 Ls5 SHEET Iva. 4 OF 14 TREE INVENTORY PROVIDED BY: MAYBERRY TREE CONSULTING ARBORIST: JOHN FULLER, ISA #FL-9873A DATE: AUGUST 1, 2022 AtlayberryTreeGQnsulting-Tree)nYerltotyReport 8 A0" 35 live oak (Querctu virginiana) 35 Comirriehts: Tree Inventory 10? above radeisacodontiriantunionwithincludedhark;lihtnin sc'ir,5tormda. g g g. rRage; large scaffold Tree Inventory Report Comments: branch broken;girdling roots; crown density 30%; jive crown ratio 70, dteback 30%; compacted soil; low of NMI,Free fall Aye-.Zephyrhiils 1L.33SQ Drip line or Iroot is damaged; compacted soil; 9 above grade is a codominant union with I rid udedbark: crown enerlystructurally unsafe • recommend removal August 1, 2022 Tree If Size canopy Rod)us (it) Species Rating density 1.0." ; live clown ratio 90%; one-sided; 20%c. eback; broken scaffold branches, low energy, compacted soil; recommend removal 16 6" 3 IiV6 oak (Qt ercusvirginianaJ 10 Prepared For: Nlatt Steele, Heyl Truck Unes - - - 40311 Free Tait Avenue 1 12 0 unidentified dead (Unidentified dead) 0 9 1BI 10 live oak (Qie cus virginiana) 2 Comments: Zephyrhiils,F133542 mpsziydead, missingcnwa ; iowene. y: compacte 'so;t; reccm nerd removal Comments: Comments: Prepared By John Fuller, ConsultingArborist none; recommend removal Qtlorotic!eaves;tipdieback;stubsanddeadsvaoc%livecrownratio30%;crowndensity.5%;loweriergy; 17 1" 10 biceiaaoak (Quercusincona) 20 compacted soil; recommend removal 4031t Free Fall Avenue ISA Certified Arbwist#Fi-%73A 2 12" 10 bluejackoak (QuercusJncerna) 30 >P IS 10 blue)ackoak (Quercusincana) 10 cnmrr*nts: miss!ngcrou;crewndensit{S%;{ivecrowt rattol , decay; lowenergl;compactedsoil; remmmnd removal The following report is submitted by John Fuller, CnhsuitingArboristwith NlaybeeryTree Consulting, and Comments; Cornments- includes findings that ibelieye areaccusate based on my education, experience, and knowledge in the phototrophJc lean; live crown ratio 75916; crovin density35%; restricted Crown; chloroticfoliage; compacted chlor^tic leaves 10' above de is a calominant union; broken scaffold branches; live crown ratio M, live k• ! w� rw •'rr ion a} 1> 1L IT' S veoa, Q field ofArboricuiture.Wtyfindings.arebased onscientific research inthefieldof:Arborlwltum.All ratings soil;lowenergy;recommendremova# down density 5%; diebadr 40%;1wr energy; compacted soil; recommend removal ..rr.,o-:.3rr. . and observations were obtained and are valid on the date ofthe site visit: i have tr0 interest persprialiyor fina dallyinthispropertyairdIbelievemyreportisfactualandunbtased; 3 17, 0 unidentified dead (UnidentfFeddead) 0 Gemnsnzs: Tree Etrventory Overview 11 1_5 15 bluejackoak (Quertus incono) 35 phototrophiclean; miss Rgbark; dec; f+ missing crcvn; crowi density 5 <; lower;ergy, corn; ctcd soil; recommend removal Thistreeinventary-providesanoverallConditiontatingforallonsitetreesanclPalms�rorgreaterin - Comments: none; recommend removal Comirriems: photobwNc lean; cleback; crown dersj'tyW/-,, live crown ratio 90%; restricted canopy; one-sided; law 19 i3" 1f1 iirooak (Quercusvirg=.mmnc) 55 diameter at breast heiighi The overall condition ratings range. from 0 (a dead tree) to 1W (# specimen energy; compacted soil; recommend removal -.qu ytree).Atreerated50isanaveragetreethathassufficienthealhandstructuretowarrant - all, 4 31' 20 live oak (Quercusvirginiona) 60 consideration for preservation: A tree rated 49 is sf ightig belowaverage but omsionally canbe improved Corrin`ent _ with minor remedial maintenance if noted in the toe inventory.7rees tHatare rated 49ortess are 12 27, 20 live oak (Quercusvirginiana) 45 live crown 6CF,b: uovx; density 15%, dieback; stc-nr� damage; lorienergy;rompadedwil tecommendedfoeremovalardthecitymayrequiretheirremovalasatorditionoftfeY, lopment.Trees Comments,; Tat ove grade are scaffold branch removal scars; l0` above grade is a union with included bark; stubs and rated 76 and above are -high qual ity trees with good health.and.structural attrbut6s> The tree inventory deadwood;vovmdensity304o iivearovarratio709o,mmpaaedsoii,iowenergy.lfkeeping remove the Comments: 8' above grade is a codorninant union with included bark: sown density 3iP ;tow energy; compacted sal„ 20 I4" 10 bluejackoak (Quercusinarria) 10 ind udesspedficarboricultural terminology in the Comment section follow rig each tree rated 49 or lowest branch on the north side. recommend removal befoul The Notes following the tree inventory provides important information ragardi rig Cmmme,'tLs: recommendations made -in the inventory. The Tree DataSeitionthatfollows the notes provides a more 5 2(Y' 15 live oak (Quercus virginiana) 35 13 9` 5 live oak (Quo rus Virgin anal) 30 mostly dead; storm damage; low energy; compacted soli; recommend removal thorough explanation of the rating system and how individual trees are scored and evalmated: - -Comments: - Comments 21 22" 20 live oak (Querm's virginiana) 45 Outof 63 onsite trees;-40vere identified as belowa ratingof 50with 23 trees That had a rating of 50 or phototrophic lean; girdling roots; 2 dead scaffold branches; live crown ratio 25%; crown.density 301; nopY:suppresetlrznopy;tivecrovxtztio3C6; photalcaphrieback;lowmdrgy;,c3npacted greater. North of the ,•-urerdparking.area,l2trees were identified ashavingaradrgofWorhigher and internaldecay;lowenergy; Compacted soil; recommend removal . oil; 5ignifigM dmetratk; towgnergy, mrraraued soil; Comments: iivees iniha pa kings ea had of 50orhigher Trees with a ratingof 50akhigheraremrssitleied remrr mend removal aovm density 25%;13w omwri ratiof0%; icwerergy compacted soil; d eback 30/; 7 above grade is a protected and removal ofthemmay 7require mltigationpimanttoZept"llsOil, code §7-Q w4c). 5 13!` SS live oak (Querrusvirgintana) 25 mdominantunion;recommendremoval Trees located In the Current parking area are generally in better condition because they are receiving 14 18" IS five oak (Quercus vrrgiriana) 40 irrigation and are part.oftheextstinglandscaping. Comments: 22 16, 10 live oak (Quercxts virglnrana) 35 internal decay; low energy; live crown raticI mown dehsity.25%;recommend removal Comments: Thetree inventory field wurkwas aonduar'd on the date oifitis report The inventory of 63ansim: trees 10 above grade is a codominar t union w th included bark; live crown ratio 70 ; crown densi y CS6; l aw Comments: were tagged wth numbered alurninum, tags I through 63. A total of 14 offsite trees, identified as `9 7 N/A 0 live oak (Quercusvirgintana) 0. energy;Compacted soil, crown density 10%; storm damage; live crown ratio 50-/.; chlorcitic; loweriergy, compactedsoli; major through "N" in this inventory were located Wthfn25 feet pftheproperty were not tagged, and were not remrnrtrem removal diebaek of WA; recommend removal given condition ratings. The complete tree inventory is provided to the client:in the form of this Comments: document; and a portion of the site survey produced by your englineerthat has treoe number, ratings and none; recommend removal 15 5c, 30 live oak (Quercusvirginiana) 40 23 16" 3 bluejackoak (Qumusincono) 10 locations added by us. . Commerts: ... _.... missing bark., Internal deW, a] I epicorreicgrowth; missing crown; storm damage; crown.densitySX; live 31 8" 5 bluejackoak (Quercusincana) 43 38 31" 40 live oak fotrereusvirginiarca) 60 Comments; crown ratio 10%,loweneW,Compacted soil; recommend removal � - - Internal decay; conks; lowenergy;compacted soil; recommend removal Comments: Comments! �4 17, 5 bluejackoak (Quercisincana) 25 crowndensify25%; live crown ratio W.;diebadc2Q%;dtloroticfoliage; lowenergy;compacted soil; crown der4ity 50%, 7above grade is a coclonl9nant union with included bark; live crowriratio W,c; low 46 13. 15 b!ue)adoak (Quercusircana} 90 _ recommend removal energy; compacted soil - Comments: rrnmemv. 1S'abovegradeisacodominantunion;.lowenergy;compactedsoii;stormdamage;Crowndensity5%;live 32 28" 25 live oak (Quercusvirginiona) 55 39 29" 30 live oak (Quercusvirginiana) 55 internalde<.;stubs;leanir stormdamae-,.owener vaE Y �l g ,' gY: compacted soh{;recommend removal crown ratio 60%; broken scaffold branches; recommend removal - - - Comments: Comments: 47 16, 20 bluejackoak (Querwsincona) - 45 25 19' 15 bluejackoak (Quercusiownb) 25 crown density 45% low energy; compacted soil; poorly attached scaffold branches; dieback; live crown good structure; 2damaged roots; crown density 4o/po; live crown ratio 7�; low energy; compacted soil ratio W,.symmevic Comments: �Cornments7 Internet decay;lawm iveot-atio45%;basaldecay;stormdamage;missing scaffold branches;lowenergy; 33 16" 10 bluejackoak (Quercustnconal 10 40 12" 5 liveoak (Querrusvirginiana) 20 stormdamage;brokerrssmffoldbrancnes;miss;ngaowvn;iowver�ergy;rerx;mrnendrerncva! compacted soil; recamrr end removal. - - Comments: -0g 14" 15 ciueiadc oak. (Quercrs inco,�o! 66!?. Comments,,Intemal decay; storm damage; dieback I5%ovivn dens ry2b Itvecrown ratio 60'/; !owenergy; 26. 18° 5 bluejack-oak, (Quersusincana) 30 - infected with hypoxylon and frocutis ludoviciana; lowenergly, compacted soil; small leaves; crown - compacted soil; recommend removal density 35% live crown ratio 5(F/; recommend removal Comments: Comments: 41 1G` 7 live oak (Quercus vfrginiana) 40 live crown ratio 70% crown densAyW/.; stubs; c rripacted soil live crown ratio 50°.6;codaminanttmion1Yabovegrade;. internal decay,- storm damage, miWngscafold 34 15, 10 live oak (Queccusvirginbno) 40 branches; tow energy, Compacted soil; recommend remorvai 49 18" 15 Ire oak (Que r us vircg niana) 60 Comm cents: Comments. Internal decay storm damage; dieback 15%; crown density 25, live coowm ratio 70%; lowenergy; 27 13" 5 blueJackoak (Q eieu's'inciinaJ 20 suppressed canopy; internal decay; stubs and deadwood; trunk damage; live crown ratio 3C %; crown compacted soi l; recommend removal Comments: density 25%; 30' lean; low energy; compacted sal; recommend removal crown density 35%, live crown ratio Cis% asrrrrun0tric, Compacted soil Comments: 42 15" 15 sugarbeny (Ceitisloevigatd) Eta missing crown; storm damage; Missing scaffold branches; Internal decay split dovmcenterofmain, stem, 35 jg3 20 live oak (Quercusvirginjana} Ss So 1711 15 liveoek Qrrertus:rrgrniana) St i ' low energy; compacted so=.l; recommend removal - Comments: - 2$ 35' �20 live oak (Quereus virgicriaria) 40 Comments: phototrophiclean, restricted canopy; asymmetric; crown density 35%; live crown, ratio-80%;_ 30'lean; low minor root damage; 9 above grade is a oodaminantunion; crown density50%; live crown ratio iowene compacted t Comments: 5%; + t cons»denslty4_ro,tivecrowmrratioE55;wSart;ubbingJimbs;rocenraleadc-r;x3aatedsoii energy; compacted - Soil - Comments hazardous -recommend removal. Asymmieticat, 45° lean; rnissing bark roof and storm damage. pa€tiaily - 36 37' 30 liveoak (Quercus v' iniona 40 ) 43 L?" SQ bluejackoak (Quercvsintanal 45 S1 13" 15 live oak 14uereus virginiana} txl uprooted; codependent trunk with included bark;aowridensity 35%;diebadrl5%,live crown ratio 86%; lowerrergy; compacted soil, recommendremova) - - C.prYlmterrts: Comments - - 6` above grade is aeodominant union with Comments: ihtemaf deco¢; r crown density 70%; live osavm ratio 75 %; uunpac.ad soil 24 1s" IS l ve oak (Queri us vir lr lama qg . 9 ) includedbark; conks l5`abovegrade; I Ive Crown ratio 95%; lowenergy; 17 15 liveaak (Quercusvirginrana) 64 - comments:. - - - crown density30•ta; compactedsoil; rest ctedcanopy;tree28has 5branche;dean!ngor) it, 19abovegredeisamdomiiranturdon;cr~ lowenergy; _ recommendremoval comments: density30%;live Crown ratio65%;corn ctedsoil: compacted mil; removal crown density f 010 five crown ratio 60h; compacted sal Coiitdkeepiftree28isremoved. recommend 44 19" 12 bluejackoak (Querarsincann) Ell .30 17" 5 live oak (Querarsvirginiona} 35 37 31" 25 liveoak (Quercusvirrdiniana) 40 Comments: 533 19" 1s liveoak lQuercusvirginiana) 5S root damage; 20' lean; a-owndensity55%;livecroamrabc6fl',s;dieback.101;lowenergy;compactedsoil comments: Comments crovsidensity5%;liver-rownratio 45%;deadtrovm; broken scaffold branch, chloroticfoliage; lowenergy; Comments: massive internal, decay; canker intrunk; one-sided;28°lean; restrictedcanopy;crown dersity3�S;live 45 19 15 bluejack oak (Querns incamtl 10 Crown density45%%five own ratio70%%Cumpaaec4sol compared soil; recommend removal crown ratio W%; low energy; Compacted soil; recommend removal 54 18' .15 give oak ({2uercus"virginiano) so NOTE:Tree size references trunk diameter inches for trees (measured at4.5'above Ode or DgH) 63 14" 10 live oak (Quercusvlrginiana) 55 unless the tree forks befowthat poind - then the diameter is measured atthe narrowest area betwven 0,0..deadtree Comments: grade and the fork. Palm species are measured in feet of dear trunk (tree distance in feet from grade to 1-20 A tree that is dying, severelyd-ecilnin& hazardous, harboring a communicable disease or a tree crown density 45%; live crown ratio 55%; di ebadc 2i716; compacted snit Comments: where the first frond emanates from the trunk with an exception for densely thin mu€d-stemmed designated by the State of Florida's Exotic Pest Plant Council as aCategory One ecological pest e.g, - - . - - asymmetric; overhead power liner live crown ratio 40%; compacted soil Clustering Species. Brazilian peppertree:&hinus terebinthifollus). A tree with�a rating of 20 should be removed as it is 55 171' 15 live oak (Querarsvlrglniana) 75 beyond treatment and is a threat to cause personei injury orproperty damaof.orisart invasive spedes. _ Offsite Distance from NOTE. Any references in the tree inventory recammandi ng tree pruning should only be performed by 21.35.A tree exhibiting serious structural defects such as codominant stenos with included bark at or near comments: Tree ID Size PropertglFne Species International Society of Arboriculture- (ISA) Certified, Arborists skilled in pruni rig to the standards defined the base, farge cavities, large, areas of Cecayed wciod, crown diebat; k, oacked/split scaffold hran&es etc. crowndensity BOX; five Crown ratio 75%; Compacted soil in the American National Standards institute (ANSI) publication, ANSI-A300 Part If Tree, Shrub and Other In additlot., a tree Wth health issues such as lowerietgA lowi;ve Crown ratio, serious disease orinseCt A 1Z" IV live oak (Quercus virginiana) 4lbody Plant Wrtenance -standards Practices, Pruning and the International Society of Arboriculture's problems nutritional deficiencies or soil pH problems. Atree with.a rating of 35 should be removed 56 22" is liveoak {Querettsvirginiano) 70 8 14' bluejackoak (Quercusincana) companion publication: Best lvianagenientPractices,Tree Pruning (Revised 20WJ) unless the problem(s)can betreated. A'tree with a35condition fating'w.iltypically require a C li 14' water oak (Quercus nigra) mrisiderabte amount of maintenance and time to possibly qualify for an upgrade of the condition. citing: Comme rts; D 7' 14' live oak (Quertusvirginiana) Tree Inventory Definitions rage structure and systemic health and with problems that car be corrected with 3649Atree.with average crovm density 55%; ) ve:rown ratio7TA; compacted so"tl; good structure 0 E 7' 14' chickcasawplum (Prunes angust foba} inspection.. mcti! to maintenancewait be rated 49. A t.-ee with a codominant stem not in tht- n sr i area ittai>t fl be F SO' 12' live oak, (Queraisvitginiana) A tree invent i" a written record of a tree's condition at the time of h is valuable tool to °� " subordinatedarcbtedandbraed rood.m!Raztstemthat>httsaonhaveinuudedbarkanbe C. 19" 3' live oak (Querws virgin'iana) prioritize tree maintenance end remove trees with problems that could lead to failure and cause personal iriluded as 49. Trees below49 will require signiikantand specialized diagnosis (I level 3 or higher 57 23" LS iive:oak (Quercus virgrniano) 65 injury or property damaks. The tree inventory lists four codes, tree #, trunk diameter, tree spedes, and assessment) and a t ff they are to b preserved. H V, 7' live oak (Querws virginiana) overall condition rating, it also includes comment section with specific suoportive data for the rating. The following is an explanationof the data used in the inventory: ran rating of50-55 has avmenterage r 5455 Atree wftrta ratingof 50 55 has average appearance, crown, density and live croon rtiq and should Comments: 1 18" P live oak (Quereus virgihiana) be preserved if possible. £xampies of reductions from this rating may typically include, but are not crown density 55%, live Crown ratio 604; good structure;compacted soil J W7 a live oak (C erais virginiaria) K IT, Q liveoak (Querevsvfrginiana) 'tree# -location -Each tree ismignedanumberforreference,ntheingentorythatcorrespondswitha limited to: codominant stems with included bark, signs of disease, root darage, stunted leaf growth VAin 58 23" 15 ftveoak (Qaercusvirg7ntonal 60 L 23" 10' live oak (Querwsvir iniana g ) nurmberonthesiteplanoranurnberonatreetagthatidentifiesthelocationofthetreeInthefield. multi-yeardie,back,iawrevmtostem olio,crtcavCanopydensityiYeeswii}raratingof50orhigireram considered protected and removal of them may require mitigation pursuant to 2ephyrhilts City code ii - - - - - - - Comments: - MI I2" 4' live oak (Quercusvirginiana) N 31" T live oak (Quercusvirginiana) - Size idamecife of eastrirnkdiameter rnesttredat4.meter 7.06.p2(c); St>JS.A free with a ratingof 56-75 has good strudwsre and ststemiC health ur.h minor p: abEems that c',im root damage; 7; above grade is a codonunaritunion; live crownratio70%; crown density 50%. elowt.lfthetrur:kfor[rs 4.5'abesize at 4.5' above grade the diameter is measured at the narrowest trunkdiameter betowthe s'ork: Palm be easily Corrected. The free should have an altr-�ive appearance and be essentially free of any This cancf odes the free Inventory. species are measured in feet of dear trunk f C.T.). debilitating disease or insect problem. The tree s.}" ouldalso have above average crown density and live 59 15" 10 live: oak - _ (Queue weginiano) - 55 - Species -Each tree is fisted by its common and botanical name the first time it is listed in the inventory. crown ratio. Mature trees exhlbiting healed scam, recovery from old wounds, small cavities cr other NOTES For simplidty, the tree Is listed by its common name thereafter. problems that are not debilitating can be included in this group particularly if they possess unique form Comments: - - - � - - or other amenities relating to their a A tree with i rating of SC-7S is Val Liable to the property g get p p<'u3' asymmetric, overhead powerlines; no central leader compacted soli NOTE, Atree inventory is typically valid for 3-5years. However, events such as drought, lightning Condition Ratine-The condition rating lion assessment of the trees overall structure and systemic and should be preserved. - - ;, mechanical damage, freeze, improperirraintenanee, and:severe storms can downgrade the rated health. Elements. of structure include, 1) the presence of cavities, decayed wood, split, cracked, rubbing T690A tree with live c;ovai ratio of at 3east fiS9i,, ,.wrygacci cmwtt density, excepiioral structure and _ 60 IZ 10 live oak {Querd s virglmana} 45 value of a tree. Conversely, remedial maintenance can upgrade the value if you suspecttfratairee has f . branches etc, 2} branch arrangements and attachments, i.e., arell-spaced scaf,otd branches vs: several systemic health ar dui trzattyfree of debil:aat ng Snsedordisea€e problems or nutritional deficiencies. I nth; A been:adversetyaffected,havethetreeinspectedbyaqualifiedInternationalSocietyofArborjcu(Lure emabranc tree inthisc,Y.egoryshouldhaveatmIancedcrovowithexceptiona)aesthetica, ities.A reeintfiis Comments: -- - - ISA Certified Arborist. (ISA) barktidgevseareaonthekrunk,adominantstemsys,singleleadertrtrnk,and presenceanches presence ofabiandi bark edge vs. iriduded bark. category shout dbeofaaped esthat posse.sae srharacteristicsinherenttolon evil and withstanding g y _ asymmetric; overhead Mwrtines, mmpactedsoil _ CnnstructfonEmpacts.Atreevritha7690raiFnglends¢onsiderabf , NOTE: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to Elements of systemic health relate w the tree's overallt one gy system measured by net photosynthesis yofstathesiteandshouldba incorporated into the site design. A tree wi;h a 76-90 rating is worthy of significant site plan modification -1 12" 30 live oak {Qvertt s virginkrna) f0. be preserved. Forexample; trees or palms rated E, Oarid higher are strong candidates to be considered for (food made) us. respiration (food used). A treevvith good systemic health will have avascularsystem that to ensure its preservation. preservation, while trees orpalms rated 35and lowr r should be removed unless otherwise noted in the moves.carter, nutrients and photosynthate withinthe tree as needed. indicators ofa healthy systemic 91.10DA specimen tree. A specimen tree is a tree that possesses a combination of superlative qualities inventory. Treys or palmsrated 45 are generally recommended far removal unless remedial wo i is system used in the overall condition ratimgrrdude:l} live cra4n ratio {the Percentage five Crown a tree regarding systemmcheaEth, structural strength, cc-ur density; five crown call., farm (balanced crown),Comments: asymmetric,• overhead posseelines; no central leader, com parted soil performed to upgrade them, Trees or palms rated 50and 55 are average trees that have good potential has relative to its height, 2J cnryvn'density (density of the foliage}, 3) tip growth (feinted branch tips and overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a and are worthy ofpreservation efforts. shoot elongation) specimen tree including shifting structures that ww)uid adversely impact the tree. Inaddition, a spep nren undisturbed 62 12" 20 iiveoak (Qvercasvirginfana) 45 true should have an rooting g a,ea equal tolls driptme (equal to the branch spread) to grew - The overall condition folio$ also takes ImYt,C7n$tdF.2ttanthe species, appearance .and any URigUe inOnlyanexperiencedandcompetentInternationalSocietyofArboriculture(1.S.A.)CertifiedArborists Eosnments, - - features, such as estimated age. the rating scale is 0.100with 0 being a dead tree and'100being a unique; should be allowed to perform.maintenarrco an a specimen tree. asymmetric; overhead pawerljnes; live crown rat o 4iP/; compacted mil one of -a kind, superlative orchampion tree. Examples_ of the tree ratingns: _system are as foller Cwrmsents:The comment section serves to note observations relative to the tree burnt covered in the, inventory data crexpands on info -nation in the inventory data, It may indude maintenance recommendations to improve the.tree's overall Condition rating. it may also have recommendations on v46ether to remove or preserve atr ee. Ant chmerrt.'this "Tree irrventory Report" is i ncomplete Wthout the attachment: "tree Inventory Ulagram" that was prepared hy-nryse" usinga site map provided by the client, signed by myself and having the same date and site address as this report. V John Fuller, - ISA Certified .Arborist#FL-9873A - August 1, 2022 _._... j T t�rD r j/ v /� I. CHRISTOPHER A CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL :: WORK ORDER N0. DESIGN. XC 565 SOUTH HERCULES:AVENUE ���L ! j L (J +L�I�(l ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT � 2� ~� 0 25 CLEARWATER FL 33764 THE ABOVE PROJECTS SHE MID/OR CONSTRUCTION PLANS, To THE BEST of MY DATE: AUGUST 23, 2022 EUEI'zt ��DL L� lN/'1 Y 1 Ol 1 b�P(,/�� KNQWIEDGE, INFORMATION AND BELIEF: WILL MEET AFPIJCABLE DESIGN CRITERIADRAbVN: )(% ,y PHONE 727.5�2:4 15 i ES SPECiFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED a> jjj 1 0$ 26 22 UPDATE TREE INVENTORY REPORT XC — SCALE: N.T.S. � ��w�,F � VVWW.DEUEL�NGINEERII�iG.COM STANDARDS. i UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECTS �, ;- •,��. PROFESSIONAL ENGINEER TO PERFORM A OUAL17Y ASSURANCE REVIEW OF THESE CHECKED: CAC A SEP[ COMPANY LICENSED BUSINESS NUMBER 8423 suBMTTTED PLANS. CHRISTOPHeb A CHIN-" RIN'&` 4365 SHEET No. 5 OF 14 REv. DATE REVISION BY , ' ZEPHYRHiLLS' FLORIDA , r LEGEND S. SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N&D NAIL do DISK C.M. CONCRETE MONUMENT (A) FIELD MEASUREMENT AA ARC A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD BSL BUILDING SETBACK LINE C CHORD (C) CALCULATED C8 CATCH BASIN CBW CONCRETE BLOCK WALL CHS CHORD BEARING c CENTERLINE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOLTT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION {D) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DHW DESIGN HIGH WATER DLW DESIGN LAW WATER EL. ELEVATION EMP. EMPLOYEES FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER GV GATE VALVE GIN GUY WIRE INV. INVERT LF LINEAR FEET LFE LOWEST FLOOR ELEVATION LP LIGHT POLE (MMA)S MEASURED MASONRY MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA NGVD NATIONAL GEODETIC VERTICAL DATUM O/H OVERHEAD WIRES O.R. OFFICIAL RECORD PS PLAT BOOK PG PAGE/PAGES POB POINT OF BEGINNING FIRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE R/W RIGHT-OF-WAY SAN SANITARY SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEET SHW SEASONAL. HIGH WATER TBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WF WOOD FENCE WM WATER METER PROPOSED LEGEND r�DIRECTION OF FLOW .��Ary EXISTING ELEVATION } • ELEVATIONS ARE BASED ON NAVD-88 8.8 PROPOSED ELEVATION 8 87XX ELEVATION AT TOP OF FEATURE 8.37XX ELEVATION AT BOTTOM OF FEATURE GRADING SUFFIXES: BW = BOTTOM OF WALL EP = EDGE OF PAVEMENT G = GROUND HP = HIGH POINT ME or MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP - MATCH EXISTING EP TIC - TOP OF CURB TS = TOP OF SIDEWALK TIN = TOP OF WALL --� -- 6' CHAIN LINK FENCE SF -- SILT FENCE x -TREE BARRICADE a NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE 3 NO. 3 REBARS CONr. I CONCRETE WHEEL STOP DETAIL N.T.S. MATCH LINE LEGAL DESCRIPTION: PARCEL 1: (OR 3466, PG 873) TRACT 11, SECTION 18, TOWNSHIP 26 SOUTH, RANGE 22 EAST, ZEPHYRHILLS COLONY COMPANY LANDS, AS PER PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. PARCEL 2: (OR 5846, PG 1296) TRACT 22 AND 27 AND THAT PORTION OF TRACTS 21 AND 28, LYING WEST OF RIGHT OF WAY OF ZEPHYRHILLS BY-PASS, IN ZEPHYRHILLS COLONY COMPANY LANDS, IN SECTION 18, TOWNSHIP 26 SOUTH, RANGE 22 EAST, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. t CONST. 3' TRANSITION CURB (TYP.) FN&D F T 10.0' BS "PLS 276,3"N 7.1' X X_ I 10.0' BSL Gar CONST. 1,297t LF 6' CHAIN -LINK` FENCE WITH 3' BARBWIRE ON TOP, (TYP.)» 10.0' TYPE D LANDSCAPE BUFFER FCIR 5/8" "PLS 2763" CONST. 3' C EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01/11/2022, AND A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. " DESIGN: XC c 2 10/12/22 PER CITY OF ZEPHYRHILLS COMMENTS XC DRAWN: XC N 1 08/26/22 PER SWFWMD COMMENTS XC REV.# DATE REVISION BY CHECKED: CAC 15' RADIUS AROUND ON -SITE GOPHER ZEPHYRHILLS COLONY COMPANY LANDS TORTOISE HOLE TO REMAIN UNDISTURBED TRACT 6(P) 565 SOUTH HERCULES AVENUE ATELEARWATER, � CFL 33764 PHONE 727.8222.4151 V1TWW.DEUELENGINEERING.COM A SEPI COMPANY LICENSED BUSINESS NUMBER 8423 PROPERTY LINE (TYP.) / FOP EL 79:UI3 I BOTTOM 74.5 / (n 3i I or "fATr=Rr I ZEPHYRHILLS Z .i :0 SCALE:i I i ZEPHYRHILLS COLONY COMPANY LANDS TRACT 5(P) FCIR 5/8" .AS -- 10.0' BSL �< v � (D Q 15.0' TYPE B z LANDSCAPE BUFFER I Q T W o 0� �. z N Li � g z .••i M �a M � N a .-- U z I� _j o � 0 J o � in = a w • -FEIR 5{-8- -- ---Z5PH*R44IL-LS-- GOL-OW CGMPANY GATT LANDS TRACT 21(P) m 4 8WF ZONE.__X.._. .. . ..__ .. _. r. _..__....ZONE AE (EL 80.1 FEET) I MATCH LINE ZONE AE (EL 80.1 FEET) � zoNE x - 1, CHRISTOPHER A. CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECTS SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECTS PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE FLORIDA SUBMITTED PUNTS. C CALL 81�1 SUNSHINE STATE ONE CALL OF FLORIDA www.callsi,rnslllne.com (800) 432--4770 MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE LOCATION MAP N.T.S. SITE DATA TABU: SITE I__i7QATII�flN:: HEYL PROPERTY 4Ty,Q4 KI ,�;^ S L 3.:.�L& & 40211 EREE FALL AVENIM. ZEI!HYRHILLS, FL 32542 OWNER: CIVIL ENGINEER & SURVEYOR HEYL INVESTMENTS 11, LLC DEUEL & ASSOCIATES, A SEPI COMPANY PO BOX 90410 565 SOUTH HERCULES AVENUE SIOUX FALLS, SD 57109 CLEARWATER, FL 33764 (727) 822-4151 CONTRACTOR: JAMES R TRUEX, INC. 15715 SERENGETI BLVD SPRING HILL, FL 34610 (813) 340- 9226 FLOOD ZONE: PARCEL 1: X PARCEL 2: X, AE (EL 79', 80' AND 80.1') MAP PANEL ID: 12101 CO457F REVISED MAP: 09/26/2014 PARCEL 1 SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA - 2,952 SF(1.4%) 0 SF(0.0%) TOTAL BUILDING (GFA) - 2,952 SF 0 SF TOTAL ASPHALT/CONC./SHELL AREA = 15,783 SF(7.47.) 143,841 SF(67.37. TOTAL IMPERVIOUS AREA = 18,735 SF(8.8%) 143,841 SF 67.3% TOTAL GREEN AREA = 194,997 SF(91.2%) 69,891 SF(32.7% TOTAL PARCEL AREA 213,732 SF (4.907 AC) PARCEL,2 SUMMARY & Sl E DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 16,716 SF(2.17.) 28,076 SF(3.57.) TOTAL BUILDING (GFA) = 16,716 SF 28,076 SF TOTAL ASPHALT/CONC./SHELL AREA = 215,102 SF(27.071,242,16 3FS2 0 4% TOTAL IMPERVIOUS AREA = 231,818 SF(29.17x)270,238 SF 33.9% TOTAL GREEN AREA = 564,279 SF(70.9% 525 861 SF 66.1 TOTAL PARCEL AREA 796,099 SF 18.2 5 C 2 COMBINED SUMMARY & SITE DATA: EXISTING . PROPOSED TOTAL BUILDING AREA = 19,668 SF(1.9%) 28,076 .SF(2.8%) TOTAL BUILDING (GFA) = 19,668 SF , TOTAL ASPHALT/CONC./SHELL AREA = 230,885 SF(22.9%) 86,003 SFa TOTAL IMPERVIOUS AREA = 250,553 SF(24.8% 414,079 SF TOTAL GREEN AREA = 759,276 SF(75.2% " 75 SFTOTAL PARCEL AREA 1,009,831 SF 23.182 C PROJECT AREA SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA �2;"�5� TOTAL BUILDING (GFA) 2,952 SF 11,360 SF TOTAL ASPHALT/CONC./SHELL AREA = 57,223 SF{19,2 0) 21?,341 SF{71.4% TOTAL IMPERVIOUS AREA - 60,175 SF20.2%) 223,701 5F(75.2 TOTAL GREEN AREA = 237,330 SF(79.8%) 73,804 SF(24.8 TOTAL PARCEL AREA 297,505 SF (6.830 AC) ZI ZONING: LI (LIGHT INDUSTRIAL) PROPOSED USE: TRUCK/TRANSFER STATION FUTURE LAND USE: INDUSTRIAL PIN: 18---26-22-0010-01100-0000 & 18--26-22-0010-02100-0000 LOT REQUIREMENTS: RE UIRED PROPOSED LOT AREA N/A 100,9831 SF LOT WIDTH 75 FT 1201 FT LOT DEPTH 100 FT 994 FT BUILDING SETBACK REQUIREMENTS: FRONT(SOUTH) 20 FT 290.5 FT SIDE(WEST) 10 FT 99.8 FT SIDE(EAST) 10 FT 1,021.3 FT REAR(NORTH) 10 FT 560.8 FT LANDSCAPE BUFFER REQUIREMENTS: FRONT(SOUTH) 10 FT 10 FT SIDE(WEST) 10 FT 10 FT SIDE(EAST) 15 FT 15 FT REAR(NORTH) 15 FT 15 FT INTERIOR GREEN SPACE (PROJECT AREA). 10% OF V.U.A.(37,630 SF) = 3,763 SF 10,572 SF .MAXIMUM LOT COVERAGE (ISR) 0.85 0.41 MAXIMUM FLOOR AREA RATIO: 0.50 0.03 MAXIMUM BUILDING HEIGHT: 2 STORIES OR 30' FT 24'-2" FT NUMBER OF PARKING SPACES: INDUSTRIAL:, 1 SP FOR 2 EMP. 40 EMP.= 20 SP PROPOSED = 91 SP EXISTING = 21 SP TOTAL = 112 SP NUMBER OF ADA SPACES: TOTAL # OF HC REQUIRED: 101-150 = 5 SP PROPOSED = 4 SP EXISTING = 1 SP TOTAL = 5 SP fi,An; SOLID WASTES :fiRASFi`r,TO BE DEPOSITED IN ON -SITE DUMPSTER r 2021-225 n- WORK ORDER NO. DATE: AUGUST 23, 2022 SCALE: 1 " ^ 40' v 1 CHRISTOP A GIIN PE A4365 SHEET NO. 6 .OF 14 LEGEND S. SET F. FOUND 1-R. IRON ROD I.P. IRON PIPE NcD NAIL do DISK C.M. CONCRETE MONUMENT {AA) MEASUREMENT ARCS A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD 8SL BUILDING SETBACK LINE C CHORD (C) CALCULATED . CB CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING € CENTERUNE CLF CHAIN UNK 'FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SUB C.T. CURB TIE CTV CABLE TELEVISION (D) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DHW DESIGN HIGH WATER DLW DESIGN LOW WATER EL- ELEVATION EMP. EMPLOYEES FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET . GAV GAS VALVE GM GAS METER GV GATE VALVE GIN GUY WIRE INK INVERT LF LINEAR FEEL LFE LOWEST FLOOR ELEVATION LP LIGHT POLE (M) MEASURED MAS MASONRY MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA . NGVD NATIONAL GEODETIC, VERTICAL DATUM O/H OVERHEAD WIRES O.R. OFFICIAL RECORD PB PUT BOOK PG PAGE/PAGES POB POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE R/WRIGHT-OF-WAY SA/�N SANITARY . SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEET SHW SEASONAL HIGH WATER TBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WF WOOD FENCE WM WATER METER F "o A 9 i c j 8 PROPOSED LEGEND ,,-- ry DIRECTION OF FLOW sq- EXISTING ELEVATION + " ELEVATIONS ARE BASED ON NAVD-88 AMPROPOSED ELEVATION 8.87XX ELEVATION AT TOP OF FEATURE 8.37XX� ELEVATION AT BOTTOM OF FEATURE GRADING SUFFIXES: BW - BOTTOM OF WALL EP - EDGE OF PAVEMENT G = GROUND HP - HIGH POINT ME or MEG = MATCH EXISTING GRADE ! (ESTIMATED INTERPOLATED VALUE) MP = MATCH EXISTING EP TC - TOP OF CURB TS = TOP OF SIDEWALK TW = TOP OF WALL -a'- 6' CHAIN LINK FENCE 5F -SILT FENCE - x -TREE BARRICADE 0 NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE 9 INSET: WB-50 TRUCK TURNING WITH STACKING SCALE: 1 " = 50' £t Y 8 i1 I 9 . i - 9 y%q b_ I? I EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM ' A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & a. ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01/11/2022, AND A BOUNDARY &TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. DESIGN: I n DRAWN: N 1 08/26/22 PER SlTI'FWMD COMMENTS XC REV.# DATE REVISION gY CHECKE N r+vE.s 'Irl amllr4 rcu aFc "` ,wCALL 811 , SUNSHINE STATE ONE CAtL OF FLORIDA www.callsunshlne.com (800) 432-4770 MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE POT mm =��� 0 LOCATION A N.T.S. SEE SHEET 6 i i ` < _ _ s - ( f f In _ SEE SHEET 6 - -. - MATCH LINE _ :: a :_ = = - : ; _:. _. _.=1IATC1� Li�E I v _ 1 0.0' LAN[ BU I , T� • - - , ' - - - € € _ - - > , 1. r r " F r3 J ." y- l / I _ _ .. 5. _ i 0 _ , ( �' I gg; 1 V_ -- - - - I _ r gym________... %_. >• _ c_ i s 'f .x _ TO- _EAST ,� EP PROPERTY TINE _p` ,' _.._ r n P z.1 I - 1'S.O.- _ _ i j - iLI .. • - +g 16 i? I y lei i a a, " i ` Q I pa.., t - ris, - �..�.. him 1•, - - - t 1I I I ,«, :,i I., II.. ilk;°r�, € : r # ._ , T p F i - -- = _ _ _...._ __._.... .. x... ; - -- - - - _ ONST: OL D € . _ - €� I .: ,- i j< �B LAR S' AT- - r r �. II s Y s o ; „ ,�t -BAY D_ OORS, TYP:. _ '� _ � I,t_ ! w., R':.. Mx 3 -,: . i ,{ F- fj are: € i _, i " 'p �y \ l 1 I < Q(= i T) 11 7ESn �. 4 • k TxDTt: --. . _ _ m CD r co �, h _ \. �e�' 11 Y. s , 3 K n.. r - { o .;M x __ RDA � � „ COf4STt CONC.-`_APRON-- TYP.. ...� - / �A ` ..... ;t0 k ,,: a t u �j s . , « .x-r - - - . rz - - - r : r- , ,O'lz�_I .. r _ FRt�JECT=AREA+ TYP. -•-� - 1.;"`<- j w_�. _.w.... _,.�' I cn .-.€a •-�- _h R _ € ', , & I I mow,. I li' ice ' S s&„»4g9€ - ., .w'x, _ _ -, - ._ ! '_� j fx _- _ _ <- T m, w .._ I _ _. x.. a r ; d >� " ROP; ROLL UP - DOOR- TYPO' _ N . 11- }} ![� ! O SH '_ v n, a -' _ - - . - - - �a 3 ( € C _. I� Oz2 { �' -5 0 __ :_ ) 3 P 2 9 F .:gym - _ .l 1 3 E'f'" H E � € (n 3 S .a - - 1 I .' r` ` 1 HOT{_, a` .a" `s: "wt i f O S a ` " I cQn ," ..,- _DOOR TYP`1. , i --:�`11 �./ ( 4VV[Y IIsIIVLR.3 I'lY��^«' �, 3_. K , ` : r _ ` _- - - _ - 2 'Ei ' _ ,!'� T 1¢PE i m.((, L�'.�: «,..._, , ` y a a... r _ f' _ --_- - - }`_.. F»t i € ''t�' .-y - - q. W f I "- e € - 021 e3 -- - _ - - : r. "s } i P t i F:. `<'-, 9�: 99.. _ _ _ - g.,,; - - ._ . -TO ;-EAST F c .. - _ • b--,...�.z,_ -•-----�^_. - -.. . __ ,� r-, :: €vn-� _.;>s ,r •;?x; `' _ . m, - _ _ - { i j k :-i1 s 411 --,0� _ _ - PROPERTY_ LiN�" g : � P € , < n .. t, 0 --0. - s z . [( is ems. ' -: _ •• _ _ - _ - _ „ _ - _ _ - _ _ • - } , 1/,"xk , x I *� . .-, - I 00 t - - _ iI I iJi6 € 1. x. `�? - -CUNSfi ASP -HALT= _ - . j _ : O O � i 11 j rr "ems,` J' t£ _' _ ' : ; > c - I ; _ - i(CO a, - - 1�AVEMENT (jYP.j- - I. I g "I / � , // ',.,,, �§ ,R�,�'� !', �:4 .i N - - N i > 10.0 - BS i - = � I ;.. 3. . _ ;� --F - . 31� _ � ; r��� : i I I i 570 Ia4 TAt A - - - } , ; ___.. _ ,, _ - d a SUALD N " - - � .�""� % � / , _'i �;> 1. �, (/ r' _emu Q' I �'. i - _ - - y4- - •--';v" - .. - i E' i a �f.. ( 5i /-"' t *Ir' " i - i\ f,� rr-. _ _ i b .7_ _ _ 1 r S9<7' ' I" 1 - __ _ g I - , •. : - - ? n _ _ ,,hf " - ` _ - / i k it T _•_-� I o.6 =..�s .'- I W 1 -- c € __ w Z.r -�; r H7_ E Z I 9 mm _ � lx"' . ,. __ 1.M %Ica; f JI I� - - , - rn � {rs `",`,..._ .r-'"-. - _-•:,t: - _ - -- - - - { i f, p ..I - �s .s t. x (ej j - - -` 5. _ _ n ✓'°'�-,,,,..,� - - :fit _ , _ _ - , - . " - _ - - ! 1.I`a �;� #'! 3' i ! P;. '_1, r K R' ( 1 _ I _ 's t - .. - _ F 1 "w.k F _ € p rj _ r _ .. - - �-" '::yr2- ° �#=("1`YP .I y _ - _ - - _ -; ._ .: _ (jj - -* . I tt l ,t/ y 0-1 €i. r • r 8l3. ' - _I - `9 GYM , - I' I T t` O I (I /ram , i _ _ j 1 _ i i�snf�1 x / I 3 j •^'9 o7� __ . r " L i' / } F np f g.. t p s [}y 7f 3'c> t +� j i _ L.r`:,-a''"k €1. fi; i 4>'CS A.i e.. `c7;SF'x-:..i4€`(:.,I _ _ _ _ _ <�-E.� - - y.� pF is' �� ''x' H':-� .f3' "J' �S ."'� .. 1�.� ; - , �� f4,L ! I _ f-'I";x"3 z `' `' '...�. - - - _ }i i.J �� F liar: %(1..!.�3 , y = , -? 4 r< _ . t s.._ I t'- _, .. . _ ` :: _ s CONST , LONG BY 50} ; , I s t �� , . - WiQE_ BY _ 0" ALL f iEL 1 , ;i , , }raj,._ ,' ,, I. I � : �, I I ;it1' IV, - a - 1 € 3. # } '; t OP . 1. 8.:93 urMlt ,.� I I - - " - - - +v,. �` _ . - - _ --_ 'EAN1<S }:_.,SON -ASPHALT #, , t ,,. „y. 3 €'j,,_8s, .� 1 4 . O ;�- j(jj[ " . - - - - _ " i�s# Pw Jp1 ` - - " " - ^ - - - F"'- S I l ` .,�,•f` N F i �'`-� / ' i aCE C 3 _ , __ _ - _ i- F i' f , ii 1 = r ^ IPA;. - - �si3r f `-l);_,_ ,T ioAl� I\i IS <' i I • . :" ," ` - ' CQN . . ":BOLLARRS . ---. - N". # r =sue _ :. } i= � 4 ti4 _ i a Y { r f . P I^ i To ..I.A"3 ;I�r 3_. w r<„ \ i _ _ C-ENTER- AROUND :FU-Et TANKS-:: _ --= -_ - , ,;° - r _, , q .WET t ,f DELINEATION PER SWFWMD, KATY zANDER, ,: t 0-s r: ,,� " s`�I Y IAI. ' '''\ 5, 8 E14UNDARY SHOWN IS CONSIDERED APPROXIMATE ` aII.cII W 1 11 r , x AND NOT FULLY FIELD VERIFIED #N ACCORDANCE I i _: P.ROP.:'LOCATION _OF _ -_ 3 ; . ` \`� '\ 1 z WITH 62-34, F.A.C. / I i x I �_ I b =µ • -° "'.,..G 1ARD- I�OiJSE . . , " ^ -I '. 1 �M1 �� f. I I i - � 4 'zI / I ' Y E ^ FFE= .83:94 : ]CROP a.:LOCATION i { \ �, . % I � , � �` - -, - , _ , -. - _ aR Yrr PAD jf / F IND BUFFER _ z \ ii aria { E _ "'OO €'w fTv^*f>-^�-' - I i � ffi° _ e� �' I ��. `► \ Ib.aA `iL..1 E" !..' Pax } ram„".. II I , _ _ - I. I .r. _-SEfEiACKLL#PIE (iYP.) i {I �.. . 51 71' '� - € �, g ! € 3; ? :STD OLLING. GA"E T \ �. '`�' I via,_ ;f__ I P I _ ) t i , , . - "- ^-=-"-- ",...',.,_-,. • i7U. i. € - _ .,,..Caf. .., ry ..:._:i::.__ - --' `� •.•. `� r ` 1 �' t'-' , I Y =.. °".. � ,"-'"`� - - - S1% _ ^ _ _ .. ._._._ii K i Ia "``",.".. .. " . - _" - - '- ',� -i�<y 1 ,'. „j a i V), ,:�• q I , �S .,. -i-. qzG �' �;:a"-"""----.. pia f . �,� r ` �i �I an. is , "w a I t, ` ;�_._' ? 0.0 s£'-P00JEET AREA ;(7YP.} - �\ I P - 1 t Tm �� i_ I ^NI I' z>g yF^ 4ti0 t T ! T_L j y/ �N t \ �- -. r, y. " . "4 x m ,i. - . �a- I _ _ a }_ ,4 ` I. 3 _ ` E '" q .� S )�^"...-'--•^.' ffi _ . . _ \ Pi > I . Fw M % ,1 H _c: �- i.. ..; - 1 „ ' _ _„_ z T . s r ? '. `s I ._ ="i \ "\ " •�� .� � ....,. , , '' . w _ r \ _ - _n. , ki I ;.<,' w„1. GQNST: =AS'W LT 1 \ �, ,.r_ 1 u,� F , " ` _ - - I • V - - ENT_ (1 YR: 2f .5 i - ,.__ ___ && ___-__ _-_ _-, _ ___-_,_ _,.�-,__ _ __ I r_^ : - _ _ - I - I a f`, . ��v+ PA �. { ,- 2...-_..vs„,2Y>y,,.. "°1: FY.. ...<,.,.. Ae".,,..-m,,.............._._,...,.....,......"..�.,........ _..........- '�.,•-,,.. - i.N w....,_,.". w._ r-�I� F,$, - ,e �"�'�,`� 'i[� 4• ✓,-tj'--`•-- .�J6': i,}, ,,t•` a , 1 I , . .w. _ ____,�.,_.,_. _,. __„ _ _..,,____.,_-__._-- _. .. _.._..... ._.__._I FIR 5/8 *, r'- _,._. __ - 3 I ._ � , - - i�y " ,... ( -�_ �. -�,L ^- _ sxr- 'a- - 1� - "..-.,r_ � »,. -,-« _ .awn.~' -<. _ M JI �� r.r r- _-- I" t +. ,....n -"' *t _ i • `. _ _ t Y '" v R, t,v i. "hz•; ;, , " .t.-sa <<",s F ra N> e:.ass R N .4' .\ ! -. t n. s, ,.... w v - .. F n. .x a. .,.,.-.<>U... . aa. .> ,vor`r . ,"••�y'c-,ww=c _ i. e�'.a�Rar Y:*e.� �+w - >`'< s - r .. - .:.<:aw:xt r. zs W Wa. .1 .m.. ..:.,utr vwvc ao.n...,.-. wwwv"�'�.^"°'�`_`gw7"'_ .s'.`7':' - ++r«y >-� 41 ..._.__.__,_ -_._ ._________ dd' __ __ _" __ S83"4n �6 9 � 64 .4�'1 % f Fv . ff _M , i y--- r A� 3 �� __,_..___.__ __,w. Q . .F, _. ,..- -.__ i 8S ...w._, ,.�... S 42 59 E P - ,....__ " __.._ -._w, _. .... _ __.. _•___�_ _. 1 ._, _ ,. - p. E(F} fi4S.34 I ._--___._�� � 1 $45 73 P1 I'I .��`,�,"_-. __�_- �" _ ,. • ,_ � � � S$9 40,4 � � 20.0 B 'i a. 1 a9�" " a g C. I �£- ..__._..-_.,., 1 n _... { .,__ .._ ..__." ..._. _ ...i#. _",_m. ..,...,..__ _w_.. _. - xE _ _ -]"*"' µ ._,� _,_.___ _. _.__ . _. �_ p - ___-_ _ -_ 64 7s 1_._ ___" _ _.__.µ__�_.___ . __._ __._ __- M __._ _-. i. _ IFCIR 1/2- ,,. R . PROP.- LOCATION OF I '- - "LB 07" M 10:0' TYPED i � 1 1 It A t . a , LANDS�CAP BUFFER FREE FALL AVENUE(P,F) SLOW -DOWN SIGN i -I It PROPERTY LINE TYP. I -- _ .r qq 11 C max. �k �! F I.. i #q,Y , _L. 861 XC XC . EUEL CAC SSLOCIATES A SEPI COMPANY 11," Y 11 _S, 'AV UN'NF'V,. 2IR IOR ::'i' U ,'�.t'�;_ PARK EAST 81._OCK A �r� N 565 SOUTH I-IERCULES AVENUE CLEARWATER,. FL 33764 PHONE 727.822.4151 WWW DEUELE N61NEERING.COM LICENSED BUSINESS NUMBER 8423 J 0 f+ I f I w ~ TRAFFIC CHANNELIZATION GORE, 6" DOUBLE YELLOW OUTRE GORE STRIPING; -to � 18" YELLOW INNER GORE STRIPING ZEPHYRHILLS hWrZ •T.RUCAI' A7C AFl l .L l z" 1 . 2 �'V. , j 3 4} 5 f-5 fy x: P S 1 rt g 1 !, CHRISTOPHER A. CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL. ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE FLORIDA SUBMITTED PLANS. WORK ORDER NO. 1 2021-225 DATE: AUGUST 23, 2022 SCALE: 1 " --^ 40' SHEET NQ. 7 OF 14 CL IL 06 LEGEND S. SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N&D NAIL & DISK C.M. CONCRETE MONUMENT V FIELD MEASUREMENT ARC A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT 8FPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD BSL BUILDING SETBACK LINE C CHORD (C) CALCULATED ca CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING IL CENTERLINE CLF CHAIN LINK FENCE CMP CORRUG04TED, METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (0) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DHW DESIGN HIGH WATER DLW DESIGN. LOW WATER EL ELEVATION EMP. EMPLOYEES FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLJDRIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER Gv GATE VALVE GW GUY WIRE Iw. INVERT LF LINEAR FEET LFE LOWEST FLOOR ELEVATION Lp LIGHT POLE PROPOSED LEGEND DIRECTION OF FLOW ENISTING ELEVATION + ELEVATIONS ARE BASED ON NAVD-88 eapPROPOSED ELEVATION Va-.8-7x-xl- ELEvAnON AT TOP OF FEATURE A§.37XX-- ELEVATION AT BOTTOM OF FEATURE j GRADING SUFFlXES: BW = BOTTOM OF WALL EP = EDGE OF PAVEMENT G = GROUND HP - HIGH POINT ME or MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP = MATCH EXISTING EP TC = TOP OF CURB TS = TOP OF SIDEWALK TW = TOP OF WALL 6' CHAIN LINK FENCE - sF SILT FENCE - x -TREE BARRICADE 0 NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE W PL SPREADER SWALE SECTION N.T.S. (M) MEASURED PROPERTY LINE (TYP.) MAS MASONRY MES MITERED END SECTION ZEEPHYRHILLS COLONY COMPANY LA.NDQ_ MH MANHOLE �p' b4t I ZcPlrlYRH;` "S MHWL MEAN HIGH WATER LINE TRACT 6(P-t NAVD. NORTH AMERICA �`OLONY COMPAN�y ZONE: AC 7,-AGRICULTURAL,,� - si . j NGVD NATIONAL GEODETIC VERTICAL DATUM j 90.12M O�H OVERHEAD WIRES ti GOPHER 0 FLU:L 1 44DUSTRIAL LIGOT OFFICIAL RECORD 90.54TC Itp) 85.50 G FN&D Fy TURTLE RA pe PLAT BOOK PT03TC DEBREAK -PLS 276�- P�, 90.04EP Hol A S89*0p""E(E") 64, PG PAGE/FAGES c� X WF FCIR 5/8 POB POINT OF BEGINNING 7. x X 4� x y vp J , %T, >.�, B�`Vf' PERMANENT REFERE14CE MONUMENT eX' i X , -w I., e I ..... .... ....... PRM M ;;W� PAX PVC POLYVINYL CHLORIDE 9 W .10, 11.0 �0,4.00 R RADIUS 0. 85.50 (R) RECORD RCP REINFORCED CONCRETE PIPE 90.66EP 90.60TC A�, 85.50 9�c go.loEn H RNG. RANGE RCW RECLAIMED WATER �Qcznn -OF-WAY R RIGHT SAN SANITARY m 'A 89.67EP �7 9F SOUARE. FEET 0 -9013 81.0 90.13TC SCO SANITARY CLEAN -OUT 89.63EP SEC. SECTION CONST. MODIFIED FDOT TYPE 90. TEMPORARY BENCHMARK TOM SHW SEASONAL HIGH WATER CONST.. P TOP Or BERM TOB "C- G1 (OCS-020) TOS TOE OF SLOPE OND 89 8 p 89.99TC 89 5 P TOB 85.50 GRT. TRANS TRANSFORMER 85.35 1�8 5 �89 TWP TOWNSHIP INV. 81.66 DHW00 85.48 UP UTILITY POLt WF WOOD FENCE DE (SEE TAILS ON THIS SHEET) WM WATER METER DLW 81.10 BOT 81.00 E "C$GI 030 CONST. FDOT TYP 80.50 89.95T SHWT 777 . . . ........ . 89.45E DRI-1/HA-5 TR I I` 4_1A G, T. 89.48M GRT. 84.35 W INV. 81.50 4 . .... .. 89.41 TC �Mu .60E 89.77 cmo BOT. 81.50 89.27 UL 0 < < AS 52 . ........ .... 0 00 0 LO 11) CONST. 16± 88 30 < 50EP 88 98TC 85. z ui LF 18" RCP 0 1.0% �4 < 0, 88 CONST. 280± Lu 0 lb 88.86TC *41 k, 88.36EP P4 00 88.61TC g±; 82 4 "-F B-2 88.37 sJ5 88.29 88.55TC 88 13P, Ty CON6. RAP P.) 8.48M� 87-98EP co 184.00 > C ,-,,!86.94EP POND TOB (TYP.) ..... ..... �O f C, GRADE BREAK 2' 81. 87 11 EP A7 RITC 87.7 �00- cl 87 2 87.92TC 12* 87.42EP A7 rATrl- 85.50r-- 87.43 pi, 8735 3 K57:0] r �85 ..... . ......... ... . . 1 '4 77, 85.50 4 F X - - ----- x Lim 87.60TC -9 87 87 10EP -N, I r ILI 7.4f IR 5/8 YF� if; "PLS 2763" OONY COM�: AN 5.0 BERM 87. 6 Tc ;LIM 111\NDS 2 P% (Typ.) "7 "PLS 2763 ... ... ..... FCIR 5/8" is - N 8'.'OEP 1 86.76TC AS 7nFI z; 86.26EP 'N AE FEF 86 13TC 86.00 (El 86.60TC -y . .. . . ..... ,-'86.45TC 86, 'j, 0 85.95EP RCP 0 0.5% 18" CONST. 84±L lib 41) 86.60T 9TC CONST. MES is.1 u�.VgEP 6.1 EP INV. 78.50 185.17TC J84.67EP T 84.92TC Y ,4 PROPERT LINE (Tyl�. N.'' VVISMAW BU W Q= IE CALL 81 1 I SUNSHINE STATE ONE CALL OF FLORIDA WWW.CallSiln$hl,70.corn (800) 432-4770 MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE LOCATION MAP N.T.S. CONTINUOUS FILLET WELD 2* WIDE .3- 8. 1 1 14- 1 1 4- BRACKETS 0 18 S.S. BOLTS 5/8- EXPANSION TYPE SKIMMER SKIMMER ATTACHMENT DETAIL N.T.S. 2 1/4" - 1 4'-5* n 1. SKIMMER TO BE SHOP FABRICATED FROM 3/16- 6061-6T ALUMINIUM OR 1 8 TYPE 304 STAINLESS STEEL 2" WIDE SUPPORT BRACKETS OF IDENTICAL MATERIAL SHALL BE SHOP 8. 8. WELDED AT 18 INCH INTERVALS. THE BRACKETS SHALL BE PERMANENTLY ATTACHED TO THE OUTLET STRUCTURE WITH STAINLESS STEEL FASTENERS. 8. 2'-4'� 2'-0' 2- ll* 0_2- PLAN 2 1/2- S-4- C:� 2'-0* 5 1/4" '.C� C�, 5 1/4 cz::= cz= -2' 3/4-T, C== C== S3*-0' _0" C== 1 3/4-j c::= CRATF o- - 2 1/8' C=::= -,\-EYE BOLT ....... SEE INDEX 201 2m 2 CL 2'-4* 2 1/2- (TYP) 3- ORIFICE (OCS-010 ONLY) INV. 81.10 8. s; + NO. 4 BARS 1 1 f--1 1/2- 0 12* CTRS. SECTION EDOT TYPE $lc 1) FDOT TYPE "C" CAST. IRON GRATE N.T.S. APPROX. WEIGHT 235 LIBS. RECOMMENDED MAX, PIPE SIZE: N.T.S. 2'-0" WALL - 18" PIPE ,3'-l" WALL - 24" PIPE 4"x6" CONC. BRICK ENERGY DISSIPATERS-\ 6- ly 00 < 4- CURB 0 �0 .3' z u u m Nr M tr 0 0 J__ 4* CURB 31 ROCK C 184.82T 84.78TC 83.36 M 84 32EP 85.1 OTC 84.28MP ASPHALT 84.77TC .60EP 4, H i As PARKING AREA CRUSHED ROCK 83.90 ME 8, :t. 54 84.27MPI sit 84.73TC 4 x 184.45EP 84.4 Zo >X A. 6* x 6' No. 10/1 4 _`�- �_-84_77OT6 84.87 F -4.-9 5-T-C] 1 FT 3�1 8 E8: 84.23MP 84.94TC 12* 84.37E .20!�Pj 84.44EP (SEE SHEET 9) (SEE SHEET 9) W.W.F. 3000 p.s.i. CONCRETE MATCH LINE -61- 83.68M AE Z� Nr 83.98 83.96M - DETAIL 183.65M x- c_ .. ......... ..... .. .... CONCRETE FLUMr N.T.S. EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM 'All A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01/11/2022, AND A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. WORK ORDER NO. 2021-22.5 77 1, CHRISTOPHER A. CHIN. HEREBY CER71FY AS A LICENSED PROFESSIONAL Is, . ' + A DESIGN: xC S 565 SOUTH HERCULES AVENUE ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT q CLEARWATER, FL 33764 THE ABOVE PROJECT*S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY DATE: AUGUST 23, 2022 /_y L-7 KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA ,DRAWN: XC EUE 1 t, SSOCIATE PHONE 727.822.4151 , I I I j .1 _-:I VIYVC. CB,4-PIAIC SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED A D.R,41%hr_a i, � - 's:_ 1 1 40' 1 ud/z /22 PER SWFWMD COMMENTS XC SCALE: WWW.DEUELENGINEERING.COM STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECI'S REVISION CHECKED: CAC LICENSED BUSINESS NUMBER 8423 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REMEN OF THESE BY A SEP[ COMPANY SUBMITTED PLANS. CHRISTOPHER A. 461414, 4i�135 SHEET NO. 8 OF 14 REV.# DATE ZEPHrYRH'LLS FLORIDA LEGEND PROPOSED LEGEND S. SET DIRECTION OF FLOW F. FOUND I.R. IRON ROD E)OSTING ELIEVATION I.P. IRON PIPE + ELEVATIONS ARE BASED ON NAVD--88 N&D NAIL & DISK ,� PROPOSED ELEVATION C.M. CONCRETE MONUMENT FIELD MEASUREMENT F8.87XXI ELEVATION AT TOP OF FEATURE ARC lt A�ZXX� §L— ELEVATION AT BOTTOM OF FEATURE A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT GRADING SUEEIXES: BW = BOTTOM OF WALL BFPD; BACK FLOW PREVENTION DEVICE EP - EDGE OF PAVEMENT BOLL BOLLARD G GROUND BM BUILDING SETBACK LINE HP = HIGH POINT c CHORD ME or MEG = MATCH EXISTING GRADE CALCULATED (ESTIMATED INTERPOLATED VALUE) 8 CATCH BASIN MP = MATCH EXISTING EP a COW CONCRETE BLOCK WALL TC - TOP OF CURB CH8 CHORD BEARING TS = TOP OF SIDEWALK rL CENTERLINE TIN - TOP OF WALL CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOUT 6' CHAIN LINK FENCE CONIC. CONCRETE CS CONCRETE SLAB — sF — SILT FENCE C.T. CURB 71E CTV CABLE TELEVISION — x —TREE BARRICADE (D) DEED DEP DEPARTMENT OF ENVIRONMENTAL (D NUMBER OF PROPOSED PARKING SPACES PROTECTION DHW DESIGN HIGH WATER DLW DESIGN LOW WATER REMOVE EXISTING TREE EL ELEVATION EMP. EMPLOYEES s. FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAY GAS VALVE GM GAS METER av GATE VALVE GW GUY RE IwVERTWI . IN PROPERTY LINE LF LINEAR FM LFE LOWEST FLOOR ELEVATION UP LIGHT POLE (M) MEASURED MAS MASONRY MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA F NGVD NATIONAL GEODETIC VERTICAL DATUM 184-45 O/H OVERHEAD WIRES O.R. OFFICIAL RECORD PE! PLAT 1300K PG PAGE/PAGES POS POINT OF BEGINNING (SHEET 8) 8 PERMANENT REFERENCE MONUMENT PVC PVC POLWNYL CHLORIDE MATCH LINE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE RIW RIGH17—OF—WAY SAN SANITARY sco SANITARY CLEAN —OUT SEC. SECTION SF SQUARE FEET Uli SHIN SEASONAL HIGH WATER > Tam TEMPORARY BENCHMARK TOB TOP OF BERM alTOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE < P. WIF WOOD FENCE WM WATER METER rl IJ PROPERTY LINE P P p EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM f A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & p, ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01/11/2022,, AND A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL J_ r ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. CL 4M DESIGN: xc 2 10/12/22 PER CITY OF ZEPHYRHILLS COMMENTS XC ft DRAW XC 1 08/26/22 PER SWFWMD COMMENTS XC c; Iq REV. REVISION BY CHECKED: CAC 'T ICDP bF Ski,) I ' JEL TRAV EL 81 lil pEUE ZETIIIYJRflLl_'S M.-IJIN11CIPAIL AIRTORT INDiSTRIAL PARK EAST - rRACIT 38 [�B 36 PC 455 UJ > U) 0 0 [a wvmmAw am" Vw MAVATE JQN w CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA www.ca11sunsh1n&cam (800) 432-4770 MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE 1p, 40 80' %%% I SCALE: 1" = 40' I , , ybolklokyW31% NJ.S. f Cy COL.' NY AN A C' 4- MATCH LINE ZONE 1 8011 FFET 'b ZONE X GRA E INLET T 0 8 OT -M xv, 74r5 lel� - WA" FULL 01 pl�: 0) 4 x 'u ---x __J ---- _N ZONEAE- < izw 79 F_EET) 4, 6A 46• eF Ati x Od X,6v x 1P, ... . ... ........... lip q) 4b, 4b, x 4- 4b it N 40' H,� "K i- Ji 0 " NAN Fl�:, R PRO 801a 1A 7A 4 �n x f WETLAND AREA ±101,545.13 SF X' F iu ZONE 4t -JA Al xqa 1b x r A x X�l X�l _A 'D , CC' N Ylf-)ANY H 0 C TOP f EL cq - M X. X t! WM_ f A'. OF Uk x x WETLAND DELINEATION PER SWFWMD. KATY ZANDER, uz" g BOUNDARY SHOWN IS CONSIDERED APPROXIMATE V AND NOT FULLY FIELD VERIFIED IN ACCORDANCE WITH 62-34, F.A.C. x P, 5 e 25' WETLAND BUFFER SETBACK LINE (TYP.) z 0 Nj r A' 'ONE X 'E ZONE A- tET11 (E L E, 1 FEE lb x 0 'ATE C. N FI L7 1�o y Q F" 80.4 < Q. _o 0, Cy 4 4; 0 0- Q-,Lfl,�L6 E(F) t�t46.34(F) Q'A2 ce% RCO A "E(Pl) A tb FRF2 . ..... .. EP EP 0' -- ------------ __6RAJ 3 INL T E 3 1 E rOP EL 7&96' 3 24" RCP INV El_ 76�40* OP s M, D r-d A A" 37 0 �6 D11 1. CHRISTOPHER A. CHIN, HERESY CERTIFY AS A LICENSED PROFESSIONAL 565 SOUTH HERCULES AVENUE 7 ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT SSOCI A"r"S CLEARWATER, FL 33764 THE ABOVE PROJECTS SITE AND/OR CONSTRUCTION PLANS. TO THE BEST OF MY Y (/1y 167 P, ZAI- KNOWLEDGE. INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA 4 PHONE 727.822.4151 -2 r.A7. ulEd , P, 4 1/1 .. 6 6 4DIYVC. 0jV1W4 SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED WWW.DEUELENGINEERING.COM STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECTS LICENSED BUSINESS NUMBER 8423 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW A SEPI COMPANY SUBMITTED PLANS- CHRISTOPHER A.,,CH1N,,, 8065 ZEPHYRHILLS FLORIDA k T11 I WORK ORDER NO. 1 2021-225 DATE: AUGUST 23, 2022 SCALE 1 = 40) SHEET NO. 9 OF 14 LEGEND S. SET F. FOUND 1. R. IRON ROD I.P. IRON PIPE N&D NAIL & DISK G.M. CONCRETE MONUMENT (A) FIELD MEASUREMENT A ARC A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABILITIES ACT BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD BSL BUILDING SETBACK LINE C CHORD (C) CALCULATED CB CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING c CENTERUNE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CL.EANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (0) DEED DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DHW DESIGN HIGH WATER DLW DESIGN LAW WATER EL ELEVATION EMP. EMPLOYEES FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER GV GATE VALVE GW GUY WIRE INV. INVERT LF LINEAR FEET LFE LOWEST FLOOR ELEVATION LP LIGHT POLE (M) MEASURED MAS MASONRY MES MMED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA . NGVD NATIONAL GEODETIC VERTICAL DATUM O/H OVERHEAD WIRES O.R. OFFICIAL RECORD PS PLAT BOOK PG PAGE/PAGES ROB POIT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD . RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE R/W RIGHT-OF-WAY SAN SANITARY SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEET SHW SEASONAL HIGH WATER TBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WF WOOD FENCE WM WATER METER PROPOSED LEGEND rA DIRECTION OF FLOW ti EXISTING ELEVATION + ELEVATIONS ARE BASED ON NAVD-88 8.8 PROPOSED ELEVATION 8.8724ELEVATION AT TOP OF FEATURE 8.37XX ELEVATION AT BOTTOM OF FEATURE GRADING SUFFIXES: BW BOTTOM OF WALL EP = EDGE OF PAVEMENT G = GROUND HP _ HIGH POINT ME of MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP = MATCH EXISTING EP TC - TOP OF CURB TS = TOP OF SIDEWALK TW - TOP OF WALL -a-- 6' CHAIN LINK FENCE - SILT FENCE - X -TREE BARRICADE O NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE CALL 81Y1 SUNSHINE STATE ONE CALL OF FLORIDA www.ot7lls,vnshfne.com (800) 432--4770 MIN: 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE WEST PROPERTY LINE EAST PROPERTY LINE 10.0' TYPE "D" BUFFER 15.0' TYPE "B" BUFFER 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+(1305 90.00 89.00 MEG 88.00 87.00 86.00 85.00 84.00 83.00 82.00 81.00 - ---• g 89.16E { A y{ (_ _ 1, ,� 0- E E a? � `€ � � T �' %� j '"T____-F_..,......._ 3__.__._.-S._................ €.»._...., k--�-�'- € '.'i___'.-._.._ ..w.,. [( .._..... ` € ...,,.. x { . -"- _ "� (( .�, _ .._._�..._..5._...... - f-.-{ „_,„.. _ _.. € _-k--`-�.�.. { .._.-__ ! j ._.I.._.......,...._i i BREAK O $5.652ADEEX. i -v ..i µ _ € i �� i . . , ... / �\ // r >� 'I '''� / - ,.. .. ,..�,_'r :.' w� p � M 1 b. / \ ,- a- f• y x E{ i ! P, `\ � ems_ \�\° GF€ I `GRADE ; f I f € s i i PROP. GRADE ( 1 {LOPE t 41 i SLOP MA � .r° � .,� ♦ �, _? ti \:,� \ \�; \ \ . \\ �\ \: ` \ ` r ' �.. ./� �� \ . ..a,n .P\/ I \ r`\ \ - ✓ °' ,,,: ,.:� '` "'„�'.c`" t , # . \. A, € i i ( j € I 5.() BER, I ! # ! t i t PROR. GRAD { t I F { 5.Of BERM i i 3 ._...._ _. _ ._. �� c- �,: TOB - 85. "0 / �' '�'------'-fir'- _ 1 : \ :i- \ ., �, .:�.•i = ,�.;��..-�_'---6-- �-I----a.._. "E' ? - -ter..{ --- -•a r�Q _ # ; HW-100 8�5.4a �`•� -^-+ MEG - �-- E € € ! ( € t i ! € 4 { I ! � 1 i € P # OP. SPHALT P` VEM NT \ � # /\�€./�� iJ ' ! �f{ / , � \ `\, !!``a E I # € { i .........5..__.._...._----^-^-'._. __mot._ t .,,y,_ .........b.,.«..... ��.,.._....._.t,..............€r___-___.�`.....,..._.- . t „.„_._„.._,!_.._....__._.L._.._ i _ j PROP.t 1 POND .-1.------d--- 4-I------•L.-- � - �- ---7 �._.__� D LW -1 81 tO '- ........... ---�........,..-�--__�.x � -' { € ! 8,1.0 0 BOT ([ i , < < E ; _ _1 U+bU 1+00 1+5U [+UU /_+0V J+Uu )+SU 4+Uu ++DU 0+Uu a+�v SECTION A -A' HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' NORTH PROPERTY LINE BOUNDARY OF PARCEL 1 & PARCEL 2 15.0, TYPE "B" BUFFER 0+00 1+00 2+00 3+00 4+00 5+ 0 5+31 90.00 89.00 88.00 87.00 86.00 85,00 MEG 84.00 83.00 82.00 .,..___ _ F _ _ _._.,.._.. --t--- ">..•'-Y----- GRA 3E BRI EAK 10 86.45 315!5' NT _ _ _ € [ µ - -- Pi3P.-ASPHA=T ` : f "VEM tt .�......_. _.,_,....F....,-...»....__i-,_.-.,.........i._,-,..... _,_,5..............._m� � ..,..:-.._....... _ ., . __..._.._.d.... _......_ BREAK REAK G.A....Z1fi� E ................s.;-».,.--•-_'�_.._.........._._._._. x . � ?§J�j€t .6.v 5 --'.M''�d/'a-. O4.a 86�'r -vcYh. �_ -'u/, € i EX. i... �---5_____....-1--... ...._�......_ E i{ ;£i --•�`'Y RAD (t:e: �'; �\': w < ,.�20 � MEG! �d �\�(..� 8{{I� - fIii t �'`°° ^.. /a• �.:�a' '/V. N_ .,_ Y�au:, s� '".s!�-.'\ w `i'. rt"�++.:.,�z.b� \_ �_� ' y\'am.r'/ �i':- p{�.-_/"uz\-:` / Y, �/ �.T /i,�✓/ ',. \+���\n.".�!a,, /e�:' r/`/` \\, \. ,_ \.,^ # •\s?/'K/ .. t/�\'`,�'/`' , 7-7 /p/\ :' " , /��'s7." j€{I $}€{'if* .._E... .... _�.1�{. ,.irE£f� : „.,� .i1.IL. ' �\..e.e�,,\._djj{ /y " "%n'' _A�'ryr'am."5.' sr. Y.I�€� 9. ,'.,. Ji�" 1'•.~��\ I' nt.''-a> / \�/�'�i .,%.\-../.', J>�- .,Fq.e/F. °%./'', ` '�y{t f\\j .a•Ta, \. \' iNE +` ..'J_f'. �j ./�`,.R,.�_e.c�f. /}j.,' ,�,,<,' \x '>J .a.�'.T\`.,:✓"r./ 'TYy"r.-"jr-`. '°c.. 3'o ....'.4....�...yY..�%: .F..,•.,.1,.','.bt�€E _.. '� ...,..€[j{......... ' I f 4-y ._ %'b.,�.`...n %-. t �#t, j� al'..r^/ ;/ -� '� i { € E, � >� �"` ,S-..� � w \ %/\^,1 �\�� \•/� € ' � .,_'� � £ j I 4 i i ...._.._.C^^"^..... .....3-.......d.._.........,.......5..._.... ..... y ,.I ..., € i f ! t � ..,_ _tj M._,..._..I....»...,.._...�.,_,..._-...-._f{�................�..E(ES�..-..__._...{_.�....... ._� � i { j i I € € � t ........y.... ,.«. .....�. III _.__.,._�- { __ 4 1[ :-_" �' i , ".;F'-. `E�✓.E... J \ '>3. -°� s. ��� rf ��` /l r / * I • '2!�:_' �..........__F._._.._.....�i. � E { j { i t .._ ( ...._.. ,. ..... ,... ' I ,.b..-....m...._3._.._._......€......_........-G._....._.�..�.__..__.__._.....,._,......t � ,....m__.i..,._.-.� $x i € .-."`�.'_'f ...t....:_._.'.-_'T'.__.._....s�.............._.,..{...«....._..-.-t-_.....b.. { ¢ �.... € , j€ ' € 1 .:^^_t^^,..^^-'C-^^ ^€....y t _......_��._}. ._._.,..,.._ .....,._...__. ._._._.._. ``,-...._.f«...............,._..._._.__.. i.......,.._,.,....I ..c._....-.-..b........».....-,€--i-... f �_, .....:.....__ _._......_.!.................1....,........-.,.3.........,.,....., -_..p..,........._.,........,...,......-.E-...............»...E ...�......_...,...... E....«...... ......... ........... I-_----"'-w-- -,.,_.L_.�_.,.. ,....'.... ,. { -¢__„_,........,.q.....,.�.....,.€ - ¢__--------. { y...._.... � �.....,.___...-%.-..._,.,._..' .,.,_ .. , I k 0+50 1 +00 BOUNDARY OF PARCEL 1 & PARCEL 2 0+00 1+00 86.00 85.00 84.00 EX. TOB 83,00 82.00 81.00 1+50 2+00 2+00 90.00 89.00 88.00 87.00 86.00 85.00 84.00 I 83.00 i 82.00 2+50 3+00 3+50 4+00 4+50 5+00 5+31 SECTION B-B' HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 3+00 { 5.0 MEG € { � BER-*�- { .._.i_ 3 I € EX. GRA s � 85.50 q i A'£RM 'i� { 4..1 SLOP y ! i PROP. jGRADIVE I ♦! I t { = { 1 __t4 ROP PON [ sE 1 i I � eF 1 € 1 f 1 BO'I1 = 8i .00 69.1 l I E # { 0+ 50 1 1 + 00 EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM A BOUNDARY &TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01 /11 /2022, AND A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. DESIGN: Xc DRAWN: Xc 1 08/26/22 PER SWFWMD COMMENTS XC REV.# DATE REVISION BY CHECKED: CAC OE MAX 86:00 . 185.00 ! 85.17E 1 84.00 ` 83.00 82.00 81.00 1+50 2+00 2+50 3+00 3+50 4+00 4+11 SECTION C-C' HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' EUE, 565 SOUTH HERCULES AVENUE C SSOCIATES PHONE 727 822.41511 WWW.DEUELENGINEERING.COM A SEPI COMPANY LICENSED BUSINESS NUMBER 8423 0 GRADE BREAK O 85.69 86.OI 85.0( 84.01 83.01 82.01 81.01 90.00 89.00 88.00 87.00 86.00 84.45* 85,00 4.0SPREADER SWALE 84.00 4:1 SIDE SLOPE 83.00 82.00 81.00 6+00 6+50 7+09 05 0+50 1 +00 SECTION D-D' HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' LOCATION IMP N.T.S. BOUNDARY OF PARCEL 1 & PARCEL 2 GRADE BREAK O 85.78 1+50 0+00 0+62 PROP. ASPALTPAVE�ENT i 'i EX. GRADE - 86,00 86.00 85,00 85.00 -..__ MEG = 83.56* PROP. GRADE 4:1 SLOPE MAX 84.00 -- _.. 84.00 { / 5 - 84.00 MEG = 82.74it _-? 8 3. 00 83.00 # - �� 3 ...__ ? £. 83.00 F EX. TOB -< 82.0 82.001 82.00 -- 81.00 81.00 I�-__ ¢._._._.,_.f.. _.___ ___. -___ ._. _ 81.00 1+50 0+50 0+62 SECTION E--E' HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' I, CHRISTOPHER A. CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECTS SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, .INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. i UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE FLORIDA SUBMITTED PLANS. WORK ORDER NO. 1 2021-225 DATE: AUGUST 23, 2022 SCALE: AS SHOWN SHEET NO. 10 OF 14 I �. , , I � . . I I I . � I I � . , .: .:; � � . . � . I I I I I I - . . . I- �l ,,, : - .., , I I � I � I . . I . I . I . I �q . . .. ... , . . � . . I I l . , . I . I . -, . : , . I � I . I I . I . . I . I . � . I . . � . I I - . I I � � " , . . 1 . � . . 1. . : I .�. � . � . I . I I - - :. , ,:; - . � ,:�. �, ! I , � I � . I I . I I . I I I I I I � I .. . � . � :,": ! � � . . " ,.I �_, l'..,.:l 1, � �. I '. I � � , I . . - - - .. !, � i:.'m LEGEND 1: , , 1�� C ��.,- hl 1. I . , I ." � " i , - I ; : ��. 1. . 11. I I ..�- �l . . . � , - . - I S. SET . . . - ,:., � ,�%_ I - - . : , - . . " � . . . .. I F. FOUND , �: . .. .j.. . I.- . I - " �:' , . I I.R. IRON ROD � 0 , . , , ,, i t; . .. � . . , * , 1. �� , I.P. IRON PIPE . ..'S., ,.; I �.� �: % � -, . , , ; .,. . . . . I N&D NAIL & DISK � ; . , I �. .1 . , : 1� , , , . ., ". I I C.M. CONCRETE MONUMENT . : . . tf '. : . I 0,7� ".. , .11 .r: I . (A) FIELD MEASUREMENT . , . I . � . .. . I .. . A ARC , . . . �, -I : . .. -, . I I . A/C AIR CONDITIONER �. . 4. � . I I � . ., . � . . I . I I AC. ACRES . . I - . . . �.. I. : . ,�_ . ADA AMERICANS WITH DISABILITIES ACT I � I � . I 11 , . . . 1. 1. I . . . BFPD BACK FLOW PREVENTION DEVICE . I .. � . I I � . I I BOLL BOLIARD . . . I . �� I �:;. ; I .. ! I I I I I - BSL BUILDING SETBACK LINE 4 I . . � : I I 1- . .,�,� 6.. , � I . I I � C CHORD .�. -. , , : ;,� , I I I . I . . I I 16 , . C) � CALCULATED � I ,.�, � I . . �'. . ,�' a CATCH BASIN '. . I'll, � I . � ": � . . # CBW CONCRETE BLOCK WALL - , , , , - . � I In, . CH8 CHORD BEARING ... �,� , , I �� �� , . . I - � I I I . . 4L CENTERLINE . ,! ': I. _; - - __ . � '. � '. , ;, ,t � , CLF CHAIN LINK FENCE , , 1� " i . I � . ; ; .,. � , " . �. , !.. . CMP CORRUGATED METAL PIPE I . -.-: . . I : . � , I . - - ; C.O� CLEANOUT I., : :�' �'. , �.. .. I �., � . . I - :1 . . CONC. CONCRETE -�- � �. , . j : �l . 11 � '.' CS CONCRETE SLAB . �,:., ".. .. . , , "' r �;l .. I . . I. : C.T. CURB TIE , "A .. .. .. � .1 .. .1 . I . I I .. . CIV CABLE TELEVISION , . . . . � '! .":f I :!", .1 . I (D) DEED I . I , . I " ". : I - � OEP DEPARTMENT OF ENVIRONMENTAL . ,:"� �, .1 � ,; 1. � . . . � . . . PROTECTION I . . . , t :1. .. . : � . - DHW` DESIGN HIGH WATER 1. I . , . I _�. I . I . I . , � DLW DESIGN LOW WATER I .. . I . � . I - I . . � . I I �., I I 1; I EL ELEVATION I I , . . .. . . .. I EMP. EMPLOYEES � I � - � I . . - .. ." , ! . � I . I FF FINISHED FLOOR I . . I �.:, :;, 4 .. ! . ,� . I FHA FIRE HYDRANT ASSEMBLY _� � -, I . I I .. . . . - ` . . . . . . FPC FLORIDA POWER CORPORATION , - , , , .� . . . I - , " , . I . � GI I GRATE INLET .. . .. I . . , , .� I 1. � . . � GAV GAS VALVE I ,�. , . � 1. � . . I It- . . , , . �. '' GM GAS METER I , ", .. � . ! , . I . i � . I Gv GATE VALVE . - I : � P. I � . ,� ; . .., I , - I aw GUY WIRE . . .. .. � ..; 1, -A . I I .. 1. - .. INV. INVERT - I . .. ., .1 .I. . , ;. ; I . . I . � , -.: I I . IF . LINEAR FEET v I . . � . � i ., �, �:, I . I � , . . - ; ; , . I I . . I �, *.��,_, ,� I LFE LOWEST FLOOR ELEVA11ON � I I :. , i I , ; . 1 . . , . � . �.� Lp LIGHT POLE , , ; � � I � . I :'.. .. . I I . 4 " - . 11. � (M) MEASURED . 0 ..., . , , _ '�' ,-; . � .. I . � , MAS MASONRY .1 . -I _ 1, I � .. : : . ,. , � . .. - . MES MITERED END SECTION . , .1 , . . .1 I '! : �f . :1. , . .� � I MH MANHOLE . . t I. � . I MHWL MEAN HIGH WATER LINE . . : ,,� � i� - .t: - � . . .. NAVD NORTH AMERICA I ... � I � � . 1. � �, NGVD NATIONAL GEODETIC VERTICAL DATUM I 1, .:,. 1, . I I .,. . ll . . .11 . I O/H OVERHEAD VARES � . .. .. I I _ . . . . i., .. � I O.R. OFFICIAL RECORD ,�. . . I 11 I I : .� . . PEl PLAT BOOK � I � � I . ., � . , . . . :, , I I I . PG PAGE/PAGES 4 � . . . p �!. :; IV .1 ! . POB POINT OF BEGINNING . - , : .. � 1; . _:: '. *.. I .1 PRM PERMANENT REFERENCE MONUMENT , , 1. ol . , I I . � I � I PVC POLYVINYL CHLORIDE '. . '' : I . . .� . I .. � . , * . . R RADIUS , � . .11,11, - 1 1 �'..: . . . � . � (R) RECORD . . , ", - ... I I ,; . . I RCP REINFORCED CONCRETE PIPE :I . , b �, ., 1�1 I I . � , ; . 1 I . - � I 4 I . RCW RECLAIMED WATER . .. I . , , ; ... I . � .1. __ I :- . . I .. , - . � RNG. RANGE ., , , 1, . , . � , I ., I , " . a ; , �':, . I - . I I - R/W RIGHT-OF-WAY 1. . I . I * ; 1, � , , . . . ".. . . . - SAN SANITARY 1. - , , ��, , . � . ?. . . I , " I � . ,., SCO SANITARY CLEAN -OUT i- . . � .,�.b . . . I , I . , .. . 1� 11 SEC. SECTION �,, .. � , -� ,,, 1: I .., - . � , SF SQUARE FEET I...... I _1 � .. . .: � - , .�: - . SHW SEASONAL HIGH WATER 0 I " .. , I ! . f , :,-.:-� I . � TOM TEMPORARY BENCHMARK . :.. L: � . . . TOB TOP OF BERM . . 1. ." , �w I '' , " I ... .. .1 � Tos TOE OF SLOPE .. .. I �l I � � .� I � : . . TRANS TRANSFORMER . I f., . ; ,- . . i I �. . I � . . I . TWP TOWNSHIP I . .. . I . . 1. I I I I - . � UP UTILITY POLE � I .." � . 1� . - I . , WF WOOD FENCE � 4 � 1. � 1 1 � � ., I il ." . . . - � : . I . � % I 4 WM . WATER METER . , . I. 4 . . I I .:, . . I I I- ., I . I I � , . . - ... � I . .., 1. 't , I I � I . I � I . '' . L. I...''". � , . . I � ., . . . � � . � � , .. . �' - : 1� I .1 " .... .. � : . I I . . . � .: -,;;,., � . . I ��; , ;,,' ,_i , - - - . .. �1_ � � F �,� - I . , .�1.11� , I �. . _.. . : . . I , . ,::, � 1:1 I ; , � - 'I- .1. . - � I. . �_. 4:._� . , . � ..'A .;. 11 . '' - I . ... J_ I I .. ,.- . � . , _..'';' ,, ... I . . . ; � I � "., lq � I .. I I . I I , ,.i . . � ., . I . I �.,:. ; I : .. . � . I , , �. . 11 I . I � - ,. . I , I I I . I ... I . , ., .,. - '! . f .11 � . . � � . I 1,,... . " . I—.... .1 . � . . . I :,. , . , I . : . . . I I . . � I - , . . , , , - � ... .1. . . . �1. , I 1; I - � , . . . F L .� . , '' , ., . . .:� , .,.; �.. t . . ,� . � 11 ;', I . ! . . - I - I I , �; . . I I I , . ., �. .. I . . - I I I � : '. I . 11 . �. . , - � I , .t., . � I . . - . , . I I :� i - � . . . , .� - P 1, . � . . 11 . :. , ; , . I . I I I . I I I I I 1. � .. � I I . I , t ,. . I . I I I ZEPHYRHILLS DETAILS . - : 3�' . ; . I .- . � . . .� � .. . . � .0 ,, - , ,,� � L'� � I .1 I . . ONST. 6" DDCVA PER . � .. � ` "". . : 1. , � � I ZEPHYRHILLS DETAILS , �, 1 , %'�, I I j .1. �. '� I � . . . I - I � A2 I I ..-� DIRECTION OF FLOW All, -,q' ,EXISTING ELEVATION + ELEVATIONS ARE BASED ON NAVD-88 eM2PROPOSED ELEVATION F878-7x-xl- ELEVATION AT TOP OF FEATURE MEW- ELEVATION AT 807TOM OF FEATURE GRADING SUFFIXES - BIN = BOTTOM OF WALL EP = EDGE OF PAVEMENT G = GROUND HP = HIGH POINT ME or MEG - MATCH MSTING GRADE (ESTIMATED INTERPOLATED VALUE) � MP = MATCH EXISTING EP TC�= TOP OF CURB TS - TOP OF SIDEWALK I TW = TOP OF WALL 0 6' CHAIN LINK FENCE - sF - SILT FENCE I - x -TREE BARRICADE . 0 NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE �� N r "mmir mom Ym Max-M, AN w CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA www.callsunshlne.com (800) 432-4770 MIN. 2 FULL BUSINESS DAYS .I- BEFORE YOU EXCAVATE :::� 02 40' 80' m m m I m m r MON9 SCALE: 1" = 40' I . I . . . ,. � I . I . . �. I LOCATION MAP . I � . . . . I I .. N.T.S. I I I - : � ! ! "Vo_ ggonq� � c'�'K�,�� . 'I :, 1�",-_�V,l, "I , , �. "o, . " ". c _g -g-,-;,,�tg � ",I - , � ��' 1� I'm - e - ,j�gg, � I - 1111- 1-111.1- - r _� ,t',-�, I i 1 1 . " � i I I ,vv . t 1�, I ,�V,,;- _- - - -, , ,,, j j I : . j_,_ A, �, eVr 2'5,225vw� �, ,15, ... I.- - - I I � � x "I �,�".�1.11,-,,�;,_i�"A-1,���z-."I ...�' - - 1�1,�,� 1 ', -_ . li � ;? �_ "I'll, �,r', i i . i "Lj � �11 I ��,"_"' ��*_I�l "_'g_-_ M - �'_"__ .1_ - __ V_ . - , , g-v-, � --g.,, - - -, , ,��F " , - - 'r"R." 1�t:_�_ �__l -� - __� .,� i � . . %,. " 11 �� g -'.4" , - ,,,�:4q,�'j� ,�_ ��., ��t_ " t --- ___ , ': I W-ii0mg - . �_ 'lj� ,�T 0- &q �g -t�'_�, "I ,W _ m . . , i 'k, , �� �_IrP_�7`�,Nl, .. 4% IMZ� ,'^�'S4g'pg� ,�� I _ � �W ��,�"i�," " �3� i im��i�, - ,-11 � �,-��. , , 2 , v ,�R_ 5 , I , P . ,,',-'iM-i�� __ _ , � - 5-1, � .; I - I ; ,� � - , � 58 <.,�',W' _�_ . - �� - , �1� . : - _19;,e� ,�,.� ........... 1,,�,�,:,, ,l; --- ,� '�' � __� - 11-11,11, , 5 I ; - x 1�11.11,;Iz5IFU m. , __ - .1 ,,,, t z - �,,�_ " _ . , - , ,14 - ,,�, %'yl . i I �l 11 �' �,i�',"�.3�,. ��`��'f,��&Mjj_ I , " I �1�1 . , --,';-� � OK��--� ,,�-.�_�� 11, , t i I I , -,, ...... I ; I �j,�Z�,,��,��,% -�,�,,,,, ; �� ,-��, ,�,, i , ,�vr,,�", �, � ,,`� .. - ,,�L/ ���."-�,�L5,.,N",�.",��",r-",� '2"', - _�4� �9�__,, �� A I k __ , , �l � � - �"l - " '�� , , - ".1 ., k� � .- � 1;�-�,�,,,y ,.",�,, � �V:�*M!Rw�.112,1'5_ "...- ,,, ,,.,,.v, . � ,`�:"��- �� �,""'k,"R_ :,!,;�'� 1.�-�, , . : ? �� ", , 0�,, ,,X?':_ , I I- -_ - , �t� ,,'.�.` � �f.,,'p ", , "m - ,,,�e��.�,_.. ! I ?�f��,'��, ,�, _�'" - .l.v,�,l'r 15;r-�'-�_�, 1 1%, '�,1,,,,�.�,--,�4�,�--.--,;,-,.��,��,��,��,w - 1, "`,"� '1_1'�' i ,, _ ,,, �tl_ Alllv , , i , _,"', ". � I , , , " , , I `;�,�M�Ai.,�_,�,,�� � P�lel , � . � - i I ", � 44__ E,7.� "'' '.'� ,:�� �m--"! - I . - " - --, , I , __�__ - , I __ �; � i ';� 9M lw,141�:��;�; ,__,'��'�111,� , ,_ 6 i � � ,��,��',k� . 1.��kl' ��_' ", 6 , 2 �,vr��","3�,� S -� ,� 5-�S,,, �, - - '§, , - � 4� RN51, - ""--I , �� ,� I . 7� ,,',`�,,,,7777�_�,�� ,�, al,19 ,.", , e ,4_ . - , I � , �,__, � z v 4, '._,_,�, � m__ i � 1 f7m , , , "I I 'k"'?"*'_:N i& I ,K., �_, 4 I � � "' , I MR f" � - , '�� q I 11.1 -,;k-��v�_-,11, , "'�,"UR--_ %,,�R�� '��A� N ...... I i ��,,o _�. �7 N ,� � r _t',' ,,E�,`�""�,,P -&' cl`_��i-1 .- ,g�� -.'�",�:�" 1�,� ,� _��Z�L� r .y 14 �5. , 1 � I , , I -�,", 't� , , , ",- ��',�,�.I�,� W.'s . . , � � , �, , ,','� , " ,., " , , - �,!il "� ,#'3'!' , , ,N A_�,��, ,� �.. " " t" e, ", k_�,' � " -- --6, I—- I , � �,'�"�',- ,,'� , , i-. ,� ��':","P'11" �,'� f - I � " '� , _ _1 - 'r, , i, � 10, 9,15 � ,,�lm�,-, �, r', ��ip ..- - ,��-- 'r � '. -, _R - �i - ,0 I i I , - ` -5K , 1, � , , I � __ t ,� ,6�v - -� M �:� ��'�, � _,".... . .1- pl"�,,� '', -� 7-t - - � ,m', '�',�%�,��,7�r,;j,,��' ''�,',�'.. ": , . 1� - -; . 1 I ,� t I -, ,,m , I ,?4. , i,� - 11 ., - ,-,,D�:,,�-�_ -,f,-�;,- ,,�!,---�,,�`&,,�,�,� � � ;;""; 4,-`;i , �_Nl� T - _1� ll-', i i � 11 i - , � "A n� , ���,,,��,.'. 1,i','�, , - �,qx��p-,,,,, '01 '_W4�' , _' -T,--zr_;",, I . � - -- 1� ,"."ll" ,e ,,�txv;, !, ". ," - . , , - � - v ;�Wgr��'. " I � I � �, - - . - - 41 --"I � ,_u , - R-MOI i I I . - -- � .� - r� , - �� R -5- __11_1,�, Z� �;� . � 1,11 � I . I � � - , I Z. ll_lm� i " z � , ` 1 ��, - 31 - 1 1 ,� ....... i;"-""" . z ,�,'ll "I -,---,, , , '&,� , ,� � z � I 11 - I '11, , --a-11-1 , 0 ,� �� ; � . ,��,-,1-1?�' -,- --- ,-N-4, - -�'� � . -, , ,4t - �-, � I ,'I , , .4- 1 I " , �, �:� �� . � 2_- _,", ,� 11 '�y ,�g�,,,,�', , I N 1Y, �','� ', - N � 1&�,, 11 , I .W-, z�,�- -L --4, �_, ., 41,§', .1, � I " � ,�� �, 1,�;--,,;�P -Qn�� "I � - � ni,� " , ��� -,,, �'�'� 1, z �� ,k� �� , - - - ---- - - -,"', WZ�,.�, � , 0 I , ��jj , - y , I � I 1�1 - j - __�i _'l -1-4 i I ,? I �� -� ; � ,� , . p ,; ? _��,; - Z__ - , , 10� --s' �'l 1 T I 1 43 .1 , ""' _ 1 � ,�f-�--,-�,-�4�';,,7��,,-,�i�*,�--z� _,r>, - ,_ - - ,,, 'n - j I i . � 1.n � � ,., - i�_ Z�u_ �� W_�_ , �, ,,,,,, ; i I i , , "k,� , ��_ - I I - ll�:l r.!,Z.�A_�_, , � ,, i m I -""' ,I � - 1�'�'-g� , �, " _ � kp�.,., ,�;��;5 -Z6�� � -, � �, �1� ..4 � 1 i "I'D ,1�, - 11 '. ,,,,',�� -� I .- p - ! .. . g��� ,, ,� � I ", -A , ��*--,,� � 1 11- I � �l '71 i I 1. i I , `,, -� --,__��-��- N',Nm - V----- , I , . -�t'- I I'll ... -1111, ,�, % . , , �, .1 . 1 � - , t ��, "00"', I , _� , , i 3,� L �,%�, ". 9 �� . - - Z,, . . r_ � I ��l � ��_g -1 �.,__�` � 11 � , ,�, - I . i % 11 - i I _� - �i�,,--,� " � � , , - "i bml'?� -.�_ � � ; 11 . ,�`y �J �-, - I s y �7, - i ,,� , m � - ,�, , - _�, ; _% j " i t ! . . t _P' 'i � ' -- , , " ", , , , � �� _� �,-_�,- i"Vi4 _1 , i 1 1 i 7v- t�V, ,,, ._ I, � _ . - � . � - , I I --- -_ 'A ,,�'e�_ "-,�,,,,r,�'.'� w ; Z ' . - RHif 1-c C I r, All . I . . p. � �,41�_-��=W'tl,.�� ,s,,,,�� �., �1�4_ ,,, � , : . : � I . y � - - - 01, -1.11111 - __ 11-1 � I I � I I T R A LZ , . z � , , � � ; - i � I "I.- 1-1. -1,11 ,4i��,,��,*.,,,, %.,�,-,� . I . -1 I I >1 I i - i " ", "��` -, �;-g - - - -:.' 11 � � .I- . � '. I , �x � 1� - _� - � - ,1� , "I 11 I . I � t . I . -, -- - - 11 1. _� .- , .1, 1--; ...." �' . � � � : I , � - - � . � �. � - 1. . ; .. x � . z . - ,7 - - � � � - � - I - �. " , , . I I I . , 1.1,11 I .� , - , - � ; I .- �-, __` -------------- -A Me � `�R',sr--� -,� 41�3'1, lll.� " ���,,,���,�"!"",�,,�,-"�",�,,�.--,, -- , , � .. �� � . .., "I ;l, �� . �. . � I FI; . . 11 _` ,;, � 11 i", I ... I -11 - � i z I 111- �,,%W, " � - , - I - , 1111 I., , . I N 1.11, i � ,:,,�� ',",�":�!�`,�� ., I . - . - . � : V, � � I - : #,,,,�l -, ,�i��, ,,,,,,;l .- , , I I EX, 12" ViATER MAI , -, _;_A�,�,'*, - ,� I. I � � � - - � . � � I 1 4 1 1 1 1 i ql-�',�,i`,�,��, ';_'_`]�, I .1 I 11 �11 '. I __ � , - . �l . - . - I � I '. , " `;"' �,` � . . ......... � , - .1.1-11 - - � . � - I � I : 1; � I " � . 11 1-Vl�'l "I 1-1 - � , I : - 11 � , � _.. - � .. - � � , � . . � � I , ,"� " � , �� I I I . � f ; Al,�,�i`12i�,,';!&] ;l � 1". , " , "; " , , � , � I � 11 , - � .. : , - , , , I ,�' ;, �� I �,��, , t� " - - - - - , �, '. .. V -, " - ", ", - , . , - � .., , - " '' �l � �1, � 'i I f . � ,;Z"', , �, � � , � - , , � I I 11 I I I I 11 1 1411� �11 - , "I I . . � � I - . I - I _. - . - I . (APPROXIMATE LOCATION PER I i .1 '.;Z,'=�_�! �.g � - � . ". , . - . - I � , , I , - � I - , � - I I., 11--ll-, il- - � _,�^ � : .. I i ,*, lll��,�� "".11 - - � - _- - - - _. � � - -, I I ^�' , I , - � - " � _� , " - I � , I "", , ,_ I - � % - � -1 � - . , I - -_ I z I " I _ I - .. I - I - ,� , , � _�x, , _. '. � � � - .., I - - - -11, � - A I 11 I � , " I - . I t *qN.m ��.0 ,�;; a ... , ,�;21'1',N- ,-z. , ! i 2; � 1,�,� . -1 - � .. � � . � - . %** - � 1� ,,:_ .1 . . �1, . � i I" ,'�, .. - - - - I I � � . t � z CITY OF ZEPHYRHILLS A ! i I i _,� - 11, - I - _," " , - - _� . - " - - � I TLAS, I - - - .. �v --- � � , .. - -, '.. _'_`�,, , '' , ", - � - 1 ". � . I . - , - � � - � I , I .� .1 - .. ,,, - I � I -1-11, 11, . � �l . � �� ._� . �_ - _ - � �� _-, -� .. I I I _ , I- I . � � � �_ - -, �-- _, � , i i I I - - I . ----r- � ,�� ........... ,, � I- I - . � - . ; . 1-1-1, __ __ -- ,I, ,, , � . � . I I ;, ; � 11 �11 , I - " - - - � --- . - - , _ . - ... I , -_ � - . . � I . ': 4 � I . � i of . I . . - , ,-. , , � �_ -1 - _. I _ v : , -� � � , -'_,.� I � . ��: ill".,�-",��,�,�,�I'l�,��',�',�--�'�-�"),"""�-1;��'�""-"-, - " 1. - i I . , - I f z I , m , _� �r� . - ,:_ - , I 9 � el . Rlrr�' - ..-� '' �: :_ - . � � , - I Y5 � � . I � . - � , ,� - 11; I . _ - CONTRACTOR TO FIELD VERIJF'�) t i I - - 1, .1�1_ x, - , 1, � ,I .... ... ",__ - I - . � . � - - � -1 - , ; ; I ; I , . - , __ � .1 - I . 4 I, � - , - . . - - � -- - - -, - � � . I I I ��_,_',�,'��,";j ..... . i'� " _. � . - , - - - ' -, :_ . � . �l . I ���,, - ", , " _,, 1- - I - - . . I I i � , - _ , - , ,,, '' � - � � I i i 11 ��,.,�,z4 ,� � _ � � - - - - L--,--2 ,� . I I � . t - I 11 11 -.1 1 .�4 - � - , . 11 . " .1 PARCE __ - 1- I 1 - 1, ! _1 ;-, - " -. - __ . � __ . - � , - 111. 11.1 . i . I I "'. _., 5 . � - �� - _1 � . � �� ., . � � I - � X , I - , _ . !:� . � _� � �,� � I I I i �� I I .- .. - - - � - - _ - �l . I - �� - I - . ., - I � - -, `� " " '- � � Z. 7L 1-1, - " I - - ''. � I - , � . - - - - � '. � - . - - -_ � - �j� - � � _^� - � � -_ i ,, %., � '. - , ": -,.,,' = � I , � � . I - . I I - t , . ., , I I . , �. 's'; i � . � - : I � I � "', � I I . 0 � .. I'll .� ., - - - , , - , � - - . - � 1. :' � I . I i * I - a 1-1, -1 . � . � � � - _ .. � -- - - � _-... - - - _,L . ., - � - ',- � . ", -, i'�' . ;- I. - �l , - � z '.. 11 1- _ - � � � �.11 , , I '-1. _- .� . �, , , . - , � ., ., .. ., .. ., .. ., .. ., .. ., .. ., .. ., .. ., .. ., .. ., .. ., .. ., .. ., ,.. �, . � � , , , , , , , , , , , , , , , ;l , - - - . I . - - - __ I.. - , - � - . I � ,, ,., 1: I . .1 - - .. � � I : -, - � - - � _i7,� , ": " ". � __ � �--� - CONNECT TO EX. 12" ZEPHYRHILLS ! � 4� �� . ". " " --- �_ � _-, "V , , � %, � ,� � I �,� . , i I �. I � I , , - - ---^ - � , , . - - -- _ _,-- � , � I �. _'ll � � �: , I . � I � , , ." - , � _ � � , - - � � . , , � - . ! ; I � _ �. � , ,�� .� .� - � - " � I � .1 � I i . .1, .. - � I �� " . . q I 1 i I- � ll - ,. . I � ., � , � - , - - . ��-.. -_ -, � - �. . . I ) . � ; I � " - I - - 4 - -.1 � I I ''Ill' I - _11 "I � " .1 _ �l � - , - � - -." - � 11 � .. � , . , , _', " - __,_` ,,- - - � . � � � 1� � � . I I WATER MAIN BY DEVELOPER; C I : I - � 1,1, .. 1, , , . � ,z : i I t . ONST. i . �� 1.1.11, .s - � - - , - . - , " - � i I ; p t .. _.- 1_1 1, -_z I � �_ - -1 - _. � - � , � � 1. . � :. -1. �r � .� '' , �., ..:., . " �� - . � - i �.. - � - - � - � - - I - � � - : �, " "', ,. , I � 4 � � , � - ,, � �..[ _ .1 . , , - � ;, _e"':: ,� � I t I . - 111. . .. � - I - - - - 1 I 1, � - - .. I �. .", " ,� . .� .. - . � ; - �, - - - , i I I I . I ..:, - , _ � .. . , . - � - .. - - - � - "I. I � ". I - - � . - - � - - - 11'., 1. I., � '" � ". 1, !� � � � "' , , � - - - i , I . � " .. , � - �� 4 I �. , " ,, , � - '. - .1 - - I , 1. 1� :, � . - - , � A2 12"x6" TAPPING SLEEVE & VALVE � 11 _ I � - . - - � - . - - -, � . I . , � , - � - � , , . - j,"; - . j 1 5 �/.,, r-\ 11 1�11 � � / i i , Q i I / i I i ." _ I CONST. 90* !BEND (TYP.) CONST. 6"x4" MJ CROSS W/ VALVE & RDWY,�VALVE BOX y I PER ZEPHYRHILLS DETAILS I . I i I � : - . 1� I CONST. 11" iRRIGATION M i� I I I ASSEMBLY STUBOUT W/ , . _ � BACKFLOW OVICE PER 11 L I . I ZEPHYRHILLS� DETAILS r <77I I I y i - � I I Z11 I I ! � I I - I W IIIIIIIIIIIIIIIIIII W m � ; W______ W \_ , ,ONST. 8'XlO' P% 3: 3- - 0 . I I � � � � .1 , DETAIL I SCALE: I " = 5' A . .� . �,-., .-I . ". � . . t : . l I . r . . � . � - : . , � . I ; _ . . i, . I I I I . I - , - I :.:, ." _� . � � . . � . . � I I.. . . . . . I I . , � . 11 . I . . � . � . p I ...� 1, . , . . . R . I I . . C4 I , . I . � ::. 4 , I � I I I I . . - . I . 1. . . I, , I - . I � ,; . . . . .. . N �, - . , . , I q� . * "I I I I � I . � a .. . . , . I . .11 , . . 4 1 I . , , _ .. . : lo _;, . ''.11 . I . 'k . . I .1 .- :� i *;� , . . i . . � . I "I. .1 1. I.. I., . . I �:1 I , I.. . li i,, � i - I . � , .;. �. ., " '. "m , i�11 , - .. �� " . , , - , r_ e :� - . � , : "! ! I,_ . I 1, � - I . � , , . . a , . ... . . I . . . I , � . . . I ; , ! * , �1, I I I.. ,. � 't "I :., �. . ; . . � . . � . I . - . . v � ; . . I.- . . ; . 1� .. . � - > ,. .0 ... '. . , � ,,, : ; , . . . - . . � - 8 , , , 1. . . : I I : . .:. , , I � - , . - . . � - � Ju . , .; . I . ''. '! ; I , � - I - f :. 1. . . . A . - I I : . , : " : I . I . . I . . :,l. ", , �, .� .;: I I � � . � .. � I I . , .. � �l 1. . . I : . x . . : . I . . �. I � . . . . .. I I � . �. . . I I I . . I 9 . I . . . . . I I - I I I �. . � .- . � I 11 . . � . T . � . . .. . � . , . . . u') I �' " I I � . I . . . � � . I . . , �t � I � � ;;, . . , I . - .11 � I I . I �. . � . . . . I V � . � . � I ll . I . - , . . I ' . 9 i, . : " . I 1. . I I . I ll� , -_ . , 1 5_4 �, i . . , , : .P � . - �_ . � . - I I., � ,. W. . �. . . I . 04 .. ''. . � i_, � . . , . . , . 1� ; - In'':, , , . 9 I , , 1 i. . , . ", I � I � , �': , ,� . I � �, . ...I , . . . , " � ...'. �_ , 1-11 : . - , I .1 - I I ... . . .1 � I .- ", � I " , i , . � � � , , . , ; ; I . 1. I ... : . . . I I . 1, �, . , . I . . .. . i - - . . . . . . , :, . " , ,�, - I I . . . - , . � . � I , , , � . � )�,' .�� . .; : , � : 0, :', `:*', �:1 � I �;, I . . I � I. EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM : ., _� 1. .- � t . I . I , - * " . .. ,�; . . I , . ,I - . .. . y A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & . ,� 1. . ., . . .. 1: '1�1,... � �.-: .- .1. . , . 11 . 1. 11, .1 ... . � ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01/11/2022, . . . ., .1 : .. . � � . - . I 4.1 POGRAPHIC SURVEY � . _� � I . �. .. . . I . .. . . I I .. . . 1. . �. �. I .. . 1� � . . E . I & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. . . . . :. . . cl , I . I . .. I . � . . . . 1 �, . 1:1 . � � r . !. , !" � - 4; . � . I �!_ :;, . . .. I . . . I 11 . , , I . I I DESIGN: xc � I DRAWN: Xc ; .. . .. .. . . � I , , �1. I I I I . � � . ..,.. . : , ; : * "I. .i � 1. I � I , I � , . . 11 �� . . � 9 - 22 UTILITY PLAN � I UPDATE � Xc . 1. � . I .. . .� . C4 . . . � I I , t � . .. , I.t I i � . . . C4 . I " I I I I .. � �, . . I .. . � I I . - - ... , . . I ..� I I 11 - .. . , . ". - - � 7 : � - ." �. " . I , , . . � 1. , " .; L. 9 : , . . . . # ;,: , " I I � � � - . I CHECKED: CAC I I REV.# I DATE REVISION � By i I... " t ;;, � �". I . I �.. . . !_ . & .1, !::, I . ,� , -_ 1. ; . ; . . . . . . . � I . " . I . .,- � � ,.;.. ".:. � � . � I : . . . . � � ; . , f -1 . . , ... I : I , . . : .., . . . .0 I . .��. x ;l . . , : , I . I I I . , . .j � 'i . . - . I .. , ,:.", . �.. , . � I . . , - f . , , . . . . : � : I . I : I . � I . I . . . 1. I . . W PROPERTY LINE (TYP.) . ! . I -Ne-14-1 - � ,. � _� I - I . � - - � -.- . - - -_ . � '_ -1 _% , . '. - - , - - - - . - -_ I I _� - � I—, . � " , .: �., . �, . -, '. , I i i � I z I . . _7 - I 1�_ � . 4 ; I :� . I . I 1. � I.. � . I � I , , � , ! 1. . . . , I � � - � i � q . 6 . -� - - V` .- � . . . ' '- -- : - . , , - %� � 1. __ ? i � � � ; , I I-, _,� , , NST'---jR-JT -$EN`DjTYP'-). �_ '. _� : ': -: - - - - 3 I I I I , , , � , , - - ...-I - ... � � 11_�____ I - , � - , � I I I �CONST, , 1:4 117,� - - - 1, . - - --,Z- - - � - -- - " .., : � - . - � - ,_ ,� , -� �Z, I . - . - 'I, , ,�, � I , � � � .. - I . -ill . ,� 11. . I I'll.-:1 -I I . 11 - . � �-� . - - I - - -- - �, '' �� I I t � I . , , - � �l - � .. - � ", I -, - - ; I I - - __ 19 ,�_ � - - - . . � - . 'i - � � %^ � , , � , - I "_ � - . 1 ; , .1.1 .L(NE-, -. � " . - - -- - � � � -1 -- � -., ___� . - I �l � .� , � . - . 1, " , '' � 7 � � i � i I , �, � I .,--. _; - . � .. - 1- -, � �, - . . , - . - 0 t () I : -1 - . . _6 I � - , - 1. . I 'NNE . f , !$ ' q FIRE, , ,� , - - . I � - �. I - � . - - � " ,:-: � I.- . , '(', - AE i ! 1 , . I . ,� - � - � __ . . � - - � ,�: , ., � - - - - � , 'c"ce 1 ! L I- I I �'l . - � , � �_� - - � - . 1� �.. - - - . . I - __ - 1� - - "" , - - - . , - - . " . � 11. . ��l I I � j! 2� , , � - , - - -, - I ; I , x � . . "", , .� - _ � li I ; f I I , �� � , - . , , - - �- � I � . . - -1 , _ � , � - " I . I -, . 1� . " , , , - -:" -, I., , , , ,.. .. - . , - -.,: , , - : - *V - - - - .1 I'll, � -- _1_1_1� i 3 � , � " .� - � .- ., /_7 ____C ___ - :, � , -1 - , %� i- .1 11 1; � - �p:_D �� 1 . "', 8_00 _�,��,�F.:�') 11 I .---- -_ .- - - -1 ____l - 11. _ - . �, I - - , � - � . .. .... , � I : � I _ ., '. t I I '� ,,,- , . : -, .11 ". ) - � - - - '. - . __ - � � 1- � . . - .. - . . - - .1 - � �� - , I ,l - , f , � " " -, �% , ,,,, �i � ; ____ , _ I , - , � , ... .. .. I . �: � 1. - " , 1� - - .. 11 - � I . , "w v � - �`, , 1-i I ? , " , '. "I � . � - . I . - __ - � �' , __ __ ,-.-.-.- --- - __ --- ,---,.,- 3 1 � - .. .1 I " J� i . - ; . i ? � I �", , ��,�' , , _'. 4 I `� " " I . , , ,�- �, �' '. , � , �l � I - .__ i'l , �� 1. I I 7 r .I-,,.,*- x j � �` � . - - . , - I 1� - �.. .. . �. . � ... I 11 , � I - , __ ,,,f .", ,'R " _� � 3 . , I � , V, � " is� , - - � - - - � � � I z . - � ...... : .p - �- : , - - , _` , r " . �,,: __ I ,, � I ,_ - - , �*_ - - , - r ; i � ! i i I - I- � ,�: � .1 - - � Z I � _. .. - - ----]-. o . 71�� � I � - I ; z � ^ . �j z L�_�� - - - --- - __ - --- - 11 _� - - � ___ f - - -_ . - 11 77u � 7 . --.FIRE" S-PRINKL - ' ' INAL"LOCATION- j, .. - . I , I I I . I z � - - .N-- - I.. � - . CONST'- I ER - -- F I , - - , 1p , - I i � � I - ,�V�l I I . I - RISER I Nu-1 . . I �,�,`.�, z .11", , - - I .1 . I __11' . i . I I . , I I 111 -. I.. .; 4 _', _5 - -,--- " --, " '.T8D`j--SEE` ME - Ls�_, -1-l' '� - " , , , li z . " I . � _.1 I h ! ;'_ / -! .1 'PLANS- Fak.-'DE,fAj I , 11 I i_._ G 'A", F 1 _. I . , , ._3��____.:_j_.-_ - - 19'?�'I��, " , -,�,'�,El,_3Q,�, ,�� ---.-. '_ IN BUILDINq . P,-- 1. I - � 1 I �j 11 -0p � i `9,�13 _- - - � �-_. . � -,--- - � __ , I - -.--.. . � __ - � - - . - I LLJ (L ; , , � � ��,,,�� .. - . _. I- � � � ___ � �_ - . � 1 I � - ! � - , - .. le 74 " , 11 �_ 'I - _� � - _. , - .�,'�,��M, I I . , I � , - - .. � , �, , . __ ��, � I 1, .. � , , � _% - ,� C,�� 1 � cio 5 i 1, 11 I � - 1� � ,_ _�-4-F,v, , _ �_� _N _ . . _-- - - -- -_� - � -_ I , I . �1_ _�l I , �: 'I'' I �. . �� I : 1, MI - I I i x - - - .1 I : , 4 , , , . -, P_ , R,�w, � . - .1 1. m 1 I . . . I , - _- - . .. � 1 � I . / I _. I __ I . - - z t':��, ` z >! 4,z-, , _-, , , , , / Z ��;,�,� __ i ;, _ - _ _ _ - . , . , / . __ "_ - x 'PL'N.S: FOR - CONNECTIONS -'DElAILS , ,� ,� . � -, " � _ �SEE--_WEP -A // I 1, - - - - i :, . ... . I ci�,u� ... �.. c", r� WAI!- 'ii,� :1 . !g., � / I I N_ , - , ". - �' � � �. .. � � , Fl: " � � E2 9 i - "" ll� ,�� � . - I - � � - - __ -, � . - ''... ,I I , � , _ _�_ . I .. - ",� - - -12 __. __ � - . 9 . � � -1. _� I '', �, I .I- 11 I I.,.... I I i - I � 11 . ,_ - _=0!,__._l � I _N7 . 11-.- � ... � ... . .... . I-— � _ � ..1--l-I . --,---. _____ I � i � � % - , - - - - � � I , "' .�_ - - .. - - - --l-, . 4 11 . . , " � � -- I � ,. ", . ,. ,. . - � . Y! i � , -31 ' - - -±27--LFr6` SDR"-26 -9 -0-.5%-- MtN � , . . ! ) , , , " , �' "N' � * I . - - -.-- - . , - � I , - � � � - � - :1.1 , 0 u 1 4 1 _111�, I , � � - 1. � - . , � - LL_ z OONST- 6:E 1, L:7. z - � - � ,_� I 0 t" i .1 ."', -� CONST. - - ., I - I . I , " , , � i 1% __�_' �_ � , �'_� , I I � - I 11 . I -, -1 �'. I ., 1 ; I . , �l � � I I � - " - - I- I . 11 -111, - , � " -El' - � � ffi .. - - - � I . , .., , - - I ;-� I � -1 -7 - " - __ , - , � , '. __ � . , . , , � ,,� . I rl ,� - , - r - I - , I I � RADE - -_ - � ' , ' - � , �, �/' i . - �,�� � � ---G �_,. - '; -�.' �- - ; .: __ I " 5.1. i " /\: �, LF � jX2- -- rv. k; 0,'R&�,�� W H--CLEANOUTS--AT , � I _ / �_. � � m : to ' , '� 11. � . , - ., I .. , , '__ -'- - . 1, 1.1 I � .. i I " \ i - . - .� . �� � - , . - - - � � , f - . - x ____ - - ----- N". V . - .. . - I-— . ;,. . 1+ - � - ��' - ---,-,-,-- I - , " . � 1�9'. . - I " � ... --- - - � _. . - `,' I , . 1. . A I I A . � < , "I 7 m I 'i "li:,'4 - .. , .1 & � I �l mi I ��, , - � - � 1�' , - - � � - ::-." 4 I "y i(D rX4 L�_, ,�, POTABLE 11 . - �,_ . � , � . - 11.1�, I � �l I I "I'l v - __-_!!��L'_ X __::;7�___7_-Z. ,," -!---- _.� X --,------ -`N IN > ? i I _;_",��j I - - � ''I'll-, � , ?," ,,�,��.N�� I., - � - , � . � : _,_ , '. %_: - " I I / � - A � - - . I I " -1 - � " I I - � -. 7. , " - - . - _�, . � - - I I . I . __ -1 , . . . � . . - - - Z I . � .1, � - . I cr ; - � I I I �� 11 -11 - � - . - - _ - �l � - .1 � 11 \.. - --- i - , � � I, �. I - , �1' '.. �� . I I , � I . � _� �__cll . � co � : - .. . I z , Wl 2 .: I - , "", 1, 11 .x , ._ i - __11_1 -1-11 �_ . A �. � , , __ � -, . - � - � . . 11 I I � , , X_ I I . i _:!�,__' _�'ll � I - - - - N i �� P I I I ." � - - - - .11 - 0 ,# - - CONST. :GREASEJRAP� � - � �- � - ` ", - i , , �t�, . - - � - I 1 4 - . R Z�F, _ . - I � ci,� - , 4 11, ..... . . . � - , - � .1 .1, I �__ - _�'ll -70m_ i, I I , - � I . , . I , _____i_� i �, . . - , � � - .:, -1 -'. � I -, . - . .t .IV I ., - G I . "I 24;_ to ? "� e , � \_ , . - , 'j,,��,-,_`�,-, � � - � __ 'z - I --- , 1�� c1l - I " , - . � - I � - - � - - - I V .1 � - I- t 51, I , i ; . i ,TE Rd I i (FL 79 f�111_ I re) ,, I . -, il , � - - -4 � I I " - . - _ . _'. . - � � - , "I I __ � - �,: . I I * \ I \ : ; �11 ", '' - . -EL P 1V ---!� . � , � I 1. " �1_11. -.,. -, �, , , , - . - - I , � . :, "I ; , F " - . �_ �_ .; - �. S I . - . I . . . I / /I , 1) . , .., 1. . - .� , - - m - ckl QD � . . 1 , r,� . ,_ ,i* .11 � . ". " - '. i. � ,� � ,_ : , ' , t `� �fT ----T-d I I 0-* , . , � _4 m - ''- 'I 4 . .l.. � - , , � Wil, " , � 1. .11�� X //�_ I I 71!� \ � ,' I _,__,_��__�_�_ ,��_, L'+=.- -,�t r � ;�; I L.) � '. � � e "I )9 � , I �'l --., �', , , �Z, - '.�lj��f�, , - 1� -, �, �j , y""'o -�-�- CUNb�l . 0 , fO§ ,2� ,/ " , � I � " -1 I , �� :(0 i ::.:- tM , -, - ,I ,,-� - ,-,,,'�!,'_' - ANITARY ..- �l + ", i � , � . , . I - I , " _. _. , ; , , * '.%,�, 3 - I - 't. I - __ __ , _.. . I , 1.111 �� I / li- 11 ; I I I , : � � I - ir , ,, . i " I . - i 1, 111. 1. - - ,;. ,!, � � � z m " �' - ii I--,[N,v 'LL � 78,74, , . , , j t : 4 .1 , 1. � ; 7, ��'. � �� 1. I I . . . . � , - � I-— � ' '_ ' 1- - -) , , , ,�, . 3z \/__.� -, , '.0 8r _ ___ , , , ^ � , -- , , : �l lk`�,�'- �k?,��_'_i,`�l - �� , I I /11 , ,.*01 _101� . � - - , 1 le I � I I I - . , ,',- I -C _(Tr. , �� - . � I C4 ; *%_1 I � 1_� , , -A , I '' , 1,11 _ � , � I - "', , LEANOUT' Tr GRADE � i - , �',,�,�rl?z,��V " 1 , . � � � . - � � � - . ;l � , �'_ - I - - ,��', 11 I : - ., --- � I - I I - - I � "I ; 12 � � - � � 11 - 1. - , . :_ � I � - I . , t's �_ �' 1. I � - - I., ff �,,, ; - . 0 z (f) - � - .. , � - .1 � - . ,''. -1 I . � - . , , ` ,� // � ". , � .. I � 11 � I _"% .- � - - , - .� -,: I - !-_�-- , - I � � ... 1 . � , I ; 110ill"�`?"INIT', . . � � --. , - - , . : . . .1 .. . �41 1� � . � i 0 1 � � � � _'� 'i �, - . � � __� '__ --- .� � . ^ 711 "I , I .. I.., I i ��, I'll . . '11ty � I �\ I � .., I u�'M-",, - � , - _1 - - . " / �/ *S,) � 11 � i '1� , , -- - -, I - I " �, , � � � _,� . � __ ..._� � � , - � "' 4 I", :... ,:, _' il � I I I . � ! 1 - , - , . - - -� . I'll, - w " , , -, . '- -, � . - � - �, I . I � � . - li / �= 1 00 om 1. I � 1� ��Jw� . � � . 1 , I \ i I _� � 66" � . ''. I 1�; .--- 2 .. - �, -1v__ --,,-^ - , I , - . I . , - i 1 ,��,'�",3, , ^ , � I . 11 .., I'- - , 7,:,. � N 1 � ./ 4 , I I .- I - ., �t���E=� � - - - - ,,, � .�- - - .." -, - - _�� , � .1 , , .- lz_�� 1. I—- � _L , \ . � I - - .::. �� I _ - - - � �_ ___� - ----- 7_1 . - �,__ ---. -,.-.- / ... _ ___ ___ c�,__ ----.- ____ __ _.____ - ------ _ ____ ,___ _ . ..... _ ____ ____ ____ __.____ ____ -.---- ___'. _,___.. ___ ___., 1 0 ,,, : - - : --- . - � ------ -4- ----- -- - � ------ - � i i � � - - - , , - _: ,- - �- - - - _,,�. ", --:, I - I 4 � _ _.. ; t � - � - g, ��--, 1. . z_,: - . -1 . . - .^ 1:: . . . . . I I 01 . I - - - � - �.. 11 e. q,w . � . I ; ,�l . , . -, . � . . , , � - . � I .. - I z i , I cqlp I I -11 � I �,�,�,,4- �,�� � - I -1 � � - . , ,�� � - � ... ... �, � - . - . �. � . � � 1. I I � I . . � . .. �\ " . � �' , --�"�R, . __ . I I . I . 1'� � , -� � .� I I . , li " I i , I 1 6 In 1 , - I � . . � , 11"ll ,11" . 11 , 11 - - 1; �l - � > , � j I I . I , 6 ! �! . ., � " . � , � I - - '. __� . , '1� .__ - �_. .- , `� _. I i . % . � i . � - . . I . . " � �_ - _ � I � - z , I . . , - - - . - . - -, � , ��. -1 � -,: :,. -, \ J, i id I 1, . - ___ � - . I I - . . : F�z\ I, � � �.. 6 - I � '. 11 '� " 0 . 4 . . " '-,- -_�-, , - ,- t � � - . . i -It �, - ��O,�� . , - . � i � - I , , - ,��'l "��,�, I I . I- . I - " \..-. �%;, �. - - I- . � � � . 0 1 '' - " - � 11, -..V)- -1 - - , --�, - . - ;� ."._ , � ,.,. � z . - \. i --..: 1 ' 6f 1P � - 1. , -. 0 i n �;; I \\ =_, 8,cl . �, - � %C NST'--' .4 -S - .. -1 I 1 � � : -��- - - -- A,4NI . - 09�26'4 ^ a.8,0v ml-I , - - - 1 i g, 1- " I . � � � - � " -, � � - _ - i I ��l i I i I ", - � _. - , � 1'� 19 1,\ - ,� I - . . I � ", _ z � � - ., - - - - � - ^ � � � .�: �;__ .1 - ,; ". t . . - --- I ii-w-', , z 4E*I�9� -- , , -, I , t�l .���,� . - - � - � ... - 1._ , ,.: , . � . . i 1-f - .� __ - � ll�_ __ -Z - .1- ... - � , - - - - I . _,�. __ , � . - . . I k "� - " - , - - - � - , 1 - - I ; . � � - � , , . - . � ��r., - I : � I , � _., I � . 1. I I i � , i � . , \ __ : - . ^ ".. , I � I I., - . - '? : , - - t: "" L, �, __ - - . - .. - , . - - - - -1 _� � I A , 1 � � . i f ,�Ob r - � � � - " 4 ,� : . . - __ .- - , . � I � - r -.." .1 ! I . � I I � . ... 1- __ � _ . " I . . - - I � , . ,. . I ." - i I I � � v � � - ; . .. i _1 . . I - - � , "' , I , I ,�'... _'.11 . , p , � ; '' I t I � _� - - � �,�r_ . - - . � . , I -, : - .� - � _ 11 4 1 - ., - I - I - . ; I . � I \ __ � I - �_ _� I I - , I .1, I � . . .. � � I 4 �V I 1 - I I I � �z �'_ - . � , i .1, I'll 11 .�� �� -i � . , T T d �_ _ , 1. .� .- V � I . � I --` k�, 11-1 � � * I ' CO NST., . 4"_ ,TO - 0�" E� ` � - - -� ` �,- ` .- , � - � , I . . � . � I � i � 1. 11 -, _ r - - - I _ I I I - ; t , , I I . �i !� % � '-,�--� , ". , I , �, � .� ._ 1. . i - ", _7 - . I . - I : - -, , , ;� - . - 11 . I I . ,�,,� � ill I - I I , '^ " , -,. C�', iia-., ? : 4 1 - � - _rr W . - .., .', I.." - e b___ __.___� , , --�' - , I 1��l - .. . � , .." I I - . _. �. I . " I .1, , i I I i i 'If _", , � -, " " --� I ; � , , � __ � � . I '. *_ " � � � , - - -, I I I _ I - , � ,!�,_ � - - - � .. I -.1 �_ �l 14 � - N - _�Z_,!�'11�'�_ I'. - __� - - I% -1 -, . I , . I , � - I. . � �� __ - I Z_ _�: � -.,- I .. - 1. I 11 - I I " >1 i� 0, i . I i , , I , j I "'e-t,\.", " , 11 �", __ - � �- -, .. - " --' . - I . � ." ..� - ., - �': -;, " � I �� " I ," z I _ � Lli� __ _�_ i5l _9:7 _� - - I - , - � I - ^ - , �l . . . i i . ,-- , - -, - - � � 80.2' f z - -. - , - . . . __ - . 1. - _�,- , . - � � �,�, - 1 - �l , . rl,--l., ". - � - - - . � ,� I , , 1 . V, a- . , - . � It, i L . , " I -, - � I - � , . � . , � I., __ , -, " - I rN I t � I - , . - . . - , ,-:, _ . " � � " . ,4 . � 0)X FUILL i . � - , ,�� 11-1 - .� - 1 6 1 - _. I , I � A. � . , � � , �. . . ; - �,- . 1 I _ __ - , - !, � , --- %�E I I , - - � _. ,� - , - , , �, ll_z, ,,, , �., . , , IRI;z I'. , - -- ,%. - ,; - - , I 1�_ , / r : I . - - - � , . , - � c , - � - - �_ 1. _�: � - �� I I ., .. ��. _- _� . i r i � - � , , , � I - - - - _ , � � ': � , � I I , I �, , , - I i.. , � " 1. � I �.. I - - � , � p _ .- � - - __ I I - . � - ; � . I . : , � �, - , , i '. WATER i . , - I � ': , _1 ... - - - .. � � , I -. - -, - - - -� - , 1 ',_ ,-,- � - .1 i " , - �--1 ll,� J - C4 , r � � � , . - I'll , - . . .1 , � � - - - . .. t_ " ., - I I . 1 _-D , - � 1. ( 1. - - C T '.._ � " - %, -� 1- .., -I � I .1. p I -, i I f . � - I - I - , � " , . - - - �-1 - - - I - � � , ; I ) I I �,I;l ll__�, � .1 � , I 1 -, I I t ,_� I . I - t :..I- -1. . � - - ' -A 1, -_ I ... - I � '^ - �l x t ;, / 19 () 1 -3, 0 m � � i � ` _ � : , 1� �` . - , CONST. ORP. STOP:� _� , - , " -.1 I'll, , , - , , , , , - "' fj , t � -11 I � - " I , � - , V). I 1 4, '- ' - � , - , - . � 1 31 I i - I i .� '� - - . i � - - - . , j, ____ �. - _�^ . � - - - . �-, __ 'j".- 1� I � "----,/ , // ... - 1 ,� � '. ,., � �� . - , - � , - . . �' � , - - , *I , "_ .1 0 - Ef - , ; - � .. - � . I � - I , , 4"Oy- �a (A. , , - - BUIL - - , ,_ , , . � - - - � � � i �1' - , ()j i bJN.6StR%VIC`E --CONNECTION. ' � - Al , i 74 � 4, i - , 1 , . - -�' � 1�111�__.�_� �_lll ,�� a � � - . .z z I �_ . . ��- - . - � -_ - -, �.' - _�_ - - I . � � I - . I ".. � �� � I I/ . . I , " , - - i . . __ L - , - � . - - ,f-- -1 - -11 I . - � STOP 'AFfAl '7., "T ,z i ; . �j " . I - - . I � z _.______l.__l.l__, . 1 .. - ,- � � - , "� - 5 I ZY � . � , � I - III, - , - _ , I _., ____ � 1 � . , � - - I �� � � �' , -..--. -�_.,_�__ _ - � _. I . . 1 N m . -i I � . ., -, _��_ � - I/ I ________ - __ . n � � I " i � I 1, - .. , I , .. I 11 .. I � - - . . � � - . - . . � � I.. � 1, * ",,��',' , x�, ,;. ,1111 I � I , , � - �, , k�MIDINC � - - ". - '- , - � " - I � I 11 I / � / I . _-, _-, ) '. � �% , - , �--- - ,� � � 90 I � I __ _. _. � .. I I . � � : � , , . a � - - - :. I - , - - 1-1 I I - :,_,,�- , i 3 __ ( z � - ,,i r, . I - � . i - . ,,-- _,�� I 11 � . . ... - I I . - , . . I � - - � � . ,.:, I i / 1 , I - � - P I �, , ^ � . . � I .1 - . :1 I ; L � EA . � . - � ; I I z I a I . , � ,� . . ko � , I . . 46 � LF_� LF '�! , -:, - I - :-_ . - - . __ I� 0 L �, ,,��- -,-- - . , , I _,lE__ , � - 'I .. �� .. � �' - � . '� . ,.'- - jpvc-�_ .- � ."% c � � ! 1 � I .% � __ 1 ? :1v I - � , - _CONST--� * � -A , � � � 6,1- A _ 'RATE.�- lNiE" --- I , `_-': '_z 1, , %_ - / __ WE i-AIN-V A ir ; I. , I - - - 7 - - , ' , � - -1- - � � I. . � - I " � r - , I - . . - -26 --SANITARY- - � !'-*--..-- - " - ,,.,,�. I.. ; . �� I I ` I U . I 1� � � f , -1, . 1) SDR � E 0 - - - � � tj 111 -- 54,5.1 ` S�� � � - � - . : 99 � - __ . I I - 11 � , - I - I � � - - I .. I ____�,_ i .- I I , � . i , .� - . it t � � , . ,� - � ! � � SEWER, PIP , T, . , , . �, - , - I I , .. � I - . - ,F� I � � -,Mj � - � - Q , I , ; . . - , , - ,%., - , , , , �L � I � .. 11 � ''. 1 4 / � � � I - - -- , - � -'O- - , - � -:� _"- " - - - : ", ` _': d f i _, - - I - , " , ll'�' � - EL -8�.Q'2' � -^ ' / _______ il ' I,, � 6 � - -, - �- - _ , i U) -,. . � - � � _� � . � . i , ,,, , , . - .. .i i - � I 1� I . I. � . I I � I . " ; I I , -1 - - ; ,- - - - t &4 , , � , : -- :- . I � . I i I . � - : , I, �__ - - .5% � N. - � , e:L .1-1 ''I "I " ''., I A // i'lz : I . � - - - - - - __ I . � . I -R zv ,,- I , ; i , , � "') I - . , , . � 1 ,,� It,, , ; � z . z __ � , - , � � - � , � - � - � � J�, . v - � . � :��i , , - , � I , %- � �., � �'. .._i �� . i I" __l? �� ! 1__� _0.)l � z i . � 11 lr� � , '. � . - I .. � - I - - . , ____ -1 11 .. ( , � I . - I no. � -,,, I ", � � . I � . �l I I - I � % ! - - � f .�� - -1 " - - " �� - -� -; � ---, ,�, � - �. .!4 , - ----, 1_414", I, I , -, 1-1- -11 -,.--,.,-. _.. 1 -, � . - , � � - 7� t ,' -, " � -,b i / Il ____ --- i I 993-'�-� - li!� i ..� I --I q�_ ., � , , � � �� H I .__:�,_ -,-- - _ -- � - - � 1�� � � __ -i , , . . �l . � i i , � - - 1111 ------ - - - � " n. . , . - � I _-, " :..:, . , �, W -y- , __ --- . : I , , - � I - - �" , -, , - - .. '. , . �� �., � . - -_ �l , I i " . I . . I � - ' i2, t ",a ; � - ., , V � _ __ . n. 1- � 11 ., - , , ... " 1. - � � ,� � , ._ - , � ;, _:, ., - : � I . I I- - I I � '.1 �. I � . �. � 5 1: i f . , . � - .1 I - , . -_ _k� " - - - I � , : � k V1 �� " �, : -1 - � � I � .1.1 - - � � - , J, i � � - - ell.11 / I I I I� I � .1 - - , � I � � . _� . I <, - . A 11 . -� ". - , I ._� ''. - . I., 1- - I- .. -,:- � �, �.._ ,. , I.. _�D . _� � .. . I " . , _ -% � Kov "' _" , - � , .� I- . I I , , _- � , "", . 1. , , _'. , , � � I . , �*". - , I I .1 I I I - , � I I . - I � , .. - I - . � , - " ', :,� � � � . , `r�,�, � - ; ! , , - , - - ��t� . � , , - - 11 r,,,�,,-�,z ��-�F� =;a�_- - . -, . " ;-z" ,�� . . . 1. _', ��__ 'A ":.;, " � I L . � . , - - � . � � - � / �, : I - ___, 9' caw - . . � . I I - , - ` 1� ll�� .. � - - -^- - � - %, , - � - - I � �? , , I - . . . - - � '/, 1. 4y I - � . - � . -� , L , � I . i z � � _ , - � � � I . . � I - � � � ,� , , � � -1 I i� , , , . � .1 I I '' "'.7 " ��. I . - I � . . . , . . � � - � I .. _ ,. I I , - � - . I � I .. . - . I i z - , � -. - i . , � � � , � - I I - I I . - . i. I . , , - 11 � , � � . � � � n - __I-- I � , , ^ , � ... . - :� , - �,,. % ,_ ,^ � � --- � __ I I '5 � - - ., I—- � , . � . -1 � � - _� � � ,_ ", . , � ': - t_cn - �,, - -_ � ,,, , ,- - � .. I - , - - � . � - .� . ... - f - !0 I , - � - , . ,� " " - , ,. .1 , 1, 1. I - " I i .---- - - - I � I - �� � , , -., -I ,� � ;�.'._ �"_; . ; , -, - . I .1 , ., �, . cy, � , _ � � - - - - , � � ��. z � � -� - - � ,., �, , -1 / I i I . I ., � , � (A I V -1 - - _� I -1 , , I - - , � I � _-1- - �^ �_ - - I - -, , � " � I .1 '. I , " - 1, .11 ... I - . .1, . rz i t I I - - - - �� - � - I.. 4 1 Li. . - .. , � , , . - - - I 1� - �� - - � -1 ,� I , , 'k � ! '/ - � , _. l_ -, � I I i ,__ � � - _ - I., � , � _. .� __ � ,., .� .1 � _ - � �� �� - . v I... , - 11 I . I - 4 j ,l-, ; i - � - "I � � , � . A t- ROOF - , - - n:, -_ - -- � - - .. - I " . I , - � _1 -1 �. . - ,� I I � . �. , � , . _,_, V � 11 -: _ � L � - , � - I - " . � - I � i '_ t : ' '' __- j - ?, .- ( - !, _ " i � - - � I I IJINE(TYP) .." - .- � .� I , � �. "_ � , '. -, �, . 1� � . . 1, �' - I � � I 0, / � . � _. I � I -: -6 - . , � � , - , 1 - ,�l � i , � _�� - � � __ - , . � - - I � .. I I � t , , ! I , - , i - I � , �, . . 1. , I I . � ,IM; � �_ .�� � i A / ���i - , I.% - � - � I " . , . � - - . . , I I / . . f � � . - . - � - I .1 , , - - I � , , �. I . I , - , "� I I c , - �. -, � I - � I . � , I : . . , � - - - _: - �. - - - � - - - _'��,�:�_� ": ;� 1 I i . y . - - . I � 1� � _- I � , _�, .?�� �' 80.13, A ,Zt . I - - - I � , . � - .. I 1.�,,�.,� 11 I I " - - t 'j, . � X� ", � � .. - , 'i _'. - \ ,3 1 � - 1, , i - � _ -, - � , �� - , . , - i I . I �. .9 7- -11, - � �, �� �-. 1, �; :, � 11. 1, - i - . -- ...... . `7 1 , � _____;� � ,f �, ll - - I - � . , , - l-'. '. - , ;l I 1 � I ,�� _z ,-,---, � - � - Z - I. - __ - - - , . -, , ,, ", I 1-1- � . . 4' . . , , . � , P, " I 'NP �,, ' LgN I ' � , 1� I - . ; I - I./ : " .. � �', p -i I'R _L�_ G ") 11, -, - Q' M P AN, � , LkN S �, , � , I "'F'Pl " I � % �l - � � f + - . - �. �. � I I - I I .1 �41 11 I .1, , - � � I j , - .. . - 1. ., . I. 1� . v ,y �l . D I � 1, - It i I I 11 1�'. �� �� . .1 - ` I - - .1, - . � � - , � - - . � � � ic"', , - 1. I.:. .. -,; � , / ,'Y,F,M[.LS CC' ' � I 1 - i '� - � - - ,,, � " '' ,, � . . �i I , � . , ,� I , . � -�' - - , . A � - \'V�? . ; /_ . � - �l . , % - - ^ , , I - 'RA' I - . . - . - - : - ,� ; , �'.. � � , , - , " .-- � � � � V� - - .. � , � � - , P-.,.-, _--",� , - -, 1_� 1, � .: i� _1 . " 1;,'�;, I I x I 1, . , , . i - . I, , `� , - TRA��T " 1�0 , - -, . I � .� , , � - I . � I I , . 't, , I � I % � . ..� . I - - - �2 - - , I � I - .1 - .. __ ,,, - -1 � � - � � I I—. I � I , "I "I - . 1, � .�. �' - - � , , . I - - - , .. - - . I ..� --I- 1, I . , � - '� - , .`� --- '4 - - , .1. .� �. - " , ". . I � � .. - � - , .. I , . �, - -, ': , , - -, � , � , , .- L ',� I � I , ) i � � - I I. - I " �'._ � , �� I , � ...-, , - . - , I - - . z \ "� G -, � r. 11 : ..? -..- . � " i Fl � I 1. - � . _^ � - J, I.-', , , , . I I I 1, , 1, - t - , , _ � � � � � . I I � I "I - ` i � I , � . � 111. - - � , � , � � -i - . . 1 I i - \ , ` ,� �- 1 -, I N I ET i � I - , , . I �) I - - , , s , � � I - - - " ,,� . ) % � ' " : . . .. , - I - . . � � I .� � . � - � � � � - . - , �� , . � - � , , I --' - _ -,. ; I , 1. � I., .1 4i I , I . ., � - - . - . � � , . � I - � ��_ , . . , , z ,�,_ --. I � - - , I . I , ,,,� � � _%� . I I I , " I, I . \ , ... � � ,- I 1�.. --- , �l � , � , .� . . I 0 P E. - - S ;_ ... , 1. ? � - \ � '4 "' -- , I I .1 . 1 . 1, 1. � I , - ' ' - . , , '� ; % - . '" , - , - N � � � - - ' - ' ' � , i, � - '.. , . - �� .. . . � ' - �., � � � � � '. . ." I � - � � j � , \ i / p � , - � - .. .. - � -, .1, - � - __ � � z . ,_ 5 TO 5. 9 2' ! t I 1- � - , , - , z . . � I I ��_ . - % � - � �' � - , � ll�, � - - - , �"'_� _,"."', - _ _ - 1, I i I ,� �_,:vl .., rl J I � I � 'i. , . !I,,, � . 1. I z .:__ , .1 1 1 � , _ � , ' OTTO- 74 " ,�, I � ., 1. -d ' �_ I` I I ,,,, - 1 : . - -, - " - -."CONTRACTOR: T OPJELD��'VERIFYT " .,_� - .. 1, - ,_ � � . �� .. , I _�� - � - , 13 1 z , :1 � . , , _; - � � " ., � "I j : i �' _� . - j, _ , " - I / � . I 0i � .� . �, �. , . - _ �, I 1". .1 _ , I . - .1 . r. � � - I .. 7,�, '' '. , , � : "I � - I , Ic z , 11 , .1 11 i 0. � - I - � - 6 W, �. i . - � . - � , - ' - UY - -- �- - - , .- , ',di�m- ' : , , ,� - 1�* cl I - - - I .. I I 1�k�j. � -*, * � - , 1\ - (P *111 ,, � I - _,". , - . "� � .- - �, I 0 ECT -TO- lk. .UN IT �. __ 0 - 1_�ll ,z ; I` ", Ajil�, 11 I 0) I i , _ - -& C NN � - , I �i r�E , � . � ,�'� :q , � , , - , , � -- I .1. � - 1, � -,,� � I I ,-',,"� � � ^ " . - � - - , ", ,� . i .1, �i� , i \ Al, . I � " - 11111-- -- " " ", I I � � � -N - - - t , , , i, - I , . r \ I , / . . - I . , " - ", -- i - "O" , : - ..- " SEWEf � � -1 V, 1 , I " , , I _,�L.. __: ---",.,- 32 I . - z , � .. . " � ,� _ I . I 1. : � I I � � , _ , I - - 1. . , , - I . , , I . I— - i " 1, � ., z " . - .� - � I. -1 � .�' _'_ � .. -1 f h, c 's I 1 �l _',_ I . ,,, ,K�, I I � � .. - I I � �, z " � � � - .. -� t, �hDFIE i , .- �:� 1; I � ��__ , 1. - . � . '. I I . , - , - , � - il�, 1_� . , � . � - % �� I - 1_� - ._ I � __ � ,� . _ i , ". * I ,� I \ \ - . . * � , I , _ I '-. - - - , I INN � L - " , ,,, � \ . I � - � , ��_ � .. � " I - - - I � I " .1 " � � .. 1� � - ,-' I: f , I cc '\\ I I / 1 r - 1.� - , 1. , I 5N \!.,., . _�, ' - & - INSTALL-- NEW_ 6 A To P, L. 82- -z- � i i I I .. I .. -, " I �,VtTEM` ,�,� I 2 / - , �) ".; _ _ , I � - ,� , , � . \ � r � I : - - ' � ' - � � - I . , 8*" ., i . , � WETLAND DELINEATION PER SWFWMD, KATY ZANDER, ; - , � 11 - i -,I.e,-,R'( Nirl'A,i, f:- - � SANITARY 'GLEANOUT. - I '. ,. I � � � � _.. 11.1 1, , � I I.- , / 5 1� I , 11 , ,,��, - ., _.. JI , \ . BOUNDARY SHOWN IS CONSIDERED APPROXIMATE . I 1� i I I - - : ,� �', ,v - - � � -1 , - I .. I �� - ., - - " � z . ... �j " ., " - E xa�. �� O.'A , � . , , , 4 , � � � I �. : _,�, - -1 " . 1� 'G I I - � - " - �: � - - � � , _� - -A �. � � :;, , ,'I - " "I N 1 . . I UIN t � - - - - - � � � -4 � � � - . � . I t � ;, , � , - , �', PlIk � � , � - , - . - , 1. - , , � 0 / \� . \ i - - I " , , - I - I -� - I . - -. �. ., � I AND NOT FULLY FIELD VERIFIED IN ACCORDANCE .11 ." , __ . � I � , - � 1� - I , . - , , . ��l . - � . - � _- : , , ". ;,� I I - � � I � � - � ,: , � - , I , . WITH 62-34, FAC. i � � j ., - ,� - - , , �1� � , I i ;A, - - - - - _ . , -_� - . - � � I I .1. - . , , - - - - , � � � - / I � I ., , , - I \ \ , I \ 1\ i ,:�, .,*� .i �r � . � , iI - .1 � �._ " � " - � I 1, _) , , �7 �, �. - I , � - , - - 11 � - � . � I � . __ - .,," : �, ji I / .. ., I . , , � , - -� -V � , � - I - � - , , - �. . .1 ll� . . �� I. - - . 11 - - � - - - � , '- � '- , - _- � - � � . � - ill �, � � �, ". ? ! \11 . I Nl\ " � i i � , - . - . - . "I -i 1 " � , - - -_ � � - , - - - - -, ,� � - 1, - ,�, .,� , � - � " ; .� 1, - I \ I __1 - , * , - - I �_ . I i I - 11 - , . � 1, .. . . � ._�_ -, - - *�' � � I , . � � � I , 1. , , ,.:) -] I I \ �l . , � I , / , i ,_ - - __ , __ - _� - � � i V , ,- " - , I � I I . � z . �, ". I .1 I 11 \ / .. I - - � .. 1, c , i �. - - 2 . 0 -, __ I .. � .- . � I - I ., _1 , I , - \ � , I - � � � � - -I . " , � � � , , � � , � - - .1, - � � 1 7. 1 1 - �l � I I � � l_ - I . , � . -, I �� �:� � - I � . � 7- ml I I I I i rl - , � , .. I i � / 1� , � �._� - �11_ I �_ I , � - - I I . I \ . \�' . i I � . � I- � I 0 I I , �, - , , � _� I I � i " , � 11 . - , , , , .., � �', I .1 � " ,_ , , , - ,C) cr I - . - .. . � - , - I _. - I - 1� � " , � - - '. ., �,_ , ,� , � , Y, I L ---.-. - - - , : , - - . , , ." � � - - - i � " . � I I , I / i i - , " - _l^ - , '_ � . - � I - - I 1. I . � � ,, . " - - . � , . I I . 1. 11 I � - � I , 11 " __ , , � - I - - 1 - . - I . � I., I . I - � � I � I - - , _ I \,� , \ I I - i i � t 1, , , - � ", - � ' i ' 11 " 0 � & " �:I)l . . 1-1, �\ . .1 I 1. ., - - - �_ , -- -. . 1. - e � ' 11 Z�, , .\ \ - I � - � _� �_ � I �; � � - - � � � � - \ \ 1 . . I I . �. � � e' - " .,,,,, " � ,- , ! t 11- I ,, C 4 �.. . I . � . � �i - . . '' , . � z I. 1. . .. I - z i . . . -- , � - I , .. - , i � -' � F )v ll� " � , _ - � . � � � . - � I -. , '' . _<177�,' , � . '� �< ,-\ \ , " 1 4____ 25' WETLAND BUFFER ;, - ". �^ . - ., ,., ROO" ,�,�INE��",T',���-�',�,-",-,-----�, �"...' - �. � - 11 .1 , . - I- It �. 1. - -, , , , � , , - "' � i n __ I , , , , �\ � , , - , , , - - - I - - - - , , �� , I L � I � - - I � - -I- , � - :, - , ; . � 11 "I � 1' , I _�l � � -1 1, �, - ;, ,, �: , . ., 1 4 _\ � z I .. � � � �.. � _� , , , , �,., . . - 11 '. . - � ..� � . i - �: .. I � - � _. ,, . - - 41 , , -% \,�,--\, z, - 1. . F; 1� � - : - I i I . _ � I I . I . - , .., , __1 - i �� - 1, - , �, , , "I , I - I - , , � __v 1 _- 1_, I - ,% - �� � I'll - '. I ! \ " , �. - , 'I 11 -,. I � � .. � I I . i I { - ., _.. , , � ,. , �� -3 I- , I ; �. - L � . ,4 , �' - - � , , I I � I . I 1. , � % = ., ! j -_ - , � .� _� .� .. - -.. _-:,, " - , , � .. I : SETBACK LINE (TYP.) . , , . . . , � ,�i, � � - - � , .. � I - I -1 - - 1 - , . � i I - � I � - -. - ,,, �-' \ . 0 1 - - . z . � : � _." " 'I � 1 gv-� 11 � - ! - ' , N1 E Av . , i i I � % . , I i i i I i I ^ ;� � - 1, - I . �,,/c -- " � . � - I-- - . � . I - I I ;.�i � - '\ -��, -11 I i ZO E �. I ^ _. 1�_l , .- .il,_ �,_. :_ - , --- '' , � ; -, -,--�:,,-� . I I - ..- �. -__---__-,,_-, - I'll, - li . . _ - ------- 2_,,_�,� .-L_1 - �,� , ! � ": � - - .100 . � t ) - _�__,,� 0 - 2 LF �� - -R' - _' ,� �,_) j , � , , � _� 1 ,; , � - - -- *% "\j I c, ,,, j \ � , �, - ��_ . -, � �^ - , ,�', I , I i � g __ I 1^ --lz-��, � � \ *% \��, " F. _._ - I i I I 2'� P - i; __ ." - _ � ^,- - " t - Ic I" llm�_,' �l - . I -_� --�11----------C�-----,-O--------�z�l-= -.-- _ , . " - I " , -� -1 I - . , I-- i . I" . . '. 11 I � "ll I I � � ,. � ......... I . .� , .- --l- I __".. __ - 1,11� OL , =��ll i I I -- ' I 11 ; I � � - � � . ,�n __ ? I - il - '\_ . I " �, I . I �, � . � , i I � � . , L__ 1? � I - - � , , � . - , . � , �'. - ll� 11-1 .. I 12 .- -1-11 I.II-1-T I � I.H. "I", ��_sl,l��", .1, - � ��_ _.,_"j . . . . . . , - " � �_� !_ I - ; - I - - - -1, ..... .. . - : -1, 7--7, A 2 , , "N"": -V '` 7"',,4� X I., I- �l '�' - . � � I , "I.'- T , T . �d � / / I I , � �/ , i _ � , .- 7 11 1, , '4 I , .--%,- \ -, I � I , � - - � , �l - I � .11� I , - - � � I z I , , , S� , 0 , � � - - - . , � . II.T � 1,( - - � , . - . " I m''ll.w,"'ll, � � . ,. � � - i .i � . I .. I � - , I , � t I � L I __ . .� I �. I I � � �_ � I � I . �� ,�� I z I . I . � �l I , , .11z - 1-111I.- ....... / 11 .1 I u : : I � , � A. � , ",!� � __ --- I I 1\ -1 ; " 111.1 L � �"--� �N 1. 1. I , ��,',, -j ,� z i . I .... r .11 - ; 1. I ,_1 , � n. � __ i : . - - - - k , - ! , - - _r, - , " - i � � �� , . I �, - . . � -, ,,, � 1. . - -----,, / ��_ ZONE A%E . 4 1 , � I - I I - 5 V-71c INIIIET .. " - 11 � - - , . � I ;-- - i - � , I 11, "'. 1 � GRA 1_� I I I ; . J� .., _4 �_ r __ - .1_� �, 1, 4 I . I 1��, . ... . f�z aflj �f '� I �q- 1. . v, I I L lj �c 0 . .7 , E`f N t � -1 �, 1 ; I � I - � -� " " 1 -, i - �l I 6� � '1'5 / � - I , � , I " R �" , \ 4 __ ", " i n , , -, ,\ / *-ft-l'-, s ,\",/ - I . I . - I � , �.�� � � I" - � t12 ,., , I , � -,,,� ... ., I � , - I - ��! �, - �l ,,� - I � �,;, _� � / _-, \ I � � , - . I I i I/ - - � - i - - , , ; 1, z % i _� , � . , �� E' L E � 1� I � - � . � - . - - I 11.1- ' I - - I " - , 'i- �� � - - _. - _ . � 1� - i , -_ I ,--,- " I ` __ I", . . '%-," - � - I __1 " - . � . I � -�I , � N�7,_T,r____ _-___z_:i_ iK, "I's " - + I ' -1 - - G - - - - � I I � � � I I I , � i9 - Tr�p -4 i , _./ 4 1\��`,�, �� . � " ,_,� .� � � , , , , - ",� " ;� , � �'l - ., , , " - -\, .�7�__ 1 � ul 6 - � 9AT ' � � 78 Q < 1. . � ! z � - kC - 'I _1 � . -, 7 1 _-I. i , 'TOP I __ I-, 82.22- . - .. - . . I - ".. c � - '. ., , a LI- _,,,�,,_- - B0701M Et- I � - &��- - - ---. . ��' 'l7___LP � - , - , - � . r, E I I,,,, " 74�2 - 'I / , . �r 7 ,.. - - , � - -� '. 1-1 __ , , � . � I - � .. . - - - � . ", I I . \ - . - . i V 1�� Z . yr-, , - I I I . , - , � .. � - - , � .I- � - ":�, Z� '�_, " , \ � . ; - -, �_ , i - ,olk/ 6 I , '� "I -1 �- - � �. - - - 11.1 � i - . - __l , , � � I � ,�� ,- J 13 - P, t - 7� 494 - -, � - - n - � �,;,_ � � � � , __�_7 -�, VE - 32XG2 -, �-w 1 2 - - I __._ , � ___ , � __ . - ,..,--.-.,. � . ____ \ �l \ ; ..O - .. - i , - � B, KV , , _.. - - - . , � � -1. � ,... I � , , , � � �_ � �, � � . _., mr I- \ '� F,�, I , W � ., - "i , � ,�5 . - �. � � - , k,�, �� .. \ I __�g - _' . � �.. 1\ I f � . .. - - �� , - I - I _1111 _ I----- = I I t . � I '.. � - - I - - I .1 " , �_ -, , � -x , 1, 4: s - :1 - .. � - .� _ . I I I I . I I , , j I I i I I � I , � � . I � �. ^ I�Fll """`� --- - - ---�. - - 0.8, N , � ,�. , . - - - . I - I I " � - . 110 1 T M -24 57 - , - . , \� _�Z. 11 I ; ,; a_ -, , 1, 1�^ - .- - . I . . - I - I , -/- I / ill 11 I . - -1 11 10S, - _____ - --- __ i i I � � - -1 - � �_ , r�,- I - � - - �_ 11 I .. .1 -1 - �, " - , " � , � � I. i - - . , � .. , . I I � - " � , , I �, � _� � ..� - � '/Fl 'I ... b'C ' I __ i . - -, , I . � �. - - - �, - , ..� ,� ) I -, - � i - � V, -- `� - - ", , � 'I � � , - vii-IJ F.R)- � .. � , . - �; � I - � _ _: F - , 1, , " , __ - � I , , � � " , -- ----- z I 1 2 1 1 , . '. .. � , , - E 7.0i, �l " " i � . .. �� . - 1 7. 6 . , .,! � - � I A" - , ,��' n �- . .., , -, � � . � � 1 I _l__..l_� I ,V e __ , 1- �- - . � ., I I / ;, - - � ,,�) .�... __l___-1 ....... __-_ ... l._--_,__-__l .... . - __l. _" ___. _'_ � FIR - I &c; : I . , " 5/8" __ --" - . I . �� ; I I I . . . ) ", - - 77 T :�. I � � . I �,�, '' - � :, . ., � I .1 - , -1 - �� ., `-_�,e i% I '. � � 11 - . . - . - ,,,, - . ', - - ' " ' J� ,� ' I __ - .1 ,,, ': -, �_.�_LL,�� _ _/ 1, � -S' -,� � � r- /-I i---,. ; _1 ,�,,',;�_ � .� .... . , --- � ,..--.- � ____ , --- , - .......... - , - � o, t"i �GA7E u., I , " I i pp - � _�_�_'.,�_ __-__.._.__�:'t __ ---- �, -�` - , ___ � ____ .. " __ .,,I � T---' I '. ___�/ " � I �,�, "I I i � n � - I __ - ______ . � ; . . ,�, r 'T ; I � .-, 1 1 �lt _____ . .. ml� ;, i l's, I 2r'l 121, 1 114. 16� - � .. � � � . /Z - / ____ - _ - ---- - .-..----... - ___ - T 1�r�___ � AD:,.' � '' \ __-1 ? I 1, � I r%; ;'_0 6. 1,� � A '. I 1 V 1 r-,! I " . I'll, � �l , '--' �' - - 4 11 �. 2 *js' , \1 I � � h " n* -1 # 2" .m ,��l C., I , 1 1�3 !�� " � I r, �0, I— ,� � I . . i . . -, -I ,,, �:, ,2`______ v __ ll!��J - V I. AR� - �"4 - , . r)l B:ZY7 - - - "' ____ ��." I :� . - - � -1, -1.11.1- I __ n, �� 11 �4' Iv QIE-_� \1 4'H'; ,?,,;' 1 11 ; 1 � - 1-�n / ,\"I 's s ,,�z � - 1, 1F, ,I , � __ - .. , . �. L � , I � . . I /I 11" i v ! � vmmm!v____ a 2 " - �. . .1 - , VT - "_ ,J t", -,:)",4, _m�. _ . - " ____lll_ � , , , I - I / - - 4 � . �. I I- I " 11 ------OH-----------x�d--GH�----,----�---.---.�.,�- SO _%U_.40_' \1 . I I , 6 is ,( I .� . - , � I � __ I ______l__.__ ___ � , � . 1. - : S89040'46 . �l I Ir 01 i -----,- OH �- - 10H ----- ---,- ---- OFS89- E(PI) 645.73'(Pl (N-+_ V� .i... _,_'_,____-=-- �:===:::__-_......__.__0H --------- r H ---7%;7--- � - 0H -------.----.-----.-- 0i+------ _----------,;�"-i--__l .... I I ___._ , ,i I W 2'59 )--;7< 1 1 ---- - I _ _ -----. i r-1 ...... __ I g � _=�-, � --c"�i- 1-01'11� ' , � -....�--,-.--.,--,-�-�-�C)�Z-1-� ..-,.-,.. -S89-42'59-E( 1) 64 . i. , � � 1_i� � _ ...... - _ ___ � .... . F I ---.-,- 7_ - .- 1__� ; Sl,�r^ - .-----. I -.11-1. �, , � CIR 1/2- "LB 107" � � EUEL I-,- ,- tk� '� �Dl TBkl#2 "Y"IP 1, �_ WD �,_ 1), .- "DDJEL TRAV' E-1 81�61 Ll . I SSOCIATES A SEPI COMPANY 11--l- _____._. I FREE FALL AVENUE(P,F) -6,0-'--R..(G,HI=QF=W-A-Y(f�l,..,. . ...... �- � � PROPERTY LINE (TYP.) .__.....__.l ��,,�-.-�..----------�,-",-,----�--- GIRATE INLED'_ TC`,.:' El '/B.96' , - � s 24V' R('�,P NV Elt_ 76,4()' . I � I I , I I . I I uj Il § I I I T > = 1 . I. z Ls ;,�i c� I, . Es 0 ZEPHYRH�U MUN!"i"A' AIR"' OR-t INDUS,'I'RIAL PARK E"6ST . - I 8'. 0 C, K A I . I . . I )_ W � TRAC I C � 3 8 1 V . , . I I - 0 .Dla 36 pl, � . ,,, 4 5 1 : (/) 40 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 - c 565 SOUTH HERCULES AVENUE . � JyT_rZ -ryq.71 2rljvr CLEARWATER, FL 33764 . . I .. �� I I . 1. I . /?7 1 1 � �PHONE 727.822.4151 . �. . I I L�i YZIF7 Rz" WWW.DEUELENGINEERING.COM , , I I I I . I I I LICENSED BUSINESS NUMBER 8423 � � � I I 11 .1 I ZEPHYRHILLS I . I I I � . , . . � I . I �. � I I . � � �� I � � . � . ------�F--,T,----7-'-�----77��F- -.1- .. __ -.1-1--l- ...... . ----,--.I'-,- __ I -1--.1.1 11 _=� 11-1- l.__.._.__,. --- I. __� ...-, __ �""--,�-.11---,.---��,-,.,--,.�.",-�..-��1.1.-I-I---"..,.,�-11-�"-�.�-,�""-,---,.,�.-.��I 1-111-111.1.1.1-11-- . . ..... I , I �1.11- _.11ll___l_,____ � - - _ �' --,-- F�-.,..�, . i" > --, � � I � , , , t , --.-,.,.-���,�-..---,�,--,---�--.--�-,-�.-,-.-,:', Ep Ift - 11 �l �__ I � , , ', � � - _______ ...... - ... ___. -----�11-1------,-..-".�,�--l.-,---,-,.----,,�--,-.--,. _ . ... .. -�..-.-,..,---�--.--------.�-.�,�-.� I I I a6 i I Ql", I '1_ ?, i 7'�il,,� _�� ,Z� U ''�! ,-,_�% .,! i]`�7 �, L v", 1��ll �ovf'-, . I . .rnp �_ , :.� �,Jz- S,,kh,f , " ,[)r3 � z �, p -,C-Pl jtn j I ��_ , - I � . i EL 81 � 101� 8 I i I I . . � I . I � 11 ,z � � T 7,'� �, ��' ,�. � , � ��, " " . � , 0., � __ �. " i V", _,_, iq � z 't, _: � � . .� I . � , � X; �, . � � I" _,�,.` I � I � I " ,, I �,., - "�',, %. , , "'.. - 1 - , " ��__l - - '� �� - I ,,�, I ":� " 0;_ 1 --p ,,,-,�",.,. ,% I . 11 " , . I , I � .... .. � " � . - ." . , I , I ., ,_ - � , . - ", -) �' , �, ", - Nj �-t Q,4,5b�-) � �z . � . � I , . , I , - � * - � _ �l - -225 1. CHRISTOPHER A. CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL - Jl________�l � I . '�' ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT .1 - - - I _` I � - 11 DATE: AUGUST 23, 2022 * , THE ABOVE PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BUT OF , I k.) 11 �l MY 'A , - - - , I s � I � , i I " KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA �-�,, % S " A - '_` , I - I - STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBIL17Y AS THE PROJECT'S , _. 1. 1, '11.11:`1 , _,Y� SCALE: 1 " = 40' SPECIFIED BY CITY MUNICIPAL ORDINANCF. STATE AND FEDERAL ESTABLISHED � I (�k?, /I- 11 �, �) % , -1 I , I - _- I \1 " I PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF I-E I'll ,. ,(11, �. , "I . - , �, FLORIDA SUBMITTED PLANS, CHRISTOPHEk',��'�"-'-",01,,iJ'N"," " " �' _ t 5� O. 1 1 OF 14 , �� , , , � P.E. ,�,� a a 't , - � " i 1--, - ,,,,� I - " 4 L _ o, � - 1� AxeT211ps, S. SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N&D NAIL & DISK C.M. CONCRETE MONUMENT (A) FIELD MEASUREMENT A ARC A/C AIR CONDITIONER AC. ACRES AMERICANS WITH DISABILITIES ACT BFP0 BACK FLOW PREVENTION DEVICE DOLL BOLLARD BSL BUILDING SETBACK LINE C CHORD (C) CALCULATED C8 CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING k CENTERLINE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOUT CONC. CONCRETE CS CONCRETE SLAB C.T. . CURB TIE CTV CABLE TELEVISION (D) OEM DEP DEPARIWENT OF ENVIRONMENTAL PROTEC71ON DHW DESIGN HIGH WATER DLW DESIGN LOW WATER EL ELEVATION FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION 01 GRATE INLET GAV GAS VALVE GM GAS METER GV GATE VALVE aw GUY WIRE INV. INVERT LF LINEAR FEET LFE LOWEST FLOOR ELEVATION LP LIGHT POLE (M) MEASURED MAS MASONRY MES MtTERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NAVD NORTH AMERICA NGVD NA71ONAL GEODETIC VERTICAL DATUM O/H OVERHEAD WIRES O.R. OFFICIAL RECORD PB PLAT BOOK PG PAGE/PAGES Poe POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE ROW RECLAIMED WATER RNG. RANGE R RIGHT-OF-WAY SAN SANITARY SCO SANITARY CLEAN -OUT SEC SECTION SF SOUARE FEET SHIN SEASONAL HIGH WATER IBM TEMPORARY BENCHMARK Toe TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP unuiy POLE WF WOOD FENCE WM WATER METER HEIGHT FERTILIZER TABLETS SPECInED. PLACE UNtFORl AROUND ROOT M. BETWEEN MIDDLE , 130TTOM OF ROOT M, PROPOSED LEGEND DIRECTION OF FLOW EXISTING ELEVATION + ELEVATIONS ARE BASED ON NAVD-88 .,�PROPOSED ELEVATION ff8_8'ft_l— ELEVATION AT TOP OF FEATURE /tt.37XjX— ELEVATION AT BOTTOM OF FEATURE QRADING SUFFIXES, BIN = 807TOM OF WALL EP - EDGE OF PAVEMENT G GROUND HP HIGH POINT ME or MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP - MATCH EXISTING EP TC = TOP OF CURB TS - TOP OF SIDEWALK TW = TOP OF WALL 6' CRAIN LINK FENCE sF —SILT FENCE @ NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE 44 MULCH r FROM SINS 3* MULCH LAYER PREPARED PLANTING SOIL UNDISTURBED SOIL SHRUB & GROUNDCOVER PLANTING DETAIL O.C. SPACING ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. T, 9 4 SEE PLANT LIST FOR O.C. SPACING. C-1 -"r Yl. c 0 la < c: 1/2 O.C, SPACING s MIN. SETBACK FOR SHRUBS GROUNDOOVERS PLANT SPACING DETAIL LBACK OF CURB BM LINE (NO —OFFSET) cq 04 EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM A le BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL & ASSOCIATES, LB #107. DATE OF FIELD SURVEY: 01/11/2022, AND A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY DEUEL E & ASSOCIATES, LB #8423. DATE OF FIELD SURVEY: 05/24/2022. cl DESIGN: (4 2 10/12/22 PER CITY OF ZEPHYRHILLS COMMENTS 9 - DRAWN: C4 C4 1 08/26/221 UPDATE LANDSCAPE PLAN xC DATE RE\ASION CHECKE BY EX 38" 1 OAK TREE 3.9' 7.1' x x x 4'HWF NUMEROUS EXISTING OAK TREES 244—PP- 1blififflIMU DOM W Q= AM `Q'� CALL 81 1 w It 41 lZ4,"074i %011, V V ii:11 I ik OF FLORIDA 4—LS � 44 awn k —A ":4, It . . . . . . —4770 '5 N, 4 (800) 432 N MIW 2 FULL BUSINESS DAYS t VV BEFORE YOU EXCAVATE MQ��`4��'� -M ��N, N P > w ,A V� v R J -D Af ?"t`MAlK `R Wil 0 a- T g 45!m m _��2i'- �i :�,- , ka __HE12 I A` -o �,k, V, , ik 0 R za �ri�5- jm-KE 0: 0: -�x ow, 1"" 1,324 'j, SO. FT. a A- _,�l R. 2—OV 7, T BSOD N IN QU S,, 040, oo gk 8 HT -0 - ---- - N vp 'R R, 4� 40- n W 4� 000 Ls g -5 LOCATION MAP U, 'N _tT KA 0$ ............ + D.' 'p, ft v 40' 80' N.T.S. '43 R& -v �Ur 'sz,,�, , W p MA^ K ... .. .. . "", . . . . 7 il� v , - m -4 Ell 44 E SCALE: 1 40' "Al Z18 m V _41 -6-, jt RMI M 7-44", w, Mnn'o tg D� ++ �x 4i 4 4 AM4 —2,'0 �,n S.- S 5w, M N N i R w_� wl E:,V -A lia-Zo, D; -RNN 10 0' TYPE D 31 V, % nA Air UR W�,i X Np P - - - - - - - - - - - 8 V� , �c _00 . . . . . . . . . LANDSCAPE BUFFER 169- 10.0, LANDS( 3— ER 15.0' TYPE B ZONE: AC AGRICULTURAL FLU: L- 1 INDUSTRIAL LIGHT LANDSCAPE BUFFER x x 4P�'ff 4�3,W_E _x x rX 03' F/ 4—OV <1 F/T 4 MULCH :r FROM MNK A D, LCH TUM AND LOOSENED NAVVE SOL BACKnU _OV WA'an RING tim, CH fin r)WX4! liTAM SIN15.0' TYPE B CROSS mow . . . . . . . . . . . . . . . . . . . . ?LAM UNFORMtLy AROUND NOT MT11M TABLETS AS SKCM. MASS SETWIN MME AND BOrW OF ROOT MAM UNmSTkNm SOIL 2-2-X4�' STAKE WA.= TAPER AND WNI ir FNTID UNCmTUmw SOIL 4 I ROOTBALL CROSS NAIVE SOL .3 TO 5 TWS THE X"rXV STAW- 2-2V WDTH OF 7W ROMMALL X 7 SCREW DRYWCL 8.2' T4 7 f LREE PLANTINQ z;' M N.Y.& NOTM 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESMM 7REAIM. GATE CROSS TIM 94ALL NOT CROSS OVIER WOODY ROOTS. OF ROOT MAI I RBAOVE ALL STRING OR WIRE WV.PPW AROUND TRUNK CUT OFF TOP 4. REMOVE ALL STRAPS, ROPM NW. &/OR STRINGS USM TO LIFT Im ROOT 2 Ov SALL 4 fjwF F&MOW AM SURI.AP &/bR WW MIOM THE TOP OF THE ROOT BALL 0 �R 9. TOP OF ROOT SALL $HALL BE SET LEVEL VIETH SURROUNDING FINISH GRADE QUIRED PER CODE ;owl. RETENTION AREA* TOP OF BANK IS OUTSIDE OF THE REQUIRED BUFFER 0 SHADE TREES REQUIRED 1 TREE PER 50 LF 977 LF 50 19.5 DE TREES REQUIRED 0 . .......... 12 LF 50 10.2 (13 TREES EXIST.) 0 SHADE TREES REQUIRED c L I.,- 217 LF 20 10.9 FOUNDATION PLANTING I UNDERSTORY TREE PER 20 LF 11 UNDERSTORY TREES REQUIRED M TOTAL REQUIRED PER CODE 1 UNDERST DS DS EUEL CAC SISOCIATES A SEPI COMPANY 565 SOUTH HERCULES AVENUE CLEARWATER, FL 33764 PHONE 727.822.4151 WWW.DEUELENGINEERING.COM LICENSED BUSINESS NUMBER 8423 y Z"DSC 4- PZ P Z" I ZEPHYRHILLS LANDSCAPING PLANT LIST SYMBOL LABEL QTY. COMMON NAME BOTANICAL NAME CATEGORY NATIVE COMMENTS Ov 18 LIVE OAK QUERCUS VIRGINANA SHADE TREE YES MIN. 3" CAL.; 10' HT.; 3' SPR.; 45 GAL. CONTAINER; FL #1 If MG 13 SOUTHERN MAGNOLIA SHADE TREE YES MIN. 3" CAL.; 10' HT.; 3' S P R.; MAGNOLIA GRANDIFLORA 45 GAL. CONTAINER; FL #1 Ls Ls 11 SWEET GUM LIQUIDAMBAR SHADE TREE YES MIN. 3" CAL.; 10' HT.; 3' SPR,; STYRACIFLUA 45 GAL. CONTAINER; FL #1 —'Z;- TD, 8 N/' BALD CYPRESS IV, Ile TAXODIUM N/ SHADE TREE YES 77 _v, I'll MIN. 3" CAL.; 8— 10 HT.; 3' SPR.; DISTRICHUM 45 GAL. CONTAINER; FL #1 EH EH A2 11 EAGLESTON HOLLY 'STANDARD 9 ILEX X ATTENUATA 'EAGLESTON' UNDERSTORY YES MIN. 2" CAL.; 8-9' HT.; 2.5' SPR.; STD. TREE 30 GAL. CONTAINER; FL #1 244 RED PHOTINIA PYRIFOLiA SHRUB YES MIN. 36" HT.; 24" SPR.; 3 GAL. X r CHOKEBERRY CONTAINER; SPACING AT 48" O.C. Vol 169 WALTER'S VIBURNUM OBOVATUM SHRUB YES MIN. 24" HT.; 18" SPR.; 3 GAL. VIBURNUM CONTAINER; SPACING AT 36" O.C. + + + 77 MFC 'Ir IV 497 V, 1V NZ _v, ;;,p DWARF SIMPSON'S so" '7 - _s, \e MYRCIANTHES FRAGRANS v -v SHRUB YES MIN. 24" HT.; 18" SPR.; 3 GAL. STOPPER 'COMPACTA' CONTAINER; SPACING AT 30" oic. PMP 284 DWARF PODOCARPUS SHRUB YES MIN. 18" HT.; 18" SPR.; 3 GAL. so PODOCARPUS "PRINGLES' MACROPHYLLUS 'PRINGLES' CONTAINER; SPACING AT 24 O.C. , TA 1,147 CONFEDERATE TRACHELOSPERMUM GROUND NO 2-3" HT.; 8-10" SPR.; 1 GAL. X JASMINE AS(ATICUM COVER CONTAINER; SPACING AT 18" O.0 ic 809 SHORE JUNIPER JUNIPERUS CONFERTA GROUND NO 6" HT.; 12" SPR.; 1 GAL. COVER CONTAINER; SPACING AT 24" O.0 BSOD 49,324 SQ. FT. BAHIA SOD PASPALUM NOTATUM GRASS YES FREE OF WEEDS; NO GAPS BETWEEN SOD PIECES; ROLLED WITH 600 LBS. ROLLER AFTER WATERING SSOD 6,414 ST. AUGUSTINE STENOTAPHRUM GRASS YES FREE OF WEEDS; NO GAPS BETWEEN SO. FT. SOD SECUNDATUM SOD PIECES; ROLLED WITH 600 LBS. ROLLER AFTER WATERING PBM X PINE BARKMULCH GROUND 3" DEPTH, ALL TREES NOT IN GROUND COVER COVER PLANTING BEDS: MIN. DIA. 2 FT. ALL SHRUB PLANTINGS AND GROUND COVER BEDS TO RECEIVE 3" DEPTH OF MULCH AFTER COMPACTED 1. CHRISTOPHER A. CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT*S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJEcrS PROFESSIONAL ENGINEER TO PERFORM A QUAI.JTY ASSURANCE REVIEW OF THESE FLORIDA SUBMITTED PLms. 5.1 '15 RISTOPHEk'-A,,, WORK ORDER —225 DATE- AUGUST 23, 2022 SCALE: 1 = 40s SHEET NO. 12 OF 14 a e 0 e I ci ID t 0 i 0 c .g a w 0 La C4 n N N 0 i a 0 . a E a i� t NN N z GENERAL CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 9. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 10. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 11. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 12. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING COND111ONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 13. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 14. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY . THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 15. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 16. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 17. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCYS TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWNTO TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES. OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED,. MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED IN ACCORDANCE TO THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS. REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FDOT STANDARD SPECIFICATIONS 971. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (1.2) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "STANDARD PLANS FOR ROAD CONSTRUCTION". PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS: WATER MAINS AND GRAVITY SANITARY OR STORM LINES SHALL BE SEPARATED VERTICALLY BY A MINIMUM OF 6-INCHES (PREFERABLY 12-INCHES) WITH THE WATER LINE ABOVE, OR SEPARATED BY A MINIMUM OF 12 INCHES WITH THE WATER LINE BELOW. IT IS PREFERABLE FOR THE WATER MAIN TO BE ABOVE THE OTHER PIPES. WATER MAINS AND PRESSURE TYPE SANITARY SEWER OR STORMWATER FORCE MAINS SHALL BE SEPARATED VERTICALLY BY A MINIMUM OF 12-INCHES. IT IS PREFERABLE FOR THE WATER MAIN TO BE ABOVE THE OTHER PIPELINE. AT ALL CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 6-FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS AND WASTE WATER FORCE MAINS. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES: WATER MAINS SHALL MAINTAIN A MINIMUM 3-FOOT HORIZONTAL SEPARATION FROM THE STORM WATER PIPELINE OR RECLAIMED WATER PIPELINE. WATER MAINS AND GRAVITY OR PRESSURE TYPE SANITARY SEWER LINES & FORCE MAINS SHALL BE SEPARATED HORIZONTALLY BY A MINIMUM DISTANCE OF 6-FEET AND PREFERABLY 10-FEET. THE MINIMUM DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS MAY BE REDUCED TO 3-FEET WITH THE BOTTOM OF THE WATER MAIN LAID AT LEAST 6-INCHES ABOVE THE TOP OF THE SEWER LINE. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 .WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC NTH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE NTH THE LOCAL REGULATORY AGENCY CODES. 13. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,. CONNECTIONS,. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED. BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS48 HOURS' IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS To.BE SUBMITTED TO OWNER'S ENGINEER. 3. ANY AND ALL UTILIZATION OF HOSE BIB OUTLETS FOR PURVEYING NONPOTABLE WATER SUPPLIES, SHALL BE IN STRICT COMPLIANCE WITH THE SBCCI, STANDARD PLUMBING CODE, CHAPTER VI CRITERIA. SPECIFIC ATTENTION SHALL BE DIRECTED TO COLOR. CODING OF ANY AND ALL ABOVE. GRADE PIPING AND THE LABELING OF OUTLETS AS NONPOTABLE WATER SUPPLIES, PURSUANT TO FULL SAID 'CHAPTER \4 CRITERIA. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNA11ON D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR. GREEN, WITH A: GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1: FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS' COATING IN ACCORDANCE WITH ANSI A 21.6, . A 21.8, OR A 21.51. 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE D.I.P. ARE TO BE POLYUNED OR EPDXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL .GRAVITY SEWER PIPING MAY BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. CHECK WITH! LOCAL AGENCY FOR CONFIRMATION. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM. ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 4. PIPE BETWEEN MANHOLES SHALL BE :TRUE TO LINE AND GRADE; DIPS AND SAGS WITH 1" OR MORE OF TRAPPED WATER SHALL BE CAUSE FOR REJECTION. INSPECTION SHALL BE. BY MIRROR AND .SUNLIGHT. TELEVISION INSPECTION MAY BE REQUIRED. AT THE CONTRACTOR'S/DEVELOPER'S EXPENSE. AIR TESTING MAY BE REQUIRED ALSO AT THE CONTRACTOR'S/DEVELOPER'S EXPENSE. THE CONTRACTOR SHALL PROVIDE PERSONNEL TO ASSIST WITH INSPECTIONS. THE. CONTRACTOR MAY BE REQUIRED TO PROVIDE THE LOCAL AGENCY WITH A TELEVISION TAPE OF THE COMPLETED GRAVITY SEWERS. 5. PVC PIPE SHALL HAVE A DEFLECTION TEST USING A 7-1/2% (GO NO GO) TEST MANDREL OF APPROPRIATE SIZE WHICH SHALL BE VISIBLE AT ALL TIMES, PUBLIC COUNTY RIGHT-OF-WAY NOTES 1. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. 2. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN GOVERNMENT LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 3. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES 102-600 TO 102-680. 4. INSTALLATIONS INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION, MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. 5. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(1007.). 6. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 7. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF RULING GOVERNMENT HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE GOVERNMENT HIGHWAY DEPARTMENT. 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. . 9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL, WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 10. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY., ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY. CLEAN-UP. 11. PRIOR TO COMMENCEMENT OF WORK AND/OR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A "WALK-THROUGH" WITH RULING GOVERNMENT HIGHWAY DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT -- ESPECIALLY CONCRETE, ETC. S.W.F.W.M.D. / EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING .AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. ROUGH EXCAVATE RETENTION AREAS. 3. DIRECT ALL SURFACE DRAINAGE TOWARD RETENTION AREA DURING CONSTRUCTION. 4. AFTER PAVING, GRADE RETENTION AREAS TO CONTOURS, SHAPE AS SHOWN AND SOD. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6. ALL SIDE SLOPES OF RETENTION OR SCALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCES, HANDRAILS, VALVES, HYDRANTS, GI:Y WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED. EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 4OD-4 & 40D-40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129. F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. 7' THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TD MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. t STANDARD SITE PLAN NOTES 1. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED, AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY ULTIMATELY -APPROVED SITE PLAN. APPROVAL OF THIS SITE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGNAGE. 2. HANDICAP PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE NTH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. 3. THE ARCHITECT/ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS W€TH DISABILITIES ACT. 4. ALL ON -SITE PARKING SPACES WILL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE MANUA.L ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPERS' RESPONSIBILITY TO PROPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS. 5. THE OWNER/DEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY WORK IN THE RIGHT-OF-WAY. ALL RIGHT-OF-WAY WORK SHALL BE A FUNCTION OF AN APPROVED RIGHT-OF-WAY USE PERMIT. 6. ALL CLEAR -SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, TREES, ETC. IN EXCESS OF THREE -AND -A- HALF (3-1/2) FEET IN HEIGHT. 7. NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY COUNTY OR STATE RIGHT-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE RIGHT-OF-WAY USE PERMIT. 8. THE OWNER/DEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING PERMITS SHALL COMPLY WITH ALL REZONING/MPUD/PUD CONDITIONS. 9. ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGNAGE, ETC. REQUIRE SEPARATE BUILDING PERMITS. C No DESIGN: KN 565 SOUTH HERCULES AVENUE Lj T%% rj7D jjfyTJ�1� j/"Y i. CHRISTGPHER A CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL WORK K3RDER NU. 2021 ~ 22J CL.EARWATER, FL `,3376 Ij _ j� .[ .[ j, Z (, I 1 �/ (�- ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STAME 471 (481) THAT . : y PHONE 727.82.2.41 51 THE ABOVE PROJECT'S SITE AND/OR CONSTRUCTION PLANS. TO THE BEST OF MY ,` c DATE: AUGUST 182022 DRAWN• KN EUE SISOCIATES �/ %1T ��� �1?i J KNOWLEDGE, INFORMATION AND BELIEF, Wlil MEET APPLICABLE DESIGN CRITERIA <' ' -7- ' WWW.DEUELENGINEERING.COM �✓ 0 ► SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED � � �t Y ��' SCALE: N/A 1 08/26/22 UPDATE NOTES XC CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIMLITY AS THE PROJECT'S CHECKED: CAC CONSULTING ENGINEE"S �LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER 107 PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE ; REV.# BATE BY % ZEPHYRHILLS FLORIDA SUBMITTED PLANS. CHRISTOPHER A, CI-fi14 P:E. 84365 SHEET NO. 14 OF 14