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Item 09 Ocoee Tomyn Road Self-Storage at Barkeritaville PUD – Preliminary/Final Large Scale Site Plan; Project No.: LS-2021-010 ococP florida AGENDA ITEM COVER SHEET Meeting Date: January 4, 2022 Item # 09 Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: 407-554-7083 City Manager: Subject: Ocoee Tomyn Road Self-Storage at Barkeritaville PUD Preliminary/Final Large Scale Site Plan Project# LS-2021-010 Commission District#3 — Richard Firstner Background Summary: The subject property is zoned PUD (Planned Unit Development) and is located on the east side of Tomyn Blvd. (Windermere Rd.), and approximately 1,517 feet north of the Tomyn Boulevard (Windermere Rd.) and Roberson Rd. round-about. The subject site is approximately 8.13 acres in size. The proposed use is for a three-story 34,969 SF Self-Storage Facility adjacent to the Pet Paradise. The subject site parcel ID number is 31-22-28- 0000-00-050. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Conservation / Agriculture"A-1" Vacant Wooded. Single-Family Dwelling • East Commercial Conservation / Planned Unit Conservation/Single-Family Development"PUD" Dwelling South Low Density Single-Family Dwelling"R-1AA" Assisted Living Facility and Residential Age Restricted Apartments West SR 429 SR 429 SR 429 Discussion: The proposed Ocoee Tomyn Road Preliminary / Final Large-Scale Site Plan consists of a three-story 34,969 SF Self-Storage Facility with a shared entrance drive with the adjacent Pet Paradise. Parking is being provided with one space per 75 units and one space for each two employees. The loading area is located inside the building with a drive through the center. Stormwater is going to the master stormwater pond which will be enlarged with this project. Utilities are being provided by an existing water and sewer line installed under the South West Utility Service Area. A six-foot sidewalk will be extended on the north end. Issue: Should the Honorable Mayor and City Commission recommend Approval of the Preliminary / Final Large-Scale Site Plan for the proposed Ocoee Tomyn Self-Storage in the Barkeritaville PUD? Development Review Committee Recommendation: The Development Review Committee (DRC) met on December 7, 2021, and reviewed the proposed Preliminary /Final Large-Scale Site Plan. The Development Review Committee voted to approve the Preliminary/Final Large- Scale Site Plan. Staff Recommendation: Based on the analysis provided in this staff report and the recommendations of the DRC, Staff recommends that the Honorable Mayor and City Commission approve the Preliminary/Large-Scale Site Plan for Ocoee Tomyn Road Self-Storage. Attachments: Location Map Aerial Zoning Proposed Preliminary/Final Site Plan Renderings Financial Impact: None Type of Item: (please mark with an "x") X Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion& Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by () N/A 2 Ocoee Tomyn Road Self-Storage Facility Location Map I Warrior Road7.0rek g LaNne igif 401111101, ,,j -cr i i jelbRillilDr P 14 olio 4 't1) - ..ri#,' 4 ' ' ..,,,„ „. „J. ,,,,,, co ty " I Whil 0 • "yelllavith VI - (( 'A yule + ti !I 111 is mi = 0 • wow -Er 0 0,4 _ I � - MINIM" ' C) IR r '.*./. <3 fr _ mommiu r c # ‘• /1111111111111 k. C 44 . lit4 ':\ *4 Ot 414. \ 4 til qii t. 0 s UNNAMED.iAKE � I ' tg W 4111111i , o 111111 , I 11 Aw4 Itiride,,451,. R be rs J 1i E] 1111I • o V•11ZaWiliiiiiiiiii '\ , W ' 1 - -6,16 *' w st*V*, 4/ liVialailgitliS Iiiii L. * I ._ II111111P N lir t - 14— .4" T 7' "illIt) , , it N • f CrAMR* itiv-3r TIV! f w, i ++n a liff : 14 '- • ' ' t . ' ti etk I i IT!r �� . # ' { r 40,,,:ch 1., Illt ## 44kri wr _,,,:#_,4,,,„.„.., 44,,, .,,.. / , . , .. ... .. . . _ 10 40,-v-p--44*. . .....,,7# .1/4, .,,, '/ 1 1 ,Y/". ` I 111,11,101 ... , . ...,, .....„ .... 0" .,,,, ,,,.: ,„......,,,, , ,. . Ir ., . two, j r i 4 ... _ • • . 16,4*,k .• IIIIC! 41, . . $Iiuiii :.„1. ,.,..„ , , rye ' el y r. 0 u . .}%.. 1B r 1 Nev�' s ^1 4, 0 85 170 340 -- MMM=MFeet I Ocoee Tomyn Self-Storage Surrounding Zoning Map 0 .; Wi 4e Stret- 0) cv ay : • ogier..... 4 AI 0. _____ hav - -t _.4 # DevelopmentServices o CV . Department 0 0 . 4 --Ra d u me Street 111111* o t2s 2so soo •rGle cu Qj A-1 � Feet } ��. Created. December 2021 lye Slone , (/) a ‘a40. NM SubjectProperty -0:-?:!-.:*.:•::. Zoning Classification: _ ^' =f n%1d114W. r 01 General Agricultural (A-1) --•.c R: -^.�f��L� �� 1 Suburban (A-2) 'z;' - f1•fi: 9.4,:::5 :t; r _ . ,.. Single Family Dwelling (R-1AAA) rj An , ..Single-Family - l - {' Single Family Dwelling (R-1AA) "_-rrr- "fis-c Single-Family Dwelling (R-1A) •-• -_:M_:.-.. S Single-Family Dwelling (R-1) 1'�jA MED AKE ~' : s One-& Two-Family Dwelling(R-2) :p:iii:!:,,ZOZ:se4:5 on .::::::.,v,: ::::.r..: 1.1 Multiple-Family Dwelling (R-3) / = ', -*�' Mobile Home Subdivision (RT-1) "' ° ; Professional Offices & Services (P-S) R-1 A A 46.14 „ Neighborhood Shopping (C-1) Community Commercial(C-2) 4 i'' �' General Commercial(C-3) '� Restricted Manufacturing , &Warehousing (I-1) ' bersop Road =General Industrial(1-2) :-; Commercial(PUD) L H Low Density (PUD) Be11 =' Medium Density (PUD) 0urf High Density (PUD) ®Public Use (PUD) I Unclassified ll, ,f 1 J 1 1 1 1 1 1 1 1' BARKARITAVILLE PUD OCOEE-TOMYN SELF STORAGE FACILITY FINAL CONSTRUCTION PLANS OWNER: SIMMONS PET PROPERTIES LLC 17163 BROWN ROAD ODESSA, FLORIDA 33556 PHONE: (813) 767-5004 APPLICANT: HANCOCK HOLDING, LLC 4068 FOXHOUND DRIVE CLERMONT, FLORIDA 34711 PHONE: (631) 767-0350 EMAIL: ISLANDESTATEGROUPLLC@GMAI L.COM ARCHITECT: TIMOTHY KURMASKIE 1030 WASHIGNTON STREET RALEIGH, NC 27605 PHONE: (919) 846-1600 FAX: (919) 846-9404 EMAIL: TIM@ARCHITECTSKT.COM SURVEYOR: ALLEN & COMPANY 16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 PHONE: 407-654-5355 EMAIL: JIM@ALLEN-COMPANY.COM PERMITTING AGENCIES S.J.R.W.M.D.: ENVIRONMENTAL RESOURCE PERMIT F.D.E.P.: WATER AND WASTEWATER SYSTEM PERMITS CITY OF OCOEE: SITE PLAN APPROVAL UTILITY COMPANIES WATER: (407) 905-3100 SEWER: (407) 905-3100 REUSE: (407) 905-3100 ELECTRIC: (800) 700-8744 TELEPHONE: (770) 918-5424 TELEPHONE: (407) 814-5344 CABLE: (407) 532-8509 CABLE: (352) 516-3824 GAS: (407) 656-2734 IMMAMMORM PARCEL I.D. No. 31-22-28-0000-00-050 SITE VICINITY MAP ,y fld "' L Story lid nd r R d11, a ' (era �. L7 tlr,lo, Io .0rlandp Yf I L) n W COLONIAL OR. U wLUI to ri Ilr+lih Cenl el Ilospdal t+�) " s7um}Y 6c (TutliVad) ,,_x4 y�florid0�„ ,.Tiro 4Ya� rn = -Vhla pike(loll lon,d) T.,,yn IV,a J III a; v laN I SITE I .: t I ' 4N Vim I I. i, r , 3 Icn1M18 CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT DUKE ENERGY AT&T CENTURYLINK SPECTRUM, LLC COMCAST LAKE APOPKA NATURAL GAS DISTRICT NOT TO SCALE FEGI I PARCEL 1 LEGAL DESCRIPTION A portion of the Northwest 1/4 of the Northwest 1/4 of Section 31, Township 22 South, Range 28 East, and a portion of the Southwest 1/4 of the Northwest 1/4 of said Scott,, 31. all in Orange County, Fiarlda Being more particulady described as follows: COMMENCE at the Northwest corner of Section 31. Township 22 South, Range 28 East, Orange County, Florida; thence run South 00'19'13" East along the West line of the Northwest 1/4 of the Northwest 1/4 of said Section 31, for a distance of 1317.53 feet to the Southwest comer of the Northwest 1/4 of the Northwest 1/4 of said Section 31; thence run North 8914'11" East, along the South Ilse of the Northwest 1/4 of the Northwest 1/4 of said Section 31, for a distance of 388.08 feel to a point of Intersection of sold South line with the Easterly Llmlted Access right of way line of Orlando/Orange County Expressway Authority Slate Road 411; thence n North 311WOV East, lonq sold Easterly Llmlted Access right of w y Ilne (or a distance f 87.82 feel to the polnk of curvature of a cu ve Northwesterly, hating a radlus of 1492.39 feel, a chord bearing of North 30'41"36" East and a chord distance of 41.19 feet; thence run Northeasterly along the are of said curve,and sold Easterly Limited Access right of way line, through a control angle of 01'34'53" for an arc dlstance of 41.19 fact to the POINT OF BEGINNING, said point also being a point on a ve Northwesterly, having a radius of 1492.39 feet, a chord bearing of North 2510'59" East and a chord dlstance of 245.60 cfeet; thence run Northeasterly along the arc of said cu and said Easterly Limited Access right of way Ilne, through a central angle of 9'21,21" for an are dlstance of 245.88 feet to a point on the North line of the South 1/4 of the Northwest 1/4 of the Northwest 1/4 of sold Section 31; Ihence departing sold cu and sold Easterly Llmlted Access right of way Has. run North 89'08'47" East, along sold North Ilne, for a dlstance of 764.66 feat to a point on the East It- of the Northwest 1/4 of the Northwest 1/4 of sold Sectlan 31; thence departing sold North line, run South 00'12distance 40 East, along sold East Ilne, for a of 495.83 feet to a pelnt on the South line of the North 5 acres of the Southwest 1/4 of the Northwest 1/4 of sold Section 31; thence deporting said East line, run South 89'14'11" West, along said Saulh Ilne, for a distance of 534.72 feet; thence departing sold South Ilne, rvn North 55b6'07" East, fora dlstance of 60.38 feel; thence rvn North 3717'53" Eesl far a dislonce of 34.38 feel, thence Nn North 6255'07" Wes l fora distance of 457.20 feel to the POINT OF BEGINNING. Conlalning 352,251 square (eel, or 8.09 cues, more or less. PI AN INnFX C-1 COVER SHEET C-2 BOUNDARY AND TOPOGRAPHIC SURVEY (I OF 2) C-3 BOUNDARY AND TOPOGRAPHIC SURVEY (2 OF 2) C-4 LEGEND, NOTES AND SPECIFICATIONS C-5 SITE DEMOLITION AND STORMWATER POLLUTION PREVENTION PLAN C-6 APPROVED BARKARITAVILLE AMENDMENT NO. 2 C-7 SITE GEOMETRY PLAN C-8 SITE PAVING, GRADING AND DRAINAGE PLAN C-9 STORM STRUCTURE AND PIPE TABLE C-10 SITE UTILITY PLAN C-11 SITE CROSS SECTIONS C-12 SITE CONSTRUCTION DETAILS (I OF 2) C-13 SITE CONSTRUCTION DETAILS (2 OF 2) C-14 CITY OF OCOEE STANDARD UTILITY DETAILS C-15 LIFT STATION DETAILS Digitally signe L-1 SITE LANDSCAPE PLAN AND DETAILS JEAN MABI DN:c=US,o=F L-2 SITE IRRIGATION PLAN I ~A ENGINEERING SL1 SITE LIGHTING NOTES & SCHEDULES! n; m INC., ou=A01410DC SL2 SITE LIGHTING LAYOUT 2C87078131`00( SL3 SITE LIGHTING PHOTOMETRICS "' "'" cn=JEAN M AE Date: 2021.10. 15:43:35 -04'0( FLORIDA ENGINEERING GROUP Engineering the Future 5127 S. Orange Avenue, Suite 200 Orlando, FL 32809 Phone: 407-895-0324 Fax: 407-895-0325 lllrlrp, ,lip N1. RrEW Email: jabiaoun@feg-inc.us ` ° Na 45128 8' STATE OF www.feg-inc.us °' 'PL O�.c �•c�(n o 10 P DA UP D17 AE, )UN 20-172_COVER.OWG PARCEL 1 LEGAL DESCRIPTION: A portion of the Northwest 1/4 of the Northwest 1/4 of Section 31, Township 22 South, Range 28 East, and a portion of the Southwest 1/4 of the Northwest 1/4 of sold Section 31, all in Orange County, Florida, Being more particularly described as follows: COMMENCE at the Northwest corner of Section 31, Township 22 South, Range 28 East, Orange County, Florida; thence run South 00'19'13" East along the West line of the Northwest 1/4 of the Northwest 1/4 of sold Section 31, for a distance of 1317.53 feet to the Southwest corner of the Northwest 1/4 of the Northwest 1/4 of said Section 31; thence run North 89'14'11" East, along the South line of the Northwest 1/4 of the Northwest 1/4 of sold Sectlon 31, for a distance of 388.08 feet to a point of Intersection of sold South line with the Easterly Limited Access right of way line of Orlando/Orange County Expressway Authority State Road 429; thence run North 31'29'02" East, along sold Easterly Limped Access right of way line for a distance of 87.82 feet to the point of curvature of a curve, concave Northwesterly, having a radius of 1492,39 feet, ❑ chord bearing of North 30'41"36" East and a chord distance of 41.19 feet; thence run Northeasterly along the arc of said curve, and said Easterly Limited Access right of way line, through a central angle of 01'34'53" for an arc distance of 41.19 feet to the POINT OF BEGINNING, said point also being a point on o curve, concave Northwesterly, having a radius of 1492.39 feet, a chord bearing of North 25'10'59" East and a chord distance of 245,60 feet; thence run Northeasterly along the are of sold curve, and said Easterly Limited Access right of way line, through a central angle of 9'26'23" for an arc distance of 245.88 feet to a point on the North line of the South 1/4 of the Northwest 1/4 of the Northwest 1/4 of sold Section 31; thence deporting sold curve, and said Easterly Limited Access right of way line, run North 89'08'47" East, along sold North line, for a dlstance of 764.66 feet to a point on the East line of the Northwest 1/4 of the Northwest 1/4 of said Section 31; thence deporting said North line, run South 00'12'40" East, along said East line, for a distance of 495.83 feet to a point on the South line of the North 5 acres of the Southwest 1/4 of the Northwest 1/4 of sold Section 31; thence departing said East line, run South 89'14'11" West, along said South line, for a distance of 534.72 feet; thence departing said South line, run North 55'56'07" East, for a distance of 60.38 feet; thence run North 37'17'53" East for a distance of 34,38 feet, thence run North 62'55'07" West for a distance of 457.20 feet to the POINT OF BEGINNING. Containing 352,251 square feet, or 8.09 acres, PARCEL 2 LEGAL DESCRIPTION: A portion of the Northwest 1/4 of the Northwest 1/4 of Section 31, Township 22 South, Range 28 East, and a portion of the Southwest 1/4 of the Northwest 1/4 of sold Section 31, all In Orange County, Florida, Being more particularly described as follows: COMMENCE at the Northwest corner of Section 31, Township 22 South, Range 28 East, Orange County, Florida; thence run South 00'19'13" East along the West line of the Northwest 1/4 of the Northwest 1/4 of said Section 31, for a distance of 1317.53 feet to the Southwest corner of the Northwest 1/4 of the Northwest 1/4 of said Section 31; thence run North 89'14'11" East, along the South line of the Northwest 1/4 of the Northwest 1/4 of said Section 31, for a distance of 388.08 feet to a point of Intersection of sold South line with the Easterly Limited Access right of way line of Orlando/Orange County Expressway Authority State Road 429; thence run North 31'29'02" East, along sold Easterly Limited Access right of way line for a distance of 87.82 feet to the point of curvature of a curve, concave Northwesterly, having a radius of 1492.39 feet, a chord bearing of North 30'41"36" East and a chord distance of 41,19 feet; thence run Northeasterly along the arc of said curve, and said Easterly Limited Access right of way line, through a central angle of 01'34'53" for an arc distance of 41,19 feet; thence departing said Easterly Limited Access right of way line, run South 62'55'07" East for a distance of 457.20 feet; thence run South 37'17'53" West for a distance of 34.38 feet; thence run South 55'56'07" West for a distance of 60.38 feet to a point on the South line of the North five (5) acres of the Southwest 1/4 of the Northwest 1/4 of sold Section 31; thence run South 89'14'11" West, along said South line, for a distance of 127.80 feet to a point on the East line of the Northwest 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 31; thence departing said South line, run South 0015'56" East, along said East line, for a distance of 103.03 feet to the POINT OF BEGINNING; thence continue South 00'15'56" East, along said East line, for a distance of 393.46 feet to a point on the South line of the Northwest 1/4 of the Southwest 1/4 of the Northwest 1/4 of sold Section 31; thence departing sold East line, run South 8924'59" West, along said South line, for a distance of 367.03 feet to a point on the East line of the West 295.00 feet of the Northwest 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 31; thence departing said South line, run North 00103" West, along said East line, for a distance of 231.63 feet; thence departing sold East line, run North 84'13'56" East for a distance of 6.12 feet; thence run North 78'48'04" East for a distance of 36.58 feet; thence run North 55'12'18" East for a distance of 31.14 feet; thence run North 85'07'49" East for a distance of 38.38 feet; thence run North 85'13'41" East for a distance of 39.36 feet; thence run North 61'28'24" East for a distance of 29.45 feet; thence run North 80'04'24" East for a distance of 60.07 feet; thence run North 52'12'37" East for a distance of 89.73 feet; thence run North 50'25'40" East for a distance of 85,01 feet to the POINT OF BEGINNING. Containing 106,290 square feet, or 2,44 acres, more or less. VICINITY MAP (NOT TO SCALE) LEGEND: -x- Denotes chain link fence n/w Denotes right-of-way - Denotes wall Denotes sign Denotes fire hydrant ® Denotes traffic signal / control box �Q Denotes water valve Denotes concrete power pole ® Denotes vault `>y Denotes wood power pole ® Denotes well ° Denotes guy pole Denotes dirt road Denotes overhead power 0 Denotes concrete E-- Denotes guy wire = Denotes edge of pavement with concrete curb © Denotes electric box and / riser - Denotes edge of pavement tx Denotes light pole ® Denotes sanitary manhole ® Denotes gas marker O Denotes storm manhole a Denotes gas valve - Denotes underground drainage pipes © Denotes fiber optic marker ❑ Denotes catch basin 19 Denotes mail box ® Denotes mitered end section ® Denotes gas meter �. Denotes centerline - Denotes reinforced concrete pipe ® Denotes recovered 1/2" Iron rod & cap LB #6723 Denotes corrugated plastic pipe Denotes wetland Flag pd Denotes water valve wr ion Denotes wetland Flag number SURVEYORS NOTES: 1. Bearings shown hereon are assumed and based on the West line of the Southwest 1/4 the Northwest 1/4 of Section 31-22-28 being South 00'19'13" East. 2. The description shown hereon was prepared by the surveyor. 3. There may be other restrictions of record and/or private agreements not furnished to this surveyor or shown on this boundary survey that may affect property rights and/or land use rights of the subject property. 4. Lands shown hereon were not abstracted for rights of way, easements, ownership, or other instruments of record, by this firm. 5. There may be environmental Issues and/or other matters regulated by various Departments of Federal, Stale or Local Governments affecting the subject property not shown on this survey. 6. Subject property shown hereon Is In Zones X and A according to Flood Insurance Rate Map number 12095CO220 F, map date September 25, 2009. 7. This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relled upon by any other entity or Individual whomsoever. 8. This Survey Is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. 9. Underground utilities and Improvements were not located, unless shown hereon. 10. Precision of closure 1:10,000 - Commercial Class Survey, 11. Elevations as shown hereon are based on Orange County Benchmark designated L1472028, having a published elevation of 123.917', North American Vertical Datum of 1988. 12. Wetlands were Flagged by others and field located by Allen & Company. 13. The property as described hereon contains 458,541.05 square feet or 10.526 acres, more or less. ♦V �`♦ ALLEN COMPANY 16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 (407) 654-5355 WW�y U) W C) W N U M a 0- IL Q 0 !n V [L ow }O F O IL ° N Z 0- O W o- a _ °6 O o CO G z Q CG(I P z W D N O CO Ld 1= w C O of o_ t- a Z O O LL_ in b � J g z 0 o: 0 JOB # 20210034 DATE: 02/01 /21 SCALE: 1" = Do' CALC BY: EGT FIELD BY: JS, KH DRAWN BY: EGT, JPC CHECKED BY: JHR LSHIFT 1 OF 2 PARCEL I &PARCEL 2 NCftm]ksT CIXNRA OF SE'CnCN JI 3z 1e / FWNn mat Rw m nzuapx anTmm _ — _ `./,I O lCi NIXiMWt i/4 OG 1ACTIX1 3°PmWFSOF LNE OF NONMY£ST I/a „'�h .sT G no mmmsT ,//a w C N J1-32-30 I p' (O DO'SB' W (0) 3oa9Y (u) S 889a'19' W (0) �I I NORM D E OG ME SOUTN I/4 NTHC NollmwEsr I/1 OI TIE Q 1' ..-T 1/1 OE SECTON 31-33-20 / Q ORLANDO/ORANGE COUNTY EXPRESSWAY AUTHORITY g B^ I STATE ROAD 429 sae. m ,.� .. LIMITED ACCESS RIGHT OF WAY///U%A'DTH VARIES h`; ravCONT Euxrvc N z sisiSV ^•kv `� \ha .h v DHOf✓D BEARNC N ZS'IS'O]' E� ^h f n4 ,jp° arorm 6EauND 9 z3Wso3W / S Saar FMnNOmMQ+E flOAY uE • I BS t 10 I 8 yW11— �rZer 1/4 a acn°u x121s1 sTE 6waIMAnK 1, won - - 0 flmElEVA1PIpN tl&BZ' EAST OG Of NCREST 1T�9t/O— / \ sECTW 31-2i-2e eor Purim J\r 0— CFNPAI�mA,'C'n, u�BnO°i5°swn0! AUINpBtt 764 66' b �F� .A.s" ,'P°A N 89'08'47"/ E � � ,T 7-- R=1492.39 1=245.88 r Tan=123.22 ""p, L'1 },101 CB=N25'10'59"E CH=245.60 PARCEL 1 ,5 10.W 0�'�HaU�Tpl EASEMFNi NOT PIATim -` +AM1 OlI A". BOOK 62]O. PAQ 41T6 PAAC¢ Jt-32-ZO-OOPERTIO O50 0»1.2n: .M ON3 PET PNOPmnm LLc NO i AS MCCm OY O'B4rt5 NPMT OF BMNNWQ ' PARCEL I - po.ar Amss EAswwT PER ,�,tiuwTr Ifi PaE +„m ++vp5 liT OCUMwT 12m60C43661 ++ _ x12L5, YS11 I H1 %) 0 o UmWEs( — OF NNATNW£9T v9 ]�Jz S C> GRAPHIC SCALE NORmMST I/4 OF xenon 31-2z-ze / ^ } A ^^ �.1 d,} ¢Naa S� ry° &. ya ss03 O 0 30 60 120 I 50liN uNE OF NOR.—T aAw u 1/1 OF 1111ST 1/4 OF 2 , SECTON JI-22-9P N09T9'll E_ �00� — npflm uN,_ a :Wm—PmxT °F INTEa...- -OF- \ n 1g4 a NDNmw4T ,/a cc \\` cTwN 3T-u-zn " o+ !/ um NW V4 allo ME MY n1 Y OMmn Access ON 1r of WAY L➢iE OF ORtANOO/0TN A WpN ROAC 429 AUmOn11Y TANGwi OEA9:N0 IXl�AMOV31'I] N 29TH'OS' E a' sc on OF �a Of1/4 I / co -as PAnc¢ NOT INCLUDED PUT m NOT -zz-z3 OWNEW: s1ORE a-0000-MAStEn NNffNc In LLC I � �A, / Big 5 "/}� TE ewaMAxn mm A' Ppp 1 CAP Ice w� ElEVATdV 118.66' h h o I FE W9 A S. mou uc / NOT I.— c¢ Iu. m-zz-za-woo-Do-oz9 C.- KNocEN cmN MARE 6srATE {6. . -L7 / z POWT OF BEC "4 PARCEL 2 1/ P. N� izoi wazs i�� WEMNO M0. NY C— / 7 o PARCEL 2 NOT Pu m PI0: 31-32TY&GOOD-00-054 W p_ mfE1G _N-PET PPOPERTES LLC A.. / / L-T6194' u =43405 — CAST 1/4 OF p ]�`2 2BT 1/4 OF9fTNEa N°NM—T 1/4 OFOF TOO I__ DOf0 NEARNc N 15'J4h6' E ¢TA Ji'dB'15' ' -CO, [� >1 � II TOW)" 111 Pm 1 CAP OWmE NOnmYWST %1, xCng11 ]t �22 0 6WmWE9i I/4 II/ S 89'24'59" W 307.03' SWO ld 81' xOTITO]1�`zz N Hm co28nvrn W.LOPO 626]) iWH�NAMOPD sPiKE W PxHALT I I-`. NOT PIALTFD PANfA 6): 31-i3-ZB-OO-0J6 OmmER no: Da¢W 1. musT z3 i}E &Ol L_L Lk }, — 66 6Y ,A 1IiAT CRATE rvLLy TW=121.11 fi dti�A p I ce Y u A .O NDnRS al/ m OF +,TON /J 4 CTW 31 z3-3B B'+ @0� >� T "'0 '— NOT IN—. w , OiG.1 RDO ppoa—T /2p16°�a4zsFz �� __549Y4'It'W _ f x / II / / / a' WNE FwcE / / or Pu m PARCEL N I-23-20-WDD-OD-Osl e_.. OWMx IECAC! urmittEs OCO:£ PNWEATY LLC On 0 1 In m >>L FAST DNE OF 111E NOflmWEST 1/1 OF ME 6WmWE5l 1/4 OF TNC NOflm T 1/4 OF "k, S 3914'11" W tt s°unlncsrvi/4 or me - of NON.— I/4 OF Cl.x31-33-z6 0 CURVE TABLE CURVE DELTA I.OfW RADIUS CHORD BEARING CHORD Cl 1'34'53" 41.19' 1492.39' N30'41'36'E 41.19' ALLEN COMPANY 16 EAST PLANT STREET WINTER GARDEN, 111RIDA 34787 (407) 654-5355 W F- W (n W N U Cc 0 IL EL a oa o o rn v ^ CE O � ~ n- W o o 0 � DO 0 od O O o Z Z w m co w o_ O d w a 1n Z O O LL- m W Z 5O W Q JOB jj 20210034 0 DATE: 02/01 /21 SCALE: 1" = Do' CALC BY: EGT FIELD BY: is, KH DRAWN BY: EGT, JPC CHECKED BY: JLR SHEET 2 OF Z GENERAL NOTES: I. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAYIINGS, 2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED & ARE IN H414D AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDm ONS CONTAINED THEREIN. 3. THE SPECIFICATIONS, NOTES & PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT PURPORT TO COVER ALL DETAILS OF DESIGN & CONSTRUCTION. HOWEVER, THE CONTRACTOR SHALL FURNISH & INSTALL THE WORK IN ALL DETAILS & READY FOR OPERATION. 4. ALL EQUIPMENTS SHALL BE HANDLED, STORED, INSTALLED, TESTED & OPERATED IN STRICT ACCORDANCE WITH THE APPLICABLE MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. ALL WORT( SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP STANDARDS AS APPROVED BY THE ENGINEER 6, ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, & LOCAL CODES, ORDINANCES & REGULATIONS. 7. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE BIDDING. 8. AFTER COMPLETION OF CONSTRUCTION, THE CDNTRACTOR SHALL PERFORM SITE CLEAN-UP OPERATION FOR REMOVAL OF ALL TRASH, DEBRIS, EXCESS MATERIAL & EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESENT THE PROJECT SITE CLEAN & IN GOOD ORDER AT THE THE OF FINAL ACCEPTANCE, 9. THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS, & SPECIFICATIONS OF THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL, CITY DETAILS AND THE LAND DEVELOPMENT CODE FOR SITE IMPROVEMENT IN THE ABSENCE OF A PARTICULAR REQUIREMENT. THE 1,10RE STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORM IN THE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHALL BE FOLLOWED. 10. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT -NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-V;AY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION C014CERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE D EX CAVATOR," THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKELUNG, DEMOLITION, GRADING, DITCHING, DRILLING, BORING & CABLE FLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS & A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, & LEGAL HOLIDAYS). THE CONTRACTOR SHALL COMPLY WITH FLORIDA LAIN (F.S. 556). CONTACT SUNSHINE STATE ONE CALL OF FLORIDA. INC. (SUNSHINE 811) AT 811. 11. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, TELEPHONE, GAS, & CABLE TV COMPANIES. 12. ANY DIFFERING SITE CONDITIONS FROIA THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER & OWNER IN WRITING, NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDTONS FOR REVIEW BY THE ENGINEER & OWNER, 13, THE CotTRACTOR SHALL FURNISH OWNER WITH ACCURATE RECORD DRAWINGS PREPSARED BY A LICENSED PROFESSIONAL SURVEYOR 5 HOWING AS -CONSTRUCTED HORIZONTAL & VERTICAL DIMENSIONING OF THE WORK. THE SUBMITTAL COPY OF THE RECORD DRAWINGS WILL NOT BE RETURNED. THE RECORD DRAWING OR A REPRODUCIBLE COPY PREPARED BY ENGINEER SHALL BE CERTIFIED BY THE CONTRACTOR AS CORRECT, ALL INFORMATION WHICH IS UNCHANGED & CURRENT SHALL BE NOTED BY CHECKING OFF OR CIRCLING. ALL REVISED INFORMATION SHALL BE CROSSED THROUGH & NEW DATA ADDED. ADDITIONAL REQUIREMENTS ARE NOTED IN PAVING, GRADING, DRAINAGE, WATER, & SEWER NOTES. THE CONTRACTOR SHALL COMPLY WITH SECTION 3 OF THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL. 14. ALL PRIVATE & PUBLIC PROPERTIES AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION & NO EXTRA COMPEIJSATION WALL BE ALLOWED. 15, THE CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL ENGINEER'S RECOIAHENDATONS IN PREPARING THE SITE FOR CONSTRUCTION; THIS INCLUDES REMOVAL OF ANY EXISTING ORGANIC SOILS, DELETERIOUS MATERIAL, VEGETATION, AND/OR DEBRIS FROM WITHIN THE LIMITS OF CONSTRUCTION AS IDENTIFIED BY THE GEOTECHNICAL ENGINEER; PRODFROLLING OF THE NATURAL SOILS WHERE REQUIRED; AND OTHER GENERAL SITE PREPARATION REQUIREMENTS, SPECIFIC PROOFROLLING COMPACTOR REQUIREMENTS SHOULD BE CONSISTENT WITH THE APPLICABLE DESIGN DOCUMENTS AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. IF THERE IS A CONFLICT BETWEEN THE GEOTECH141CAL ENGINEER'S RECOMMENDATIONS AND THE DESIGN DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. GEOMETRY NOTES: 1. THESE PLANS ARE BASED ON A SURVEY PREPARED FOR THE OWNER BY ALLEN COMPANY AND DATED FEBRUARY 01, 2021. 2. REFER TO SHEETS C-2 & C-3 FOR REFERENCED BENCHMARK. 3. COT RACTOR SHALL STAKE ALL IMPROVEI.IENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COP.IPLETELY STAKE & CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL & VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY APPARENT DISCREPANCIES ARE FOUND. 4. ALL DIMENSIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED, 5. CONTRACTOR SHALL VERIFY THE ACCURACY OF THE BUILDING GEOMETRY SHOWN WITH THAT IN THE FINAL ARCHITECTURAL DRAWINGS, PRIOR TO STAKE -OUT. & SHALL NOTIFY OY04ER & ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, MARKING, STRIPING, & SIGNAGE NOTES: 1. ALL MARKINGS MUST COMPLY WITH THE FO.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, & THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL AND LAND DEVELOPMENT CODE. PARKING SPACES MAY BE F.D.O.T. RATED PAINT. ALL OTHER MARKINGS MUST BE THERMOPLASTIC, 2. HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED & STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES & OTHER APPLICABLE STANDARDS, REFER TO F.D.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS INDEX 17355 FOR HANDICAP SYMBOL. 3. HANDICAP SIGN SHALL BE F.D,O,T, SPECIFICATION FIE 25 PAVING GRADING & DRAINAGE NOTES: I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WRH THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL AND CONSTRUCTION SPECIFICATIONS & THE LATEST EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICA TONS FOR ROAD & BRIDGE CONSTRUCTION, UNLESS STATED OTHERWISE IN THE SPECIFICATIONS OR ON THE PLANS, 2. SUBSURFACE INFORMATION PROVIDED WITH THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED & IS NOT TO BE CONSTRUED AS PART OF THE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. 3. THE LOCATIONS OF EXISTING UTILITIES & STORM DRA114AGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FRO" THE BEST INFORI,IATION AVAILABLE & ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS FOR FIELD LOCATIONS & FOR ANY RELOCATIONS OF THE VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS, WHICH SHALL BE DONE IN A TIMELY FASHION TO MINIMIZE IMPACT ON THE CONSTRUCTION SCHEDULE. ANY DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT & NO EXTRA COMPENSATION WILL BE ALLOWED. 4. ALL FILL MATERIAL IN GENERAL IMPROVEMENT AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180, SPECIFIC SITE PREPARATION METHODS, TYPE OF FILL TO BE USED FOR PARKING & BUILDING AREAS, & COMPACTION SHALL BE IN ACCORDANCE YIITH THE GEOMETRICAL ENGINEER'S RECOMMENDATIONS, REFER TO PAVEMENT SECTION DETAILS FOR MATERIAL & COMPACTION REQUIREMENTS OF PAVEMENT SUBGRAOE. 5. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL, CABLE TV, & TELEPHONE SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 6. CORACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY PROBLEMS REQUIRING DEVIATION FROIA THESE PLANS & SPENTCIFICATIONS. 7. THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS OF ALL MAJOR ITEMS PROPOSED FOR THIS PROJECT TO THE ENGINEER PRIOR TO ORDERING ANY OF THE EQUIPMENT. UPON THE CONTRACTOR'S RECEIPT OF APPROVED SHOP DRAWINGS FROM THE ENGINEER, THE CONTRACTOR MAY PROCEED WITH THE WORK. 5. ALL DISTURBED AREAS MUST BE SODDED UNLESS OTHERWISE NOTED ON THE PLANS, ALL SODDING MUST BE DONE IN ACCORDANCE WITH SECTION 570 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, LATEST EDITION. 9. PROVIDE HANDICAP ACCESS WHERE SIDEWALKS TEET CURBS. WATER & SEWER UTILITY NOTES: 1. CONTRACTOR SHALL COORDINATE WITH CRY OF DCDEE UTILITIES DEPARTMENT ENGINEERING STANDARDS MANUAL FOR CONSTRUCTION OF THE WATER AND SEWER SYSTEMS, RESPECTIVELY. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THEIR SPECIFICATIONS AND REQUIREMENTS, AS APPLICABLE AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE, 2. CONTRACTOR SHALL COORDINATE ALL WATER AtJD SEWER SYSTEM TEST SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE ADD PROVIDE FIVE (5) WORKING DAYS NOTICE OF WATER AND SEWER TESTS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY ENGINEER MAY RESULT In RETESTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S EXPENSE, 3. ENGINEER RESERVES THE RIGHT TO WITHHOLD APPROVAL FOR ANY PORTION OF THE WATER OR SEWER PIPE WORK WHICH HAS NOT BEEN TESTED (OBSERVED BY ENGINEER) AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS. 4. SITE CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY SERVICES WITH FINAL ARCHITECTURAL DRAWINGS AND BUILDING CONTRACTOR. 5. CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO ORDERING TAPPING MATERIALS FOR TIE-INS. 6. CONTRACTOR SHALL MAINTNIA A SET OF RECORD DRAWINGS MARKED UP WTN1 HORIZONTAL AND VERTICAL AS -BUILT INFORMATION ON LOCATION OF WATER MAINS, FITTINGS, AHD WATER SERVICES LOCATED FROM CENTERLINE OF NEAREST FIRE HYDRANT OR NEAREST MANHOLE. 7. SITE UTILITY WORK SHALL TERMINATE 5 FEET FROM BUILDINGS UNLESS OTHERWISE STATED, 8. CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL THE FDEP HAS CLEARED THE SYSTEM FOR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED BY THE OWNER. OCOEE AS -BUILT REQUIREMENTS: THE CONTRACTOR SHALL PROVIDE A SIGNED AND SEALED AS -BUILT SURVEY MEETING THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL SECTION 3.0105. THE SURVEY SHALL BE SUBMITTED IN THE FOLLOWING FORMATS: ONE HARD COPY, ONE PDF COPY, CAD FILE DRAWN IN STATE PLANE COORDINATES, 3.01,05 Record Drawine Reauirements All "as -built" information submitted to the engineer shall be sufficiently accurate, clear and legible to satisfy the engineer (lint the information provides a true representation of the improvements constructed. Upon completion of construction, the contractor shall submit to the engineer of record complete sets of "as -built" construction drawings as required for submittal and approval. These draW4ngs shall be marked to show "as -built' construction changes and dimensioned locations and elevations of all improvements and GPS data inble and shall be signed and scaled by a Florida registered land surveyor. The following information shall be included in the "as -built" submittal at a minimum: A) Sanitary Sewer: 1. Top elevation of each manhole frame and cover. 2. Invert of each line entering and leaving each manhole/strueture. 3. Length of each run of main between manholes (center to center). 4. Actual grade of pipe between manholes. 5. Locate all service wyes from downstream manhole with depth at lot line and distance from the main line. 6. Field measurements for location from permanent Visible objects all fitting/accessories not visible from the surface (minimum two point ties) (including clean -outs). B) Stoma Drainage: 1. Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls, control structures, etc.). 2. Invert elevation of each line entering and leaving each structure, including underdrain pipes. 3. Inverts of all mitered end sections. 4. Actual grade of pipe between the structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm stub -outs, underdrain cleanouts, yard drains, ele. C) Water and Reuse System and Force Main 1. Actual lengths between all fittings and valves along the main ran. 2. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). 3. As -built infommtion on water systems shall include locations of all fire hydrants, water services, blow -off assemblies, and lop of pipe elevations at all fittings and at a minimum of 100 feet spacing along the length of the mains. 4. All snmple points shall be shown in the "as-buil(" drawings and shall be sequentially numbered throughout the entire project without duplication between phi sheets. The numbering shall confoma with those indicated in the samples for fdep clearances. D) Utility Crossing Separation Infomwlion for [hat on the Plans Verifying: 1. Size and material of crossing pipes. 2. Top elevation of bottom pipe. 3. Bottom elevation of top pipe. 4. Finish surface elevation over utility crossing. E) Pavement Gmdes and Drainage Patterns L Pavement profiles and critical points shall have verified elevations indicating the constructed finished grade. 2. Drainage patterns indicated by the design drawings shall brave verified spot elevations indicating the finished grade. F) GPS Data: The x, y and (z) location based on the coordinate system Florida east zone site plane coordinate feet NAD 83, of nil manholes (rim elevation), lift stations (rim elevation), cleanouls (grade), sample points (grade), fittings (center of pipe) and meter boxes (grade), etc. Shall be clearly shown. Acceptable position accuracy shall be sub -meter or better for compatibility with global positioning system (GPS) equipment. The GPS data shall be provided in an asset table incorporated as a section of the final "as -built" drawings and shall include the headings as follows: Asset #; utility system (water, sewer, reclaimed water, force main, stonmwnter); description; X-Coord.; Y-COOTd.; Z-Coord, Asset # III S stem Feature X-Coordinate Y-Coordinate Z-Coordinate 001 002 003 004 MATERIAL SPECIFICATIONS: MATERIAL SPECIFICATIONS SHALL CONFORM WITH THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL. LEGEND SITE - POLE SIGN ® SMALL PYLON SIGN ® LARGE PYLON SIGN �. RIGHT TURN DIRECTIONAL ARROW STRAIGHT DIRECTIONAL ARROW .` LEFT TURN DIRECTIONAL ARROW STRAIGHT AND LEFT TURN DIRECTIONAL ARROW STRAIGHT AND RIGHT TURN DIRECTIONAL ARROW e dry, HANDICAP PARKING SYMBOL F.D.O.T. TYPE "D" CURB F.D.O.T. TYPE "F" CURB AND GUTTER O GATE VALVE BOX, IWV= WATER, FV=FIRE, IV=IRRIGATION, & SSV=SANITARY SEWER CHAINLINK FENCE -v moo- DECORATIVE WOOD OR ALUMINUM FENCE e--� BARB WIRE FENCE HANDRAIL SCREEN/RETAINING WALL, AS NOTED. ® BIKE RACK ® PARKING COUNT SYMBOL PER ROW CL ROAD CENTERLINE SYMBOL GRADING & DRAINAGE ❑ F.D.O.T, TYPE "C" DRAINAGE INLET F.O.O.T. TYPE "D" DRAINAGE INLET O F.D.O.T. TYPE "E" DRAINAGE INLET j F.D.O.T. TYPE "1" DRAINAGE INLET F.D.O.T. TYPE "2" DRAINAGE INLET j F.D.O.T. TYPE "3" DRAINAGE INLET i F.D.O.T. TYPE "4" DRAINAGE INLET F.D.O.T. TYPE "5" DRAINAGE INLET F.D.O.T. TYPE "6" DRAINAGE INLET STORM DRAINAGE MANHOLE MITERED END SECTION STORM DRAINAGE PIPE DRAINAGE FLOW DIRECTIONAL ARROW s-I DRAINAGE STRUCTURE BUBBLE ' GRADE ELEVATION 90 CONTOUR ELEVATION - EROSION CONTROL SILT FENCE UTILITY ON DCDA - DOUBLE CHECK DETECTOR ASSEMBLY NN DCVA - DOUBLE CHECK VALVE ASSEMBLY IGBG RPZ - REDUCED PRESSURE ZONE DEVICE PI DOMESTIC METER I1 IRRIGATION METER 014 GATE VALVE II-♦0 BLOW -OFF GATE VALVE REDUCER O WET WELL HT 11.25' PIPE BEND M 22.5' PIPE BEND IH 30' PIPE BEND 'CH 45' PIPE BEND 'tH 60' PIPE BEND TM 90' PIPE BEND Digitally signed by P� TEE JEAN M ABI-AOUN 11H CROSS DN: c=US, o=FLORIDA FIRE HYDRANT ASSEMBLY ENGINEERING GROUP W/ UNOBSTRUCTED AREA CLEARANCES AS REQUIRED BY FIRE MARSHALL INC., FIRE DEPARTMENT CONNECTION ou-A01410D00000172 CLEAN OUT C87078BF000OF7AE, LIFT STATION cn=JEAN M ABI-AOUN O O GREASE TRAP Date: 2021.10.14 coo SITE LIGHTING 15:42:04-04'001 k DECORATIVE SITE LIGHTING UTILITY POLE BARKARITAVILLE PUD SELF STORAGE FACILITY FINAL CONSTRUCTION PLANS OCOEE, FLORIDA FLORIDA ENGINEERING FGVI GROUP Engineering the Future g g Orland5127 Orange L328 venue, Suite 200 Orlando, FL 32S09 Phone: 407-895-0324 Fax: 407-895-0325 www.(eg-Inc.us LEGEND NOTES AND SPECIFICATIONS 20-172 ;tE�;aA4ENo; Eg�a Ne 45128 ^+ :+ * `B OC "�`• ATE OF M&: �i7 (I`s':OR��•'(jS N��,, +F li6r;.laa`. THIS REM HAS BEEN ELECTR-OCOEE OA ED°INGA BY DIGITALSIGNICALLYSIG NE. ON mATEI usINGA D1cITAL SIGNATURE PRINTED COPIES OFTHIS DOCUMENTAME"'DTDDNBI°ERE° SIGNED AND SEALED AND THE SIGNATURE M11USi BEVFAIFIED ON ANY ELECTRONIC COPIES. se^� NOTED DATE AUGUST D6, 2D21 r_q, v SHEET4 or20 DESIGNED BY JAA DRAWN BY WA CHECKED BY JAA APPROVED BY JAA DATE REVISIONS BY CHECKS 20-172 GenemlNotes,drvg EROSION CONTROL SITE DESCRIPTION NOTES; DEMOLITION NOTES 1. THE PROPOSED CONSTRUCTION ACTIVITY WI ILL ENTAIL THE CLEARING & GRUBBING OF A 3, 31t ACRES 1. THE LOCATIONS, ELEVATIONS & DIMENSIONS OF EXISTING UTILITIES & OTHER FEATURES ARE SHOWNUTILITIES, SITE LOCATED AT 1175 TOMYIJ BOULEVARD, OCOEE FLORIDA ITS ASSOCIATED PARKING, DRAItJAGE & ON THE PLANS ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION " II THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, & DIMENSIONS OF ALL EXISTING 2. THE SEQUENCE OF SOILS DISTURBANCE ACTIVITY IS AS FOLLOWS: / \ UTILITIES & OTHER FEATURES AFFECTING THE WORK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ASILT FENCE AS SHOWN ON THE PLANS & PROVIDE TREE PROTECTION ON SITE, IF IMMEDIATELY NOTIFY EEG OF ANY DISCREPANCIES WHICH MAY AFFECT THE PROPOSED WORK,APPUCA APPLICABLE. 1, I, B. CLEAR &GRUB THE AREA TO BE DISTURBED. 2. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. C. PLACE FILL ON -SITE TO BRING THE SITE UP TO THE PROPOSED GRADES. _ 7 -� - �� - 3. THE CONTRACTOR SHALL, PRIOR TO INITIATION OF ANY SITE CLEARING OR OTHER CONSTRUCTION D. BEGIN COMPACTION /STABILIZATION PROCESS, „`, - - ` s 45'. A r ACTIVITIES, INSTALL SILT SCREENS DOWNSTREAM OF ALL AREAS WHICH HAVE POTENTIAL OF EROSION I T 1.1 T OR SEDIMENT TRANSPORT OFFSTE OR TO WATER BODIES HE CONTRACTOR SHALL IMPLEMENT OTHER STRUCTURAL EROSION CONTROL MEASURES IF REQUIRED TO PREVENT SEDIMENT TRANSPORT TO OFF -SIT 3. THE TOTAL SITE AREA 15 8.09 ACRES & THE AREAS TO BE DISTURBED IS 3.31 ACRES. � I) & WATER BODIES, 4. THE EXISTING SOIL IS ZOLFO FINE SAND, SlAYRNA FIDE SANG & SANIBEL MUCK, THE DUALLYAREAS IOF : DO THE STORMWATER DISCHARGE IS CONSISTENT W/ THE RUNOFF GENERATED BY A COMMERCIAL SITE O / �. 1vv rr/a a000Puy uN[ '. 4. ALL TRASH, DEBRIS, & OTHER MATERIAL REMOVED FROM THE SITE SHALL BE PROPERLY DISPOSED OF 5. THE TOTAL ]DRAINAGE AREA FOR THE PROJECT IS APPROXIMATELY 3.31 ACRES, 7� rngyo u',[ BY THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, & FEDERAL REGULATIONS. 6. THE LATITUDE &LONGITUDE FOR THE DISCHARGE POINTS IS TAT. 2a' 31' 56" LONG et' WA R THE RECEIVING WATER BODY IS THE ONSITE WET DETENTION POND DESIGNED TO RECEIVE WATER e Q$ ' v aJ r 5. ANY EXCAVATED TRENCHES ARE TO BE BACKFILLED WITH CLEAN SAND COMPACTED TO ATLEAST 95% QUALITY AND FLOOD CONTROL & THEN EVENTUALLY DISCHARGES TO LAKE ROBERTS. oNs[n An ON H+[A sr4'u P 6 N U ➢sIVaBE6 r c �.[. ovsm ^n I oo,.a,N av vmRebvice OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE (AASHTO T-180). REFER TO GEOTECHNICAL 7. WASTE DISPOSAL SHALL BE IMPLEMENTED IN ACCORDANCE WITH LOCAL, STATE & FEDERAL ! ' ', / Y To sols ANe vTenp n INtt o o warvwc TR u':Jy ND FEee✓E eNaU. E FPON &r[U,' , \'', ` ' f \ REPORT FOR SPECIFIC COMPACTION REQUIREMENTS UNDER BUILDING & OTHER STRUCTURES, REGULATIONS WILL BE HOSED, ITS ALL TRUCKS EXITING THE SHE LOAD COVERED nd THE COVER PROPERLY SECURED. THE STORAGE, APPLICATION, GENERATION & MIGRATION OF ALL FERTILIZERS h0� / ' 01 j. \ \ \ \ D. ALL EXISTING CONCRETE TO BE REMOVED SHALL BE SAWCUT & REMOVED © THE FIRST AVAILABLE HERBICIDES, PESTICIDES & TOXIC MATERIAL SHALL BE IN ACCORDANCE W/ LOCAL, STATE & , GOOD JOINT & REPLACED TO MATCHEXISTING. FEDERAL REGULATIONS. i, t0.etl P3'nooungi uvmrt '' \ �L' r 8. CONTRACTOR SHALL IDENTIFY THE INDIVIDUAL(S) RESPONSIBLE FOR THE WEEKLY & REQUIRED INSPECTIONS. A REPORTING SYSTEM ENTAILING THE ITEMS TO BE INSPECTED & THEIR CONDITION Pm uDWt scams 2,g a cam' P, Sno pq r I, i 1. THE CONTRACTOR SHALL CONTACT THE GAS UTILITY FOR LOCATION BEFORE EXCAVATION. CHAPTER 77-153 F.S. REQUIRES THAT AN EXCAVATOR NOTIFIES ALL GAS UTILITIES AT LEAST TWO DAYS PRIOR SHOULD BE DOCUMENTED & PLACED IN A DEDICATED FIUNG SYSTEM THAT WILL REMAIN ON THE PROJECT SITEACCESSIBLE TO THE CONSTRUCTION TEAM & TO THE F.D.EP. INSPECTORS. , D2 PoIE DO �,. ETWD 1 i0 EXCAVATING. ALSO CALL 1-800-432-4770 FOR SUNSHINE LOCATES. F.S. 556,101 THROUGH 111. 9. INSPECTORS! CONSTRUCTION SITE WILL DE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER rI 8. CONTRACTOR TO PROVIDE TREE PROTECTION AS REQUIRED BY THE LOCAL JURISDICTION. AFTER EACH RA114FLL GREATER THAN 0.5 INCH. A SAID GAUGE WILL BE ON SITE TO MEASURE THE RAINFALL AMOUNT./'., 'I SOIL TRACKING PREVENTION SOIL TRACKING EROSION CONTROL NOTES: C 03 i PREVENTION 7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL STATE, & LOCAL CODES, ORDINANCES, & o YGR n.00vPu U.[ \„,, I r �; 11 REGULATIONS GOVERNING POLLUTION OF THE ENVIRONMENT &SHALL IMPLEMENT ALL MEASURES NEEDED TO ENSURE ADEQUATE EROSION & SEDIMENT CONTROL DURING THE ENTIRE DURATION OF D1 / \ \ \ ` \ 1. A SOIL TRACKING PREVENTION DEVICE (STPD) SHALL BE CONSTRUCTED AT THE LOCATION SHOWN ON CONSTRUCTION. EROSION & SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE CITY OF O COEE SPECIFICATIONS, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, FLORIDA DEPARTMENT OF i \ I I/ ', ( e jL \ 1 A SOIL TRACKING PREVENTION DEVICE (STPD) SHALL BE CONSTRUCTED AT THE LOCATION SHOWN ON THE PLANS. TRAFFIC FROM UNSTABILIZED AREAS OF CONSTRUCTION SHALL BE DIRECTED THIRD THE ENVIRONMENTAL PROTECTION, & FLORIDA DEPARTMENT OF TRANSPORTATION REQUIREMENTS.,\ INSTALLATION OF SILT FENCES & TURBIDITY BARRIERS SHALL BE IN ACCORDANCE WITH F.O.O.T.,'� \ r THE PLANS. TRAFFIC FROM UNSTABILIZED AREAS OF CONSTRUCTION SHALL BE DIRECTED FIND THE ROADWAY & TRAFFIC DESIGN STANDARDS &STANDARD SPECIFICATIONS FOR ROAD &BRIDGE,� \ r,� I , ,'� I \ 1r STPD BARRIER. FLAGGING OR OTHER POSITIVE MEANS SHALL BE USED AS REQUIRED TO LIMIT & STPD CONSTRUCTION, LATEST EDITION EROSION & SEDIMENT CONTROL MEASURES ARE TO BE PLACED . BARRIER. FLAGGING OR OTHER POSITIVE MEANS SHALL BE USED AS REQUIRED TO LIMIT & DIRECT PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 1 CO rs J 01 FA rl�l-L A Ay uuo 5Na6[D '.\ \ VEHICULAR EGRESS ACROSS THE STPD. DIRECT VEHICULAR EGRESS ACROSS THE STPD. 2. EROSION & SEDIMENT CONTROL I,IEASURES ARE TO BE APPLIED AS A PRIh1ETER DEFENSE AGAINST THE TRANSPORTATION OF SILT & SEDIMENTS OFF THE PROJECT SITE OR INTO ADJACENT WATER i / I TR III aLL c�'i�mUrn N ouv,P'�G A.o crluRaut[. o sods Alm v[cnprpN uacWoyc Inowy +'mAue a[rro,r: 5Nh1 qc rgSNsmv. \ \ �,', 2. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE OFFSHE TRACKING OF THE BODIES OR WETLANDS, THE CONTRACTOR SHALL PREPARE & IMPLEMENT AN EROSION CONTROL PLAN ' \ CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE OFFSITE TRACKING OF SEDIMENT. AS PART OF THE SCOPE OF WORK COVERED BY THESE PLANS. / I, \ \ THE ALTERNATIVE MUST BE REVIEWED & APPROVED BY THE ENGINEER &/OR CITY OF OCOEE PRIOR 3. THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES IN CONTROLLING EROSION & SEDIMENT TRANSPORT DURING CONSTRUCTION. THE FLORIDA DEVELOPMENT "A L / / \ r \ \ TO ITS USE. MANUAL GUIDE TO SOUND LAND & WATER MANAGEMENT" MAY BE USED AS REFERENCE FOR RECOMMENDED BEST MANAGEMENT PRACTICES RELATED TO EROSION & SEDIMENT CONTROL. , / li / \ \ \ r 3. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS INCLUDING THE STPD \ \ \ r AGGREGATE ALL MATERIALS SPILLED DROPPED OR TRACKED ONTO PUBLIC ROADS INCLUDING THE 4. THE CONTRACTOR SHALL SUBMIT TEROSIONT S B H HE CONTROL PLAN TO THE ONNER AND TO THE Cm' of OCOEE FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION MEETING. I I \ I \ %X, STPD AGGREGATE &CONSTRUCTION MUD) SHALL BE REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE & CONSTRUCTION MIUD) SHALL BE REMOVED DAILY, OR MORE FREQUENTLY IF SO 5. ALL EROSION & SEDIMENT CONTROL MEASURES WHICH ARE NECESSARY TO UNIT THE TRANSPORT OF SILTS & SEDIMENTS TO OUTSIDE THE LIMITS OF THE WORK AREA OR TO WATER BODIES OR - DIRECTED BY THE ENGINEER &/OR CITY OF OCOEE. WETLANDS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE BEST -� - MANAGEMENT PRACTICES & IMPLEMENT STRUCTURAL MEASURES AS NEEDED TO PREVENT EROSION & 4. AGGREGATES SHALL BE AS DESCRIBED IN SECTION 901 EXCWDING 901 -2.3. AGGREGATES SHALL BE SEDIMENT TRANSPORT FROM THE WORK AREAS. THE FOLLOWING ARE MINIMUM RECOMMENDED L NG E IN M 1 EC MMENDED _ A AGGREGATES SHALL BE S DESCRIBED IN SECTION 901 EXCLUDING 901 2.3. AGGREGATES SHALL BE GUIDELINES TO BE IMPLEMENTED DURING CONSTRUCTION AS PART OF THE EROSION & SEDIMENT-1 CONTROL PLAN: FOOT SIZE 1. IF THIS SIZE IS NOT AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE MAY BE FDOT SIZE #1. IF THIS SIZE IS NOT AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE A. STOCKPILING OF MATERIAL' NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF - MAY BE SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER. SIZES CONTAINING EXCESSIVE SMALL DIRECTLY OFF THE PROJECT SHE OR INTO ANY ADJACENT WATER BODY OR STORMWATER AGGREGATE SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER. SIZES CONTAINING EXCESSIVE SMALL COLLECTION FACILITY. I /, AGGREGATE WILL TRACK OFF THE PROJECT & ARE UNSUITABLE, WILL TRACK OFF THE PROJECT & B. EXPOSED AREA LIMITATION & PROTECTION ARE UNSUITABLE. THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING & GRUBBING OPERATIONS OR EXCAVATION & FILLING OPERATIONS SHALL BE UNITED AS NEEDED TO MINIMIZE THE POTENTIAL OF OFF -SITE SEDIMENT TRANSPORT. ALL EXPOSED AREAS SHALL BE PROTECTED BY INSTATING EFFECTIVE EROSION & SEDIMENT CONTROL MEASURES SUCH AS SILT SCREENS, SYNTHETIC SALES, TURBIDITY BARRIERS, SWALES, OR A COMBINATION OF THESE & OTHER MEASURES AS WARRANTED, C.INLET PROTECTION INLETS & CATCH BASINS SHALL BE PROTECTED DURING CONSTRUCTION FROM SEDIMENT LADEN STORMWATER RUNOFF BY PROVIDING A COMBINATION OF SILT SCREENS, SYNTHETIC BALES, FILTER FABRIC COVERS OR OTHER MEASURES AS NECESSARY TO CONTROL THE TRANSPORT OF SEDIMENT. D. TEMPORARY GRASSING AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. SLOPES STEEPER THAN 5:1 SHALL ADDI ZONALLY RECEIVE MULCHING OF --' APPROXIMATELY 2 INCHES OF LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE - SEEDED AREA TO A DEPTH OF 4 INCHES. THE SEEDED OR SEEDED & MULCHED AREAS SHALL BE ROLLED & WATERED AS NEEDED TO ENSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER, IF AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MIN I HUN OF 759 OF GOOD GRASS COVER THE AREAS WILL BE REWORKED & ADDITIONAL SEED 5. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION. TO THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION, TO PREVENT OFFSITE TRACKING, THE STPD SHALL BE RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED PREVENT OFFSTTE TRACKING, THE STPD SHALL BE RINSED (DAILY WHEN IN USE) TO 1.10VE ACCUMULATED h1UD DOWNWARD THRU THE STONE. ADDITIONAL STABILIZATION OF THE VEHICULAR ROUTE LEA➢LNG TO HUD DOWNWARD THIRD THE STONE. ADDITIONAL STABILIZATION OF THE VEHICULAR ROUTE LEADING TO THE STPD MAY BE REQUIRED TO LIMIT THE MUD TRACKED. THE STPD MAY BE REQUIRED TO LIMIT THE MUD TRACKED, EROSION CONTROLS FOR NON STORMWATER DISCHARGES: A) WASTE DISPOSAL: WASTE MATERIAL: ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN A METAL DUMPSTER WHICH WILL BE MAINTAINED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. REWORKED & ADDITIONAL SEED APPLIED. 1 BY A LICENSED SOLID WASTE MANAGEMENT COMPANY IN ORANGE COUNTY, THE DUMPSTER WILL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE E. MAINTENANCE PLAN LEGEND DEPOSITED IN THE DUM1PSTER. THE DU1,IPSTER Y/ILL BE ELIPTIED AS OFTEN AS NECESSARY TO NOT CAUSE EROSIOIJ &SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL INSPECT THE EROSION & CONTROL MEASURES Oi A I ON-SrTE DISPOSAL OF WASTE. THE TRASH WILL BE HAULED TO AN APPROVED ORANGE COUNTY LANDFILL. WEEKLY BASIS & 24 HOURS FOLLOWING RAINFALL EVENTS (0.5" OR GREATER) & IMMEDIATELY ® SAW CUT & REMOVE EXISTING ASPHALT & CONCRETE IN HATCHED AREAS, NO CONSTRUCTION WASTE WILL BE BURIED ONSITE, ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE REPAIR ANY OBSERVED DAMAGED CONTROLS. ALL EROSION & SEDIMENT CONTROLS SHALL BE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE MAINTAINED AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE UNITS OF THE PROJECT, .; I i, SUPERINTENDENT CONSTRUCTION TRAILER. THE INDIVIDUAL RESPONSIBLE FOR MANAGING THIS TASK WILL BE GRAVEL CONSTRUCTION ENTRANCE IDENTIFIED BY THE CONTRACTOR. CONTRACTOR. 6. APPROXIMATE SLOPES AFTER MAJOR GRADING VARIES BETWEEN 08% TO 29MAXIMUM SLOPES ARE FOUND 9 THE DRIVEWAY & THEY RANGE BETWEEN 2'7. TO 4%. SILT FENCE EROSION CONTROL BARRIER HAZARDOUS WASTE: ALL HAZARDOUS WASTE (MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH THE 7. AREAS OF SOILS DISTURBANCE IS UM1IITEO TO THE AREA WITHIN THE SILT FENCE UI.ITTS AS SHOWN APPLICABLE LOCAL, STATE & FEDERAL REGULATIONS, ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE ON THIS PLAN. `, ., '„ '. '' CORRECT PROCEDURE FOR HAZARDOUS WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTEC 8, ALL PERVIOUS AREAS WILL BE SODDED, UNLESS OTHERWISE NOTED. I ® DEMOLITION KEYNOTES ,° :' m,;, "' AT THE SUPERINTENDENT CONSTRUCTION TRAILER. THE INDIVIDUAL RESPONSIBLE FOR MANAGING THIS TASK WILL BE IDENTIFIED BY THE CONTRACTOR. 9. THERE ARE JURISDICTIONAL WETLANDS 1YfTHIN THE PROJECT SITE. THE WETLANDS WILL BE PRESERVED IN A CONSERVATION D1. F, O.O.T. TYPE "III" SILT FENCE EROSION CONTROL BARRIER PER DETAIL `A EASEMENT, SANITARY WASTE: 10. ALL CLEARED AREAS FOR IMPROVEMENT &/OR CONSTRUCTION SHALL BE WATERED To PREVENT WIND I DOUBLE SILT FENCE SHALL BE INSTALLED ADJACENT TO WETLANDS. = w __�".�,.,n ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF THREE TINES PER WEEK EROSION. I - I „- ., I D2. 25'x5o' GRAVEL CONSTRUCTION ENTRANCE. Digitally Signed by JEAN M ABI- BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY LOCAL REGULATION. 1I. THE Q LAND CLEARING THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIER TO MEET THE REQUIREMENTS of THE CITY of ocoEE. I� _ - - �1� -- D3. - REh10VE E%ISTING TANK. AOUN B) OFFSITE VEHICLE TRACKING; - - - -._.- -.- D4, RB.10VE E%ISTING UTILITY POLE. COORDINATE WITH P01YER COM1IPANIES. DN: c=US, o=FLORIDA 12 STABILIZE ATHE CONT Y POTENTIAL SELECTIVELYR SHALL ROSION AREAS CLEAR IMMEDIATELY FOLLOWINGNLY THE COIMPLEETIONUIRED FOR OOFTCONSITTRUCTION. D5, REMOVE OR PLUG/ABANDON EXISTING WELL PER DEPARTMENT OF HEALTH STANDARDS. ENGINEERING GROUP INC., A GRAVEL CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF ou=AO1410DOD000172C87078B SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY FOOOOF7AE, cn=JEAN M ABI- EXCESS LAUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE AOUN CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. Date: 2021.10.14 15:39:25-04'00' ...Jun all,.. BARKARITAVILLE PUD OCOEE-OCOEESELF STORAGE FACILITY FINAL CONSTRUCTION PLANS OCOEE, FLORIDA (� vl FLORIDA ENGINEERING GROUP Engineering the Future 5127S.Orange AMONG e,Suite200 Orlando,FL32809 Phone; 407-895-0324 Fax: 407-595-0325 www.feg-inc.us SITE DEMOLITION & STORMWATER POLLUTION PREVENTION PLAN 20-172 IF��V•4 X: "'• dt 1hw 110.E 05 . No 4612e = -b' ;4. +9•, STATE OF UC =, o�,�X P` ,,, Lfa O��p?�$,,`` THIS HEM HAS BEEN ELECIRONIC4LLY SIGNED ND sFueoerlaJGmEeRI,P.EON CATEI USING A DIGITAL SIGNATURE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SONEDANOSEALEDAN°THE TINYELECTRONICCST OVERIFIED ES (FIE°oN sc a °ATE AUGUST 06, 2D21 SHE O, 5 SHEET 5 C- OF 20 DESIGNED BY DRWAN BY CHEJPREAD BY APP�VVEED BY DATE REVISIONS BY CHEC'✓�EC 20-172 Demo.dW2 SITE VICINITY MAP SITE DATA PROPERTY LOCATION: 1175 TOMYN BLVD., OCOEE, FL 34787 PARCEL NUMBER: SELF STORAGE FACILITY 31-22-28-0000-00-050 PET RESORT 31-22-28-0000-00-053 EXISTING PROPERTY ZONING: PUD EXSTNG USE: VACANT FARMLAND FUTURE LAND USE: COMM ALLOWABLE USES: VETERIN 1 Y 2 RT, RESTAURANT, OFFICE, NEIGHBORHOOD RETAIL, & SELF STORAGE FACILITY PROPOSED USES: SELF STORAGE FACILITYKW 727 UNITS 0 TOTAL SITE AREA: .3 S WETLAND AREA: 6,96t ACRES WETLAND BUFFER AREA: 0.50t ACRES UNIMPACTED FLOODPLAIN AREA (OUTSIDE WETLAND AND BUFFER): 0.22t ACRES GRAPHIC SCALE NET DEVELOPABLE AREA: 6.63t ACRES B0 "° Y C T AGER APT. (PHASE 1): 14,675 S.F. SELF STORAGE FACILITY P ASE II 0 34,969 S.F. PRbI'dStG A: 49,644 S.F. ALLOWED GROSS FLOOR AREA (PER PUD): 30S.F. PROPOSED TOTAL GROSS FLOOR AREA RATIO: 0.17 1 MAXIMUM ALLOWABLE BUILDING HEIGHT HABITABLE SPACE 45 —0 NON —HABITABLE SPACE 49'-5" PARKING FUTURE LAND USE PARKING REQUIRED CONSERVATION PEr RESORT DAY CARE (3,971 SF 0 1 PER 150 SF FOR MEDICAL OFFICE) 26 SPACES ZONING SELF STORAGE FACILITY 727 UNITS 0 1 PER 75 UNITS) 10 SPACES PUD RESIDENTIAL SELF STORAGE FACILITY 1 EMPLOYEE ® 1 PER 1 EMPLOYEE) 1 SPACES SELF STORAGE FACILITY 2 CLISTOMER SPACES) TOTAL PARKING REgUIRED 9 SPACFS 40 SPACESQ PARKING PROVIDED PET RESORT DAY CARE (PHASE 1) 25 SPACES PI S CCACI (PHA E IQ SELF_ STORAGE FACILITY HANDICAP PARKING =SPACS Q SITE AREA CALCULATIONS (PHASE I) PEi RESORT DAY CARE FOOTPRINT 14, 127±S.F. ASPHALT PAVEMENT 17,511 ±S.F. SIDEWALK & CONCRETE PAVEMENT 10,926 fS F IMPERVIOUS AREA 42,564 ±S.F. 0.98 ±AC. 29.30 % PONDS AREA (AT CONTROL ELEVATION) 20,289 ±S.F. 0.47 ±AC. 13.98 % PERVIOUS AREA 82,726 ±S.F. 1.90 ±AC. 56.72 % TOTAL SITE AREA PHASE I 145,579 ±S.F. 3.35 ±AC. 100.007 SITE AREA CALCULATIONS (PHASE �crt�ren° n7 /\\ °"y,wrnwuo aurrugk'"8994'Ii"w 66252' P, `\.,,.` `ISELF — — -- X x, ° STORAGE DFACILITY (FOOTPRINT) 16,602tS.F. SEWER SERVICE SIDEWALK & CONCRETE PAVEMENT 1602±S.F / I FUTURE LAND USE LDR/ OIMPNDS AREAWOUS A(AT CONTROL ELEVATION) REA52670±S.F. 120 3AC. 3700% �� 1 / SEWER DEMAND (PE7 RESORT DAY CARE —PHASE it CONSERVATION RESORT OFFICE 3,802 SF 0 0,334/1000 X 270 = 343 GPD PERVIOUS AT 1 / � ZONING R 1 —AA GROOMERS 2 ® 0.833 X 270 = 450 GPD KENNEL 12 RUNS ® 0.16 PER RUN X 270 = 518 GPD SITE MANAGER APARTMENT (1 BEDROOM) 0.583 X 270 = 157 GPD PET RESORT TOTAL 1,468 GPD ASPHALT RESORTPEr PA (at aTNEs)E SEWER DEMAND (SELF STORAGE FACILITY —PHASE 2) SIDEWALK IMPERVIOUS j% 1` Too noa°PwN ul+c UNITS 1-200 ® 100 GPD/200 UNITS — 100 GPD PONDS AREA 0 UNITS 201-727 ® 1 GPD/2 UNITS — 263 GPD — PERVIOUS AI ti o i EMPLOYEES 1 0 15 GPD i EMPLOYEE — 15 GPD .HEIE PAVEMENI CONTROL ELEVATION) SELF STORAGE FACIE TOTAL 378 GPDTOTAL SITE AREA -_- _ RA TTl' 88,310±S.F. 6.62 tAC. 100.00 / ze o Q MAXIMUM IMPERVIOUS COVER ALLOWED (NET DEVELOPABLE) 1 IMPERVIOUS COVER PROPOSED WATER SERVICE 33.08% " / 'roe of esnM a( MINIMUM OPEN SPACE (NET DEVELOPABLE) 1.33 *AC. WATER DEMAND (PET RESORT DAY CARE — PHASE 1) PERVIOUS AREA COVER PROPOSED 3.96 ±AC. 59.82% wErW{a a�'EB 5' ,p RESORT OFFICE 3,802 SF ®0.334/1000 X 300 = 381 GPD BUILDING SETBACKS (REQUIRED) BUILDING SETBACKS (PROPOSED) Q odd r., \ GROOMERS 2 ® 0,833 X 300 = 0 GPD ,, PET RESORT d / \ wEna+o urk `, KENNEL 12 RUNS ® 0.16 PER RUN X 300 = 175 GPD 1a' °�1 MANAGER APARTMENT (1 BEDROOM) 0.583 X 300 = 775 GPD FRONT jWEST)EAST)(WETLA ROAD) 25' FROM jMTT))&T=DRoAD) 36, ftEAR EAST)(WE1lAND) 25' REAR) 36' W PET RESORT TOTAL 1,632 GPD SIDE NORTH 10' SIDE NORTH 26B' 6} consmvnnoN aMn slur.vaN u w q; ) ) 1 au cohsMucn LINT Na SIDE SOUTH)(WERAND) 25' SIDE SOUTH)(WETIAND) 503' e r , a+o vE Ernno�i IncAi('i°olNc M°nxr E`., WATER DEMAND (SELF STORAGE FACILITY — PHASE 21 1&,q nnogvwN uNg TftIMM NC A"m Fdoya. awi. BE PAO�aEa UNITS 1—ZOO ® 100 GPD/200 UNITS 100 GPO S ELF STORAGE FACII ITY UNITS 201-727 ® 1 GPD/2 UNITS 263 GPO FROM ROAD) 35' FROM WESTOMYN ROAD) 88'EMPLOYEES 1 ® 15 GPD 1 EMPLOYEE 15 GPDI / REAR EAST)(WETLAND) 25' REAR EAST) WEIlAND) 522'SELF STORAGE FACILITY TOTAL 378 GPD IWEST)(TOMYN ((I ` SIDE NORTH)( ) 10' SIDE (NOR 74) ( ) SITE LEGEND SIDE SOUTH PET RESOR 0' SIDE SOUTH PE RESOR 36' Q NOTE: A WELL WILL BE CONSTRUCTED FOR IRRIGATION PURPOSES. 1 ��` ---- PROPERTY LINE LANDSCAPE BUFFERS (REQUIRED) LANDSCAPE BUFFERS (PROPOSED) TRAFFIC DATA PET RESORT FRONT WEST TOMYN ROAD 15'+ FRONT WEST TOMYN ROAD 15' PHASE LINE )( ) ) ) CONSERVATION AREAS �mmmm REAR EAST)(WEf1AND) ((EAS7)(WEHAIiD) SIDE NORTH)) NONE 10'+ REAR SIDE (NORTTNH)( NONE 10' SIDE SOUTH)(WERAND) NONE SIDE (SOUTH) WERAND ) NONE F STORAGE FACII ITY FRONT WEST)(TOMYN ROAD) 15'* FROM WEST)((TOMYN ROAD) 15' FSFl REAR EAST)(WEftAND) SIDE NORTTHH) NONE 10' REAR EAST)(WE1lAND) SIDE NORTH) NONE 10' 1Q SIDE SOUTH)(PET RESORT) 10'+ SIDE SOUTH)(PET RESOftT) 10' THE PUD ALLOWS A MAXIMUM OF 1,041 NEW DAILY TRIPS. THE PHASE II USES MAY BE INCREASED/ •BUFFER WIDTH WIRE MPROVED AS PAlif OF THE PUD APPROVAL Q DECREASED PROVIDING THE TOTAL ALLOWABLE NUMBER OF TRIPS IS NOT EXCEEDED USING THE DAILY RIP RATES. FLOOD ZONE FLOOD ZONE A PER FEMA F.I.R.M. PANEL 12095CO22OF DATE: 09/25/09, BASED ON THE LAKE ROBERTS ` s89245W `.` 36'L03' DRAINAGE STUDY UNDERTAKEN BY ORANGE COUNTY. THE 100 YEAR FLOOD ELEVATION IS ESTIMATED AT WETLAND DGSDTATEMENTELEVATION 116.31' NAVO 198B, THERE ARE [THIN HE PROJECT SITE. THE WETLANDS WILL BE PRESERVED. - ' A CONSERVATION EASEMENT WILL BE DEDICATED TO THE CITY OF OCOEE FOR THE PRESERVED WETLAND, S O I LS 100 YEAR FLOOD PLAIN AND 25' BUFFERS. ZOLFO Fl E SAND, SMYRNA FINE SAND, SANIBEL MUCK. FUTURE LAND USE RURAL CONSERVATION (COUNTY) ZONINGA-1 (COUNTY) PHASING NOTE THIS PROJECT WILL BE BUILT IN TWO PHASES. pc+p+�TM�. ABA NOT VALID FOR CONSTRUCnON UNLESS SIGNED IN THIS BLOCK 03/03/21 1 PUD AMENDMENT 2 TO ADD SELF STORAGE FACILITY AS AN ALLOWABLE USE JAA JAA OCOEE-TOMYN SELF STORAGE FACILITY TOMYN BLVD OCOEE, FLORIDA FLORIDA ENGINEERING GROUP En ineerin the Future g g 5127S.Orange Avenue,Suite 20o Orlando, FL 32809 Phone:407-895-0324 Fax: 407-895-0325 www.feg-Inc.us APPROVED BARKERITAVILLE PUD AMENDMENT N0. 2 PFo)ECr W. 2D-172 Fl gM,lp qV �y,�, �� RF16n ENa.E �5 5%' : * P Na 461ze '•. = °'• P'. STATE OF t5/� O •, r4�J �(C '�: ...... (j�= ,,� Lilo ' �bC�s'' EE— 1-so once MARCH 03, 2021 slEErrvo. C-6 EBEET 6 of 20 DESIGNEDBY JAA DRAWN BY WA CHECKED BY JAA APPROVED BY JAA DATE REVISIONS BY CHECKED 20172_PUD.dA9 (j)SITE CONSTRUCTION KEYNOTES ®SITE STRIPING & SIGNAGE KEYNOTES SITE LEGEND SITE DATA Cl. 6" HEAD CURB. S1. PROPERTY BOUNDARY, PROPERTY LINE CIA, RIBBON CURB. 52. HANDICAP PARKING STALL, TYPICAL. ,,. PROPERTY LOCATION C2. PERVIOUS CONCRETE. S3. 24" THERMOPLASTIC STOP BAR WITH 31-1 HIGH INTENSITY REFLECTORIZED "STOP" SIGN. CONCRETE PAVEMENT TOMYN BLVD., OCOEE, FL 34787 03. HEAVY-DUTY ASPHALT PAVEMENT IN DRIVE AISLES. S4. DIRECTIONAL ARROWS PER F.D.O.T INDEX No. 711-001, TYPICAL. (WHITE THERMOPLASTIC) HEAVY DUTY PARCEL NUMBER: 31-22-28-0000-00-050 C4. LIGHT -DUTY ASPHALT PAVEMENT IN PARKING SPACES. S5. 4" WIDE WHITE PAINTED STRIPING, TYPICAL, ASPHALT PAVEMENT EXISTING PROPERTY ZONING: PUD-COMM C5. CONCRETE SIDEWALK, TYPICAL. (5' MININIUM) S6. INSTALL "END OF SIDEWALK" SIGN. EXISTING PROPERTY USE: COMM VACANT LAND C6. MONOLITHIC CURB & SIDEWALK, TYPICAL. s7. No PARKING. FIRE LANE" srRPINc' " CONSERVATION AREAS FUTURE LAND USE: COMM C7. CB. HANDICAP ACCESS RAMP WITH A MAXINIUM 12:1 SLOPE, TYPICAL. WHEEL STOP PER F.D.O.T. INDEX No, 520-001, TYPICAL. BE. CROSSWAU( STRIPING PER LATEST F.D.O.T. STANDARD PLANS INDEX 711-001, TYPICAL. WETLAND BUFFER AREAS PROPOSED USE: SELF STORAGE FACILITY W/727 UNITS C9. DETECTABLE WARNING SURFACE PER FLORIDA BUILDING CODE. TOTAL SITE AREA: 8.09± ACRES C10. SANITARY LIFT STAT10N, PERVIOUS CONCRETE WETLAND AREA 4 521 GRAPHIC SCALE C11, SANITARY CLEANOUT, 012. BIKE RACK. WETLAND BUFFER AREA: 0.26± 1"=40' � ss r 3j8s pJ� a Z CI hp St 1; Sa CI 94 , A* S5 'W S3 C4 C7 NET DEVELOPABLE AREA: 3.31± PROPOSED GROSS FLOOR AREA 103,788 S.F. FUTURE LAND USE LDR/CONSERVATION \ MAXIMUM ALLOWABLE BUILDING HEIGHT ZONING A_1 \ HABITABLE SPACE 45'-0" _. ... \ NON -HABITABLE SPACE 49'-5° \ PROPOSED BUILDING HEIGHT 49'-5 BUILDING CONSTRUCTION TYPE TYPE 11-6 ULLY SPRINT<LERED - -- ----T- - `�` 1 7 �� 1 1 '` PARKING 51 I UNDISTURBED W ETLAND DUFFER PARKING REQUIRED 25MIN SELF STORAGE FACILITY (727 UNRS ® 1 SPACE PER 75 UNIlS) 10 SPACES Cz . , I SELF STORAGE FACILITY (1 EMPLOYEE 0 1 SPACE PER 1 EMPLOYEE) 1 SPACE c6 oe �' c9t E 2 1 'I SELF STORAGE FACILITY (2 CUSTOMER SPACES) 2 SPACES cs 52 CI 1Q0 �YEAlt FLOO DPIAIN LINEL TOTAL PARKING REQUIRED 13 SPACES ELAND u�E Bl' OTHERS �� C PARKING PROVIDED C12 ^ $4 f 70 SELF STORAGE FACILITY STANDARD SPACES 12 SPACES Z ° C7 1 CONSEERRVVHALL ATIONI AREA S, REMAIN UNDISTURBED f ALL,CONSTRVCTION, DUMPING ANb DISTURaANOE SELF STORAGE FACILITY HANDICAP SPACES 1 SPACES CB C1 - w ` I TO SO AND VRGETATItlN I CLUDING; MOWING 1 ANO It. BE 1 1 I F- TOTAL PARKING PROVIDED 1 3 SPACES �� 8• C6 ass, _ p' I 1T(i(hTMING ,REMOVE PNOMIBITED 1 1 z SITE AREA CALCULATIONS DID sa C1 p1 1 V , 1•, 822.2h A ' ',� � 1 p SELF STORAGE FACILITY (FOOTPRINT) 34,596 ±S.F. 17. c t C7 v ® p C ASPHALT PAVEMENT 15,617 ±S.F. .F.E. F.F.E. 123.25 34,969± S.F. CS R2b'.: C9 ,, I U) SIDEWALK & CONCRETE PAVEMENT 2,362 ±S.F. '•r, C1 /B) s 2 ' ITI ' 1 '', m I (n �% IMPERVIOUS AREA 52,575 ±S.F. 1.21 ±AC. PERVIOUS AREA 91 ,609 ±S.F. 2.10 ±AC. 36.56 % 63.44 / ��\ 0 r UNDISNB WETLAND Cs q f WETLAND euFFER,.) p TOTAL SITE AREA 144,184 ±S.F. 3.31 ±AC. 100.00 P 88j 02 •o ,25 MIN. `,, 1 452± AC. " Z o ss �� I,r 4 / ( Z W MAXIMUM IMPERVIOUS COVER ALLOWED (NET DEVELOPABLE) 37 % n Digitallysigned by JEAN M ABI- } AOUN DIN: c-US, o=FLORIDA of\° ENGINEERING GROUP INC., m ou=AG141 ODOODD0172C87078BF - OOOOF7AE, cn=JEAN M ABI-AOUN Date: 2021.10.14 15:37:35-04'00' IMPERVIOUS COVER PROPOSED 36.56 % OPEN SPACE REQUIRED (NET DEVELOPABLE) 20 !- f 1 I ` St � PERVIOUS AREA COVER PROPOSED 53.44 % 0 BUILDING SETBACKS (REQUIRED) BUILDING SETBACK (PROPOSED) ` 100 Y" FLOQDPLAIN UNE SELF STORAGE FACILITY If FRONT (WEST)(TOMYN ROAD) 35' FRONT (WEST)(TOMYN ROAD) 88, f WETLAND UNE ,. ,(BY OTHERS)' '.I O REAR EAST WETLAND 25' REAR ( )( ) (EAST)(WETLAND) 522' f SIDE (NORTH) To' SIDE (NORTH) 65, z SIDE (SOUTH)(PEf RESORT) To' SIDE (SOUTH)(PEf RESORT) 35' �h ( LANDSCAPE BUFFERS (REQUIRED) LANDSCAPE BUFFERS (PROPOSED) �j CONSERVATION AREA SINALL REMAIN UNDISTURBED, `, SELF STORAGE FACILITYRBED,` (V7 ALLCONSTRUCTION, DUMPING AND DISTURBANCE TO SOILS 'AND GETATION INCLUDING; M3rrED. '� FROM (WEST)(TOMYN ROAD) 15'� FRONT (WEST)(TOMYN ROAD) 3T I TRIMMING AND REMOVE SHALL BE PROHIBTIED. 1 II L REAR EAST V/ETLAND NONE REAR EAST WETLAND NONE ( )(' ) ( )(' ) \ SIDE NORTH 10' SIDE ( ) (NORTH) 10' SIDE (SOUTH)(PET RESORT) To', SIDE (SOUTH)(PET RESORT) To' / +BUFFER WIDTHS WERE APPROVED AS PART OF THE PUD APPROVAL. 1 FLOOD ZONE SI `. I FLOOD ZONE A PER FEfAA F.I.R.IM. PANEL 12095CO220F DATE: 09 25 09. BASED ON THE LAKE ROBERTS 1 `1 DRAINAGE STUDY UNDERTAKEN BY ORANGE COUNTY, THE 100 YEAR FLOOD ELEVATION IS ESTIMATED AT ELEVATION �I 116.31' NAVD 198B. '� �, SOILS / I 1 ZOLFO FINE SAND, SMYRNA FINE SAND, SANIBEL MUCK, -._ - - --.�-,' - -=�-- - =`=�_ SITE NOTES ' 1. ALL CURB RADII ARE TO BE 5.0', TYPICAL UNLESS NOTED OTHERWISE. EXCEPTION: RADII 9 ISLANDS ARE TO FIT ISLAND WIDTHS, UNLESS NOTED OTHERWISE, SI 2. LANDSCAPE ISLAND NOSE NOT TO EXCEED THE PARKING STALL DEPTH &/OR PROTRUDE INTO DRIVE ISLES, FUTURE LAND USE LDR/CONSERVATION TYPICAL. ZONING R gI AA 3. ALL DIMENSIONS ARE PARALLEL & PERPENDICULAR TO BEARING 562' 56' 10.87"E UNLESS OTHERWISE INDICATED WRH A '�' OR BEARING, 4. LOWER CASE TEXT DENOTES SURVEY &/OR EXISTING CONDITION INFORMATION. 5. ALL DIMENSIONS ARE MEASURED FROM EDGE OF PAVEMENT. BARKARITAVILLE PUD 2D-172 . ._.,, .._. r�tFA�¶'�141TE E&BO�g995i THIS REM HAS BEEN ELEDTRDNICA LYSIGNEDAND 5127S. Orange Avenue, Suite 2DD SITE GEOMETRY PLAN SCgIE ` :' NO 4612E ¢ SEALED BY(ENGINEER), P.E. ON OCOEE-TOMYN SELF STORAGE FACILITY c E� ®ENGINFLORIDA ENGINEERING Orlando, FL 32809 DATE DA EI UBIN'GADIGRAL SIGNATURE FINAL CONSTRUCTION PLANS I� GROUP Phone: 407-895-0324 Fax; 407 F395-0325 AUGUST 06, 2021 SHEH ND. "0' t¢ -i'•, STATE OF =, o�. PRINTED COPIES OFTHIS DOCUMENT ARE NOT CONSIDERED SIGNEDANDSEALEDANDTHE DATE REVISIONS BY CHECNI:C OCOEE FLORIDA T Engineering the Future www.feg-inc.us DESIGNED BY DRAWAN BY CHEJKED BY APPR VIED BY C-7 sRGR 7 DE 20 P:•�4,: �s Re $,` iidr.K NA FIED ory ANYELE REONIC COPIES. ANY ELECTRONIC COPIES. T DRAINAGE PIPE NOTE I \ ALL JOINTS TO BE WRAPPED WITH FILTER FABRIC IN ACCORDANCE WITH FDOT STANDARDS. II CONCRETE CONSTRUCTION NOTES: JOINTS FOR CONCRETE SLABS 1 'zzso i zzi5 t 1. - THE CONTRACTOR & APPROVED BY THE GENERAL A JOINING PLAN SHALL BE PREPARED BY -_ - _ _ ENGINEER PRIOR TO PLACEMENT OF THE CONCRETE. v, i I I { { UNDISTURBED, A. A SQUARE JOINTING PATTERN IS REQUIRED WHERE POSSIBLE. IF NECESSARY, WETLAND BUFFER RECTANGULAR PANELS CAN BE USED IF THE LONG DIMENSION IS MORE THAN 1.5 TIMES 1 E-7 / I ( '.25' MIN. THE SHORT (e.g. e',,12'). JOINT SPACING SHALL NOT EXCEED 10 FEET IN A 4" SLAB, & \ 12z 31 pf Rr 3 sz3T 21.61 I I 15 FEET IN A 6" SLAB. 121.7O 122.63 121.02 z In'v 4 / { , + ' ` B. ADJUST JOINTING LAYOUT OR LOCATIONS OF MANHOLES, CATCH BASINS, FOUNDATIONS & OTHER BUILT-IN STRUCTURES SO THAT JOINTS WILL LINE UP WITH CORNERS OF THE Izs.ts 2'85 STRUCTURE. JOINS MAY BE ANGLED TO POINTS OF STRESS CONCENTRATION TO ALLOW tz2.Ts {, I zz so 12z1 zz.3s % { 100 YEAR FLO h6, IN LINE ALIGNMENTWrrH CORNERS OF STRUCTURES. .20` t lzzss. •- $d 24 i I ! ` + ` ' I' C. CONSTRUCTION & CONTROL JOINTS SHALL BE CONTINUOUS THROUGH ADJACENT LANES & z` z z oo ri .10 \ { WETLAND LINE EXTEND THROUGH INTEGRAL CURB. JOINTS CAN BE TERMINATED & OFFSET AT ISOLATION `V�� tzzaa12. / of Izz.9 �' tzz / / I: + ` (BY OTHERS) JOINS. IF REQUIRED, OFFSET CONTROL JOINTS 1.5 FEET TO AVOID ACUTE ANGLES OR '`V tzz.ee Imo' 122• ° nre 1zz.36 ,. 1z3.00 ` TOE OF i SLOPE ( SMALL PLACES OF SLABS AT CURVES. Ov / -• 122'35 �� \/ 125.25 2. CONSTRUCTION / CONTROL JOINS -ANY LARGE AREA OF CONCRETE SHALL BE PAVED IN 4 STRIPS OR LANES, EACH LANE SEPARATED BY A KEYED CONSTRUCTION /CONTROL JOIN. ALL 122 y5 �",, c I I PAVING LANES SHALL BE SUBDIVIDED BY LATERAL KEYED JOINTS RUNNING CONTINUOUSLY PERPENDICULAR TO PAYING STRIPS SPACED TO ALLOW SQUARE PAVEMENT SEGMENTS. OA ' MOO 121,85 Izl. � o -so \ CONSTRUCTION / CONTROL JOINTS MUST PROVIDE LOAD TRANSFER WITH KEYED JOINTS & STEEL /' Iz3.00 I Iz3.to ;�5 ,' + REINFORCING DOWELS CONTINUING INTO ADJOINING SLABS. '/ Iz22s / tzztl z3't yt0 - CO SERVATION, AREA $HALL REMAIN UNDISTURBED, I 1z1.61 2z:it iz '6j + AL CONSTRUCTION, ` DUMPING AND,. DISTURBANCE' A CONSTRUCTION / CONTROL JOINTS MAY BE HAND TOOLED WITH MAX. 0.25 INCH RADIUS. fzzso 1z3.z6 �p D 2".z4 I .61 - TO SOILS AND VEGETATION INCLUDING;`MOWING, tzz.lo 1 pry. .,1�4 ° lztso "mil tzoa6 y� \ BUILDING 1 1M'. 1z120 IRv. 1z136 123.15 6 s°-s, ` T MMING AND REMOVE SHALL BE PROHIBDED.` 3. CONTROL JOINTS - CONTROL JOINTS ARE SET IN THE CONCRETE SLABS TO PRE -ESTABLISH THE LOCATION OF CRACKS CAUSED BY DRYING, SHRINKAGE, OR THERMAL CHANGE. A CONSTRUCTION -r 1�10 t3 V% F.F.E. 123.25 123.zs t . S i 1. DEFINITION ALSO CONTROL JOIN. CONTROL 1199 tz3 oo I�z6 Iz3s A My fznos - �+ '� 1 JOIN AS DESCRIBED IN NOTE #2. ABOVE IS BY A 122.3° / V . Imo. izoa >• \'� IR 6 121.16 e6 fz3 6 i ' ' J( ,. JOINS AS DESCRIBED BELOW MAY BE USED TO REPLACE KEYED CONSTRUCTION JOINTS FOR LATERAL JOINTS PERPENDICULAR TO PAVING LANES IF APPROVED IN WRITING BY THE ENGINEER. \ B 122 58 1 pry. 120.65 1zz.41 z tzJ.oO B A' w. 1z1 °B MOOl� "P, i 5 12246 - ` + A DEPTH OF CONTROL JOINT SHALL BE ONE-FOURTH OF THE TOTAL SLAB THICKNESS (e.g. 1.5" FOR 6' SLAB). 1za10 \ •'.P 12320 \ , l IMI. 120J6+ 23.ii3.5e �I aco 1za:aT' / ` \ V ` rzrr. tz1a6 DI M.EO. 123.3i 1z3 e° / hz3.z6 +Tv , iz3�5li/ ;I:,I +z1.+a' \ y\.cc 5 IN•11OA TR•� tu.z0 \ I y..zzs I .. �n1""' 11z9�'.1 �''+`LAND UNDISTURBED BUFFER B. CONTROL JOINS SHALL BE FORMED BY HAND WITH 0.25 INCH RADIUS TOOL OR IF APPROVED BY ENGINEER, FORMED BY SAWING, SAWING OF JOINTS SHALL BEGIN AS SOON ,/ l 'f2a. • y, \ Iz3.za I F t23 izza /•°� .� ;�� lztso / 25' MIN: AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT SAWING WITHOUT RAVELING. 4. ISOLATION JOINTS - THESE JOINTS ARE USED TO ISOLATE BUILDING FOUNDATIONS, SIDEWALKS, °4 .E mv. ¢. fzzzo • %\ 1z3.t '1 126.J1 123.16 121.63 Izz.13 DRAINS, LIGN &SIGN BASES, &RETAINING WALLS LEAVING THE SLABS FREE TO MOVE 123.5t ` \ 123.Io � IZt.6 �' HORIZONTALLY &VERTICALLY. THESE JOINTS SHALL EXTEND THE FULL DEPTH OF THE SLAB & /. 12,3.6tf ,1232 21� ."t A 09 HOPE O2 56-6 r SHALL NOT ALLOW ANY LOAD TRANSFER ACROSS THE JOINT. 3alF of e" - 1z3.z °B A. ISOLATION JOINTS BETWEEN SLABS AT SOME GRADE SHALL BE FORMED WITH 0.25 INCH W2o \ pry. lzo2o t2z.0o 1m. 1zo.t6 I THICK NEOPRENE OR 0.50 INCH THICK ASPHALT IMPREGNATED FIBER FILLER WITH ItN. 121.16 M.BEON HYDROCARBON RESISTANT ELASTOMERIC FILL MATERIAL AS SEALER. ALL EDGES TO BE SitIe p°.� py II MEO f"' �• lzom nay. nerre 123.10 TOE OF SLOPE { + 100 YEAR FLOODPLAIN'LLNE HAND TOOLED WITH MAXIMUM 0,50 INCH RADIUS. 121.16 . 122.a0 12310 ' 11992 ,., GO / I / B. A SATISFACTORY ISOLATION JOINT CAN BE FORMED AT METAL BUILDING CURBS BY PLACING 1Sf•caecREtE ouw IW. V.I. . nrv. EL lszoo - C -- pry. Iz1 \ SWA4f / ! I / f / A STRIP OF CURING PAPER AGAINST THE METAL FORM & THEN PLACING THE FRESH CONCRETE AGNNST PAPER. THE EDGES OF THE SLAB SHALL BE HAND TOOLED WITH c4,�o°mns?u2 Inv, ,21.�s 06 ' � f WETLAND UNE MAXIMUM 50 NCHTMRADI ,1z1ao j IW t.6 A � I {� ` am 1 vsa.'' (BY OTHERS) o w w: is° / ,r\ 5• CAULKING JOINTS - ALL HORIZONTAL EXPANSION / CONTROL JOINTS SHALL BE SEALED WITH A 1 , (TREMCO THC-900 / THC-901 MULTI -COMPOUND) POLYURETHANE SEALANT COMPOUND OR 12n.10 °P' °5 ofi 115's \ EQUIVALENT. JOINTS SHALL BE PREPARED BY FOLLOWING MANUFACTURER'S RECOMMENDATIONS PRIOR TO SEALING. 120.60 T / ®SITE DRAINAGE KEYNOTES � f a / 1, CONSERVATION AREA SHALL REMAIN, UN SN BEO, P RR ALL DUMPING AND DISTURBANCE Dt. F.D.O.T. TYPE 'C" DITCH BOTTOM INLET PER INDEX No. 425-052, TYPICAL. r W s 7 \ f CONSTRUCTION, TO, SO LS AND VEGETATION INCLUDING;' MOWINV, TRIMir 0 AND REMOVE, SHALL 'BE RRONIBRED. D2. F.D.O.T. TYPE "D" DITCH BOTTOM INLET PER INDEX No. 425-052, TYPICAL - - D3. PERMANENT MARKER/SIGN TO BE INSTALLED AT EDGE OF WETLAND DENOTING CONSERVATION STATUS OF PROTECTED AREAS, TYPICAL (SEE DETAIL ON SHEET C-12) D4. CONNECT TO EXISTING STRUCTURE, INVERT 115.56t. REMOVE KNOCKOUT. D5. DOWNSPOUT CONNECTION WITH 5 LF OF 8' HP PIPE AT MIN. 1% SLOPE TO 114 a9 "° 11T HEADER PIPE. \. D5A 6" HE PIPE, 38 LF ® 19 SLOPE. D6, e" HE PIPE. 15 LF ®1% SLOPE. ' D7. 10" HP PIPE. 15 LF 0 1% SLOPE. / 1 D8. 12" HP PIPE. 15 LF ® 1% SLOPE. nioh -. D9, 18" HP PIPE. 21 LF ®1% SLOPE. DID. STORM CLEANOUT. • ®SITE GRADING KEYNOTES + 01, F.D.O.T. TYPE "III" SILT FENCE EROSION CONTROL BARRIER, TYPICAL ' SITE LEGEND / ` ` i DOUBLE SILT FENCE AI \., GRAPHIC SCE I,�,P -- PROPERTY LINE ' \_ \ G3 EROSION CONTROL BARRIER, TYPICAL. TIC _ _ _.--__-_-- ATCH EXISTING PAVEMENT GRADE. 04 MATCH d IV Stine by JEAN CONCRETE PAVEMENT ,'':: ,. ,, ABIDig-Ally ABI-AOUN �➢ DN: c US, o=FLORIDAPA ASPHALT PAVEMENT ENGINEERING GROUP INC. 1'ti - ou-A01410D00000172C8 /�•a"o CONSERVATION AREAS ..,.<. 078BF000OF7AE,cn=JEAN M ABI-AOUN ARE - WETLAND BUFFER AREAS 3 Date: 2021.10.14 15:36:27 f -04'00' Jn,'1Cj� uA6WHuzjzi BARKARITAVILLE PUD PRDIELTND. 20-172 .,z �tEyi`AAEENo E& 65 5�1� •' THIS 9W HAS SEEN ELECTRON I(ENGINSIGNED AND 5127S.Orange Avenue,Suite 200 PAVING, GRADING AND srgLE No 4s12B =* '* sEALEDer1ENGINEER),P.EOry OCOEE-TOMYN SELF STORAGE FACILITY FEGQENGINEERING FLORIDA ENGINEERING Orlando, FL 32809 1°=30' DATE * (DATEIDSGGA°IGITALSIGNA7HRE GROUP Phone: 407-895-0324 DRAINAGE PLAN AUGUST 06, 2o21 �' STATE OF :�� PRINTED COPIES°FTHIS DDCGAIENTARENOTCONSIDERED FINAL CONSTRUCTION PLANS Fax; 407-895-0325 SHEEP fiU �'•, �� ,C , �. P SIGNED AND SEALED AND THE OCOEE FLORIDA Engineering WWW.fe InC.US g DESIGNED BY JAA DRAWN BY wA CHECKED BY JAA APPROVED BY JAA C_8 z�i,�ss •RC C� G� P �Cu 13 SIGNANRECOIES, EDON At ELECTRONICC°F'ES' DATE REVISIONS BY CNEC'ItED i sHE6T 8 oF20 20-172 GO.,11 c- STRUCTURE TABLE STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT SD-1 TOP EL. = 121.00 18" (SP-1) TYPE C INLET FOOT STD. PLANS 425-052 INV. EL. = 118.10 SE TOP E 121.74 SD-2 INV. EL. = 118.00 NW 18" SP-1 ( ) 18" SP-2 ( ) TYPE C INLET FOOT STD. PLANS 425-052 INV. E. = II800 NE INV. EL. = 120.49E 6" PIPE SD-3 TOP EL. = 121.70 TYPE C INLET FOOT STD. PLANS 425-052 INV. EL. = 117.60 SW 15" (SP-2) 16" (SP-3) INV. EL, = 117.60 SE SD4 TOP EL. = 121.50 INV. EL. = 117.10 NW 18" (SP-3) 24" (SP-4) TYPE C INLET FDOT STD. PLANS 425-052 INV. EL. = 11T10 SE SD-5 TOP EL. = 121.50 INV. EL. = 116,60 NW 24" (SP-4) 24" (SP-5) TYPE D INLET FOOT STD. PLANS 425-052 INV. EL. = 116.60 S SD -a TOP EL. = 121.50 TYPE D INLET FDOT STD. PLANS 425-052 INV. EL. = 116.30 N 24" (SP-5) 24' (SP-6) INV, EL. = 116.30 SW SD4 TOP EL. = 120.50 TYPE D INLET FDOT STD. PLANS 425-052 INV. EL. = 115.67 NE 24" (SP-6) 24" (SP-7) INV. EL. = 115.57 SW SD-S-EX TOP EL. = 121.11t INV. EL = 115.56t NE 24" (SP-7) TYPE D INLET FOOT STD. PLANS 425-052 PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL START STRUCTURE END STRUCTURE SP-1 15" 22 0.5% HP PIPE SD-2 SD-1 SP-2 18" 105 0.49 HP PIPE SD-2 SD-3 SP-3 1B" 121 0.4% HP PIPE SD-3 SD-4 SP-4 24" 115 0.4% HP PIPE SD-4 SD-5 SP-5 24" 69 0.47. HE PIPE SD-5 SD-6 SP-6 24' 157 0.4% HP PIPE 513-6 SO-7 SP-7 24' 12 D.6% HP PIPE SD-7 SD-S-EX Digitally signed by JEAN M ABI-AOUN """"'° DN: c=US, o=FLORIDA "1� ,�"_ ENGINEERING GROUP INC., , on rn_°nrt Az<arrmrr.rsu, cu=A01410D00000172C8707 �ONA�E„ nmorv0.Ar 8BF000OF7AE, cn=JEAN M ABI-AOUN _$ Date: 2021.10.1415:35:56 -04'00' BARKARITAVILLE PUD " " 2O-S72 tE 11f16A EN°.E 5�� ''• THIS REM HAS BEEN ELECTflONICA1LY 51Gn'ED pND 5127S.Orange Avenue,Suite 20O STORM DRAINAGE STRUCTURE scuE N. 45,2E = SEALEDBY,ENGINEER,.P.E.ON OCOEE-TOMYN SELF STORAGE FACILITY FG c FLORIDA ENGINEERING 15 Orlando, FL32809 LEGEND AND PIPE CHART NOTED * 1* ; 01 (DAM) USIN'GA DIGITALSIGNATTRE DATE GROUP Phone; 407-895-0324 AUGUST O5, 2O21 !q :9', STATE OF &E PRINTED COPIES OTCO DOCUNIENTARE ARE NOTCONSIDEREO FINAL CONSTRUCTION PLANS Fax: 407-895-0325 SHEET r,D. .0. P,:�40 SIGNED ANO SEaLEDANDmE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY C—g "'i�lns�'" RQO•��,,�� 51GNANREMUSiBEVERIHEDON ANY ELECTRONIC COPIES, DATE REVISIONS BY CNEC&E OCOEE FLORIDA i Engineering www.feg-Inc.us g-' 1AA WA AAA JAA SHEET 9 DE20 �A "Situ t�A WI. CONNECT TO EXISTING 8" D.I.P. WATER MAIN WITH 8"X2" TAPPING VALVE AND SLEEVE. CONTRACTOR TO VERIFY LOCATION PRIOR TO STARTING WORK. W2. 2" C-901 DR-21 WATER MAIN, SEE PLAN FOR LENGTH, WZA. 1" C-9D1 DR-21 SERVICE LINE. SEE PLAN FOR LENGTH. -- - - W3. REDUCER. SEE PLANS FOR SIZE. W4. i" DOMESTIC WATER METER TO BE INSTALLED BY CONTRACTOR. DEVELOPER SHALL PURCHASE INVENSYS SENSUS METER. DEVELOPER'S CONTRACTOR IS RESPONSIBLE FOR SACKFLOW PREVENTER, W5. 1" DOMESTIC WATER REDUCED PRESSURE BACKFLOW PREVENTER TO BE INSTALLED BY CONTRACTOR. W6. 8" PVC C-900 DR-18 WATER DISTRIBUTION MAIN. SEE PLAN FOR LENGTH. W7. BEND W/ RESTRAINED JOINTS, TYPICAL. SEE PLAN FOR ANGLE. W8. TEE, TYPICAL, SEE PLAN FOR SIZE, W9. 8" (DDCA) DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH BY PASS METER AND MONITORING WATER SERVICE. W 10. FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE. TYPICAL, UNLESS NOTED OTHERWISE, FIRE HYDRANT TO HAVE 7,5' MIN. CLEARANCE ON FRONT & SIDES AND 4' MIN. CLEARANCE ON REAR SIDE. W11. COORDINATE CONTINUATION WITH PLUMBING AND ARCHITECTURAL PLANS. W 12. NOT USED. W 13. 6" PVC C-900 OR-14 FIRE UNE, W13A. 8" PVC C-900 DR-14 FIRE LINE. W 14. CONNECT TO EXISTING B" D.I.P. WATER MAIN WITH 8"X8" TAPPING VALVE AND SLEEVE. CONTRACTOR TO VERIFY LOCATION PRIOR TO STARTING WORK. WIS. 1" IRRIGAITON WATER METER TO BE INSTALLED BY CITY. DEVELOPER SHALL PURCHASE INVENSYS SENSUS METER. DEVELOPER'S CONTRACTOR IS RESPONSIBLE FOR BACKFLOW PREVEITER. WI6. 2" IRRIGATION SERVICE REDUCED PRESSURE BACKFLOW PREVENTER (BY CONTRACTOR). ?LF W17. 1" PVC WATER MAIN, BACKFLOW PREVENTER AND HOSE BIB FOR LIFT STATION WASH DOWN. B"X6WI B. FIRE DEPARTMENT CONNECTION, W 19. HOSE BIB. >3LF W20. B" CHECK VALVE. v�90� QSANITARY SEWER UTILITY KEYNOTES S1. REMOVE FORCE MAIN CAP AND CONNECT TO EXISTING 4" FORCE MAIN, S2. SANITARY CLEANOUT. TOP ELEVATION TO MATCH PROPOSED GRADE. SEE PLAN FOR INVERT, S3. SANITARY LIFT STATION. S4. BEND W/ RESTRAINED JOINTS, TYPICAL. SEE PLAN FOR ANGLE, S5. 2" PVC C-900 DR-21 FORCE MAIN SEE PLAN FOR LENGTH. S6. 5" PVC ASTM D3034 SDR26 SANITARY LATERAL. SEE PLAN FOR SLOPE AND LENGTH, S7. COORDINATE LOCATION WITH ARCHITECTURAL BUILDING PLAN. SB. 4"X2" REDUCER. S9. CONNECT TO EXISTING 4" PLUG VALVE. NEEDED FIRE FLOW FIRE AREA CONSIDERED: SELF STORAGE FACILITY TYPE OF CONSTRUCTION: TYPE II-B AUTOMATIC SPRINKLERS BUILDING: YES TOTAL GROSS FLOOR AREA: 103,788 NUMBER OF STORIES: 3 STORIES TOTAL FIRE FLOW: 4,750 GPI4 75%.FIRE SPRINKLER CREDIT: - 3.362 GPM -- - - REQUIRED FIRE FLOW: 1,188 GPM Digitally signed by JEAN M ABI- 1 . \ AOUN♦♦ DN: c=US, o=FLORIDA ♦\ ENGINEERING GROUP INC., ou=AO1410D00000172C87078BF 00OOF7AE, M ABI-AOUN cn=JEAN Date: 2021.10.14 15:35:06 -04'00' ��♦ CLEAN -OUT NOTE CLEAN -OUT TOPS SHALL MATCH SIDEWALK FINISHED GRADES OR DIRT GRADES AS APPLICABLE. ALL CLEAN -OUTS IN PAVED OR WALKWAY AREAS SHALL HAVE BRASS RING & PLUG TOPS. REFER TO DETAIL ON SHEET C-12 FOR CLEAN -OUTS IN TRAFFIC BEARING AREAS. ALL SANITARY CLEAN -OUT TOPS HAVE COVERS WHICH ARE IDENTIFIED AS "SANITARY UTILITY NOTES 1. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING UTILITY CONDITIONS TO INCLUDE LOCATING THE WATER AND SEWER SERVICES AND VERIFYING SIZES AND THEIR RESPECTIVE INVERT ELEVATIONS. THIS INFORMATION SHALL BE PROVIDED TO F,E.G, INC. FOR REVIEW AND VERIFICATION PRIOR TO ANY CONSTRUCTION, 2. PROVIDE A MINIMUM OF 3 FT, COVER OVER ALL WATER AND SEWER UTILITY PIPES, 3. OFFSITE WATER & SEWER INFORMATION OBTAINED FROM CONSTRUCTION DRAWINGS PREPARED BY PEGASUS ENGINEERING. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL EXISTING UTILITIES. 4. ALL ELECTRICAL, TELEPHONE, GAS, AND CABLE EQUIPMENT MUST BE PAINTED BLACK IF NET ON THE BUILDING. IF MOUNTED ON THE BUILDING, IT SHOULD BE PAINTED THE COLOR OF THE BUILDING. SANITARY SEWER STRUCTURE LEGEND c D E s-1 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT LIFT STATION TOP ELEV, = 122.96 TOP ELEV. = 122.92 TOP ELEV. = 123.00 INV. ELEV. = 119.25 SW INV ELEV. = 118.62 NE INV. ELEV. = 118.60 HE INV ELEV, = 118.62 SW BARKARITAVILLE PUD PRDIECT NO, 20-172 EL Pfj IgVJ�G �C < nNa ENE M6 S1'; THIS ITEM HAS BEEN ELECTRONICALLYSIGNEDAND 5127S,Orange Avenue,Suite 200 SITE UTILITY PLAN STALE No 45126 SEALED BY (ENGINEER), P.E. ON OCOEE-TOMYN SELF STORAGE FACILITY FG c ®FLORIDA ENGINEERING Orlando, DATE *? +' CATE)USING ADIGITAL5IGHATURE FINAL CONSTRUCTION PLANS GROUP Phone; 407-895-0324 Fax;407895-0325 AUGUST 06, 2D21 SREEND. _'DI ;¢ gip'. STATE OF ;YII� ;o.,,A PRINTED CDRESOFTHIS DOCUMENT ARENDT CONSIDERED S,GNEDAND 5AEDAND 4,E OCOEE FLORIDA Engineering WWW.feg-inc.us DESIGNED BY JAA DRAWN BY WA CHECKED BY JAA APPROVED BY JAA G`_'10 '�4F,S.(O RtQ.-' \�� 4�S%O""C�s`' SIGNATURE n1USTBEVERIFIEDON ANY ELECTRD,NICCOPIES. DATE REVISIONS BY CHEC'CED T sBEEr 10 aP 20 TIC 4N�13 2&172 UGIIVA,,g 130 130 130 130 129 129 129 0.5' HEAD CURB 129 128 128 128 7' a' 35.24' 22' 18, 5' 7' 128 I SOD SIDEWALK SOD/LANDSCAPE DRIVE AISLE PARKING STALL 1<d4dDC [RDDSCC*E 1' FLAT 127 t0' to' t5.ea' 127 127 HEAVY DUTY PAVEMENT ITDUTY PAVEMEITF Imp 127 LANDSCAPE SIYALE/SOD LANDSCAPE/SOD 126 BUFFER 126 126 126 V FLAT 1' FLAT 125 125 125 12' 123,10 123.20 2 BUILDING 1 BUILDING 1 124 123.10 DESIGNED BY OTHERS 124 124 122.75 122.91 122.19 123.00 DESIGNED BY OTHERS 124 123 M.E.G. 122.4D 2 F.F.E. 123.25 123 M.E.G. 123 121.76 122.71 122.10 122.50 09 F.F.E. 123.25 123 121.70 4_ 121.50 122.21-, o 1 377 122 122 122 77777 77, 122 121 121 121 _ 121 120 120 EXISTING GRADE 120 ExIsnlNc GRADE 120 119 119 119 119 118 I 118 118 I 118 117 I 117 117 I 117 116 116 116 116 115 115 115 wo 115 114 oz 114 114 az oD w0 114 HORIZONTAL 1" = 10' SECTION A -A HORIZONTAL 1" = 10' SECTION B-B VERTICAL 1" = 2' VERTICAL 1" = 2' 130 130 130 130 0.5' HEAD CURB 0.5' HEAD CURB 129 0.5' HEAD CURB 0.5' HEAD CURB 129 129 129 16.25' 25' 19.6, 128 9,62' 22' 4.6' 128 128 LANDSCAPE DRIVE AISLE SOD 128 SOD DRIVE AISLE LNUSGFY HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT SA 127 127 127 127 2' FLAT 126 126 126 2, FLAT 126 125 125 125 BUILDING 1 125 12310 122.30 BUILDING 1 DEIGNED DESIGNED BY OTHERS 123.10BY 124 124 124 F.F.E. 123.25 122.62 122.62 122.62 124 123 122.28 122.28 F.F.E. 123.25 123 123 122.22 122.22 123 121.78 121.7E -_ 1. 121.67 121.99 122 122 122 0 07 122 a 1 _ ov M.E,G. 1� 5 121 120.5Dt 121 121 �1 M.E.G. 121 i 6.50t 120 \-120 EXISTING GRADE 120 120 119 119 119 \\-ExISTING GRADE 119 118 118 118 118 Digitally signed by JEAN M 117 117 117 117 ABI-AOUN DN: c=US, o=FLORIDA 116 116 116 116 . `:�: .ti : ENGINEERING GROUP INC., ou=AO1410D00000172C8 115 115 115 115 F" e.� �.R 7078BF000OF7AE, n.p cn=JEAN M ABI-AOUN 114 114 114 114 ��.M„="n=� - Date: 2021.10.1415:34:33 HORIZONTAL 1" = 10' SECTION C-C HORIZONTAL 1" = 10' SECTION D-D VERTICAL 1" = 2' VERTICAL 1" = 2' -04'00' p��T1M I A61 gryry BARKARITAVILLE PUD PRD'ECTNO zavz �fl�"ti�o"'t� w "':; HIS REM HAS BEEN SIGNED ND SCALE NOTED OCOEE-TOMYN SELF STORAGE FACILITY FLORIDA C/°� ENGINEERING FG�71 ENGINEERING 5127S.OrangeAvenue,Surte200 Orlando, FL 32809 SITE CROSS SECTIONS .• NO 45128 .' v1 SLEALEDBYIEN6NEER).PE.ON DATE) °sINGADIGRA SIGNATURE DA E FINAL CONSTRUCTION PLANS GROUP Phone: 407-895-0324 Fax: 407-895-0325 AUGUST 06, 2021 i� i D'•, STATE OF 4!: �OT.•FV PRINTED COPIES OFTHIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSFHLEDANDTHE S.F.NO. Engineering the A �_ t 1 y PP'��/S� ��iP (CS' OR10•' (D�� SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY OCOEE FLORIDA r Future W1yW,feg-inc.us JAq WA JAA CAA.,,.Qu6V1�`s snEET 11 of 20 �C µu213 DATE REVISIONS BY CHECKED 20.172_CrossSeLU-9.,A9 2' DETECTABLE - WARNING AND2,f SIGN FTP-z1-o6 FTP-22-05 WHEELCHAIR BAR RAMP WHEEL STOP--- 6" BLUE Eh STRIPEo° 6" WHITE STRIPE 5' WHITE HANDICAP I, SYMBOL G,T//r 12' P;^ 6" WIDE X 12" DEEP CURB -DETECTABLE WARNING SURFACE PER FLORIDA BUILDING CODE 2017 n HAND LE 1 ° = 10'ICAP PARKING DETAIL -1 SCA (SAW JOINT C.J.) (E.J) (CS,J,) " BLUE STRIPE WHITE STRIPE ® KEYNOTES: 1. 8' PORTLAND CEMENT CONCRETE, MINIMUM 28 DAY COMPRESWE STRENGTH OF 3000 P.S.I. AIR ENTRAINED CONCRETE WITH FIBER MESH. (TYP.), 4" SLUMP MAXIMUM. 2. 12' SUBGRADE FREE DRAINING SAND COMPACTED TO 98% MAXIMUM DENSITY (AASHTO T-D 3. SAW CUT JOINT 4. #5 X 2'-0" LONG 0 24" O.C. 5. 1" X V-6" LONG SMOOTH DOWEL 0 18" O.C. 6. #5 X 2'-0" LONG 0 18" O.C. 7. METAL EXPANSION CAP. LUBRICATE AND CAP AT THIS END OF DOWEL B. JOINT FILLER HOLD DOWN 1 1/4" FROM SURFACE 9. GEOTExTnLE FILTER FABRIC IS" WIDE MINIMUM. T. PROVIDE 1/2" RADIUS ON ALL EXPOSED EDGES. 2. PROVIDE 1/2" PREMOLDED EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS OTHER CONCRETE PAVEMENT STRUCTURES. LIGHT POLES. ETC. io PMKNB BY olsaeLm PDair , ONLY 0 '5• PARKING BY o _,-DISABLED VPJL LETTERS 1 I SEWES'G' PERMIT ONLY i 5' 14'-0• x 3 1/2' x 3 @/R BOLT ON 1/B' THICK HOT DIPPED NOT OIPPEO bPOST CN-V. TRA EZgD ANCHOR AND V-CHANNEL POST BEND TO APP ROX.45 DEGREES SIGNS USED AS PER FLORIDA STATUTES FTP - 25. PER FS 316.1955, FS 316.1956 FOR SIGN POST ANCHOPJ G SEE DETAIL RIGHTORPPAVEMENTT SIDEWALK ORP VIEW NATURAL GROUND s GENERAL NOTES; I. TOP PORTION OF FTP-25 SHALL KAYE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER, 2, BOTTOM PORRON OF FTP-25 SHNL HAVE A �/' o REFLEGME WHITE BACKGROUND WHH BLACK 8 OPAOUE LEGEND AND BORDER. AIEo YPS 3. FTP-25 SHALL BE FABRICATED ON ONE PANEL O FTP - 25 6" n HANDICAP SIGN DETAIL FRONT VIEW C-1 NOT TO SCALE AC-SIGN-DEF-ORANGE CO.dn9 SEE SITE PLAN FOR WIDTH 1 O I 2,07. R 1/2" (TYP SECTION 30' MAX, CONTRACTION JOINT(C.J.) EXPANSION JOINT(E.J.) ®KEYNOTES 1. 1" DEEP 1/8'R TOOLED JOINT, 2. PREMOLDED EXPANSION JOINT FILLER STRIP & JOINT SEALER W/1/8-R TOOLED EDGES. 3. 6' COMPACTED SUBGRADE 4. 3000 P.S.I. GONG. W/FIBER MESH(TYP) 5. FINISHED GRADE (TYP.) 10 CONCRETE SIDEWALK SW-CONC-PS-PLAN.OWG JOINT SEALI. ASPHALT CONCRETE \ PAW .SEE PLAN. �1/2 EXPANSION JOINT AND PREFORMED JOINT FILLER 1. CONCRETE TO BE 3000 PSI WITH FIBER MESH. 2. PROVIDE 1/8' CONTROL JOINTS 0 10' O.C. 3. " PROVIDE EXPANSION JOINT WHERE CONCRETE CURB ABUTS CONCRETE PAVEMENT, CURB AND ANY FIXED STRUCTURE. n 6"x12" RIBBON CURB C-1 SCALE 1" = i� CURB-RIBBON-60 -JOINT SEAL 8" 3/4" (TYP) ASPHALT / CONCRETE PAVEMENT. SEE PLAN. t ,I *1/Z" EXPANSION JOINT AND PERFORMED JOINT FILLER. 1. PROVIDE 1/8" CONTROL JOINTS 0 10' O.C. 2. ' PROVIDE EXPANSION JOINT WHERE CONCRETE CURB ABUTS CONCRETE PAVEMENT, CURB AND ANY FIXED STRUCTURE. n HEAD CURB CURB-HEAD-DEr.dng ®KEYNOTES 1. MINIMUM HEIGHT OF CURB ABOVE PAVEMENT SHALL BE 6". REFER TO GRADING PLANS FOR ELEVATIONS. 2. PAVEMENT WEARING SURFACE. SEE PAVEMENT SECTION FOR DESIGN CRITERIA. 3. PAVEMENT BASE. SEE PAVEMENT SECTION FOR DESIGN CRITERIA. 4. PAVEMENT SUBBASE. SEE PAVEMENT SECTION FOR DESIGN CRTERIA. 5. 3000 PSI CONCRETE WITH FIBER MESH, TYPICAL. 6, 6" COMPACTED SUB -GRADE TO 0 LEAST 95% OF THE MODIFIED PROTOR MAXIMUM DRY DENSITY VALUE (ASTM D-1557, A45KTQ T-180). ,1 SIDEWALK W/ MONOLITHIC CURB C-1 SCALE 1" = 1' a»3 e w HH �Hi j-J-�'HjH ka0 ��ro11.1 I��11"T'11) p .T., 1411-A ns�.IT n WHEELCHAIR RAMP -STRAIGHT C-1 N.T.5, SW-HC-RAMP-FDOT-DET2.dW zz (� (SCREW DOWN°IMT.)�� d b 660 0 0 0 0 maC rtn mr GWR6 RAMP DETECTA9IE WARNAW DENNL n CURB RAMP DETECTABLE WARNING DETAIL C-i NOT TO SCALE HIGH INTENSITY REFLECTORIZED MATERIAL REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION C-1 ,2 R1- TO SC1 ALESTOP SIGN DETAIL NOT 4" 5'-5" Sj" N 4, 1- L-C2 n rN ATEE BOLTRECOMMENDEDE INDEX8`8MAXIMUM PIPE SIZE. 201 3'-1" WALL - 24' PIPE " PLAN 4'-1" WALL - 35" PIPE BARS 2 O.C. 15' MAXIMUM. SEE INDEX No. 201, Sh. 4 & 5 FOR SECTION REINFORCING MODIFlCATIONS FOR DEPTHS 13' TO 15'. ,3 F,D,O.T. TYPE "D" INLET DETAIL C-1 SCALE 1" = 5' INLET-TYPE-D-DEr.dng O 0 MEYNOTES 1. 1-1/2" MINIMUM, TYPE S ASPHALTIC CONCRETE. 2. 6" UMEROCK BASECOURSE (LBR = 100) OR SOIL CEMENT (300 PSI DESIGN OR EQUIVALENT) OR CRUSHED CONCRETE. 3. 12" STABILIZED SUBGRADE (FBV = 75) IF A UMEROCK BASE IS USED OR A SUBGRADE COMPACTED TO 98 PERCENT OF THE MATERIALS ASTM D-1557 MAXIMUM DRY DENSITY IF SOIL CEMENT IS USED AS BASE MATERIAL ASPHALT -PAVE -SECT -LIGHT DUTY-LIMEROCK OR SOIL ®KEYNOTES 1. 2" MINIMUM, TYPE S ASPHALTIC CONCRETE. 2. 8" UMEROCK BASE (LBR = 100) OR SOIL CEMENT (300 PSI DESIGN OR EQUIVALENT) OR CRUSHED CONCRETE. 3. 12" STABILIZED SUBGRADE (FBV = 75) IF A UMEROCK BASE IS USED OR A SUBGRADE COMPACTED TO SIR PERCENT OF THE MATERIALS ASTM D-1557 MAXIMUM DRY DENSITY IF SOIL CEMENT IS USED AS BASE MATERIAL. n MEDIUM DUTY ASPHALT PAVING SECTION �_1� NOT TO SCALE ASPHALT-PAVE-SECT-HEAVY-UMERDCK-ALISOILCEMENT,, 3'-4" q" 3'-4" 5j" 2j" 2j' 2, N 2 CLIR RATE EYE BOLT RECOMMENDED SEE INDEX MAXIMUM PIPE SIZE No. 201 PLAN 3'-10" WALL - 24" PIPE N P PEO p4 BARS ®12" O.C. 15' MAXIMUM. SEE INDEX No, 201, SIR. 4 & 5 FOR SECTION REINFORCING MODIFICATIONS FOR DEPTHS 13' TO 15'. ,4 F.D.O.T. TYPE "C" INLET DETAIL C-I SCALE 1" = 5' INLET-TYPE-C-DET.dng SOO REFER TO F.D.O.T. INDEX 300, CONCRETE " BUMPER GUARD FOR DESIGN CRITERIA 3 Ot s MiN PAVED AREA UNPAVED AREA . 0 4 4" DIAMETER FERRULE 4-r C OR #4 REBAA, 18 LONG (TWO PER GUARD RAD FINISH CE 18"IDEA WITH PLUG. 3 O 5° MAX. 5/8" OR 3/4" FINISH GRADE ®KEYNOTES / 1. 6" PERVIOUS CONCRETE PAVEMENT (15% VOID RATIO). 1"�a 2. 6' #57 STONE (40% VOID RATIO). COMPACTED TO AT LEAST 989 OF THE MODIFIED PROCTOR W�:M� CONCRETE PILLARMAXIMUM DRY DENSITY VALUE (ASTM 0-1557, AASHTO T-180). OT LES r 1/4' PITCHED OPnCAST OR RUBBED 3. 12' SUBGRADE COMPACTED TO ATLEAST 95% OF THE MODIFIED THAN D 30' j PROCTOR MAXIMUM DRY DENSITY VALUE (ASTM D-1557, AASHTO T-180). SOD 6" 5' MIN., i6 WHEEL STOP DETAIL • ' PERVIOUS CONCRETE PAVING SECTION E SCAE _ WHL-STOP-DEf.dW 1/8 BEND 18 � Nor ro scALE Digitally signed by JEAN M F ABI-AOUN na DN: c=U5, o=FLORIDA SECTION PLAN ,,, ` ' ENGINEERING GROUP INC., ( ou=AO1410D00000172C8 NOTES mR' 7078BF000OF7AE, 1. LETTERS REFER TO FA.O.T. DESIGN STANDARDS "DIMENSIONS AND QUANTITIES CHART' ON INDEX NUMBER 272. - "^' cn=JEAN MABI-AOUN 2. REFER TO F.O.O.T. INDEX No. 272 FOR ALL DESIGN CRITERV" TYPICAL TE- NEWS SEWER CLEANOUTS NOT IN PAVEMENT SHALL HAVE CONCRETE - °�"� "°"''`�'"""v Date: 2021.10.1415:33:36 COUNT 18'x18"x4" AROUND THOR TOPS AND MUST BE INSTALLED -04,00I 3. PLACEMENT OF ENTRANCE BARRIERS SHALL BE ACCORDING TO F,D.O.T. DESIGN STANDARDS. AND ADJUSTED TO FINISH GRADE AT THE RIGHT-OF-WAY/ PROPERTY LINE. 15 F.D.O.T. MITERED END SECTION ,7 CLEAN OUT DETAIL C-1 NOT TO SCALE MFS-DEr-WO-BARS-2SCALE-GEO.dng C-1 N.T.S. sM-srinn-aFnrwr-oErd ��YTY�ry11 TI ��dd BARKARITAVILLE PUD PROTECT M1'O. 20-17z EL M'G1 �y,� NjC. 'CE ThMYEN..E1�bOC 5; THIS REM HAS BEEN ELECTRONICALLYSIGNMANG 5127S.Orange Avenue,SURO200 SITE CONSTRUCTION DETAILS SCALE : No 45128 = ' SEALEDBYIENGIN'EERI.P.EDN OCOEE-TOMYN SELF STORAGE FACILITY ENGINEERING FE� ®ENGIN A Orlando, FL 32809 (1 OF 2) NOTED *? b1 ra DAE,USING ADIGITA SIGNATURE PRINTEDCOPIES OFTHIS D Te FINAL CONSTRUCTION PLANS GROUP Phone; 407-895-0324 Fax; 407-895-0325 AUGUST06,2021 OY, STATE OF :�V/`� DOCUMENTARENOTCONSIDERED SIGNEDANDSFALEDANDTHE SHEETND, BY CHECKEC OCOEE, FLORIDA EnglneeringtheFuture www.feg-Inc.us g DESIGNED DRAWNBY CHECKEDBYAPPROVEDBY �1",C,T (i_1.2 SHEET 12 CF20 ,'� sqTSf�1 �0R�pQ .�1a\?,,� ifC[us37dd."oA ANYEIECTROGNATURE INICTCOFESIFIEDON DATE REVISIONS Approach Length AS Requred 4;;— 4" Min. Filter Fabric Type D-1, Undex No. 199 TRANSITION DETAIL CONSERVATION AREA NO DUMPING, LAND CLEARING OR OTHER DISTURBANCE TO SOILS OR VEOETATION PERMITTED BEYOND THIS POINT EXISTING GRACE. c 2' EN 15' Or 30' = A94re9ote � 5/1:4 `� ape to Oroi� (0.! -•y Filter Fabric 22 "CONSERVATION AREA" SIGN DE -I NOT TO SCALE SIGN -CONSERVATION -ORANGE CO-' TO 6e 51 bilized As Required SECTION AA Qosed On Flow Md Grade Digitally signed by JEAN M ABI- �a; AOUN DN: c=US, o=FLORIDA ENGINEERING GROUP INC., ou=AO1410D00000172C87078 BF000OF7AE, cn=JEAN M ABI- n W AOUN a,3 Date: 2021.10.14 15:32:54 nn. „aa -04'00' BARKARITAVILLE PUD OCOEE-TOMYN SELF STORAGE FACILITY FINAL CONSTRUCTION PLANS OCOEE FLORIDA , FLORIDA.+ ENGINEERING EG GROUP Engineering En ineerin the Future 5127 S. Orange Avenue, Suite 200 g Orlando, Phone: 407-895-0324 Fax: 407-895-0325 www.feg-Inc.us SITE CONSTRUCTION DETAILS (2 OF 2) 2a17z < TM EN�.E oe No 4BT2B : r' I .w �O••, STATE OF 4�4 ��T,•F P:,�`, ;CS <�•�e' 44, ,` yl/J1 dun ft�� TRISREMRASBEEN ELECTR MIEN INIGN GANG SEAI-EONICALLNEEF),DAND (DATE DCOPE OF THIS POINTED COPIES OTCO DOGMENT ARE NOT CONSIDERED BIGNEDAND SEALED AND THE SICNANRE MUST BE VEFIFIEDON ANY ELECTRONIC COPIES. scALe NOTED DA AUGUST 06, 2021 SHEEr NO. C-13 sREET 13 or 20 DESIGNED BY DRAWN BY CNEJNAEAD BY APPROVED BY DATE REVISIONS 8Y CNECNED s CRY OF OCOEE j � peu+p mlirecF CITY OF OLOEE a F,a Mt+an1E'O Mill ®mmmmmm �mmmmmmm ®m0®0® I®o0mmmm ®00000m �0000®® U'VCNNu.,. ANR,k� =M BARKARITAVILLE PUD FLORIDA E—TOMYN SELF STORAGE FACILITY ENGINEERING FINAL CONSTRUCTION PLANS ` GROUP OCOEE, FLORIDA Engineering the Future r. Ic m Cm OF OCOEE ` ET 2 -of OCOEE pa��ery5ca�� 5127 S. Orange Avenue, Suite 200 Orlando, FL 32809 Phone: 407-895-0324 Fax: 407-895-0325 www.feg-Inc,us CITY OF OCOEE STANDARD UTILITY DETAILS DESIGNED BY I DRAWN BY 1 DHEDNED BY JAA WA JAA AUGUST 06, 2021 SHE NO, 30VED BY C_14 JAA sHEET' Or 20 )i b iI Cm OFOGOEE ,r�ccnaa � Y 1•ytu-�tl[l s� Digitally signed by JEA� M ABI-AO N 1 ON: c U o=FLORIDA ENGINEERING �—. GROUP I�1C., -�• ou=A01 > .* n7RRrn IOD00000172 87 nP7AF rn-1F N MABI-A UN " Date: 20 1.10.1415:11 04'00' i Cm OFOCOEE umz _ 111111 IIIIItltl S[NE r, — OAYM.,t THIS BEM HAS BEEN EI ELECTRGM ALLYSIGNEDAND NO 45128 SEALED BY (ENGINEER), P.E. ON •:* (DATE) USING A DIGITAL SIGNATUR'. R PRINTED CDPIEB OF THIS STATE OF DOCUMENT ARENOT CONSIDERED SIG ELECTRONIC RE MUST VERIFIED ON ANYEDANDSEALEDMIDTHE ANY COPIES. SCOPE: Supply one complete H-20 GP Pre -Fab Lift Station, per design. Pumps shall be capable of pumping domestic & commercial sewage. Complete system shall be supplied by: RILEY & Company, Inc. Sanford, FL 32773 (Ph. 407-265-9963) NO SUBSTITUTIONS - NO ALTERNATES The H-20 Load Rated Fiberglass Wetwell Must Be Manufactured By L.F. Manufacturing, Giddings, Texas, Which Includes A Written 20 Yr. Warranty. Certification of the wetwell H-20load rating must be supplied with submittals. H-20 certification must be signed and sealed by an engineer registered In the State of Florlda. After the H-20load rated wetwell has been Installed, the ASTM Certification Number and Serial Tracking Number must be visible. PUMPS: Submersible pumps shall be HOMA Model GRP44/3, The grinder pumps shall be installed In the H-20 LP FRP wetwell utilizing a dual slide rail system. The pumps shall be capable of pumping materials normally found in domestic and commercial sewage. Stator winding shall be open type with Class F insulation and shall be heat - shrink fitted into the stator housing. The use of pins, bolts, or other fastening devices Is not acceptable. A heat sensor thermostat shall be attached to the top end of the motor winding and shall be connected In series with the magnetic contactor coil In the control panel to stop motorif winding temperature exceeds 140 C., but shall automatically reset when the winding temperature returns to normal. Two heat sensor thermostats shall be used on three phase motors. The pump motor shaft shall be AIS1420 SS threaded to take the pump impeller. Upper & lower mechanical seals shall be Tungsten Carbide vs Tungsten Carbide. DUPLEX CONTROL PANEL: To insure complete unit and warranty responsibility the electrical control panel must be manufactured and built by the pump supplier. The pump suppliermust be a TUV (UL508A CERTIFIED) manufacturing facility, with a minulmum of 10 years history in the manufacturing of electrical control panels. The Enclosure shall be NEMA 4X, minimum 30" high x 30" wide x 10" deep fiberglass with 5 point latching system. The enclosure shall have external mounting feet to allow for wall mounting. The following components shall be mounted through the enclosure: 1- ea. Red Alarm Beacon (Light) 4"x 4" Minimum Diameter 1- ea. Alarm Horn (minimum 95 DCB) 1- ea. Generator Receptacle w/ weatherproof cover(SCM460 -UL 1686) i- ea. Alarm Silence Pushbutton The back panel shall be fabricated from .125, 5052-H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. The following components shall be mounted to back panel: 2- ea. Motor Contactors 1- ea. Volt Monitor (1 Ph) Phase Monitor (3 Ph) w/2 N/O & 1 N/C Contacts 1- ea. Control Transformer (480 Volt Only) (Min. 500VA) I- ea. Silence Relay Module 1- ea. Duplex Alternator wl Pump Selector Switch 1- ea. Model RCBB5AH Battery Back -Up wl Smart Charger For The High Level Alarm System 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 7- ea. Grounding Lugs 1- ea. Seal Failure Relay The inner door shall be fabricated from .080, 5052-H32 marine alloy aluminum. The inner door shall have a continuous aluminum piano hinge. The following components shall be mounted through the inner door: 1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker 1- ea. Mechanical Interlock For Emergency And Main Breakers (UL Listed) 2- ea. Short Circuit Protectors w/Auxiliary Contacts 1- ea. Control Circuit Breaker 2- ea. Seal Failure Indicator Lights 1- ea. Hand -Off -Auto Selector Switches 2- ea. Pump Run Pilot Lights 1- ea. Power On Pilot Light 2- ea. Elapse Time Meters (Non-Resetable) 1- ea. GFI Duplex Convenience Outlet RILEY chi Company, Inc. (H-20 GP) io/BATTERYBAClr UP FOR AUDIO AND VISUAL ALARMS PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY 92 GPM TOP OF WETWELL 123.00 PRIMARY TDH 143 'TDH INLET INVERT 118.60 PUMP MANUFACTURER LIBERTY HIGH LEVEL ALARM (HLA) 118,60 PUMP MODEL # RCLGVI 0 2nd PUMP ON (LAG) 118.25 R.P.M. 3450 1st PUMP ON (LEAD) 117.75 HORSEPOWER 10.0 PUMPS OFF (OFF) 117.25 IMPELLER DIAMETER 7.0" BOTTOM OF WETWELL 115.00 ELECTRICAUVOLTS/PHASE 230V/3 WETWELL DIAMETER 1 54" FULL LOAD AMPS/ PER PUMP 37.0 PUMP DISCHARGE SIZE 3" NnTF.,S 1. Water service with hose bibb and reduced pressure backfiow preventer to be Installed near lift station. (See Electrical Riser Illustration) 2. System shall be operated and maintained to provide uninterrupted service as required by DEP Chapter 62-604,500. 3. Approved Operation & Maintenance Manual(O&M) shall be kept available for operation and maintenance personnel 4. A weather resistant emergency contact sign shall be installed at the lift station and made visible to the public (Lettering shall be min. 2" In height. 5. INSPECTION & TESTING: A factory representative shall be provided for a one (1) time start-up and shall have complete knowledge of the proper operation and maintenance for the complete lift station package. * ELECTRICIAN NOTES: 1. DRAWING NOT TO SCALE * 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES * 3, ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS * 4. ELECTRICIAN TO INSTALL SWITCH DISCONNECT & LIGHTNING ARRESTOR • S. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT 6, NEUTRAL TO BE SUPPLIED FOR 230V-3 PHASE OR 230V-SINGLE PHASE POWER. SWITCH DISCONNECT (BY ELECTRICIAN) CONTROL PANEL - GENERATOR RECEPTOR MODEL UL 1686 SCM IZE:0 GALVANNIZED UNISTRUT 3/4" HOSE BIB 314"GALV. RISER SLEEVE REQUIRED TO WATER SUPPLY12JI =� J GROUND NOTE: ROD REDUCED PRESSURE(RPZ) BACKFLOW PREVENTER TO BE INSTALLED IN WATER SUPPLY LINE TO LIFT STATION "FEBCO WATTS" (OAE) ELECTRIC METER OR PULL POWER FROM BUILDING -2" CAPS - LIGHTNING ARRESTOR FIELD MOUNTED BY ELECTRICIAN 3-SEAL-OFFS (2") BY ELECTRICIAN PUMP POWER CABLES (2" CONDUITS) FLOAT SWITCHES IV' CONDUIT) T' RIGID ALUMINUM POSTS CONCRETE AROUND POSTS i.i 12" DIA. x 24" DEEP TO SERVICE LOCATION (VERIFY wl POWER CO,) ELECTRICAL RISER FOR ILLUSTRATION PURPOSES ONLY C ALUMINUM COVER w/ (LOCKABLE) /// FIBERGLASS WETWELL ///�� FIBERGLASS VALVE BOX (LOCKABLE) ACCESS HATCH / H-20 LOAD RATED / EMERGENCY PUMP -OUT / w/ 20 YR, WARRANTY / w/ BALL VALVE S.S. HINGES — 2.5" SS (0-100 PSI) PRESSURE GAUGE wl SHUT-OFF VALVE VENTS �� W IIWI"��" "F "—'^""" j \—ISOLATION PLUG VALVE NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" 0 SEE ELECTRICAL RILEY & COMPANY RISER 3" ACTIVATED CHARCOAL FILTER VENT 3- (2") FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS, COMPOSITE WATER -TIGHT 31656 INLET SLEEVE w155 NUTS ElEnac & BOLTS U"N 6" INLET H A FIELD INSTALLED 48"- BASIN ANTI -FLOTATION FLANGE�, 1 CONCRETE BASE SLAB AS PER 72 SPECIFICATIONS W/ #4 REBAR 18" O.C. 2" x 6" INTEGRAL FRP BOTTOM SUPPORTS ALUMINUM CHECKER PLATE COVER wi HATCH (LOCKABLE) Z S BOXP)RALG LUGS11 PIPINGNGS ALUMINUM CHECKER PLATE HATCH (LOCKABLE) FRP VALVE COVER 4a1.. I- r I- nccc z 4" x 2" g REDUCER o m LCAST-IRON 4" F.M. PLUG VALVE INTEGRAL FIBERGLASS SLOPE CAST-IRON FLANGED PLUG VALVE -IRON FLANGED CHECK VALVE (L&W) ZL HDPE SDR11 W/ HEAT FUSED CONNECTIONS SLIDE RAILS 1" SCHAD AISI 304SS PIPE 4.00 CU. YDS, REQ'D TO PREVENT FLOTATION POUR BASE SLAB AND BALANCE OF CONCRETE AROUND WETWELL MAKING A MONOLITHIC POUR WETWELL BOTTOM BOLT & SUPPORT DETAIL PUMP DISCHARGE BASE — MIN. 1/2" DIA. x 3" SS 2" x 6" INTEGRAL BOLTS WELDED TO A FRP "C" CHANNEL IT' x 18" x 1/4" ) BOTTOM SUPPORTS SS ANCHOR PLATE EMBEDDED IN FIBERGLASS Digitally signed by JEAN M ABI- AOUN ON: c=US, o=FLORIDA ENGINEERING GROUP INC., ou=A0141QD00000I72C87078BF00 0OF7AE, cn=JEAN M ABI-AOUN Date: 2021.10.14 15:18:07-04'00' BARKARITAVILLE PUD`"'°�" 20-172 �� DtTM E No, E �6 5 '" THIS ITEM HAS BEEN ELECTRONICALLY SIGNED 5127 S, Orange Avenue, Suite 200 LIFT STATION DETAILS SCRE N. 45128 '• 5 AND SEALED BYiENGINEED,P.EON OCOEE-TOMYN SELF STORAGE FACILITY c FGGFLORIDA ENGINEERING Orlando, FL32809 NOTED °A� DATE,USING ADIGRA SIGNATURE. FINAL CONSTRUCTION PLANS GROUP Phone: 407-895-0324 Fax: 407-895-0325 AUGUST 06, 2021 e; 1¢ '�'• 6TATE DF D: :,OT.•,� PRIMED COP I ES OF THIS DDWMEN ARE NOT CONSIDERED SIGNED AND SEALED AND TI{E sHSBr No. OCOEE FLORIDA r Engineering ng the Future www.fe I g-'nc.us DESIJ NEED BY DR WAN BY CHEJn: BY APP� BY C-15 SHEE 15 OF 20 P;�W^,Q FS �°•RQ �Q"^^ 4�, task fCrtist7ld. , ON ANYELE SIGNATUREMUSTCOPIES, ANY ELECTRONIC COPIES, DATE REVISIONS BY CHECNEC ORNAMENTAL LOUVER FIBER CEMENT FASCIA, — SOFFIT $ TRIM FIBER CEMENT BOARD $ BATTEN SIDING STONE SILL— GOOSENECK LIB FIXTURE CANTILEVERED AWNING ALUMINUM W/ OFFICE 12 SLOPED PARAPET 49' S" �S METAL ROOF PANEL FIBER CEMENT BOARD$ 12 BATTEN SIDING EIFS ICI M 12 TOWER 5� ------ 48'--21/4" HIGH PARAPU \-�' HIGH SAVE 42'-10 114" CANTILEVEREDMETALWNING \ \ '--INSULA AWNING HM DR ED 3 INSULATED HM DOOR HIGH SPEED ALUM.$ ACRYLIC ROLL UP DOOR 80LLARD .,as Rw " ACRYLIC ROLL UP DOOR FINISH LEGEND SW 7004 Snowbound 01MLocator Number. 256-C2 _ 3RD FLOOR F.F.E. 20'-0" F 2ND FLOOR F.F.E. l _ iB'-0" — —STONEVENEER FRONT (WEST) elevation 61 SCALE - 1/9'•T-0' SW 0055 Light French. Gray SW 7757 Hlgh Reflective White Locator Number. 256-Cl REAR (EAST) [elevation • ARCHITECT TIMOTHY KURMASKIE AIA, NCARB 1919 Washington St Phone. 919-846 1600 Far 919.846-9404 ARCNITFCTSKT COM rrE onas5-�ncs um osssn sawm qFE >HE rnoPEary x E as 0cnas. raE TCT To — on use orm e —TvvmmourmE ncEreEe�oov rrese s oirts seTU,-1%ero rEani:anwr InacxnE r icinomr mrtu+>s+�E uq nur�el P�A0 O� W (1) Uj N CUB° Q >� O O LU J Z O 0 Z V }W ap 0,0 GNU) O OU-j �- W LU Scale Project Reference Numbers Architect's Project No. 200035 Drawn By: NK REVISIONS DATES PHASE ISSUED PRELIMINARY 09/01/2021 BUILDING ELEVATIONS SHEET NUMBER A5.1 FINISH LEGEND b"D T • SW 7004 Snowbound S6'74455 „ Locator Number. 256-C2 Light French Gray a- �� •" - '� High Reflective White ', ' • • " - - ' • ° Locator Number. 256-Cl METAL ROOF PANEL FIBER CEMENT BOARD 8 BATTEN SIDING SLOPED J PARAPET ARCHITECT C11\CHITECT TIMOTHY _ B1i/ —TOWER '-244" — KURMASKIE rnl° P42a7; �r, X r AIA, NCA" LOW PARAPET — - — — — — — LOW EAVE —, 38'-D .G 1030 Wnshmg1Gn51 HORIZONTAL PBR 1 IZo eig , I 276 5 FIBERCEMENTFASCIA, Phnne; 919-046.1600 METAL PANEL F,,� 919 846-94114 EIFS SOFFIT 8 TRIM ARCHITECTNKT.C-OM �, s-" '! 1MEOM' 5-.ON EHOWN ARETIE PRCPERtt 0RD FLOOR FF.E.. oraaclRrfcrrvwmmr .A.E, Aq naRR. n�f vfR s-1— —„ �,. TANmV,INFRIN^..FJt_FMOF 1MESf RGM99EVelECiTO HORIZONTAL 28-D' pBR. lEou anon METALPANEC OOBENECK LIGHT IARMrtECTTUOMrY1RlusR�, -u+el FIXTURE 2ND FLOOR EF.E �18'A° .�'id� A G� , ,,"• CANTILEVEREDMETAL �� NG co STONE SILL STONE VENEER FINISHED FLOOR0_0 _ - _ `%-•-=-»'+ �`�� " INSUL. HM DOOR VERTICAL PBR METAL ALUMINUM STOREFRONT PANEL SIDE (NORTH) WINDOWS elevation , 6CALE 0' METAL ROOF PANEL SLOP ED_PARAPET 49'-5" FIBER CEMENT BOARD& BATTEN SIDING TOWER_ 48'-2114" MID PARAPET _ 42-7 1r2" FIBER CEMENT FASCIA LOW PARAPET SOFFITB TRIM - _—�!4' —� LOW SAVE EIFB t 3RD FLOOR F.F,E------------ r 28' 0 sw HORIZONTALPSR GOOSENECK LIGHT "`�"'-~ .METAL PANEL FIXTURE - 2ND FLOOR F.F E.� CANTILEVERED METAL AWNING ALUMINUM STOREFRONT WINDOWS STONE SILL - STONE VENEERS , INSUL. HM DOOR METAL PANEL W WWI Q Uow &0, 'o m O 0 W Z LL 5Z()a }w O 0 C) J U. '..� W 0" in 2- Scale Project Reference Numbers Architect's Project No. 200035 Drawn By: NK REVISIONS DATES PHASE ISSUED PRELIMINARY ii 0910112021 BUILDING SIDE (SOUTH) ELEMA FIONS elevation SHEET NUMBER ALE A5.2 COPY OF ADVERTISEMENT Date Published and Media Name [ 2B The West Orange Times Thursday,December 23, 2021 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING OCOEE-TOMYN SELF STORAGE FACILITY AKA PET PARADISE AKA BARKERITAVIII.F PUD PRELIMINARY/FINAL LARGE-SCALE SITE PLAN CASE NUMBER:LS-2021-010 NOTICE IS HEREBY GIVEN,pursuant to Article IV,Section 4-3A.(3)(b),of the City of Ocoee Land Development Code that on TUESDAY,JANUARY 4,2022, AT 6:15 P.M.or as soon thereafter as practical,the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers located at 150 North Lakeshore Drive,Ocoee,Florida,to consider the Preliminary/Final Large-Scale Site Plan for Ocoee-Tomyn Self Storage Facility aka Pet Paradise Ma Barkeritaville PUD.The property identified is parcel number 31-22-28-0000-00- 050.The subject property is approximately 8.13 acres in size and is located on the east side of Tomyn Blvd.(Windermere Rd.),and approximately 1,517 feet north of the Tomyn Boulevard(Windermere Rd.)and Roberson Rd.round-about The pro- posed use is for a three-story 34,969 SF Self-Storage Facility adjacent to the Pet Paradise. Interested parties may appear at the public hearing and be heard with respect to the proposed action.The complete case file,including a complete legal descrip- tion by metes and bounds,may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida,between the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday,except legal holidays.The Ocoee City Commission may continue the public hearing to other dates and times,as it deems necessary.Any interested party shall be advised of the dates,times,and plare of any continuation of these or continued public hearings shall be announced during the hearing,and no further notices regarding these matters will be published.You are advised that any person who desires to appeal any decision made at the public hear- ings will need a record of the proceedings and,for this purpose,may need to ensure that a verbatim record of the proceedings is made,which includes the testimony and evidence upon which the appeal is based_ In accordance with the Americans with Disabilities Act,persons needing a special accommodation or an interpreter to par- ticipate in this pr.n:eeding should contact the City Clerk's Office 48 hours in advance of the meeting at(407)905-3105. 21-04797W December 23,2021