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HomeMy WebLinkAboutItem #16 Arya Independent Living Preliminary/Final Large Scale Site Plan; Project No: LS-2018-007 ()coPP ,for as AGENDA ITEM COVER SHEET Meeting Date: August 7, 2018 Item # 1(p Reviewed By: Contact Name: Michael Rumer, City Planner Department Director: Contact Number: 407-905-3100 x1018 City Manager: Rob Fran 0---'16 Subject: Arya Independent Living Preliminary/Final Large-Scale Site Plan Commission District# 3 — Richard Firstner BACKGROUND SUMMARY: The subject property is located on the north side of Roberson Road approximately 627 feet east of Tomyn Boulevard (Windermere Road) intersection. The property is approximately 10.47 acres in size of which approximately 2.45 acres are designated as wetlands/flood zones. The subject property consists of a vacant and undeveloped land fronting on Roberson Road. The Future Land Use designation for the subject site is "Low-Density Residential" and "Conservation/Floodplains." The requested "Independent Living" use is consistent with the Future Land Use element and zoning (R- 1AA) district. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE/ EXISTING LAND USE/ZONING JURISDICTION North Low Density Residential & "LDR" & "Conservation/Floodplains" Conservation/Floodplains/City of /PUD "Planned Unit Development" Ocoee ("Pet Paradise") East Low Density Residential & "LDR" & "Conservation/Floodplains" Conservation/Floodplains/City of /PUD "Planned Unit Development" Ocoee (Wesmere Subdivision Conservation Tract) South Recreation and Open Space/Orange Recreational Park/P-D "Plan County Development" (George Bailey Park) West Low Density Residential & Legacy Lifestyles ALF Conservation/ ISSUE: Should the Honorable Mayor and Board of City Commissioners approve the Preliminary/Final Site Plan for Arya Independent Living? DISCUSSION: The Preliminary/Final Site Plan will consist of a four-story 203,000 square feet 148 unit Independent Living Facility (55+ age restriction). As shown on the Preliminary/Final Site Plan, the facility will have only one main access point at Roberson Road. This main entrance will be aligned with the existing George Bailey Park entrance across Roberson Road. In addition, a 220 feet left-turn lane into the site will also be provided for an adjacent ALF / Memory Care facility. The applicant will be dedicating a 20 feet wide tract of land to the City of Ocoee for future right-of-way along Roberson Road. Consistent with City policy, the wetlands/flood zones and associated upland buffers will not be developed and will be dedicated to the City. Water, sanitary sewer, reclaimed water (when available), solid waste and police & fire protection will all be provided by the City of Ocoee. Finally, the Applicant has requested one Waiver from the Land Development Code for this project. The waiver request is to permit a maximum height of 53 feet in lieu of the 35 feet by code. The proposed Arya site is located adjacent to the Legacy Life Styles ALF/Memory Care facility about to break ground. The facility is three-story 112,269 square feet 120 beds Memory Care/Assisted Living. The two projects provide for a unique opportunity to age in place or to have a spouse live next to someone needing daily care. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on June 28, 2018, and reviewed the Preliminary/Final Site Plan for Arya Independent Living Facility. There were several technical issues to be addressed from the City's Planning Division, Engineering Department and Utilities Department that were identified in written staff comments and/or presented verbally. All of these items were discussed, and changes to the plans were agreed upon. When the discussion was finished, the Committee voted unanimously to recommend approval of the Preliminary/Final Large-Scale Site Plan. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission (P&Z) reviewed the proposed Preliminary & Final Subdivision Plan for Arya Independent Living on Tuesday, July 10, 2018. The P&Z voted unanimously to recommend approval of the Preliminary & Final Subdivision Plan. RECOMMENDATIONS: Staff recommends the Honorable Mayor and City Commission approve the Preliminary & Final Large- Scale Site Plan for Arya Independent Living Facility. Attachments: Location Map; Zoning Map; Aerial Map; Preliminary/Final Large-Scale Site Plan for Arya Independent Living Facility; Legacy Life Style Site Plan Legacy Life Style Elevation FINANCIAL IMPACT: N/A 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 0 N/A Location Map Arya Independent Living ED. ). 03+ cV C Ilkt iL Warri r RoadtiF aure ���9 1 --0 _� c 4 I _ vim14` rOttP ' i - ( ) • id - 4' (1,-, -/ w i ,, ,, fi t i - f ., . • -van * . 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Hp mi IE, • . .,i: , se *4_2, / 'cl') ' N . 0 ri 4011. o4-Ai , co 0 13 W F t dcYoo . , • o r, >4 .7r. 03 p aCO _ O n'Py5 • j ,!;• . t o _ L.) (1) 'IP: 213111:11; 1 or ,/,›p 31 I '". .# 4, CO eaTo !_, Iv I ,. r (t.*.. .. peon aaaw ruiM L1; 0 4,04:1V (tri i to le r-- '� / 7 LEGAL DESCRIPTION: A PORTION OF THE SOUTHWEST K OF THE NORTHWEST X OF SAID SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA BEING MORE PARTICIR.ARY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SOUTHWEST 1( OF THE NORTHWEST K OF SECTION 5, TOMNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN NORTH 8975'68' EAST, ALONG THE SOUTH LINE OF THE SOUTHWEST 9 OF THE NORTHWEST N OF SAID SECTION 5, A DISTANCE OF 1321.84 FEET. TO THE SOUTHEAST CORNER OF SOUTHWEST 1( OF THE NORTHWEST 9 OF SAID SECTION &. THENCE RUN NORTH COVD'1B' WEST, ALONG THE EAST UNE OF THE SOUTHWEST 1( OF THE NORTHWEST N OF SND SEC7ION 5, A DISTANCE OF 30.00 FEET. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ROBERSON ROAD, SAID POINT ALSO BEING THE POINT OF BEGINNING: THENCE RUIN SOUTH 8975'56" WEST, ALONG THE SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 640.00 FEET; THENCE LEAVING SAN NORTH RIGHT-OF-WAY LINE. RUN NORTH 0OV9'28" WEST. A DISTANCE OF 200.02 FEET: THENCE RUN SOUTH 89'59'36" EAST. A DISTANCE OF 368.32 FEET; TI4NCE RUN NORTH OBW'00", A DISTANCE OF 15.30 FEET; THENCE RUN NORTH 0077'13" EAST. A DISTANCE OF 727.61 FEET; THENCE RUN NORTH 8975'56" EAST, A DISTANCE OF 281.85 FEET, TO A POINT ON THE AFORESAID EAST UNE OF THE SOUTHWEST ',( OF THENORTHWEST 11 OF SAID SECTION 5; THENCE RUN SOUTH 00'09'18" EAST, ALONO THE SAID EAST UNE A DISTANCE 115100 FEET, TO THE PONT OF BEGINNING. CONTAINING 10,29 ACRES MORE OR LESS PROPOSED WAIVER SHEET NAME BUILDING HEIGHT COVER SHEET A WAIVER FROM LDC ARTICLE 5-14(A)(TABLE 5-2) IS REQUESTED TO ALLOW FOR A BOUNDARY & TOPOGRAPHIC SURVEY MAXIMUM BUILDING HEIGHT OF FIFTY THREE (53) FT IN LIEU OF THE THIRTY FIVE (35) SYMBOLS AND ABBREVIATIONS FT. } JUSTIFICATION 1`) THIS CODE SECTION IS INTENDED TO PROTECT SINGLE FAMILY USES BY REGULATING SITE PLAN BUILDING HEIGHT OF BUILDINGS IN CLOSE PROXIMITY. THE PROPOSED BUILDING IS OVER UTILITY PLAN FOUR HUNDRED FIFTY (450) FT FROM THE NEAREST SINGLE FAMILY RESIDENCE LOCATED DRAINAGE PLAN TO THE EAST, APPROXIMATELY THREE HUNDRED FIFTY (350) FT FROM THE ROBERSON GRADING PLAN ROAD RIGHT OF WAY TO THE SOUTH, THE PROPERTY IS BORDERED BY WETLANDS TO EROSION CONTROL PLAN THE NORTH, AND AN APPROVED ALF FACILITY KNOWN AS LEGACY LIFESTYLES SENIOR VEHICULAR ACCESS PLAN HOUSING OF OCOEE TO THE WEST. THE SURROUNDING WETLANDS PROVIDE A CONSTRUCTION DETAILS SIGNIFICANT BUFFER WHICH COMBINED WITH THE LARGE SEPARATION, AID IN SCREENING CONSTRUCTION DETAILS THE BUILDING FROM MEW. ^ ^ ^ ^ ^ ^ ^ ^ _.�, Lti✓ CONSTRUCTION DETAILS INDEX OF SHEETS SHEET NO. SHEET NAME COVER COVER SHEET 1 — 4 BOUNDARY & TOPOGRAPHIC SURVEY SY-1 SYMBOLS AND ABBREVIATIONS NT -1 GENERAL NOTES OV -1 OVERALL SITE PLAN ST -1 SITE PLAN UT -1 UTILITY PLAN DR -1 DRAINAGE PLAN GR -1 GRADING PLAN EC -1 EROSION CONTROL PLAN VA -1 VEHICULAR ACCESS PLAN DT -1 CONSTRUCTION DETAILS DT -2 CONSTRUCTION DETAILS DT -3 CONSTRUCTION DETAILS DT -4 CONSTRUCTION DETAILS CD -1 CITY OF OCOEE DETAILS CD -2 CITY OF OCOEE DETAILS LS -01 LANDSCAPE PLANS LS -02 LANDSCAPE DETAILS IR -01 IRRIGATION PLANS IR -02 IRRIGATION DETAILS E16.03 SITE PLAN PHOTOMETRICS E16.04 SITE LIGHTING PLANS ARCHITECTURAL BUILDING ELEVATIONS PRELIMINARY/FINAL SITE PLANS FOR ARYA PARCEL ID: 31-22-28-0000-00-005 SECTION 31 TOWNSHIP 22 SOUTH, RANGE 28E 934 ROBERSON ROAD CITY OF OCOEE, FLORIDA FOR GUPTA GROUP LLC 5200 VINELAND ROAD, SUITE 200 ORLANDO, FL 32811 PHONE: 407-529-3090 IMAD E N MOORHEAD : STOKES, CIVIL ENGINEERS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 NOTE ALL ELEVATIONS IN THIS PLAN SET ARE BASED ON VERTICAL DATUM NAVD 1988 PROJECT TEAM MEMBERS: DEVELOPER/APPLICANT GUPTA GROUP LLC CONTACT: VISHAAL GUPTA 5200 VNEL ND ROAD. SUITE 200 ORLANDO, FL 32811 PHONE: 407-335-4744 VGUPTABPARKS W AREHOMESCOM CIVIL ENGINEER MADDEN, MOORHEAD & STOKES, INC. CONTACT: DAVID A STOKES, P.E. 431 E HORATIO AVE., SUITE 260 MAITLAND. FLORIDA 32751 PHONE: (407) 629-8330 DSTOLESGUADDEN-ENG.COM 0' SURVEYOR KLE SURVEYING AND YAPPING CONTACT: BILL EWOT. PLS 121 BURNS AVENUE LONGWOOD, FL 32750 PHONE: (407) 402-233, WCELUOTSURVEYOGMAILCOM UNIVERSAL ENGINEERING SCIENCES, INC. CONTACT: GUY RABENS. P.E. 3532 MAGGIE BLVD. ORLANDO, FL 32611 =2 SOUNIVERSALENCINEERING.COM UTILITY COMPANIES: SEWER- CITY OF OCOEE CABLE, BRIGHTHOUSE NETWORKS 150 N. WfESHORE DRIVE 644 MAGUIRE ROAD OCOEE. FL 34761 OCOEE. FL 34761 407-605-3100 407-532-8509 WATER: DAS CITY OF OCOEE LAKE APOPKA NATURAL GAS DISTRICT 150 N. LAN SHORE DRIVE OCOEE. FL 34751 1320 WINTER GARDEN M ELAND RD WINTER GARDEN. FL 34787 407-605-3100 407-656-2734 ELECTRIC, DUKE ENERGY E TELEPHONE EN6AR0 425 E. CROWN PONT ROAD P.O. BOW 770339 WINTER GARDEN. FL 34787 WINTER GARDEN. FL 34777 407-905-3303 407-614-5351 REUSE - CITY OFOCOEE 150 N. LAKESHORE DRIVE OCOEE. FL 34761 407-605-3100 VICINITY MAP `,o�KESI*(Ib o h4 ® i' �Ilnnlu\ SITE►-! M ��'. ,�wn� r....`i►..'` ,,mss RM Schedule B-11 exceptions: 2. Capacity Enhancement Agreement by and between the School Board of Orange County, Florida, Emerald, LLC, o Florida limited liobilily company, and School FHnancin9 CansorUu LLC, a Florida limited lability company, recorded Januo•y 24, 2007, In 01fdd Records Book 9079. Page 107, of the Public •¢cads of Orange County, Florida- (BLANKET COVER ENTIRE STE). 3. Ordinance No. 2010-028 (Mn elca Iran Ordinance far Pari Sgucle) recorded November N Noer 5. 2010. 011,clal Records Book 10130, Page 995, of the Wbllc record, o1 Ocnge County, Flor Wa. (BLANKET COVER ENTIRE SITE). 4. Odlnonce h'o. 2010-029 (Zm'ng Ordinance far Park Squore) recorded November 5, 2010. in Off la' r Florida A. 4. Or Book 10130, Page 1001, of the public records of Orange County, (BL NKET COVER ENTIRE STE). 5. Mnemnq Agraemenl by and between the City of Ocoee, o Florida municlpol corporation, and V ,,k WHlere and Educatkn Foundatkn, Inc, a Florida corporation, recorded November 9, 2010, n Official Records Bode 10131. Page 5162, of the publL records of Orange County, flofida. (BLANKET COVER ENTIRE SITE). 6. Eosernenl Agreement and Resvicliw C- ­t "moon Legacy Lifestyes Ocoee PrII LLC, o Delawore ;'united Ilab'llly cenp-y, and V.ek Investment Ca porallon, a Florida ofporation, recorded v Febory 18, 2016. as Inalrument No. 20160085381, of the public record, of Orange County, Florida. (UES ON-STE AND OFF-SITE AS SHOWN ON SHEET d OF 7), 7. Recorded Notice o1 E ental Resor: ce Permit receded as CIerk's 1 -1 --No. 2 01 6 031 32 2 6, of the Public records of Cronge County, Florko. (BLANKET COVER ENTIRE STE) SHEET INDEX SHEET 1 COVER PACE SHEET 2 BOUNDARY SURVEY SKEET 3 EASEMENT DETAILS SHEET 4 TOPGRAPHIC AND IMPROVEMEHIS SHEET 5 OFF-SITE TOPOGRAPHIC AND IMPROVEMENTS SHEET 6 TREE LOCATIONS SHEET 7 TREE CHART LEGAL DESCRIPTION. A parlim of the Swlhwesl 1/4 of the Northlvesl 1/4 of said Section 31, Township 22 South, Range 28 East, Orange County, Florida, being more rc.,Uculan, dI-,bsd as follows: Commence of the Southwest comer of Southwest 1/4 of the Northwest 1/4 of Secllon 31, Township 22 South, Range 28 East, Orange County, Florida; the nri run North 89'35'56" East, along the South line of the soulhwe,t 1/4 or the Northwest 1/4 of sold Sectt_ 31, o distance of 1321.84 feel, to the Southeast wrner of Southwest 1/4 01 the Northnesl 1/4 of said Section 31; thence run North 0009'18 1Yes1, ,fang Ihe East line of the Swlhwesl 1/4 0l the No -t l 1/4 01 said Section 31, o distance of 30.00 fast. to o point an the North right -of -nay Ino of Roberson Road; thence run South 89'35'56" West, along the so d North right -o[ -way line. a distance of 640.OD feel, to the Polit of Beginning; thence leodng so7,d North rlghl-of-woy he, run North CO'09'2B West. o distance of 400.11 feet; thence n South 89'59'38" East, a distance of 368.32 feet; thence run North 08'36'00' East, a diet once of 15.36 feel: Ihence run North 110'37'13" East, a dislonce or 712.40 feet; thence run South 89'35'56" West. 0 distance of 398.15 feel; thence run South 00'09'18 East, a distance 1125.00 IeN to a polnl an the aforesaid North rIght-al-w-oy Line; thence run North 89'35'56' East. along the sold North right-ol-way line, a dr o tante f 20.00 feet to the Point of Beg[nning. LE55 AND EXCEPT ME FOLLOWING A part[- of the Swlhwesl )( of the Northwest )( of Section 31, TOwns.nip 22 South, Range 28 East, Crange Cwnly, Florida, being mo a p.rti-I.ly described - fall - Commence of the Swlhwesl cor r of Southwest F of the N,dhwest 1/4 or Section 31, To-sNp 22 South, Range 28 East, Orange County, Florida; thence run North 8935'55" East, along the South line If the Swtheesl 1/4 of the Nor - 1/4 of said Seclim 31, Township 22 South, Range 2B East, Orange County, Thna, o ddance of 661.84 feel to a porn l; Ihence leaving acid South Ihe, n North 00'09'18 West, a d'slon- of 30.00 feel 10 Ihe Paint of B,grnn g, also being o point an the Nath right-of-way Ifne of Robs -Road; thence leaving said North right-of-noy line, continue North 00'09'28' Wes(, a distance of 20.00 feet; thence run North 89'35'56' East, a distance of 20.00 feel; thence run South Dl East, a distance o1 20.00 feel to a p, - thea1,,,s.id No,th right-of-way line; Ihence run South 89'35'56' West. olong the aforesaid North right-of-way line. o d'slance of 20.00 feel to the Paint of Beginning. ABBREVIATION & SYMBOL LEGEND.• I. CIL - DENOTES CENTERLINE 14. INV. - DENOTES INVERT 27. F.D.O.T. - DENOTES FLORIDA DEPARTMENT OF TRANSPORTATDN 2. P.O.B. - DENOTES PONT OF BEONNING 15. C - DENOTES CHORD 26 Yp0 - DENOTES FIRE HYDRANT 3. P.O.C. - DENOTES PONT OF COMMENCEMENT I& C.8. - DENOTES CHORD BEARING 29. Z - DENOTES LIGHT POLE 4. O.R. - DENOTES OFFICIAL RECORDS BOOK 17. EP - DENOTES EDGE OF PAVEMENT 30. k+ - DENOTES HANDICAP PARKING SPACE 5. ELEV. - DEN07ES ELEVATION 1& (M) - DENOTES DISTANCE MEASURED IN THE FIELD 3t. - DENOTES CONCRETE 6. P.C. -DENOTES POINT OF CURVATURE 19. I.D. -DENOTES IOENTIFlCATION 32. QS - DENOTES SANITARY SEWER MANHOLE 7. P.C.C. -DENOTES PONT OF COMPOUND CURVATURE 20. T245 - DENOTES TOWNSHIP 24 SOUTH S]. ( - DENOTES FLOOD LIGHT 8. P.T. -DENOTES PONT OF TANGENCY 21. R28E -DENOTES RANGE 28 EAST 34. T - DENOTES SIGN 9. W.L. - DENOTES UNDERGROUND WATER UNE 22. PGS. - DENOTES PAGES 35. - DENOTES GAS VALVE 10- R.W.L -DENOTES UNDERGROUND RECLAIM WRIER UNE 23. PC, DENOTES PAGE 36 - DENOTES WATER VALVE 11. O.U.L. - DENOTES OVERHEAD UTILITY LINES 24. P.B. -DENOTES FLAT BCge - 37 O DENOTES STORM DRAINAGE MANHOLE 12. E.L. - DENOTES UNDERGROUND ELECTRICAL LINES Z5. (A) -DENOTES ACTUAL 3b. iC>' - DENOTES WOOD UTILITY POLE 13. T.V.L -DENOTES UNDERGROUND CABLE T.V. ONES 26. (0) -DENOTES DESCRIPTION SURVEY NOTES: 1. 'NOT VAIUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER'. 2. BEARINGS SHOWN HEREON ARE RELATIVE TO INE SOUMWESTERLY RICHT-OF-W'AY UNE OF NARCOOSSEE ROAD AS BEING NORM 49'50'14' %EST AS SHOWN PER THE PLAT OF LAKE NONA COMMERCIAL CENTER A REFLAT, ACCORDING 70 THE PLAT THEREOF AS RECORDED IN PLAT BOOK 35, PAGES 3 AND 4. OF THC PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA AS SHOAN PER THE OESCRPTION. 3. THE "LEGAL DESCRIPTION" HEREON WAS WRITTEN BY THE SURVEYOR PER THE CUENVS REQUEST. Y H RECORD INFORMATION 4. UNLESS OI HER ASE OTED, ALL ECC 0 CN SHOWN H=IS BASED AN INFORMATION CONTAINED REO IN THE O AND W OF TITLE E FIRST CLIENT. TITLE INSURANCE COMPANY. OIAPANY GATED JANURARY 17 2017 AND WAS PROVIDE DY 141E CLIENT. 5. A11_ BEARINGS AND DISTANCES SHO'AN HERECN ARE PER MC DESCRIPTION AND ARE CORRECT AND IN AGREEMENT WITH THE FOUND AND SET MONUMENTS AS MEASURED IN THE FIELD UNLESS OTHERWISE NOTED - 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) CCMMUNITY PANEL NO. 12095r'0220F EFFECTIVE DATE: SEPTEMBER 25. 2009 THIS PROPERTY UES IN ZONE jL & 'A' LYIJG BOTH INSIDE & OUTSIDE THE FLOOD 20NE. 7. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. B. THIS BOUNDARY SURVEY MEETS OR EXCEEDS ME HORIZONTAL CONTROL ACCURACY OF A SUBURBAN SURVEY 1/7500. 9. TOPCC4IAPHIC ELEVATIONS AND IMPROVEMENTS ARE BASED CH FIELD WORK, AS DANE IN THE FIELD ON NOVEMBER 30, 2012, 10. ELEVATIONS SHOWN HEREON ARE BASED ON ME NORTH AMERICAN VERTICAL DATUM OU 19BO AND SAID ELEVATIONS ARE BASED ON BENCHMARKS SUPPLIED BY ORAHC{ [p:JNTY SURVEY CEPMTAIENT AND ARE AS FOLLOWS: FOUND 2' ALUMINUM OSK MARKED 0 L9MO10 IN CIL OF LEAL SD_TWAU( ACROSS MEDIAN AT o ME INTERSECTION OF ROBERSON RD. AND WESMERE PARKWAY. ELEVATION = 126.762 (NAVE '6B) b. FOUND ALUMINUM DISK MARKED if L1472028 IN SOUTHEAST CORNER OF SG, BOX CONCRETE PAD. ON THE SOUTHWEST CORNER Or STON'EYBROOK W£ST PATHWAY, AD'MNDERMERE RD.. ELEVATCQ 123.917 (NAVD '88) CERTIFY CORRECT TO, CI(y of Ocoee Shulfi HE LI 7- & Wile- P.A. H21 WC,d Henderson Legacy Llfestyes Ocoee Properly LLC, a Der -ore limiled liability company First American TIUe Insurance Carnpany N m x SURVEYORS CERTIFICATE• I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY & TOPOGRAPHIC SURVEY OF ME HEREON DESCRIBED PROPERTY IS TRUE AND CCRRECT TO THE REST eZAP yOYAEDGE. INFORMATION AND BELIEF AS SURVEYED IN THE FIELD UNDER ANY DIRECT16IC qv 2., Q0, 2017. I NRTHFA CER11 THAT THIS BOUNDARY & TGPOCRAPHIC SD RVLLY MEET$;,�lIF -fAND1[HDS 00 PRACTICE AS SET FORM IN RULE 5J-17 OF ME FLORIDA AOAll NIS7RATI VE CDIOE q,4' 9Y. ql� FLORIDA BOARD OF o PROFESSIONAL SURVEYORS AND MAPPERS PURSUANY %9iAN1� 472.027. DATE: 1/23/16 71 . C. ;OTT, P,'S: 2 PROFESSONPL SURVEYOR & MAPPER _ FLORIDA REGISTRATON NO. 5599 U �a i o o � - a U I W � I diol 0 I a� d��a`a ani N J t, C L - C J 2 LU W my x (JD '0 W JO �- N W _U Z = oOfa O y Z -0 O O O O N Z N W N 7 O m0 d C) �GO0 OZ Z CC 3: Q Q � 2 M Z FO � W N V ` a00 ww n Vg2go c CO d_0 �X0 C0 0 .a,w 0 9 m o w be y J e PROJECT No.: 17-do' FIELD DATE: 1/20/17 DRA'AN DATE: 1/23/17 SCALE: N/A CHECKED BY, 'ICE DRAM BY: WC E. ♦ SHEEI ■ OF 7 I Nom- "- GRAPHIC SCALE ( IN FEET ) 1 Inch = 50 (L I AREA OF FLAG I p, 0. B. LOT EASEMENT ONLY i wr OFFICIAL RECORDS DOCUMENT rF" I a PROPOSED FUG LOT EASEMENT, WATER MAIN, 0201600&5381 unnHrxr SAIRTARY SEWER EASEMENT k ELECTRICAL UTILITY EASEMENT t� OFFICIAL RECORDS DOCUMENT #20180065351 _ S 00'08'18' E 1125.00' (M) -_ L5� rore"w° yxxxxxxxXxxx.(/./.h •L4, "fix x.T cess t••/vv..�nniww�h/..380.11'Ti�r,h/.r. N 00'09'28' W 400.11' \ �BOV RETENTION OAREA EASEMENT OFFIC .�RECORDS DOCUMENT , A PROPOSED WATER MAIN, HER,$ SANITARY SEWER EASEMENT \\ \ \• m I % @ ELECTRICAL UTILITY EASEMENT to OFFICIAL RECORDS DOCUMENTn y v l QG1600B5351 i y 4 p PROPOSED PROPOSED WATER 4NN 10e Z I UAIENT SIGN 4 INGRESS, EGRESS, cA IAREA OFETq RECORDS DOCUMENT ENTRY EASEMENT I4600653BI OFFipAIM i �� Y77 T. N ��! Y J$ m I"^ Yx f �/ PROPOSED . 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I x� ./ �< q Yi �v ✓ v\ �51. 6A/'e°Fresv �Z7:I08{7600' E p:r sie-3war N 00'3713 E 712.40' ser s��s-.cw `>,�/.�j7i ce°° se 1 re`ss /\yjl C to p v I p I K �} KkS x \h/ 1 I W;VEnI ` VaV 5 <] 1125.00' (M) _ _ -- covrtvn — — — N 00.08'18' W — — — — 1155.00' (M)cere sxx cr Kee A - uxrt: a sx n o= rma r. or x g ncn e -nix � nw s-mz_ u: GRAPHIC SCALE ( IN FEET ) 1 Inch = 60 TL c } <�` :' •° 0,0_0' rots s� az E1 � ' ss cro •ra u S -12l MA TCH LINE \ SHEET SHEET 3 OF a 1425.00' (M)_ 1155.00' (M) / OI I 4 om I I I FI , 1 I it Il I -, .:V / •eNE11-AND 2 I/ .••�-rj -e DONT G: 0.28 S CRSS lA / r s � m � I m o - a' lo � I x W i\ Q O U -p N _J �: C E J 0 U >1(L �o�o W JO 0- a I N ¢ � � I U Z Z j O O v) o , 0_NZ O 0 C) 0 z m3a O Q � I Z z Z O m N I m w ^ C ° �Q Q�z o Q. jNiN F W� N •� < Up vim.. .0 'o=a= ED J a n` W �I w ` U y rE77 PROJECT R°.: nyvA•s FIELD DATE: 1/20/17 MR DATE 1/2.3/17 SCALE- CHEIXED BY: N'.C.E. III DRAWN BY: w W.CE. SHEET 4 OF 7 I ¢ \\ i LINE TABLE i \ •nd r LME I LENGTH I BEARING 1 1:,.1: P•0•B_,= , ms��+u —� g � � � swsc"w ,o�, 1. \\ ,,�. 'cal"rnE�•' '/ ! c`" sD�N %x e��i3i°2. \ \ 1 � I i � avoir / l ¢e = ly..x A_ ?=�a•:; i S 00'09'18' E 11250b'(MY n sero final / LB nE>a -- a 1 380.11' gr sk ;Aw �— - " .\ �5 _ 1jD5-00' (NW _ a _ _ _ / a\ . A 00'09'28 4bO.11' \ -5 11 - „6.> u 4LTIT'v \ 8 \ ,• \ /1 \ g nEvl . p I' - I �� N a j �p✓' I u s/o' e� \ n/3../12 K: e. 1'\'';: `� D e`' _ \ • .. p.' I F \\ l"CON'' 11E8 -AHD i 1 0.12 f ACRES ,= FLOOD ZONE 'X' I PER FEMA MAPS • A I / /1 __ E�G 639 c } <�` :' •° 0,0_0' rots s� az E1 � ' ss cro •ra u S -12l MA TCH LINE \ SHEET SHEET 3 OF a 1425.00' (M)_ 1155.00' (M) / OI I 4 om I I I FI , 1 I it Il I -, .:V / •eNE11-AND 2 I/ .••�-rj -e DONT G: 0.28 S CRSS lA / r s � m � I m o - a' lo � I x W i\ Q O U -p N _J �: C E J 0 U >1(L �o�o W JO 0- a I N ¢ � � I U Z Z j O O v) o , 0_NZ O 0 C) 0 z m3a O Q � I Z z Z O m N I m w ^ C ° �Q Q�z o Q. jNiN F W� N •� < Up vim.. .0 'o=a= ED J a n` W �I w ` U y rE77 PROJECT R°.: nyvA•s FIELD DATE: 1/20/17 MR DATE 1/2.3/17 SCALE- CHEIXED BY: N'.C.E. III DRAWN BY: w W.CE. SHEET 4 OF 7 I El .ai I I[I 'mac I I y122-,-122- ' F r — x;,{21 - ` T '' c � jj1 I I I v. I[I 'mac I I y122-,-122- ' F r — x;,{21 - ` T '' c � jj1 I I gni ^.61 s12�-; BERSON ROAD (PUBLIC RICHT-OF-WAY VARIES PER COUNTY RECORDS) PAVED ROAD - ROBERSON ROAD (PUBLIC RIGHT-OF-WAY VARIES PER COUNTY RECORDS) PAVED ROAD N GRAPHIC SCALE n IN FEE, ) i eh = 50 IL ` I I y122-,-122- - _�', x;,{21 - - '' I I m i ! to m i„ i 0 I o U i � 'n z 0 a to m <1 ll <-I Vl -J 0 Jam+ C co —1 Oa U >,a U W my e J 0 o Q. N Q vJ � U aQ a�� Q. o Z O V) Z Of N W V 0 moa 00 -V)� o3a 10 Q 16 Z -7 J o c U w ^ C o z ,` nM Z Q j n N F `° m0vW oZoZ CN fn � Z :e w y J W PROJECT Ho ne vw w. MW WE: 1/20/17 DRAWN DATE'. 1/23/17 SCALE = 3d CHECKED BY: W.C.E. ORI.'AN BY: 'N.C.E- SHEET 5 OF 7 % m 9 Z O I g a' U N b Q D CU N J 41 v- E J CL 0 U LO T� 3 U p +' W pYy � .� °�o�p_ J OU p 4 a U z 00 O � FYQ O �l Z7w O O F O � T a z w�(D OmO a 0 �=w cn c0 roozz 0a �Oo Q � Z � J o O 1, m ti n Ot C z n Zo Wig C CM c`i3z u=—i C ^� .� zm ` U rl�lo PRMCT Flo.' Ila-YaTF-w, FIELD DATE: 1/20/17 DRAWN OATS: 1/23/17 SCALE: I' 30' CHEMO BY: W.C.E. ORAW I BY YI.0 E. SHE�6.1 jlo TREE CHART POINT POINT POINT TREE TYPE TREE TYPE TREE TYPE NUMBER NUMBER NUMBER 20111 BAY TREE 14" 20075 PINE TREE 12" 20092 PINE TREE 16" 20059 BAY TREE 30" 20079 PINE TREE 12" 20096 PINE TREE 16" F 20025 BAY TREE 6" 20083 PINE TREE 12" 20200 PINE TREE 16" 20151 BAY TREE T' 20067 PINE TREE 12" 20206 PINE TREE 16" 20038 BAY TREE 8" 20093 PINE TREE 12" 20198 PINE TREE 17" 20089 BAY TREE 8" 20095 PINE TREE 12" 20003 PINE TREE 18" 20154 MAGNOLIA 16" 20105 PINE TREE 12" 20064 PINE TREE 18" 20150 OAK TREE 10" R 10" 20120 PINE TREE 12" 20097 PINE TREE 18" 20103 OAK TREE 11" 20124 PINE TREE 12" 20051 PINE 'FREE 19" 20139 OAK TREE 12" 20128 PINE TREE 17' 20024 PINE TREE 20" 20094 OAK TREE 19" 20014 PINE TREE 13" 20044 PINE TREE 20" lo 20060 OAK TREE 20" 20039 PINE TREE 13" 20048 PINE TREE 20" 20081 OAK TREE 24" 20041 PINE TREE 13" 20047 PINE TREE 21" 20078 OAK TREE 24" 20102 PINE TREE 13" 20109 PINE TREE 24" 20158 OAK TREE 24" 20026 PINE TREE 14 20046 PINE TREE 30" 20159 OAK TREE 24" 20052 PINE 'FREE 14 20027 PINE TREE 6" 20202 OAK TREE 30" 20081 PINE TREE 14 20029 PINE TREE 6" 3 20201 OAK TREE 4" 20064 PINE TREE 14 20036 PINE TREE 6" 20153 OAK TREE 40" 20065 PINE TREE 14 20106 PINE TREE 6" 20141 OAK TREE 6" 20086 PINE TREE 14 20114 PINE TREE 6" 20142 OAK TREE 6" 20088 PINE TREE 14"" 20126 PINE TREE 6" 20143 OAK TREE 6" 20113 PINE TREE 14 20021 PINE TREE 7" 20152 OAK TREE 6" 20118 PINE TREE 14 20042 PINE TREE 7" 20155 OAK TREE 6" 20119 PINE TREE 14"" 20043 PINE TREE 7" 20156 OAK TREE 6" 20121 PINE TREE 14"" 20112 PINE TREE 7" 20157 OAK TREE 6" 20195 PINE TREE 14"" 20122 PINE TREE 7" 20037 PINE TREE 10" 20196 PINE TREE 14 20123 PINE TREE 7" 20197 PINE TREE 15" 20065 PINE TREE 10" 20199 PINE TREE 14"" 20127 PINE TREE 7" 20144 PALM TREE 10" 20068 PINE TREE 10" 20207 PINE TREE 14"" 20129 PINE TREE 7" 20031 PINE TREE 12" 20080 PINE TREE 10" 20004 PINE TREE 15" 20006 PINE TREE B" 20057 PINE TREE 16" 20 062 PINE TREE 10" 20005 PINE TREE 15" 20013 PINE TREE 8" 20149 PALM TREE 10" 20107 PINE TREE 10" 20008 PINE TREE 15" 20017 PINE TREE 8" s PINE TREE 12" 20110 PINE TREE 10" 20033 PINE TREE 15" 20023 PINE TREE 8" 20091 PINE TREE 16" 20077 PINE TREE 11" 20040 PINE TREE 15" 20115 PINE TREE 8" E 20007 PINE TREE 12" 20049 PINE TREE 15" 20131 PINE TREE 8" 20009 PINE TREE 12" 20054 PINE TREE 15" 20022 PINE TREE 9" 20012 PINE TREE 12" 20125 PINE TREE 15" 20034 PINE TREE 9" 8 as 20015 PINE TREE 12" 20130 PINE TREE 15" 20035 PINE TREE 9" 20018 PINE TREE 12" 20193 PINE TREE 15" 20090 PINE TREE 9" 20019 PINE TREE 12" 20194 PINE TREE 15"20116 8 i 't!z �-I z 2 7 U Z Y 7 C Z _ Vi Y o 4 o ^ T c I m \ l\ Z 0 u 0 I0 a GU N J C �C N 'F' C d w J p U 0 40 U _p +_' W Qty 8l� � N O0 O JOU p_ W C w co j U Z a oa�0 Z , Q. O Q C5 ~ o Z 00 00, 4 W N ,hp opo ozz �3a � Q � Z O o m m n d =CX d ib J t/ PflOJECi Ha.: iia-Yrtr-ao EIE10 DAH:: 1/20/11' Dfl ANH DATE: 1/23/17 SCALE: = 30' CHECKED BY: n'.GE. 0—N BY. PINE TREE 9" 20020 PINE TREE 12" 20197 PINE TREE 15" 20117 PINE TREE 9" 20026 PINE TREE 12" 20016 PINE TREE 16" 20144 PALM TREE 10" 20030 PINE TREE 72" 20050 PINE TREE 16" 20145 PALM TREE 10" 20031 PINE TREE 12" 20055 PINE TREE 16" 20146 PALM TREE 10' 20032 PINE TREE 12" 20057 PINE TREE 16" 20146 PALM TREE 10" 20053 PINE TREE 12" 20066 PINE TREE 18" 20149 PALM TREE 10" 20056 PINE TREE 12" 20067 PINE TREE 16" 20147 PALM TREE 17' 20062 PINE TREE 12" 20078 PINE TREE 16" 20063 PINE TREE 12" 20091 PINE TREE 16" 'A'.C.E. SHEET ! % OF 7 ABBREVIATIONS ~ EX. WM WATER MAIN PVC PIPE F POINT OF CURVATURE A AREA F8C FRAME AND COVER AS ABD ANCHOR BOLT ABANDONED) FD ED N FLOOR DRAIN FOUNDATION AC AC -FT ACRE(S) ACRE FOOT/FEET FOOT FLORIDA DEPARTMENT CF TRANSPORTATION ACP MDL ASBESTOS CEMENT PIPE ADDITIMAL FF M FINISHED FLOOR FINISHED MADE ADT AL AVERAGE DAILY TRAFFIC ALUMINUM PH F&I FIRE HYDRANT FURNISH AND INSTALL ALT AMBEFORE ALTERNATE NOM n FIN FIGURE FINISHED AMP AP RO% AMPERE(S) APPROXIMATE FIT R FITTING FENCE UNE ARV mw AIR RELEASE VALVEFLA AIR RELEASE VACUUM VALVE FLEX FLOM FLEXIBLE ASPH ASPHALT RG FLANGE ASSY AVE ASSEMBLY AVENUE FM FND FMCE MAIN FOUND AVG AZ AVERAGE AZIMUTH IMP H FPM FEET PER HOUR FEET PER MINUTE B NAILROAB RIGHT FT MR P� SECOND G aFP BACKFLOW PREV£NTER FTG FOOTING BL BLDG BASELINE BUILDING G SANITARY SEWER SPLASH BLOCK BLVD BOULEVARD GA GAUGE BYBENCH BALD MMX BOUNDARY GAL CALV GALLON GALVANIZED BO BOC BLOWOFF BACK OF Q1RB CAH GPD GAS NAI. GALLONS PER DAY BOT BOTTOM DIP GALLONS PER HOUR TING BS BEARING BOTTOM OR SLOPE CPM MS GALLONS PER MINUTE GALLONS PER SECOND BV BUTTERFLY VALVE M MD WARD RAIL MOUND/MADE C STATIM GSP GALVANIZED STEEL PIPE CAP CARAUTY GV" A VALVE GATE GATE VALVE AND BOX CS CC CATCH BASAL CENTER TO CENTER GW CWT GUY PARE MOUND WATER TABLE CEM CEMENT u SYMMETRICAL SYSTEM GR CFM CUBIC FEET CUBIC FEET PER MINUTE 1 1 HB HOSE 08B CFS CUBIC FEET PER SECOND HOPE HIGH DENSITY POLYETHYLENE C4G CI CURB AND GUTTER CAST IRON HOW HOA HARDWARE HOME OWNERS ASSOOATION CP CAST IRON PIPE Hm HORIZONTAL CJ CA CONSTRUCTION JOINT CENTER UNE HP HR HORSEPOWER HOUR CLP CONCRETE UGHT POLE HT HEIGHT CLR OS CLEAN/CLEARANCE 'ASS HW HWL HEADWALL HILI WATER LEVEL CM CMP CONCRETE MONUMENT CORRUGATED METAL PIPE HWY HYD HIGHWAY HYDRAUUC CMPA CORRUGATED METAL PIPE ARCH I VALVE BD% CND CO. CON IT COUNTYI-• VERT VPC INTERSTATE HIGHWAY CO C' CLEANOUT COLUMN IA ID INTERSECTION ANGLE INSIDE DIAMETER CWP COMPLETE IF INSIDE FACE C CONN CONCRETEIN CMNECTIOR IHL INCIEs INLET CONST CMSYMUCT(ION) INS INSERT CONT COMIC CONTINUOUS COOROINATE(S) INST IP INSTML IRON PIPE COR CORNER IR IRON ROD CPLG CPP COUPLING CONCRETE POWER POLE INT INV INTERSECTANTERSECTION INVERT CS COHTR' STRUCTURE k AND CTG CTR COATING CENTER JB JUNCTION BOX CTV CABLE TELEVISION JOY JUNCTION CAV CY CULVERT CUBIC YARD JST JT JOIST JOINT CM, CYLINDER L D L LENGTH DBL DOUBLE LAT LATITUDE DEG OR DEPL ' DECREE DEPARTMENT LAM. LB POI] D POUND DEPT DETAIL T LF LINEAR FEET/FOOT DET ON DETAIL DESIGN HIGH WATER LEVEL LG UM LONG UM'I'T DI DA Of MET IRON DIAMETER LP LONG P LOG POLE LONG DIAG DIAGONAL LT LEFT DIM DP D DUCTILECTILE IRON PIPE LWL M LOW WATER LEVEL DISCH DISMARGE DIST DMH DISTANCE DROP ARMHOLE MAINE MAY. MAINTENANCE MATERIAL MATERIAL DN DRN DO"MAIN MAIN MAX MECH MAXIMUM AL MITERED DMC DMT DRIVEWA DRIVEWAY NE MFR N MITERED TND MANUFACTURER E MGD MH MO GALLONS PER OAT MAN HOLE E EAST MHC MANHOLE COVEN EA EC EACH EDGE OF CONCRETE NHNL YIN MEAN HIGH WATER LEVEL MINIMUM ED ENERGY DISSIPATOR RISC MISCELLANEWS OF EFF EACH FACE EFFLUENT YJ YLl' MECHANICAL JOINT METAL LIGHT POLE EC EXISTING GRADE MLK MEAN LOW WATER LEVEL EA ELS EASEMENT UNE ELBOW MON MPH MONUMENT MILES PER HOUR ELEC ELECTRIC MSL MEAN SEA LEVEL ELEV EWP ELEVATION EWPW/EWPTICAL NTG N MOUNTING ENC ENG ENCASEMENT ENONEER(ING) NAWTH NORM EOP EO EDGE OR PAVEMENT EQUM/EQUATIM N NA NORTH NOT APPLICABLE EMIR EOUIV EOUIPMENT EQUIVALENT NB:C HE NAA AND CM NORTHEAST MYEASEMENT EST ESTIMATE NO NIC NATURAL GROUND NOT IN CONTRACT EW ENL EACH WAY ENDWALL NO M / NOM NUMBER NOMINAL EXC EXIsT EXCAVATE/EXCAVATIM EXISTING NTS NW NOT TO SCALE NORTHWEST EXP EXT EX EXTEND/gEXIENSM ft NORMAL WATER LEVEL OC ON CENTER OO CE OU IDE DIAMETER M EOUAL MNG OPENING ORP MTP OPPOSTE OVAL REINFORCED CON ETE PIPE Os OUTFALL STRUCTURE OVFL OVID OVEflmow OVERHEAD P EX. WM WATER MAIN PVC PIPE PC POINT OF CURVATURE PGC PEP POINT OF COMPOUND CURVATURE POLYETHYLENE PIPE PMP PI PROFILE MADE POINT POINT OF INTERSECTION PA PROPERTY UNE POB POJ POINT OF BEGINNING PUSH M JOINT PP POWER PQE PR PRC PHONE RISER POINT OF REVERSE CURVATURE PRESS PRESSURE PRD] PROP PROJECT PROPOSED PRVC PANT OF REVERSE VERTICAL CURVE PSF PSI POUNOS PER SQUARE FOOT POUND PER SQUARE INCH PT PVC POINT OF TANGENCY POLYVINYL CHLORIDE PWT POUR PAVEMENT POWER Q a O FLOW RATE R ELECTRIC R RADIUS RCP RCPA REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE MCH NO ROAD RDYROADWAY RED REDUCER REE RDNF REFERENCE RONFORCE(D) REDID REV REWIRED REVSE/RENSON RPM REVOLUTIONS PER MINUTE RR RT NAILROAB RIGHT RV R/W REUEF VALVE RIGHT-OF-WAY RW REUSE WATER MAIN 5 - - - - - - s SANITARY SEWER LINE Ex. FP FORCE MAIN s SOUTH SAN Se SANITARY SEWER SPLASH BLOCK SCH SO SCHEDULE SDE DRAIN SON SHELF DRAIN SE SEC SOUTHEAST SECONDS SECT SECTION SH SHGWT SHEET SEASONAL HIGH MOUND WATER TABLE SIM SA SIMILAR SETBACK LINE SL SLOPE SM SPEC SHEET METAL SPECFlCATION(S) s0 SQ IN SOME SOUARE INCHES SO FT s0 YD SQUARE FOOT%.)T T SQUANE YARD(S) SR STATE ROAD SS ST STAINLESS STEEL STREET STA STATIM STILI SYL STANDARD STEEL sTR STS STRUCTURE STM. SEWER SUP SUSP SUPPMT SUSPEND/SUSPENSION SVC SERVICE SW SWR SOUTHWEST SIDEWALK SYMSYMB'(S) Q MONITORING WELL SYMM SYS SYMMETRICAL SYSTEM T ® DUMPSTER T TANGENT TB T" TURFSLOCK TOP AND OM BOTT TB. TC TEMPORARY BENCH MARX TIME OF CONCENTRATION TD TRENCH DRAIN MIN TECH TOTAL DYNAMIC HEAD TECHNIOAN/TECINICM TEPP YL TEMPORARY TERMINAL LAMPHOIE TOB TOC TOP OF BANK TOP OF CURB TOS TOE OF SLOPE TOT 15 TOTAL TOP OF SLOPE TMP TOWNSHIP TYP TYPICAL 1 1 V SATELLITE DISH Up UNOMORAIN UC UM UNDERGROUND UNLESS OTHERWISE NDTM UTC UNDERGROUND TELEPHONE CABLE `' V F- GUY WARE VB VALVE BD% VC VCP VERTICAL CURVE VITRIFIED CLAY PIPE VERT VPC VERTICAL VERTICAL POINT OF CURVE VTI VERTICAL PONT OF INTERSECTION VFT VERTICAL PONT OF TANGENCY W/O CURB 99.50 99.50 SPOT ELEVATION W WEST W/ Nu WITH WATER MAIN W/o WP WITHOUT WATER/WEATHER PROOF NPP WS WOOD POWER POLE WATER SURFACE WSWT WET SEASON WATER TABLE WT WV MIGHT WATER VALVE WAF WELDED NINE FABRIC WMA WELDED WIRE MESH Y YD YARD YR YEAR MISC k AND O D AT DELTA EXISTING SYMBOLS LINES EX. WM WATER MAIN PVC PIPE WATER VALVE - - rh- - CENTER LINE RN REUSE WATER MAIN BUILDING LINE CLEANOUT - WARE FENCE ��el CONTOURS CHAIN LINK FENCE SERVICE RAILROAD TRACKS WATER METER o WOOD FENCE GAS GAS MAIN GUARDRAIL UE UNDERGROUND STORM SEWER FOOT TYPE 1 INLET ELECTRIC - EXISTING PLATS UGT UNDERGROUND �.{ 22 1/2' BEND TELEPHONE RETAINING WALL a OVERHEAD STORM INLET d FOOT TWE 4 INLET ELECTRIC R/Y! FOOT TWE 6 INLET o FOOT TWE 5 INLET RIGHT-OF-WAY LINE a OVERHEAD CHECK VALVE & UTILITIES TELEPHONE _ - SHOREUNE CTV UNDERGROUND BRICK PAVERS Q CABLE TELEVISION SWALE - - - - - - - EASEMENT SANITARY _Q� WDOD UTILITY POLE DIRT ROAD - - - - - - s SANITARY SEWER LINE Ex. FP FORCE MAIN 0 CLEANOUT OS MANHOLE WATER & REUSE WATER SET 4x4 CN PROPOSED SYMBOLS LINES BOUNDARY CONSERVA TON SETBACK CENTER LINE CHAIN LINK FENCE el CONTOUR 80 --- --- --- EASEMENT FENCE GUARDRAIL LOT LINE P2 PROPERTY LINE RETAINING WALL R/W - - - - RIGHT-OF-WAY UNE . ....................... • . SETBACK LINE - SHORELINE SWALE TREE LINE SANITARY 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET EX. WM WATER MAIN PVC PIPE WATER VALVE -EX RN REUSE WATER MAIN FIRE HYDRANT CLEANOUT eFP DOUBLE SANITARY COUNTY ROADS SERVICE cWl BACKFLOW PREVENTOR C5KI WATER METER FM FM _ FL- PVC PIPE STORM DRAIN MANHOLE --------- & REUSE WATER STORM SEWER FOOT TYPE 1 INLET FOOT INLET TYPE 6 QO MANHOLE FOOT TWE 2 INLET �.{ 22 1/2' BEND MITERED END Q FOOT TWE 3 INLET yi ❑ STORM INLET d FOOT TWE 4 INLET FORPPONDESIDE SLOPE o FOOT TWE 6 INLET o FOOT TWE 5 INLET -}I- HIGHWAY & UTILITIES STORM INLET CHECK VALVE & UTILITIES DOUBLE WATER UTILITY POLE BENCHMARK -® GUY POLE BRICK PAVERS Q FIRE HYDRANT © METER E) RECOVERED 4x4 CM _Q� WDOD UTILITY POLE DIRT ROAD GNNO BACKFLOW _@ CONCRETE UTILITY POLE 8- MAPLE TREE ® SET 4x4 CN 0 UNDERDRAIN CEANOUT — RWM— RWM— RWM— RECLAIM WATER MAIN ® ELECTRIC MANHOLE \.:f 8. OAK TREE G SET IRON ROD © TELEPHONE MANHOLE =,8 8- PINE TREE 0 RECOVERED IRON ROD m TELEPHONE RISER 8' PALM TREE CONCRETE OL ELECTRIC BOX / TRANSFORMER Q 8' MISC. TREE 520 COUNTY ROADS IS WELL 95 INTERSTATE ROADS Q MONITORING WELL 50 STATE ROADS ® DUMPSTER WOOD AND Q1t METAL LIGHT POL x RR CROSSING SIGN o- - - RR CROSSING GATE .,�., CONCRETE LIGHT POLE TRAFFIC SIGNAL POLE YARD UGHT SATELLITE DISH -H>- MISCELLANEOUS SIGN 165 F- GUY WARE 21 22 SECTION CORNER L( HANDICAP PARKING ED 0E W/O CURB 99.50 99.50 SPOT ELEVATION 0 PAVEMENT W/CUFFS PROPOSED SYMBOLS LINES BOUNDARY CONSERVA TON SETBACK CENTER LINE CHAIN LINK FENCE el CONTOUR 80 --- --- --- EASEMENT FENCE GUARDRAIL LOT LINE P2 PROPERTY LINE RETAINING WALL R/W - - - - RIGHT-OF-WAY UNE . ....................... • . SETBACK LINE - SHORELINE SWALE TREE LINE SANITARY 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET BOUND CORNER SANITARY 8' PVC PIPE O 0.40X SLOP - - - - - - - - - UNDERDRAIN 6" HDPE PIPE CLEANOUT �r DOUBLE SANITARY COUNTY ROADS SERVICE FOOT INLET TYPE 1 FORCE MAIN FM FM _ FL- PVC PIPE • MANHOLE WATER & REUSE WATER — WM wm WM WATER MAIN FOOT INLET TYPE 6 PVC OR DIP PIPE H 11 1/2' BEND �.{ 22 1/2' BEND SIGNS 45' BEND yi 90' BEND 1=I TEE FORPPONDESIDE SLOPE CROSS -I\}- CHECK VALVE -}I- DOUBLE DETECTOR STORM INLET CHECK VALVE & UTILITIES DOUBLE WATER UTILITY POLE SERVICE N GATE VALVE Q FIRE HYDRANT © METER D REDUCER 0 BLOWOFF GNNO BACKFLOW PREVENTER ® SAMPLE POINT 0 UNDERDRAIN CEANOUT — RWM— RWM— RWM— RECLAIM WATER MAIN ■ ■ DOUBLE REUSE LT WATER SERVICE STORM DRAIN 100 LF STS 24 HDPE ®0.20% 100 LINEAR FEET STORM PIPE BOUND CORNER 24 HIGH DENSITY POLYETHELENE PIPE O 0.2OX - - - - - - - - - UNDERDRAIN 6" HDPE PIPE - - - - - - DRAINAGE FLOW DIRECTION COUNTY ROADS 901 24 FOOT INLET TYPE 1 ® FOOT INLET TYPE 2 A FOOT INLET TYPE 3 TYPE A FOOT INLET TYPE 4 �Q FOOT INLET TYPE 5 I� FOOT INLET TYPE 6 • INTERSTATE ROADS MANHOLE -O- SIGNS I 15 MITERED END SECTION SECTION CORNER 21 22 21 FORPPONDESIDE SLOPE 50 STATE ROADS 0000.00 SPOT ELEVATION 0 STORM INLET HIGHWAY & UTILITIES s MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 MalUond, Florida 32751 (407) 629383]0 U J 0 - (7 SRT a N F r \\�oKEs I*ll���ti e z 7/111111111\YY (D g W p 0 N O 5 w K Q O a m m i JOB f 16065 i DATE: 03/30/16 SCALE: N.T.S. o DESIGNED BY: TRF i DRAWN BY: TRF APPROVED BY: DAB w� i Sy -1 s BOUND CORNER -;•c�Y.�,''�L!' CONCRETE 520 COUNTY ROADS 901 24 DETAIL REFERENCE ® DUMPSTER PAD FF -98.76 FINISHED FLOOR ELEVATION TYPE A W/ FHA LOT TWE �Q WY POLE (� HANDICAP PARKING 95 INTERSTATE ROADS UGHT POLE -O- SIGNS I 15 SECTION CORNER 21 22 21 50 STATE ROADS CXDOOGO SILT FENCE TRAFFIC FLOW PAVEMENT MARKING UTILITY POLE BLDG OR STRUCTURE TWE F CURB 8 GUTTER MIAMI CURB 901 24 CROSS SECTION DETAIL s MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 MalUond, Florida 32751 (407) 629383]0 U J 0 - (7 SRT a N F r \\�oKEs I*ll���ti e z 7/111111111\YY (D g W p 0 N O 5 w K Q O a m m i JOB f 16065 i DATE: 03/30/16 SCALE: N.T.S. o DESIGNED BY: TRF i DRAWN BY: TRF APPROVED BY: DAB w� i Sy -1 s GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LATEST Ott O OCOEE LOC, QTY DETAILS, ENGINEFRWG STAROARDS YANUAL k THE F.D.0.T. S STANDARD SPECIFICATIONS FOR flOAD AHD BRIOCE CONSTRUCTON' LATEST / EDITION BY THE STATE OF FL0110A, AND ALL SUPPLEMENTS THERETO, AND 111E111E�'ROADWAY TRAFFIC DESIGN ST/J✓11ARD5, Yi6QiEVEIt LS YORE STRWGENi $HAIL APPLY. 2. THE S. E 0 IS TI A W M N G E ONES, ETC., BL SHOWN ON THE PLANS HAVE BEEN DETERMINED VENT THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER E NOT ASSUME RESPONSIBILITY FOR THE SIZESFOR AND LOCATIONS SHOWN. THE E SIZE AND SHALL BE RESPONSIBLE FOR FIELD OW74 AND OF THE 512E AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT/ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ANY AND ALL NEEDED UCENSES AND PERMITS REWIRED FOR CONSTRUCTION PURPOSES. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN ENGINEERING INC., PHONE (407) 629-11330, FOR PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTIUTY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSDE THE LIMITS OF CONSTRUCTION. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS 11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' (MUTCD) AND SUBSEQUENT REVISIONS AND ADDENDUMS. AS PUBLISHED BY F.D.O.T. AND CITY OF OCOEE STANDARDS AND SPECIFICATIONS 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND CITY OF OCOEE F.D.O.T., AND QTY OF OCOEE APPROVED PROCEDURES. 13. THE CONTRACTOR SHALL RESTORE OFF STE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. AS -BUILT ORA%NGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PROJECT ENGINEER UPON PROJECT COMPLETION. 15. CONTRACTOR SHALL COMPLY VATH ALL CITY OF OCOEE REQUIREMENTS FOR INSPECTION AND TESTING. 16. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 17. TOPOGRAPHY PROVIDED BY KLE SURVEYING AND MAPPING, INC. 1& SANITARY SEWER SERVICE PROVIDED BY THE CITY OF OCOEE. 19. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND. 20. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT UNITED TO FIBER LOOP SENSORS RILL BOXES, CONDUIT TRAFFIC SIGNALS AND CABINETS ANY ITERS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE OTY TRAFFIC ENGINEER SANITARY SEWER 1. ROOF DRAINS, FOUNDATION GRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. WHEN MINIMUM SEPARATION CANNOT BE MAINTAINED BETWEEN WATER AND GRAVITY SEWER. THE SEWER SHALL BE UPGRADED TO C-900, DRIB AND PRESSURE TESTED TO 150 PSI. 3. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/ LATERALS AND WATER MAINS/LATERALS. SEE WATER NOTES 3 & 4. 4. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL PREPARE TRENCH AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL 5. MADDEN, MOORHEAD. 6 STOKES, INC. SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (2 FULL WORKING DAYS) PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE (407)629-8330. 6. THE CONTRACTOR SHALL SUPPLY COMPLETE 'AS BUILT' INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERUNE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER %THIN TWO2) WE KS OF COMPLETION OF SEWER CONSTRUCTION, AND IN ACCORDANCE WITH SEC ON 3 OF CITY OF COOEE ENGINEERING STANDARDS MANUAL 7. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF PAVEMENT BASE MATERIAL S. MINIMUM SLOPE ON ALL 8' SANITARY SEWER GRAVITY MANS TO BE 0.3X 9. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN 'S' INTO THE CURB. 10. AIR RELEASE VAVES SHALL BE REWIRED AT ALL HIGH POINTS ALONG THE FORCE MAN. 11. UTILITY CROSSINGS USING CASING PIPES FOR THE JACK AND BORES TO HAVE AN ADDITIONAL 6 -FOOT BEYOND PAVEMENT ON EACH SIDE FOR ALL CARRIER PIPES UNDER PRESSURE TRANSPORTING ANY LIQUID. WATER I. THE CONTRACTOR SHALL LAY THE WATER UNE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE. 2. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFUCTS WHERE POSSIBLE. 3.(1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES. AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE WO TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ORPROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED 70 THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS WD AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED IN SECTION 381.0065(2), ES, AND RULE 64E-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MANS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MANS, AND RECLAIMED WATER PIPELINES (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAD SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES. ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAN ABOVE THE OTHER PIPELINE (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSNG ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE WD SO THE OUTSIDE OF THE WATER MAN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPEUNE. HOWEVER, 1T IS PREFERABLE TO LAY THE WATER MAN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAN JOINTS %LL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MANS. OR PIPEUNES CONVEYING RECWMED WATER REGULATED UNDER PART III OF CHAPTER 62-510, EAC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TWE SANITARY SEWERS, WASTEWATER FORCE MANS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. 4. AL PUBLIC WATER MAN SHALL BE DIP PER THE ENGINEERING STANDARDS MANUAL 5. SERVICE MANS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, 1995 EDITION. 6. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-1/4' INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. 7. THE CONTRACTOR SHAT NOTIFY CITY OF OCOEE A MINIMUM OF 48 HOURS (2FULCTIOWORKING DAYS) IN ATIDVA NGNCE TO SCHEDULE INSPECTIONS FOR TAPPING, & MADDEN, MOORHEAD & STOKES, INC. SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING OF THE WATER LINES. PHONE (407)629-8330. 9. ALL NEW WATER MANS SHAH BE PURGED OF CONTAMINANTS BY MEANS OF A FULL PRESSURE, FULL DIAMETER FLUSH. CONTRACTOR TO PROVIDE A POINTS AND METHOD FLUSHING PLAN TO CITY OF OCOEE FOR APPROVAL 10. THE CONTRACTOR SHALL SUPPLY COMPLETE 'AS -BUILT INFORMATION RELATIVE TO LOCATION OF ALL WATER LINES AND SERVICES THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLLTTDN OF THE WATER LINE CONSTRUCTION, AND IN ACCORDANCE WITH SECTION 3 OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL 11. CONTRACTOR SHAH SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE. FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE ENGINEERS OPTION AND THE CONTRACTOR'S EXPENSE. 12. WATER SERVICE PROVIDED BY QTY OF OCOEE 13. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. ( IE. FIRE FLOW TEST SHALL BE PERFORMED) 14. FIRE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE. FIRE FLOW WILL BE A MINIMUM OF 1,000 GPM WITH 20 P.S.I. FIRE HYDRANTS SHAT BE LOCATED ACCORDING TO CITY OF OCOEE REGULATIONS P 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND CITY OF OCOEE SPECIFICATIONS THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE DRAINAGE PLAN. 2. EXCAVATION. PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F. D.O.T. 'STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND CITY OF OCOEE SPECIFICATIONS. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND ROW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOL EROSON CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FON THE SITE. 6. SOL BORINGS AND SOL ENGINEERING SERVICES HAVE BEEN PROVIDED BY UNIVERSAL ENGINEERING SCIENCES. INC.. AND ADDITIONAL SERVICES VALL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOL REPORTS. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE. B. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER FORTY- EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE SUPERVISING ENGINEER IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED. 10. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT. 11. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE 12. THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF 3,000 P.S.I.. 13. ALL SIDEWALK WIDTHS SHALL BE AS NOTED AND SHALL HAVE 1' DEEP CONTRACTION JOINTS EVERY 5' AND AN EXPANSION JOINT EVERY 20' MIN. SIDEWALK CROSS SLOPES SHALL BE 2.OX MINIMUM LENGTH OF SIDEWALK SECTION SHALL BE 20'. 14. PROVIDE F.D.O.T. TYPE III SILT FENCE ALONG THE PROPERTY LINES AND PHASE LINES AS WELL AS ANY CONSTRUCTION WITHIN THE OTHER PHASES THAT IS DEEMED NECESSARY. 15. ALL TEST REPORTS GENERATED 6T' A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO QTY OF ODDS E AS SOON AS THEY ARE GENERATED. CLEARANCE FROM QTY OF OCOEE SHALL BE RECEIVED PRIOR TO PAYING. 16. CONTRACTOR SHALL COMPLY WITH ALL CITY OF OCOEE REQUIREMENTS FOR INSPECTION AND TESTING. 17. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 18. ALL TRAFFIC CONTROL SIGNS. MARKINGS AND STREET NAME SIGNS ARE TO CONFORM TO F.D.O.T. AND ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CITY OF GCOEE L.D.C. AND CITY OF OCOEE CODES. 19. REGULATORY SCNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS 20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHER%SE NOTED. 21. LILIEROCK BASE COURSE SHALL NOT BE CONSTRUCTED UNTIL AFTER SUBGRADE CONSTRUCTION HAS BEEN COMPLETED AND REWIRED SUBGRADE TEST RESULTS HAVE BEEN SUBMITTED AND APPROVED BY THE CITY ENGINEER. 22. THE FINISHED BASE COURSE SHALL BE PRIMED WITHOUT DELAY, PROTECTED FROM HEAVY TRAFFIC, AND CONTINUOUSLY MAINTAINED FREE OF DAMAGE UNTIL THE WEARING SURFACE IS APPLIED. ALL BAD AREAS SHALL BE CUT OUT AND REPLACED PRIOR TO APPLYING WEARING SURFACE 23. ASSUMING ACCEPTABLE CURING, THE WEARING SURFACE SHALL BE APPLIED NO SOONER THAN SEVEN (7) DAYS AND NO LATER THAN THIRTY (30) DAYS AFTER COMPLETION. 24. ALL PRECAST DRAMA GE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING. 25. ALL HDPE PIPE SHALL BE ADS WATERTIGHT PIPE OR EQUIVALENT. 26. S70RMWATER DRAINAGE AND STORMWATER MANAGEMENT SHALL BE ACCORDING TO Ott OF OCOEES REGULATIONS. I. EXCAVATING CAUTIOUSLY: THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION MEN EXCAVATING IN THE PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING U71UTY LOCATIONS 2. TELEPHONE NOTIFICATION: THE CITY OF GCOEE DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAW, GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE. 3. REPAIR IMMEDIATELY: ALL DAMAGE TO CITY OF OCOEE'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE QTY OF OCOEE UBUTIES INSPECTOR, QTY OF OCOEE MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS 4. CITY OF OCOEE UBUBES DEPARTMENT GENERAL TELEPHONE NUMBERS QTY OF OCOEE UTILITIES INSPECTOR - (407) 905-3159. QTY OF OCOEE ENGINEERING INSPECTOR - (407) 905-3100 x 1510. 5. ADVANCE NOTIFICABON OF CONSTRUCTION: THE QTY OF OCOEE UTILITIES CONSTRUCTION SECTION SHALL BE NOTIFIED AT (FAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ADVANCE NOTIFICATION OF PENDING CONNECTION: THE ClTY OF OCOEE WATER DIVISION AND QTY OF OCOEE WASTEWATER DIVISION SHALL BE NOTIFIED AT LEAST (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE OPERATIONS. 7. OPERATION OF CITY OF OCOEE VALVES: WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY Ott OF OCOEE UTILITIES INSPECTOR. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. & OPERATION OF CITY OF OCOEE PUMP STATION. THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN CONTROL WITH AN CITY OF OCOEE UTILITIES INSPECTOR. �0 AS -BUILT L AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SGNED ANDSEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE CITYENGINEERING STANDARDS MANUAL IN THE FDLLOMNC FORMATS;A, 1 HARD COPY 1 PoF COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Sults 260 Malllond, Florida 32751 (407) 629-8330 U J J g (L 0 o9a 85 o CL 0 is N S \\\\\\KES!*lld�/1,ii�� a .. ,- ,M�//11111111YYY\ o w N o O_ 9 Eli n W rc S a D J09 9 16065 z DATE: 03130/16 SCALE: N.T.S. DESIGNED BY: TRF i DRAWN BY: TPF - APPROVED BY: DAB j NT -1 s PERMITTED MG LOT EASEMENT, WATER MAIN, SANITARY SEWER EASEMENT J, ELECTRICAL UTILITY EASEMENT 20' U.E r LL i I - - 20' RO0OITY DEDICA7(ON �OFF9TE I OVflIFN15 TO ROBERSON ROAD IPFAIOTTED��MI7H TRE FTT ELTT T IOCCOEE IOJECT ANSA OF FLAG LOT EASEMENT ONLY BGV SOIL LINE (TMP.) ---L -\ 1PROPERTY LINE (IYPJ ARE RETENTION BAR%ERITAVWUE,LLCAREA EASEMENT ONING: Z= PUD-COW --__-- .s /_--_-_�l_--_____ L=G1�./�L.LiJ --__ ________ TT 20' U.E. PERMITTED UFT STATION EASEMENT'�Ya C41r:nC:l Po. n n DEVELOPMENT PERMITTED WATER MAIN,' LJ AREA SANITARY SEWER EASEMENT PARCEL 2 k ELECTRICAL UTILITY 1 37 FLOOD ZONE A LME ' PER FEMA FIRM PANEL #12095CO22OF (TYP.) \ PERMITTED WATER MAIN ® 4 A, INGRESS, EGRESS, s ■ ■ i°0°0°s°e ENTRY EASEMENT FUTURE a�0000ee0so °p�!epp�O°pe®Dee°°°O ■ ♦0s0oeso ANSA OF FLAG LOT EASEMENT ONLY BGV SOIL LINE (TMP.) ---L -\ 1PROPERTY LINE (IYPJ ARE RETENTION BAR%ERITAVWUE,LLCAREA EASEMENT ONING: Z= PUD-COW --__-- .s /_--_-_�l_--_____ L=G1�./�L.LiJ --__ ________ TT 20' U.E. PERMITTED UFT STATION EASEMENT'�Ya C41r:nC:l Po. n n DEVELOPMENT PERMITTED WATER MAIN,' LJ AREA SANITARY SEWER EASEMENT PARCEL 2 k ELECTRICAL UTILITY 1 [�_ J PFAMITEEDECAV RETENTION EASEMENT PERMITTED SANITARY SEWER 1 fig_ EASEMENT PREVIOUSLY PERMITTED WQj -- LEGACY LIFE SENIOR HSINO OF OCCOME CCOEE PR0.ECT r ON' -- RR -IAA 2 /° l9$� r'/�---,J �!`��\�YATCiI E7051W0 GRADE •L I Ll -111116, 111-1 ITT_1 / /, WESYFAE NAINTENMCE ASSOCIATION, INC. ZONING: PUD -COMM 37 54 PROPERTY LWE (T7PJ BUR.dNLI SEIBACIC LINE (TYPJ 'JY■ 37 E YET POND PERMITTED POND 0�0���00.ve�-oeo• ioioaroeo!oo��!ioi°:l:�s!:!soioioiaoos o �-d?-•o:-r.•-•opeeooe. E i:: �:�e� ���e��r:�e�°�ee:9p�e`�•►�ea°�e�p�es4�o�o ® 4 Di000io z of°Doi°o°a°Soo i°Ecco Doi°Doi°o°e°s ♦00 ♦0000000 •00 ♦♦°coos 000 ♦00o0o0se ♦00 •- ♦000o0o0ve, ♦e♦ ♦:♦°♦.O♦Des ll: v• ^ • s ■ ■ i°0°0°s°e •�e°j_jeii �,���e�:�:e�p��e e��ei�e°eeeee\°seeps:°°®o •0000000 s a�0000ee0so °p�!epp�O°pe®Dee°°°O ■ ♦0s0oeso E 10.29 AC pk - ksee°0ei•�ei°ooioa°o ee°seeppeea0°J SOIL DIVISION LINE � ♦o0p0e0 ■ ♦s0000a: 0.�0000oec �� PERIJITTED RETENTION POND oeeeee.+a��-• k EASEMENT �sseee�e°e°e°e°t �% :f / YAILND 2� I - AC� a� METLARD TO BE PLACID M A CONSE IVA710N EASEMENT 1. �- IPy llr CEO - iONT RETAINING WALLE VAIN <- By dd 0FLOOD ZONE A LIKEPER LAKE ROBERSONDRAINAGE STUDY [�_ J PFAMITEEDECAV RETENTION EASEMENT PERMITTED SANITARY SEWER 1 fig_ EASEMENT PREVIOUSLY PERMITTED WQj -- LEGACY LIFE SENIOR HSINO OF OCCOME CCOEE PR0.ECT r ON' -- RR -IAA 2 /° l9$� r'/�---,J �!`��\�YATCiI E7051W0 GRADE •L I Ll -111116, 111-1 ITT_1 / /, WESYFAE NAINTENMCE ASSOCIATION, INC. ZONING: PUD -COMM 37 54 PROPERTY LWE (T7PJ BUR.dNLI SEIBACIC LINE (TYPJ 'JY■ PErNITAD e^f PC'` Ur 37 E YET POND PERMITTED POND SANIBEL MUCK E SMYRNA-SMYRNA. WET, 44 FINE SAND, 0 TO 2 2.59 AC D 54 E 10.29 AC 2 PERCENT SLOPES ® SOIL DIVISION LINE SECOND FLOOR 50.°09 SF THIRD FLOOR 50,009 SF n OW50000 s FDIRIIN TOTAL 203,270 g PErNITAD e^f PC'` Ur GRAPHIC SCALE a a a Am ( DI Pat ) I IooL - 50 K LRS PROJECT DATA: 1. WATER AND SEWER SERVICE: CITY OF OCOEE 2. ELECTRIC SERVICE: DUNE ENERGY a FIRE PROTECTION: CITY OF OCOEE 4. PHASING: TO BE DEVELOPED IN ONE PHASE 5, PROPOSED USE: INDEPENDENT LIVING FACILITY 6. EXISTING ZONING: R -IAA 7. TOTAL PROJECT ACREAGE: *1039 ACES REQUIRED ROW DEDICATION - 0.29 AC (INCLUDES 0.15 AC WETLANDS) S. TOTAL WETLAND ACREAGE: 2.69 AC ON-SITE + 0.15 AC W ROW OEDICA71ON - 2.94 AC TOTAL L 9. TOTAL BLINDING AREA - 203,270 SF/4.66 AC (ALL 4 STORES) 10. FAR: 4.66/ 10.29 - 0.45• MAX ALLOWED - 1.0 ^� 11. THE PROJECT IS LOCATED M FEMA ZONES A AND % PER FEMA FRY YAP 1209500220 F DATED SEPTEMBER 25. 2009. THERE ARE NO _ PROPOSED IMPACTS TO THE 100 -YEAR FLOOOPLAIN o� C72. YAK PROPOSED BULDINI G H. -I' sa 13. UGHTIN 91ALL COMPLY WITH INE CITY OF OCOEE LDC. nxT REs SHBE EQUIPPED WIN SHIELDED OR FULL LUT -OFF LUMINAIRES A i INCORPORATING FLUSH -MOUNTED LENSES, LDC, ARTICLE M. SECTION 6-14. C (2) (1), VIM 14. SIGNAGE TO COMPLY WITH THE CITY OF GODEE LDC 15. SITE TO COMPLY WITH THE CITY OF OCOEE LDC Q 16. FUTURE LAND USE: LOW DENSITY RESIDENTIAL 17. STORMWATER TREATMENT AND ATTENUATION IS PROVIDED IN THE PROPOSED RETENTION POND AND IS DESIGNED TO MEET THE SJRVND ' AND CITY OF OCOEE LDC. Q�"E �"9€=r 1S 07 1 19. AR EASEMENT FOR INGRESS, EGRESS. AND DIRJJNACE FDR THE JOINT l USE POND 9illl BE PROVIDED IN FAWN O' TI1E OTY OF OCOEE. l//) PARKING CALCULATION& 26' Q7 WERIWD REQARED PARKING ISPACE/4 BED, PWS 1 SPACE/EYPLOYFE BUFFER - 242 BED % 1 SPACE/4 BED + 35 EMPLOYEES % 1 SPACE/EMPLOYEE - 72 SPACES TOTAL PARKING REQUIRED: pd SPACES PROVIDED PARKIN. SPACES: REO LAR 9'.16• SPACES: 100 SPACES xANDICAR 12'.19' SPACES: 5 SI'ACES MOTE 4 HANDICAP SPACES ARE REQUIRED PER ADA/FAC TOTAL PARXL40 PROVIDED: IDS SPACES PROPOSED DUYPSTER ROOD ZONE A LME PER LAKE ROBERSON DRAINAGE sNDY SOILS LEGEND 37 ST JOHNS FINE SAND YET POND PERMITTED POND SANIBEL MUCK TO BEEXTENDED SMYRNA-SMYRNA. WET, 44 FINE SAND, 0 TO 2 2.59 AC PERCENT SLOPES 54 E I 10.29 AC 2 PERCENT SLOPES ® SOIL DIVISION LINE SECOND FLOOR 50.°09 SF THIRD FLOOR 50,009 SF n OW50000 s FDIRIIN TOTAL 203,270 g :f / YAILND 2� I - AC� METLARD TO BE PLACID M A CONSE IVA710N EASEMENT 1. GRAPHIC SCALE a a a Am ( DI Pat ) I IooL - 50 K LRS PROJECT DATA: 1. WATER AND SEWER SERVICE: CITY OF OCOEE 2. ELECTRIC SERVICE: DUNE ENERGY a FIRE PROTECTION: CITY OF OCOEE 4. PHASING: TO BE DEVELOPED IN ONE PHASE 5, PROPOSED USE: INDEPENDENT LIVING FACILITY 6. EXISTING ZONING: R -IAA 7. TOTAL PROJECT ACREAGE: *1039 ACES REQUIRED ROW DEDICATION - 0.29 AC (INCLUDES 0.15 AC WETLANDS) S. TOTAL WETLAND ACREAGE: 2.69 AC ON-SITE + 0.15 AC W ROW OEDICA71ON - 2.94 AC TOTAL L 9. TOTAL BLINDING AREA - 203,270 SF/4.66 AC (ALL 4 STORES) 10. FAR: 4.66/ 10.29 - 0.45• MAX ALLOWED - 1.0 ^� 11. THE PROJECT IS LOCATED M FEMA ZONES A AND % PER FEMA FRY YAP 1209500220 F DATED SEPTEMBER 25. 2009. THERE ARE NO _ PROPOSED IMPACTS TO THE 100 -YEAR FLOOOPLAIN o� C72. YAK PROPOSED BULDINI G H. -I' sa 13. UGHTIN 91ALL COMPLY WITH INE CITY OF OCOEE LDC. nxT REs SHBE EQUIPPED WIN SHIELDED OR FULL LUT -OFF LUMINAIRES A i INCORPORATING FLUSH -MOUNTED LENSES, LDC, ARTICLE M. SECTION 6-14. C (2) (1), VIM 14. SIGNAGE TO COMPLY WITH THE CITY OF GODEE LDC 15. SITE TO COMPLY WITH THE CITY OF OCOEE LDC Q 16. FUTURE LAND USE: LOW DENSITY RESIDENTIAL 17. STORMWATER TREATMENT AND ATTENUATION IS PROVIDED IN THE PROPOSED RETENTION POND AND IS DESIGNED TO MEET THE SJRVND ' AND CITY OF OCOEE LDC. Q�"E �"9€=r 1S 07 1 19. AR EASEMENT FOR INGRESS, EGRESS. AND DIRJJNACE FDR THE JOINT l USE POND 9illl BE PROVIDED IN FAWN O' TI1E OTY OF OCOEE. l//) PARKING CALCULATION& 26' Q7 WERIWD REQARED PARKING ISPACE/4 BED, PWS 1 SPACE/EYPLOYFE BUFFER - 242 BED % 1 SPACE/4 BED + 35 EMPLOYEES % 1 SPACE/EMPLOYEE - 72 SPACES TOTAL PARKING REQUIRED: pd SPACES PROVIDED PARKIN. SPACES: REO LAR 9'.16• SPACES: 100 SPACES xANDICAR 12'.19' SPACES: 5 SI'ACES MOTE 4 HANDICAP SPACES ARE REQUIRED PER ADA/FAC TOTAL PARXL40 PROVIDED: IDS SPACES PROPOSED DUYPSTER ROOD ZONE A LME PER LAKE ROBERSON DRAINAGE sNDY SOILS LEGEND 37 ST JOHNS FINE SAND 42 SANIBEL MUCK 10.29 AC (100 SMYRNA-SMYRNA. WET, 44 FINE SAND, 0 TO 2 2.59 AC PERCENT SLOPES 54 ZOLFO FINE SAND, 0 TO 10.29 AC 2 PERCENT SLOPES ® SOIL DIVISION LINE IMPERVIOUS AREA: PROPOSED PAVEMENT ! SIDEWALK: 2.57 At (24.979) PROPOSED BUAON(M- 1.22 AC. (11.4611) TOTAL IMPERVIOUS AREA. 3.79 AC. (36.83%) TOTAL PARCEL AREA. 10.29 AC (100 SETBACKS 0.0.7 AC FRONT 35' 2.59 AC EAST AND WEST SIDE 25' 0.29 AC REM 30" 10.29 AC BUILDING AREAS FIRST FLOOR 53,243 SIF SECOND FLOOR 50.°09 SF THIRD FLOOR 50,009 SF n OW50000 s FDIRIIN TOTAL 203,270 g SITE DATA TABLE: DESCRIPTION TOTAL IMPERVIOUS AREA 3.79 AC PERVIOUS AREA 2.95 AC PROJECT WATER SURFACE 0.0.7 AC ON-SITE WEILAND 2.59 AC ON-SITE NOW DEDICA71ON 0.29 AC TOTAL AREA 10.29 AC S MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Sults 260 MniUand, Florida 32751 (407) 629-8330 0 J J IL 0 o Q I IL 7 0 n S I is h N k Q•• O: �7 �b -•-.....-• fey b i z ///111111((\7\ o c N w brc n 0 ,pg 6 16085 lt DATE: 03/30/18 h SCALE: i• = 50' DESIGNED BY: TRF DRAWN BY: TRF 8 APPROVED BY: DAS� 7 OV -1 OW s CIt059N F \ uDt \ 24 F \ _ V F F •� E1MlO To E ()) IbNil1V1 A9MNEA>E1EENf \ NE7LAIID lD1E (IYP.) F F \ F 4-2 NANoaAIL TO�BE F F 1 DESIGN AND PERMITTED Y OTNERS L MEILANDB�7� lWE 16' MIN. WETLAND BUFFER -L PROPERTY LINE (TYP.) GRAPHIC SCALE (mrar) 1 iaoh - BO EL i NET POND To aDTTED POND 70 BE EXTENDED - It I I BUFFER r I IIS I / I SPAM (INO 11 PAIB(/ ••- N ER 1 EIWO N 2 �\ F 2 F NEILAND BUFFER LINE (TTP-) 4 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suit! 260 M. and, Florida 32751 (407) 629-11330 ,w f 16065 DATE: 03/30/18 A SC1' = 30' DESIGNED BY: TRF DRAWN BY: TRF .se.....,. DAB ST -1 I 8" D; AV (TTP-) l - EXISTING 20' U.E. IPS I I mb&1N — — — — — — — — I I I I PERMITTED CONNECTION TO PROPOSED CITY OF OCOEE NM YAM B' TEE I AND VALVE I ENTIRE ACCESS ROAD/ SIDEWALK/ POND AREA ACCESS UTILITY AND DRAINAGE EASEMENT I I PERMITTED S' DI VM (TYR.) TO BE UP TO A I0' D.I. IWN ELECTRICAL CONDUIT TO BE COORDINATED WITH DUKE ENERGY PERMITTED LS UFT LOCATEDTINMAN 9 EASEMENT BENEFITING PARCEL 1 AND 2 G T8Y 119.85 IN W 109.78 PO -------------- ----------- --------- ------------------------ Q ----------------- -C ------�-�------------------ PERMITTED 'NTI01. / 15' DRAIN. E. 6 SAN YH p] RIM - 119.07 /IP 95 WV. INV.IOUT.I 09 109.85P0203 P03LS I '. \ r 15' U.E. I Ilt �Lq \ I XISG \ SANITARY SEWER EAESEMTINENT FOR BENEFIT O'1PAANND 2 \ \ \ CROSSINGPERMI O BE UPSZED TO A 10' 11M E 10' DI WM CONNECTION E E I E E E E E E \ TO PERMITTED WM E K E E E E E E\ \ X10' Of C AIN E I E E E E E 1.5' IRRIGA710N METER/1.5' ////'���\ RPZBFP E E U71UTY EASEMENT OVER THEN• _ POTABLE WATER ANO IRRIGATION E E I E F E E METER/BACKFLOW IN FAVOR WETL D OF THE CITY OF OCOEE E k E E E E EFRE HYDRANT 11 I I ` EI E E E Ql J' POTABLE RP7BFP - 1 E k E E E E MO ME1R E E IE I I E E E E E E FDC E \.` E E E E E E 4 E = P Y fi DR -14 ARE UNE E I E I E E F E E E E E �- E E E E E E 'I POTMLE UNE E \ E E II E E E E E1 i < E _ 4 E E E E E E E E E 10' De FL E E I E E E E E E E E E E\ E F E E E E E E E E E E\ \ E E E E E E E E E E 6' SANITARY SERVICE E E E E E E E E INV. c 115'50 E \ \ E E I E E F E E E E E E E E E L E E E E E E E E E E \ E I E E E E C1 PERMITTED FF = 120.50 SANYH p2 NIM . 119.94 INV. IN . 110.96 P0102 Inv. OUT= 110.88 P0203 1iPY FF = 121.62 OWNER, sAN Mx p2 6' ARE SERV pINV. OUT= 111.�GSAN. STORM SEWER 6- DDCV, FDC MOUNTED ION PREF, SIN MIN 121N MIN FIRE HYDRANT AND STORM FORCE MAIN TO DDCV 121N MIN 121N MIN VALVE - CONNECTS TO _ 10' DR 14 FL ION MIN 12IN MIN 10' DR -14 FL RECLAIMED WATER IF NOT REGULATED UNDER 62-610 fOFT PREF, 6FT MIN 6' FIRE SEANCE EXTENDS TO BUILDING 6FT MIN VACUUM SANITARY SEWER 6' DR -14 FIRE UNE PER 97E PLAN ABOVE, TO BE EXTENDED TO V ABOVE FF ARE SPRINKLERPIV GRAVITY SANITARY SEVER LOFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 61N MOVE GRAVITY SMITHY SEVER 121N PREF, 61H MW ION MIN PONT OF SERVICE SANITARY SEVER FORCE MAIN TO HYDRANTS 121N MIN 121N MIN 10'X6' TEE SEWAGE TREATMENT R DISPOSAL SYSTEM IOFT MIN NONE NONE ARE HYDRANT - LINE PONT OF SERVICE 10'X 10' 7EE 10' d 10'X 4' REDUCER 10' PIV PRIVATE 3' PVC 3' POTABLE WATER EXTENDS TO BUILDING PER STE PLAN ABOVE 4' p POTABLE SEANCE PRIVATE 4'X3- REDUCER 3' METER FIRE UNE 10' DOUBLE CHECK DETECTOR BACKFLOW 3' G.V. 3' RPZ WM POTABLE AND FIRE SERVICE DETAIL Q \I NTS 1iPY FF = 121.62 OWNER, sAN Mx p2 r6Y=I! I wV. IN . 10.B4it5.00- pINV. OUT= 111.�GSAN. STORM SEWER INV. ION PREF, SIN MIN 121N MIN STORM TOPSEPARATIOSTRIIN0 STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN _ 3FT MIN 10' DR -14 A. >Q FIRE HYDW 1 I_ 10'X B' H .L FIRE LANE STRIPING n (TYP-) GRAPHIC SCALE o U b fro ( D FEET ) I Inch = 60 f . FIRE HYDRANT/FDC FH CLEARANCE DETAIL NTS ?i FIRE FLOW DEMAND CALCULATIONS: FRE FLOWS BEAE BASED ON NFPA 1. TABLE 18.4.5.1.2, NFPA CONS. TYPE VI(III) 111 BUILDING UNDNDED ARE AREAS 203,270 SF NFF . 8,000 GPM 8' DR -14 FL I I E PER NFPA, A CREDIT OF 751 IS ALLOWED FOR SPRINKLERS. 11111;1 u I IE I E MAX NFF - 8,000 GPM X 0.25 . 2,000 GPM WET POND PERMITTED POND TO BE EXTENDED - R "- ; I E E UTILITY CROSSING NOTES: I I E CRANTY SEWER /STORN SEWER CROSSINGS ARE IDENTIFIED. FOR ALL OTHER / PRESSURE RPE CR059N6 YAT1 CHANTY PIPE, THE FOEP TABLE BELOW AND CITY OF OCOEE SEPARATION SHALL BE YET W DIVERTING THE PRESSURE / E PIPE AROUND THE OTHER UTILITY. Fl�HIDRANT UTILITY NOTES: L D 1. MAINTAIN A YODYUN of 3 FEET OF COVER OVER ALL PROPOSED WATER C I EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED. / /E Y�cILAND E J. FLOW TESTS OF ALL ARE HYDRANTS SHALL BE CONDUCTED AND ROW TEST RESULTS PROVIDED TO CITY OF OCOEE FIRE DEPARTMENT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. _,�,� 4. WATER YARNS AND ARE HYDRANTS SHALL BE INSTALLED, COMPLETED, AND E E E E IN SERVICE PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ON M THE STE. 5.ALL SANITARY SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF ti S. ALL ARE HYDRANT VALVES SHAIl BE LOCATED ON THE DOWNSTREAM END OF THE ARE HYDRANT SUPPLY UNE AT THE TEE. 7. PRIVATE FIRE HYDRANTS SHALL BE PAINTED FRED PER CITY OF OCOEE CODE OF ORDNANCES ARTICLE IV 78-25 (D). SPRINKLERED BLDG NOTES: REQUIREMENTS FOR SPRINKLED BUI DING: A) AT MINIMUM, A CLASS FIE CONTRACTOR IS REWIRED TO INSTALL ARE LINES ARE LINES SHALL BEGIN AT THE PONT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FRE PROTECTION AND END AT A PONT 1 -FOOT ABOVE THE FINISHED FLOOR. 8) NO OTHER WATER CONNECTION SHALL BE OF OF THE ARE LIME. C) THE ARE DEPARTMENT OONNEC71ON SHALL BE WTINI 50 FEET OF THE FIRE HYDRANT. D) ANY ARE LINE CHARGED BY THE FDC SHALL BE DR -14 PIPE. E) THE ONLY VALVE ALLOWED W THE FDC LINE IS A CHECK VALVE. F) ALL FIRE LINES SHALL BE INSPECTED BY THE ARE DEPT. BEFORE BEING COVERED. FDEP SEPARATION REQUIREMENTS UNDER 62-555.314 EFFECTIVE 8-28-2003 HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION JOINT WATER ABOVE WATER BELOW SPACING STORM SEWER 3FT MIN ION PREF, SIN MIN 121N MIN 3FT MIN STORM FORCE MAIN 3FT MIN 121N MIN 121N MIN 3FT MIN RECLAIMED WATER IF REGI UNDER 62-610 3FT MIN ION MIN 12IN MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62-610 fOFT PREF, 6FT MIN 12IN MIN 121N MIN 6FT MIN VACUUM SANITARY SEWER LOFT PREF, 3FT MIN 121N PREF, 61N MIN ION MIN 3FT MIN GRAVITY SANITARY SEVER LOFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 61N MOVE GRAVITY SMITHY SEVER 121N PREF, 61H MW ION MIN 6FT MIN SANITARY SEVER FORCE MAIN IOFT PREF, 6FT MIN 121N MIN 121N MIN 6FT MIN SEWAGE TREATMENT R DISPOSAL SYSTEM IOFT MIN NONE NONE NONE 5 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 26D Ma1U,ad, Florid, 32751 (407) 529-8330 U J 2 p 8a! F z 0 a � 7 \\Y„Ytuuun,,, 2 AD O Q' moi'•. h F •' `O z I✓//O *PROF \Y��� � z ///1111111111Y c � U Fg W P' 8 F N g O_ 9 5; K nl S a o Mpg 9 16065 ? DATE: 03/30/18 SCALE: 1' = 50' DESIGNED BY: TRF DRAWN BY: TRF - APPROVED BY:_LAS_ UT -1 9 ------------------------------p— ------------ 4 — — — — — — — — — — — — — — — — GRAPHIC SCALE NOTES: 1. CLEANOIITS TO BE INVAL ED AT EVERY END AND MO OF ROOF DRAIN LEADER PIPE 2. ALL UNDERDRAIN AND ROOF DRAIN LEADER CLEANOUT TOPS TO BE INSTALLED AT GRADE. 3. ROOF DRNN HEADER PIPE TO BE 12' PVC. 4. ROOF DRAIN DOMSPGUT TO BE 4' FLUKE ADS PIPE. • -DENOTES YARD DRAIN S MADDEN CIVIL ENGINEERS 431 E. Horotlo Avenue Suite 260 Moillend, Florida 32751 (407) 629-6330 U J J y a 5� 0 0 s� c� ape a >D H a D ^n co �+ a Y//I11111111tV c � w z o � o � 5 � a JOB 9 16065 1 BATE: 03/30/18 SCALE: 1' = 40' DESIGNED BY: TPF i DRAWN BY: TRF - APPROVED BY: DAS I DR -1 s WETLAND f PD2 DT4-I F WET I I I F i F 1 F //E F STS STR MES -01 MITERED END SECTION (TMJ F INV. - 107.00 P-8 NORTHING: 1526691.22 F 'EASDNG: 478104.19 STS Sm #1-07 FOOT TME C /F INSET Rlu a 12 0.00 INV. = 112.44 P-6 E F INV. a 112.44 P-7 iF F F I F F F F NOTES: 1. CLEANOIITS TO BE INVAL ED AT EVERY END AND MO OF ROOF DRAIN LEADER PIPE 2. ALL UNDERDRAIN AND ROOF DRAIN LEADER CLEANOUT TOPS TO BE INSTALLED AT GRADE. 3. ROOF DRNN HEADER PIPE TO BE 12' PVC. 4. ROOF DRAIN DOMSPGUT TO BE 4' FLUKE ADS PIPE. • -DENOTES YARD DRAIN S MADDEN CIVIL ENGINEERS 431 E. Horotlo Avenue Suite 260 Moillend, Florida 32751 (407) 629-6330 U J J y a 5� 0 0 s� c� ape a >D H a D ^n co �+ a Y//I11111111tV c � w z o � o � 5 � a JOB 9 16065 1 BATE: 03/30/18 SCALE: 1' = 40' DESIGNED BY: TPF i DRAWN BY: TRF - APPROVED BY: DAS I DR -1 s w VARIES 1 5' G TYPE F CURB SODD 2 O xiv MA% } , , A E� EA"NG / PROPOSED GRADE GRADE CX 1 TYPICAL CROSS SECTION - T.S. U WETLAOD I VARIES VARIES 1 5- 1 5' r NDER 42' TALL • HANDRAIL 21I MAX RETAINING WALL BYOTHERSOTHERS PROPOSED GRADE S. SIDEWALK EXISTING PROPOSED GRADE GRADE rCX2 TYPICAL CROSS SECTION T.S. ;TX 1 rp r �9�p �B9 9 rra SJ 11991 \� II J O Im PROPOSED GRADE 5' SIDEWALK GRADE G GRADE CX3 TYPICAL CROSS SECTION - .T. S. X, S$[ 01 4-6 �y 119.6 \\ \\ \\ u l � �e. `♦�/j� °is BBIsB 'sB ° �9 sJ vy', 's2s J �9s� E \ 1 / I 1 I 8i L G ?a o `(s +.Ot♦ 10 \ J F Tw - ilio \v ?. o a. _ I Ati — ao 'ap',am 121. 2p BW=HBO V ,0 'e 42 1 d' eb. 17 a� F \ f F\ \ 1..oA' \ �`1t 4JI 1Py Ll p app spa 1p 5B Rs .„ I op .o .o 1W - 121.0 -\'Bp 'Boo, BJ B 'Vt1 F\ Bw - 18::0 1 1 17/8 2150 �54 \ /a/ 0 p- i 7L _ TY - 121.25 e ,- N` Bw- H7.o \ � 1 . s �,�� a.' - � , •,�-..;= o `, ,::°°-, Od' �O'�,. fes'""f:wY ,I ,. �\F. \ CX2 \ L EWETLANLI \ F \� \ F \� �ss �'>. � ;��, �-1? _ •�� � �'���5 'tom_ <x'�. Ml FLOOD ZONE A LINE E PER LAKE ROGERSON F DRAINAGE STUDY I ■ \ tI C } Y �ry v J vaT T x' RETAIMNG WALL 42' HANptAII TO BE DESIGN AND PERMITTED BY OMEAS E TW - 121.0 / - BW- 117.0 / F TW - 121.0 / ?p / BW = 117.0 � / .� - E F \ 116 F \E ew 12 5 7.0 TW -121.0 BIN - 117.0 TW - 120.0 BW - 120.0 - 10' 12' 1 25' 1 VARIES NET POND WETLAND WETLAND POND BERM BUFFER j 'ON IV MAI n PROPOSED EXISTING GRADE GRADE (aa PICAL CROSS SECTION N.T.S. 6' POND WET VERTICAL BERM POND CURB JOH;1V PROPOSED PROPOSED GRADE PAVEMENT EASRNG GRADE CX6 TYPICAL CROSS SECTION - N.T.S. 25' BUILDING SETBACK J z a.s• PROPOSED GRADE CX4 TYPICAL CROSS SECTION - .T. S. GRAPHIC SCALE b 0 1! b b MD ( IN MET ) I Loo6 = 30 IL �a 'e Ol ! I 1 I 'ppAk. 9CX7&0 PER LAKE ROGERSON, 10 .o DRAINAGE STUDY 2p o )090 a°♦ \$ I �X6 IYy F 1 20. ' YET Pi9.B0 1 / MEAN ANNVAL-24HR 25 YR - 24HR 100 YR -24? - 117.29 Co N.W.L.- 1U.00 'r �� 17'1 � &x- 1I ri s`'"'1� ♦ ? I N / CCC r �� r � � .tP�r 3� �`� ' �r�r o aoJJ In °k A, r" lid 1� g •+' ..�. I L. � Y 1 r F � � `� 1� va o Qa agcb ,°t♦ I I 11 U I I F/� F /421,— //� E E 1 1 / / B' 7 ;KCAL VERTICAL CURB �w CURB tx MIN, uAVV / PROPOSED J D GRADE E7aSRNG PAVENENT 1T GRADE rCX7 TYPICAL CROSS SECTION N. T. S. D MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Surly 260 MoiUaad, Florida 32751 (407) 629-8330 U J J a �- � oda I - a D c� e W 2° k" r✓/ � � PROF \\\\S �<' z /1111111111\\\ o c U W m o Z n N iJ W rc S a « na m e JOB 9 16055 DATE 03/30/18 SCALE: DESIGNED BY: TRF i DRANK BY: TBF - APPROVED BY. DAB i GR -1 9 CFRTIFICATION FOR CONTRACTORS AND SUR -CONTRACTORS I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F,S, THAT AUTHORIZES THE S70RMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE DATE: ADDRESS: TELEPHONE: 1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.08115, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WATH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS TELEPHONE, 1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885. F. S.. THAT AUTHDRIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION STE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS TELEPHONE 1 CERTIFY UNDER PENALTY OF LAW THAT UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S, THAT AUTHgUZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT 70 SECTION 403.0885, F.S, THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS TELEPHONE: 1 CERTIFY UNDER PENALTY OF LAW THAT 1 UNDERSTAND TERMS AND CONDITONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE ADDRESS TELEPHONE: EROSION CONTROL THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF WINTER GARDEN AND SJRYMO. DETAILS CONTAINED IN THE PLANS, THE FOLLOWING NOTES AND AS DIRECTED BY THE ENGINEER. 1. STOCKPILING MATERIAL NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATIERSODY OR STORMWATER COILECTION FACIUTY. 2. INLET PROTECTION - INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT- LADEN STORM RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 3. TEMPORARY SEEDING / STRIP SODDING - AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP -SODDED ALONG ALL DEDICATED ROW.. THIS WILL PREVENT SEDIMENT RUNOFF FROM INDIVIDUAL LOTS INTO THE ROW AND DRAINAGE SYSTEMS. AND WILL NOT LATER COMPETE WITH THE PERMANENT LOT GRASSING. 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROMMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA 70 A DEPTH OF 4 INCHES S. TEMPORARY GRASSING - THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REWIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 6. TEMPORARY REGRASSING - IF AFTER FOURTEEN DAYS. THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER THE AREA WALL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER 7. THE CONTRACTOR SHALL PLACE FILTER FABRIC AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION. 8. IiNNTENANCE - ALL FEATURES OF THE PROJECT DESIGNED AN CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTED SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 9. A WATER TRUCK WILL BE UTIUZED FOR DUST ABATEMENT. WIND EROSION B. PERMANENT EROSION CONTROL THE EROSION CONTROL FACIUTIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON OFF-SITE FACILITIES. ALL STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. 5. PERMANENT SEEDING - ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL• AS A MINIMUM, BE FERTIUZED AND SEEDED. 6. PERMANENT SEEDING AND MULCHING - SLOPES OF 6:1 TO 4:1 INCLUSIVE WILL BE MULCHED WITH A UNIFORM THICKNESS OF APPROXIMATELY TWO INCHES, LOOSE MEASURE. OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 7. PERMANENT SODDING - ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMITS ALL EXPOSED AREAS WITHIN PUBUC RIGHT-OF-WAYS WILL BE SOLID SODDED. OTHER AREAS WITH AREAS WITH SLOPES STEEPER THAN 4:1 WILL BE SODDED. 8. STRIP SODDING - STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS. WALKS AND PAVEMENTS. 9. NEGRASSINO - ALL GRASSED AREAS WILL BE MAINTAINED 70 ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA WILL BE REGRASS.D. 10. ADDITIONAL FERTILIZATION - GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED. 11. FOR ADDITIONAL SODDING REQUIREMENTS. REFER TO THE LANDSCAPE PLANS. GRAPHIC SCALE a o a m ( DT FEET ) L loch - 60 EL INLET PROTECTION: Q 1 I. DITCH BOTTOM INLET GRATES SHALL BE WRAPPED IN FILTER FABRIC AND INSPECTED WEIXLY, OR AFTER EACH RAIN EVENT. FABRIC FOUND WITH SILT, CLOGGED, OR TORN SHALL BE REMOVED AND REPLACED. 2. YARD DRAIN INLET PIPES TO BE EXTENDED 1' ABOVE OR UNTIL SUCH TIME GRADE IS ESTABUSHED AND VE CAN BE SET. 3. YARD DRAM INLET GRATES SHALL BE WRAPPED IN FILTER FABRIC AND INSPECTED WEEKLY, OR AFTER EACH RAIN EVENT. FABRIC FOUND WITH SILT, CLOGGED, OR TORN SHALL BE REMOVED AND REPLACED. GENERAL NOTES: 1. DESCRIPTION OF CONSTRUCTION ACTIVITIES AND THE CONSTRUCTION SEOIIENCE ARE TO BE COMPLETED BY THE CONTRACTOR BEFORE TIME OF CONSTRUCTION. 2- PERMANENT STABILIZATION TO INCLUDE, BUT NOT LIMITED TO; MULCHING, SODDING PERMANENT SEEDING. AND RIPRAP. STORMWATER POLLUTION PREVENTION NOTES: 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. REWIRED TO MEET TNS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REWIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 2. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT STE OR INTO ANY ADJACENT WATER BODY OR STORMIYATER COLLECTION FACILITY. 1 THE SURFACE AREA OF OPEN, RAW ERODIBLE SOL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. 4. INLE75 AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 5. AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED WITH A WICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, WRING THE SEASON IN WHICH 1T IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WIN PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 6. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REWIRED TO ASSURE OPTIMUM OROW WHO CONDITIONS FOR THE ESTABLISHMENT OF A 0000 GRASS COVER. 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED TO ESTABLISH THE DESRED VEGETATION COVER. 8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED WRING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. 9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED GRASSES OR VEGETATION AND RETENTION/DETENTION FACILITIES UNTIL THE NARK HAS BEEN ACCEPTED BY THE COUNTY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION, WHICH IN THE OPIION OF THE ENGINEER, HAS BECOME DISPLACED DUE TO EROSION OR WE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR. 12. ASSWUTLEY NO WORK MALL BE ALLOWED WITHIN ANY CONSERVATION AREA, BUFFER AREA, MITIGATION AREA OR DESIGNATED WETILAND AREA UNLESS SO SPECIFICALLY DESCRIBED BY THE PLANS AND GRANTED BY REASON OF PERMIT FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID AREA. 13. PRIOR TO CLEARING AND GRUBBING. THE LIMITS OF WETLANDS, BUFFERS WETLANDS, BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT OF WAY LINE TO PROTECT THESE AREAS FROM ENCROCHMENT FROM CONSTRUCTION ACTIVITIES. 14. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY METHODS STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FORBRIDGE AND ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE. 15. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND OUTFALLS 16. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH FOOT INDEX NO. 102. 17. INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR ONCE PER WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL. THE INSPECTIONS MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND SWPPP. 18. GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE DIRT. IF GRAVEL IS NOT ALLOWED, THE CONSTRUCTION ENTRANCES SHALL BE SWEPT PERIODICALLY AND LOGGED BY THE CONTRACTOR. y MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maillond, Florida 32751 (407) 629-8330 0 0 Z Q ^J ILL J 0 r Z LL 0 U Z ''0^ vJ c O W O V. >O F V U J J s IL Nom � Q F 'g a Li r S ♦ •(�� ry ---LL cy b K i 2 O; • hF:'O z ��//J111111111\\\ a o FFa W O 4 u N gu O n 13 5 K 1 S a O ,AB 9 16055 w DATE --03/313/16 SCALE: 1' = 50' $ DESIGNED BY: TRF i DRAWN BY: TRF - APPROVED BY: DAB i EC -1 i i Pi IT (T�7 — — — GRAPHIC SCALE ( Df lEEi ) � D � PRIVATE DRIVE_ BUILDING "4 AM (4& T ] 3r Y x t 54 rL O»� J O O T r ❑ -�iEl El El � f 1Li EITY OF OCOEE FIRE TRUCK ualom [(() Captright (c) 2008, Tronaoft Solallone MADDEN CIVIL ENGINEERS 431 E. Norah* Avenue Sulle 260 Maitland, Florida 32751 (407) 629-8330 U J J 0 0�^ U3 (7 w5a j B o c7 N S K�S......,;' a4' n a Q•, c W X* W 2. z ///11111110\ c c 3 w m o O Y N o W � K » W 5 F � Q Qi M< U— JOB d 16065 DATE: 03130/18 j SCALE: 1' = 30' DESIGNED BY. TRF i DRAM BY. TRF a APPROVED BY: DAB 5 VA -1 01 s MADDEN CIVIL ENGINEERS 431 E. Horotto Avenue Suite 260 M.,Uend, Flo Ida 32751 (407) 629-8330 U J J a �- D oda (D W Q z °o F 8 a� D t� \\\\\KES 0 h O" K; < 1f/O*PRO \\\> < z ///111111111YY a � z W N I No W rc f O n n a ro m JOB 6 16055 1 DATE: OS/30/18 j SCALE: N.T.B. $ DESIGNED BY: TRF DRAWN BY: TRF Ti APPROVED BY: DAS i r5 DT -1 9 TRUNCATED MES Fuhue Curb And Cutler ConcWcdon Q 20'ROr ASSh—On P1.S 2.R S 7'O' 1'-10' 1'-Y �� ( OF RADIUS BEHIND BACK OF CURB V-1 A 1 Y -{ T Joint C P T"� '� 4� KNw Ilan I I �3 I I 6' OONCREIE SDEWAIN q C 9' fr ' S'-� I s 12' 6' r - 6' 12- B 4. 6' e• VWI y user Curb And Gutler SECTION BB r��f„ 2. R \ Im I M MMUND PLAN _P�'-2 B• r -to- r -r r R '� �, Hr 9®wY rPr ,.• 3• R PAYEYENT g •' } ^: `� ... F'•.; ' 24• TICS .BAR PLASTIC STOP BM J—L .'SUB(7tADE: 3�. Fv xln STO SECTION AA SECTION CC PLM VIEW DOUBLE YELLOW 3oov VALLEY GUTTER DETAIL 304 RAMPS FOR PEDESTRIAN TRAFFIC 30F.D.O.T. TYPE F CURB 0E PER MUTCD 28-4 (RI -1) N.T.S. - N.T.S. - N.T.S. 30• HIGH INTENSITY STOP SIGN 24• ENGINEERING GRADE STOP SIGN FOR INTERNAL SIGNANGE _ 212 STOP SIGN, BAR AND CROSSWALK /4'R 1g" Same Slope As fi' N,v1Es - SITE PLAN r 0 6' CONC. BLOCK MASONRY W/STUCCO, FILL ALL CELLS, REBAR AT CORNERS & CENTER OF Adjacent Pavement g - o J5 BACK WALL, & TIE BEAM W/LENTEL BLOCK ON TOP. 311 Joint 4 R Seal iV - + IHiCK 2. p5 REBAR (TYP) - + THIGX to �� Kam 411 R Y _ Y .. 311 Conc. Pavt. 1 " WOOD MOAT FYd91 SAW Wi L' //} CONCRETE DLO WAII( AT SH RAW PT CONTRACTION JOFINIINTTS AT Wr 4r.N 4' GSP FILLED W / \ - 2 Exp. Joint And tr STABILIZED 9bGRADE TO 95X MAX. DENSITY CONTRACTON '10'Hi5 AT L COLNACiED SUBIXIADE 5'O.C. YN EXPAN9DN MIT fi• COMPACTED SUEGRADD AT 2O.O.G YN. TO 95x YA% DEU9 - 6' :•`a',H;'_. CONC. 3' ABOVE Preformed Joint Filler PER AASHTO T -IBD 50.4 Lm1 EXPAH9W .IOXFT AT 20'O.0 MW. M BOty PER 9 TO T-1 Z SLAB h 3' BELOW •N - SLAB ENCASED :. (TYP) 300A F.D.O.T. TYPE A CURB 91q VERTICAL CURB sol CONCRETE WALK 9oa CONC WALK 8 CURB 1 - N.T.S. - N.T.S. - N.T.S. - N.T.S. :`•a+`�::.`'. 2-6X6 GATES TO BE PAINTED BLACK 6• CONC SLAB .12',,. W/ 6x6 WWF NO CURB AT THIS Q LOCATIONgT7 DUMPSTER PAD / ENCLOSURE HANDICAP PARKING�1W Ir fY IN SOMEN.T.S. WAUX TALL THOE1® e•atER— SON SPACE (ETP -25) La EDGE MEW" 2• FDOT SP -9.5 3, - Ix - $ (m)I 1W _ 5% go Q STRWNG EDP BES CURB Ir STAINUR D 91BQMDE, MN APpgO� S IPPL MIN IHCONCREM R 150 COUPACAN �IED LEN IT C6Rn OF TO YN TO MN MEI19tt 6 EN 6 11E Y MEET DENSITY 6 On 611E PROCTOR VAX pIY OEH51I1; AND MEET FDOT F ONT DENSIED ITY (ASW DOR SI GS» �EORCATIONS —�, •\ \ "" .,. ` v� ""� L - 4' WHITE PARKING BY v B• Q (�) (INTERIOR) STRIPE DISABLED PERMIT � s ONLY RDt TYPICAL PARKING SECTION ,i%' 4 N.T.S. aH.N YrDY ux Y1FW . rurFaN,rF aFTAn, 4., CAa35HHG is �_, �—� i i,G rZNFalax rel $100 FINE (TYPJ PUiW NG STALLS SHALL BE YARNED k BLUE PAINT PER FLORIDA ACCESSIBUTY F.S. 316.1955 WITH WHITE CODE . F r 1 _.� F1Cr0arAt vlFw 1 lovnoouru crani N a r� Inv Ir ox SECTION 4. 6.1 �_ al 1S�v'y�e, 'I a l SHDNN vuN/cn.o sNlua1 �— //� � �L P c9��G�\p' / / / NOTE, 1. ALCE59BNtt: A) IN ACCORDANCE WITH THE FLORIDA ACCESSBUTY CODE FOR BUILDING CONSTRUCTION, SECTION DATED NOTE, (HANDICAP SIGN ONLY) I. ALL LETTERS SHALL BE BLACK AND SHALL CONFORM TO MOT 'ROADWAY AND TRAFFIC QP� —� /% _'y�✓� / / / 4.1.3 (1). OCT. 1997 AT LEAST ONE ACCESSIBLE ROUTE COMPLYINGWITH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR DESIGN STANDARDS. ,. „ _7 7 FAOUTY ENTRANCES N ALL ACCESSIBLE 2. TOP PORTION 6 SRF SHALL HAYS REFLECTCMZED _. -" J SPACES AND ELEMENTS WITHIN THE BUILDING OR FAOUTY. DOORS ACCESSING THE ((ENGINEERING GRNE BLUE BACKGRD WITH VA9TE REFLECTONZEI� OUNLEGEND AND BORDER. • BVUNNO MUST BE DEPICTED ON SITE PLAN. / - • vHCTOaeai v1Fw can xowx Al Hcas axD cre-x —1-1 vrc a1u vlOv e c sxvvx rovrrox 11 1C., Avoaa+l —1-1 RAMP DETARS PATH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANCCAPPED PARKING 3. BOTTOM PORTION 6 SIGN SHALL NAVE A RE'LECTORIZED (ENONEERNG GRADE) WHITE BACKGROUND WITH SLAIX BONDER. 20' MIN. d _ auuoAo caosslNa STALLS, LO NO ZONES SOMALIS AND �..1 1� TYPICAL PLACEMENT OF DETECTABLE WARNINGS RAMPS ON SITE SHALL MEET CHAP TER F THE FLORIDA ACCESSIBILITY 4. ONE SIGN REWIRED FOR EACH PARXNG SPACE. e' ✓l� I "'� Or1oH/la s ]015 •�' o" P�"'N'. DESIGN 6TANOMD6 UBTTI CTAB LE -A-1-.5AND SIDBW'ALS CURB RAi1P5 304 CEP/] C7IX1E RAMPS SHALL NOT EXCEED 21 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS -SLOPE. (TLO It -16 -BCE) 12-11-W 5. HEIGHT 6 SON SHALL BE Y ABOVE GROUND IN ACCORDANCE WITH FOOT 'ROADWAY AND TRAFFIC DESIGN STANDARDS. / / TD TRUNCATED DOME DETAIL g)g HANDICAP RAMP AND PARKING STALL DETAIL 923 FIRE LANE STRIPING N.T.S. - N.T.S. MADDEN CIVIL ENGINEERS 431 E. Horotto Avenue Suite 260 M.,Uend, Flo Ida 32751 (407) 629-8330 U J J a �- D oda (D W Q z °o F 8 a� D t� \\\\\KES 0 h O" K; < 1f/O*PRO \\\> < z ///111111111YY a � z W N I No W rc f O n n a ro m JOB 6 16055 1 DATE: OS/30/18 j SCALE: N.T.B. $ DESIGNED BY: TRF DRAWN BY: TRF Ti APPROVED BY: DAS i r5 DT -1 9 I LYw AaeR.w�l � AadBbrol can A I 1 -5 peep ger erprtl'cbr fieriN A (Sw s«Ibn A- 4 Veep W 2-- )'e EmAy� 3� - eemm AW Boman A AaibTO9 u 4s panty Ben el (sw Secsm A- TOPIS SLAB REINFORCING STEEL DIAGRAM DIP I TM A 0, B meM� Bon A SIM W 2-. 5 peep Ben (See Swebn B_B (2 Lw SppmI pemJlled) 2 AdeOwal Ben e b•Yw. o.GE - SW 01 OpealN - I 2 eeraeb Ben A e s•o.c i'c« seel�bn 70P SLAB REINFORCING STEEL DIAGRAM !6! L e d^gg iW ]•-e• T,P) Iz• eve �b &� $dS�I �' Bwe 6' tpaMaau� Re- $8 ab w rW w Iw WA lM by of w eWclveN rWr pal ee wwmMtl b w ^SprIW Tw 9eb' dM"She ]. m 111b eMM. T.. RinlerWi ?a 4� iY fMYI .. RiNerprq gs w- ­ e ALTERNATE B SCCIION B-0 1. helf ItOIE• PwAee eeVa rWlwdrq ren par a mer wer:rg leYslwrnWnl remw�baj w weNq wW pe.MIt wpml . el rpnlwmrsl eeere the P.-I, a w emrA]' m�eaenenn wwae m naa,.a q ,. supp­ Ber A w e le ledpble oemeavr Minen w Mnpen m4 wtl emrm eewr pyee. A Tw SUB � wa RWI Sheer dry 10 IgRC Yerfepm. N emw aY f the M PmNlltl wblea b EnSM✓e nPMeret Ia ogpiwtl sneer �• 9wr Ny e} o N' Bellem Sbb Re1N A BOTTOY STAB SLAB TO Will DETAILS FOR PRECAST ALTERNATE SPECIAL TOP STAB' GDOR.M. NBIFS I. &atlaN elr ivn bpbme V-0• die.lw eM empty (NL N me ]•-6• 6. slrvcEee BNleme mq h re N cen(uMUm rN wb Nbl IG. TM mmr Litt, eMn on Mmwry I« Marqubr Wicbre rre .Rh uvbr 0aagnoltl Try. P. lnryp .Lomak epWm BeBmu tepa i)pn 1. 2. ]. 1. 5, B. 9, vW IG. ort airy maMob w R�1bn hes ins riven eM Nbl Brmb and ueM m eY. dim nclenpubr Rmn, NYI eM Nbl degielad a J. Reere an pvmitltl Iw m eWauro. pA�re aM.n N w pbM « apw .IomoN drmbea ML B aeuaure iMmEr- F.I. .i be rm.i�.d N iu el w began Wb a w NL B rler .Mn um! boNoeW my M uW N cmAncUan W Cub NYl Tyyppoa ] t B. w riA w NL A ma ewh tSl eMl b rWfwced rph 2- s ben. 2 wart el aiebr eWpune (Mwm1. N cemlrucltl N pies my m e�.1 bexem Nal uMm abanlw ehe-n N w Clam w ever pws4sN el romp-rWlentl _Ie w brio « ranlwmd cerereM. Pmml and 1 _, =111:w �mna le Wrn (IJImwN e) !M M coubWad If ranlaced I. NOS. Nie. LII. w maJd. ISA Sha a eecarad m .Wciw I. Awn m ]. r et u eI rnai M a d rye died by w Ergb N waer SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES (ALL SLABS Be 'THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) �o �o B�BIBO�L� �mror�mro SLAB DEPTH ID11E I DEPTH um III 7TI 1 Wee Wobpee «O re2d«cerwrl w. Iw Wer reYdwue mel-In-pbce vel b lumblcd le ledpble oemeavr Minen w Mnpen m4 wtl emrm eewr pyee. 0WIN 1. TM 21z en eoser b to M atl 1« tl Inm.. T- atl T.-,ou Iremw 2-/B Bore pneal tmueb uiila e.wp pneml ebNar urvL �eA raY N acwdenc..Xis eTM1e AST.LL C -0)B (rry m Iwo 6 Fu01 rran I11 Ineb en eW��l .mMdmml Imb N w Hor20f, b)w 6��4��pplBbpeg�eem;aaa/J a fthe teMr,NM. (ANWI. xaILS REINFORCING SCHEDULE SPECIAL TOP STAB' GDOR.M. NBIFS I. &atlaN elr ivn bpbme V-0• die.lw eM empty (NL N me ]•-6• 6. slrvcEee BNleme mq h re N cen(uMUm rN wb Nbl IG. TM mmr Litt, eMn on Mmwry I« Marqubr Wicbre rre .Rh uvbr 0aagnoltl Try. P. lnryp .Lomak epWm BeBmu tepa i)pn 1. 2. ]. 1. 5, B. 9, vW IG. ort airy maMob w R�1bn hes ins riven eM Nbl Brmb and ueM m eY. dim nclenpubr Rmn, NYI eM Nbl degielad a J. Reere an pvmitltl Iw m eWauro. pA�re aM.n N w pbM « apw .IomoN drmbea ML B aeuaure iMmEr- F.I. .i be rm.i�.d N iu el w began Wb a w NL B rler .Mn um! boNoeW my M uW N cmAncUan W Cub NYl Tyyppoa ] t B. w riA w NL A ma ewh tSl eMl b rWfwced rph 2- s ben. 2 wart el aiebr eWpune (Mwm1. N cemlrucltl N pies my m e�.1 bexem Nal uMm abanlw ehe-n N w Clam w ever pws4sN el romp-rWlentl _Ie w brio « ranlwmd cerereM. Pmml and 1 _, =111:w �mna le Wrn (IJImwN e) !M M coubWad If ranlaced I. NOS. Nie. LII. w maJd. ISA Sha a eecarad m .Wciw I. Awn m ]. r et u eI rnai M a d rye died by w Ergb N waer SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES (ALL SLABS Be 'THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) �o �o B�BIBO�L� �mror�mro SLAB DEPTH ID11E I DEPTH um III 7TI 1 Wee Wobpee «O re2d«cerwrl w. Iw Wer reYdwue mel-In-pbce vel b lumblcd le ledpble oemeavr Minen w Mnpen m4 wtl emrm eewr pyee. 12- n dwUe onr 14' on m M chmlud hr Ibelel'vi env a by 1. TM 21z en eoser b to M atl 1« tl Inm.. T- atl T.-,ou Iremw 2-/B Bore pneal tmueb uiila e.wp pneml ebNar urvL �eA raY N acwdenc..Xis eTM1e AST.LL C -0)B (rry m Iwo 6 Fu01 rran I11 Ineb en eW��l .mMdmml Imb N w Hor20f, b)w 6��4��pplBbpeg�eem;aaa/J a fthe teMr,NM. (ANWI. xaILS REINFORCING SCHEDULE « AS.TA. C -]p, Clore ---, B wee. oaf re eMn Ilr arm b P.- N w anW one-pdm a w roe atl batwn WM ^aY b npaetl .pelphl emMemNb « perlplWrp N .Bis w rtlnlwrmnl ata eM.n uMw 13. lNb bryw Uan .pmYce Metivd mq b abeblultl a w m�lsaaw'e aplles rlsm Nm lmRa .S rot route « Nveme w erMp a u1p1Y mn141a SrrA dem .wltl Irwae e^11 rMn a lcJ ped f« n w pbM w m'paYpy bmltl y w Ergbmn +� q1K tl flee �Iwwam eeallonee sbppnl FM Fmbtlmml a Perprnl Ri el t h Wu el Aa IMerbyermbuib Nee d M1wabind al ro addpbrol mel b w OmepmnL tarpw 1. Slab reNwmrMN b ollpoDdeU Ih lop. NWme6cy atl tabor Yma p2�lAE a p KrB� 4. Tm and hoer Wb Ihcluw. ono mJwavMnl an (« prwaet and mel In pw. oa.lr�cllan Tm ene Iter ebbe Hol ba el Coe. ++ SW Wre Ibtlu f« Tm Me BeXen� Blebi. Wn xa 201, Slrl ] of 6 A wL rmnl rwb« Ilwwle B �nL .SMUT aPP�es'el a w F]Ipiap. Ilse no4 epic. le Bid Nem NV. 1 SIpB dePU b m m Inn r_.._. ped. b Iw a ebB. Ft Ie. Co«nb rye .peaYWe N AST.u. c-ae (4am rmy B. ed N W el Cbn + eM qen -+ carN.l. h pr.ml mmWeclur.e S. Am M4 Ben Mae Awe Y' meirnWrl m.« Wdees eunr.'s..Ipm. 11orDenld �b�IB�i �� �� 1 Wee eeien epN b rmevee Ie w lop a w MMom Blab I« boor atl 034 N parte .NCA en sneer w '--d LbweBne PrameWee' 1« w N.peebN of pascal erebap P_ " .Lep N nclwqubr epucium Mal a bpDee o mMnwn a 21 Bar earobn al mmen. 1 f. Fw meaWY art JuncBw b. mpa I« hear atl m.w., mq Iw wwbmnbr epei w New Na 201. 1e w Lep a w Nterme6eb Wb 1« Wra z g,p S W1wsIWn1 Vee M ASTM A61s. Gob to « m N9 rWtl .Ir. 4. Abs Ipfiphl N the Qabrla Mlrem Im a bwr Wb to bellem el uppp paa E ieede. w .mwu « alwmtl. F G STRUCTURE BOTTOMS TYPE J AND P zoo - N.T.S. TOP NEW 2'-0' Or 3' _O* TYPE - SECTION l f I� '210 -1 TOP NEW A' 2'-0• or 3'-0' r WALL SECTION �SECTION C Fw C I— Tree 1, 2. 3• e 4 I I I I' > TOP VIEW }" 2•-01 Or 3'-0• } u f l WALL SECTION s¢cnoN TYPE www For Cob web Type 7 k e CAST IRON Pkt-ILP lab a S,ld TOP NEW NOTES (FRAMES. AND COYER) z -IB eve. 1. TM 21z en eoser b to M atl 1« tl Inm.. T- atl T.-,ou Iremw 2-/B Bore lh 2Ytype ep eiale (belllk IYP 166 A Hor20f, b)w 6��4��pplBbpeg�eem;aaa/J a fthe teMr,NM. de.p mala N.Ieeellen a Irwrr .IU deep .or1'1rot permBbe. The 65 b. dead we m b pocad me aidig e E�mo�mo dem .wltl Irwae e^11 rMn a lcJ ped f« n w pbM w m'paYpy bmltl y w Ergbmn +� AA R". -I No. 6 Bon Empt 6-/6 Bpn Sh- Ban spaW O fi' Cmbn BeU WpyederFYmpl "e" Bw' Sheen e )• Gnlera w Ban rah ACI 2_(e Ben slud Hoot. Cenitl /perm. Is', Or Onbtletl N Aororewan NOTES (TOPS) wim TM sbb RpporcpMa oelei Shen utler opuarol 1. YdNW lm Type ] elYe ehe b a (bee -- mror.la Ce ­ e. rye .pmYae N ASIY C -47e mri M aced I« Cusbuapm Joint. S REINFORCEMENT PIAN Ne. 3 el 6, Empl AI (B Ben printu L; 1. G.,.. Np. No. 3. And 16 Ben Awb Ymhob op..g sha N i p w. 2. YmhW Im Tym T Wbe may b of cat-N-Dba « p.swl ma,T 7 tM mlbrol ty b 1« Pnmel Lapp atl b W a darW. Frame vtl WD opNb,pe en b be fled rMn tee b used ow o hncpon bac fnmw me ba eay,Mtl .ih wee ar m W ceunm of trkl 3. Ymhtic tee Trye B -Y b of cal-m-pba a prNael the ovatruclbn «take .. re.1 Por CI eaulruppar4 w m " ark .feel nhlwcpn.nl enN �WUa duty a' w MNP«lNg inn uM. M eroenbk may Ba aced. 4. 11enM1W 1" ehae M .e l le .Iruawee 'pool CwWUucpen (dole a chem m SnM 3 a 5 e rr > �L I I)• y � T- -r 3' We Rha (opm ) SECTION"• COVER FOR ALL FRAMES WEIGHT OF CASTINGS 2' OPENING 3. I- OPOBIIC Cwr 2 -Rem Ces Typ. frame (AEJ Ereme Corr IbnTap 128 We 212 lb 220 Lee 212 Ib2W Lb 62 the -- 134 IDa 212 lb 260 tee 12 the 260 W 2 IDS. - B6 lbs. 212 We 220 LBe 212 Lb 250 IDS 462 L e• FFo 3 h 4. 6a. 11'OpBwa1 Iby 10• For 3, e' & e Y ob. 10 oraR Tbkenw 01 Sbclum Wee SECTION TYPE 7-T (TRAFFIC) (H-20) T. =r Xis ]'-6' b 4' t user PRECAST CONCENTRIC }CONE cor�w.le a e• erke. s« Nae 3. .� 11 BRICKa OR CONCRETE Dopa. b T XIa 3'-s' a 4• . j Ler PRECAST ECCENTRIC CONE TYPE B MANHOLES MANHOLE TOPS Tie. Varb. � (Iz' sla.A 5b � a }'cptanDtl Her— rid f cram Ila 4 Cmrw Ag~. 2. 2' ti « Febrk NOiL Amp Mllwn opp'plet, Iw e0 rmMW ark TNM Trym. Ceel 1« I= bWom te M NMWee N w ConYecl RIAS Gnul b m eiIt of Y.1 sort-Cermnl Yutun w ey Cbee Cencrpe. pia 1« Mel FON Al 51ROCMms pI6ES5 .. Br SPEQg. DETAL SUMP BOTTOM DRAINAGE STRUCTURE INVERT FRAMES zoT SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS WALL DESIGNS - RECTANGULAR DI s�HEDUIE I WAEM LL �I7� 31 I I ]'-4_ T #p ME, Y iTw aL ga 8 D i Bdl TYPE C14 111. o {j Strpphl Y Cha b1<uia TYPE C BeAds'V;% PLAN SECTION App" , Weight 235 Lee. Ammo WeyA IW IDa CAST IRON GRATE STEEL GRATE TYPE G Remnwtled Yaunnn Pp. Site LOI Gnb 2'-0' Wm -IB' Pp Pipe GENERAL NOTES 2;� X I� I. Tome Abu w. meet. Iw Ireype wE pN.Bian waw an b W need N elpw, Ir- naiaru art aMr aroma mB)eel m Nlradurnt Cott befMeipf hA ae ml le m Chary F «eery rd).at b wry Ivey ehW Imes HALF SECTION CAST IRON GRATES z p,M, mel.et b mNNOI Oebrb wee a mMwa.d .XMn eMa atpe aebm b e p�eBbm iNeb elielle b r...bvatl .Bra WLL Sb11tl InYb torted -XNn -I-ry War teras eM h wore e¢ le -try pap Mn Irww.db Male. 1M VwemW diel mak las b ro- t eeeplabY b Wiet Type k Sbb my m mlulnclee el lM w peN aMe ea emm� m pbm. 1 Steel IRAN are le m need m eh Nbb .Bene bkrW Velrc b enikimltl. Sleet palm m Nkb .Ito UrnnebN WLL FBhv ort ken er M.N porn may M 2'-0• uetll m hbb .plant Cele rMre bEyrle IraNc b M enpcbaltl. ERhw Sul Ben a e' e• M.M drab. nay x a..a w rye Alp. W inn-Nw.rwW Mp.. sael.a m w ep.apw Melamed eBew. rye Nbrmb G Cel. b epepTid N w Pbr0. alner w Mw prole. o..eptl le the ' al. febrkapw6 w w w.l M Cele my m need, upeee w paa .tp/ab w ped'a/er 6pa 4. Remm Il lmnr.an yin Wee Cam we le, Cpwp. Pe. Pp Ww iwyer I- - nmmmenNd mwl M eheeW Ia. ,R 2 b. M wpeetl mrran wW echo If miweb en I. a ehe4fe,ed B• 3'-6• B• 6 PevwsNl b M awe m NLb aBlseul Wb atl Nbb nth ron-UawmW ebb oeh' a Unleae OUerWif reen matl Iw N w P.- ­i � SMrn On Plpn ). Tirrvhdtl N cmbemcl peprba ai the mIw F lWBaeutI brlpebuB. .eQhwlop.pohdAmiea .Vv.erhk.ConmbeybbaIn Comiwl WHNaellwbd mpe[Gxveebnl L e bpjM. r.m2.d npbumenl pets NOTE: Al. B Structure Bottom Only. See DelaO No. 200 B. s"d " he m ln.e m d NYb net KKattl N pew 1 wwe ad pub Iw atl' m4rap STRUCTURE BOTTOM FOR INLETS TYPE C me pow Iw -dij SY. P. Fa mpprn ,, m1o1e w• wep Ne. MI. Ip. Whw vetl h -ft eine ae Lew ebtl beerby p.....5. Fw.kry/64•A w.wtl. zszc F.D.O.T. TYPE C INLET N.T.S. MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue SYTIe 260 Mol Band, Florida 32751 (407) 629-6330 U J J LL S a LL 'U h O O•PB.I� a; Jy •........ `cJ B PRO \' 5; u z 7j1111 11 ltt\\a w � On a O Mpg 1 16065 DATE: 03130/16 It scALE: N.T.S. 1. DESIGNED BY: TRF i DRAWN BY: TRF APPgOVEU BY: DAG i DT -2 9 E�mo�mo �mK�� BIT �� iTPlP���YEPBTBTBT� �� 003�llf0l�]mIRiT• fQE1C!Y�i lx�OT��lz�OTO �� �mzmm BBB®�OBBB®P.�BrBS �� �� I�moTQ•t�Ia Ttmr�s�r_ �60�6f0 ro r© Ir�To�monEDEMM �b�IB�i �� �� WALL DESIGNS - RECTANGULAR DI s�HEDUIE I WAEM LL �I7� 31 I I ]'-4_ T #p ME, Y iTw aL ga 8 D i Bdl TYPE C14 111. o {j Strpphl Y Cha b1<uia TYPE C BeAds'V;% PLAN SECTION App" , Weight 235 Lee. Ammo WeyA IW IDa CAST IRON GRATE STEEL GRATE TYPE G Remnwtled Yaunnn Pp. Site LOI Gnb 2'-0' Wm -IB' Pp Pipe GENERAL NOTES 2;� X I� I. Tome Abu w. meet. Iw Ireype wE pN.Bian waw an b W need N elpw, Ir- naiaru art aMr aroma mB)eel m Nlradurnt Cott befMeipf hA ae ml le m Chary F «eery rd).at b wry Ivey ehW Imes HALF SECTION CAST IRON GRATES z p,M, mel.et b mNNOI Oebrb wee a mMwa.d .XMn eMa atpe aebm b e p�eBbm iNeb elielle b r...bvatl .Bra WLL Sb11tl InYb torted -XNn -I-ry War teras eM h wore e¢ le -try pap Mn Irww.db Male. 1M VwemW diel mak las b ro- t eeeplabY b Wiet Type k Sbb my m mlulnclee el lM w peN aMe ea emm� m pbm. 1 Steel IRAN are le m need m eh Nbb .Bene bkrW Velrc b enikimltl. Sleet palm m Nkb .Ito UrnnebN WLL FBhv ort ken er M.N porn may M 2'-0• uetll m hbb .plant Cele rMre bEyrle IraNc b M enpcbaltl. ERhw Sul Ben a e' e• M.M drab. nay x a..a w rye Alp. W inn-Nw.rwW Mp.. sael.a m w ep.apw Melamed eBew. rye Nbrmb G Cel. b epepTid N w Pbr0. alner w Mw prole. o..eptl le the ' al. febrkapw6 w w w.l M Cele my m need, upeee w paa .tp/ab w ped'a/er 6pa 4. Remm Il lmnr.an yin Wee Cam we le, Cpwp. Pe. Pp Ww iwyer I- - nmmmenNd mwl M eheeW Ia. ,R 2 b. M wpeetl mrran wW echo If miweb en I. a ehe4fe,ed B• 3'-6• B• 6 PevwsNl b M awe m NLb aBlseul Wb atl Nbb nth ron-UawmW ebb oeh' a Unleae OUerWif reen matl Iw N w P.- ­i � SMrn On Plpn ). Tirrvhdtl N cmbemcl peprba ai the mIw F lWBaeutI brlpebuB. .eQhwlop.pohdAmiea .Vv.erhk.ConmbeybbaIn Comiwl WHNaellwbd mpe[Gxveebnl L e bpjM. r.m2.d npbumenl pets NOTE: Al. B Structure Bottom Only. See DelaO No. 200 B. s"d " he m ln.e m d NYb net KKattl N pew 1 wwe ad pub Iw atl' m4rap STRUCTURE BOTTOM FOR INLETS TYPE C me pow Iw -dij SY. P. Fa mpprn ,, m1o1e w• wep Ne. MI. Ip. Whw vetl h -ft eine ae Lew ebtl beerby p.....5. Fw.kry/64•A w.wtl. zszc F.D.O.T. TYPE C INLET N.T.S. MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue SYTIe 260 Mol Band, Florida 32751 (407) 629-6330 U J J LL S a LL 'U h O O•PB.I� a; Jy •........ `cJ B PRO \' 5; u z 7j1111 11 ltt\\a w � On a O Mpg 1 16065 DATE: 03130/16 It scALE: N.T.S. 1. DESIGNED BY: TRF i DRAWN BY: TRF APPgOVEU BY: DAG i DT -2 9 NYLOPLAST INLINE DRAIN �� iPN/Ef tlUIE IO pnExrN:caROLvaro uunlfrzrinm BARsnAacaf ncca<uDOAnox (? r. Aw,rnxatYE n,nL �Gts�<vE oAmYpn,.id �Lm k 1 W rot a14 w/LLgl amsm TwYrtS s San CP9+z NE m'APpUSTSESOFIYETaaJRET/aMID15 �wRcavRooarw rokF �S MIiEAD5SN3E WNL. xWCMDUI1WNy. ss.EaAronv. ooARY3AiEohla3e®P.c wamrxart AlE<r imwlLwrwwsY vlawll >a�m®mom®mm®OEM m OEM 111111131111111 milmillim®lllllm Olo 0lo rea anp., nys. v O fpnc�ece slab sM1ell beme<epenetlp,a loan a.�agc as. oss <r o<m a p pe. Seec seclel�entnhelosr. IJ Sl,byl34T�_ i< <k. Rein «a w,la1. a F 6,0- r� TOP VIEW -SINGLE PIPE o. Ra,aa ea....:� a—I pl, 1lea �is6�6 Si.bYL_ nice It t l ,¢tl kalM1 y Ica a/ < 1 as TOP VIEW -MULTIPLE PIPE H rna o � £ Unlesls n [nye e S Ta iFn a ... . t 9e all<� n: ."P.— 21' (ripe L nrlua Ianl SECTION Z73p SIDE DRAIN MITERED END SECTION N.T.S. V s O o 0 o V ALLOWEN4JRSNv:a�ESUIESSR01®o11EiwASE aM1E YFEry M2) laAe MRRO W%T' NAIBYN.S WALL CaX[aRY iDASrY ASn aRN1E24SWy PNNI CASiNSS MEfMn9EawiHAftAal PNtt l Of W q 0E\1a: AV/LA9E UNN REpIESr SEE 0 PAx W a!: p. 1599CGS oxoRNVAAEA=sk—N xNewrwrx mu¢=sautes w1aE0 WUIE [aRFASV A0.£SS w mm NCN le x SIA<OND mA¢ 2oo1-Ilo->.ae NOTE: 1. STANDARD 12" GRATE FOR PAVED AND GRASSED AREAS ONLY, 2. ALL INLET GRATES TO BE CHAINED DOWN 12" DOME GRATE TO BE USED FOR ALL OTHER APPLICATIONS. sas YARD DRAIN DETAIL N.T.S. 1599CGD axa.RaY A9FA=11SU wLY A=lfloxwBPn VArN wwE.n�olas — --- W-01 allaaE IIaN le x oarc mAs Assf2aY Eaor-uo-au lav ■ MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Sulle 260 Maitland, Florida 32751 C. 629-6330 U J" O C7 a \\\\\ \CES *�II.IN'll o A- J O,• 'aw'b•'•-- -•-. ey 6 1✓/ � * PR�F��v�a i ///11111111\\\ Qo w N u O N to 5 K Fi Q O a m a J09 I 16065 DATE: 03/30/18 j SCALE: N. T. S, g DESGNED BY: TRF i DRANK BY: TRF a APPROVED BY: DAS i DT -3 9 BOTTOM OF POND /•0 GRADE 112. EAK ELEV. - ,05.00 ELEV. = 1,2.00 NOTE: SOD POND BERM. SIDE SLOPES, AND TE W SLOPES. SIDE SLOPE TO BE SODDED TO 2' BELOW NPL PD1 PERMITTED WET POND SECTION N.T.S. I = I r.:rro-a Pcwd.y- I rear al Pa,emem GENERAL ARITES TOP OF PONO ELEV. = 11&50 5 MAX IOOY/24H � 117A3 N. - 114.00 i+� tra`'.�zo mA ccuN [ ow • ' \ 10Y124N = 116.91 IAX - — I6. UA/24H - 1B34 5 MAX BOTTOM OF POND /•0 GRADE 112. EAK ELEV. - ,05.00 ELEV. = 1,2.00 NOTE: SOD POND BERM. SIDE SLOPES, AND TE W SLOPES. SIDE SLOPE TO BE SODDED TO 2' BELOW NPL PD1 PERMITTED WET POND SECTION N.T.S. tos CONSTRUCTION ENTRANCE N.T.S. BERM TOP OF POND ELEV. = II&50 2r 1w4 w] - IOY/24H - 116.68 1 I = I r.:rro-a Pcwd.y- I rear al Pa,emem GENERAL ARITES MA/24H - 116.32 5 MAX —a v. I�� r:,y a: eve+rte-, Dz•:e r5rP0r,mae onsevcred el � N. - 114.00 i+� tra`'.�zo mA ccuN [ ow • ' [h tmrlb. -fse fbv 5iF0. 8 ��, 4 ' - fhe ev:l::r. ,rarer! N.rzM A L 8077011 OF POND ELEV. = I05.00 GRADE ELEV. _ 112. I,2.OD 5 3. 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Mrs cW, n v A 5adz e. ref rac% 2f[n 6-ow-ir,Pea SrRJ aruYhare a P. �s1.: I r10 -a rr. o I.OZ rv.=-ur qu.+z M o Te a - • s If $efrre.:l ai • _ 1..4 a r -Y - olsrr ere •r a'e as zc.v r¢wfe r.-> . sr+c+el.- eoxa W r! o ­_Ih.,t !o rlookupI Pr.wrr ss� la-. h/e rrws. rn[�nl `-sir 1. r SrRr sn `M1 a -d do`. •.e.: cse ru . _ vntvlel r...Yh a..w70 lrr vsfw'e.r.Wcteuu:sfa`iiac':+ er !M vo-+ivb- rn.rc . w=y to :K a • - e I Tee rp !"'el 5IPo may be reO�eJ la Fr,'t fn; mA I,a%N Ax:[.[h Lt !^ \ �c� Dery u. n -,ac:.,, -c• o w,l.-<! se: rrar:;• ^�� 1 la tir Nr.i�e.t, 1r Le. e: -.+ h•re, Ch /ra �' n'K sruzrmsl:lale h, smrr.a/:: ce., s..c srrasr+.e, - >e rar ,r,JK r+, -c •.-;r c�=°.E, ht°`t" {j SECTIQV� r. arl.'az mi�l<o.:e, rrararo-e.:r crmalor�. o'.4ra�, � � eae�ral�-n al fM srca uf:aed Ier IM STPo: hrLX Wr m,l rr:led to e• yrc+�, remacrvi t%Je r:.-�yn'y vEs -ees, • /Wir. ry-glryalr, weed ecrcar t:::.t„y aspnal�m! [axe ,ror-rafts. �c.re:h .�wrr r, .av rrr• :rya- o -r. S:vrnla ca. e, vr. a_a>o• .alar• rasa oro [.way or frdPr n�199 fra;. Me. 203 �� 'kair� ar[N=[ ro>Js, yossr9 eJ s>d. 5yrilhCY Bi: e.' 8a': Tyar ecrk• roar Gs avo ly Vyy rM rant/ a:l ✓:l M%[t /a- Srn V�rc 7RANSli1OW DETAIL sl ra:..-e :z.: er roe re- �-,d[. rrr [a,eaf Mf care ra. ,{ rer raM%c IJ. iM1• r•.�rev's:ze ar a tfm±sd SrFi'r :s 15 s 30'ulesr oftr.rse D. �zrnv, r IK ems. f/ (a vd.,•t orc-,Innr wY e.�t+v/ vHc4s I.-- c­­ea,.f: IA1,_ Gr I Kvrsatt - .P 4N o1n.,.t+�...rhsr�Y,•/ s�f�r� � vs a�rl �r w �rclr : Gic 4. n r.;: aJzhv< RLRAL TILiY DETAIL x ro be 5r.:4 its <z Pealed F00T Blwldwti w,••I x•. SECTIQV M earn er. rn. r..± irw±e ® N1 1 d, SOIL TRACK/NG PREVENTION DEVICE Ing TYPEA tos CONSTRUCTION ENTRANCE N.T.S. BERM TOP OF POND ELEV. = II&50 2r 1w4 w] - IOY/24H - 116.68 1 ' MA/24H - 116.32 5 MAX N. - 114.00 L 8077011 OF POND ELEV. = I05.00 GRADE ELEV. _ 112. I,2.OD NOTE: SOD POND BERM. SIDE SLOPES. AND TIE IN SLOPES. SNR: SLOPE TO BE SODDED TO 2' BELOW NBL PD2 PROPOSED MODIFIED WET POND SECTION N.T.S. T TYPE C A,-.. 335 335 Lez. CAST IRON ONN GRATE 1 1 � e r TYPE C STEEL GRATE t x-11 �1a1 �ralr =� L s si j c J1 T HALF SECTION CAST IRON GRATES 12 BaCtrs. SECTION TYPE C A. P,I,.eeaea N..Ia.m rce. Ial l-18' P 3'1' iallOe BERM r I• 2• tsr—) NwNw) LAN / iwPwA6 wawa //-- RY f WIE1O ML O! Br NPIIDAD [wfAL = 4Aat �[ 6 fWlEll - - rL N� m E IlooPm mmpa nc iow �ta4B ox1FICE EL. _ - _ _JI Y Pal' OaNAwr4D GAGA' wo11Y Iluww.AT Nr. tlss a•• wnrAu SECTION SECTION TYPE C TYPE C CSt FDOT MODIFIED TYPE "CII INLET - CONTROL STRUCTURE CS -1 N.T.S. S MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Sults 260 Maitland, Florida 32751 (407) 629-5330 0 VJ a 0 z O� F� U D cr z O w U 0 0 0 U U J O O <o a N H � y � U � .i 2 IQ O:• � moi',• � F : � 2 ///111111T1tV� c —V' W Z o 0f � rc C b a n O O V 01 •d JOB B 16065 DATE: 03/30/18 SCALE: N.T.S, DESIGNED BY: TRF i DRAWN BY: TRF - APPROVED BY: OAS i DT -4 $ 9 Precast Manhole Wall e (Typ) S. S. Bond t 25 3/4" Grout with v 1 v 1 e 1 e 1i Resilient 1 p i.i Hydraulic Cement Connector t SE1\rER 1 •-` Around Pipe and e p m 1 e e T Bituminous Coot all or e e T Exposed Surfaces D.I.P �"r Cover Seellon :�: USF 227 (AS) ."a;: �; :1�..�:;-:;. S. S. Pipe Cover Clomp Cow pine Connection for .2' Ploea Lesa Thon 24" 32 1 1. 35 1/2Section 24" Flush Rina Section 27' USF 1295 Ring Rina Section USF 227 Ring Manhole-,, VARIES Z.. anholelining (where required) Red Brick or Precast Concrete Rise •onhole lining (where required) Standard Coeurs NOTES: Mount 1. Use Ring & Covers Detail as depicted an this sheet for standard monhole applications. Refer to UT 203 Large & Receiving Ring and Cover Detail for large (6' or greater) and receiving manholes. 2. Far structures with lop elevation at surface, use "Flush StructureCoslinq'.1300 Ring. 3. Brick shall be solid red (day) brick meeting AASHM M114 -Grade MW. 4. Red Brick or Precast Concrete Risers should not exceed four levels. 5. Manhole lid shall be Lettered with "City of Ocoee (lop), Saw (center) and Florida (bottom). 6. Manhole lids shall haw two (2) non-penlroling pick holes. 7. Where manhole lining (cooling) Is required, coating shall extend to ring sealing and coating ring's mortar bed. Standard Manhole Ring and Cover Detail N.T.S. c uiaoz Finished Grade Actuating Nut Valve Adjustment Ring Valve Pipe/Main 6' Solid Bedding (Rock) NOTES: Concrete Collar, See Detall UT107 for details Adjustable cost iron voles box Volw box sholl reel on bedding rock, not on wive or pipe, and shall be centered on operating nut. 1. PVC extensions shall not be used on valve box . 2. The actuating nut for volves shall be no deeper than 24" from ultimote finished grade. 3. Where volve nut is more than 36" below grade, valve ossembly shall include center spacing guide or extension as approved by the City Valve Box and Cover Detail N.T.S." "' See Connection Section Above for Tie -In Details (Trp) Invert Bench - Tee Influent to Drop Connection Pipe (See Note 2) I .uenl o -, Encasement Spring Line an a of Pipe to Top of Bolton Slab and 6" Around Pipe `-PVC 9D Fitting Standard Droop Drop Invert NOTES: Section 1. For manhole details, see Ocoee UT200 Sanitary Sewer Manhole detail. 2. Drop pipe and fittings shall be of equal size and material to the Influent sewer line. 3. The drop connection provided above is limited to pipe size less than 24". Alternative design must be approved by City for pipe sizes equal or greater than 24" in diameter. 4. An outside drop connection is required for all influent lines 18" or more above the manhole inverts. 5. Bottom elevotion of drop sholl be 0.1' above effluent Invert. Sanitary Sewer Connection Detail N.T.S. oa« �r �,. Surface Treatment Valve Box and Cover such NU Niched 9" Minimum Length (FT) to be Restrained on each side of Fitting(s) graded Fittings Pipe Size 4" 6" W. 10' 12" - r� ;�f. �>.:. - •icy%��� %?;: 55 Bac./Subola 23 4' x 4' X 1B' (Mtn.) Valve In Pavement precast post with bronze ou dl.. set In grt Area N.T.S. Plug of Teeor Branch 30 47 64 81 98 1 3' Ola. Bronze Disc 3' shored In concrete pod. 3• /4 Bar 16' Diamond with 1,I 2- minimum tancrele avalw Box and Cover N 6. ]' We. Br Dlec a 12"nchomd in ole pod. SZL Size of the main. IMAL Type of valve. Service: Water, sz Reclaimed c V v Sanilory 1'x,%.•7 ;t`•.Y: v, k it Dir. & Tr.: Direction to open and S of •,A. r'` Turns 3' DIo, Bronze Disc 3" Dia. Bronze Disc Valve in Non -Pavement AEaa N.T.S. WARNING TAPE NOTES: 1. Bronze identification disc shall be required far all wives as required by the City. 2. Exact shape and size of bronze disc shall be approved by the City. 3. Valve Collor shall be 24' x 24' x 6" for bronze disc applications, and 18' x 18' x 6' all other locations. 4' Concrete for collor sholl be fe' of 2,500 PSI minimum O 28 days. 5. Valve box top and collor shall be even with sod, with grading tronsitloned over 5'. Valve Collar Detail N.T.S. `, aT ' PVC/HDPE Restraint Table Minimum Length (FT) to be Restrained on each side of Fitting(s) Horiz. Fittings Pipe Size 4" 6" W. 10' 12" 16" 90' Bend 18 24 32 38 44 55 45' Bend 10 10 13 16 18 23 22 1/2' Bend 10 10 10 10 10 11 11 1/4' Bend 10 10 10 10 10 10 Plug of Teeor Branch 30 47 64 81 98 1 133 NOTES: 1. The restraint values as indicated by the "Restraint Table ore minimum values. Design engineer shall be responsible for confirming geld conditions, and make adjustments accordingly. 2. All fittings shall how restrained joints unless otherwise indicated. 3. No restraints required if continuous pipe length to filling Is greater than value provided in "Restraint Table above. 4. Where two or more fillings are laid in-line, use greatest restraint length for cowroge. 5. For in-line calves and through ran of tees: oulslde limits of restrained joints from other fittings need not be restrained unless otherwise Indicated. 6. Lengths shown in the table how been calculated In accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Sall Designation: SM (Sgty Sand, Sand -Slit Mix.) Laying Conditions: 5 7. For pipe sizes not Included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. PVC/HDPE Restraint Table N.T.S. o -_T ureas Slop (1' lTHHN U-Bronch Bross Tracing Wire to Horn (1' x 3/4' 0' AngledMatch Use in x 3/4') Installed Curb Stops ColorCurb St Upright at Ends of (See Note .--� r �3) if Excess acingService Polyethylene iWire Double Meter Box Tubing and Water Single Meter Meter (By Box and Double Meter City) Water Meter Conflguration (By City) Service View with Singleoration Stop Meter IFIF pings AWWA Typ (normally open) CC Threads To Meter/Box /10 THH Assembly Tracing Wire, Color to Match 3 to 45' Service, Service Polyethylene Tubing, 1" min. Water Main Doubt. Strop Stainless Steel Saddle Topping Section NOTES: 1. All fittings shall be brass with compression -pack joint type connections. 2. No service line shall extend or terminate under o driveway. 3. Meter and of service shall terminate with curb stop (90') for single service and dual horn and curb slops (90')for dual services. 4. Meter and of service shall terminate 3' post meter location where service shall, unless directed otherwise, extend 3' above finished grade tied to a 2' x 4" x 4' stake. If directed, service connection sholl be buried and located with an 2' x 4' x 4' painted marker. Slake or marker shall indicate lot(s) to be served. 5. Concrete curb sholl be marked (stamped or saw -cut) with .W" W locating service. 6. Service connection to the moin shall use approved saddle, and lapping of main shall be by a method where a solid coupon is removed. 7. Services instolled under finished or existing povement shall be directionally drilled. B. Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe. 9. Service color shall be blue for potable water and purple (magenta) for reclaimed water. Utility (Water & Recloim) Service Connection Detail N.T.S. -�_ ,�T< Pipes/Moins Separation Requirement Table Potable Reclaimed onitary Sewf Storm Sewer Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. Potable 3' 12" 6' 12" 3' 12' Reclaimed 3' 12" 3' 12" 3' 12" Sanitary Sewer 6' 12" 3' 12" Storm Sewer 3' 12" 3' 12" 3' 12" NOTES: 1. The table represents the minimum separation requirements as described In F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.). These separation requirements shall apply between newly proposed utility lines and existing or proposed utility lines. 2. For the purpose of this table. reclaimed water shall mean unrestricted public access reuse water as defined by F.A.C. 17-610. Other types of reclaimed water, not treated to public contact levels, shall be considered row sewage, and the separation list for sanitary sewer shall apply. 3. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation requirements. 4. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension of each pipe/main. 5. Concrete encased pipes/mains shall use the separation of D.I.P. 6. Where minimum vertical separation from potable water cannot be achieved, the use of one full length (20') of D.I.P. centered at the crossing shall be permissible. 7. All utilities shall be installed with 36' of cover over the top of pipe. Cover sholl be measured with current or future grading to ensure the 36" towage. B. No potable water pipe may pass through o sanitary sewer structure. Penetration through storm sewer must be approved by the City and Is subject to special conditions and materials. Pipes/Mains Separation Requirement Table N.T.S. -_r u. _ Provide one continuous loop of tracing wire with 2eof •=tees and can excesstracNg wire In valve box /10 1HHN Solid NOTES: I. All pipe shall be installed with / 10 THHN solid copper tracing wire. Tracing wire must be Installed directly oboes the pipe in o conllnms circuit. 2. Tracing wire shall cover oil main, pipe, branches (including fire hydrants) and service connections. 3. Tracing wire shall extend a minimum of 12' above grade of required intervals and/or win lids. 4. Tracing wire shall be caged and placed in o win box and sholl be easily accessible. 5. At dead ends of mains, pipe, and/or service, the tracing wire sholl be placed In o properly Identified PVC calve box. Tracing Wire Location Detail N.T.S. 0-_ m112 is 4 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Moltiond, Florida 32751 (407) 629-5330 ,toe r DATE 09130/1$ SCALE: N.T.S. DESIGNED BY: TflF DRANK D TBF APPROVEED BY: DAB � CD -1 S MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 MalUand, Florida 32751 (407) 629-6330 corr^^ z j W W Q o U� 8 LL O w U U U 0 0 U J J^ aLL o IL 7 „ N S � � �:.. .•. �~ � iso W ria* W ��:�'b 2 tiQ O; 3 nz/ 1 A PRO7'�yya ///1111111V\\\\ o €c€ � d o o n w r b 0 ♦ m 6 Joe g 18085 8 DATE 03/30/18 A SCALE. N.T.S. $ DESIGNED BY:-'­ DRAM Y: TRDRANK BY: TRF B APPROVED BY. DAS i r5 CD -2 Crown trench In Existing Grade udroprovaa,raac(3• rrerxd.vwam vadec Varies Varies ^'^) Based on Pipe Dia. Wye With Lot Line Pipe/Main color based 6" Brand Sewer Main on use. 6" 4° i`, Size Varies Yah (t1p.) ueN (dro•) Bend See Note 2. for lettering size and orientation. PIPE LETTERING NOTES: S Clean-out Property Line ' F See Note 1 1. Lettering shall be per the American Water Works Association. ' / 2. Lettering sholl be o minimum of 3/4" in height and shall be be Clean Fill ' / facing up when the pipe Is Installed. i Double Wye' 1_ll 3. Lettering must be permanently Imbedded Into the pipe/main, not 6" Branch +,,R painted or stenciled. 4. Lettering sholl be of contrasting color to pipe/main color. 7t (ryp.) Plan View Rock Bedding •F m Finished Grar1� Pipe Marking (LetterAf0S•-- - �� O °r o toe To Terminal Depth ) uaN O1P.) rd, (1y") u.N ("P.) Dlometer = 2.5" to 4' Undsb,bea Earth _ E u - At 1.0% Minimum 3" Tape centered along the lop half of pipe. .a p r` - - - T •) Diamebr NOTES: •a sea Nomz 1. Pipe bedding material and trench ball shall be select common Spring Line Rotate 30° (Typ.) (See Note 3) Sewer Main 1 W. 0-0 yon 0-0 win u.in r udn r Md. d • Diomelar = 6" to 16" (clean)fil(compacted to 95%(98% in roadway) of the maximum Two (2) 6" Tape. along both sides of top half of pipe. density as per AASHTO T-180. 2. Contractor shall install crushed rack (or equivalent bedding material) where pipe bedding does not provide solid support (ylding or plastic). Depth of material shall be a minimum of 6', or aies needed, to provide non- yielding support for the pipe. All unsuitable material shall be removed from pile bedding unless special provisions are approved by the City. 3. Excavated trench width at pipe haunch shall be sufficient in size for Private Single Lateral Double LateralPrivate 1 WX WO 1P.i 1 yon I O o TO Home To Home 9 Y Section View u.N 1 ' uax r uoh r ' ud, 1 udr 1 Van f •iL� Diameter = 20" and larger haunch compaction, but shall be no greater than 75" on each side Three (3) 6" Tapes along top and both sides of lop half of pipe. of pipe for pipes less than 24" in diameter (24" for pipes 24" in NOTES: Tape diameter or greater.) Warning N.T.S. 4. Water shall not be permitted in trench line during construction. 1. Clean-out (shown hatched) shall be installed by the 5. Pipe line shall be installed with bell filling facing upgrade. builder in accordance with standard plumbing code. WARNING TAPE NOTES: 6. Gravity sewer shall have a Wminlmum rock bed. 2. Locate cleon-outs as close to the properly line as 1. Tape color shall be in accordance with (some) as main/pipe color. possible. 2. Topa lettering shall be at least 1" in height with no greater than 12" = 3. Invert of service lateral shall not enter sewer main below In apocinq. spring line. 3. Warning lope shall extend total length of pipe. 4. The minimum terminal depth as required for house service CITY OF OCOEE DETAIL N0. CONSTRUCTION DETAILS is 3'. UT101 Pipe Bedding and Trench ' Pipe Identification and Warning Tape Detail DATE: Jon. 2016 SCALE: n/a Service Lateral Detail, N.T.S.' N.T.S.-" " Public Private Bockfiow Water Meter with MXU Gote Valve prevenler ouble Check Valve (FlexNet Radio Unit) ate Valve Backflow Assembly Union `: c p B" Min. 14 to Hydrant Operating.:'.': i'!'-;:'�.•:. ".';:-.:'+'. '�:��.. `//�� ///���\\%\\//\\�\�\\///\\��\���/\\\/\/\% Nul ' \�/�\ Hose Nozz 05 h Y Gole Valves / // //\// /\\ \�\�`\\/ \ - \/ Pumper Nozzle Facing Street (FLC) (2 Require - \\/\\/\\�// de \\\\\ -Finished Grade ypaaa /\ •\ .\\\. ///\/��/� 18" Min. AbovePion Maximum 6" View Backflow Bypass Detector Assembly From ale Volve eter Box To Fished Grade Clearance Between Meter Maintained Main Structure Finished Grade ontl /-Valve Collor By City 2" and Larger Service Bottom of / (See UT400) 0° Bend Nuts/Bolt / Public Private Gate Backflow proven ler 6" Concrete Flanged Joint Slab - - Meter Union Valve y-Gole Valve (2500 PSI 2. O CompactMJ Hydrant Concrete) Pipe 12" M' . BockNl Anchoring Tee Support 16" Max.24" MXU v:.:: n. ... .••:. ..: •: +:::-:•-+'..' .. // //\/ (FlexNet lopbesploced Radio Unit) N :; �" \\ 3• Min. Cover\�/\ between DIP and I— iaer F1G X "• •- •• •- •- •- ' comate slob MJ �•"•o esillant Seat Gale 6" Bedding Rock Valve and (Sae Detail) 90' BendMJ/MJ) To Realroined(Jolnta From Main Service Profile Vie.�� / \\j / /\\//\\/��\%\\ /i ,/•./� \ /\\ ..\ \ \/\\/\/T//• Finished Grade,\�\\,• oter'�I�fer To Fromlonged NOTES: Corp. Stop Main Structure 1. Backflow osaembly sholl be owned and maintained by the property owner. 1" and 1 1/2" Service 2. The City shall own and mainlaln the meter. NOTES: 3. Utility easement size minimum shall be 10 feet by 15 feet. 1. Meter/MXU shall be in accordance with the City's metering 4. The contractor shall contact the inspector for exact assembly length and height above the slob required far tem or roved equal. s Ys pP q the double detector check volve assembly to be Installed 2. Backfiow device sholl be per the City's Cross Connection by contractor. All pipe, fittings, and appurtenances shall Control Manuol. be installed by the contractor. 3. Contractor shall be responsible for supplying and Installing 5. All above ground pipe sholl be flanged ductile iron. 6. Double detector check volve osaembly to be approved by all materials, water meter, and backflow prevention device. the city prior to purchase or Installation. 4. All pipes, fittings, and end valves as Indicated as private shall be the responsibility of the owner. Fire HydrantFire Hydrant Assemb�Detail Double Detector Check Valve Assembly Commercial/Multi-Family Meter Configuration N.T.S. o.... uism N.T.S r. _, a*w. N.T.S. ,.S,#�`_" S MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 MalUand, Florida 32751 (407) 629-6330 corr^^ z j W W Q o U� 8 LL O w U U U 0 0 U J J^ aLL o IL 7 „ N S � � �:.. .•. �~ � iso W ria* W ��:�'b 2 tiQ O; 3 nz/ 1 A PRO7'�yya ///1111111V\\\\ o €c€ � d o o n w r b 0 ♦ m 6 Joe g 18085 8 DATE 03/30/18 A SCALE. N.T.S. $ DESIGNED BY:-'­ DRAM Y: TRDRANK BY: TRF B APPROVED BY. DAS i r5 CD -2 a Q N C) C CC Q D 0 O 1^_ -0 0 V 0 NORTH ) WETLAND 0 15' 30' 60' SCALE: I"= 30'-0" LANDSCAPE INSTALLATION NOTES: Z gc THE CONTRACTORS EXPENSE AND SHALL BE COORDINATED WITH THE OWNERS d ~ w^ 11. TEST SOIL DRAINAGE CAPACITIES BY PERFORMING A PERCOLATION TEST(PERC TEST), THIS REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. ISPocho ISIZEISPECIFICATION SHOULD BE DONE WHEN THE SOIL IS NEITHER EXTREMELY WET NOR EXTREMELY DRY. CREATE � 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND BASE INFORMATION A PERC TEST BY DIGGING A HOLE 12 INCHES DEEP AND FILLING R WITH WATER. THEN 23. CONTRACTOR SHALL MULCH ALL NEW PLANT MATERIAL THROUGHOUT AND COMPLETELY PRIOR TO INITIATING PLANTING INSTALLATION. ALL EXISTING PLANTING SHALL REMAIN CHECK IT REGULARLY FOR THE NEXT 24 HOURS. IF THE TEST HOLE DRAINS IN LESS THAN 4 TO DEPTH SPECIFIED. Quercus Mrginlam INTACT AND UNDISTURBED UNLESS OTHERWISE NOTED ON THE PLANS. HOURS. DRAINAGE IS GOOD: 5-12 HOURS MEANS MODERATE DRAINAGE: 12-24 HOURS 3.5'CAL IVHT. 5'S.5'Spd. II Mognolo OrondMmo INDICATES POOR/ SLOW DRAINAGE. 24, ANY SUBSTITUTIONS IN SIZE AND/OR PLANT MATERIAL MUST BE APPROVED BY LANDSCAPE 2. CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 4B HOURS MINIMUM Ulmus poM/olo'Alee' ARCHITECT AND OWNERS REPRESENTATIVE BEFORE PLANTING CAN BEGIN. AS SHOWN PRIOR TO DIGGING FOR VERIFICATION OF ALL UNDERGROUND UTILITIES. IRRIGATION AND 12, IF A PLANTING SITE IS VULNERABLE TO SUBMERGED OR HIGH WATER TABLE SOIL Phoenix Syl-trls Sylvester Pain ALL OTHER OBSTRUCTIONS AND COORDINATE WITH OWNERS REPRESENTATIVE PRIOR TO CONDITIONS. A SITE EVALUATIONS SHOULD BE CONDUCTED FOR POSSIBLE DRAINAGE 25. CONTRACTOR SHALL REFER TO THE LANDSCAPE PLANTING DETAILS, PLANT LIST. GENERAL Acer wbn INITIATING OPERATIONS. DRAWINGS ARE PREPARED ACCORDING TO THE BEST IMPROVEMENTS. ROOTS OF MOST TREE SPECIES WILL DIE DUE TO LACK OF OXYGEN WHEN NOTES AND THE PROJECT MANUAL AND SPECIFICATIONS FOR FURTHER AND COMPLETE INFORMATION AVAILABLE AT THE TIME OF PREPARING THESE DOCUMENTS. FLAMED IN SATURATED SOILS. LANDSCAPE PLANTING INSTRUCTIONS. G UNDERSTORV TREES 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH EXISTING SITE CONDITIONS PRIOR 13. ALL AMENDMENTS SHOULD BE MIXED THOROUGHLY WITH EXISTING SOIL AND AN JOponese Blueberry AS SHOWN TO INITIATING PLANTING. ALL EXISTING SITE FURNISHINGS PAVING. LANDSCAPE AND ADDITIONAL SOIL TEST WILL BE NEEDED TO INSURE PROPER SOIL CONDITIONS PRIOR TO Sobol P."o (REGENERATED) Sabo) POYn (REGENERATED) OTHER ELEMENTS TO REMAIN SHALL BE PROTECTED FROM ANY DAMAGE UNLESS PLANTING OTHERWISE NOTED. SHRUBS AND GROUNDCOVER 14. ALL PLANT MATERIALSHALL BE IN FULL AND STRICT ACCORDANCE WITH THE FLORIDA r 4. UNLESS OTHERWISE NOTED. THE LIMITS OF CONSTRUCTION ARE THE CLEARING LIMITS GRADES AND STANDARDS FOR NURSERY PLANTS AS PUBUSHED BY THE STATE OF FLORIDA 12'O.C. 4' Pots NOTED ON THE DRAWINGS. (REFER TO CML ENGINEERING DRAWINGS). DEPARTMENT OF AGRICULTURE. ALL PLANT MATERIAL SHALL MEET FLORIDA BI OR BETTER. Blueberry Flmr Lly 5. REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND HELD 15. ALL TREES SHALL HAVE SIX FEE[ (6) CLEAR TRUNK UNLESS OTHERWISE SPECIFIED. MWNenbergia capeorts Pink Muhly Gross 30' O.C. CONDITIONS TO THE LANDSCAPE ARCHITECT AND OWNER S REPRESENTATIVE RD Rhododendron x'Duc De Rohan' E IMMEDIATELY. 16. ALL CONTAINER SIZES NOTED ON PLANT LIST ARE MINIMUM. INCREASE SIZE IF NECESSARY RI 6. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. 3 Got. 15'14T 15' Spo. TAM AND WITH THE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE Dlworl ASI tk; J.In*. 18' O.C. I Got FN Pot PROGRESS OF THE WORK OF OTHERS OR THE CONTRACTORS OWN WORK. 17. ALL TREE CAUPER SIZES NOTED ON PLANT UST ARE MINIMUM. INCREASE SU IF NECESSARY 30'O.C. 3G d. 24'-30' M 15'-18'Spd. V03 TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. Sweet Vlbumum 7. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE EXISTING GROUND COVER FOR ALL D PLANTING BEDS AS SPECIFIED PRIOR TO PLANTING INSTALLATION. CONTRACTOR SHALL BE 18. ANY TREES WITH A TRUNK FORMED'V' SHAPE CROTCH WILL BE REJECTED. SOD RESPONSIBLE TO REPLACE ALL PORTIONS OF EXISTING LAWN AREAS DAMAGED WHILE SOD COMPLETING PLANTING INSTALLAIION WITH THE SAME GRASS SPECIES TO THE 19. EROSION CONTROL FABRIC SHALL BE INSTALLED IN ALL SHRUB AND GROUND COVER Soo SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE. PLANTING AREAS AS PER SPECIFICATIONS FOR ALL SLOPES THAT EXCEED 3:I.SEE GRADING PLANS FOR LOCATION OF SLOPES GREATER THAN 3:1 AND ADJACENT TO ANY 0 B. REMOVE EXISTING TOPSOIL AND STOCK PILE ON SITE. TOPSOIL IS TO BE INCORPORATED BACK INTO THE SOIL AT A LATER DATE. CONTRACTOR IS TO CONDUCT A SOIL EVALUATION WETLAND AREAS, TO DETERMINE THE SOILS COM POSITION COMPACTION RATE. NUTRIENT QUALITIES. 20. TYPICALLY, SHRUB AND GROUND COVER PLANTINGS ARE SHOWN AS MASS PLANTING ORGANIC CONTENT. PH LEVELS, AND WATER HOLDING CAPACITIES. THE IDEAL PARTIAL BEDS. PLANTS SHALL BE PLACED ON A TRIANGULAR SPACING CONFIGURATION SOIL MIX IS APPROXIMATELY 45% SAND. 40% SILT. 10% CLAY AND 5% ORGANIC MATERIAL (STAGGERED SPACING). PLANT CENTER TO CENTER DIMENSIONS (O.C.) ARE LISTED UNDER WITH A PH LEVEL NEAR SEVEN. 'COMMENTS' ON THE DIMENSIONS (O.C.) ARE LISTED UNDER 'COMMENTS' ON THE PLANT 8 LIST. 9. IMPORTED TOPSOIL SHALL BE FERTILE. NATURAL AND TYPICAL OF THE LOCALITY. If SHALL BE WITHOUT SUBSOIL OR SLAG AND SHALL BE FREE OF STONES. LUMPS, PLANTS OR THEIR 21. LANDSCAPE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT MATERIAL ROOTS, STICKS, OR OTHER EXTRANEOUS MATTER THAT IS NOT CONDUCTIVE TO PRIOR TO INITIATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE OWNERS PRODUCTION OF PLANT LIFE OR WOULD INTERFERE WITH FUTURE MAINTENANCE. REPRESENTATIVE AND LANDSCAPE ARCHITECT. A 10. REMOVE ALL NON -CONFORMING MATTER FROM SITE SUCH AS ROCKS. SODS STICKS, 22. LANDSCAPE CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT MATERIAL AS BUILDING RUBBLE. WIRE OR CANS. ALWAYS REMOVE DEBRIS OVER 2'IN SIZE FROM THE NECESSARY TO AVOID DAMAGE TO ALL EXISTING UNDERGROUND UTILITIES AND/OR SOIL DIG OUT WEEDS BY THE ROOTS. EXISTING ABOVE GROUND ELEMENTS. ALL CHANGES REQUIRED SHALL BE COMPLETED AT e R F 9 Ili 11 12 15 14 15 16 12 It 19 21 PLANT LIST Z gc O QLL d ~ w^ KEY I BOTANICAL NAME ICOMMONNAME ISPocho ISIZEISPECIFICATION p � g CANOPY TREES QV Quercus Mrginlam We Oak AS SHOWN 3.5'CAL IVHT. 5'S.5'Spd. MG Mognolo OrondMmo Southam Mognolo AS SHOWN 3.5'CAL 14'HT. 3.6-4.5'Spd. UP Ulmus poM/olo'Alee' A1ee Elm AS SHOWN 3.5'CAL I&HT. 5'-0Spd. PS Phoenix Syl-trls Sylvester Pain AS SHOWN 10 CT AR Acer wbn Red Mople AS SHOWN 3.5 -CAL 14'HT. 5'.& Sod. UNDERSTORV TREES ED Eloeocrnpra oecUlens JOponese Blueberry AS SHOWN = L8'HT. SP Sobol P."o (REGENERATED) Sabo) POYn (REGENERATED) �0 18' COL 17-18'Ht. C.T. (SEE PLAN FOR WE) SHRUBS AND GROUNDCOVER AN Seasonal Annuols Conhoctor To Select 12'O.C. 4' Pots DT Dionela tmnxnlco Blueberry Flmr Lly 24' O.C. 3 Gd. Ful Pot MC MWNenbergia capeorts Pink Muhly Gross 30' O.C. 3 Gd. 18-24' Ht.. FW RD Rhododendron x'Duc De Rohan' DUC DE ROHAN Azalea Xr O.C. 3 Gd. 15--I8' HT 15'-18' Spd. RI Rhophlolop6 htlko Indion Hawlhome 30' O.C. 3 Got. 15'14T 15' Spo. TAM Trochelospermum as1a8cum'Mhlno' Dlworl ASI tk; J.In*. 18' O.C. I Got FN Pot VO Vibumum odoratlssHnrnn Sweet Vlbumum 30'O.C. 3G d. 24'-30' M 15'-18'Spd. V03 Vlbumum odorathdmum Sweet Vlbumum 30' O.C. 7 Gal. 36' HT 18'-24' Spot. SOD SOD Pospolumnotum IBhI.7.rf Soo -TURF SHALL NOT EXCEED 60% OF LANDSCAPE AREA (NOT INCLUDING STORMWATER POND AREA). 40.839 S.F. OF LANDSCAPE AREA EXISTS. TURF SHALL NOT EXCEED 24.507 S.F. 53.0%21,651 S.F. OF TURF G PROPOSED. -A LAYER OF HARDWOOD MULCH, INSTALLED TO A MINIMUM DEPTH OF TWO (2) INCHES, IN PLANT BEDS AND AROUND INDIVIDUAL TREES IN TURF GRASS AREAS, MULCH SHALL NOT BE REQUIRED IN ANNUAL BEDS. 'CYPRESS MULCH SHALL NOT BE USED' 24 B u 27 2E N Designed By: INNOVATIONS pr.. ex ca o �P PA.BOxSO.'O2 ■ W.AlTJO ■ ROCD� ■�Jssi65a wuwwaovnrowxsa�2cou ■ Q o Z gc O QLL d ~ w^ W Lv° LL C Q �o ED U a p � g I Z)�, 106/27/18 1 CITY I RR I Dale: 04/05/18 PERMIT Drawn By: RTR Designed By: RTR Approved By: MEM I Project NO: 17014 ®Innovallons Design Group, Inc. 0 F. N b ms'a NOTE: J_ Q Q F— QO LU � Q w Lo CONTRACTOR SHALL Q° CL U O Q PALM STAKING PLAN g ASSURE PERCOLATION PALM STAKING PLAN PLANT MATERIAL SHALL BE PLANTED 2 HIGH IN TIE FRONDS W/ BIODEGRADABLE STRAP/ iLMNE OF ALL PLANTING PITSIBEDS PRIOR TO INSTALLATION HOLE W/ SOIL MOUNDING UP TO TOP OF ROTI BALL NOTE: CONTRACTOR SHALL 1`� PALM SAVER COMPONENTS AS T2 �? DO NOT PRUNE FROND LENGTHS; REMOVE ONLY ASSURE PERCOLATION OF 1 0` MANUF. BY STAKING SYSTEMS H I DEAD FRONDS ' ALL PLANTING PITS PRIOR 12 , INC. OR APPROVED EQUAL a 9. 3- LAYER OF MULCH SEE PLANT LIST FOR TYPE TO INSTALLATION jZ. '\ry SPRAY BUD W/APPROVED PRODUCTS PER SCHEDULE (SEE SPECS) CONTRACTOR TO STAKE TRUNKS SHALL BE STRAIGHT W/ UNIFORM TAPES W/O CURVES,(/� ALLOW MIN,3 WEEKS BEFORE OPEMNG FRONDS UNTIE AND CUT LOCATION OF PALMS FOR FREE OF SCARE. BURNS GOUGES BOOTS ETC. NOTE: OFF ANY DEAD FRONDS VSOIL BERM IO HOLD WATER LANDSCAPE ARCHITECTS CONTRACTOR SHALL TRUNKS SHALL BE STRAIGHT W/ UNIFORM TAPER & WITHOUT CURVES APPROVAL PRIOR TO ASSURE PERCOLATION FREE OF SCARS, BURNS. GOUGES. BOOTS, ETC. OF 12'MIN. DEPTH OF PLANTING SOIL FOR INSTALLATION PRE -ASSEMBLED PALM SAVER COLLAR BY STAKING SYSTEMS INC_ OF ALL PLANTING GROUNDCOVERDEPTH OR APPROVED EQUAL PRS PRIOR TO FINISH GRADE (SEE GRADING PLAN) STAKE PALMS (61 C.T. PER STAKING DETAIL) TOENAIL(3)2'X4' P.T. WOOD BRACE TO BATTENS DO NOT NAIL F INSTALLATION tJ o (3) LAYERS OF BURLAP TO PROTECT TRUNK INTO TRUNK OF PALM Y O CONTRACTOR TO STAKE 3 (5)2'X4'X18'WOOD BATTENS W/3/4 -STEEL BANDS T&B TO SECURE LOCATION OF PALMS FOR TO TRUNK 3' MULCH LAYER:SEE PLANT LIST FOR TYPE LANDSCAPE ARCHITECTS � 5-�: ^• APPROVAL PRIOR 70 " (5)2X4YVOOD BRACE: NAIL TO WOOO BP.lIENS 6' SOIL BERM TO HOLD WATER INSTALLATION 3' LAYER OF MULCH SEE PLANT LIST FOR TYPE solo nuvcT. s•, 1, ... •,: �.`s, (3) 2'%4'X3' WOOD STAKES STAKE PALMS (8't C.T. 6• SOILBERM 70 HOLD WATER PREPARE PLANTING SOIL AS SPEC'D. WHEN GROUNDCOVER& SHRUBS ARE USED IN MASS, PER STAKING DETAIL) ° ENTIRE BED TO BE EXCAVATED 10 RECEIVE FINISH GRADE FINISH GRADE PLANTING SOIL&PLANT MATERIAL EXCEPT 6' AS SPECD: SEE PLANT LCT. '. n4 2'X 4'X3'WOOD STAKES _ y' 2'%4'X36' WOOD STAKES � PREPARE PLANTING SOIL AS SPEC'D UNDISTURBED SOIL <`:,;, ,' PREPARE PLANTING SOIL AS SPECS MIN.2%YROFF! - 'T:`• UNDISTURBED SOL. OF RODTBALL MIN. 3X WIDTH OF ROOTBALL Shrub & Groundcover Planting Sl Palm Planting aba Phoenix Palm Planting 1 3 2 Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. MOTE: STAKING PLAN (55-100 GaLTsees) HOTS STAMIG PLAT NOTE CONTRACTOR S(NLLCONTRACTOR SHALL 1. FIALTREE STAKING DETAILS AND ASSURE PERCOLATION 120 NOTE ASSURE PERCOLATION 12V NOTE. PLACEMENT TO BE APPROVED BYTIE LA OF ALL PLANTING ARBOR TE STAKING OF ALL P(ANRNG ARBOR TIE STAKING 2. CONTRACTOR SHALLASSURE PERCOLATION PIIS PRIOR TO COMPONENTSASMAHUF. PITS PRIOR TO IG IIF. CY OF ALL PLANTING PRS PRIOR TO INS INSTALLATION �, 120' BY STAKING SYSTEMS INC. INSTALLATION 6 STAKING BYSTAKINGSYSTEMS INC. SYSTEMS ORAPPROVED EQUAL 120' ip• OR APPROVED EQUAL STAKING PIAN(>700 Gal Trees) AAlli� Lry�A� go, \\I WRAP NYLON STRAPPING AT FIRST BRANCHES. MNZ-9 FROM GROUND o *XSSTAKESS S/PLACE EVENLY AROUND J\F® 0� W' PPWRAP NYLON ING AT FIRST BRANCHES. MINA' -0' TTHHE TREE PAINTED 2' NYLON BTRAPPIJG FROM GROUND B&B OR CONTAWDiUED(SEE SPECIFICATIONS FOR 1 +/' MIN. NYLON STRAPPING k001BALL REQUIREMENTS) HAND TENSION BUCKLE 0 THREE 2'X2'X&STAKES NO MULCH NEAR TRUNK 3- MIMMUM OF MULCH 3- MULCH AS SPECIFIED SET TOP OF ROOT BALL 2 ABOVE FIN.GR. SOIL BERM TO HOLD WATER SOIL BERM TO HOLD WATER 3' LAYER OF MULCH SEE PLANT UST FOR TYPE 1Ir MIN. FINISH GRADE —1� FINISHED GRADE -SOD CONDITION 6' SOIL BERM TO HOLD WATER 24' FINISH GRADE OR GOMAINER�D (SEE B&B_.. ARROWHEAD ANCHOR UNDGIURBEDSOL SPE IREMST BALL REQUIREMENTS) B&B OR CONTAINERIZED ROOTBALL SEE SPECS FOR ROOTBALL REQMT ti' <;�liT X' LODGE POLES EXTEND N. BMI :'1-. ` PREPARED PLANTING SOIL AS SPECIFIED TINTO SOIL PREPARE PLANTING SOIL AS SPEC'DPREPARED PLANTING SOIL AS SPECIFIED TREE PIT2X UNDISTURBED SOIL 12' TVP, ROOTBALL DIA Tree Planting (65-100 Gal.) Tree Planting (15-45 Gal.) Multi -Trunk Tree Planting 4 5 6 Scale: N.T.S. Scale: N.T.S. Style: N.T.S. NOTE_ STAKING PLAN " CONTRACTOR SHALL ASSURE PERCOLATION 120' NOTE OF ALL PLATTING ARBOR TE STAKING PITS PRIOR TO ® COMPONENTS AS MANUF. ( + 1 1 INSTALLATION ,M 120° BY STAKING SYSTEMS INC. \\` OR APPROVED EQUAL m g PROVIDE 18' MIN. SPACING BETWEEN DIFFERENT PLANT NOES WRAP NYLON STRAPPING AT FIRST BRANCHES MIN.8-0'FROM GROUND $ ALL SHRUBS& GROUNDCOVER TO USE ® SPACING EXCEPT WHERE NOTED; ® THREE 2'X4'XB'LODGEPOLES PAINTED BROWN:TRIANGULAR TREE NOTE: SEE PLANT LIST FOR (O.C.)SPACING SPACE EVENLY AROUND THE TREE) 2 PER 30 GAL 3 PER 65 GAL TREE) CONTRACTOR SHALL ASSURE PROPER + + + DRAINAGE AWAY FROM BUILDING SOIL BERM 0 ABOVE TOP OF CURB MULCH, TYP. + + + + 18'MIN. SETBACK FOR SHRUBS 12' MIN. SETBACK FOR INSTALL PLANTS AS SPEC'D ON GROUNDCOVER & ANNUALS B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR PLANTING PLANS (SEE L•53.01) ROOTBALL REQIRREME TS) CURBIEDGE OF PAVEMENTIBEDLINE 3- MINIMUM OF MULCH(TYP.) •. SLOPE--+ cuRe •3 NOTE: THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF �` d :' ;�r�'.''::'•':.:.�-^' SHRUBS AS SHOWN IN THE PLANS AND AT - ;� �• = UNDISTURBEDSOL THE SPACING SHOWN IN THE PLANT LIST. h LODGE POLES EXTEND MIN 21NTO INTERIOR PORTIONS OF EACH BED SHALL UNDISTURBEDSOL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL AUGER PER SPECS FOR PERCOLATION Curbed Island Plantings Foundation Planting Shrub and Groundcover Spacing 8 9 Scale:N,T.S. Scale: N.T.S. Scale: N.T.S. Designed By: INNOVATIONS nssieu ccous 11 a,Awa°l6mm aaAHx> ■ —A ■ axss+ rssaiAnarcrsNcwA ■ ms.emane Rev: I Date: IDescdpflon: By: I & 06/27/18 1 CIN RR Date: 04/05/18 1 PERMIT Drawn By: RTR IDesigned By: RTR Approved By: MEM I Project No: 17014 ®Innovations Design Group, Inc. J_ Q Q F— QO LU � Q w Lo C L.L.1 C a Q° CL U O Q g Rev: I Date: IDescdpflon: By: I & 06/27/18 1 CIN RR Date: 04/05/18 1 PERMIT Drawn By: RTR IDesigned By: RTR Approved By: MEM I Project No: 17014 ®Innovations Design Group, Inc. Cc CL 4) C 9 c a O N ao� p 7 X a � v U N N Q Z IV IN G IRRIGATION INSTALLATION GENERAL NOTES SECTION 02810 PART ONE - GENERAL IA SUMMARY A All p tions f Division I - General Requirements are Ince 9etl with this s ctlon B. Furnish oil iransportaibn. leriaic, labor, equipment, d r ervltes to complete all ark shown on the drawl gs r cl as speclFletl. 1.1 RELATED SECTIONS, section 02900 landscape panting 12 70LERANCE A Install sprinkler heads store Indicoied by symbol. B. Dr-Irg'snAre schematic. AtlJust pipe and locations to forn to E sit, Nntl Ilsonf aMWbeevf'oW obstructions. Conceal compo nts locations before installation where Pozs y quee I9 SUBMITRAL A Submit two boua,d folders contaInInpQ 1. Written ape tIntimstructlons for II components. 3. Co2. s'Complete earts completion epprA and manufacturer's dote. I 4. Written maintenance Instructions. S Provide 2 sets -bulli record dr f byq with the fdlorkg Seems dl'ensa lamed thenrest foot. bVater m ce , Got. vllv.lvee C (R. Electric control sire path ed -tiro pprrInts). B. Products furnished but not Installed, 22 extra heads of each t uu and size . 2 extra nozzles of eachytype d size 3. 2 e fro head enches For each type of head 4. 1 extra valve box with IId 1.6. WARRANTIES A. Conirocior ill be fully e5ouonslble for system operation unlit PREPARATION 32 PREPARATION Date of Substonibl Cohpetbn A Surface atkm Stoke out each run Of pipes, each head, and B. Contractor Ls fullyy esponsble Por Il parts rad eorknanship for after Oate f Substantial Completion of each specific o h valve. B. Test control wire for continuity before urreelig for Installation year phaseportion of the ot}}. fulFlllront i fattnrer'c 3.3 INSTALLATION C. See to {he II warranties. A Keep pipe Interior sicca and dry at all sties. PART TVO - PRODUCTS B. Ensure o quare cut at all Joints and ream ends to a smooth finish, 2A MATERIALS Backfill shdU be free from stone, trash, or other debris. Incur QarM rout. C. Loy 11 Treater than 100 feet from side to side on trench 2.1 KANUFAC7UREIIUNITS bottom Ian se peIta pattern D. S t 11 pipe with clean, compact soll. A. Autonatic electro-necMNcnl caniroller fully Installetl and E. Boc fill and compact to original still. DI]erat B. E(ectrlc�lve Installed In vntve box. F. Stt heads Plumb and flush with to of sod or mulch. a For lot eral Imes flush till debris iron lines. Open valvend C. Valve box with lid manufactured by 'Anlek' 'Brooks•. scree on one head at a tine, starting at alve and conttvdnp to D. Connection for control w"s manufactured by 'Pentiteor 314' Installed as per manufacturer's direcilons, and above the end Ensure Shot (Ines ore watertlpht. CES 3A Tin p de kn val;e hexes. E. Grate Wes holt be brows nd Installetl In valve box. line and an A IIaIn floe and drive c[OswIngS hall have IB Inches nInFAm cover. F. Automatic draIn valves shall be Installed In 1 cubic foot gravel. B. Lateral shall have 12 Inches NNnum cover. 22 COMPONENTS C. MI heads shall be 4 Inches ink -m from calks, drives, or ,rbc. D. MI pop-up heads and valve boxes shall be Installed with top flush A. Control wire shall be direct burial • 14, type UF. Tape to underside f In feel. Install d. 5 fires. Blip grade. E. MI heads shall be Installed plumb. every 10 spare Rr wire extra B. Nein IIne hall be class 200 PVC (ANSI/ASTM D224D� .67 C. Lot eral U+es shall be clave 160 PVC nkywa) (ANSI/AS7M 02241). Sleeve at all tipepd and drive c 59Inps SiJ be class u PVC. �' ct;ind for the heck 3.5 FIELD TESTS 120 Nmdtes. If Ofopuntl c 1 octet rid vntiveipussehbl l�p5ci ildStnp3 a fenkyls hirepalr and etestuMll satisfacIn tory. F. all electrical work wlit eaonforn to year construction HE.C. 3.6 ADJUSTMENTS PART 7IHtEE - EXECUTION A Adjust sprinkler er patterns and radius. Encore uNforn oto 10' HALF sufficient her c ppee For opilrto pant p0115, h.f l g B. heads shalt be allowed to Spray alts, fences, Balks or, drives. 3B In. surf E u f... to which k will be applied and MxtBateiyy Se C. Set tines to operate c Iproprlate for slalom, wait �ype, ndeca waPaces far lantlscape a Ntect In • ItInp If site Is not In proper [ontlltb�for Contractor to perform Nc dutles under the terns of this contract. drakaTe, antl plant regnAreronts. 1.4 CDpRD]HA7EE YORK TH py R ANp OT R TRADES 3.7 FIELD QUALITY CONTROL A AoL}ce�r �etl epl�rN7H wWN;Rtll/�pv�eo�o totthe 3.1 PR07ECTlON w Lnnds12 Ntect pr Omer y conduct �rlodk Inspections to B p`wJec A Locate identlfyy,� and mak all known utilities In area of the rorty. determine iM} the ;erns f this tract a fulFgled Take reasonabl care to void damages hazards. B. Contractor III be expected to partieiyate with Owner In final 1.5 QUALITY ASSURANCE H. Danape c d by Contractor's work ill be repaired to Owner's Inspection to review prop t for conformance io the contract. A. Contractor LL expected topartIn pre[onsiructbn heelkg ¢tisfactlon at Contractor's expense. Items to be viewed Include, type, nquantl}lee, sizes, locations, with Owner and landscape 'test to coondlrate schedule, clarl�fy C. Docunen{ any don¢ge to work ed by ther trades. i mediately e7nensbns, oto gwlltf' ai terbls ntl orkmanshie. queetbns, d ,discuss ceptade performance c Iterla for parynrn{, bring costs to Owner's attention and quickly repot- at Owner's C. The Contractor shall keep the premises free from ccunulatbns of B. Contractor is petted toaparikipaie m contract closeout tka expense, as directed ie materials or rubbish caused by his employees or work at all Nth Owner n d bndscope ['tett to Ify proper pletion of it+es. ,l the work, s4ablLsh •hate f Substantial Completion', and ntivlse Owner as to system operation END OF SECTION 4 5 6 MAINLINE SHOWN OUTSIDE OF PROPERTY FOR CLARITY. PLEASE KEEP ALL WORK WITHIN PROPERTY'S LIMITS. HUNTER SPRAY IRRIGATION SYB KEY PATTERN GPM SPECIFICATIONS A 15' FULL 3.75 PROS-I2-PRS30-CV-R-15F C) B 15' HALF 1.86 PROS-I2-PRS30-CV-R-15H C 15' QUARTER .97 PROS-I2-PRS30-CV-R-150 • D 12' FULL 2.7 PROS-I2-PRS30-CV-R-15F • E 12' HALF 1.3 PROS-I2-PRS30-CV-R-15H • F 12' QUARTER .67 PROS-I2-PRS30-CV-R-150 0 G 10' FULL 1.59 PROS-I2-PRS30-CV-R-15F 0 H 10' HALF 28 PROS-I2-PRS30-CV-R-15H O 1 10' QUARTER .42 PROS-I2-PRS30-CV-R-150 J 8' FULL .97 PROS-I2-PRS30-CV-R-15F K 8' HALF 47 PROS-I2-PRS30-CV-R-15H L 8' QUARTER 24 PROS-I2-PRS30-CV-R-150 M 5' FULL 47 PROS-I2-PRS30-CV-R-15F N 5' HALF .23 PROS- I2-PRS30-CV-R-15H 0 5' QUARTER .12 PROS-I2-PRS30-CV-R-150 P 5'X30' SIDE 1.3 PROS-I2-PRS30-CV-R-SS530 0 5'X30' CENTER 1.3 PROS-I2-PRS30-CV-R-CS530 ■ R 5'X15' END 65 PROS-I2-PRS30-CV-R-EC515 O S 9118' SIDE 1.72 PROS-I2-PRS30-CV-R-SS918 6 7 BUBBLER .5 PCN50 ON FLEX PIPE CONTROLLER PRO -C 16 STATION CONTROLLER WITH RAIN 6 FREEZE SENSOR 1.5' POTABLE IRRIGATION METER ® METER VALVE 1 C V -1516-R we wee MAINLINE 1 1/2' MAINLINE RPZBFA 1.5' REDUCED PRESSURE BACKFLOW ASSYMBLY SLEEVE SCH40 PVC SLEEVE 2 TIMES SIZE OF PIPE NORTH 0 15' 30' 60' SCALE: 1'= 30'-0" 1. THIS PROJECT. INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION. SHALL INCORPORATE WATERSENSE- PLUMBING FIXTURES AND ENERGY STAR& APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEFS CODE OF ORDINANCES. 2. HIGH VOLUME IRRIGATION AREA($) SHALL NOT EXCEED SIXTY PERCENT (60%) OF TOTAL AREA TO BE IRRIGATED. -40.839 S.F. OF IRRIGATION AREA EXISTS -53% 21.651 S.F. OF NRF (HIGH VOLUME) AREA IS PROPOSED. -47%. 19.188 OF LANDSCAPE (LOW- MEDIUM VOLUME) AREA IS PROPOSED. 3. NO IRRIGATION RISERS SHALL BE USED. 4. 'DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CAWNG 407�905�3159.' -c1Q l WN -IIS._ SPRAYS WITHIN BEDS SHALL BE FY POP- UPS. SPRAYS IN LAWN LAWN AREAS SHALL BE 6' POP -UPS. -ADJUST HEADS TO AVOID OVER SPRAY. -USE PURPLE HEADS. PIPES. & VALVES ONLY. -FIELD ADJUST IRRIGATION PLAN TO ONLY. SITE CHANGES. -VELOCITY SHALL NOT EXCEED V PER SEC. IN ALL PIPELINES -ALL POTS SHALL BE IRRIGATED WITH DRIP BUBBLER AND ATTACHED TO LAND IRRIGATION ZONE -THE RAIN SENSOR SHALL BE UNOBSTRUCTED FROM THE SKY. SPRINKLER THROW SHALL NOT EXCEED HEAD TO HEAD COVERAGE AND SHALL NOT HAVE SIGNIFICANT OVERTHROW TO IMPERVIOUS SURFACES OR BUILDING. -ALL IRRIGATION SPRAY HEADS SHALL INCORPORATE PRESSURE COMPENSATING NOZZLES. ROTARY HEADS AND FIXED PATTERN SPRAY HEADS SHALL NOT INSTALLED ON THE SAME ZONE. -LOWLYING AREAS NEAR WATER BODIES AND AREAS WITH POOR DRAINAGE SHALL HAVE HEADS WITH CHECK VALVES. -APPLICATION RATES FOR ALL SPRINKLERS AND EMITTERS SHALL BE MATCHED WITHIN EACH IRRIGATION ZONE our WATER VELOCTIIES SHALL NOT EXCEED 5 FEET PER SECOND. -INSTALLED PIPING SYSTEMS SHALL BE FREE FROM LEAKAGE. TO MINIMIZE TERMITE. ROT. AND MILDEW POTENTIAL IRRIGATION HEADS SHALL NOT BE LOCATED WITHIN TWO FEET OF ANY BUILDING: HOWEVER DRIP AND MICRO -IRRIGATION SYSTEMS MAY BE UTILIZED IN THIS AREA. Designed By: INNOVATIONS pr sm6x Ga aur A. g01(SeIA] � diJNb � mIOaDA � 3iw5C YANVJMYJVAT>WCESIGY.COM ■ KI).fepJS]d QZ o g c O lL a ~ Z 20 c0 QO LLJ Q O Q C) Ly I U 106/27/18 1 CITY I RR I Dote: 04/05/18 PERMIT Drawn By: RTR IDesigned By: RTR Approved By: MEM I Project No: 17014 ®Innovations Design Group, Inc. Seal: Sheet Number: IR -01 0 0 r 0 INTERIOR OR EXTERIOR WALL-) J � MINIMUM CLEARANCE FOR DOOR OPENING XTERIOR WALL (SEE NOTE) W � Q MINIMUM VERTICAL CLEARANCE NEEDED SCREW/LOCK SCREW/BOLT FOR HINGE PIN REMOVAL a o VALVE COVERLt;RIDE gO# C9 U IRRIGATION CONTROLLER C CONTROL WIRE IN ELECTRICAL N/ FREEZE SENSOR rr! GATE VALVEOX ONDUIT. SIZE AND TYPE PER LOCAL CODE RUN LEAD WIRES 3/4' POWER SUPPLY CONDUIT TO CONTROLLER J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE NOTE: MOUNT SENSOR ON SURFACE ' DIA GRAVEL MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL WHERE R WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BE HARD -WIRED TO GROUNDED 110 or 220 VAC SOURCE. BUT NOT IN PATH OF SPRINKLER SPRAY. Irrigation Controller Rain and Freeze Sensor Gate Valve Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. O1 STANDARD VALVE BOX O2 FINISH GRADE 11 (DANISH GRADE 1 J 10 2O QUICK COUPLER VALVE 'WHEN USING LARGER GPM NOZZLES, BEWARE OF HIGH 10 2 1 11 Q REMOTE CONTROL VALVE / Q 10' ROUND VALVE BOX FRICTION LOSS IN SWING JOINTS. ADJUST SIZE ACCORDINGLY. 1 5 4 ® WATERPROOF CONNECTORS (2) 2 ®PREFABRICATED SWING JOINT Q FINISH GRADE 3 OS 16-24' COILED WIRE O5 MAIN UNE TEE OR ELL OQ )z' OR �' ROTOR HEAD Z ©SCH BO T.O.E. NIPPLE ©MAIN LINE PIPE (a) Y,' OR Y,' MARLEX STREET ELLS (3) 2 6 7O MAIN UNE PIPE k FITTINGS (2 BRICK SUPPORT (3) ( J¢' OR Y,' SCH 80 THREADED RISER ® BRICK SUPPORTS (4) .a ®3/4' MINUS GRAVEL ( LATERAL TEE OR ELL 6 6 O9 3/4' MINUS WASHED GRAVEL 90+4 REBAR W/SS HOSE CLAMPS ©LATERAL PIPE 3 8 9 10 SCREW/LOCK VALVE COVERS 10 SCREW/LOCK VALVE COVERS 4 11 SCREW/BOLT 8 11 SCREW/BOL 5 5 3 6 9 4 6 C SUP UNIONS Remote Control Valve �1 Quick Coupler Valve ��� Rotor Head 4 Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. / UILDIONR FACE FACE OF CURB 30' (DANISH GRADE 1 8 O2 SPRAY HEAD Q LATERAL TEE OR ELL EE 2 ®LATERAL PIPE (�)I' STREET ELLS WITH FLEX (FUNNY) PIPE 5 ©(NON -POTABLE CAP COVER 3 AS REQUIRED) 4 Spray Head 7 Scale: N.T.S. Designed By: • INNOVATIONScoL I, °WAiNVmY SU"A[ ■ MJHNJ ■ I -A ■. J.vsa Desc CITY Date: 04/05/18 PERMIT Drawn By: RTR Designed By: RTR Approved By: MEM Project No: 17014 ®Innovations Design Group, Inc. J � Q O J LL W � Q }o Z �0 w O a o 11 Q � C9 U C Desc CITY Date: 04/05/18 PERMIT Drawn By: RTR Designed By: RTR Approved By: MEM Project No: 17014 ®Innovations Design Group, Inc. LLminaire Schedule S}40b01 Qty Label I Arrangement Total L&rp Lumens LLF Description b 6 SLB4 SINGLE N.A. 0.950 I GAN -AE -04 -IED -U -M Calculation Su7Finary Label Ca1Clype Units Avg 14ax 14in Avg/Min 1../Min Parking Lot Illuminance Fc 1.65 ^-.90.6 '.75 4.83 Property Line Illuminance Fc 0.04 0.7 0.0 N.A. N.A. HEIGHT=30'-0' AFG., TYP. Blake L Suddem 2018.04.04 MOB 15-04'00' I FORUM■ e ARCHITECTURE & a INTERIOR DESIGN, INC. MAVM I ARCIVEMUFM I INTEMMIDESIGN D 237 a w-abnante drive, -ta 22D alla-M. cpdnga. B 32714 E phone: 407.830.1400 lev: 407.830.4143 AADD02731 iW.f_ hkecWremm E F Joseph, Lawrence & Co Consulting Engineers S 1160HA9WOOD LVE. S01T6 3000 ALTANOHTL SPAN0S. FLMMA 32714 TFL 321972.4466 WwRax-M G NO. 26730 P E € ARYA s E Ocoee, FL JLC18.0073.00 € 6 € E _ Blake Lawrence Suddeth P.E.#:69060 L Pp SET DISTRIBUTIONS: 5 8 a a 0 S a Q SHEET REVISIONS: 2 b F E EDITED BY: 1xN,e1s PROJECT NO. 3462 z i Apartments 0 Site Plan F� Photometrics yU C E 16.03 A f'7 �17 �I fi I ❑01.7S �16 I I'1.6I 11 111I'1.6 L7 15 'Lfi7 'I ] I6 '15I 'I 'I '1.6 '1.7 'Ib "2.020 '19 'L6 'L7 L6 Ib 'L 'I 'I6 ' .6 20 '1.0 'V 'V 'I. '2 '19 6 .4 tj3 �16 I 00 '09 '1.1 '11 '14 '1.7 '23 '23 '23 '1.9 'IS '1.4 '15 'Lfi 16 1.6 'IS 'IS '1.7 "20 '2.A '2A '20 'I.7 'IS 'IS '1.8 '1.8 '1.7 '1.6 '16 '1.9 '21 '23 '21 'Ib '15 '1.4 '15 'IS '1.6 '1.5 "1.5 '1.4 '1.6 '19 '23 '23 '2.0 1.8 09 'IA '1.1 '1.4 'Ib '2.0 '21 '21 '1.9 '16 '13 'IA 'I5 15 '1.4 '13 'M '19 '20 '22 '21 '2A 'IS 5 'Ib '2.0 31 '21 '2.1-'1-9 'IS '13 '13 �1.1 ',.{ '1.4 'IJ '1.4 '1.7 '21 '23 '23 '2.1 '1.9 '1.7 'Ib '20 '20 '16 '1.7 '1b '2 13 'IS 'IS ' 3 3 IJ '13 '13 '13 '1. `�5 b��l. 't.fi 'I.5 'I.4 '154.7 I.6�'16 .4 13 '13 '13 '1.3 'I. 't '17 '.7 1.71.7 'I.1 '2.0 '21 '22 "19 'I.7 'I I 00 I.0 I.O 11 i.l .I .I 12 '1.2 11 'I.I I. 'I.I '.1 'I. '.2 11 '13 13 '13 11 '1.2 11 '12 '.1 ]�3 .I I.1 '11 I.I '11 '1. '1 12 -2 1�1 1 13 'I.3 'I.5 23 '2.5 '2. ' I 10.0 22 "26 '2SL I 10.0 'Lfi '1A '25 ' F 10.0 '14 1.9 h3 "2. i0D '17 '2A '1.9 '16 1 100 -U�1.6 'I.6 'I7 '1.9 I I 100 '-I.6 16 '1 I L '1.4 '1.6 '1.8 '1.9 '1.2 10.0 \ 6 '14 '16 'I.7 "1.9 '2.1 6 F J. '1.6 "I. 0 I 100 I 1 1.2 '1.6 '1.9 'I 7 ' I 10.0 _ L I '1 '17 '21 '2 ' 9 C - 100 I I I 'I6 '2.27 I � I . '1.6 '22 '23 '16 6 i O0A A '2.0 'I. F F nli� 7�IS 'I.6 '1. - I �/L1 '12 '1.2 '13 I I ------------------ ------------------------------------------ _____�------------- --- --br-rt9--to�1m�,.r=r4-'Tn�1r- ---- . ------------------------ �0.0 L I1--1I-�7 SOA 16 'OB -0.9 -0.9 'LI '11 15 '10 " - -'O.G-'oT--oo -b0-�.0 `b.0-'0D-a.0-'bL '0-G'O.b-'0-0-'OD-'OS'b.0 '6b -'0b '66'OO�d6-'b0�G0 '00 'OU -'00 �00 L_ b�0-6U-'UO-'d0 iv7o--a 0S' .6�dG'Oa�6.b a0U.0 00 '00 Oa DO '00 0:0 G.0 0.0 Ub 00 0.0 00 '00 0.1 '0.1 0}- O.l 'OS OS U.6 0.6 '0] 0.7 '0.1 02 QO 0.0 '0.0 0.0 'OA OD 00 0.0 0:0 0.0 '00 00 OA '0.0 OA QO QO NORTH �E1L SUDS'", Site an - Photometrics =vv =p0' eunar :=yirY� Blake L Suddem 2018.04.04 MOB 15-04'00' I FORUM■ e ARCHITECTURE & a INTERIOR DESIGN, INC. MAVM I ARCIVEMUFM I INTEMMIDESIGN D 237 a w-abnante drive, -ta 22D alla-M. cpdnga. B 32714 E phone: 407.830.1400 lev: 407.830.4143 AADD02731 iW.f_ hkecWremm E F Joseph, Lawrence & Co Consulting Engineers S 1160HA9WOOD LVE. S01T6 3000 ALTANOHTL SPAN0S. FLMMA 32714 TFL 321972.4466 WwRax-M G NO. 26730 P E € ARYA s E Ocoee, FL JLC18.0073.00 € 6 € E _ Blake Lawrence Suddeth P.E.#:69060 L Pp SET DISTRIBUTIONS: 5 8 a a 0 S a Q SHEET REVISIONS: 2 b F E EDITED BY: 1xN,e1s PROJECT NO. 3462 z i Apartments 0 Site Plan F� Photometrics yU C E 16.03 A W PC 11FD The energy-effmient Shoeboc LED is a green solution and great GI la commercial parking lots, malls, office buildings and sheets providing a -white light` that will enhance the appearance of your site. The Shoebor LED de bus light where d is needed, while increasing visibility and reducing sell light to adjoining properties. Selected to be an alternative to the metal halide light future, Ibis future provides a white light source that will enhance colas, adding to visual acuity and improving area uniformity. ._ nergy3cam DulMorUghtng ^ i. r... 666.7696417 S(� DUKE ENERGY.. LED 233 1 421 watts n,zrer,,,mn, d�a;er Mounting height 201-35' Color Dark bronze Black Poles Te— top concrete Promenade concrete Light source: LED n,11W Wattage. 213 421 Light pattern:-__-_-._--_-.__ LED213 421 j 1111, Y Vlcrrcula rl LED 213 421 IES Type IV llun:ard Ihro.i) LED 213 IES Ip= In ("roll IESNA curtffd ficalbn FII t X COlortemperature 4,0001( Warm-up and restnke lime: Install an inn norm -up or -I'kn fame) Poles available: Name Mounting height Color Tenon top concrete 20-35' Gray Promenade concrete 20'-35' Bronze Features Benefits Neighborhoods Little or no installation cost Applications Roadways Design services by lighting professionals included Shopping centers Maintenance included Electricity included Warranty included One low monthly cost on your electric bill Turnkey operation Backed by over 40 years of experience 30 ft. Mounting Height Pole Detail D ' Scale: Not to Scale L Scale: Not to Scale (� DUKE ENERGY: Frees up capital for other projects Meets industry standards and lighting ordinances Eliminates high and unexpected repair, bills Less expensive than metered service Worry -free Convenrence and savings for you Provides hassle -free installation and service A name you can trust today ... and tomorrow Blake L Suddeth 2018.04.04 09:06:50.04'60' s FORUM■ 3 ARCHITECTURE & INTERIOR DESIGN, INC. `. RAlN4i l nRC11111ECTURE I KnOWRDESM s �R 237 is wesNwnte drive, safe 220 t e9amonte springs, 4 32714 Phone: 407.630.1400 fax407.630.4743 M0002731 www ibinurrambitechrre.mm i E S c Joseph. Lawrence & Co 3 Consulting Engineers ! 1110 H"WOOD IVE, SOITL 3000 /L7IHONTF fi00NG3, FLOOD4 327N .1311071.1/66 WWW.AOtNC.CON 5 CI NO. 26730 F i E i It ARYA E Ocoee, FL JLC18.0073.00 f a s Y Blake Lawrence Suddelh S P.E. A. 69060 5 jp SET DISTRIBUTIONS: g f t B P F s E P 6 LE4 8 a EDITED BY: Mims PROJECT NO. 3462 u Apartments 0 0 9 Site Lighting Cutsheets E16.04 - 1 r°M u' ®® w'r li= ■ r e ■' ■ ■ o: ■ ii ■, : ■ aii ■■ a" u ■ JIM'" a �� .•. i i ivi ii i i iii �i i . Idr l ` rra ® ■ ■ ■ ■ ■ ■ ■'■ -µ— — I' ...■ ea, ca ,MEN and mom- m �■ -_� ■■ -.,,. ■■ ■E'Z ■�.Am ■�■ -i ,v� ■■■ ■Il 4dklE,l mu ,f1l � 'I'_'-. Ili: f [' "1 -.g I®ss ®■ ■■ ■■■'� ■■ ■■ ■■■ --,! w� ■■i5j ., ■■ ■ '. , ll 'MMW M__- 'w'J LL _ 1 i i ry ■■ ■■■ ! ; ,.,. ■■ ,a� !�■ I•■ wa M ago ■■■'. ■■ fdEd --1�. ,-, I Iaa,® L �� �� ,.■■. ■II J �� �_� �� �. ■_ ■ �:i��■ ,.,. i ■■ ■■ 1■ ■■ ■■■ ■■■ ■■ ■■ L_ ` ry ■■ a IN d.. and d1@ a, rJIE® .. se w. 01121 .. "men��, -g .- � .. Haws i•, k ? 7ffi' , tr711.e ■■ ■■ ie�■■P�! il.■■or ■■ rnB■■a ■11;1 [n « �:-;d� .='• ..';'all ■■ L ' �`,`�—�'� _ - •-� I_ I. ��E .a3 'm:� I I� i� aei ■■ I ��I ■■ ; 7311 JAd IB ■■■ ■ ■ ■� m� ■■ �'' ■ ■ ����■� IIIIII�E! ��»' ■■■ �J d® ®®I■ ■■ r ® ■■ I e ■ r/ I' ! A �I_II rl - I t i ■■■ i■ ■■■ _■■ i �,_ ONE Uzi I VP Ad 0 Now ..a .� ME ONEI n 1� ' ■■■ ■■B I A ■■■ ■ ® na MI HH a a71 m �E�tI?t^ Y� 01 La t �I I: La�i.f rack _e...9rliv.n �-r3y Park �uarE HOMES SOIL LINE (TYP.) 1 FLOOD ZONE A MNP PER O 37 54 N FEMA PAM! /120BSCO22022O F (THP.) WESMERE Q ZONING PUD -LD 2 O GRAPHIC SCALE' SIF s ( IN Fm) 1 Rash = 60 NL 44 EN CML ENGINEERS 431 E. Horatio Avenue Suite 260 MatUand,) Florida 83}0 32751 (407 6 0'", 3G PROJECT DATA: 28- ET POND 215' - 001 SOILS LEGEND 37 BRU-MAR NURSERY I - BARKEPoTVILIP, A 3. FIRE PROTECTION: CITY OF OCOEE SMYRNA-SMYRNA, WET, .. 44 ZONING: A-1 I ZONING: PUD-COMMLLC /"'�v`'^''•1'-� FlNE SAND, 0 TO 6. EXISTING ZONING R -IM NOT r'LA7T£D vau SOIL DIVISION UNE I CONSERVATION LL\\ y EASEMENT 257 AC FL000 ZONEA LWE ROW DEDICATION I 0.29 AC , TOTAL AREA PER FEAR FIRM PANEL 10.28 AC PROPERTY LINE (TVP.) 42 O BUILDING SETBACK Jv ` j12095CO220F (TVP.) o I LINE (T1'P.) .1 DUMPSTFR Dz 7RANSFONMEA`��J ein I GENERATOR SHALL BE EQUIPPED WITH SHIELDED OR FULL CUT -CFF LUMMAIRES INCORPORATING FLUSH -MOUNTED LENSES, LOC• ARTICLE N, SECTION PARCEL 1 6-14, C (2) (1), Vill 25' 14. SIGNAGE TO COMPLY WITH THE CITY OF OCOEE LOC 1&SITE TO COMPLY WITH THE CITY OF OCOEE LDC / 16. FUTURE LAND U$: LOW DENSITY RESOENIAL jj4am= IT - - ` REGULAR WOW SPACES 72 SPACES ( HANDICAP 12'X18' SPACES: 4 SPACES -NOTE 4 HANDICAP SPACES ARE REQUIRED PER ADA/FAC EASTNG DRY OIND 1• TOTAL PARKING FRONDED: 76 SPACES \\ O REMAIN /� 114' IMPERVIOUS AREA PARCEL 11 1 FLOOD ZONE A MNP PER O 37 54 N FEMA PAM! /120BSCO22022O F (THP.) WESMERE Q ZONING PUD -LD 2 O GRAPHIC SCALE' SIF s ( IN Fm) 1 Rash = 60 NL 44 EN CML ENGINEERS 431 E. Horatio Avenue Suite 260 MatUand,) Florida 83}0 32751 (407 6 0'", 3G PROJECT DATA: 28- ET POND 215' - 001 SOILS LEGEND 37 ST JOHNS FINE SAND 42 SANIBEL MUCK 3. FIRE PROTECTION: CITY OF OCOEE SMYRNA-SMYRNA, WET, .. 44 FINE SAND, 0 TO 2 DEVELOPED IN THE FUTURE PERCENT SLOPES O-ZOLFO 54 FlNE SAND, 0 TO 6. EXISTING ZONING R -IM 2 PERCENT SLOPES vau SOIL DIVISION UNE DESCRIPTION 1. WATER AND SEWER SERVICE CITY OF OCOEE PARCEL 2 2 ELECTRIC SERVICE DUKE ENERGY IMPERVIOUS AREA 3. FIRE PROTECTION: CITY OF OCOEE - 4. PHASING, PARCEL 1 TO BE DEVELOPED IN 1 PHASE, PARCEL 2 TO BE PERVIOUS AREA DEVELOPED IN THE FUTURE 7.42 AC 5, PROPOSED USE: ASSISTED LIVING FACILITY 1 6. EXISTING ZONING R -IM - 7. TOTAL PROJECT ACREAGE: 117.05 ACRES WETLAND PARCEL 1 =PROPOSED LEGACY LIFESTYLE OF OCOEE PROJECT = 257 AC 6.77 AC PARCEL 2 =FUTURE DEVELOPMENT = 10.2aAD ROW DEDICATION REQUIRED ROW DEDICATION a 0.3 AC QNCLUNCWDES 0.15 AC WETLANDS) 0.29 AC & TOTAL WETLAND ACREAGE 2.69 AC ON-SITE + 0.15 AC IN ROW TOTAL AREA DEDICATION - 264 AC TOTAL 10.28 AC B. TOTAL BULDWO AREA - 112,259 SF/258 AC (ALL 3 STORIES) 10. FAR: 2.51/ 6.76 - 0.3& MAX ALLOWED - 1.0 11. THE PROJECT IS LOCATED IN FEMA ZONES A AND X PER FEMA FIRM o MAP 1209500220 F DATED SEPTEMB25. 2009. TMERE ARE NO ER PROPOSED NET IMPACTS TO THE 100 -YEAR FLOODPLAIN a Dz 12 MAX BUILDING HEIGHT: 35' ein 1S LIGHTING SHALL COMPLY WITH THE CITY OF OCOEE LDC. FIXTURES SHALL BE EQUIPPED WITH SHIELDED OR FULL CUT -CFF LUMMAIRES INCORPORATING FLUSH -MOUNTED LENSES, LOC• ARTICLE N, SECTION ^4@ 6-14, C (2) (1), Vill F 14. SIGNAGE TO COMPLY WITH THE CITY OF OCOEE LOC 1&SITE TO COMPLY WITH THE CITY OF OCOEE LDC / 16. FUTURE LAND U$: LOW DENSITY RESOENIAL DESCRIPTION 17. STORMWATER TREATMENT AND ATTENUATION IS PROVIDED IN THE PROPOSED RETENTION POND AND IS DESIGNED TO MEET THE SJRWMO PARCEL 2 TOTAL IMPERVIOUS AREA AND CITY OF OCOEE IDG - - g PERVIOUS AREA 1& THE PROJECT IS NOT GATED. 7.42 AC 10.63 AC WATER SURFACE 0.35 AC - � g WETLAND 0.12 AC 257 AC � ROW DEDICATION 0.01 AC 0.29 AC Loy TOTAL AREA 6.77 AC 10.28 AC RcSii PARKING CALCULATIONS n • REQUIRED PARKING 1 SPACE/4 BED, PLUS 1 SPACE/E/MPLOYEE ! 120 BED X 1 SPACE/4 BED + 35 EMPLOYEES X 1 SPACE/EMPLOYEE = 85 SPACES g V • 1� TOTAL PARKING REQUIRED: BB SPACES PROVIDED PARKING SPACES IT ` REGULAR WOW SPACES 72 SPACES ( HANDICAP 12'X18' SPACES: 4 SPACES -NOTE 4 HANDICAP SPACES ARE REQUIRED PER ADA/FAC 1• TOTAL PARKING FRONDED: 76 SPACES IMPERVIOUS AREA PARCEL 11 ,RFs * yy��ii PROPOSED PAVEMENT h 9DEWALN:1.80 AG PROPOSED BUILDINGS 1.28 A0. (ifl93 TOTAL IMPERVIOUS AREA: 3.05 A0. (4&561n - �°•� O Y TOTAL PARCEL 1 MEA: 6.76 AC (100 y OGT•. SETBACKS z o 5 'ranula° o FRONT 35' FAST AND WEST SIDE 25' I JJ F, xCi K w z 1c� REAR 37' UJ o Or �T O = Ino BUILDING AREAS: o N l 42 MSf FLOOR 62,993 SF O d pw SECOND FLOOR 38,118 SF THIRD FLOOR 21.1y1 O 0 Q E' SE TOTAL 112,269 SF CL w O U O � O • m qq �E m 1515z n o SITE DATA TABLE: Us N DESCRIPTION PARCEL 1 PARCEL 2 TOTAL IMPERVIOUS AREA 308 AC - 3.08 AC PERVIOUS AREA 3.21 AC 7.42 AC 10.63 AC WATER SURFACE 0.35 AC - 0.35 AC WETLAND 0.12 AC 257 AC 269 AC ROW DEDICATION 0.01 AC 0.29 AC 0.30 AC TOTAL AREA 6.77 AC 10.28 AC 17.05 AC E s _ o � a Joe 1 15068 ;1 : 3/7/16 0 DATE: I SCALE: 1'=50' j 0.7 DES ED BY: DAS Is DRAWN BY: DAS - APPROVED BY: DAS it 5 OV -1 --]9 OF 25 9 COPY OF ADVERTISEMENT Date Published and Media Name L2B The West Orange Times Thursday,July 26,2018 Advertisement or Article FIRST INSERTION CTT OF OCOEE NOTICE OF PUBLIC HEARING ARYA INDEPENDENT LIVING FACILITY PRELIMINARY/FINAL LARGE SCALE SITE PLAN LS-2018-007 NOTICE IS HEREBY GIVEN,pursuant to Article IV Section 4-3A.(3)(b)of the City of Ocoee Land Development Code,that on TUESDAY,AUGUST 7,2018,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,150 North Lakeshore Drive,Ocoee,Florida,to consider the Preliminary/Final Large Scale Site Plan for Arya Independent Living Facility.The property is located on the north side of Roberson Road approximately 627 feet east of Tomyn Blvd(Windermere Road). The parcel identification number is 31-22-28-0000-00-005,and the address is 868 Roberson Road.The proposed use for this property consists of a 242 bed,four-story 203,270+1-square foot independent living facility. Interested parties may appear at the public hearing and be heard with re- spect to the proposed action.The complete case file,including a complete legal description by metes and bounds,may be inspected at the Ocoee Planning De- partment 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 places of any continuation of these or continued public hearings shall be announced during the hearing and no further notices regarding these mat- ters will be published.You are advised that any person who desires to appeal any decision made at the public hearings 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 need- ing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407)905-3105. July 26,2018 18-03679W I I — 'fl. -;,..._, if z x '_.. ■ t I>.� -.� „--tri �:7Il_. n. ,- t. I' ii1 Oil ,-, sm o „, — < r D , MI 1,,M111 Il C o � - C s� vir � t rn ir k.4 , tit i l I) V.' 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