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HomeMy WebLinkAboutZEPHYRHILLS FLEA MARKET-- } T i f- I I I -1 I I- I I I I- I -I I I -1 I I I i�"! - I1= I- I I I I '� I I I_ I ii I I i i t I I I - I I I I I I I I -I EL X%JDL LJLTJJU'Jl - - - - - I -II lid - i - I i- I - i I— I I I - —! I I I I- �i � ii i i I i it k . .: �i i R yI. � � _ � �,•..w •K _ :: •r (r1 iw.G. _}�/,„ : i O. Q ■ — 5t11 \^I// - - -.tw/A 1 tr[.wwr . � a �r. C ��-ieli, ' 1 f r.l 2 T- ���1 ��� .[ ,' f- � �y NfC[., 4 M[w -R ` - Y n .lff{ _ - II { ! I I - I ii- -II I II _ >I� i �I� i� I �i -II I - I I i _ Q, W. z = • ILJ >I �_- - •O Rya _ �w Nu.N�t(. 2en N(L [ 1„[7 �r 7� - I --I I — I L —1 — I I �I I 1-1 I � I � I I I I — { — I II G�'. ;=y ..te« w 1. 2 t( �#�e � `R"1 —t--- w,l�., 's =1 —II � — _ � —I _ I , . �I� l — = I� I — I-JI -- . •o •_` Jes i— �...w►,nL�� _ ' � —�--- 're 26 or ' ccxr CW /acs.. SITE..,�e --� rW - _ WR6A6[- '� - rE4( B ::' ='. •- - - _ - - - - lrw` - - - - - .- ....r. C <Iah 7e (,••t vl Kl.r . aj - .R Ntll wi,peA r1Cl ( , .� C.Lh• - NCR 6 ���..•[I- 1 w UC.i• rt •Yrf./ "R wc1. - - - _wICw1. .NAECTION24,Ni 1 COAwLL♦ ° OR cc S - _ - - -_ - - - - - _ - s� : s 1 Orr1 nJ 7200 ([� - s Y1C NAtl . - • le � URL ,a iI IMT to �(\wiwu sRwwl J q Y l.L1AN ie _ w ____ 4 as s :irs Pte.. ` c L " - f f — wCYA[OIYwO U ('— ttr i - - _ 61LLV c •61.JR.SAwl1 Y W(�CN[ ti _ii J 1s O Y.w T1M - - - - _ _ - - - 20691 to a"o [V(Lrw s N1 i~, t 1 r20 —rt m Nwl9 •••i rrR. SFN/NGDAL f o RO ° e qW iT 20 • 1 [.. - - - - - - - - - - [.f �a".r J}} ! t OCNMLO . nl�.r.rtl !, oatiQ[wlit - _ r [►Q7 lH •N1Mt - - ,• !_ i .UIW IGR/OOl .[16 [w- _ - _ - - rle Js F... • O.Y CRrS rAL St+NNG 7Kaw[p - - bah ..ro oarTQ lss -whw[u lr1. - etl!tR Z1., r,er nt � r7•■• Ow i ° - - - - - - - - - - - - _ - Cwr, TAL ,raver :7 w[C'Atto.:L w fL M ►A1►1 I I A' Rlv[w = - . - - LAN( - C"TAL v IwRfr)1 +lLya s+rai •yaw C•[AnaV t o T w[CIKATIv,nL v C[OM ° o so AV 2rs RP - -' - - - - - - -, - - - - • 0 16 wtc w v .- `^ I1!I SPR11(• � - - ka , ! - _______ LOCATION MAP -_ -=_- Hj DRAWING- INDEX-- - = __ _ _ ENGINEEXNG ® XNCe 1. COVER SHEET __-= = 2. SITE PLAN 3. DRAINAGE PLAN - P IN_ E HILL GROUP 90 S. Highland Ave. #1401 Y ORIDA 33540 Tarpon Srings, - Fl. 34680-(813)�a>a City eRQ�,�rsPpro�- Z phy.hil. ? II (813)934-1989 . This B�33d day of 19 g De,�t. Plan. g Dept. SURVEYOR -• Pub!; Utii i - -My Woks De t. Dept. - - - - - - (\ft :rages - BEALL 8c CO. LAND SURVEYING - • • - • • • • • EXPIRES SITE PLAN APPROVA ____ 316 Pennsylvania Ave. - • - • - • - -P.O. Box 773 - • - - - • - . • - • San Antonio, Fl. 33576 - SITEPLA REVIEW FEE REC VET _ •(9 04) 4 588-41 4 7 Amol�nt n Date /� ALL MATERIAL AND WORKMANSHIP USED ON THIS PROJECT SHALL BE IN CONFORMANCE WITH LATEST D.O.T. SPECIFICATIONS. COVER SHEET 1 OF 3 - - - - n. r�l � � _ -�-- '�7k �1. -F\ _'-_� .i: �, -�k �.r `qq���I���i , t: !��j�� - -1 _ �L� �qt•�� �l - - - i - - - - - - — - 1i LINE DIRECTION I DISTANCE L1 N 7559'00 E 320.44' L2 S 2r35'30' E 38.52' L3 S 47'41'28' E 63.62 L4 S 79•33'34 E 61.32' L5 S 0537'40 W 91.84 L6 S 51'3411 W 135.01' L7 S 5113'26' W 118.17' L8 S 0935'08 E 91.33' L9 S 3252'55 E 99.66 L10 S 72'48'48 E 06.42 L1, N 2910'52" E 42.28' L12 S 8229'13 E 28.43' L13 S 61'25'59 E 138.53 L14 S 7736'05 E 71.34 L15 N 5816'34" E 49.43' L16 S 5745'35 E 49.05' L17 S 0008'44' E 60.63 L18 S 7322'07' W 92.30' L19 S 72'09'00 W 67.06 L20 S 4005'29 W 58.85' L21 N 43'21'25 W 198.50' L22 S 89'33'02" W 144.32' L23 N 25'26'35 W 580.96 L24 S 55'42'43 E 104.77' L25 S 59.4412" W 55.91' L26 N 23'41'45 W 95.23 L27 N 2831'05 W 31.31 L28 S 6953'37' W 69.61 L29 S 1V25'50" W 62.64' L30 S 05'35'42' W 63.61' L31 S 7226'22 E 30.85 L32 N 5809'35' E 21.23' L33 N 87'21'03 E 13.20' L34 N 77'4112 E 19.67' L35 N 6513'35' E 16.81' L36 N 2830'47'.E 25.69 L37 N 0418'52" E 27.16 L38 N 1416'32" W 30.03' L39 N 25'15'35' E 30• .45 L40 N 07 49 41 W 27.84 L41 N 87'50'46' W 27.25' L42 N 00'19 33 E 246.63 L43 N 28'30'4' E 8.20' _ 16.00' 18.00' 18.00' 16.00' ASPHALT SEALER ASPHALT STALER ASPHALT SEALER 'SI'UJJY //////I 8" SOIL CEMENT 8" SOIL CEMENT 8" SOIL CEMENT NORTH SEE PAVING NOTES THIS SHEET SEE PAVING NOTES THIS SHEET PROPOSED 4" FORCE MAIN SCALE: 1." = 100' X -SECTION G -G X -SECTION F -F X -SECTION H -H TO PARK .BY OTHERS EXTEND 8" WATER TOP EL. 73.60' ZONED - LI MAIN TO PARK . EL. 65.96' PROPOSED 6' P.V.C. SEWER LINE PROPOSED FIRE HYDRANT -42 J-40 15' UTILITY EASEMENT /INV. 0019'33" E 8" WATER MAIN - 1348.64' J-43E40�3 38�L37 L43 L42 JACK & BORE _ = L:+_--1 -- w \±iii o — — — 10' MIN._ _ �`20' FIRE ACCESS-., o o I LIFT STATION / INV. EL. 64.00'N \ \ I ll BOT. EL. 60.00' °, \ If 30 pip L 'n of J-361 cP J-35 , RETENTION POND % J-34 4.56 AC-FT.J-3` / 4 3 LITTORAL SHELF ► 0 M p 00 00 O Z . NOTES: 1. EROSION CONTROLLED BY STAKED HAYBALES. 2.- DUST SHALL BE CONTROLLED BY SPRINKLING. 3. BUILDING HEIGHT IS 14' n 60- °' \ z TOP EL. 74.30' ° iM \ ¢ o 0 0 o o II INV. EL. 64.52'• \ cv tai d N c.i (`i i70.00' '`� 70.0 0.00' �70.00' ' 70.00' '°20` FIRE ACCESS 1\\\� W , - LEGAL DESCRIPTION j \ w c'3 W II Z Z t,� \N\ ae c� c� JO ?J O �� O 0 I CHAINLINK FENCE That part of the Northeast 1/4 of the Southwest 1/4 lying East of t9 ❑ z z z Y z z o �_cI the Seaboard Coast Line Railroad. \U\ w Wa QLU / o 0 lib And O \4.\ O LL a 314 dQ � a That part of the Northwest 1/4 lying East of the Seaboard Coast O \, 1,�\ O LLJ w � ! line Railroad and South of the Zephyrhills By-pass East. tp a w Ld And 0< <N < < The West 108.20 feet of the Northwest 1/4 of the Southeast 1 /4 , \`�' p\ o o > Ld LU 0 o o I less and except the South.388.00 feet thereof. PARKING REQUIREMENTS a / 'I And \ 0 / I b - That part of the West 108.20 feet of the West 1/2 of the 50.00' r \ 0 II Northeast 1/4 lying South of the Zephyrhills By-pass East. 1/SPACE PER 200 S.F. \ , Q I I All lying in Section 24, Township 26 South, Range 21 East, Pasco 101,920 S.F./200 510 SPACES REQ. \ a I I County, Florida O 1 II Said land containing 40.00 acres more o less. O PROVIDED = 11 PAVED H.C. SPACES . 5. , 13.00 THIS IS NOT A SURVEY. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 518 REG. GRASSED SPACES , - DUMPSTER 10' SIDEWALK 10' SIDEWALK 1 f 529 TOTAL SPACES PROVIDED PROPOSED FIRE HY RAN AREA .`: 50.00' i0 \ \\ 0 in DRAINAGE NOTES PARKING FOR OVERSIZED --- 1. All atotmwater runoff from this site shall be _ __ -- — _ VEHICLES ZONED - LI visually monitored dutlug Ton-sttuction by the — — contractor to assure Hater quality and quantity ate generally maintained to the pre -development levels. The following shall be used to accotuplish mitigation of adverse quantity and qualirty impacts _ — __ to offsite properties doting construction: \ 40 L17 A. Drainage awales and retention should be rough _ ___ jJ-16 1 17 constructed first to avoid any increase in .-41 — — / runoff due to the consttuctiou. j _ -- - — — _ D. Temporary erosion and sediment control strut t / tunes shalt be installed to protect existing - t drainage systems and water quality during 1 _ _ -14 fJ construction. DRIVEWAY TO BE ACCORDING z 18 C. Where work is performed in a water comae or , — water body,- silk curtains and silt screens _ , J blditybe used to control siltation and for TO PASCO COUNTY R/W D. Distutbed areas as a minimum te•jnirement shall '/ ` he seeded and mulclied. O -- ` E. if special conditions exist requiring unanti- 00. ^ / cipated measures to control t runoff, ZONED - LI 5p• stotmuatei/ JURISDICTIONAL AREA 00 these measures shall be implemented as soon as \ \1 etbook — — _ / '� possible. — _— _i-Ii—_=====____ 2. The grading of the last six (6) inches of the torso- / , r tion areas shall be the last construction activity. r�_�_J�� I ice' / 1���. 3. Pipe lengths the approximate an.l may require minor , f adjustments in the field.- `�` ��1�)J-10 �� 1 / i •��, RETENTION POND , 4. The contractor is to verily locations and elevations J-3 0.60 AC. -FT. of all outlasts before construction, 14,14 if found to f be inadequate, shall notify the engineer. /% OF STORAGE ; 5. The contractor shall construct all -drainage structures � 2 ( in accordance with F.D.O.T. standard specifications —1 J— /\ II N for -road and bridge design. 6. All.reinforced concrete pipe shall be Class ill -with -_ .- ( / rubber gasket joints. URISDICTIONAL AREA ��` �� 7_ Operation and maintenance instructions: 158,031 ♦ L8 ' r.1-22 p. \ \ 3.6279 ACRES �� A. The stormwater management system shall be per \\\ / •� iodically inspected doting storms to determine I J-2 "6 ZONED - LI that it is operating properly. inspections should I , �� 25 5 also be made when the system is dry. \ / r' B. Any broken pipes or damaged inlets must he te- ` ` - UPLANDS ---- — paired or teplaced. Any debris clogging same 2,644 SQ. FT. - �.c.6 shall be removed as necessary. - .0607 ACRES,b" C. The retention area shall be periodically cleaned , LE J 24 LEGEND of debris o► siltation as necessary O1D. Swales and ditches shall be cleaned as required , O N• to maintain flows and tesodded when necessary. 0° 'O tit F. - The owner is responsible for maintenance of the 60.0° 6°� =PROPOSED METAL BUILDING n vegetation iretention areas, swales, and - ® ditches. F. RrIvnl or ontive veRetntlon, Incl"d1n/, r.attntl^, is Prohibited vith,n L moo_ =PROPOSED SOIL CEMENT ' the vet detention gluts. Reat..vni-[nctudr•s dred in , the appllentfon P b R of herhieldrn told rutting. fialntentnre of the ponds shall include CONCT REE - krri.inF ',trttr•tnrrs fire of any nhetrorttnne. The tnntntennnre entity =PROPOSED 14111,111( nddrrnw any quentlnns rrbnrdlnp, nnthorlsed nettvitles within i ? the wet detention ponds to SWFW1t11, Rrookevttle Permitting Depnrteent• G. NO OWNER OF PROPERTY WITNIN TIIF :TOTAL LAND AREA MAY = EXISTING RAILROAD CONSTRItCt OR HAtHTAiN ANY RUII.INC. RES►DENCE, OR tiNOERTARF. OR PERFORM ANY ACTIVITY IN T►IF. WETLANDS. BUFFER AREAS, Url.ANn CONSERVATION AREAS ANn FLoo� = PROPOSED CH AI N LI N K FENCE (6') : O O O PLAIN AREAS DESCRIBED IN IIIF. APPROVED rNfIlT AND _ J CONSTRUCTION PLANS , urN.ES; PRIOR WRITTEN EXISTING JURISDICTIONAL BOUNDARY � -, 4� APPROVAL IS RFt..EIVF.D FRntI Till? SWFuitin PURSUANT TO CIIArTER 40q-4. F.A.C. =PROPOSED TRAFFIC FLOW �-- ► . ORGANIC MULCH TO BE OBTAINED FROM 0.J 1 AC. ISOLATED WETLAND - - --- ___-_'_\ \ TO BE DISTURBED. MATERIAL TO BE STOCKPILED NO LONGER THAN - 2 WEEKS. IF ADDITIONAL MATERIAL iS REQUIRED. IT IS TO BE OBTAINED FROM A COMMERCIAL SOURCE D�lm it>rvlstox L.Z. 8-30-91 bldg.& parking 12' MIN. ZONED - AR GENERAL NOTES 1. All construction shall conform to current y of Zephyrhills standards. - - -- 2. Each handicapped parking space shall be irked with blue paint in accordance with State Florida standards and posted with a sign citing: "PARKING BY DISABLED PERMIT ONLY." A others shall be marked with white paint of F.D.O standards. - 3. All survey data is based on information p Tided - by - BEALL & CO t -Land Surveying. This gineer— - ing firm is not responsible for the comp) ness, correctness, or accuracy of this Informoti 4. The contractor shalt locate all utilities - or underground structures prior to construct and notifying all utilities 48 hours pricu®r t con- struction commencement. - • 5. Existing wells shat be abandoned by a sic sod water well contactor col ccord•:,-nce w`fh es - 400-3 and 11-2' 'r,a. 6. All disturbed areas to be r,ss 3r T . - _ - PAVING NOTES - 1. Excavation, paving, and grading work shat be - in conformance with F.D.O.T. STANDARD ECIF- - [CATiONS for road and bridge constructs - 2. Asphaltic concrete surface course to be D.0.T. TYPE III. S —III or S —I unless otherwise s cified. 3. Limerock base to be _compacted to 98% max- - - imum density according to AASHTO T-1 4. Stabilized subgrade to be compacted to % of maximum density according to AASHTO 180. LANDSCAPING NOTES: - - - 1. Buffer to be planted with a continuous hedge or vine along the fence - 2. All landscaping to meet the requirements of the ITY OF - ZEPHYRHILLS LAND DEVELOPMENT CODE, SECTION 300. 3. All vegetation to be planted shall be Florida Ag. rode 1 or better and conform to the following criteri Nursery stock shall be in accordance with inimum - requirements of the "AMERICAN STANDARD FOR NURSERY STOCK" (ASNS), published by the "AMERIC ASSOCIATION OF NURSERYMEN" - - A. Plants shall be sound, healthy, vigorous, fr from - mutilation, plant diseases, insect pests or sir eggs, and fungus and shall have healthy, normal oot systems. - B. Shrubs, when installed, shall be a minimum f 12-18" high and/or 18" spread for internal lands ed areas - - of parking area; A minimum of 24-30" hi for landscaped strips lying between parking areas, public ht —of —ways, and private roads; A minimum of 36high r buffers where a continuous hedge is required. - -C. Vines shall be of a size reasonable expect to become e minimum of 30 " high one year after pianti lines may be used in conjunction with walls and fenc , to meet - - the minimum screening requirements. - FACE OF CURB OR EDGE OF PAVEMENT PARKING SPACE of rJ vi BLUE ON WHITE OR - O WHITE ON BLUE 1'-0" o PARKING BY DISABLED 1 PERMIT ONLY c In ip 0.063 TEEL SIGN F.T.O. 25 TOP p4lr: WHITE ECTORIZED BORDE D LEGEND, BLUER CTORIZED BACKG ND. "C" (F.D.O.T.) 1' SERI BLACK TIERS. BLACK DER AND WHITE FLECTORIZED BACKG ND GALV. TYPE FLANGED STEEL ST. GRADE g l /T H.C. PARKING DETAIL SEE GENERAL NOTES- THIS SHEET - - 911x73 DRAWN L.Z. 7-18-91 ON L.Z. 9-10-91 move 20' west — CRWM DATZ JJ.A..Y 9-23- 91 REVISED PLArJs PEF COUNTY - SHEET x iO-Z-9t PE -II PLA►J5 PE2 LOuNnY t 2 5514 7th z��rR�Lis 33540 � _ OF _ P 1 N 1J 11 STREET , FLORIDA 813 788-0400 liEVL9I0N 3 file FLEA.- 1"=100' ' , E — .' ii t • t t j n t I - h.i Y -- `t -?I 1 p i - � _ _ - iii = - I �. III' II -{� [� i k:e I I . ( f =I I i 'fit Li _ "`—J;r� I; (: _ _I '31,� i_LI_ t.L_ Lt.1t� �E!l _l� J._L.c 1. �.. 1..� _i a_.rt G SWFWMD JURISDICTIONAL LINE TABLE NOTES : _ A. Distxi�t's verified wetland boundaries and shall be clearly delineated on the site prior to buffer areas, if applicable, initial clearing and di _ LOCATION P" ^1 42 �,J-40 9 STAKED AND ENTRENCHED STRAW BALE / j ) j ► In BnDNG WRE OR ►� i I 1 s Al1IM s,cl�nu n 1� � NID I H or nr r u., If QArac EL. 71.5 •tr ,1.j�' a LINE _ DIRECTION - DISTANCE Lt N 7559'00 E 320.44' L2 S 21'35 30" E ` 38.52 L3 S 4T41'28 E 63.62' L4 S 79.33'34 E 61.32' L5 S 0537'40' W 91.84' L6 S 51'34'11 W 135.01' L7 S 51'13 26 W 118.17' L8 S 09'35 08 E 91.33' L9 S 32'5255 E 99.66' L10 S 7248'48 E 106.42' L11 N 29'10'52" E 42.28' L12 S 82.2913. E 28.43' L13 S 61'25'59 E 138.53' L14 S 7736'05 E 71.34' L15 .N 58`16 34' E 49.43' L16 S 5745'35 E 49.05' L17 00'08'44 E 60.63' L18 S 73'22 07 W 92.30' L19 S 72 09'oo W 67.06' L20 S 40.05 29 W 58.85' 121 L22 N 4321'25 W S 89.33'02'�W 198.50' , 144.32 L23 N 252635 W 580.96' L24 S 5542'43 E 104.77' L25 S 5944'12 W 55.91' L26 N 2341'45 W 95.23' L27 N 28'31'05' W 31.31 L28 S 6953'37 W 69.61' L29 S 11'25'50 W 62.64' L30 S 0535'42 W 63.61 L31 - S 72'26'22" E 30.85' L32 L33 N 5809'35" E N 8721'�" E 21.23' 13.20' N 7411 E 19.67' L35 N 65'13 35 E 16.81' L36 N 2830'47' E - 25.69' L37 N 04'18'52 E 27.16' L38 N 14'16 32 W 30.03' L39 N 25'15 35 E 30.45 L40 N0749'41" W 27.84' L41 N 8T50'46IS W 27.25 142. N 00.1933 E 246.63' L43 N 28'30 46` E 8.20' activities. The delineation shall endure throughout the construction period L�� L37 L42 ., — I CRES EL. 76: 38L — 43 \ I r L. and be readily discernible to construction personnel. I -- -----------_------------ )t ) _ J-41 L3 35 FILTERED ( SEDNENT LADEN RuNoFF conx•ACT 10 9s ti+ 4J-30 - 3o �• - - RUNCF / , \ I i / ` } - - / _ S Of U I I v AASI I IO T �� - - B. All wetlands, wetland buffers, and upland conservation easements not J-37 1.34 \ ){ / fowEn cx,AnF , r ~ specifically designated to be impacted by this permit shall be delineated an J— 36 n n 1 1 ) \1) the final plat recorded with the county prior to site occupancy. �' J-35LL33 LOCATION C , I COM AICTED SOL TO PREVENT . f Al wtsl ♦L32 / • t }} 1 I r tr PPidG I C. The operation and maintenance entity for this project: -must be made aware J-31 i29''~------+� EL. 74.00' {3.40 AC.) ( ` ,/ 1 i t 1 l } s, - 't• 12 ,— is through the operation and maintenance agreement that• removal of native .._ J-32 130 J-33 F —?,r 1-I1�ra ,.vrnr : vegetation, including cattails, is prohibited within the wet detention ponds. EL. 73.00 (1 f 7 AC.) ` — 4 Removal includes dredging, the application of herbicide, introduction of grass , i• to carp and cutting. Maintenance of the shall include kee structures E L. 7 2.0 0 ( 1.2 0 AC . NORTH>� p� ruin ano�r••;1 -�><a.n,wWM - free of any obstructions. The maintenance entity should address any questionsOG L77 t7 EL. 7 1.00 ( _1.10 AC.) rte, %1— 1"regarding authorized activities within the wet detention ponds to SWFWID, Brooksville Permittinig Department. SCALE: = 100' 72 HAYBALE DETAIL (X -SECTION) 74 73 LOCATION 11D11 \ -cR ♦ BERM TOP EL. 74.00' I C LO`&TION "C" o c ° 'F� 11 SWFWMD JURISDICTIONAL i \\ HAYBALES DURING CONSTRUCTION A WETLAND 0.31 AC. (TO BE B CONrfROL nn•19 �3 F -' I \. .r' %J-/o -� - I ALUMINUM ---- SKIMMERS �� _ 13 .� ? o O ! _ -`K 11E l4F L' f,c r(RX fir it. )J-20 EL. 73.00`• 0 20' V-SWALE BERM TOP EL.o -74.00' 74. \\ 5 _ r j: ' . \ '1 N _ RUCT� oN RcTNT10N Si?E o- „oNTROL sT .u. ,> 2) FASRf:ATE FROM sHEE*I ALLJM IM. SPILLWAY ETAIL �% JURisolcTloNAL AREA ,� F. FL: EL. �- _� FL E-73 - \ 92• ` O - �— F SKIMMER DETAIL CONTROL S T R C T U R E# 2 �TYP�' 0•o' o 0 L 72 D AL �j_t2 . 0 0 Q O o I EL.E.00 73 B LITT SHELF AC. \ � 10 R R OF N N 4 N N (3600 -, \ N.E. 1 4 F .W. 1/4 �/ 1 . '' 70 0 "� _Z�DO 0.00' 70.00' 70.00' r; ° 524 20, 7J-10 74 TOP EL ,T4 00BALES DURING CONSTRUG�SION SOD (J-21 1 6 C.L.F. \\\�t a ♦` t , \ ` /_3 ♦♦� or i , c� \� 'I _-- �` 21 %% ; N . �� s `\\ ►. I TOP OF BERM EL. 74.00' / \-6 - \ \ \ . L ----- BASIN 1 C � rn o )-'r , ��- - VEHICLE.-- / -22- 11 ,\ i LARGE P74f3�C1NG t JURISDICTIONAL AR `♦J-7 �8 J-8� LOCATION "B" / t 158.031 50. FT. 75 - 2- - - - - 3.6279 ACRES (p ' y 71 ° -- X -SECTION A -A , ,�`s , � F.FL. L. EL. 75.00' / �� f F NOT TO SCALE \\\% .�F. FLOCHAIN LINK FENCETI44SQTi .�°•WATER FLOW (TYP.) _► 20607 ACRES ♦' ,��,�- / ' \ ) I J-24 '' X75.00' 3 .00' ``" / \` li \� /' 5' , ,, 1 1/4X3 1/2• STANDARD P.V.C.- C \ 100 WELL PONT } REDUCE oR SE TO Q 7 — e — / ,•' SEE of ORIFiCE p O 7 6.5 0' P V —. ,� 0_Q0' --�` 7 WA L K� J , , / �t r2"I , 1,2' DIA_ HOLES W/COPPER /1 � : Z •1 SIDEWA 6' VG _ a gVC ► -- TO OF BERM EL. 7.4.00' D.H.W. EL.73.40 Q o P o ) \ J t1J .' _ SCREW BvSroE r O.C_ j � • - � �_ 1 1 I — — — �� V�.'� n 1� EL. �7 /` °Di r 2:1 BOT. EL. 71.00' LOCATION A v' '`��- GRASS PARKING 1s-� V - V I 4.1 ._r 2 :.ElJ" XSECTIONBB r 1 1 I - NOT TO SCALE • c- C i' ,-66WETLANDS UPLANDS HAYBALES DURING CONSTRUCTION I r EL. 78.00 Eh. 78.00 p - O CONSTRUCTION ALLOWED I \ i ► t / Z 15' SOD r 4o EL. 7.8 \ d ` f - ` STRUCTURE TOP VIEW EL. 77.00 -C a t IN 15 FT: BUFFER I tr �,' ► I ' /. ,ssWALL TYPE CONTROL� 5 ► CONTROL STRUCTURE #1 �o 6 _ — =— _=�_ --- - . 77.87'= 15' WETLAND BUFFER `1 r ,,' l / TOP OF BERM E 77.50' _ SEE SKIMMER DETAIL THIS SHEET �-� �Z•� — — \ ♦♦ ► ' r I ) ,7o pI.. [ i 1,ROUND BASIN 2 L. 7 .73' t\ I r is O t _ a , L. 1 ; E - " EX TINGE �� 7.70' = = — �- - --- ,1_-- BOT. 76.00' ,N °pcP 5 � --s—GRASS_ PARKING—' ELt 77.6D` I ' ���, 11' BENCHMARK 0 — —-- — — �•�` \ it i �� �0•c , F� NAIL IN OAK TREE — / — i - �/ , - i /� -SEC SOD I �` - l / \ 77 t /"��N 1� • 0� l I - - -i _ iD.H.W. EL. 76.75' T.O.B. EL: 7 .50'' E ). -i _ - _ BERM EL r -- `-_�`� �6` �� ��.• 6 0 �p�'.3 `- - sr. �,i - - - _ r- 4:1 _ - .,.,Nt; HAYBALES DURING CONS I RU TION 77/50' ` \ , h , }•� OP �. �6 y BOT. EL. 76.00' —�� — ) — — — �M a� �� SCC 77 / / \ ♦�� s E�q ,�- �O — '� / CHAIN LINK FENCE SECTION D - 1 �' �� _ 4. The contractor is to verify locations and elevations '�. '' >r•y t / 524 of all outfalls-before construction, and if .found to- G ' ,� `� be inadequate, shall notify the el,gineer. ...••\ / 5� C3 ♦ \mot pq� 0• 5. The contractor shal I construct -all drainage structures \\\ 1 ♦ � � !� �j in accordance with F:D.O.T. standard .specifications � ♦ R J ECT 200 5 v 'j 1' for road and b.tid a design. P PO `Zh+ 6. All reinforced concrete pipe shal I be C1 ass III with �� B + f L'' l�� �OG / sT GROD LITTORAL SHELF rubber gasket joints. \ — - �' SITE ISTING _ -- UN - �- \ \\\G EL 71.00 SOD 7. Operation and maintenance. instructions: , •2V 7 ' _ - - _ i 7 _a ` S 25 �' BOT-EL. 69.0 DRAINAGE NOTES A. The stormwater management system shall be pet- , \` /�� / " --------------- ioperaten during syo`rms-so determine n/XMSECTION 6 ORGANIC SOIL _ that it is operating properly. Inspections should I / 1. All stormwater runoff from this site shall be also be made when the system is dry. - iC—C visually monitored during construction by the contractor to assure water quality and quantity B. 'Any broken pipes or damaged inlets must be to 76 are generally maintained to the pre -development 1' ' ��' NOT TO SCALE paired or replaced. Any debris clogging same - L E G E N D L E G A L D E S levels. The following shall be used toacco*rplish shall be removed as necessary. C • a I P T ' N mitigation of adverse quantity and quality impacts to offsite properties during construction: C. The retention area shall be periodically cleaned i ' of debris or siltation as necessary. O, / PROPOSED RETENTION DIRECTIONAL WATER FLOW That/ A. Drainage swales and retention should be rough .� - part of the Northeast 1 4 of the Southwest 4 lying . East of constructed first to avoid any increase in D. Swales and ditches shall be cleaned as required ' 60 !'�� \O / the Seaboard Coast Line Railroad. - runoff due to the construction. to maintain flows and resodded when necessary. 60.0 PROPOSED METAL BUILDING PROPERTY LINE And PROPOSED PAVEMENT -- -- BUFFER LINE That part of the Northwest 1/4 lying East- of th Seaboard Coast B. Temporary erosion and sediment control strut- E. The owner is responsible for maintenance of the - .O lures shall be installed to protect existing drainage systems and water quality during detchation in retention areas, swales, and line Railroad and South of the Zephyrhills By -pa East. O� ® e: And 9 Y ditches. SWFWMD JURISDICTIONAL WETLANDS , ,a° p PROPOSED CONCRETE construction. The West 108 . 20 feet of the Northwest 1 /4 of t Southeast 1 /4 F. theRemwet de Tlattve vnnetattan, including tattoos, is prohibited '[thin / CONTROL STRUCTURE , the ern cidentinn rands. Rewnral include, dredging, hds the application -.-BASIN BOUNDARY less and except the South 388.00 feet thereof . C. Where work is performed in a water course or P� / _ _ And body, silk curtains and silt screens of herhleides m,d cutting,. ilnlnten>tnce of the ponds shalt include- \t shall shkeeping Atructures tree of any ohstructlonn. The maintenance entity ��\ P PROPOSED BERM R M iibe used to control siltation and ter P R ---' --TOPOGRAPHIC LINES That part of the West 108.20 feet of the st 1/2 of the bidity. shrnlid ovarian nny gnestir.ns rrgnrding nnthnrfzed activities vithln O the wet detentihn pnn�l9 to SNlE TOTAL srooksvftle Per1•itting Departmetyr. P'(� "y DIRECTIONAL TRAFFIC FLOW Northeast 1/4 lying South of the Zephyrh l 1 l5 By- SS East D_ Disturbed areas as a minimum requirement shall �� be seeded and mulched. G.. NO OWNER OF PROPERTY WITUIN rite TLAND AREA MAY / (�j XISTING RAILROAD CONSTRUCT OR MAINTAIN ANY BOILING. RESIDENCE, OR - All lying in Section 24, Township 26 South, Ran 21 East , FaSCO E. If special -conditions exist requiring unanti- UNDERTAKE OR PERFORM ANY ACTIVITY IN TiIE WETLANDS,. �� cipated measures to control stormwater runoff, BUFFER AREAS, UrI.AND CONSERVAT►ON AREAS AND FLOOD -----� JURISDICTIONAL WETLAND BOUNDARY PROPOSED CONTOUR LINES County, Florida. these measures shall be im lemented as soon as PLAIN AREAS DESCRIBED IN TIIE APPROVED PERMIT AND p - Possible. CONSTRUCTION PLANS•UNLESS PRIOR WRITTEN . 00.00' PROPOSED GRADES Said land containing 40.00 acres more o less. APPROVAL IS RECEIVED FROM TN • F SWID PURSUANT To THIS iS NOT A SURVEY. LEGAL DESCRIPTION PROVIDED Y THE NE . R 2. The grading of the last six (6) Inches of the reten- CHAPTER 40D-4, F.A.C. p �+ tion areas shall be the last construction activity. - H ORGANIC MULCH TO BE OBTAINED FROM 0.31 AC. ISOL ED WETLAND - - - O --PROPOSED C.L.F.V 3. Pipe lengths he approximate and may require minor TO BE DISTURBED. MATERIAL TO BE STOCKPILED NO LONGER THAN 2 WEEKS. IF ADDITIONAL MATERIAL IS REQUIRED. IT iS TO BE OBT ED 00000 STAKED HAYBALES / - adjustments in the field. FROM A COMMERCIAL SOURCE Del n�xs REVISION L.Z. 8-30-91 b(dg.& parking _ _ J -\ L.Z. J.A.Y. 7-18-91 I2EVL910x L.Z. 9—i0-91 move 20' west 11.7: DATE BSVL9IDN RED Eo o DR A I RAGE . JAY 9-25-91 S Pc S CouMT� SHEET JA.Y PLAN =3 • OF kPPROVED DATE It�VIS10N T PIS E HILL CORPORATION lu lox 5514 7th STREET ZEPHYRHIUS, FLORIDA 33540 813-788-040 file FLEA. 1 "=100' 3 Ly.ia.t •.l - i- - 'LL . �; I" [ _1 !_1Lii l kui�l ll L 1.Li Yrl1 J�.;.oL ;i l_L�s1%i i i_ t ip'- s� a �s..Lsia I' - '- -I�� - I- -I - �I III- _T ! =I= -I1= = I— - !-T� -T- I- I!-lTh r►'. IIII,.I- �If Wi �I r= kftkIITII IT -II ,�"--I -I I I ice'= I1- - - _{-I- I -II- JI- -- JI 1 I- !- I� - I - -II Idi ,I Ti i.-II • - _ I - - I I -f l I �—I I I �I -I I I I � - I I I 1-1 _ I� I �I I I— - I _ I- I-1 I !-� l i - ,. ; .. . ( - < I I I 7 i. : '; o '" o � r. r,. ,. �. _ � � H� ..IMP utrn S9 - • Q '. 6 r• - eatr0 � J • a' O�♦1 �' ?P - Mr._ _ �__ F CpNf Z h Nfl I S RITA w P ' - - - - - I — -- — f —I ' I - T_ I - 11=1 I I I I I I I-1 I I I I— I i --� f—i -`' I T ti � M( ! • ALLfN f ���7 — wlrK t —•0_ AtK 111 arc a N•H(. t61T t O[ H(A C s - ■ _ e.coN to rrT - - - - COtP or e...R< rcxewr . - r•SCO �� IL Boor Mwr SIT eu - E ' or Oa" RINEIL 111 40 CAR'ta N■ - ICfs 1 1(R.t SRrtA CMrOw ifOw J Y PRICK, C \TI) - - - A C NCawQN/A _J f RPOCCN _ - - - - - - - - - - CTION24joE. - - waP •—r..w - o -- - , Ae 70 ( TIr(L V{IC 11T • NaCOy .r.. N[R-RQRA l ` _— _ .' cadT. • - HfR R - [OwC -RROr RIT• wllilR J M cm �..r+. r ll ItRCK, rR/C lt! JUOt wOWL •MTI of 9 • P [ - 11 ♦. . 7 . COwNLLA ' OR fcNe a ,1 - - - - - - _ - - - ;__ - lZr+OI AUrrr- � 6 �! ' 3 22 0O tTp11f. 7 YID TO. i��I-NX�- n3 w IMC C.NTHtA ,IC RRA J O 10 Lf 1i r - - - - - - - - - - - AyAN 6 i I •. 17 Y a NJIOrIt JR99 0L " __ _I t— MllIItCAIATR) c[K I • r - - - - _ _ - _ r N1r .JR SSM14 RKN - 61LLT C - t O _ PEGiY . tiRlf s vrol D JAMES /a 6 - - - - - - - - - - - 206 77 .QaA • �rrl6 (VELTN t R '20 -rte KS ! 60 tLr. 11 DAVI! nanl ATT**APT SPRINGOOC f r .:_I°..2. o "�r r 201 Ito w - -. - - - - - - - t,a nr.LIMN r I O(MMLO s r I►flt SNnMN 2 J A S r rw MAR J1![R1t( POTT4 [LUAPA PGR a rATTIC N w-__-- s L [.. - - - - - _ - - - - - - _ 110 77 - - - NAAQ • Pl$CYSRTILy HNO SIt Cl RCO - 71 _ Tt[ list Tl( K 77 1 wR[ at ION LII(U - r er e I - - . - - - - - - - _ - - - - - - - - JULIAN . CRYSTAL !PLAIN .1 R(C1<AIIONAL a AV RI - - f 96 jLPKS 7- 'r[Cwt AL N7Mly -r1 CRT,tAL • A/JI4 1oIv 1/Y5c'RI►J(r /r LOCATION MAP TOWSON OGES _ � _ 2. SITE PLAN -`__ _ _-___ _- 3. DRAINAGE PLAN -PINE- HILL GROUP - - • 9 0 S Hi hland Ave . 1401 - , APPRuVED SH�I�ECT T7 ATTACHED COP�Di - NS . w� Tarpon Srings,-Fl., 34680(813) 8 1 3 934 1989 _ Si!e Plan Review A royal , - - - - - - - . - - Cy ci Zephyrhiils Thi)O dayof 19 SURVEYOR- - - E3O:dIng Dept. Planning Dept. Utiiifies Dept Fire Dept. Poce Dept. BEALL & CO. LAND SURVEYING City Manager - 316 Pennsylvania Ave. - - -- - - P.O. Box 7 7 3 SITE PLAN APPROVAL EXPIRES 6 San Antonio Fl. 33576'- REVIEW FEE RECEIVED SITE PLAN (904)5884147 - - - - Signature TT '� ' - - ate Amount - ALL MATERIAL AND -WORKMANSHIP -USED ON. THIS PROJECT SHALL BE IN CONFORMANCE WITH LATEST D.O.T. SPECIFICATIONS. COVER SHEET 1 OF 3 s -c- _ .'l. - •��, L.=�.='�- _ k'.i � t �- - 1 s I- 1.- - 1 1 +=�rF5i_E_ 1 I 1 -I'.II ! Lfa�.� I I_ .I y •4.1 � - _ - - _ Yf L,..y�'i. .wa i..r�a'l��i.lh �1�a,..! `�_;.ax.__. nYilLii.r r._.iik ii :...LliJ.rLLl.�Ll �>ii.�;:>r' ..L, .11.r ,.L�.: s..L.r�,.y'C . :3 �iJoK LINE I DIRECTION I DISTANCE L1 N 7559'00 E 320.44' L2 S 2135'30' E 38.52' L3 S 47'41'28 E 63.62' L4 S 793334 E 61.32' L5 S 05'37'40' W 91.84' L6 S 51'3411 W 135.01' L7 S 51'13'26 W 118.17 L8 S 0935'08 E 91.33' L9 S 32'525' E 99.66' L10 S 7248r481 E 106.42' L11 N 29'10'52 E 42.28' L12 S 8229'13 E 28.43' L13 S 61.25'59 E 138.53' L14 S 7736'05 E 71.34' L15 N 5816'34' E 49.43' L16 S 5745'35' E 49.05' L17 S 0008'44 E 60.63' L18 S 7322'07' W 92.30' L19 S 7209'00 W 67.06' L20 S 40.05291 W 58.85' L21 N 43'21'25 W 198.50' L22 S 89'33'02" W 144.32' L23 N 25'26'35" W 580.96 L24 S 5542'43 E 104.77' L25 S 59'4412 W 55.91' L26 N 23'41'45 W 95.23 L27 N 2831'05' W 31.31' L28 S 69'53'37' W 69.61 L29 S 11'25'50' W 62.64 L30 S 05'35'42' W 63.61' L31 S 72.26'22 E 30.85 L32 N 5809'35 E 21.23' L33 N 8721'03' E 13.20' L34 N 77'4112 E 19.67' L35 N 65'13'35 E 16.81' L36 N 28'30'47 E 25.69 L37 N 0418'52' E 27.16' L38 N 14'16'32 W 30.03' L39 N 2515'35' E 30.45 L40 N 07'49'41 W 27.84' L41 N87'50'46' W 27.25' L42 N 0019'33" E 246.63' L43 N 2830'46' E 8.20' PARKING REQUIREMENTS 1 /SPACE PER 200 S.F. 101,920 S.F./200 = 510 SPACES REQ. PROVIDED = 11 PAVED H.C. SPACES 518 REG. GRASSED SPACES 529 TOTAL SPACES PROVIDED PROPOSED 4' FORCE MAIN SCALE: 1" = 100' X -SECTION G -G X -SECTION F -F . X -SECTION H -H TO PARK BY OTHERS EXTEND 8' WATER TOP EL. 73.60' MAIN TO PARK. ZONED - LI INV. EL. 65.96' PROPOSED 6' P.V.C. SEWER LINE PROPOSED FIRE HYDRANT -42 J-4 JACK & BORE 0 15' UTILITY EASEMENT N 0019'33" E 8" WATER MAIN 1348.641 J-43L40��3 3g�L37 . L43 L42 r \ r _ _ — _ — on _ x`20' FIRE ACCESS�� _o ��\ PLO V- J-36IL 4 LIFT STATION (! J -3s .3 LITTORAL SHED INV. EL. 64.00 , _ , I I RETENTION POND J-34 BOT. EL. 60.00' , i 4.56 A-FT.J-3`--- O, 6°.0 °.0 1, Z / / J-33 I TOP EL. 74.30' ¢ o 0 0 o o INV EL 64 52' I� 01 a 0 M O N o6 •0000 O Z . NOTES: 1. EROSION CONTROLLED BY STAKED HAYBALES. 2. DUST SHALL BE CONTROLLED BY SPRINKLING. 3. BUILDING HEIGHT IS 14' p ` • \\\ cV '`� 70.00 (N C3 70.0 0.00' N - 70.00' 70.00' fl52o' _ . FIRE ACCESS LEGAL DESCRIPTION 1uj p z z -uz z / z o_i CHAINLINK FENCE That part of the Northeast 114 of the Southwest 1/4 lying East of ,V, U1 V/1 cr w YJ fzcc W Y Y o ob the Seaboard Coast Line Railroad. And j ,, CJ \-' 0 a 0- �a Q ° / allorthwest �� That -part 1 4 lying East the / the Seaboard aa- of y g of Coast a_ 0 w w L1 1 ins Railroad and South of the Zephyrhills By-pass East. O (p �`aJ Q J < J U< J= a J < J Q 1 And The West 108.20 feet of the Northwest 1/4 of the Southeast 1/4, 4 N �,N1 - p- Ld >0 00 p o •1 �1 less and except the South 388.00 feet thereof.\\\ O 0 b And That part of the West 108.20 feet of the West 1/2 of the 50.00' 0 - Northeast 1/4 lying South of the Zephyrhills By-pass East. �� Q - (I All lying- in Section 24, Township 26 South, Range 21 East, Pasco \ \ \ 7 /a I 1 County, Florida. �p i iI Said land containing 40.00 -acres more of less. •� 5. / '00' THiS IS NOT_ A SURVEY. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3 6'- DUMPSTER 10SIDEWALK 10' SIDEWALK t. i 1 PROPOSED FIRE HY RAN AREA 50.00' a I p o — - - I in \\\___►'►y�►�`�r���\!_►\\_\\ --_� • /////.!,�"�r1�.�i*�%///�/*.�/////�J% ., o — — — • D. Disturbed areas as a minitmun requirement shall / �` / be seeded and mulched. _— — -- >J— 0 {/ E. if special conditions exist requiring nnanti- , '� / / cipated measures to control stormuaLor runoff, ZONED - LI , 5000 �/ JURISDICTIONAL AREA // / gyp. / these measures shall be implem.nt►ed as soon as ask / / 2. The radio of the last silast nion activity. � \\\ \ I� —�-- '� 3. Pipe lengths die approximate amt may require minor \ \\ \ \ adjustments in the field_ 1 J 1 < < RETENTION POND. N 4. The contractor is to verily locations and elevations 'J-3 S t f of all outfalis before construction, aril if found to• - - \ \ \ // �% 0.60 AC. -FT. , I / be inadequate. Shall notify the engineer./ OF STORAGE / I �� S. The contractor shall construct all drainage structures - '_.\2 / 1iry in accordance with F.D.O.T. standard specifications —1 J— y for road and bridge design. O / f 6. All reinforced concrete pip"shall be Class ill with / of f rubber gasket joints. �± ` �' � URISDICTiONAL AREA - ' % . , / I / 7. Operation and maintenance Instructions: G - 158,031 SQ. FT. `% L$ #/ —22 �J— 3.6279 ACRES %J —__j:____ A. The stormwater management system all be pct / r+ _ sh iodically Inspected during storms to determine J-2 �� •�'3ZONED - LI that it Is operating properly. inspections should 2� also be made when the system is dry. e A b ok i es r dame ed inlets must be to \ \ ' .J-23 - ZONED - AR I 12' MIN. 4%.Jj the vet detention ponds. Remnvnl inrludes dredging, the application - of herhirldrn and rutting. tlhtntennnre of the rends shall include kropl,R atrc"q any her of any nhntrtrrtlnns. The nctivttfe', tity / —PROPOSED CONCRETE nhnuld nd,irrss any gncntlnnn rrRnrdiuR nnthnrltrd nctly{ties within L � •�'::�. the vet Aetentinn pnndn to SWFWiIir, Rrnoksvtlle Permitting Depnrtment. - G. Nt► owNER OF rRnrFRrr WITtilf TNF _T0TAL LAND AREA MAY (Y)NSTRUC.T OR t1AINTAIN ANY RUILiNC, RE.SIDF.NCE, OR =EXISTING RAILROAD _ UNDERTAKE OR FERFORN Ay,Y ACTIVITY IN TIIE. WETLANDS, lr �•. RUFFF.R AREAS. UPLAND CONSERVATION AREAS AHD FLOOD / / N , o =PROPOSED CHAINLINK FENCE (6') W GENERAL NOTES 1. All construction shall conform to current ity of - Zephyrhills standards. 2. Each handicapped parking space shall be iarked with blue paint in accordance with State f Florida standards and posted with a sigi stating: "PARKING BY DISABLED PERMIT ONLY." I others shall be marked with white paint of F.D. T. - standards. - 3. All survey data is based on information ivided by BEALL & CO%. Land Surveying. Thi ,ngineer- ing firm is not responsible for the camp tenegs, correctness, or accuracy of this informs .n. 4. The contractor shall locate all ufilitieg or underground structures prior to conetr:,r n, and notifying all utilities 48 hojrq prier = +--k - struction commencement. - - 5 Existing welts shell be ata -.coned by a - sed +voter- weir crr•tractan accardun{e, ,y'tn ling 40D-3 and '= 2 `4_ A '- 6. All disturbed areas to to gross k :..r_-. -__ - PA "ING NOTES 1. Excavation, paving, and grading work sh be in conformance with F.D.O.T. STANDARD PECIF- ICATiONS for road and bridge constructi - 2. Asphaltic concrete surface course to be .D.O.T. TYPE III, S —III or S-1 unless otherwise s cified. 3. Limerock base to be compacted to 98% f max— imum density according to AASHTO T-1 I. 4. - Stabilized subgrade to be compacted to 5% of maximum density according to AASHTO 180. LANDSCAPING NOTES: - 1. Buffer to be planted with a continuous hedge or vine along the fence - - 2. All landscaping to meet the requirements of the ITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE, SECTIO 4300. 3. All vegetation to be planted shall be Florida Ag. rode 1 or better and conform to the following criteri Nursery stock shall be in accordance with inimum requirements of the "AMERICAN STANDARD FOR NURSERY STOCK" (ASNS), Published by the 'AMERIC ASSOCIATION OF NURSERYMEN' A. Plants shall be sound, healthy, vigorous, fr from mutilation, plant diseases, insect pests or eir eggs, and fungus and shall have healthy, normal oat systems. B. Shrubs, when installed, shall be a minimum f 12-18" high and/or 18" spread for internal landsc ed areas of parking area; A minimum of 24-30" hi for landscaped strips lying between parking areas, public ht —of —ways, and private roads; A minimum of 36"high r buffers where a continuous hedge is required. C. Vines shall be of a size reasonable expect to become a minimum of 30" high one year after planti . Vines may be used in conjunction with walls and fenc , to meet - the minimum screening requirements. - FACE OF CURB OR EDGE OF PAVEMENT - bt PARKING SPACE _ - of I LL VI r BLUE ON WHITE OR O WHITE ON BLUE 1 in a' 1'-O" o I ip o I PARKING BY DISABLED PERMIT ONLY ro o • 0.063 TEFL SIGN F.T.O. 5 TOP PA Il WHITE RLECTORIZED BORDER 'D LEGEND, BLUE RISECT0RIZED - BACKGR ND. -- 1- SERI "C- (F.D.O.T.) BLACK hITTERS, BLACK RDER AND WHITER LECTORlZED - - BACKGRf1ND GALV. "III TYPE FLANGED STEEL PItT. - GRADE PLAIN AREAS DESCRIBED iN THE APPROVED rF.RN1T A D CONSTRUCTION PLANS ONLESS PRIOR WRITTEN // ` ••'- m 3 APPROVAL is RECEi VF.O- FR0t1 Ttir SWFWIin PURSUANT TO =EXISTING JURISDICTIONAL B O U N D A R Y H• , ORGANIC MULCH TO BE OBTAINED FROM 0-� f AC. ISOLRTED WETLAND ♦� = PROPOSED TRAFFIC FLOW ./ IA TO BE STOCKPILED NO LONGER THAN _ . / /y �r _ TO BE DISTURBED. MATER L H.C. PARKING DETAII ?�- 2 WEEKS. 1F ADDITIONAL MATERIAL IS REDUIRED. IT IS TO BE OBTAINED L FROM A COMMERCIAL SOURCE - SEE GENERAL NOTES- THIS SHEET - MUNN DATE REVISION L.Z..8-30-91 bldg.& parking i�avtsmx L.Z. 9-10-91 move 20' west L.Z. 7-18=91 PL_AnJ 5 CPEC' GOUNTY REVISION - J.A.X 1O- Z -9) REVJ5ED Pt1r►v5 PEE' GouMY - - PLAN- IPPROVED DATE I�VL410N REVISION -PINE HILL CORPORATION _____________________ file FLEA 1=100' - - r € 1 .k i .:.1 F ' '� ;-Lr.i,�i,L.LIsaL,_1 =_� —W► Ial TO ON. ROGER -S 9173 ENGINEERING, INC. 9ZET 5514 7th STREET ZEPHYRHILLS, FLORIDA 33540 813-788-0400 3 LINE DIRECT10N - DISTANCE Lt - N 7559 00 E 320.44' L2 : S 2135'30' E 38.52' L3 S 47'41'28 E 63.62' L4 S 7933.34 E -' 61.32 L5 S 0537'40 W 91.84' L6 S 51'3411 W 135.01' L7 S 5113'26 W 118.17' L8 S 09'35'08 E 91.33' L9 S 3252'55 E 99.66' L10 S 72'48'48 E 106.42 L11 N 29'10'52" E 42.28' L12 S 8229'13 E - 28.43' L13 S 6125'59 E 138.53' L14 S 77'36'05 E 71.34' L15 N 58.16'34 E 49.43 L16 S 57'45'35 E 49.05' L17 S 0008'44 E - 60.63' L18 S 7322'07 W 92.30' L19 S 72 09'00 W 67.06' L20 S 40'05'29 W 58.85' L21 N 4321'25 W 198.50' L22 S 89'33'02 W 144.32 L23 N 2526'35 W 580.96' L24 S 55'42'43 E 104.77' L25 S 5944'12 W 55.91 L26 N 23'41.45 W 95.23' L27 N 2831 05' W 31.31 L28 S 6953'37 W - 69.61 L29 S 11'25'50 W 62.64' 130 L32 S 0535142 W N 58'09'35"_E 63.61 30.85 21.23' _' L33 N 8T21'03' E - 13.20' 134 N 77'41'12 E 19.67' L35 N 6513'35 E 16.81' L36 N 28'30'47 E 25.69 L37 N 04'18'52 E 27.16' L38 N 1416*32" W 30.03' L39 N 25'15'35 E 30.45' L40 N 07'49'41 W - 27.84'. 141 N 8T50'46 W 27.25 L42 N 0019'33 E 246.63' 143 N 28'30'46 E 8.20 activities. me delineation snail emure tnrotictiout the construction period J-43 -1`0 `38L_' 43 142 HI �' I ` `: ( i i L j _ _I. tW ) i tL. 1o.J - ----------------------- and be readily discernible to construction personnel. I J-41 L3 FILTERED I SEDPs LADEN RUNOFF s! _ r c*41PAc;T LO 9' MAX ( I - _ / - _ IS VE ri31IV AAS4I TOT 480 B. All wetlands, wetland buffers, and upland conservation easements not 4—30 J-37' L34 n ,► RlJT10FF l /r l l ` 1 / F 4' 1,'41 specifically designated to be impacted by this permit shall be delineated on }- J-36iL33 LOCATION C + I }� T 1 cOwtn C 1,(W the -final plat recorded with the Dainty prior to site occupancy. eJ ; � J -35L32 i l ' , C'ONPACTi� SOL TO PREVENT At Wen C. 'Ihe operation and maintenance entity for this project ' must be made aware J— 31 '"� ' ,1 t I' ` 'v' 12' _ s L?9 _—�J-33 EL. 74.00 (3.40 AC.) I � �—� — �., I r ,cu FnT through the operation and maintenance agreement that. removal of native .. .1-32 L30 I M SSw vegetation, including cattails, is prohibited within the wet detention ponds. EL. 73.00 (1;67 AC.)—.— - — -- — — Removal includes dredging, the application of herbicide, introduction of grass 0' 1.20 AC. r;°"c loonr'sc , — e x e WWM NORTH carp and cutting. Maintenance of the ponds shall include keeping structures E L. 7• 0 r\ free of any obstructions. The maintenance entity should address any questions _ EL. 7 1.00 ( 1.10 AC.) !17-17 , regarding authorized activities within the wet detention ponds to SWFWt ID, ----- SCALE: 1 = 100 72 HAYBALE DETAIL (X -SECTION) •' ���`� � ,'-16 rt Brooksville PPsmittinq Depar-trnent. • 5 <<� 74 73 LOCATION 1Dn \ BERM TOP EL, 74.00 1 f I LOTION C o Q 1)-14 18 SWFWMD JURISDICTIONAL CON/T'ROL i:' 'o ALUMINU STIFFLEGS 2' �J `�\ HAYBALES DURING CONSTRUCTION _ A WETLAND - 0 31 AC. (TO BE ) B 1 STRUC�f URE # i'� �� � � j s�- f `J-19 r=rx;E cx corn; - i ALUMINUM SKIMMER) +' . + SCRE W (4 r OPE14 f iJ-13- �� ( 0% -> is J - -- �7 cmorRxwEr� w �p - �C J - ;Krv,.4ER a rE 20' V-SWALE BERM TOP E' 7A00' 4. ' �' )J -2o EL. 73.00' o I r- �� t} TO BE :,DntSTRUCTr_D ON RcTNTiON SIDE OF CONTROL STRUCTLiR� r` EL. 71.00 ' 100 EL A0' 3 .�; / \A FL E , - =3 = 2) FABRICATED FROM SHEET ALUM1NL,M SPILLWAY DET IL ` "1 : JURISDICTIONAL ARE , F. FL. EL. _ - _�. 76.50 (TYP.) �TYP. - -- N 001 o SKIMMER DETAIL ' O O �� o o EL- 727JD B LITT AL SHELF ScE'COR R OF -i2 , 1 --__ o O 0 N N _ N.E. 1 4 F S.W. 1 4 rJ _ _ �_t1- ; ' , ►0 70)0' "� -70.O0 Q 0.00' 70.00' 70.00' ,r: ! 0 524, (36 �o) _ 20' cil' -1Q l 21 70 7a TOP EL. T4 00 HAYBALES DURING CONSTRU�SION 6' C.L.F. SOD i \ 1 j_3 /%%-' \\\ \ s 1 TOP OF BERM EL. 74.00' r i -\ JURISDICTIONAL AREA >3 -% 8 -' LOCATION "B" / \ \ � 3.6279 ACRES -,\\\ -71 , --- � / X -SECTION A -A i ��� >J-23 ' O F.FL. EL. F. FL. E _ I r / CHAIN LINK FENCE r, UPLANDS 0 �' WATER FL OW r - .0607 ACRES �' �y�,� \ 1 \�` ` /r /' - X75.00' 3 .00' x-24 -- 1 1/4•X3 1/2' STANDARD P.V.C. O , w� PorNT 1 E OP O '0-=-�. 7 0 SIDEWALK ! o D.H.W. EL.73.40' � .- - / szE OF oRiFlcE - O 7 .50' PV �,,.� ��'`[[11 ► . 1iz DIA. HOLES W/COPS Z o 6'vc VC ( TO OF BERM EL. 74-00' - V' LOCATION n /t rr _ U' pfl L 7 •75' -s— GRASS PARKING -r-"- �� ( 1 / /1 ' 4:1 L.� -i- �� - - - -� - - ---7 'T X -SECTION B -B 92' - SOD k I ' ' (' pfl `'� --�� �< ss NOT TO SCALE / �, r - WETLANDS UPLANDS • - r O a - _ -_ HAYBALES DURING CONSTRUCTION t , 1 / i fl 40 ' EL. 7.80' L. 78.00', EL. 78.00' 0 CONSTRUCTION ALLOWED t I - Z 15' SOD I l _�= � --- - _-, - - ___ IN 15 FT. BUFFER ! 1 �, ► I i', _ WALL TYPE CONTROL STRUCTURE TOP VIEW EL. 77.00 -c ©o = --_ - -- --- --- l 66 5, O fi TOP O BERM EL.77.5 ,ROUND SEE SKIMMER DETAIL THIS SHEET E- I2/ , c�l�t ��`� — __ -_ — _ — _ 1 ` 1 r 1 I I-.--. �-) — �.� s �� Z 2) L. 7 .7 3' BASIN ' t ' TlN 7.70' -_ _ � �O I ; i , BOT. EL. 76. - - _- ��,,�... 1$• ��:'.. - �,. p �,. O EL. 77.50'. — - — - -- - — ___ - _ _ _-_ �� / o� F�,- NAiL IN OAK TREE __ EL ti tir.�. 5 = , .�N� 5i O O\ �O - - 76.75 0,1 1 D H W T.O.B. EL. 77.5 I I 5.�>; BERM EL - \_ _._\ 7&' Y \.• ro• ,� Q• — — _ — - � =N:; - HAYBALES DURING CONSTRU TION 7750' < ,� \ = _ ' ` OQ �• � - - 1 AItta,,�.x - i' / CHAIN LINK FENCE CTION D -D . _ \ \ \ /NOT TO SCALE i.- The contractor is to verify locations and elevations ♦ I ��� �' i'�� � 524 'L n \. L of all outfalls before construction, ana if found to j :r -� � /Z �P' be inadequate, shall notify the engineer. \GJ /' " / .,` i I' 5. The contractor-shatl construct all drainage structures O\" in accordance with F.D.O.T. standard specifications �1 \ , f i '� /� r • Eor road and bridge design_ 200 1- BOG / PROJECT _ B Ems' _ r�XISTING _GROUND- _LITTORAL SHELF '► 6. All reinforced concrete pipe ;hall be Class iII with , \ �� S I T E — 7. Operation and maintenance instructions: - - SOD �Z6 =- 8• -- S2 DRAINAGE NOTES BOT-EL.-69.0 -, -------a A. The stormwater management system shat! he per- , iodically inspected during storms to determine / • that it is operating properly. Inspections should J 1. All stormwater runoff from this site shall be also be made when the system is dry. / X -SECTION C —C 6 ORGANIC soaL visually monitored during construction by the 76'/ ��' contractor to assure water quality and quantity B. Any broken pipes or damaged inlets must bere '� NOT TO SCALE are generally maintained to the pre -development- paired or replaced Au debris elo , ` LEGEND levels The The following shall be used to accomplish shall be removed as.necessaby.ri gging same LEGAL DESCRIPTION i i mitigation of adverse quantity and quality impacts ' to offsite properties during construction: C. The retention area shall be periodically cleaned of debris or siltation as necessary. r ' / PROPOSED RETENTION A. Drainage swales and retention should be rough —� o R �^^ DIRECTIONAL WATER FLOW That art of the Not -the p ast t/4 of the Southwest 1�4 1� ng cast of constructed first to avoid any increase in 0� l the Seaboard Coast Line Railroad. D. swales and ditches shall be cleaned as required O� 6C' � o � PROPERTY LINE - runoff due to the construction.. to maintain flows and tesodded when necessary. 60.0 ® PROPOSED METAL BUILDING And -� i O PROPOSED PAVEMENT -- --BUFFER LINE That part of the Northwest 1/4 lying East of the Sc oard Coast B. Temporary erosion and sediment control strut- E. The . owner is responsible for maintenance of the - tures shall be installed to protect existing vegetation in retention areas, swales, and •� 1 inc Railroad and South of the Zephyrhi l is By-pass Ea 0' PROPOSED CONCRETE And drainage eystems and water quality during dirt hen. SWFWMD JURISDICTIONAL WETLANDS . construction. F. Removal of native vegetatlau, IncludlnR rattails, is prohibited within s_ / The West 108 . 20 feet of the Northwest the So hest 1 /4 ,- the wet detention Ponds. ReNwat Includes dredging, the application —� BASIN BOUNDARY CONTROL STRUCTURE less and except the South 388.00 feet thereof . C. where work is performed in a water course- or of herbicides and rutting- Natntenance of the onds shall Include t` And shal body ussed tok nl and silt andetur keeping strurtures free ofanv nIntrurttons. The mainte„acre entity <<P —� TOPOGRAPHIC LINES PROPOSED BERM That part of the West 108 20 feet of the N -t West /2 of the shall be used to control siltation and tun- sh.x,fd address any quc4tlnns rrpnrdlnq authorised activitiew w{thtnO Dbisturbed areas as a minimum requirement shalt GP be seeded and mulched. G- NO OWNER OF PMAINTAI WITIIIB TLI TOTAL LAND AREA MAY XISTING RAILROAD Al) lying in Sect i n 24, Township 26 South, Range 21 ast Pasco _ - CONSTRICT OR MAINTAIN ANY IUILINC, RESIDENCE. -OR / E. If special conditions exist requiring unanti UNDERTAKE OR PERFORM ANY ACTIVITY 1N THE WETLANDS, cipated measures to control stormwater runoff.- BUFFER AREAS. UPLAND CONSERVATION AREAS AND FLooD---���JURISDICTIONAL -WETLAND BOUNDARY PROPOSED CONTOUR LINES County, F lor,da. _ these measures shall be implemented as soon as PLAIN AREAS DESCRIBED IN TIIF.APPROVED PERMIT AND - Saud land containing 4 - ossibte. CONSTRUCTION PLANS i!Ni.Ess FR[OR WRITTEN _ 00.001 PROPOSED GRADES P _ THIS IS NOT A SURVEY. LEGAL DESCRIPTION PROVIDED Y T E ER:_• APPROVAL IS RECEIVED FROM T11F. SWFWFiD PURSUANT TO 2. The grading of the last six (6) inches of the reten- CHAPTER 4OD-4,F.A.C. 0----r fl 0ED C.L.F. tion areas shall be the Iasi construction activity. H. ORGANIC MULCH TO BE OBTAINED FROM 0.31 AC. ISOL ED WETLAND fl 3. Pipe lengths he approximate -and may require minor TO BE DISTURBED. MATERIAL TO BE STOCKPILED NO LONGER THAN �—, /��/ - Pdpeslength in - the pr.oxd. 2 WEEKS. iF ADDITIONAL MATERIAL IS REQUIRED. IT IS TO BE OBT ED LJDOO❑ STAKED HAYBALES SOURCE /4 - FROM A COMMERCIAL Diisaai I?ATS EZVMN L.Z. 8-30-91 bldg.& parking - . 11"73 CD DATE ,/A.Y 9-23-9/ REv/5L1 PLANS -Jr COUM"rJ = SHEET 2 IWPRAVED DATE RLVISION I I ` E KILL CORPORATION - °F P 5514 7th STREET ZEPHYRHILIS, FLORIDA 33540 813 788-0400 REV=N file FLEA. 1"=100' -- - - - -'sit t=.�:i.►.S�-1 iar`a1;.i-y-.;��ay'i�4.. ,'L..fJi_i-1L�s4ri111 �Li:<>,i�..'��...��l..i{IL'_��_•l_"-:3i!is a._._.k-'� �._s3�..il l..i1 _ - _ _ - - _ _ _ - 7 - .LS 7b2l171�7^≥J15 n ©t'≥9 S/9' yv1SN z3 -1s nn:;aR��r�rt3� _ v p/�' ISd 000 S_CdC? ?.'yrrCT1 ,NO/ID3S 4 S-1 aE - ( HdV4 Ol 1) C>, -r 1/v _ l! 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