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Home My WebLink AboutItem 09 Public Hearing for Comfort Inn/Mainstay Suites, 11409 West Colonial Drive - Preliminary/Final Site Plan ocoee Florida AGENDA ITEM COVER SHEET Meeting Date: August 18, 2020 Item #: OCA Reviewed By: Contact Name: Kiel Gajadhar, Zoning Manager Department Director: is a- r mer Contact Number: 407-554-7079 City Manager: ;".1F? Subject: Comfort Inn - Mainstay Suites Preliminary/Final Large-Scale Site Plan # LS-2020-007 11409 W. Colonial Drive Commission District#3 — Richard Firstner Background Summary: The subject property is located on the north side of West Colonial Dr. (SR 50), on the southeast side of Marshall Farms Rd. and is approximately 208 feet east from the intersection of both roads. The property is approximately 3.17 acres in size with an Ocoee Future Land Use designation of "Commercial". The requested "Commercial — Hotel" use is consistent with the Future Land Use element and zoning (C-2) district. The project is comprised of three parcels, two that were recently annexed and rezoned into the City of Ocoee, and then reconfigured to become the individual subject parcel now in discussion. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: Direction: Current Future Land Use Current Zoning North Orange County/Commercial Orange County/"A-1" East Orange County/Conservation-Floodplains/Commercial Orange County/"A-1" South Orange County/Commercial Orange County/"C-3" West City of Ocoee/Commercial City of Ocoee/"C-3" The Preliminary/Final Site Plan is a joint project consisting of a six-story, 75,000 square foot, 120-room Comfort Inn and Mainstay Suites hotel, and a one-story restaurant to be developed in phase two of the project at a future time. As shown on the Preliminary/Final Site Plan, the facility will have two access points, one on West Colonial Drive, and the other off Marshall Farms Rd. Consistent with City policy, the wetlands/flood zones and associated upland buffers will not be developed to the northeast and east of the property. Water, sanitary sewer, reclaimed water (when available), solid waste, and police & fire protection will all be provided by the City of Ocoee. Stormwater retention will be provided on-site and constructed by the applicant as part of the project. The Applicant has requested waivers from the Land Development Code for this project. The waiver requests are for the maximum building height, front building setback, minimum parking space requirement, maximum pond side slope, and drive aisle width. The waiver to the building height is to 1 allow a maximum of six stories at a height of 65 feet in lieu of the four-story, 45-foot maximum required ! by code for a Community Commercial (C-2) zoning district, which would also promote a more urbanized development. To further promote that urban feel, the applicant is proposing a 20-foot front building setback in lieu of the required 50-foot setback. This waiver request is intended for a one-story restaurant separate to the hotel building, which is to be developed at a future date. The hotel and restaurant will be of single ownership with joint use parking. Because there are varying peak parking demand times between a hotel and restaurant, the applicant is requesting the 137 required parking spaces be reduced to 133 to take into consideration this single ownership joint use ability. A waiver request to the pond side slope from a 5:1 to a 3:1 ratio is due to the location's detention area being designed with steeper side slopes to minimize impact to the adjacent wetland areas. Lastly due to the limited width of the parcel and ' the wetlands to the north, a reduced drive isle of 22 feet is requested on just one row of parking, versus the required 24 feet. Issue: Should the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan and requested waivers for Comfort Inn - Mainstay Suites? Development Review Committee Recommendation: On Thursday, May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Large-Scale Site Plan was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Large-Scale Site Plan, pending staff comments. Planning and Zoning Commission Recommendation: The Planning and Zoning Commission (P&Z) met on August 11, 2020, to review the proposed site plan. After a brief discussion, a motion was made to recommend approval of the Preliminary/Final Large- Scale Site Plan and the five (5) waiver requests. The motion passed unanimously. Staff Recommendations: Staff recommends that the Honorable Mayor and Commission approve the Preliminary/Final Site Plan for Comfort Inn — Mainstay Suites and the waivers requested. Attachments: Location Map; Aerial Map; Surrounding Future Land Use Map; Surrounding Zoning Map; Color Elevations; Preliminary/Final Site Plan; Financial Impact: None 2 Type of Item: (please mark with an `x') o Public Hearing For Clerk's Dept Use: ❑ Ordinance First Reading 0 Consent Agenda ❑ Ordinance Second Reading 0 Public Hearing O Resolution ❑ Regular Agenda _ ® Commission Approval O Discussion&Direction O Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by . 3 1 Comfort Inn - Mainstay Suites 11409 W. Colonial Dr. Location Map . , ._ W - .. . . =e� ....„4_ , ____, f Story Rudd — %.- iie A 0 .."'" Pip\ .."1" Aildill y sa,AMIII=MMIMEMIEW III `irA41.1.11111 ,. .... .,.p . \ W Colonial Drive .l J w T t, I to= e �� NI o ;f; 1 1 -----.-----__________ ti" [ :: .. _ 'i -Flor-idas-Tur_npike - --__- - _ i, it =11 , - I _ t, j III' trftr II / — �� :`�, - 1 111111 1111 '' ' _ -_ =ornyn-- - Comfort Inn - MainStay Suites 11409 W Colonial Dr. Aerial Map .. „ . NM FAN 1 r. r I,f. i y/' �.� �T�'. ... s till - • 4 e « * l t 1 L • N• • ' t ,•,+� yr, IliA war. J ITT _• .1:'fw IS vIt, f ... di *. , - 1 .... . if ,,a ; 0,1 _or 4. II v Comfort Inn - Mainstay Suites Surrounding Future Land Use Map 0 kaA„r,, J ocoeP ❑orlon Development Services Department / 0 120 240 480 -_ — z_ . ___ ms Feet %. I LI Created: June 2020 , • { ♦ • aSubject Property •, ` M— - - Future Land Use Classification: 7 Low Density Residential (LDR) -- _-_---__- 1 Medium Density Residential (MDR) COM i NM High Density Residential (HDR) / Professional Offices and Services (PS 11. Commercial (COMM) • . ___ Eamill'imilii Light Industrial (LI) Ilrir - * IIMI Heavy Industrial (HI) Conservation/Floodplains (CONS) W Colonial Drive Recreation and Open Space(REC) ..... MI Public Facilities/Institutional (INST) h I Y h - COMIII LDR Comfort Inn - Mainstay Suites Surrounding Zoning Map Ocoee flarlao Development Services Department 0 120 240 480 Feet ,, Created: June 2020 •, ... DSubject Property • Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single-Family Dwelling (R-1AAA) Single-Family Dwelling (R-1AA) 4110 Single-Family Dwelling (R-1A) Single-Family Dwelling (R-1) One- &Two-Family Dwelling (R-2) 11111 Multiple-Family Dwelling (R-3) W Colonia Drive Mobile Home Subdivision (RT-1) MI Professional Offices & Services (P-S) Neighborhood Shopping (C-1) MI Community Commercial (C-2) C-3 q 11111 =General Commercial (C-3) Restricted Manufacturing C-3 -&Warehousing (I-1) 1.1 General Industrial (1-2) NAt Commercial (PUD) ni Low Density (PUD) EN Medium Density (PUD) sto High Density (PUD) = Public Use (PUD) %/i Unclassified LOBBY 12' 0 Ulu 12 2 ill MANAGER 13 13 OFFICE EXPOBEDSTRUCf MECH GUEi,'RA�UN� j j CA "1 , 14 14 15 N SA CA CA AB P13X 15 A CD '18 S C 16 CD C ACT 0 CD fm 17 C BE BE BE C BE CD BE 18 VEST113ULE 22 A" A 23 R QI ;P1 N 1, 2 3 4 , 5 , 6 �� 7 6 9 , 16 W12 13,14:15k16,MIS,19, �22i23 A-1 rr Front Elevation (south) Sherwin Williams SW 7004 Snowbound 23; 22 1M IS 17 16l 15,, 14,13 1 12 � 111 10 g 'z 8 7 ', 6 ',5 1 4 , 3 - 2 , I 'KE7� i To A. 81 C E F G J , K L P'l N P S. 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H, AN DISTURBED M-SIT AREAS LFfr U.PAtro SNAIL M RESIDED w0 SCORED. All $CDDfS AREA ¢SAIL BE WD ERC✓T 2' FRIAR TO INSTALLATION. I2 T A 9MMOLE SHOULD FORM ON i SITE ALL A UCAELE AEPAA PROCEDURES SMU RE FOLOWED AS GUTUYED N NEtCAL SOLI( CMifNEY REPAIR DETAL 9 W HMEOI. ALSO, S.LR.WMM STALL BE HOMED IWEOAMLY. 11 DAYS ONANS ENGNEERM P.A. AND ITS MYOMES ARE NOT RE9'pl9HLE FOR ON-9M SAFETY DURNG pkf51R MME. EATEN M9 Cp RMES AT A MITOLS OF ME "RIM NO ME SOLE RESPM9BLLN DE ME CONTRACTOP IT LYE OEOIIBOKI SMALL C04RO.NAM WM ELECDYC SERYCE PROVAER wY MODV]CARO S TO EYE— , 01Y REEMVO REDUYIEYENM 9LALL BE COORONATD WM ME 9E COIMACTMR IS WETWNOS ON HMS ENE HERE DKWEAMO BY UBLERSAL Of04EERNG, AND AGENCY LEF— BY S1RW.M.D. &I AUWSr 19, 2019. IB AN AS -BUILT -- SNAL. BE PCRFDRUED BY A REGSI£Rro — A/RVETUP AND PROYBED TO ME PRO.ECT MaNEER FM ME USE IN ONTLFYRG TO ME CO✓KCIMN Of TIE MOECT PRXw TO 44 AS -BUST SUAFEY TO MEET THE REOU OANTS OF ON OE OCOEE 'EHGNE-ER,NC STANDARDS MANUAL.' NAND DMOPUONT CCBE' AND 'ON DENX5' AS AYKICABLF ME MOST SMMERr STANDARDS BET%EEN ME ON STANDARDS AND 1)E STANDARDS SET Em. w ME GENERAL NOTES (AS DETER U— BY TILE ENRNFER of RECORD Di TIE ON) 9ROIX0 BE fO omo. I]. SIT COIRIACTOP MUST OBTAw A PERbr MO.P TO COMMENCEMENT OF WDRX WMN ME CWNN RIGYT-Ci-WAY. IB IT 15 ME RE" 49NN ON RE AEftVANT AND CMMACTM TO SOECULE A PRE-COSIRUCBON MEEN/0 WM ON STAFF PR'M TO SrARTING MY 9E WORK 19. ANY AND ALL 9MAGE MAIL RE)URE ADOnpLAL PERMITING (BY OHERq ?0. ARY FIRE APPARATUS OUST COMPLY WM ME FLORIDA FIRE PROTECTION CODE. AND 91AUL BE FLOW ESED AND COLOR OWED AS REOULPEO. 21. CORTRACTR M COMpNAE LOCATION OF XNOX BOX(S) MM FIRE UAR9W. PRIOR TO C4 ??. ANY VEWAMRME ADMIRES RELAYED M CONSRWRM EHALL BE PERAATTEO SEPARATELY AS REOLFRED. AND BY OTHERS 24 MY 9O1AGC TO SE PERUETED BY OTHERS SIULL MEET THE REOMU THIS OF ME ON OfOCCEE' UK AND SHALL BE APPROVED BY SM PMOR M CONSIFUCOO. 21. ALL DEAOVEUFNIS TO W DEDICATED AlD/OP UAPITANED BY RE ON sImu BE BY UYT mmcr WM THE ON O' BCDEE ENGMEERNG STMOAROS M JUK AIRS BERMS FINK PLAN APPROVAL DOES NOT PRDM _DON TO IHESE REMMMENTS wY DE- DNE MUST BE APPROVED WI WBRM; PI80R r0 CWSIRUCBOL UTILITY CONTACT INFORMATION. NOT. CYwrACT PEORMARON WAS 091AAMY ERW WM1W.SWISH11E8II.COL Ir IS TTE CONTRACTORS RESPpiSYSITY To VERSY PROYIDO E PRIM TO —.UCBM GAS, LAKE APOPKA NATURAL GAS DISTRICT ANTONO ODEON (407) 656-2i31 WATER & CITY OF OCOEE UTILITIES DEPARTMENT SEWER: MEAN TOMLNSON (407) 554-T23B PHONE & CHARTER COMMUNICATIONS FIBER OPTIC: MARI"N USRY 4R (407) SM-BEW CENTURYUNK NETWORK REUMMs (fill) J66-RN4 PHONE: AT&T/ DISTRIBUTION 00D FpRF0 (E61) 99]-4-0240 ELECTRIC. DUKE ENERGY SMPNAME OLMO (407) 905-3376 PRELIMINARY/FINAL LARGE SCALE SITE PLAN FOR: COMFORT INNIMAINSTAY SUITES 48HOURSBUOREYOUDIG CALL SUNS/H_II NNBE 1 VR®® .7L 4 / ITS =LAWINFLORIDA CITY OF OCOEE, FLORIDA PERMITS REQUIRED: AGENCY PERMIT ISSUANCE DATE NO. 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PFDRED COPIES OE Ras DocIMENT A4 NOT C-N--O 4ON'EO AND SEALED AND OR SGNANRE ✓UST BE VER o W NTY ELECmotx LOWFS =-.- 2 OF IB PARKING CALCULATIONS: CONSTRUCTION NOTES:A We WINS ""E" BELOW ARE THE RES -GSNY OE THE ATE CONTRACTOR WNLESS STALED 0)HERMSE. PAR"MNG REO"o0 a. RVS —IN. OKSE fNOlES ME E4TEROEO t0 RIOCAIE THE GENERA SCOPE Of CONSTRUCTION. THE COl1F.4CTOR S RESPOYSOf I10 RAGES D 1 SPACEIVANA � ....... •.....•............ Ih1.0 SPACES TO FRo— ALL REWREp WPROKUFMS TO COVPiETE THE WO.WCT KNER OR NOT SFEOFIONLY MISD OR REWZEO HEREON. I MANAGER 0 1 SPACFNNIACER ............................m I.O SPACES SCALE: 1 "= 30' is Wao— O I SPACE/J EVPLOrrEs • • - e q0 SPACES C THE CO'(/R� " 6 RESPON.— 10 TM--IE THELSELVES M. EXSRNG SNE CONO WNS RO SEATS o I SPACE/6 SEATS (R£STAURANI) ....... ...•.. 10 $PACES 0' 30' 60' TOTAL IJ] SPACES O1 RNSIALL SILT FENCE AND OTHER EROSION CONROL AS SHORN ON Me S.W.P,PP. WN SHEEr C12. 15' PARNNC PRONDEG: O2 CoNSTRUCT DRXNACE DETEMto, AREA MIM SODoED SIDE SLOPES SEE TTPIVL SECRONS. PR(WOSED PARXWG SPACES - LSPACES O MrAtL STDRU SEWER SYSTEV, SEE UTILITY CONSTMXC WI£S AND STORW SEWER DATA OnVN ONCLUOED W THESE PWIS PROPOSED HANU'CAP SPACES. •- �................ 6 5 SPACES NNRE PAIooMO SPACES- -- 15 St'ACES ® MIN1 t4J0 LF of TYPE I- UflUERODIW SPACES NSYSTEM MM 6-RTUUED PEFOTED NPE PER FD.O.T. STMDMD PUNS INDEX /440-001. [OORWNTE NRE PARXM(G R.C. - ••• •• 1 SPACES COMECDOS TO STORM SEIi£R SYSTEM WI/H ENGWEER PRRCTION. #WAITER REQUESTED FOR SHARED USE ➢ARXND rOTA IM SPACES. ILO WSIXL RosetE R-AP ORCH LD6ND PER FO.O.I. StMoAR0 SPECRrU S FOR ROAD a dRvOr CONSIRVCRON SECTION 5J0. OS [D45ihDCi OMU. RUAWM1G WALL OR APPROVED ALTERAUF (STRL'CTURLL CESVI BY OTHERS) MIN 4'-MOH, DECORATW AUIL.WW TICKET FENCRNO. POADER CDAIEO BV{K, µD VEDoW w R£CUSEUEMS or THE RORL64 WRONNG COOS CO(IRACiOR TO V£RUY COOR/SME/TRN15N R£W+REI £TITS NHM YR.YR/MCHTECT PRM TO CONSTRUCMXL TOP OF WALL ELEVATIONS ARE SHOAN ON THESE PLWS © WSTAL PAVEOWN PFRMEADtE AMICU"AW Co,C BLOC" (P-ACB) SYSRM(S) MIH R-TWIT! UNO(ROROoND StORUWATER STOWOE UCGUtrS (PER VARMKACIURER5 REOUREMENL$ MD' RECODU[NAAIIOfS). SE DEf— W SHEET CI I FOR CWYSiRLKTIOr toto REVITIM CARE SHooto 6F TMEN To PRMECT THE PAVEQUAg4 5151EM FMG CONSTRVCTKYT oEaRM OWSiALL UNOERGRW)ND Doe"T" (FRIABLE. SAN1rw ELECTRIC, ETC). SEE oflUtTe PLAT NOTES. SPECBTCAINNNS ETC. NOT FULLY LABELED W Tres SHECI FOR CWDTY. OB CINIStW,RT it SEE no DUTANO (6 STORY, 120 Rooto, MITI DROP OFF GXIQUY. COORa ATE o0AN5PON LOCNvDS M W TO COSIRLICIIOI. GENERA NOTES ON SHEET Cl. (BY WdOWC CoMRAGIoR), O9 CONSTRUCT POOL 3 FRE PIT AREA SEE ARCHRECiVRA1 PANS FOR AL REWR.ED POOL DEC" DRMNCE, IENCNO, P`D—A AND OWR EOUPUENt REOUREL9EMS (or BU¢gNo COTTRACIOR), I\ 0 CONSTRUCT GENERATOR PAD (PER LUNWACNRER'S REDDREUUgS AND RELOM 6 ND TIONS). NPO9iAO! COORo3YME MILL _Doo' \ CO1-1. AND DIS SERIICE REWWEVENIS Mot OAM£R/DC,ELoPER PRO, TO COSTRLICOWL. I\ CONSTRUCT -TIOCN CONCRETE APRON EXTEN40N PER \ 6'RON, FO.D,r. STAVPUN,LR)NOVER/52112--DIIJOC. OSTUCTro4 5PASESTCo"C'EEHC.SPACES"6s6"o//10 If STA}ZD SVBGRAE (96X VAX DGIR,29D LBR). DENS ON SOU"6So-NG MAN. 17 9NSTAL Plat" PAYERS MM RDaON CURD WHERE SHAH (SEE .XYMM PWQ. SEE ARCM191ECiURAI PUNS FOR DErNS ANO REORREUEirti I(W BURDAG CONRACtoR). 14 CONSTRUCT COICR£TE OUVPSTER PAD WHERE SHOMI (SEE OETNL oN $Wu 0). i6 ISpa LED STEEL BO(tA40S Aoo DOoormo M%,,SAND ME APPLC,SIE RC. 9NS SEE DTNSAIM � ON StCN4GE • I6 CONSTRUCT 4'-r CONCRETE SUKWXIK (/10//10 WNL), NA ALL REOIFREO CURB WYPS N(0 or— WARRNG DUNS PER F,D.QL STAN6Wo PUNS NDEX /521-WI t 1512-002 (SEE COlCWETE SOrWA" orms). I6 50NSla_� T 115 LT. re 4'-TIGC" COAYNETE SREWAN MEN rIfItltf £D EGGS AND PEOESTRW/ RNR4G PER FD.O.T. S NatRO PUNS VIDEX • I I7 CONSTRUCT ASPfNtT P EUMT. SEE GENERA NOTES 8 4 9 ON SHEET CI ART) ASPAeT DEW ON SHEET C4. WPORVIRB PRIOR to INSTALLATION DF BASE, CORRACTOR TO CODROMNTE AL R£OURED 9EENNC REOUREMElRS o I® F I IB CONSTMNCf CODP{CTED tbCNEN,;cE ACCESS IPROPOSED RIPRAPCONSTRUCT o u� 19 CWKWEIE CUR NG - LPRAP O SEE JONtNG {TAN FOR LOGi1(X!S MD DETNS Of [aNCRETE CUFB REOURED. CONSTRUCT 1' CtfRH TRA1911O1! 6'-1V.GH TO MUSH AT ALL CURB EARS R15TALL A/C PADS AND, DECORATNE FENCkNG PER A Ct,,ECr R,, PWNS \II ( 21 WSIALL Ba(E RACK SEE NC OTECTvot. PWK fOR DUNS AND REotoRrALMS I "O I © AND ASGRADE S, I SOD OR UNOS(A E (AS APPLICABLE) ALL DSIURBED AREAS CW-SHE ANLI OT-SITE SEE WMSVPE FAH DY LCCHPR PJPE 16 PROPOS 6 / 1 OCOUppC `6 I DISTAL VEHCtE O toOo G STADONS (PER VAMFACTUREM; REOreREYEfliS AND REC000r IMMS), ON THREE —DONS. AM2 TANTt1 ACCESS _y C COORONATE FOWL LOCATION, CONDWT, AND — REOUMM1]r s WTTH owxit/mELoPER PRIIR To CONSTRUCTION. R1T PROPOSED /I' 4PSf tYGNMDMSC4£ SEPgE PERNT). SITEC00.5IX.'WIE IE CDNIFAClOR TO S£R1X1 YCECW9MMotW12BNC A1W SIGN CONTRACTOR � OMIW 70 L45TALUTION DF PALEMEM BASE. 'I SILT FENCE ©5 —ALL SPILT PAIL TeNe 1G MTIN ENNRD`(Nf1RN.L,�SENSlTI1'E AREA MS SEE WE1WN0 LWXGT PLAN ON 511£ET ClO I ROPOSED POSED''®OPTEAMING OSFD----__-_� , _ (TYPICAL) �--.-. �� __ �..—.. � AOf— RPfGAL t �•. YSiLM-() -- \ \ SA� �A 10' RI AR SEMI PRO POSED SILT(TYPICAL) \� vrixm PaE PFTOSED Z;k\Lffl STA DCW PR WOSE i \ \ PEDESTRIAN\ LINO \ 25 7 U PR OSEO UND POU UTIL/BE TYPJ Y' SITE DATA: PAR— IO/:................ .... •. ...... 19-22-28-0000-W-007 19-11-2o-0000-00-008 ZQ`kNG................ .......... .........C-1. C-1. C-2 LMD U2......... -- .... - ............. C—Ool BMIUNWSIAY HOTEL A➢RLCANt:...... •.......................886 AVEMCAN WAY, LLC UR YU CNHTUM. UANAOER 1514 LANE WHITNEY OMK MINDEFWERE, R M766 (616) 2JJ-T961 J(X RLCOMfOR TSAR TES W O NAIL. CON 9M LOCAtM' •' . •.. •. • • • • • • •. •..........I14Lt5 W COWtlAL DR, OCOE£, FL J4 J61 9TE AREA- ....... ....•....... ....... — —41,128 SF, (-24 ACRES) EXSTWG IUPER1f01L5 AREA,- ..........� 33I,737SF. PROPOSED WRONG AREA... • • • • •......... •f J4.65F SF. WILL c #4 S 7419] SF. (54.8X) NNRE BURG AREA•" ............ --Z640SF.(1.9X) PROPOSEDWPERNWSAREA-"• - "—'-7AlI2SF(521X) TURYNE WPERNWS AREA:...... •. •. • ......-'— SF. (66X) PROPOSED WW AREA ..................... 147,2M SF (J35X) (DOES NOT -CUOE D.D.A) SETRAO(5.......•.•...... ........... HEP�LREQ .... .FRM (So W . S0' SOE WMSHAII FAROS ROAD) - So' SIM. to, REAR. 2ll' PROND£D TWAtERS RELjK FI O) FRONT (SR SO) - 20' SDE (MARSHXL FAROS ROAD) - So. =10' REAR= 10' W gOFFpNs.............. ............... ...gLGnRED TRW SOE- to, REAR= 10' PBOBTD /wArtERS REO�£s1Fn1 FRONT (SR W) -VARIES 10--15' (TO DE CONSRUCRT! Mot NNRE or—O°UEM) SDE= 65' (SEE eNALZAPE PLAN) REAR- 10'+ (SEE LANDSCAPE RAN) bzTe�as� I � -_ _ _ PC70POSED .,: _, i3 YFtW(Jitu ZURD CTYP) e� ,".: -. �IX S LJ PROPOSED QRjB RMAPS 17 PRCMOSED Ism�0 L ' �. 1 PROPOSED DRAINAGE PRpPO� AS['NAL7 - - _ - _ g' ' u (TYPLCA{) - AY'NALT 7 !�q'% / 2 I DETENTION I '::.' ... '`` 12 Sc0 ITP. 3R TyP '"a P J �' < I6 IS' St. R PyRM / AREA '�'i E1E "aITC Ae aAsvtrccT . b LS A ES _ i IS RECORATIYE .: "'.-w 1 5R ® W Cj)-. I �FUNRE I I CI HETMNING�1LL R BGLLAROS {TiPiCAG) ' �' AJiT,i=OSEP S'ENLEf� ? 'z�TrtRSaNG �^-<" ,G•- �' >. ') '=- ✓ p F ASPNALT� I j oI IIII 24' Ia' 6' f EleLil�iN, 12' u" CAL F Pr t �. T)=-RA.GS� 'M 18 ''14- i 24' 2 Y Or, Cg06590.'lBY W& 1y. G / POD! $ FLRE C NFU i'RE PROSED 16 PPG F4)=JREA PRl�PD3`EPR yNOTE4. 2 l{ SPACES ( . "�WALX 2 © , PROPOSED fdOL EOUD'+LIENI ;. 3 7ACON (�PREndD �AREAEbR ` (' — \1� F.RAOE� t ' Pfi SED; Q DNbE CYiWND Lb PED - A/C tJD 7F, _ \ SW i)P.) PHASE 1 SHOWt7 - ROPOSEO)AS PHASE ESNDWNiASI NNRE) I2 1 FUTURE I CONCRETE I I� I ', M SOD ` _ — _ ❑mIR1s SRtE p(G3 -'nsc mil`— R STAURNIT I I n (TYP.) UGENERATOt,�?==. — \ \ \ - ... / ,.A•� CURB Vz4Hq£ 1-01 \ /\ Syr, \ w� Lk� 2 q FIENRW Epp\ PROPOSED PROPO' PAWDRAW O° UNOERO SYSTEM (TYPICAL) IMPORTANT11 PRIOR TO CONSTRI/CRON, CONTRACTOR IS TO LOCATE ALL UDLITTES INCLUDING SOFT-DNOS TO VERITY LOCATION AND INVERTS MID CONTACT PROXCT ENGINEER Wi el LOCATION INFOWATIONII 22 ICI — a n 15 O PROPOSED DUMPSlER �—i SILT FENCE PAD LI " (TYPICAL) AI FpSi. 6II>Yu RAA,G� uTa e.E:m I I y �$I I FA6TIN 90BOMBEi0REYOUBIG I i � WGY CALL SUNSHINE 1-800-43 - 770 ITS TKELASVINFLORMA I c"sa 1L vRc-/ I T L saI I [id0 E :� Z o 3 3 k to VI VI R � goo U W W a ROT VAUD UNLESS EITHER D—ALLY SCNED AND SEXED. OR OR ReLLY SEWED, Nat, MD SLED WIN PRORSSSVb}}jL,, It/O,ECR5 11$ Ld aDw 'r.c.t•, h0. 60050 { R L,CENSf hROQSrl 1 * '.. A I K IYII )S( ja iU)p BTATE 6 OGIINIY SEh£o AND/t€41Cp� �R\ D4�F5 «w "Wnvirrua XX�'EELLD PANTED COPES OF TIUS DOCDAIENT ARE RO! CONSOERED SOAED AND SMED AND THE WGWNRE .WSr BE WRUiO ON No ErECrRW6G COPES SHEET C3 OF 18 N SCALE: 1'= 30' 0' 15' 30' 60' CURBING DETAIL & LEGEND SEE CVRD DETAILS ON THIS SHEET LECENDr m m ® m PROPOSED BAFRICR NRB • .. • .... • ... PROPOSED TRENCH LTIRB PROPOSED CURB & CUi1ER PROPOSED R—C, W. SMOORI i00.E0 AAOVNO 1/2' EAPAV4CR! .k3Ni 1/2 ALL EDGES (TYP) (100' MAN, SPAGNG) 1il IIIIIII IIII I� COYTRLY. JPNi BR00.M iiMSN CIXlCRElE-� SURFACE AREA J000 PST CCMPFE594E SIRGIGIH CONGRfTE 1/2' BrnlwLous coA1ED 1/z �' '� E ANSCW .NYNr AND J Nr SEALARr (—.) 9DEWALK MISH & .0URJG I/2. BLNMNOS COATED El my ATIIT AND JONr SEALANT (m) 4' M 6' 1NIX CONMETE 40ErAlX M CONCRETE y�� fi �Yt�VIIOr/10 W.iCM. w MiN. 4.0°E IR MAx. SOPf 1x ASMALr COATED E7PANS0V /\/•` /` r SIWT i /. ExPAN4CVl JO't+T AND AH I SEALANT REOIFTLED n ADJACENT TO CONCRETE P_IENT (AS APRICPA£) CONCRETE SOEWALK OR CONCRETE PA6 ENT 15 FLUSH SIDEWALK & PAVEMENT DETAILS norm SCALE TOP M SLAB "A "'m (") 1—RACE.N W"" DOWEL BY 21LONG AT 2/' O/C srt elo/no nrae 6' CONCRETE PAI-Ml 01, PS) 12' S"ll } _ SUSMAOE OX YAK OET14tY tRR - AO CONSTRUCTION JOINT ' (NOT REom. f omsmCnoN PROPOSED COMPACTED PROPOSED MONUMENT 9GN ..,., , � �®�� ..,.. > Aar® ::r:_•s� ' Ir :?j..s••x.:r....� s:r.�s�:::::aa::S`s•:::a:•r::::: .::LL�,:�.'is:•'si:::.....�... sis'ri'ri'rr':i."i:r..;Tie .. I ....... I � � d 1-i/A' SURFACE L (N1+H TAIX OR A COAT) IXH A +• CIXlON lffr (BOTH i,rs LPTs T0 BE FDOr � 9.5) TOOT APPRb4 CRI/SHwM'O'Ct$.'(LR$100'B vCgMPACTIM Q[AN 51RUC1URAL F¢L � TYPICAL PAVEMENT SECTION NOT TO SCALE 4:E GENERAL NOTES FOR SPECBICA DONS J" R � (-PROP PAYT, LUTNL, 2 R 9 J/� R 1\v 2._0. TYPE "F" CURB & CUTTER DETAIL F,0.0,T. —M STANOAR05 (CURRENT -R-) e520-001 NOTE: ) ( USED an Mw sor DF ROADWAYS, THE CROss SLPE or MF GATHER SMALL MATCH THE CRO55 SME OF THE AD.VM111 P YOS NL WM'Caff55 M THE LP SHALL BE 6, LVRESS OM0?WSE SHO'AN ON PLANS SKLOUT AREAS NOT S+ECn l 4VOR, ON PLAN CONTACT PROAci ENONEER .. CO£ —. RAM TO — CCNSIRUCDIXL iRB1 GRADE TO I I Barx or artm BASE TRENCH CURB DETAIL pat TO scALE) TYPE IF, CURR & GUPER W S 3 W w s K W � LY LO 2 20 O W � � I`rN� zC, z a � � a O W � Q I o o h W F V 0 r® v NOT YALd1 UNLESS EBHER DaRALLY SKNED MO SFALL01 OR OMNALLY SLG.ED. M— AND SEALED MM PROFESSq'VNL ENf1tiECRS s mM. Krvr L. DMIMAZJC�. No. 60060 Ft -aE E W. R 1 D"I I)sl •(a �'., STATE 0,' '' OITE ,n FLGn'.'f3: PR+MEO COPES OF TNO DOCUMEA APE NOr C R,R: SGNED N10 SEALED AND 111E nEcINRE WST BE VERd1f0 CW ANY FCFCItYA'HC LOPES SHEET. C4 OF 16 CAST Nwil'UM BWE TIP 1 n 0 N i ;CN6TS I =o� 9NOE FACED NMiX— 1 J` PAW4HiG 909 w mau-BarLD To r aA 2• At... POSE SCALE: 1"= 30' 1 KmW a �T uuMnvu 9U4 Posr m-ao-a I I 31 w o AS FEW. PoNTJER COA7E0 BLACK 2' RAp9 3/8' BORDER 7. Lava[rC Vi 1' SFMES, C tECENO NSTALL 6' WVEIER 7JETRD' w �_ a• 6b Z BACK GNAW&COL64 )'-LINO, 6' VA. SM.. MISSOTW BatMO SLEEVE I N O LYSrkt 6' aAME- VEIRO• W BOLLARD NNERE —CAMD N BOliW - NMIE S4EE1. P.K FILlEo W/ 0. DECETARLi BCLLARD SEEK lE(iND AND Ba.DER Caai COka4ETE k PANTED a! PLANS (J(KAL 516EL0' IXI BOLLARD ('!DEAL SEEED' TOP - NMIE (CONCRETE t0 HALE Ally//Fw.IdeddJddcan AIIP://«rnmedeAJddcan BorrW - &DE PARKING BY ROONOED TOP AS Q4 APPRDWO AIMMIATE) oR APPROLEO ALTERYAM) DISABLED SHOND ( I I C o FN-22-OB PERMIT 1` Z 1 N6 ONLY PMli BaLAro I Z 'n I' RAW 3/B" BDRBER SAFETY K110Y( t ( a0 1' SERA'$ C LEGEND N J'-LalO, 6' GA, STD. STEEL NM7E BACK-10 yk Pw£ F6LED W/ CaJCRE)E BLACK LEGEND Mo BINDER F,S 310.18 I I I D M fifipSN o"N', I 0 W O_ PA4EMFNi CaIOlEW OR PA1£MENi 6 R I N Z ~ flE1TxFxCF Fn 7 ,. , D• r J'-B' \ 12 as FWWY?VL 5, I H I W Cale FW W10 R - CONOM £ G nN. 1 I \\ - � e' L4YBMw coKR .bass• n AROUND BOLLARD I ( I w 0 D B I I w � n I I Lai �---�� 2' ..22. •�� ® I I R 1 w O I I W HANDICAP SIGN & POST SUPPORT BOLLARD DETAIL Nor TO SCALE NOT To SCALE '�)JII V PaIYT 6•-HIDE LLOW, N Asre s N IN INPROPOSED I Dpppppp//////BBBBBBLE YELLO STRWIN NIN TB'-C nxs ' xOlOmlrs 1 1 I i L] \ COMPACTED HIDE, LOW p a b N MA➢HENANCE OJAGQHAL SNf G to' OO ( " 0 .SAL ACCESS (rNrcu) D I o 0 0 PROPOSED 3YSTf� '— _ice-1__. / J•-' INSTALL 36" 111 SMP 9 R I s S S PAINT--IVH}7E-PARKING /�� / I u I W W W ( -- - ---; J — �' W 24'X30 55 IC.N n K UI 'A1GNT IXILY ER 5'GN ( 5 I TO BEOfAMONE 3RADE 94E G) I B I o 2 2 -i NNITE n+r�Ju snc sr AA I 3 3 k 5 / l— --- mDP.45Ea- EMPNA5J5'-CAa55-WAtk`P�R-'"_ Re RAMP I o 1 0 0 PROPOSED ./� j- ---�-•- r»-cDRnnt— FRosT.wDArJv-Pw+s---,--xLr=trE iA. - W k DRAINAGE j71 t=Ob}-('71fiCA[j - ARNRiCA�{ZYP / PAOPOSEO� W W DEAEJ4n041 / / - 9 12' 6' !2' l7TPICAt) .12 5 5' M04JDM£NT PAINT NMGGTE ' A 51RlPJ AREA % '/ TTP TLP 9fJJ F.E.G. Tp J �5 i 11 I: , WO 7 � I 2'-{HOE Lir I n I 1� BAR q P, PHASE 1 PHASE 1 0,l` �''' l8' - SHORN AS SHOW as �T \PROPOSED I �" O LIFT sranaJ r ❑ �`,, ) I '� 1! [ �+ / mWRE PAIDfN$IALL-30 R/-1 570{T: - BUILDING 'Z i / AND PAINT 12�LONG ❑ I EMPHASIS' FR055'WALK PER- _ (-3�---' IN" IfHI7E-PARKIIJC / '-MOE KNIM STOP BAR INSTALL 36' RI -I S"f F.D.0.7. 57ANDARD PLANS ��,�:.. _ (DIAMOND GRADE>J ' RJDEX j711 -D01 (1YPICA-SPAC€-$TAiBES'(� iYPF (YYMCALJ HEE I V-L AND SNIPE /B/ I 0 11'-LWlG -HIDE NH/rE /3' f w THERMO°LAS 57CY+ BAR L PAINT 6 -NtOE PAO°OSED Fei \ DANDLE YELLOW DUMPSTEA I y I 11 I I LANE STRIPING PAD \ PAOPOSEO DETECTABLE WARNING PROPOSED B I \ \ \ INDEX PE1 R7Ii1-001. (TYPICAL) D PLANS SYSTEM MAIN (TYPICAL) H 1 PAINT NHJTE 'SPECIAL EMPHASIS' CROSS WALK ` Sr�L C I n 1 \ PER FD.O.T. STANDARD PLW5 \ INDEX 1711-DOT (TYPICAL) I 11 1 tw- o OECORADK HG SON W. PROPOSED AREA AESERWo BOLLARD (WHERE 'e BBO,�17 /PRd+05f0� CUABAO FOR 1' KH'IXE I! L aoYA+ a4 PLAN) REAL)��aJrxEIE . _ (iFtO4) DWRxurc _ _ SIGNACE & STRIPING NOTES: en I D I HOT YPLLD MESS ETIJIER MJINLY 9cN'Eo 'J- A) ALt PA46WJD STALLS SHALL BE STRIPED WIN 6- NMM LINES HANDICAP SPACE(5) PAD SEALED, oR ORX SSI $G)2T1. BATED SHALL BE WENDT NO SNALL HAVE 6' BWE LOES ADDED W9DE EAEH SPACE I NO SEALED NTN PROFES51Q1W. ENGINEER'S E WI1E: 6 -1NOE SEE DETAIL. 4300 B) ALL STR NO {N PEN IHE 01 aJ CEXNl MINT OF MY SNWL BE MERUCA.ASnc D 6�WD 6 E. , ALL N 1'd( IS To B£ M ACCDRDAACE WM F.aar STPADAADS C) ALL PROPOSED STOP, STREET, AONSORY, AND O) 9alAGE 10 BE NEW WJLESS LIE R , SIRPfS 6aySATJJAW I NS L. aJMVt$,�.E. Pio. 60458 VfaCA1E0 ONFRN]SE 064 THESE PLANS STASES F60.T. SG'! II ft LKCNSL N0. �098j A . . O) ALL al-91E 9a15 TO BE WSTAILED ONI4'-lWG 2 1/2' X 1/8- RWAO NLOt LN I tl II 1 N 1 9GY POST, PONDER COATED BtACX INN WE OTOP. SEE HANaCAP 9a4 NO POST I IT I d-)'( / q ee STATE OP SISPO.RT DETA. FOR HMWCA( 9(lAGE REODREMENT. OEF-9TE 9WS To BE I II ) % NMR W 5 " Y', IXI SENARE POSTS 14 FEET La,O 14 oMa.. 4 La$/TT), VATE lO'�,;5 F(Oq:O�%•�G\\� zoo 2200 E) ALL SOWS SHALL HAW 7' of OEPR.WCE FAIN 60TTW of 9a4 To FIM91 OTUM. I IL I I IF apiAlLY S'GMTI AV(J7 Sr JAB L\\`�\ t F) STOP 9OJS AT MVEMYS EMWJG SM NO ANY 9OIS @!STALLED M OTY MOLT CY I ! ' ' OALTS L. a4AV45. STATE A�pt1I\\ 9_'_ - - WAY SHALL BE FARWCAMV USOO M DJAIWIM CRAOE W ROU "W SHEEWJC, I O K P'MfE55taW' ENaNEER' IN�£ hV' 60058' AERIAL nRE TRUCK ate) f J (rYr.) !t' nP•)� _ OP+ER SOWS W MVA7r PROPERTY ME To BE Mm Mal wl9n cwnE u I 1 �E sres GEM ILLS am aacw.r srvrfD AIL .v _ I II 1 I SFMED BY DAVISL OMM WHE TONE FEET TIC PAF x - I WEIEVEO NEAE. SPACE M."V PAoi osq, C) PAINT ALL AREAS OF CURB mv,,v? S!DEAALK x4AN9DO45 FFOL1 RUSH TO ti -- WON 8.50 (SEE 1 1 BE—) ASPHALT NIM 'SA7£tt YELLOW' ALENG TRMaRON. '` I 1 I PAVHEO co— of IHS ooct Ii Hr PRE M7r HACK : 6.50 k'a"" .-.. coI Svu E0 9GN£o NO SE4f0 AND NE LOCK TO LOCK WINE : 6.0 " HANDICAP SPACES STANDARD PARKING SPACES I t I I %wns4E MUST BE WR6)L'D ON A•IY STEERING ANGLE : 313 \'"" '`;76!': ;%•"' ADDITIONAL FDOT NOTE: D 1 ELEcrRaJrC ta+Es PRO,ECT/APPLLCANT/CWNACTOR MAY 8E WWO R!O BY MOT FIELD WS EMR 10 DESIGN VEHICLE H.C. SPACE MARKING PARKING SPACE DETAILS tLMAIE/MO/REUR OW 9CNAGE Mffll PAKMENT MARXPICS DUWO COMMUC oJL (NOT To SCALE) # SNOM WDN TO BE 6 V(CJ25 (!JOT TO SCALE) H SHEET C5 OF ]6 N SCALE: 1•= 30' 0' 15, 30, 60' FIRE FLOW DETERMINATION. MAINSTAY SUITES/COMFORT INN (t54 000 S,Fj L) BU+tpUNC CLASSMGTIOp. FBC IOPA rM a (222) 4) HEEDED fLRE FLOW (NFF) PER TABLE 184.821 (NFPA 2015k 2,500 LTU, 1 HR UUG110N .. IL) PER rABLE .-4.3 (NfPA TOTS}, 1 HMAN. P.POLou, 4 250 FT, TROD SULDING 1500 MU 12 - MOD LTU ME FLOW A 1 ONXCAIES BSORVADON PRONOED BY TN*,ECT NEE ECE, 2. A MINES FLOW !ESE REWWED TO IEFUY MN➢WUM FLOW µCO PRESSURE (20 PSI) IS PROVIDED BY HYDRANTS 3 mOu, UrHFR Nor SE MET, AOOTIMAL HDMNITS µ!DIN IDOD FF, OF THE BUSDdlC UAY BE . EVALUATED ANO/M AN ADDITIONAL MDRANT WAY BE NCX M). \I\ \I\ �% • Op", S HOSE B. PROPOS X, UFt ST, y vOtER va[ °i0 \ Pf Y. \\\ \ CN VALV \ y. \ DETENTION AREA 0,, RX �-PROPOSFD, ASPHALT 2 PROPOSED TRANSFORMER AND TAP BOX PROPOSED\ �P© SED ® OR! IXREENONAL FORCE UAW ^ CONNECT TO \ \\ \ EXISTWG FORCE MAIN KITH 6'X4' ' TAPPING SLEEVE CONNECT & VALVE EXTSRNG WATER \ \ cy MAW µfm 12'XIO• \ TAPPING SLEEVE & VALVE \ P \ XQc \ C® CT TO EXISNNC WATER MAIN WITH I2•X4' \ TAPPING SLEEVE & VALVE \ \ \\ \ UTILITY CONSTRUCTION NOTES: A ALL NOSES USED BELOW ARE THE RESTDNS@LRY M THE WE CONRAGTM 0,9.E55 SUED DMERATSE. B. WE PLAN A4U THESE NOTS ARE CRE4DED TO MvIE ME GENERAL SCOPE of CO6IAIICMkt ME CONTRSCJOR IS RESPO4s'BN.F t0 PRONOE ALL REQUIRED NPRUvEME M r0 COWPLEW NE PI CT WEINER M NOr vecoWLtY D m ON RE Wro HERCON C. ME CONTRACTOR 6 RESPONSeLE TO FALLIANNE TNEMSEtwS Wim Ea5TAD S12 cawoNS. O WSTAU. SEND NAEE AND SEAU PUNNG SEE STMIA DATA CHART FOR SUES Nm IMRT RE 10. �WSIN/. 3430 O '(TILE I' UNOEAOR.UN SYSIEU µTM 6' POUMTEO PIPE PER FU Y.. STAIVEARD PAYS INDEX 1440-001. CDONDN4M COµTN EfRt1NEEF ON TO COSETOCER. GlFCIpN$ TO0 SEND SEWER SYSTEM �L"'N' PAVEDRNN CBSOV4TO! WELLS AT 4 LOCATIONS (PER MANUFACTURE" R£GOREMEMS NID AFroMU£NWDO.45). �WSTALL W-TYPE M,?CFETE ENOA'NL WTH CONCRETE SPLASHPAD W4M 6'-WDE 112•-OVP COIC TCE AMM KNIVFTER, SEE MAN. WS"L HEAVY PIC TI AT I-OX SLOPE ®EE GRNPND PLAN FOR LSRES WVER£ISRh CR.ITEREVATK46 No SEE OETM)ON ENEET C9)- VERYY No COONaME OON16P0t1i COIMCIION LSOGDOIS WTM ARE MTECnRN, PLANS MD CANCPy PLAINS PRNA 10 CONsiRK110N. 0lSTALL B' (,]DAL-SDR26, GREEN) "'A" SEWER MAR 01M W!WO.ES WENT, SHORN. SEE wo— SEVER DATA CHART aN P EEr CT µCI PLAN PROME M SRFET CQ E6• PV.G (ORZ6, GREET I) (SEEE SAIRARY SaER BERl9CEs AT 1,05% vlotOD SLOPE AIR,AIR,M' (MN) DEPm µTM CtEARDITS µHERE SINOM! (SCETMS) AhD SEE SEE INVERTS No MOmIo OETM sHTAN ON SHEET C2, ALL cLFNTOUIS W PAVEVEw DR m CN,IE TD NAVE ERAS, CAPS. �WSINL OUP"SUBUER50LE GNADER PUMP GUT -STATION (SEE DETMS} NPORTµCORRECTION CRECTWN PRESSVFES TO BE YENNED PRO, ro ZRM wups 000RECt TO EX6NK 6- FORCE UNIT WTH 61X4- TAPPSO SLEEVE & YNW, 4X1' REDUCER 0 UJTECTIOHAL BORE 3' HONE (0-9) 6WEFN FORCE W0 AT J6' (LAN,) DEPDL P `Al CHECK VALVE IN LD!,HDLE µO INSTAL 3• ROPE (ORI!) cvHwcDNO TO PROPOSED IAFI STATION. WSMLL TEUPORAAY JUMPER MNECDON PER CRY a- OGEE S,,M,,O ➢UAL. Q DRECWLN DOPE 10' & 4• MLP EE (C906, OFS, M-9, PE 3408) WATER ,W ®1 CORRECT TO —FM 12' WATER WAN WITH, WPM SLEEVES µD VALVES. ®i -TALI 4' & a- P.V.C. (C900, SORB. BLUE) INTER UAW µRN VALVES & T!!MDS sIowi AT 36- (UW) DEPm SEE SHEET CB FM CLEAW,IE NEDURWEIRS (ED INSTALL 4- P.V.G WATER SEWYICE t0 HOTEL µTM VALVES µD FRNICS SHOWN AT J6• (YW.) DEPm SEE SHEET CB FOR CLEAAKC REOUSWEiIETRS ®1 INSTALL 2' P.V.C. PATEN SEANCE TO FUTURE RESTAI➢LWT (CAPPED AT BOTH ENDS). le WSTNL 3' WATER L EON IN WFIEN BOX AND 3' REDUCED PRESSURE BACXFLOW pREVEMER (fEBCO M ALES) (BY roNTRACTM) AT 12' M9PANM ADP/E MOUND WTM tlUPOWOEO EXPOSED PINES BUKfLOW PREVFN1ETt5 i0 BE ..D BY A CERTUHO TESTER µTM PASSA'C IC ) SENT TO VN WATER DEPA4TU£NT. 4IPoRTANM R 6 DIE CONRUCIORS NESPONSNeLM 1O — AEOURED METER SIZE µTH Mr.. PLANS PRIM TO CONSTRUCTION Nro roNTAtT PROECT EI.DWEFR µDR AD, OSCREPµp£S ®1 INSTALL 1' P.V.0 WATER LINE TO DUWP,,, PAD ENCLOSURE No WSTALL LWK+BLE ROSE TA. ®I WStNL i' P.VG WATER LINE TO LIFT STATION µ0 OISTALL LDCW HOSE B9, WMpTAM!! WATER LINE TO BE EWTPPfO o, AFFRDWO NZ WCKTLOW PRE lumN, MIALL B" ABOVE OROMD DOUBLE DETECIM CHECK A55EW9LY PER CRY STAHOARO OEIAL, BOX. TO BE CNAMED AND LOCKED TWIN TAPPER SWTCRES WORTORED BY FINE NARW SYSIELA WSIALL A I' P.Y.C. CoNOUR FROU B,T_ i0 DD.C. FM NARW WwFS NPMTAM1t COCRDHME FV(N VD,, NRL ME LINE SZE(S) WTM FINE F'ROTECTWN'Al, PRXRR TO'CONSMLCipN. @GRIND 6• & B• P.V.G (C900, SM14, BLUE) ME LAVE AT 36' (WL) DEPm µD @ISMJ.L 6LOAOFF A55£UBLY WHERE SHOWN PER pM OF OCOEE Slm_ IION. DN. UAPDMµT. c(TOACTM TD COOROIW CCNSTRUCM TDM O.QG AND FIRE TALE SIZE NTTH TIRE FROTELMNN PLAN (BY GONERS) PfAOR TO "STALL ME DEPARNOR COL ECDON. CIFAROKEs SHALL BE �- ITARILD OF 7.5' W FRONT OF AND TO ME SOES, OF ME ARE OEPNNtI[pR CORRECTIONS A SoN READWD.Y.O PARKM, FIRE DEPARTI[ENr CONNECTION' UEENK N.T,PA ANO FIRE MAR_ APPRWAL SNAIL BE M4rN O. NPMrµD CONTRACTOR t0 COORCOATE F➢N. UD.G AND ONE VNE 9ZE WTM FINE PROTECTION PAN (BY OMENS) PROS TO cPmSRDc_, PROPOSED MANCATIOH SLEEVWG (TIP.) Imo- NON METER T�_17 — — — — — 3' WAVER \-Wsmx`uAT-E J• en£r gt _ Om ✓/ 4.,sT. a'mlm-AN Pam, S TORN SYSTEM PROP, TM DEPART,, CONNECD \_ _G _ Fx9. IN, KVE `PPH SEO PROPOSED PROPOSED ® SED Y PV,C. S UNDERORAW B• P.V.C, WATER SERVICE FIRE LINE 48HOURSUMBEYOUNG CALL SUNSHINE 180®-2-77 ITIS THE LAIVIlVFLORIDA IdMPORTANT11 EAISNNO UTILITY LOCATIONS ARE 910YAN AS f APPROAYUA IT, ANO ARE BASED W MMS PROV'AED \\C Is Oi LOCA PIBM TO vso MUUONW gkITRACrON S TO LOCATE ALL PAID @KLIXPND CONTACT IO IERa"Y LOCATION AID ON DON µDC 15111 �\= PRO.ECi FNCI.EEF WM.LOCATION URORUATIOCI NNSTALL ME HNRAHT & VALVE ASSEMBLY. DNSTE ME MORNR, 10 BE FACTORY PAINED PER CITY Of DCOEE REOf1R[WEN1S ALL FUE MDRNNIS SHALL OPEN COUNTER CLOCRWTS£, LARGEST ROSE OURET TO BE NOT LEES THAN IN' ABOVE FOP. G.RME A40 TALihD RNDA,,, RMSE Eosr,G MOMTORWC HELL TO FIISH GRADE. @SLW. MRIG4DON 5[EEWNG PER PVNS BY WKJSIEL pNY' & ASSq^,WTES, PA (W, S1lOM! TOR oARRY). N DIWIUW CONTRACT, TO VFIBFY SUES No LOGRON' µRR U O`EN PLAN NM COORDINATE .SL£EVIC REDIN EMFIITS FRIOR i0 AKTALLNIO N OF PAVEMENT RISE. �CONSMUCr CONCRETE TRAl1S£ORMER PAD AHD TAP BOX pm (8, -aw'M) NNO WSINt ELEGIAC EW.PMENT (BY FILL_ LwPAM). NFDRTANW CORTMCTM TO COORD LATE FINAL LON,Om AND REOU HEMS WTM ELECTRIC COMPAM' "w" 10 LONStRI/CD2H, �➢ISIALL TWO 4' SCHEAULE 40 P,V,C. ELECTRIC CMOAS TOR PRNANY ELEGIRD SEFMCE FROM POWER POE 10 RLPEFICRM. SEE L IODIAL RDIE 114. CLECM.TTO *S NESP$ TO BE ,EPARATEO IBC (PIN) HODZONINLY AND 12' (LAIN.) YUIRN LY FROM 11 ODER, UINIY CONDIT, WPORTAHB R S INS COIIRLCIMS R£SPOSffiLM TO C004M E FULL ROVING No LENNY CONDIT RCOWITUORS WRH FLECMC CDWPANY PRIOR TO CONS1RUCii0.4. ➢!STALL M0 4' SCREOIAE 40 P.V.C, ELECTRIC COLOURS FOR SECOXOUTY UNENONDU D SERYCE FROU rRANSTURV. TO TM BOX AND FROM LAP BOX TO BUYOWC. SEE cFAEA.4 NOTE /14, ELECIREAI. CONDUITS TO BE SEPARATED 18' (MWJ HONIZO'RNLY No 12• (MAD) YERTKNLY TROT ANY Oi1ffR UMJIY CONDUR NaDRTIMI RI 6 THE CO RACTMS R£SPONSoUO, TO COOFOVNTE FNIA, ROURM /NCI VERlY CONDUi REO REMETITS w. FIX— COMPANY PRIOR TO CONSNNCTKNC IRSYLL 2• P.V.O (SCHEDULE ,0) rofrowr TROT But02M. to LIT SIADON TOR ELECRUL SEANCE. H(PORT•WTl CORRACrDR TO CODRpHAtE WON GERERN NNTRACTOR. U.E.P. PUVIS, µD nECIRICWI FOR FWAI, NOILN.D AMR TO WSTNLADOI. INSTALL UNDTAORDUM 2• PY..G (SCHEDAAE 40) CONDUF FROU EINDR, 10 LRRTNE, WELL FM ELECRN, SERVE, W NTNR! IT E THE CIN RICTO.R'S REEF RSELITY TD CEONT NA1E F RI, FORM No Mi" CONDUIT REOVutNENIS PITON TO CONSTRUCRON. W AE U,OFRONOAD 2- P.VG (SCHEDULE 40) MOOT TROT BU➢.ONG TO TO IpSTR TM FOR WNONION nECTRk sERVICE. � NISINL UNERGNWNO 2- P.V.G (SCREOULE 40) DIWODIr FRDU BP,DA'o TO UOfWUENT SION FOR aECIRK SFRV,CE ®J INSTALL rdv (2). UNOERGROLVO 4' PVC. (SCHEDULE 40) CONOODS FROG UEC OCAt AOOU TO GENERATOR LOCATION (MY ONE SHDMN FOR CLtRiiY). 'NPAWWTN T S THE CWl/FACTOR'S RCSPOHSIDiRY TO CONONATE WRH Ot_HERAL COHWC,,,. DER PWts• µD RrCRNCPW PRIOR TO WSTALLADON OF PAVELf" 845E INSTALL OMENAEN (BY OM£RS). PAD AEOUAEUEMS PRONOEO BY STRUCtMN ENGW[ER NPMTINTI RI IS ME CONTRN—B R£SPotlS'�AIY ICI CCO106VATE FINAL LEGATION, CD4AUr, AND NS SERYXE REOUAENETIM µTM OµNLR/O CIPFR PRXM n CONSJRUCRON. INSTALL FOUR 2' SCHEDULE 40 P,VC. CONOAM i0 BULDNIG (MD FOR t,LEpRD,, SEANCE, OR, fM GM & Off FOR SPME) (GAY ME SHOWN FOR CABiY). NPMIANDI T IS ME CONMACTM'S RESP0.45'flft1IY TO CWROZNI£ FI%1AL HDUIND µ0 YETIFY COYO(Ri RCIXAAEUEHIS WTM SERVICE PHDNO£R & ARCHITECT PRIOR W CO6TNO,H, I AND CO4(ACT PRPECT ENWNEFR COfiRALTM t0 BE RFSPONSD(E fM ANY NECESSARY M CRORLAL BONES. ASTNL OAS SERVICE TO PROPOSED mm AND NrLN E RESTADRANr LOC.ITKN, NW FAOU HOTEL TO PROPOSED cENER4TM AND PROPOSED POO £a AP DONE IUPMTANP R 6 ME Cann —S RESPONSRiViY TO COORO@WE FINAL — µO ROUM'D WITH PROPER PROM ill INSTAL.— ®) WSTALL SITE UCHNND AT LOGTO&S BRUIN PER PA6 BY PCYi4E( PAPE AND ASSOgATES, PA CONIRACTM TO 00O404NATE CONLIN, @OrA,, , WTM ELELTRIEW! PRAR TO INSTALLATION OF PAVEKM BASE. ®J I BIND 4' INRY.4DO1 MELD (SIZED BY NNEN W CONTRACTOR) µTN LOU,NTY APPROVED MNaCW Pol'ENTER. PRATR TO ACCEPFNKE BY OWNER, THE CW"N'TM SHALL HOVE ME WATER TESTED M OETERIµE DIE NEED FOR A THEN SYSTEU ON MRGTroN WE, CONTRACTOR SHALL PROVDE AN ARNM E PRKE IN THEW WDAL OD — IN INUTION OF A FILTER SYSTEM R NEEDED. (PENVRTM BY oRN,,,N COMRACiM) INSTALL VEF@CtE cHANC= smms (MD Locvonf ). WPORTA'rt!I IT S THE commACrM'S RESPOKDWiY To CODRDW4iE FINAL LENroR. CcMuT,. AND ORION, REOW+EMENTS Him OMER/DEmOPER PRIOR TO CONSTRUCDM, WStAU WR RON PETER AND B .Rw PREVENTER SEE _Ntm PLAN BY M.CIi4EL PAPE & ASSOCNTES, PA FOR REaP4£UENrs, E., Cry I aEr PROPOSED COLNPACfED LINK Af(� _ J C IrArER VUKI ACCESS �PROPO5E01 I / ASPHALT I I PROPOSED WIN NT l I SC .G / / 3rvRV'D'WD PHASE 0 ED h'E Y T5 I UI CASEVLNT F£R0R " PHASE 1 PHASE 2 e • PH 4319 � i of -SHOKII AS (9RTM AS FUTURE A RROOSED) FUTURE) ASPHALTS N ]-A2 NIL I N FIRE YDFAN7 PROP SE FUTURE I I bI y 0. CONCRETE I IAA I t FIRE N I �I h Y f o PROPOSED 6' PV. I ICI E_I E pEp oU SAMTARY SEWER ( l & (T CN FUTURE • ON STORY B•X6 TEE V I RESTAURANT � � o ' ay. —� as°srY I ICI e'x4• REnucFR 1 3 � � W I rw,L tr E„RNE PROPOSED e STORM SEWER SYSTEM (TIP.) PARROT, ' VSNND tf9$ 9PHAlT PRMOS£D - — 9 gal I I I _.PROPOSED 116 A SF Ii—RGP STOFIA PIPE_.__ RI 1 w $ 1 WATER MAW h 10 HOPE � - OWECNONN _. ._--BONE- WATER MAIN PROFILE HORIZONTAL- 1' = JO' VERTICAL: 1' = 3' 8 I � I U e I "' �ET WV6 L. pWX n uLpn£ N ml)�iT-o WrE U' DX➢G11Y 5 ;D. GOOGB STATE OF IPRINTED CODES aF AND DOCED AN ARE hDT CONSDEREO .1 Or µD SEALED AND THE .ECl. RE COT BE VERdiEO ON AM � n£axaNK coaEs I SHEET C6 OF, 16 1 \ SCALE: 1°= 30' 0' 15' 30' 60' \ 1 1\ \ lvi ` ul s i\ \ \)\ xr (uAX) \ �PROPOSEO - LIFT STABIXI \ \ \ 15PR OSEQ \\ • F. P, 1� I 1 I I PROPOSED STORM SEWER DATA CHART Q STRUCTURE R.C.P. STORM PIPE hv9mFR Si IVRE GRAB n. WY, EL NVIIBCR WL I( B adEt 11a9 S N �12� -A A Sal 91 aa3 `' l,Pr C' tlaD N 11iD C - B 91 4,J 0.41 9AEI RN WK• i'tiiDo') p ^ter Y(!Lr a. NMNeII� 54 NY.• ii a -a a,. a4J E Mr F'C Da£r oD•_ v �'ji IIS9 E MY.• IISd C - ¢ 646 Ihla n61 H 9acr "a' i`s rv: iiiNo7 naA zo m u ' TTPC 9 CURB PSCT fi111.2 Ng: 14T a NH• I 112i ¢°A 541 21 a]T J e�acr 'GRAK• 116a0 or. NSw A i1a•-pxT Ns r"'vri: iiio 1-1 m4 24 all K nPE 'C daEr 11in s: sim?:iiisT(de� '� �' R MN• 1126 L Dz° si w : iiisre� `- • SIT. ra an M . T1PE •D' IO.o N MY.• S DN.• ❑28 1128 Y - L to °]° BAET G 9rv.. 11SJ(H� S%WY.• IIS9 6 -� 29 1 4 ,a 29 -'�F.54zAFI4`- `PROPOSER,\ STE '. ASPHALT _ < -` i1A[-jFAtD k P..4A'N 4� L%Y 0 POSED PAD v+. Y Y Dp �"- . -GGlERATOR \ �4 PROPOSED STORM SEWER DATA CHART Q STRUCTURE R.C.P. STORM PIPE h9AL8ER Smut DIA. V. W. n. N+AreER L9L rr. (D ass) %saP£ N r 1p'0 Al aa[I Si in= ilii x - u aas vna am O T1PE �, R¢EI. K• IISM flw. Aa(• NJM R BIY.• K - N a >JJ 2.f .41 Iw'-.a=L S Me- 11., ) P £ C 9#CT HID NA INN• IIAT P - N 612 2.r 0.4T Q IN: Y5 E fllfll liis 0 - r Ia6 Is L6D R °� x."Ay;06%s xE MN•n4D R-o ds s m TRASCIISA&[ SOT o -� oxRnow r. NN• uLa r.a WLEr r •T1PE 9 CURB )NLET TRANS BON OETAft• ON 0.5 SKEET AND SEE GRAINNG PLAN FOR 'EDGE OF PAVEVENT GRADES. STORM SEWER NOTES: I. I- I£IDER 6 DESG - FOR A IAr I- EVENI. 2 ALL MI£IS SMN.L BE PROrECT£D n1w SAT CONTROL PRODLCTS INN •QWDY PROo-S' (SEE SKEET C12) UNTR ... OP-MMI ARE COL/PLETEO. 1 fT . THE RESNh5sO1Y OF w 4AMLFACIURER m PRO,,or ALTERNATE B STRUCTURE WITOUS AS WEDED. 1. WYERTS AND C.0 rcDQN3 TO BE PER F-T. SA.. TNAVI LWFX 7415-MI. A ALL STORK MLLEIS TO BE CONSTRUCTED PER F.O.O.T. STAR V PLAN5 MIX /425-W4, 1 -012. AND /425-&LI AS PPPUC4.f. 6, SEE PAWORAW IhTET DETM ON SHEET C- IDR WLETS AV, LDjt TO PAYNRAW R4TALL TUNS. r._I IQ.fakS4- 0- A D ' N Y T.D T' RfOLF\ $�3 4 _� �0 - / - ' Ti &c bt` - -AS /vi .�i �/ �iw u •.0 noun Mvv. ::�5 .�::: .. RMIN S •' ' Y, r PROPOSE FOY7CE LLAIN \ �• 11� PROPOSED 5• R.GP, JP 9 Yla h iP oA. <OtLaFK 4 \ irsAiPPi�v?IC WLLl / UNOERORAIN I 1 I ✓ \ \ \ ATE V R \ �\ 6ECOtlf IZ'46"R.GP. CROSSING DETAIL NOi TO SCALE IRW l /1 / woG\Ez NOTES TO PAVING/SITE CONTRACTOR: 1. ADHERE TO WAVES SHOWN FOR HANDICAP SPACE(S), WIOCH SHOULD NOT EXCEED 1:50 OR 2.0% SLOPE. SEE GRAVES FOR ELEVA Bans 2. ADHERE TO GRAVES SHOWN FOR CONCRETE STOEWALXS WHICH SHOULD NOT EXCEED OR ZOO (1:50) CROSS SLOPE, OR 5.OX (1:20) RUNNING SLOPE. 1 PROPOSED CONTOURS ARE SHORN ONLY TO CONVEY DESIGN INTENT, AND ARE NOT WTENDED FOR UVL¢ABON BY CONTRACTOR FOR J-D UOOEUNG PROPOSED GRADES SHOW SHOULD BE USED FOR CRAVING MIAMI AND PROJECT EIMER SHALL BE NORFIED OF ANY DISCREPANCIES PROGPTLY. 1 _ - - I 1 { I/ \ LULL 11a0 // I I rllo PROPOSED I 116.0 �COIPACIED MAWTEN yt r1a0 FUTURE UNE-STORY 65 p. it\02M1 o RESTAURANT FF EL= 11185 ' (OEPEN0114G ON FINAL !_ IYALL RECUIRED) SEE TRO59Nr BE • 9' NFAW WALL 10 I P- STUD FOR N1UAE COfI,EGnQN �0 s� x 0 DUAIYSTER PAD LJ PROPOSED SANITARY SEWER DATA Q MANHOLE 8" HEAVY WALL P•V•C. 1nR9fR 1m n. Wv, n, fRaT-R MIT, X.- S-1 Lfl 2 LJ as9 L S_2 z)vs RM=HID S Mk• Ni; MN• uz (6� s-: - 51 IODJ ni S-3 6-J -a-2 6J ne n� GRADING LEGEND: a 1n o - -- - PROPOSCD RN(X M L=TI� N ->-... Parnosm rnAtc vI w o VI r.Sm ELEYAWNs (-I o SHOTS) N G rw CF NRR/CY#iCREIE --,.A, PR NIN ELEVA-LI (AS APPUC ) A� PROPOSED ASPHAIT� (WftE59 On{ERN95E NOIED) a n' p POST CW91nw LIM ARROW W CQ'NGURs (AS -To ]"� Z ry PROPOSED CONTOURS (AS LABELED) Q UA ZO f' SLOPE LABB. G W0 = Q V. 0 a 1 U 6' wvr BARBER ,' ,VOE CLRR � -\ PRLW� (•020X TYPE C `(UAX) SODDED i $ INLET CROSS SECTION NOT TO SCALE J 6'-WDE BARRIER 6'-WOE NAH CURB RRIR CW+B PROP. <• O 1.0% � (uaX) s�ocn YARDS O 20% AR45 R&Ei f20.0 l/AO - f1a0 Rt(1°09E0 Crn cp 116.0� 114 0 � RGP-T N u2o' yARYS 12 -S. LAI x f2a0 119.0 11.0 f12.0 Dao 1150 u4D 1110 1120 CD dNOT INLET CROSS SECTION 'C'-'C' I TO SCALE O h $ 0.5' MEtR, X O E 6'-WOE 6'-XIOE LE4£L 6tAP (nEV. £ w j BARRIER CLP 0 PROP. PER 4) PE � C tfl2' LxLET PROPOSED PAYFQR / 'kS0D000 120.0 - �f[r3 __ 12ao r1A0 119.0 Ey IIa1. O Z�/ - fiwut - D IrdO En y nfi.o \ nao 140 IISO-Ub'°FR 112 1}I AI110 12aD 11A0 flao INLET CROSS SECTION 'K'-'K' II NOT TO SCALE INLET CROSS SECTION '0'-'0' NOT To SCALE NOT VA(n UNLESS AIM SLIM OR AM SENEO RTH S&V m-.. T\ A , - N UCV SC W. MIT Io.60056 \ STATE OF PRQIESSlWIAL EU61W 4 LICERSE NO. 6005a - REU HAS BEEN VG1.LY IV- AW SFALLD BY O4N5 L. ORWNF ON THE GATE MoK LTD HIRE. PRW1E0 CORES OF TINS DOCUMENT ME w CONST&LIV AM.NED AND STALED AND ME SGNARIRE WIT BE vE . at AW EIECBtp X, CWtES SHEET C 7 OF IS D.E.P. NOTES: 1. IKTE 10 neE UITaG how Sr m RUTE AOS BSA'6L 6�A ETAN2S DO NO! PROLIDE wArFA SCALE Tp Dus FAgELr (OMR MAII riVSNAtG/iESM'D) U!1¢ M£ OFPARM'HT pF CNNRd+YENtAI FROT£CRdI HAS FSseED A LEriW h` dEARANCE dt nE UM/TY, SHALL BE SW.£CT to CN'PPRY£elr ACMH Z iT4 PFRHrtCE W31 .-a, IIOT WY THE DCP._1 ISa SALE QV (FOAL lA1,SW d' nrt FrhIViRD FACLtt O" - PE 1. iHa PE 1 LS IRANSrra- d LWa -a-, AFPROYAL Di 12W MLA YUSr APriY, BY LLirtR Fa4 A TRA45.FR C4' PERWi WIDLN! ]0 DAK 1 4IXRCAL SFPARAIm. BETWEEN WOE GAW A- YAWS A1.0 SWTARY a STLWY SEWERS WASlEWATFR dT aloau ATCR - VANS N,D RECLA6ffD A]W F MES a HEW Qi £IO,:AIED, UlIDERGRaRID WATER YAMS CROS9h'C avY EYIsn40 64 FR4'OS[0 dYAN1Y- CR VAdARI-TYPE SMr1N1Y SFNFR 9R siORu 3WfR 9WL H LAN 50 nK wTSOC OF' ME YTER VA14 w Ai LEAST - N2 0S AW ➢PCItRA&.Y I2 WdEi ABOlE a AT LEAST 11 NdrtS 8£LOW nx wmDE A IVK OTTER AVE1d,E. HpAEVLR, IT 5 FRIIERA$E r0 LAY ME A)ER AN AS A, ME a-mS A hEIY M RELOCATED. UYMR Duva WATER LANs ptOSSNO ANY Enenv. M PHOGOSED PRESSUPE-]YFE -are, ae,.R ASrEATER a Sri -- fOR[E LLAW. Lw PVRLNE <dAela. P£CLAUED WATER ATA11 as LAD SD ME ONSDE OF he .- ALAN Is AT -1 11 Wass ASOK Ce BLLOW ns a- er MT a- FIFE X. HOKVER, IT IS PRFf -I r0 LAY 112 wl- VAN ABOVE M£ ..Ea PSFLN£ c AT-. arY CFOSSL4LS pESd'ate W PAFA[FARLs (o) NN (6), ASOV£ AE iTnl lLNOM DF WATER V N i8E -1 QHTFTnN Aevas' a BELOW' ITF ORER R.HLR¢ 5p AT NA1ER YAW Xm. WLL L< AS FAR AS PO�TL:E mw ME 01V R %,' x,E ALIfR .-T,, AT SUCH LF0_VGS. - NPES SHALL A9tNlQO SO -1 ALL NAIER WPI J0.415 AFE AT LEAST EEE -1 FRa ALL ANTS N VACLLAA-ME SNRTARr SEWERS a- .-S, STdLVWATER FORCC -IS OR PWEI a CdIK- --a NAIER B ATTO WIDER PART a OF CHAP 62-e q F.AG. A. AT 1-1 AY -1 FRa NL AYIS N OR.Antt- O2 PFYSAePE-TYRE SNATART S !II Aars." FORlE PAIN$ GR -a CdiKTRVp aMAASD WATER NOT RECUTATED UNER ➢A41® 6 Cw - 62-61e. FAG sFPMAINN 4. 1Za dSSEPARa BCTVEEN wNFR[FdR.D WATER VANS Alta SAIRtARY CR a- SEWWS ASnVVA TER OR a --ER FWR YARIS RFCµVLe WATER P82LMS N.D d191E T ASEWAOf TRFATVOIA-PeSM s iEYS ¢ h£W OT R10 aA Aeaa aN0 WATER U-a SHALL LL ro FROWDE A HOrul-AL a.- OF AT LEAST TWEE -1 HlWFETI THE a- A ilK WA RR VAN AAN riff versa D -1 CASINO dT -a- STOW SEBtR SIQflI - Feace Ar-, OR RPnYiE C(WV£n1K RECLINED WATFF R£dILA- WA:rR PARTY (T CHA➢TW 61-ala FAC 4 hEW OR RLIOCArm, uvi svaamL D WArea ALAN SHALL DE LAN To FROVOC A HdaIa GL d$iAT!(E OF AT AEASr mR Mr. AND PREFERAAY reu Mr. asaaseN ME' GLTSmT LT ME WALIX Wk1 - TH£ aTSGC OF ANY __ D, Pae,oKe vACUFV-TYPO sAHTARY SEVER. c h V LM RLLaATED, avaum uma WATER YAWS AaL LE LAD TO FROVDE A HaaZd1TAL dSiNlC£ e,' AT LEAST AY Mr. AND FRCFTATAWY TEN MT. LTTY N me arSUE d' ms ArrR YAM Iva ME = aN NIY V. CR PROPOSED G4AHtt- a PRE54W .- -`ARY sE . WASTEWATCR FCRCE YAR4 CR FWELWL __ RECLAeAa WAT W .1 a -nO WNFR PART Y OF OR 62 M I- ME Vup N-TONAL -Taw dSTAHFE PErkE9l WA- YAWS N.D CRAHTY-TYPE SATNARY SEbfFs SHALL 6E REw•CCO TO -11 -1 A1ffRE INE ai1CY CF THE WATER VAN IS LAID AT (EAST AY kRT£5 ADOVE - - OF - 5 .. d hEW ea RsoAKATEe• uvaT emu D WATER W Ws SNALL BE LAN To Fa0 A 11GM1arA1 O ANOE LF AT LEAST TOT Mr BEMEL! me aF LT TIE ATER YAW AO ALL PARTS K .1 Ena- a FRLTOSFD 'a.. SMALL TRP _1- dEPOSLL 5Y5rEL" AS D N See- ]6td165(2) f.5, - RUE 61,a-. RAC S -- RESFaSft£ FFF AUHSWLO N Qk,SMU -I RCar1pVFNTS CF ME D.CP. LFNptA1 -1 TOR Caseate- (F ATEH Yp14 41EIIiYY1r fdt R9UC WATER S.- ALL -,, P.PE nlrkKi FME .GMT PAQtNO ArA) .. i'@:O ATERULS VALVES !WE HWRA4T, AND VCTERS P sbuis , V THS FRDfCi WLL coNnosu W NSVCA6LC AUEaGN, NArs, TIP:RS ASsOpArKN (AWWA) STAFNARDS [FAC 81-95 TM2)0B RSNW e0, AND AWWA SrAANARUS AS NAP am BND Me 62-6 3Ta EYCEPao S Au GAsD WMIR FAC 61-sssJ:a:1xL)j I ALL FIRW.it AiFR a.- CO'IDOM m £Yauawa, ma, H1LI . -1 WOL .-,AJLED UHOER nWa PA 1 AND -1 .1 cous NTO -,.a, AIM _,AwD reAlFR NSL LW#P9l ro ,..AG (('A, 5_ 1arxa 6ExCEPs TENS AllDRFD� h6 5F6ASCSSS F )ihTW APPUCAI3E SINKATmS REaunG4S aP REdARFJAENrs FEFFFd1¢e N PAFAdtAPx 6}-SSSSN(])[BA c ALL NK AHD PdT BrrVKs Ns1A[LED rWDrD.R TTdS FRDECI TALL CONTAIN NO YLNE MAN a. LEAD. NN NIY a- OR Ft. - kl TTAa ➢ -T XRL CaTARI NO V- MAN O2. -a [rAG 61-SSS]121 d All PAE M a Pa9 n 5 kRTALLEp LWOCR MS Faeuccr WLL a Caen c a OARx N ALCGRDAlXT TAM SU6PARAGRMI 61-555]1a'11RB)S RAC, UsNO MM AS A a. AND AAUmn TK REIET vkKaL m. NOTICE£ UYO W W W TR S Tmeas rLIXq'RO OT rm MK VAAYacts OR CNAUP£R AYYOCNR. ( to �6T-53 aTo(1 ND)µ•e RS'!•H � Tr YNIEi E ME D l ON W THE A R eF PWE FRa AIL MTWARC ua Rnl£F VALES erSTNLED U D6S FR r tl L DE EXRhaO To AT LEAST AE Fai AaaW (FADE Aha AaL as PFOYEO .1a A SatEL,E'D. DOMNWA4D-FACVVO LEBOW (FAC 61-55S.V0(11xB) A4D RSWW .111 p HEN M AL- CHAuaRi ArS DR YNDY%CS -1 CpHTAN VALI£S a -- .-S. CR OTTER SWt A1FA LVS DCBJMN S.- APNRTFNANCES N1D MAT ARE --a W ifAa AWY NLL AcAT BE W S,E- FAG (12Y m ANY SXfGARY w W &4 ;EWER, AYO &OVY-dFs dT ARt FElfff vMVfS Y6rN1F0 WDfA Tres FROfCI Yet hCI 1T LD'KEcrEO dRECRY ro avr samiaRr oR sTOR41 sETxR (FAC e1-ssz]za11XB) AF,D RSA» aA,]) N NEW a ALTONG .- VANS BYLruaD N ROS PROEC1 W4L Ef kSTALED kl A[COROMYE NM A➢FLRAUE A- STANDARDS CW W A- MIN YMLFACrIWLRS• PFCLWUEFAEO PROCEDU.R£5 [FAC 62- 52a21xBA RSNW &AT. Ave AeAA srANDARD5 AS Nco FwnrTD NM FAG 61-SSS.I]Oj l A Caw- AHD Ik&" L REpIXhD W RE FRa- W rRDtaES - Lu,-dR,D APE NSdLLEO - TTSa R,W. a ApDAI MAN., W4 BE iAYF£0 W (AVERS AVCVHD INOERDaUAD r'WE WSTAI£a UTKER mrs -CT AAAI TO A Su F T ALmAU1 ASLK DE FYE !0 ArR:aAnEY sLWPCRr AHD PRDIFor iF¢ FTFF; MD LLNSi.AlA[dY Sam, S_ (AS But rLmff680T AIRd7F'ROTWhD WPErpRalKlCp W.'DtR MSRFROfL,aLdr. (fAL 61T-5'v5]ht(TIB fl�N N rRDfpLES tlHl CC REYOVCD !OR A DtPM O� Ai 1FA.Si Sq' ®iGSS 62-SSSl1 ALAN O Rs'MYS fli4� Ale MDRAHrs WSlALLEO WIDER DAS -1WRL as F'Aa- YAM -T a- DR RE5IR a .N1lrs To PREVFHr YOVEI NT. [FAC IISAYG S Ca-.- IS -04S .E FCR A01 cRl,'C N -- RE01BRVEt1r5 OF - -1.. Ceh£ FERNT OF AIER Y/M (XIFX9d15 Fdi PVSLK WATFA St51FYC ¢ l2rV OR ALTFRRU WATER W. MAT ARE WL - N has FROEcr AHD -1 - as CdTSiM - OF -NS-C'fuF T OR -1vU L CKOt'OE NPE N BE PRERURE NN LEAXALE TESTED Al ACCADAres - AWWA 5rA ARD C60] as C$M REsPECRSfLY• AS WCOWaATED aNO RULC 62-55S= F.A.C. AhD ALL OMFR NEW a ALTERED WATER VANS WOWED W RAS PROECT AaL ao PREss]RE ANa LFAWAa' asaVe W AcOSKANCE WIM AWWA 5lAANARO esa AS dir8"3U rm Wro rtUE 62-Sssa3¢ [FAC 61-556]2aTIXBJT MD A STAMAROS AS NCdsdTATED Nro FAL e2-SS -1 I NCW' GR ALTERED WATER V-M Wt -. FWC NILNEAN' -a - B,GL- sWNCE IdkS MAt F Se IRAER CAIrFtY OFA liF9tt WATER ils rFV AAD MAT NAVE AN NSDE dA1BiER GF iHfE£ N'gY5 OR GeoArFR, RRL as �SnB au - ALnleaa3C ' CVNVARD d! A-MW RULE 52-Ma4a CAC (FAC 61-555]1alixa)1 NK FAC ez z6z]loj ¢ iT4 PERedrTFE s1ALL 0E 5£PARAIELr RES➢d15D[E rut APFFCPAAIE CAsiFNLndI. LVSNFEC- AND TESTVK aETA•D ML us- M ASSURE POrAa I Ar - FOoN LF USE. FAL4(e a ADA 0AW5 F. Iuwc GF Pnroosn WATER uAM FRa Ensrurc Amt aAks WVL DE Dd'E BI ACCMpANL£ w1M AAA sPEoncAndl cast. fl LC4M M ro ANs ra•F of Ens Yrlc A AcnHTr rD n¢ WATER uAx WaL REsuLr m A of n¢ ETssrwc mrtY BELOW m Pauros PER saARE NrFt a.T Dr ns rnuowvc vest a FPCCA -I &AL WATER N mLes -1 as - W CASCS L F PLAIDtr➢ TYSiRdUTidl WTTRR( IOM NOLH ARE DEELffO AN AILF#RT PUUM hog IN T W AT BY RS D£➢ CENTRAL Z1kAi- WA ATC TEUNAS Y�A�Kk lR ion WINE' a48atWG TER We- Tiff PLDtFC WARA S.- CAN LEVLWSeTA rF. BY SCN1N 1--✓Af 1. MAT nE NTEdatt G HOT A GA4Y [d1KF' wTFRRLWDDN W SERNCE, AONSORds (HOT fid. ATEN Nae* s) SNaLO 6E'emse a, IFVPO 1 OIM'tEi N FARE WILY/ AF¢ [ATtCRD 10 CCLWT AhD DE[VCD 4 -1 REALM Mgt, Performance Curve - HPGH( /HPGHH(X) Section GRINDER Page 107 RPM:3450 DISCHARGE: 2" 100 The .-a reflect maalm.. performance charectedsgcs without exceeding lull load (Nameplate) h.... power. All pumps have a service factor of 1.2. Operation is recommended In the bounded area wilh operational paint witN!n the curve 6mH. Performance curves are based on actual tests with Clear water at 7W F end 1260 feet Site elevation. Conditions of Service: Hem, ©zmT 11, GPM: t 90 TOH:t48 �>PENTAIR HYDROMATIC' ±50 *94 j I t`e zoaY°1i QMMd !¢� NAKf E_0 R:CN dAKTrR ] W J N nJc) t �W W LL 9 OTvll O N U N O" C) 2_r N O N 2 IKKINMC AGr MD Laou. CK0.K r4pP 0• N (Br xmR) "2EY p,,a7 an Z C'1 (1) CO.'&'Ear JOP (iWto) PpAETI LLLLCS PxESWd DALCF Z z n (1) StFrmPAYY. V0.MkK OGrxB! b•i (aY awmxroa) W o PIALI VIEW IIT W O= AtMUVIW CgER Q oOVaK NAVY Lull LL AI.6FY NOHI 2ir qM SCMpI CT PUAI ro ffiO.fY BvnN! 2 dA]F dA Q OsaeUCC CdMY,C VV1 (er ca�Px°rncRj s• Nx) ss uaE Nara+ rr� At eaY h LL (er CONRA[Tw) T' lo U NCT (sT raV4v Lees[/ (iCkip LL'CAd Mrn1TA.�'Irt- G[lTY?4 ANG 2' ST0. FAM"U55 YKVF 90Y 2 RW O:l GTC vNVt 1 YA"N OA PECW vNVf R-2- @t SCN So HVK R:E ss d,mc RAAs U'f.VC aAAE '. 5S. IkTWE BLL 2 OF Ed.LTErr 6.11.Asi Amas so mrmu n ry a,n. c _ A•' �P.tN oaDc d4R-lm SFCnO1! VYTV fOEP AEIXAAVENTS FAT•C[ <d.GRE1E 1DFf[R IH1H 1;1 SLOFE AflD.9[ ]/I' AItR VFK IWM A %4' M'Z. /VE w.ai To Do scUxsn wM xl% naoo LLrwnaH. fn[�nPHAL pFW/I fY a - SANITARY PROFILE FROM BUILDING TO MARSHALL FARMS ROAD SEE SANITARY SEWER DATA CHART ON SHEET C6 FOR INVERT INFORMATION SCALE: HORIZONTAL I' = 30', VERTICAL 1' = J' 122 ..........:......:...................:......:.............;.............,......;......:.....,......:...... ....... ....... ..................... ...... ....... ....... ,...... .... 122 PROPOSED PROPOSED 119 y LRrsunav ............ .� .` :..... SI .......... ... , ...... ......... APPROX FTr115F).... ... ..... ......... Al) ...S_} .. ........................ .:. ........ s-2 ®, fF R O3i15.0 119 • f,RABE (T7I C2EAk0Ui , SSRTaA.I Fri .. .. \ ..I ............ ..... AREA OF Un(ITY G0400T AREA OF UnLITY Couwr CR055lNG5 (EL ='T.B.O.) CR059NGS (EL ='TBO.) ................... .. 2 C es 116 J' GATE VALVE 1�A I -'- --- 'Fe-GVarzIO (MIS_ i ^ .� ATER P''AG ' FFxO.0 iY wARRYUAr h I {.. l _ F6-"G ,,AA STaRYVG F614 -- 113 24'RGP, ... ECnONAL BORE 7 b .. :to, .VC STOR4 . y. \ N.OPE•(SOR_9J. .. 5. .. .a�.. ..... .......... ' PIXiCE MAIN .+� .......... ... ............................ i ...............•...... ... - ........ > > 3 ee __..:.: Fxdid> 55X PROdOSEO 6 P.YG ;• SAfi., SERER SERYlCE • �� ''. PROPtTSER B' i7E.SW 1}PEz Pi!�- SIN" S§WER�a O 59% TO BLMUNG . 1 1 0 .................. . . �<.'n .,, . . u':.,. •( - "-_. ....................... ........ ....... ....... ........... ➢FOP p 6' AN . 'S`EF; RITYERAL i0 • •• • ' ' • PR $E .. EFvY..... ' ' '; P. 1 1 O PROPOSED CHECK . VALVE W MANHOLE ,) RESTAURANT (TYP.), WALL Y•C., SIN. SEVER 0 0.56%SLOPE 107 .......... ...... ...... ....... ......:............. ...... ,............. ................ ...........,....... ....,..,................. .......... ....... ,...... ...... ... 107 104 ,......................... =..................... ....... ,..................................:......................................................... ............... 104 101 :............ ......,.............. ........ ...... ......................... ....................,..............,......,..........;.............;...... .. 1 0 1 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00 +25 +50 +75 7+00 LIFT STATION DETAIL NOT TO SCALE IMPORTANT NOTE: THE CONTRACTOR IS TO aWALL PRESSURE GAGE on ESTSTUM. FORCE ALM! TO WR6FY PRESSURES USED W OESWYI PRIOR TO ORDERING PUVPS GENERAL LIFT STATION NOTES Roe LIFT STATION. DESIGN CONMTION6 YODEL NPGH(NILEYWTX) 5IJ500 HP/RPM VOLTAGE 206 V73 PHASE J PHASE MCRARGE 2 5.15' MUDER NPELLER t20-ce IEO OPERAIWO 50 DPW .49 CPIJ 194 c➢u 34H fT/iOFI 5 tB/ RhDH FWAFS 9N(L SCR¢ SIBYCRSoi[ Trot LAw rRAm 9ULLYA.NTN ON A W1' PM SIST[H. TxC WA $15RV AN N A Lf AAA misiW RAE MrtY SHVDE 6e6Wv. LKC� 6Ss A55MY, 91' ]0155 G1nK RAES ]I 65s 31656 tRGOt G>NW bU0¢r, 18idK aM AND r/at. AID A Stt- G4aC HaDLR nS RV1 M1EY S+NLL [d rFOWTro IFD PFS-iv4'D A' D¢ FULW SThH.ffR. gam Id TMa' s+� ia�urE rDR MD srAa 1m�K snLLL � axsTRucrrD a nrr muL A6Tu A-4a Au mEaw. rASTDexs wL xa srANLEss sera na AAW swn sHYa 1E mIs1MY.TrD r scea 41e s[Aht2r sTm. a'crt or6£mni'AAwsLIL rcuir A%m InLTrwir euMc'�'re�rR swu vxxwr ww-an vMu AYLLdK hlsMS. Fua6eR 54nA% IbtAs,S SPoSr9E al•CR5 AfA WDPD PARmrS Nr0 A IWE sLLRAK e0M TM StAnpIY.Pr MO FKTAd.D dRIRS SNVL &' [dbDA.CmO OF MLfiiTO 110C SWnree slt2 TT�T A 9ULL 6f LYJWRFD W A cueTa. ASU'RaTfe nF£ rquilLG nu sGri1i SITYL 6E sECU-Lr IElO W s. A AL1A2A/9L LAD RAC AW TN8/OED fA5 Mn5 fM LItE K RE1.9YAt WT1roVT 1K USC cY KAr OR A FFISS IM me, Waz W1£ se 161n-drrc BYL CCAtlAE; N2 1 T (FAONL) /.'D d& LOMR (rrWusrA IO A6PoRR DE SIU%T. Off W1� LOUW[0 Wr1N A AV.D?K TT¢srosrAr MLI AUroltllYluY Sw15 ME VOmR ds N ClY CT WTdT RLRBA n¢ ftNP SFVLL Hllf tIN KOWxG1 SCNS I.Vlt4rFD N rN.YtY NM M OL CWAIHR aRWECN M SFKS DZ PLbP urW W O:4¢rtR Of Mr+LE LwKY uabeR MW n2 9Arx D:u¢rw. De RM SrsrET4 NrrTt'W. AFVW' MD Daoue¢ me cmu L eEr z ] Fu2Fe ro ALOW roR uAu1LAl AcrE s rD m WE1 mL ME wror corcR suLL aE f5b SAsaavra . RATID faR 1. PY Ga d•T me n[ IWM COhR SNLLL UH A SMAE dAA[ ODOR a' LOFl60IS SP[tAID Br RZ 0.AW LLLusxnNrR FOR FRCPLR FlPA^ fiCl4AVS. CO,FR 9AY[ � VNLFACra'CD BY K fA8t4ADU4, d{ COIYL RE�VNV�f LQY 6 F A"LISS ArN NIAefNY LaxABL[ CO,FR SUhDUO 5¢E YFLK BJY 5 S Y 1 1n' Y 2'. IQ%WS5 B£ 5[WACE SA+K [IEd' MM drA'FWR FOTTs MN Lee G>E VNNS flues sNNL eOuLTOLS Wars ALva i NA?Ni scaTFK Fero pars m route. --- a- smr, Rff PANEL SHVl AAIDE N! ILre7WATVK C4Hr6a SdE<2 DM G*+C1BI asFA�lR CEhtPAAp MiT�EHOb Yh50. IKrh9F AA' BC 0 f WSL � aSWWC Fur LU >TAgR 9ALLL PfAYOE SUH6RSOlE R0a a, SLDE RK M4,aosS W'. O_ SVim]RS N.INtAAI AWfMS ND ACCLSSOREs !0 NARK PFDFER OF[TNTAWS AhD A2NNIY. THE N1DYLiE PA[RAGE PVNFhC SUdkl AV1L �It nWW BASS PAL ASSfY&BS MO dsCFWNE FAiW A55CYfrE0 BY eYazr5 NLW- YtC RUl1Y rcN FRLO dLLAIivL nAmA� swu sE sUWffe W ILA%tY5 AAWs kz N 1AKYAA® (eAT-6es-asro), mRu rAeNa f65A-.ue-ceseA OR ,ALE r'°A-26D-Or62A ti No. 60050 n LK'ETSE No, 6i#5 + ( _ STATE OF :k ` MIT, 7777s'�(TOVn� 6 -ALLY SGHED AND 4G'f'Of CAVE L 000" 5, 5TAIT OF R PAORESSXkLLL fWWCER, LICENSE Iro. 60055. OAS NCY NAS BEEN DWALLY 5 IITO AND SEALED BY GAM L. -WS ON ME MTE MCAUL, NEM PRBITEO COPXS OF INS D0 A`zw ARE NOT CONSzTKRE0 SKNED NO S&U, 0 AW TILL swrLeTr'UST 6E KRA- ON ANY ELECNG,`C CoY SHEET C OF I6 PRIMARY/RISER STUB —UP INSTALLATION (COMMERCIAL) FOR 3 PHASE VAULT (NOT TO SCALE) NOTES: I. PRN ARY CO'OUT 92E SMALL BE SPEOOED BY WS ELECRHC EHGNEERNO. 1' SCNEDBX 40 11C, URLEES .—W. NBi 1. ALL SECMDARY ELBOWS SMALL BE 4' SCNEWLE 40 R IC, 11' RAEAWS "WIG EFVE Y •g EOCE OF PAVENLNr TS Nor GA%EO, afaf SHALL BE 50-56' BELOW PAIELENT, SLEEVE INSTALLATION DETAIL NOT TO SCALE S11TUCrIME BOTiOU__�, F.D.0.T TYPE §' == urtEi iM \pCpa�p�,\ ` _ / � . � PROPOSED Clrae EDGE aF PA1ELOTIi 3' 37' S' TRAN911d! CURB TRANSITION 5' 1RWTGBGI iRANAD0.4 AT INLET fo.a T, TYPE'9' LVRB eaEr TO' 3' IRANAiIOH iM OO CURB ,.. •' i101Y LMl.. CURB INLET SECTION ALONG GUTTER LINE 4 $, AA CURB Box TO9 "-RDGIi PRO,p,SEO LS Q% . CFATE EL FNRSH GRADE aEPH.Ur SECPON INLET NOTES' 1) MET r AND CRATE.ro CONFORL TO F.U.aT, INDEX 1214 2) VYLAIWA OERCN C NCSVV£ SOMNOOM of CONCRETE ENALL BE 4DOO PA AT 18 BAY$ TYPE H CE-7.. 3) I T SHAD BE DES'GlED FO4 AASHr0 H-20 LOAONO. 4) — HOOKS SHALL BE PROVDED FOR HARBLNa 5) MET BOTTOM TO BE PER F0.0.T. 010Ex 11CYL TYPE 9 CURB INLET TRANSITION DETAIL NOT TO SCALE "M.OF SPLARPAD 5 ORECRY DEFENDANT ON WD1N BE VMWALL 00WATES /5 %ERRCAL RESAR MD PE, A'— CONCRETE � EAT CBAM. W l E LLFD RO ( LPAi�r I.OW9L COG ATNPWE66' Na�T WTo TW BOND EE.UA (—AL) (O 1B GAYS) WN 6' ,mBr i IY-DrEP CONC TOE AROUND EPoME F B'-m (70 AWD EFFF ECTS fY B. MASMRY _ MRAERW00L0 ERo4OM) �:' •:,. `. „( ENO OF KAETE J EN0 RBE 6' WDE 1 _ WALL ME O` AOE F; :': :...,. ,..•..f iW96'VAMETER ", :1'-6:AL'1 DOME CANE TO ECNEDDLE BO STEEL E PHONED W ML APART 0.R.RGIOCEIIIER `:t,. •• . IOPEN POADP'U / AT A"S'. :<I 1' DF CIXHREIE ON rO CENTER AT BEAR L;. —N.A. A(WE fRLEo W1H COlCREIE - U-iVE CM'C. EWWALL MN' PEA F.O.O. T STW(D /3 BEBM AT CORNER W B�E414J.0l (r1flcAL) . ( 02 DA UW. M1 (D 1R DAIS) w,s o CON NALGTS /5 REBAR PLANABR5�11' OCEW, BAOOA LN ED ND BEAU ' S PEA C W M SODO P9 U C I EA GAMIER GGta WONT k LAS0.4AT Bad 10/10 WtMl U-TYPE ENDWALL & SPLASHPAD DETAIL EN0.0A1RE 6" OIALETFR 5•-lelAL 1-dVND£R p BaRs STEEL —ARO EHLED 15*,, I1"'CGKRETE T SPRALTSURFACE L 45 CONtltETE f00RNG 10" 11" 10' iAD /5 REBAR W. m /3 REBAR CONDNVOAS CONNNOUS TWO 15 REBAR CON.,RLOTs SECTION DUMPSTER PAD AND ENCLOSURE DETAILS Nor TO SCALE NOIES 1. CONCRETE BULPSTEA PAD ENALL BE 10 01 OF oC— ETAIHAR05. 1. DULPSIER PAD IT WALL SHALL BE ON if2 SALE LAIEPoX k COOT AS 1HE LAW BUilOHTG STRUCNRE coNracr .—I.Eci ANCaxcroTEcr. 1 DATES BRALL BE —,, {WITT. COATED. CRAW LWX FENCE MM BUCK PMVACY RAM (OR APPROVED ALTEWNTE) SECTION DITCH BOTTOM INLET TYPE WITH OIL/TRASH SKIMMER REFER TO FO.O, T. INDEX 1232 FOR STEEL REINFORCEMENT AND ADDIRONAL NOTES a ti f4i q, (TO BETEL OGEE :•.( BELL, w L C AREA (E, BErBR W E (SLACK) AREAS E. t VA RAr BRAISE (BLACK) W GRASSED q MEN IADE i2'S0 A4EAS) NOS I1' X IY SP£E-O-BASW GDRAJN TAW /IEEE `B' P.V.C. MST" Q+ e'xa' TEE OR EWu F B' (LEtL) P.VAS REO D (W LARGER AS BEODREp BY FLAN) NDS YARD INLET DETAIL NOT TO SCALE OD`DEPWr BY Bv3Wi. CONTRACTOR OFFSET DOWTSPWT ADAPTER (WI9IF -MESS OMM." SPED BY —Me') FRESH GRADE •T d&[ � W 8'-43' BEND ';. n j o 2 r B'X_' RFOOC£R (SEE PLAN) P.V.0 ROOF DRAW �io SrO4U AWER SYSTEM IMTORCEO C04C FOOINIG PER ARCMIECIURAL B' P.V.C. ROOF DRAM PUNS e'-15' BEND To SICRU AOER SYBIEN (NM1E55 ONM_SE NOTED) NOW. CONTRACTOR TO V NFY MAT DOWTSPWTS Wu. FIr WTo ROOF 0.4AW Pi PE — EO NVALLABW HOT YAW UNLESS YA40 CRW1I AND ErAI.EO. OR C (ACCEPTABLE AS A MEAN OIT) AND SEALED WRN SEAL a.". 1 ENOs LUST WVS L. DUO(HfS, a _V SE ND G OCCUR UPSTREAM CR OOWTERMAU DOYdI O' YARD URAW5 C 1 EYP. SAOIi (VTs— EVERY STALL AT 90' FdNO) P 6 O N,,LT UDMI BIAS L. GNXHS. ROOF DRAIN DOWNSPOUT CONNECTION DETAIL NOT TO SCALE Cl O No. fi9056 STATE OF PBWND COPES BE DBS WCLWENT ARE NOT COHSOFRED 5lGH4D NO sE4ED ALB IRE SIG/ABAM LUST OF YLRHTCD ON ANY EL£crAO'PC COPES SHEET C 9 OF 16 SCALE: 1"= 30' 0' 15' 30' 60' B \ Y� '''��444--- PRC8DSE4 -_ \ LIFT STAAON -1� \ N2lstnl�nn� W DRAINACE CALCULATIONS: RA9NFKL (15-YEAR, 96-HC4Rik...... 12' TYPE 'A/D'. TWE 'A' WATERSHED CALCULATIONS: DRAINAGE NOTES: PAE_OEV. PoST=DEV. -r-OEY. it. POSr-DEV. fib POSr-ttV. it. CN 1, u£MW OF C? MAM#[ TOR ME POST DE IWMEN] 25-YR, WATERSHED AREA: 14517m IA$132 66,899 25.9.64 i'Z899 96-NW Sr- IS BY rR-55 'URBAN HYO -Y Tar W4, NMMRNWS AREA: J9, J1J NNRE A"ERNWS AREA: - 81,8)0 9,316 ,V.256 ]J000 11, 598 29.016 9$0 i, ]59 5JJ 940 ao WAERSHEnS'. D.RA 81PEANWS - PERMS AREA TYPE jl': d,)IS 7,09b 4.115 /.096 1,715 _ _ 9a0 - - i9.0 2. ME TOTAL OW -WE ANO OF-9E AREAS WINN ME PEAMWS ARFA I1PE A/p: 10/294 4N735 J;B28 2.577 A- Ba0 WATERSHEDS) WERE 09 0 l0 FII0 ME W GUIDT CIL WATERSHED CN: U. 9a94 87- 96.21 min J. SEE SEPARATE DRAMA. CKCUUNWS Tat AD.MnN DRAW III bOLNUE (4- In- 011149 aOWN KNKY9S I I POST M9NS PRE (cl): II.- Cl. 4. *STORAGE IS TROY PAYEORAX PEMEAME M11WUTw'C i CONCRETE BLOCK (P-ACB) SYSTEMS) WTM R-TAPK aNDERGROL410 STMWATER SIORACE LIOOVLES SEE RETENTION AREA DESIGN: PAwoRAw SEcnONS ai SHEEr a1. 1 1 uAa nELvnoaN r'"I'000\ POST-DEV. Ala STORAGE *POST-DEV. ,ylb STORAGE *POST-DEV ®Ic STORAGE S. #* WDICANS WY -At M VE axe PERcaARW a Nor Ili'' ELEL' defALY) ML WE N[F) B.M AVA 5E) mYUF Rsl LLM �_ f ) WI W£ IFf] Wd.YCEO. SEE MOTE J ABOK f/6.50 1019. n,J35 2ij( 1,5) M IIIISJ IO8.,J19]09 I6J...]l Z 11, \t\� 1I 09 as. I1$ 164 ).0. II66.2) 11.261 27,5t7,3J99 2,3 n fln' /61.8l1 4729.248 I6JI 471II 1617 2,0172 �`M1II� IIIII1 i' t2 0.111R1115A64...0W0 I1S$,f J4K 112 HW(c.c) - J4,8I1594 S7J 2.M9 5.9 �9 400 IIa1 72 5.8, 1BI 71 �IIIiI ROx N'O1FaAYsi6�3' 5' J 11,44 D.RA WLUUE (c.E) 1.115 4,9Jn ## 617] 1,81 1551 2'e31 4]1 115.J4 1.8J1 �JI F'S.17 $BJI 471 11"1 2,81i 472 72 IVATER QUALITY CALCULAAONST 114.8, 2.831 1I4.6] 7,279 1,390 1 4.N 7.279 ® ) / (OFF-LLNE WATER WAUTY TREAMENT) mnA VMWE aa5' OF RVNGYF TROY WA-SHEa 1.25• CF MIME Won IY .-S- 9.60J CE PRa'OSED 0R 3' OF RUNOFF rRal NEW WPERHWS AREA (5Z463 ST.) a ]J 116 C.F. 13, ])1 CF. FRONDED (TROT- PAVEDRAJI (P-ACBJ COMPACTED (MaL s PRCW09ED AND NnnE) STORAGE SFGRONS) OF aT-LU,Y tR._. MKHIENANCE K I I ? PRE -CONDITION ACCESS I I %i ) t ) / \ _ PROPOSED WATERSHED LIMITS (TYP.) _. /�-`/i I' � j Sl/ T. TFOn �I / � l ®kD i V8 A �'E1� F9 fDt W -p PROPOSED • `PRCWOS£O1 ® ASPHALT PAC WYPSIER PAO�^� L',J PA4 SYS IT e 1 \ / h I � A_PNTUTITHA� I ) 1 2 T PHASE { SHOWN�AS'- - fpPOSEDZ, AS )c NNRE (SHOWN 7Ui[N ' CONCRETE t '• �� 1;.. ,..1 0 i 9ST CONDITION _ PRDP4sco-:_ 6 6y ONE-STORY 1 RESTAURANT l I I WOR ATIiRSHfiD #ib SYS EMaN MIPSIte ZEZ ,93AS. ) „.:�:-•[Tvp7�u}�`. enD F,n w _ _ _ ec*c = ..�. -- av1l� - \\ \ \ .ssz TrEA , : �1AimElummmu-mE-10m0,m®®®aa0mIB'mEg6 �- ®Ega \ vv v � vv I scna°r € LND Q"A- •, \ \ \ �� \ \� \\ �\ 1,� \L-usr. PETIrT[N Pnr,, 11 i I I \ \ , \ l SJ WI I I N8 (I I rwnvc 5'-WDE SODDED III I I l i I I I I Cav RAT TOP MMI VARES I. I (MAX) SODDED VARES I2' k' (MA%) MOMO /r PRa'OSED CLLU. / RE I"- WML-\ VARIES SWDEO PRq�OS£D BARR.ER CllFB PRCPOSED PAVEORAw �� '-P SED ASTANK.i PROPOSED 5'-YNE CM ErE WALK pnOT`0go 2' O 201T A-.T 0PI4E�\ /-2' * SODDED IMf 1Ia[ 117.1 fla[ ITS[ 114( Ii1L if2[ m.[ na[ PROJECT NARRATIVE: COYFCIRT OW/kVIAY SUTES IS A .4 AM SRE Ann IS LOCIEO NFJR ME RREASE no, OT BR. 50 AND 114RSHALI FARLIS ROAD 04 ME CRY V =a. ROAM H4i0RY141Y NE fx6M'G 9TE WAS UIRIZED AS A M RECOVERY LOT. PASEn W sRE OBSERVAl1a+5. SBNrEY, Ann AERu1 RE41EW, MERE ARE AREAS OF A9MKT, C01.7 RErE OTHER NPERNOVS WTERUL3. Ann Ha- COYPACrw AREAS 80M EAPOSEO 10 OovmD, ME SnE SLOPES FROM THE WEST TO ME FAST AND MRRENTLY. UHREATED STORUWATER IS n-T-En Of -MY TO THE PAIACEM PROPERTY BY BOM SHEET FLOW AHO A @IMfl) 0.W➢GCF PWE. ME PROPoSEO ov,no inmrs CON95r or 392,1B6 S.F. (TOTAL) OF NPEAYVXM BNLDTNG, SK)EWALK, Ann PARIoAV WPR0t2LEHTS (R,laun G M -). 0E SrORUWAER onANY RE-. 6 J' OF InAkW1 FROu IIE NW, AtPERN0U5 PRG RRS AMOun, M sloe E W PRONOEn BY MUnWI ME PAYEORAM PEAYEAME ARTKULII TG CONCRETE ML (P-ACB) SYSTEu WIN R-TAM( UNDERGROUND SIa FWArX Mlon4ZE AIWUtES. PU Fl THE YF-AR AND OMER 00'ERWO SMS 5 MRE- TO THE PAN'OFAN AREAS) FOR IREiIY r.. E%CESS SIDRYMA"R 5 ROUTED MROUGH A "N"'NN AREA FOR AHEMAT6Ri THE POST UE PRE-CaNOMON BTORUWAEA Va(AE 6 MFATEO AND RETA9E0. SOIL TEST RESULTS: ®B-OX TESTED BY,; UNI4fRSK vn;G ERWG ioENCES TESTOATE: SEPIFUSER It. 1019 TEST HOLE 19-05 (GROUND EL= 1112.00) 6' TE'RY DARK "ZY 9LTY NNE SANG (SM-a) M' uEOW DENSE fdNEY LIWi BROTkN FLNE SKM (SP) -1 (,) 10 ' - 162' uEDRAI IXitg BROOM.@! u BANG (sP� l62• - 240' LOOSE MY -1 D. - aA Y TRUE SAND (SC-5u) / OBSFRIED WAER TABLE ENEVANW 1.0 FEEr o ESNYATED SEASONAL F WATER TABLE G APPRO% To MY TEST HOLE B-06 (GROUND EL= #111.63) 0' - 6' WRY OAMT onnAH'c SirY FRE SAkO (91-a) 6' - 12• LOOSE OARX BROWN FINE SAND Wm 9tr ((SP-SU) 12' - 240' LOOSE GREY BROWN CLAYEY FINE SANn (SC) u OMME O WATER TABLE ELEVARON 20 FEET J ESMATEO SEASONAL W4N WATER TABLE 0 PPPRO% 1.0 FEET TEST HOLE B-07 (GROUND EL= 1113.05) o• - 6' WRY DARK DMIAIX -)ME EWE S O SI-a) 6• - 12' L£RY LOOSE BARK BROWN FILE SANB SP) A AND DISK TRAV PT ro 71]4' 12- - 240' LOOP MY BROWN UAWY FIE SKND (SC) EVANON-NMY OBSERWO WATER TABLE EIEVAHpV ZO FEET ,rORYA_f - 9URKY M if81AN SURYEIWG 4 W MM ANB -1 nE vo-. WTHN ESRMAT09 SEASONAL IRON WATER TABLE 0 APPRO% 1.0 FEET TEST HOLE B-08 (GROUND EL= t 115.13) ,,SENT SURYEY PRN)R IHSrRUCM1H) 10 _ (SN a) 6' - 30' LOOSE GREY BROW- 3wE SAND (� SO' - N2' Y£aUM DENSE GREY BROWN CLAYEY w SASE) (SC) 161' - ve MEOW OTT,E LKNT BROWN 9 TY CLAYEY fWE SAAO (SC- OBSEAYEO WATER TAME ELEVA- 20 FEET ESWAIEO SEASONAL NGN WATER TABLE 0 APPRO% TO FEET A N Er N ~ U� � b I O g NO dY �G yi A 2 Y Q 7. W h 12' J:I (ITA%) 5'-WAS SMMO SODDED RAr TOP BERM VARES t I \ A-(uAz) sofroEo SJ (YA%J SOWED -� - _-EnSL-CWaBW--__ PoST-C4L ILNtP�_ - -_ i P = 11$5 ION-}R, TI-I1R 25-YR, 96-N4 PEAK STAGE E. 11391 f i --_i .noTIW I•�� •'• ';: -,� .. 'i ce • • ••:'•�''•••: R- *111.11SEn \ \ \ .1 -'YaRrAnn-rarWAttR-_- �ESN*T -0, THE DrmroERlvT'- __- -T'� / •/j� /'•/�Yj i7j .�`'//`lam'//'// /i\'"j ` ' i. i nA :\\•. D.D.A. CROSS SECTION 'A' -'A' C#a* Tro w 6 LN FTsirem A HaDZWTK PERUEASVFY RATE NOT TO SCALE OF 30 F1/OAY(wa ) Wm MIANNC CWTENr LESS mAN 5R ##GEOTECHN'CK EHOMER TO PRE-WALEFY AIATEMAL BY NOLUYE, MD LESS MAN 5A AND PROVIDE M-To REPWI - TO MSTA1lA non M'CS PA65MG A 2W SE1f. aomMMCK ENLWEER TO WMESS CPYSTFUciKw. 12a0 119.0 ITS. N7.0 116.0 'Jan U4.n 11JU 1120 1".0 Na0 ## DEAN SaTPBtE Fal D.D.A. CROSS SECTION 'B'-'B' couPAereO w 6'-Lars Wm e OF M Fr/V PFRYEABR/TY ' IE k0T TO SCALE oR 30 FTAWAY ( LESS) Wm 0, vau E. MID LESS Anf X ##CEOTE IM - ENGINEER TO R'OR TO 6Y MA M)N FINES VT%UIE, MID 2W THAN SR KND PROMOS tE 6,N REPORT Pilot t0 STRUC On. rRES PA59NG A ION 9E4£ [fOECNGCK ENf@PEER i0 WR,f55 CaNSMUCRaN. v" UMF55 EATER owl y 9GNED SEALED. OR DR%CWay -1m, WEB BEALEO WM PRVFESST(In EAGREER5 BELOW: bLNs L D0INONS �'. No. 60058 FI lKEHSE No. AA ; < �'J� STATE OF OAIF O SELLED BY - L DENKINB ON THE LHIE VO A E) HERE. PRANNED CORES OF INS 000VE10r ARE NOT CONS-O 9 10 Ann SEALED ANO THE S,tN4NRE WSI aE VERIFEO on ANT' UECIPONC COPES SHEET Cl 0 OF 16 I r r n n r a a r r n n a r a n n r r a s a r r r a r a a a a n a r a r a r n, r a r a r a r r a r r r r ... r a r a n r r a r r a n n a r n r r a r r r n r �n NQ, ,,flR SCALE: 1"= 30' , a n r n n a n r n r n a r a n r n r n n n r n r a n r a n r n r r r r a r 1 llA PERK 0' 15, 30, 60• n r a a r n r r r n r r r n r r n a n r a n r a r a n n n r r r n a r a a n n n a a n n n r r a a n r n r a r n r n n 2WST/NG r, a r r n a a n r a n r n r r n r n a r n r r r a r r r r r DOIINDARY, , n r n r n r n, a a r a n A�� WETLAND IMPACTS LEGEND: r a r n r n n n r r a n WVkC.ATES UNOSmHBEO NERAroS n E 600PN T r n r n n r r n, a a n r r n a r r r r r n r r ® R1aT CAiES i3F0..)J6ofACaRV£S TOTAL ELIECT 4EPo &PACTS r a a r �A ¢µ xu W4rtR n3Y2\n n A l a Raes 9 7 30.71 ATRES (±30,ftS0.9 57 si.) OF SECa.YYXY wFTTANo ILIPAGTs a r a r a r `t ., , n r a r a a n n r a r a a a r a n a , r a r r r a a n a a r n a a a r r r r r r r r r r n a n r r a r '� ��{•'.:.' oq '•'''•'''' n r r a a r n r r r r, a r r r r r r r a a a r n n r r r r, r r n a n n n r r a n r r n r, r n a a n SF�ONWPy1Ci$ r a a r a r r r n r r r n r r r r r a r r a n n a r r r n r r n •i•••'••.'•' �1•:•:•:••''•'' t0.7I ACRS O 7 .F. pMbEO r to ,ss s ( � r n a r a '��n�.•wsa n n n a n n n :\:;: •'• a �a n r r r a r a r r n r r a r r, n a r r a a n r a a n PROPOSEDn SPOT n 'FENCE':•:;: � I n r n r r a r n r r WITH ET LY:S ROfWE i 51 :•: M N E f nVE ' AREA GIGf15 L4S(1'; ON ••iCFE••D'L•E CENTER 79Pi ( i �'�R �'r ILiAAGY :�:�: �:�'�t� D'•• �' •:'pRRCq S ILNL . M S ELRGGE .BT'�:':':':•:'.�:':•:•: ' : UNIVERSAL EN[aNEER)NG •AND. L iE0' •:•: •: •: :•:•.,.,._:_.,. n S. 9AORE. . ;:(}12.i56: Sr:I ::: :�N.::.:':•�•�•:':•�•: B+SNaLUG SUR4EN17G &'NABPih'G: u14:.:.;.;.:. •.:. •:.'.':':'. ;.': 6 � R...B: 11'0 .: 1,7<2 F9 :':':':':':':':':'.'.'' ;.:.•.'.;. •. . � ': •:':': •: •: •:W[RAilp UNE•. — '�g 9 pa.': �:�':.;;;. VZ.'. .•: •: •. : F WSER lam: .!F INDICATES WETLAND LINES FLAGGED BY \Y ' U?IWRS4L ENGINEERWG AND LOCATED BY RISHLIAN SURVEYING k YAPPING INC. `` \ \ (VERIFIED W S.J.R.W.4.0. ON 09-I3-2019) \ \ PROPOI DIXIBLE R0W . TO WE OF LAREAS \;,> (TYPICAL) \ \ \ \ S/Li OF 1680 L.F.Of \ PR SED SPOT RAIL NO SIG 50'NS '� \\ LOCH D 50' ON CENTER \ s \ \ \ \ PFs \ PROPOSED SLr FENCE, PRO£CT LANE; ANO DRIC M£RAPo NPACTS ## CLEAT WrAPLE F$L COUPACTEO IN 6'-DFTS Yam A HW.WM PERDEABOJTY RATE W W FY4Ai r U) Ybm ORCAJdC CCfI T LESS mAN 5X BY VCWUE. AND LESS mm 59 TINE5 PASSNO A 200 621E. ;q / DIRECT WPACIYN � PROPOSED DOUBLE ROW I I \ 30.02 ACRES TO SET FENCE ADJACENT 'l°m✓)I bIRECT CRESTS CT UpAC I (t877 S.F,) (TYPICAL) r AREASTLANO \ \ WITH ENVIRONUENIALLY SENSITIVE ESMtATEO B£TLAND ENVIRONMENTALLY SENSITIVE AREA FENCE/SICNACE LINE RASED ON AERIAL AND LTELO REWIW NOT TO SCALE PjtoPosED � I ! ( I/ S0.T FENCE I / I I I fi— s / I I // I�=—'iIEND of t6so L.F./oF —PRaroscO SPS�Ww� ,I I � PROPOSED DOUBLE , W T TO WI FENCE A%A EIll TO NICAL) AREAS / (TYPICAL) �--� �—PROPOSED SPLIT RAIL FENCE - •/C� 1 \ AREA SIGNS LOCATED 50' ON / I �-CENTER�TYPiCA� / I / I / I i �� • �-- � r l y6- J 4 .'''1 i I I I — — — - —\� I 1 �'_'� _____�------------------- — -------------- i — \ \1 / SECTION 'W-1'—'W-1' NOT TO SCALE ##GEOIECMACA EItfR(EER i0 PRE-WALNY WTE@AL AND PRO ADC IEST400 RE➢OAT P TD RLSTALARO'r. C OTEOAFCAL ENOT£ER TO .—S CWSTRUCDW. PROPOSED CONSERVARO.R FEA,CW'C AT PROPEmY j IME RTm %I LOCATED 50' a! WOO, (RPM.LL) Li PROPOSED 4' VAR£S CONSETNARON FENCING W, 9CNS OODE j 1S0(WEp) 'I �LOCATED SO' al CENTER 6��) crvuv,crn 2 vAwEi ##ttEA aI,—E F' COWACTEO IN 6'-LaFTS Wm A PMMNTAL PERWAMUTY RAZE OF JO "ABAY (AGFUUU) YAm ... CONTENT LE55 IHAI SI BY WLULLE, AND L— MAN SS RN£5 PASSING A — -W- x£TL,uro lR1E SECTION 'W-2'—'W-2' NOT TO SCALE ##GEOTE—tAL INCITER TO PRE-WALEY NAM.AL AID PRONOE TESTING REPORT PROR TO 91STALATIC1, C£OTECl41iCAL r—ER 10 0RlE55 CWSmUGRON 11 PROPoSfD CONSER✓ARW PRMOSfO ' FLTraNG AT PROPERTY ITT, YALO MISS .— aGOA., 5tWK0 AND SEALED. OR GRK WLLY S E.. OATED AA SEALED M1m PROIFiSRVNL [ [RS BARRER LWE NTm Sv. LOCATED CURB SO, OR CENTER (TYPICAL) SGL BELOW: ws L, awRer> PC ; No. fA050 VARIE'S 50' .4 R [ICENSE N0. 6G05$ ' I A ........ ' ' pIRFOT 6APACiS 5FCa10ARY LYPACIS .::�:'•::::•: :'•'.;'.� ":••,: i.::;::. PROPOSED SILT CIA / iP''. STATE OF • / �5. � •'•:': "••••:. L1Va $ AND D'RECT •.•• O42 rr//✓�`b'SF�NAL I,�\ �•: 15ERAW —AC. 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PAVEDRAIN SPECIFICATIONS: (EXCERPTS FROLI PAYPAI! was EPECMCATNNS o.1) THE PER4EABLE ARIICULAIWO CONCRETE BLOCXS SHALL RE PAVEORd➢h OR PRE -APPROVED EOIYL, AS R£PRESEMED M-,BWtfD A'AOO'NL PAYOIWN, LLC PN (B86) 575-SJJ9 RD'DOPAYMNA _ x%W PAYMApJ [aI 'OR -EQUAL' BELLS 6 IN £NGJt£ER5 SOLE DISCRETION All fiEM MATERAL OR EOUYMENr PROPOSED BY CONTRACTOR IS NNCITOUl1Y EOUM TO TUT WED AND SU XENRY SULAR 50 TUT NO CRMU Ill RELAIEO HORN WiL BE REOWRED, IT WY BE CONSIDERED BY ENCVIUR AS AN 'CR-EOUM.' ITEM, IN WHCJN CASE R— NA APPROVAL 0£ THE PROPOSED BEM WY, W EINWNEERS SOLE O'SCRETION. BE ACCOMPINSHED Itm U COMPLW r Ib. SOME OR ILL. D, ME REOWRENEms FOR APPROVAL IX PROPOSED SBRS WE BELLS A PROPOSED ITEM OF WTETflAt OR EMPMENT ALL BE CONIVOM'0 NNCIDNLM.LY EOw1 TO AN REM SO NUND E: a IN ME DE E DI' REAS&VLAE JUCGUDNr O.GWEER DEIEMNES TNT: N IT 6 AT LEAST EOVAt 41 OD4LIY, oNR,, APPFA.Rn1IC£. SMENCM. ARO DESY,N CHMUMER6TIGS (A) IT ILL RELIABLY PERFORM AT LEAST EQUALLY WTIL ME FIJMGIia! BROSED B THE DESIGN CGRUP1 OF ME COMPLETED PRDJEGT AS A PBNCNWIB It—. MA%, 6. Cal(FACIOR CER— THAT 0) THERE 6 to INCREASE W crosr TO TTE awNEln afro (n) rr xv. caBORM suesramulr, Lv£N HILL DEYLAIraIs, ro nE DErMtEO REODREMEIfiS of MEBOA N444ED IN THE cD T DCCUUEMS 2. roamATTaN Arm PR£PARATXkI 6ENFSRALL AREAS OR W —EARLE ARDCDATWG CONCRETE BtDC o, ARE TO BE PLAU,, SIOt1 BE CalsrRMcrm TO ME EerEs 010 CRAL'a SROMN ON ME M AAx s AND to ME 'OLFP.VICES SPECI"ED W ME cv—r DocvMOrrs. At, PROPOSED CHANCES SHALL BE RWCVED AND APPRDVE BY ME ERGWEER. RQZMK'L5: LA— EDITION 0i' ME MDT STNDARO WEOFMARO45 FCR ROAD AND BRIDGE CO"TIMCTON. SILK,U . WRESS REOWYD ON THE OPAWNGS, COVPACrroN OF N1D£RL11!!G SUBGRADE SOLI SH W. BE AWDE0 OR M1Cd D 81 ORDER 10 ENCCDR WFlLMATON OF STORIAWAIER. A GEOTECWLAL EfNGWEER SHOULD RE CDYSULTED TO DETEPUNE ME CBR VALUES OF ME SUV6w" PRIM, TO TJE WSTALLAMI DF TE SUBBASE MATERWS AND GEMEXIAE STASxBB ,,, FABRICS MRI GRDS. GEOT"' E EEPARATM OR LEOOND STAHIITARON. ".-ILMAENr OR NMIRRADEAM GEo—E MAT PRYVOE MRM RSJBa OR ITS EOUNAIENr, oR DINER —TEXTILE WNVV`,. AS —1 al ME —,hR S S t BE IDS-- ON ME BOTTW AND S'pfs 01 ME UMADIM TO PREVENT W - SIM S02 CORAW ATHM! OF ME CLEAN AGGREGATE SUBBASE A CEOGRRJ ANY BE REOI—B FOR SLID BITE STARLN ATIDN, BuT 6 NOr RECOMVENmED O4 ME SNES OF ME AGGREGATE EBB BASE TO SEPARATE THE L'N-S!M Sits mm ME am SLID WE A06PEGAE. Af1wEf IMM�: ALL ACGRECAM SHAL BE CLEAN, MIUR IR OR ALL SIDES oM NO LEA THAN 90S rRACNREo FACES DO NVr USE ROUImEO RIVER GRAVEL OR FRACTURED RIVTR GRAYL FOR ANY APPILw— ASIM NO, 57 BASE GRADWQ REOLMDENIS iIE P£RT'fM PAcolu: J7.5 Mat M (1 ' (1 IL) T3 MM ) (1 95 TOO 100 12.5 MM (1IL) 25 TO Eo .75 NM (a 12 N4) D TO 10 2.16 ALAI (N0. B) D ro s LRU91eFn A(SXFf.1rF M<E [O mf. POLL- —'r SPEDFJCAMIS CouPAcmxu SIA B RD CoLW ow. 95 PERCENT W?MUu OPSBY OEIFRIreYD BY M0031N PROCTOR ALLOW QNCIREER TO OSPECT PREPARED BASE CLARISE AND TO AITHESS PROOF ROLL TEST BY A FULLY LOADED DVVP lRUCY. RECarsIBLI:T WTIERE DETTECIRM 6 O:UIER MAN H I,cR ALLOWABLE D£YAAIIOY FROM DESON GRADE H MR, IRE BASE COURSE SHALL BE FIRM AND IAIN-110[DRG. COMPACTED BINX IT DOES Nmr CREEP OR %PAVE W FRONT OF ME ROLLER OR COIWACoNO Y ,UrE ME AGmECATE RELIC LAYER SNAIL BE COMPACTED TO A SMOOM PL" SURFACE TO ENSURE RMILITE A',D Po9ME CONTACT 6 ACJ6IKD BETWEEN ME LEGS OF ME PERVEIBEE MTJCULAMO CONCRETE Btairs AND ME COMPACTED AGGREGATE SUBBASE LATER AND THE GEOGRto s£PAnaraR. AA4R0 12 OR /J ESE AGOREwE — BE COMPACTED IN 5-B• LNFTS HIM A ROLLER- COV-7al. ME AAEM0 f57 ACIWBATE LEVELING SUB845E SHALL RE RULED NND MEN COUPACTED VAM A MNNUM IOQOO PS PLATE COMPACTOR W BOM THE PETJ'ENaCULIR AlfO PARALLEL DWECMY6 W TE AREA OF CMERWETTE CONTRACTOR SHALL COWACT A 2' LAYR a" THE AkWO I57 ALC.RECAIE W. At51B0 12 OR /J A OAT. iJar INSTALL MFNGRD ""0, TENSIR RX-I1o0, (OR EOVAL) GECGRID $EPARATOR STNLL BE DINEERY ON TOP GA ME COMPACTED LEYLPlQ UCREE. ME GECGRW SEPARATOR WY BE INSTALLED PRDR To ME COIMAMIM OF ME LEVELRO COURSE M6 WU CREATE A `SNOW SNIDE' ERECT AND "'oAZE BALLACE FROM FDOT MAFr1C PROR TO PLACEMENT V TrE P-ACe hYSPECMM.'C "EDL4IELY PAOR TO FI WG THE P-ALB THE PREPARED AREA SBALI BE INSPECTED BY ME EIKr•NEER M RESDENB PROJECT REPREEENTAME, ME (N ERS REPRESLMAME AND ORBY THE MA'NFAMRER'$ REPRESEMATIY. NO BLoC SHALL BE PLACED MEREON DMA, MIT AREA RAS BEEN APPROVED BY ME OR,TINEER. z 12F' PERMEALaE A41RlAAIWG EDNYREiE 6LCCR5 SHALL BE CarsiRIKIED IkMM ME SPECIFIED LHlES AND GR DES SHORN ON ME ORA mas. aAM P TIE P-ACB SW1L RE PLACED ON ME GEOGRD SEPARATOR SO AS M PRODUCE A SUOOM PLAINE SURFACE No WWr:WAL &.00 IIIDEN TIE PUNS OF PLACED AROCVARIIO CINKRETE W. SHALL PROMUDE MANE —11 aE-aWRiER DF AN INCH UMEA OMERRSE SPECWT£D BY ME ENONEER =1292AML ME SUPPLIER R- PROVIDE DESIGN MD CVNSMUCBLMI AIA— WRING TE DESIGN AND INSTALLATION PHASES OF ME PROJECT, ME $WPUER %- Nor SL Z,, OWECT, CONRROL, OR RAY NIDWRBY OVER OR BE RESPONEIR E FOR LaliltlCTORS MfANS METWOS, —I , SEW£NCE6, OR PROCEOUNS OF COS)RVCIION, OR ME SAFETY PRECAu— AND PROGRAMS INCIOEM 1)ILREiO, OR FOR ANY FMVRE OF CONTRACTOR TO COMPLY — LAAS AND REGIMTIONS APIXJCABI.E TO THE PEPAORIWiCE OF 1HE %awl. QfPSIffall TIE JOPliS BETWEEN ME P-KB SIMLL NOT BE MLXFILLEO WILL SLULLER ACCRECATES OR SA'N PI ORDER TO . IVILCRON PROPERLY. ME JORtTS SHALL BE LEFT GPEN MI5 WQUDES MUOA^JNG M4JNTEN4WE OF IM P-ACR B TE JAMS ARE TILLED %ILL SMAllER ACCRECATES OR BAND, ME COBRACTOR SHALL RE REEIDNS'BLE FOR ME REMOVAL of ME Wr t AND PERFDRJJ BIKTRIIBON TESTS TO ASSURE WT ME P-ACB MEETS ME AhNRADD W TRAMW TESTS DESCRBED ,, MIS SPECrFi A— ^^H� BZ' COMA£TIWI of ME P-ALB WSTMLA"O". SITE SURFACE 4NFlLTRATON RATE OF THE PAVELTM SNUdL BE PRIED BY MM CI701M-o9 OR ASC1781 t0 WWAM THE REDD0 91MMAMNNN RATE OF IRE PAYMENT (PER TABLE 1). " ME Si51EM rARS TO PEH}'ORVI AS REOWREO 1N SECIXAN TABLE 1 OF o- SPEC. IT ERAL BE REVOVED AND REPLACED AT ME SUPFtER'S Cosy 4. LENBRAI• THE BMTTMJNBYT' OF ME PERLBABLE ARIILIMIING L—RETE BLOCKS SNML BE BASED ON A WIDE— STEADY Di' AT LEAST 14 IJOBr6 CONDUCTED BY AN INDEPfRUM` OR T CD ➢ARTY RWRE$£MATIOft -THE SMOY SHALL INCLUDE uVLTIPLE PRE MAI POST TESM'G OOCWDBAiro15 II uIRTME I-- C'F RIrATRATOI RATES ACCPRVIW TO AS M Cf70f OR A LoDI'BD Y5140N of ASM C17U1 %HERE ME REXMATION RATE 6 RECORDED KlM A HEW PRESSURE. -SUBSURFACE AGGREwiE PERTORDANU CP PRE AND POST TE5IW0 E1MIL ALSO BE DOCUMENTED OVER A 24 DORM FERDO. - ME SMOY SBVL SHOW TINT FOLLOAViG PROPER uAR4E1JNCE ME 01MRW PERFURUAN CE OF TINE P-ALB CAN EFFECMELY BE RESTORED TO AT LEAST 90R DI' ITS OdONA1 PERFORIUNKE MSP£CfRW tr MARJEIUNxE 6GIBE— IBILMO A COV&NADON SAIITATNN 5EWER TRUCK %rM ME PAYORI'fl YAC HEAD OR M! ELGW WHIAI.It,ND OR MEGAWWD PURE YFLm TILLER wu BE OWED ARB SUPPLED BY OMERE BASED OR ME WIBENNANCE PROGRAV. RETER t0 ME PAYDRLN WN@LANCE MMNBAL MD VAC NEAR WSMLCTIaI ,WHIRL (LATEST ELMONS). WWEW4YCE SHAD. BE REOUAED %HEN EMJER DF THE I —Oa. ARE REAfJIEa o. ME SURFACE A#ILMAMM RATES OF MORE MAN 75X GATRE SURFACE AREA FALL.BEOW IOR OF ME RATE REWCRED IN TAME 1. 6, SURFACE Pa1OW REAMS FOR 24 ROURS IN AN ARLA LARGER MN! 10 SQUARE FEET. OWNER'S CERTIFICATION: l IBREer IZRIIIFYY. Mar 1 Mo ur SvccEssORs ARD ASSIGNS SHALL —BIALLY uASITAW ME MPROVflNENiS AS SHIMN W .1 PLAN. PLAN VIEWS 6'-WOE LEVEL WEIR (ELEV. PER PLAN) 6" 14ME L WflR BARRIER CURB 119.5 — IIR-T1-- 119.5 TTPE C ,11141 ��$j�jB� rl �y �y` � ��1,IiA�aY119��817��§�-Y 119D 1185 Mao flu Sao 116.5 116.0 Bay Mao 114,5 I14.5 SECTION WEIR DETAIL Nor To s 07 STOE BASE CGMPACEO to 95X uAX'LNNI DENSITY W T%0 6' NFIS (STOfE BASE TO BE REM! WM NO FINES AND AN— ON ALL SDEES LRAM NO LESS M. .9 AC"ED FACES) PAVED-4AREJED ACF BX-" GEOGR.D BtOX (TYPlCAL)� (ONAPPROVED R-iAhX 'AD' DmFRGAWID SiORMBAIER MCDLRC (S94' cov aCLEAR Et IN -TABLELH+MA.�..,�\�\/•v/�\�\��\�`</�\/`\��\C'�.,,A�/� HORIZONTAL PERVEARRITY RATE of JO "IbAY (AINBRN) WM OICAIZC CONIEN1 LEA MAN 5R ni'ESS PAASSIB A M SIVEE WATERSHED # f 6 PAVEDRAIN SECTION NOT TO SCALE M CImInAV1 M4VDER RAIL ##LSOTfOW I 01—IR TO PRIOBALIFY MAE— AND PROVIDE ESMG REPERT PDOt TO WSTALLATION. GEOEct"A 1 EHGREER TO WMESS CONSIRUCTON. CURB CEMEXTILE PLAN WE On��O��n�1�D01�11 � �►��/ �mnn�mn�m�=_ �1ne I is i i /S7 STCNE BASE COMPACED TO FWFS ➢ASSBG A 20D SEVE. WATERSHED # f a PAVEDRAIN SECTION NOT TO SCALE ##GEOECNkICAL £NONEER to PRE-OJALFY MATERNL 10 PROVIDE —A—CRT PROR TO WSrAUATION tEOiECHMw1 EIRMEER TO WMYSS COYSIRIJCTRXL NOT VALD WREA OMER OCITALlY SON£D AND SEALED, OR OAIG9uL.Y SaEO. (BILL AND SEALED HIM —Son', CRY SEA,. DELOW wv6 L\a �. P.t, ANo. 60P50 _ R LIcER'SE Na. 6ww TATEOF RATE ��';RORIDP,•'G� �` W BILoAlY swam AND (BYES L ON—, SLATE OFr't FWOESSD M EfNGW£ER, LICENSE hD. 60056. MS REM RAS BEER OOTALLY SYWED MNo SEALED BY DAVIS L. BWRI6 ON THE RATE INDICATED MERE. PRNBED COPIES DE MS OXIJVEM ARE .1 CONSDERED SoR AND SPICED AND THE SGNAMRE MUST BE VVW6 D ON ANY RECEO,5C COPES SHEET C11 OF 10 SCALE: 1"= 30' 0' 15' 30' 60, CONCRETE SILT FENCE MG BOTTOM SECTION 'A' -'A' CONCRETE !WASHOUT DETAIL (OR APPROVED ALTERNATE) 1 INSTALIATIO (NOT TO SCALE) 1. CONCRETE WASHOUT AREAS SHML BE WSLLLED PRAR TV ANY CONYRET£ PIACEUON W BILE. 2. MDMY NSRLE SIGNS 9 BE PLACED AT THE CONSlRVCION SIM EMONcE, WA910M AREA NO ELSEWHERE AS N£CEssmr TO CLEARLY 1ND M THE LOMN"N(S) of ME CONCRETE WAB PDBr ARMS) TO DPERATDRS CF CONCRETE TRUC1f5 AND PULP NGS \° CII I. IFR CONCRETE WASFPoVT AREA 9+KL eE EW TIED ONCE ME I YERPA S I REA I D A 0£PM OF 2. ME PLlSTiC SHEEftNO W_AEF➢ TO REPUC ED AS REO FED. \ 2. CONCRETE WASHOUT AREAS 51MLL BE EJRARGED MD/DR VRIIETI LORE FFMOUVMY AS NECESSARY TO "ITMI CAPACITY FOR WAISTS, CONCRETE 3 CONCRETE WA9WVT WATER, NO NL OR,ER DEERS -1 BE T AI-TEO FROV ME JOB SITE IN A WATER TIGHT MITA:NER AND DISPOSED OF PROPERLY. 4. C&XRETE WASHOUT AREAS TO REALPN W RACE UNIX ALL WiCIMM WORK FOR ME PROJECT 6 EOURETED. i UPON CWPLEPW OF ALL CONYR M WORK, ME WASHOUT ARM SNUGL BE CLEAVED NO FLIED WM SOIASU7 CLEAI BLCXFLL AND COUPACMD. AL "STUBBED AREAS SNAL BE FlNSH GRADED 00 SODDED. \ PROPOSED SILT FENCE \ (TYPICAL) \ \ PROPOSED ��Y \ OFT STATIM 01 \ SJ \ TEMPORARY tliAIEL ...M I EPrKKlu Po90C4l5 q8 51 1p•. (CN.0 POST ARD FL ( " (CANTED 20'rD'AAAO n0'R) T FLIER FABRIC 9Lr now SECTION TRIER FABRIC AS PER POST OPTIONS SEG 9&SFDOr SP£G WOCDm 2-1/2' 4N. OUt WOOD= 2'=Z- Bma- 1.33 LBS/Fl, U:11 ELEVATION TYPE III SILT FENCE DETAIL TOOT INDEX ®ID2 "V£R-ON R+BGE SECURED WRRE GRAVE EXCEEDS 2X E-rNC PA1f� � SECTION 'A' -'A' SEONENT BARRIER \ / (STRAW BALE TYPE SNOYdJ SPLLWAY / USE SNPIBAG$ STRAW BALE; TO OD >,B0I AQT RW,O,` MOVs to SUPPLY WATER TO WA9 BABY AS REO N/Ffd:'T to m", 6 NECESSARY BASH! AS REpkREO Le / \\_ now • T qr6 •G. • '�i�" •Y 2y'T�{iyiY {iT ii�{�t�%iT •1 ��. i>•T� s� Tr>O ogi �3�� • v Z•'�. �-•RviTW*�•"7 ^ T.yT-` �. YS .`C+•.Y2v 1!I �..a-�- e'r.FPRWOSEO cI DOUBLE RE PLAN WEW L MAT MANS NIB AN N'PROM BEAVENT MA7 OR SEDO'E'IT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EROSION CONTROL NOTES: BIM SEMER RV,,F Rao STRAPS VIAL OV£RlOW PORTS G SWAPS MET INSTALLATION: 1. REVOVE ME CRATE FROM ME CATCH BASIN 2. TOR M NO SEOWENr MODEL; W WSTNL OR REPLACE ADSORBENT, KALE ABSORBENT PLLOWW OPT. ON DM WTTW (BROW -GRADE SDE) CF ME Mr.. S SYN O ME GRATE ON M. ME ME TW UFMNG SWAPS OUT ON ME WAY NO PLACE ME GRAZE W10 ME DM.Y MCX^'UMT SO -I THE GRATE r5 W ME TOP STRMS AND AVOW ME LONER STRAPS ME CRAB' B'OUB HE CRADMO BETWEEN ME UPPER ON LOA£R SWAPS 4. HOLBPVG ME UtTOG DEWE$ @fSERT ME CRAM WM THE MET, REDO CARENL MAT DIE GRATE REMAWS W PLACE AD BEING CAREFUL NOT tO DAVACL ME DAAVY S-WOE. MAINTENANCE 1. REMOVE ALL ACCUMULATED SED-VENT AND DEBRIS TROA1 NC6WTY W WAT AFTER EAOI STORY EVENS 2. AFTER EACH STOW E4£NT NOD AT REGULAR NUDITY&$ LOOK WTO ME DANDY SACK^PdF. IF IHE OPT IS VCRE MAN 1/3 FULL OF ACCrLVULATED SE"U£NT THE OPT MUST Be EMPTIED, S To CUPI ME UHF, USING ME LFMIG SINKS TIFF ME Wer WN BF ME INLET AND M`A W ME GRATE MANSPMT ME UNIT TO AN APPROPNAM LOCATION FOR REMOVAL OF ME CONTENTS HOLDOX ME BWPWG SWAPS ON ME Wt90E AT ME BOTTW o' W UMt. TURN ME .01 W DOWN, Wpm. ME CONTENTS RE rN, UMi AS Mow 4. FOR M AND SEO:YTENT UOoni RVAB4E NO REPLACE ABSORBENT WVICIN 1.£N SAMRA- S DISPOSE OF MY AND/OR ADSORBENT PN ACCORD WM APPTICABTE TEOCRN. STATE ND LOEN ENVRaNUENTN MW5 ND RrQ BONS DANDY SACK. DETAIL PROPOSED SAT FENCE (11AICAL) PROPOSED .J� COMPACTED ' I "OUP CIANGS �accE // I-- �f aM OW OlP UAMKXE AGclacarE wool \�. . anm nrR W=ralr.lwx- HntE w.wr awPe rPET TRORGTmI "or a tRwA.o .m AGaEwrE Pww aN STREET SBE MAP ea[t 1I .LL M wsrNLFO w 2. Fm m Aw sua�Ir TNa , ro wsiut L. RLnA¢ ABSOmEHn Harr AsswcaNr sax w IamL S TAL IIXWI Wm A[L4EGN Sow AS /]]e wS MNAIL1El (AT LUST N !tu)r o L�1¢IP rN& rtA[E dF9tC A RAfl E4G'r AM O+FArt 4Anae A_cass 9 1M SlwfAfE a' >M st dFr MSEN A awB w 18"aNI -I a'D,R'D SO MAr M CtwR 59E a M -! AO _.'I SFu .W RS - w _B, BA0'dER µ0 AtEi left IF6Y qLI BE A-PA4r I.T. 01) OFmE -1 FR02ALCFDON kar WLRHANW,G OY ULN SCC ME OFENYV2 RC Lei 6 ADT rsr n+s MNPZR. rr ru ROT Tu'clxw PRaroar. 1. 4AWmDNANCF iw 9ULC 13VDIf All ACCUKA - SOVMr Ahp IXSeS TRW ENGPeFR/AiTE�IDl00. ga05[T6 UHT. ICVTCSR - Al AP W TE Ugrrv. 2. FOP (X AP SC[uENr LIDJLit NP,A,E AND R[R AlR'ad M •+ON OEO DANDY CURB' DETAIL S■--:�-- Y:::■-::--■:.-.II.■■n_l. • r'�Illl■J■■ o � ` `�� i� l'� �� r . r + I r RESTAURANT ............ ................ .......■:� ............ �h..L'.i:::'sa?� 1. DISCHARGE CMTTROL NO ER090N PROTECTION MEASURES SHALL BE EWLOI£0 MO OPERATED AT ALL RUES OURWO CONSPR M)N TO AM ADVERSE NPACM TO RECONNC WATERS OR ADNCENT PRMKRTY. U£NNTION, IVOTOV STORAGE .-M;SEWVEI'T BARRiLRS HOW CGNV£YA % RE4£MEN1, DISCHARGE CONTROL 5WU 5R AND OBIER STORUWAMR LNNEEMM` SMBCMRES SHGNAD BE 6-1 AND CONIINUOU9.Y WttITAW£D OURNO PRO.£CT CON5MOCIgN dl A MANNER 9K21 MAT, TO WE EXTENT POSSWLE, ME SIRUCTURES ARC INCORPORATED INTO ANTI BECOVE PART M DM PERBM"T SURFACE WATER UANACIUENT SYSTEM. 2. ME O'NMRAPEROrME $VIAL ENSURE INAT ME SURFACE WATER NO SraRBwAtER MANAQM ur MEASURES PROPOSED W THE PLAN ARE EFfTCnKLY WPIEVENTED mm CWPLETION OF ME PRolccT OR UNTIL ME PERMNENN SURFACE WATER UNAGEV£NF SY IS OPE DWAL J. ME SITE SNAIL REMAIN FREE EF EXCESS DUST NO DEBRIS AT NL DUES ANY VIODENCE OF EROSION, SMWOITAIVM BUST OR BUMS OMMW16 LYF-SITE AS A RESAT OF CTWSMIICIKW ACTIVITIES ON MIS OE4ElOPUENi SHNJ. BE CORRECTED BY DIE CONTRACTOR WUE"ANLY (FOR EACH OCCURRENCE). I ALL STORM WATER 1LWACEVENr SYSTEMS SHNL BE COMPLETED POOR TO ColISMUCTION CK IUPEANIXIS AREAS B. SET FENCE, SMAW BALE MET FLIERS AND NY DIRER ER '/SE"VENTAVON MOTECOCW SHOWN ON MIST PLANS 91ALL BE INSTALLED NITEDUMLY FCLLOWNG BIM CI£ARONG NO PRIOR t0 MY ATE OEV£LOPUENT. ALL FR0SIWIS OWENTATON PROTECTION STALL BE UABNTANOEB DURING ME IRE OD ME co'i ,*N PHQNECT NO REVO4ED ATTER CWPLE_ 6. CONSMUCRON WASTE - WASTE 9NNl BE COLLECTED AT A DETOUMD NEA ON9R'. ADEOVATE NWBER OF CONFAMTR1 SHALL BE PRMPED (NHEN F.-E COVER COVTAMERS OR PRONOE LDS ON CWN"ERS). ARRANGE FOR WASTE cOUECIICN BEGp E CO'NToMRS ULERROW, PRONOE GLEN LN a rtNATELY IF SPALAGE OCCO"a ]. CWtONETE TRUCKS - EMPEW46 OR WASH OUT OF EXCESS COVCREM VAT RE NLOW£0 _M EXCESS CONCRETE MO WASH WATER 5NWL0 BE DISPOSED ON RN A MANNER MAT PREVENTS CONTACT BETWEEN MEBE UA TENNIS AIND STORUWATE'R _. WO BE "SC:TNGED FRW ME SITE. "' EUVPLE. ONES C"RD BE MISMUGTEO AROIND ME AREA TO CCVNTAIN WESE UATENNS W, TREY HARDEN, AT VWILYN TIME MET MAY BE PRO^EMY DISPOSED OF B. 6T9TE V£NCI.E MAmvc OF SwIvENr - ADJACENT PAVED SUPE S SHALL BE SWEPT TINY (AS NECESSARY) TO REVOW NY EXCESS UUO, FT, OR ROUX MALXED TRW SIM PROPOSED DNNDY SA(X (CR APPROVED ALTERflAIE) (TTPfCN 9. BNSTARY PDC DISPOSAL- DWFSW WASTE HM ERS 9HOUTD RE CONTRA MD TD R£"LARLY RIUDW ME SAd NY AND EEPRC WASTES AND TO VµNUW DIE FAC TMS W COW MO MI OIWR IB PETROIEW PRODUCTS - Do. GASOBVE, LUBRLCNTS NO ASPHALTIC SUBSTN.•CE5 SUCH AS PAVWG UAIVPALS B OUL0 BE HANDLED CNMMOY TO ILN'WTZE MBR EXPOSURE TO STDOA WATER EDI PVENT 9T01D BE ON BITE TO MAIM AID CLEAN W PEMOMVV SPILL W -4 -DE AREAS OR ON DOARD MAINTENANCE NO MEOW VEMCLES MENU MO CLEAN W PEMOLEW SPLLS LVMEDIAMI.Y, f t. HAZMTUS PRODUCTS - RRSE PRODUCTS SNAIL HE USED IN A SAFE VNMER TO AM POLLUTION OF STOW WATER. EOPPU£NT BIH"LD BE dN9iE TO CONTAIN NO CLEAN IN 9 15 OF HAZARDOUS MAT£NNS W ME AREAS YMVM "ESE VATERIALS ARE SWEO OR USED. MOM NO GLEN UP SPLLS IWEDIAMLY AT TER MEY oc- 12. NON -STORM WATER 0150URCE5 - MESE DISCHARGES WCUAM BUT NOT OPTED IP. FIRE HYDRANT nU9 NGS POTABLE WATER SdIRC£5 (FAI%l), AZ9GAMXI• BULDNG WASHO 1 NN AR COhvvv.G C0t,00i APLOY PNOR TO NY DTSCNARC{ AL 00WlNSlCK SITE SFCNEINATRW ANTI M09M CONTROLS StIOPD BE 414 PLACE MSCHAII E -D ONLY BE DWECIM TO AREAS MAT ARE STA6MZ£D TO LP MUM ERO9CN (EG, BUTTER ZDNE, 4£CETATED TITER S ,% MET NO WTIET PROMCWAW LEVEL SPREAMRS ETC) W "" "$CHARGE W'-5- WATER no. ONTO MMRBM AREAS M A STORM MR FoOBTIO N PRENIITTO4 PW! tIVECDW REPORT IS RMORM AT LEAST ONCE A WEEK NO WM N 24 HOURS OF ME ENO OF A STORU E4EI1T MAT IS 65 WIN B OR OFEAMIL DI£ REPORTS NE ro B£ FLED AT ME PRO.ECT SITE VAM ME STORM WATER POLLUTION PREVEMO N "I M W AD"MW TO PROY.OWG A MWORNY COISMACWI GRAVEL MIRMCE TO CONTROL PM DEPOSITION LF SEUMNIS ON PAVEMENTS NJALENr TO ME PROXCT 9TE, ME COVMACTOR SHAI BE RESPONSMLE FOR TIL PEROWC SW£TPWG ON EX]SIB,O O9-9fE PAVED SJRFACES NAND AL PUSUC MAMI, WAYS CWTIGU"JS TD ME PRBE T-SM SWEERVG S AIL BE DONE BY MINA MEANS ON A REGULAR BASS SE4£RN. RUES A WEEK WCLUDWG. MOST PNTIMARLY, AFAR EVERY RAW LVENr AND EVERY FRIDAY AFMAMCON PRIOR TO CEASRio WORK FGR ME WEEK M 11 15 ME CIXIMACTOR'S RESPOMIMITY TO PROVIDE A IXIIER FRW OWNER OF PERMANEIII "$POSH SIR FOR EXCAVATED VNERIN MAT ACCEPTS UATENN NO ACWOWLEOGES ME PERMANENT DISPOUL SITE lS NOT W A n- PLAN. KI�IW U U a(- L tLWKRrs, Pr., Fb. 60058 C m, LONER PENNTY OF LAW MAT; UNDERSTMO. AND SNAIL C"JH.Y w K NNE MRVS NO Cdt"RONS CF ME STATE OF n091DA CEN£NC PERMIT FOR � b ` I % }V :, STATE OF SFOWWAMR "SCHAWZ FRW LARGE AND SUN" C.SiRUCTION ACMPPES NO MIS STCRVYAAMR FO LWON PREVENTION RN PREPARED IN R£UWER. D�' I YI O DATE %m(h'`FEOft1D;:% U' .1ALLY 5CN£D ND s tti )441OVAL be DAV3 I. ONtXWS, SERE OF n tRoMno I I \\\ B. N /cOVSMNCnOv COVPNTV TINE DATE - Rtu BEEN WBI`A I St StME NO SEALED BY DAM I. OWX NS ON ME DATE ON M. loE PLANED COPIES Of MIS DoCTIM£Nr ARE I ME STCWUWAMN LUNACEVENT UMSURES PROPOSED oN M'S PLAlI SHALL BE cW SDE'RE(, BIIBMB NA SEALED MO ME S TARE NBT DE 4£WFSD ON NY E t,rct, £LY IMPLEMENTED N9 UAWTNIFO W OIk dAGENr l5 AWARE OF NO ErcrR MC CORt3 WSi ASSTRtE MAWIEHNCE OF ME EROSON PROTECTION NAT IS ASSWATED, 1MM ME PROECT DWRING WJSMUCJM. YU CEBMVW, MANAGER DATE; II SHEET C1 2 OF 16 crvvn trenmm - unYnprovad m'n.) I t Cyan (Sea No'as 'a Sea t1Ne 3 t. P'pe bcddh,g mated-aM bench bar l shag be saved rommmn(roan) FI cwnpsdad to -%(93S m roadxayl al the maGmfan d-1, es AASMO T-160. 2 Gonhadm s-9 - gcrushedr t)w eq+imErt ted6.r,g ma�rtal)vR.ea pkabeddsg dons ro1Pe4'-.11 supfwrt(54-Yrq w p' ftt Deft a! ar-al-I to a roof am of 6•, or as needed to F-Me-n -:datg support for Mpe. e plAl--u N. maul shoo tw removed roan W, DMdng on!ass sPac'a)Poems to are apposed by the Cry. d Ercamtetl tracer vWdM et pip=_hm,sch 5p0b atTndarAmska brhaundi yss�rN-iia&.Vatar (Z4'Mp1r.-k,�ta-,, te.) 4, VTalar a, st net e l 't itad m bench F . e, , rsnswct'an. 5. Ppe lrasMll ba msta4d w:ih bel6''9 far5tg,4gmda. 6. Grev°sty sev:ar spat havea6'maStwm rtuk bad. Res�NSeal TaPpIrAVatre� Restrained l,factwtkal� Nast Plug A J>e ln=;t �UaJ. New l.fahJ Sfaross Steal Tapp'nq st-o NOTES: 1. All fo-,es and VSves shag be veer (acted be"ore Lap. Z. M Wet Tep ao Asbes'ns Cement uatar mars 1 Far Va Dar and C,x:ar, sea 0ecea fIR709 Val,a Box era C, Data3. b4 / CITY OF OCOEE ° DET. CONSTRUCTION DETAILS s NO. UT205b Stainless Steel Tapping Saddle and ssc-m GateVtIAbly Waterand Reclaim - DATE Ape82019 SCALE: NIA .Y 21 W4 SHIVER e / Too Hatt of Cover USFE v o 31 1 covery zz trz T Bottom Haif of Cover 3. USE 667-CR Cover � ao 1m r� FWsh Ring Section 4T USF 1307LR Ring Rirw Section VARIES LEF 667 Ring `, �Manita!ecSg (nMrerequ+c-d) Rad Oridcw FeUst Cmrsals Flush Stmctora Ctot, (wnareraqu4ad) H-59 1. Usa Ring and Oaub:a Ca,- as depicted on tMa era& rm large (6' or gmakr) evvf rccc,'Mq maMoy appca I Reiar to UT103 for SUMaM l.lanhoo Rvg antl Cm'er Oay] yr rypkalmanhNaa. 2. For aI.Tts M b,p 'ay-,egat az svAace, use'Fwsh SbudNa Cas✓,ng', USF iM7L aa5o r 3. 6rkk stta'J ba tred(cLy)brick mcEtbg AASHTO M1I714-(b'.Ne kM1V. 4, blanhda pa shatl to Ladared'I t'Gry of O,-a (mp). Saner I-) and Fb ala (k-). 5. La de-aha] have to(2)rten;entrafn9 pit holes 6. Where meJtno!a rang (mooing) N raq E, -erg ehal extentl to aty cea'mg erW mating r6tga modar bad ' t t� DETAIL CITY OF OCOEE�� 1 NO. CONSTRUCT ION DETAILS ( f §q d 1 UT104 Large&ReceMN Manhole Rirg and Double Cover OA7E: Apn12019 SCALE: WA FStlshed Urade flack aM modarwd d"f• fr. ,> .l .1 • fF g et bar ends S. Note 4) _ 36' I.tin'mam Caac-r Venl Hcla D,w,red Jost Dud'o Iran Pjo S�Casting Rpa F.-Ile a`304l GobCo. !a0 / � stEal spar£ra Carrier Pipe and Casing Pipe Sizes (MIN) -� Cartier Pipe NOM. DU` 4 6 8 10 12 14 16 18 20 24 30 36 42 48 Casing Pipe NOIA, DIA i4 1fi 1B 22 24 30 30 30 36 36 48 54 60 66 Wag Thickness -Inches Par Authority Having Jurisdiction NOTES: 1. Vdsn w.sWctm 6 1,9dn FDOT y+dstxeon, -jaoM ram+Mrrenls of Ne -Y acwmnwdatan g',,iaa stag be oral 2 Casng spacers, as apealfirtd In sadbn 33.4.4, of Me moos. may ba I,, by the dty end 1 be subdtad d In Eau of -w skds and Isadrg abap. 3- LargarsMda-barequbad forpya gr- than 24' dan"e!ar 4. "n `e pra"!W, -rg slug aReM 10 beyond aCge of pavement and shall nN to fe. than b be'ad adge of pavamunt m any ease. The' y s. Ford- brgmerra PIP e,IV rlarvraboaresre. aaagaam r en w• o.D. i DET AIL CITY OF OCOEE f 1 NO. CONSTRUCTION DETAILS l 1IT008 Boring 8 Jnmog f ) DATE Apn72019 SCALE: NIA NOTES: I. The res}eht vales as rod: -tad bT te Ra tr fit T.N.- rrcr5 s u=s De2a ergM - sha.1 ae p Rs.a fer -a-9 "Id wrS•ons, and mike ad(ssmtenG -,,fi oly 2 A'I fitCrtgs slsst havo resbatrad Ioba.w,=ss o6-iaamG¢ed 3 No lea , - requhad 8 otta s p.'pa er()t b V... Men I. paa, dra assl�. T.Iao-abma J. Where M r maa fl[ngs are and m-0m, use grca(�t reaW Vt br " m"wa a. 5. For IMme 1W-- Umugh run of tees: ouo;da 6rriG of reairdnad fore, hom t-Doogsna'-0net ba mshahsad tmYu oNwxiaa trxProtad. 6. L-j ss ahvxn m the tab!a have Gaon aivla;od m acmNanra w,tn Ua -dwea lVarld h Tiwst Re=_tramt 02s'9n for Ducts lot Rpa- az pubash J by OIPRA wah the X-o assumpf : VJo," Pressure: 1. P51 aril De515nader: 5M (fiery Sand S.rA-Szf hf 1 Laying C ,err.- e T. For It. -5. In pdyaNy!eae, uaa vknaa given in "art- fin- Ne rl-- by IwA. 6. Far FVa ores not hW d In tFa R-Iat Tab's or ptp material wl adhering le 9Nen cordf."oas, -go ao,,hea, � a..ratne aM spedfy pipe 1.ng xb-steal to aP-. "a Gay. t CITY OF OCOEE DETAIL <sd NO CONSTRUCTION DETAILS 11T005 DI etla loon Pipe ReaWat Tata. - DATE: April 2019 SCALE: WA ®®�©® wnb�v.ith I to �a 24 iAa} R O%pN I Vdve LD. If- , s'. nMe 5) ($ea note 4) FlNshcd Grade I Achrafag Nut w valve\��\/•�// vaha bar V P.rboxl halrasten ArtvsNunt R'n9 b rock rotor vat p" end anal valve b -red on p ra[ng A PP-1 6' FOOT 157 Stine NOTES: i. PVC ext-t. shall not be used on valve box. 2. The actuating not for valves shoe, be no deeper than 24' from ultimate firtthhed grade. 3. Where valve nut Lamore Man 36, Won grade, No assembly shag fnclude canter spadng guide or extension as app-d by the City, 4. Val. cola shall be 24' x 24' x 6' and caret. for wear shall be for of 3,000 to minimum Q 28 days for-,pava- areas. 5. Valve Marker shall be a 2- CO2B-U Bronze Marker or app-d equal and shall mtle to mmein type, sfze, material,rrn bs to open or rtse v ho, and due Non of mtatgn. DETAIL CITY OF OCOEE } NO. CONSTRUCTION DETAILS { Tl VT009 Val,, Box and Cover DATE Apn72019 SCALE: WA 5'{v. Alt, WIwIK C�1 rr��••rs v� a 1 rl Er Ei �r H � w � � U U NOTES: I) IT IS THE RESPONSIBILITYOF ti THE CONTRACTOR TO HAYS THE MOST CUAREN7 EDITION OF THE CITY OF OCOEE WATER AND SEWER DETAILS PRIOR TO CONSTRUCTION. YAW L71HER RYA7AlLY 516NE0 ANO SENEO, OR (AVK+h'ALLY -ED.04iE0 NhD,Di bF11E0 VNIE5.5 N1iH PR07E56M14G R'S v 5 L. aqt VXUjS, p.G !r N0. CO058 R (KENSC N0. EOD58 1C STATE IX' -11, 1 j-jff 2• Pp DAM SE4LED DY 611 nN%G1TE0 HERE PRCiRO COPES 0.F Oo5 DOCVUElTi ARE N0i ,:W(SRXRLD SIGNED AND SEAfEO AND THE SKJ24NRE MUST SF YENTfED 01J AIIY EICCIRWfK COP35 SHEET C1 3 OF 16 Fln�hetl Grstle Exiadn9 Gretle EeAJ \Va>Mn9 T-rya T-, Wre Crow seceon #1@ THHN T2dnq Wko 1'mae. Imm TaP of Roe. ' Transverse Sectlan NOTES: 1. AI Pip, smq I we d #10 TWIN rapper badrg vbe 2 Tmdng Nan sha3 be buA_W dhs.2y abma Ne Var,srerse cenk,ew_ or 9,a Tbe*9 ordst 1 b by caE!s bm'ing ft 3. Erd(s) of aw b ,, wan st be each Nat x#e can be amassed by le,ev'g equlpmaaf assesshg . Wre h a vaNe vaunt or bbN-WF bet W Lsrequaetl Nextend12'my-abme ENshedgrade, 4rans , Us apPmvad by Me CdY• earttJ xarkrg W-Pe InNmNy Me 71`e W ppa sha3 be retA.Ated. 5- Al dreclknal dNr . shall ha.a bca5ng okra a;tachetl to rite MP o(p'pe ant stad marreN, on th Ne tap of Ne µ'Pa deing msb;b'mn. 6. AB sarvim Mxs shaA haw lomtln9 wire pamd on the Pba as 6esmbed N CBy ofOmea data]1112g IYIe VySery'R9CarvecTe T. Atl wire sp?ces ahaA be amPl'rcd WN tntsto', vrire nuts wkd gel w aL be Mad ma3Bae s> m Ue B. Al cn9 wbe b,st a shaA be kstad eM veAEad Nr mnAnuty try Ue embaC prior fo fn,Patamap'an<e ) l CITY OF OCOEE DETAIL CONSTRUCTION DETAILS 4 1 t1T010 pipe LocaSng Wire 3 DATE APA 2019 SCALE: WA Pipes/Mains Separation Requirement Table Potable Redalmed Sanitary Saner Storm Sewer HaAz Vert Horiz VerL Hndz. Vert. He'lz. Vert. Potab!. 3' 12' E 12' 3' 12- Redaimed 3' 12' 3' 12' 3' 12- Sanitary Se rot V 12' V 11 SWnn Sege 3' 12' 3- 12' NOTES: I. Tie laver P n5 Me m'n4rwa separab'an rtqubamenis as dascnpetl b, F 0 EP. nra vF M Flor6i Atlmbustb Cade 62 555314 (FAD.). TI,e_'a s:raramn -I d hat PPIy bet =JOy p p-I UtSty be. sent ensWg.'P pa ed UE3y- 2 Far Ma pwpa d M Lb. d '-d leta,sAaA uru.-d puble a s dented by FAC tTE 10 OH, WP V ned ed Z -b,'. he tad N'--led I hat bem Ceed raw sevaga, end @,a --cm Get krs.0-.y eeerer shot sooty. 3. A,:emedve water, el� as dorm naYr used to hrlgaCcn shag M cpns'darad redeNrd Hater for se -%a mp,Gem=sts. 4. re -el -tli tlmbece measXed kr be w� drr=n . dee. ppo'maln, andkv 6. Conaateen mP'p Jmahe" ur Me sepaaaHonaims IP. 6. Wham ram- vet J seF-Wa from mHbH xa's caru A be ecfi'eved. Na se oI ere hd Ra V 001 M DAP. can:=rc+] at Ube uosshg s1 b be F 1]. M,mill.es shall be MWJted nM xaler 39 d carer m�sr Ne lop of pipe. Coin shad be measwad wdh cwrep.oriuMe yx2V, b ehs!va. 36' cmem@z. B No Fdave P`Pe may pats Nmu9h a en'tary saner sbuda,a PmatmNon thrcvgh skrzn sever must M appmred try Ne Ciry end's aWect to spacGl mntrfU<1Wr,s aid matsnal3 CITY OF OCOEE CONSTRUCTION DETAILS P,pelllam co'rr bard en NN m:�I r•=*m:m Sae Note 2 far (aXaMg slid and ade,Mun. PIPE LETTERING NOTES: - 1. LeXaM9sM9 be per the A� 4'laler Wm AssoNaGort 2 Lea-HM anti beo13'J' M h=4te end d A be be fat,, vp H hrstaNed. µfien a,. pea 3. Leo moat be Pam>w, Xnbedderl Nea Ma pye'matn,,KK Palled d s1ewYN. . d. L'e;tedy shah baWmntrv6ng mlPrlo pps4nai, Nor. Pipe hlarWe (LeltetSwj N.T.S. u�nlbal us+,lr�nl uc,.',Vml� v D'amck-r=2.6'W4' 3--Ta cantered e'mgNa HP P.H.f piW, O'ama:ar=6' N 16" Txv 12I6' TePes abn9 bath e!dss of tap haY of Flpa. um Rrxl in a,.a) ,pl Dhme!a-20' and larger Three (3) 6' Tapes abng Iap and bent s?tics of Np hsfaf Fla. %V.,WNTapp N.TS. WARNING TAPE NOTES: 1. Tape ben(same)wHV"mW- ma 2. Tape tea-g shed be at leest 1' h hNght "' no 6 aces Man iT N sparing. .1 w,*.g tape -I erteM totalt uffi ofP4,e. Oe C CITY OF OCOEE $ DErrdL NO CONSTRUCTION DETAILS UToti Pipe identification v, 1 n VYeM gTepe ,ApS ON Apt ml: SCALE: WA ) Sri Rasbaheng OtiM DIP Fd[rig OPE Ps,., HOPE I.0 Fd'ir,9 Epool Plain Wetled b HDPE (se. Nate 3) Han Ethaasn Steil PiFeG pEep=.a[m hW, HDPEP (see NCe 6) (wee Net. Note 6) PAJ End Restrained End Section V'-' NOTES: I. The dsL=3 shag be wed wlrs, vmr,asY 9 dseclioral drTIH sec6ms ar ma'ta loge9,ar uamgval,'es, a'aerea, fdt7,gs a appudenanms. I. ThH ht 9ed N the w fns. 3.n "ben, li-I be manm Mousel vJdrsd bury ofaportion of -- -e:Ibl-alb. U man, mnbacNr mays b, wa d.wb, End n .1 bee . 4. A stehtasa stall n4fimar N raqul E on Resbab'td End o! cm„ttdon vfien M Hd 5. SP. aol PlePm Per e'- or am,md m ofbets m_ry use a".arna;,v 0, be n ma!eAal. PeLmee,l (d eppEmhla) fw iM ebamadYa maPAal mah shot M pa!d @,a replacedFay item 6. Gbeh ap Gebraen mains M. mnnecRn9 xth a slae:e shag be no greaar Nan Z.V. ]. The Mbm,aSon end req,ve:rr.-rds In tits decal are for daecGorW dri=1 mnnaRom, only. Forattrermmac6cros rekr to other ClM dc-1<F3. P y �' CITY OF OCOEE 1 DETAIL N0. CONSTRUCTION DETAILS t y - i 11T014 Direction W1 HOPE Cpnnedion DATE: AP 12019 SCALE: WA lt�. Onl M'a In Vatix ew 3'JI lrm,aP Prm'#z wz ccRraarsbMd � amp nSe n-H,TJ'ot ec2ss j w.d a3 esr.: ttlnA x:m 6, - . Mr ' ato rHrptsraW� NOTES: L AA p'Ps sh17 be N$Wrad e' # f0 THHN sa'.d apprr bedn3 Tachg vdta must be - 4 by j et, a the pipe to a canN ee =1 2. -'g okra shad mzr m ma'vc Pke, bmnd,as bhe-ng Pre hldrwta) . end esn'xe mnmNons. 3. TacS:y eatentl a mn3mwn cI 12' ebmre 9ra4 of mWXad N dN d vafre tds. 4. Trad,g Hibree1,shall M m'E+f ant pamd N a J3lva Ma ant ehaA M eaary a c=sslw. 5. At dead ends N msMs, p#a, er,Na serN.m, ge baring ndre d C be Ptamd M a propc+y IdentfiM est iron sx+e tw (Vahm ep. vnd Carer ONaA lfTp69t ArL CITY OF OCOEE 4� D NO. CONSTRUCTION DETAILS " § 1J7012 T.dng fta L-r n .?+ DATE ATM 2019 SCALE: WA See MsnMH (I ConrlecSon Delaa o^ brveA eend, r _ Int@z n-nbe'a 1/ J, IC_S IPra�rer�5' Pre-Prined siza be JJ4YT rvNhb.P mod h!antltitd��f `aped Hd,a dredan al Baia Baw ntih slvnwJ Wall Joint Section matehXy pYw eam=tar Invert Section h!aMMe Fong and e'er Sea Nde6 fo1�1/ �MaAarN Rng '!m9 Cm:er L Adv.lNW rarer walla + ,�_-0a� wnh 2b4 mutate a( BOW,vJ I we'ae tle arW��.LL :i OvIY-0a olW is 4 5' 1 AOe mthine q ants he'gtl of Ppe g 6'1 vF d112m1 d tram' -.a w rs'�.rn. R ck E dda,g 6 TttG C Ens„tlb,39"Ea)rn,d F1:ATab Manhole Section NOTES: I. TNs deH3 b fb pmcael s+ardaN and rec Ml sartltary senv manhea . 2. Seve,ma'nsb,. mnnectlng te Ne m-she!e-rangefrom6'te2vIna,ameterantnotb- than2' Uom IMeafbeaemmating. AA dJlerek%shn9 reQi� sepraak deignend approat 3. An marMa:a xbare any hrrsA Nlo @e mxnhoH escaeds 1B" shad rsgrre a tl+cy mnr,ecBm (See data@ Ur1 O2). 4. ill. Ae c -,k' and anon s1¢'I be e-E V.a w,v'igwad. Cone Uenailrm stall range tram iB' P.3B'. Con Vn mn9gwafon shah requhe µrNen aPFmr� Uy Ne Dily. 5. Recet,br@, kvcanaln mm,ed?fl ant dmp r„ar,hoa shaA be mnBnvous:y 13sd welt an appm A+rer on Ne City W Gmeis Approrc-0 Makrats llal at a rtnF,arm of @O m1 grd:,,ms. 6. a-b mshg,e end te'b ".gmar. T, M.J' we en tb be .eb- N,g ¢haA ben b,,eP to Might Wn60'. A M1lantwLa -ed to be ssl IIJ° ebv.o arA rratJin9 anpa FaremsM eM shaild be sW al grade unpaid areas @. Atl soma ham eWckra 1pt,tn, pipe mvecfbns and Arg shag be 1Yr=p'dEeakd. DETAIL CITY OF OCOEEi4 NO. CONSTRUCTION DETAILS UT101 S,nAary Saner Manhole g �... DATE Apd12019 DN T I.ME RESPON9RllllY OF 1)1) IT h THE CONTRACTOR TO HAVE THE MOST CURRENT EDITION OF THE CITY OF OCOEE WATER AND SEWER DETAILS O PRIOR TO CONSTRUCTION. rO V NOT VAUD mm ETMER ma ALLY E.GNED " SF.LLED, OR 0.4,QNALLY S,GVEO. DATED me SEALED N11H PADFE55'Ol4L ENGNEFR5 SEAL Mow. V5 t. TL DUIXWE, P.E� A NO, S005fl IICEI)EE HO. d (rI I '(,. 0'', STATEOF DATE �i: fi PRVEO COPIES OF has OOCUVENT ARE NOT CDVSeERED schla AHO SEALED A.'N THE SILINWE -T DE 4TR3rED ON AV EtEcU MhC COPIES sNeETC14 OF, le Precast hlanbcLe -�� wall( send Grout w:ih HTdrauL ;�t Ras@MaN Larvecbr Cement Areeid Pape all B]Nmtnoua Cmt a_� Erposcd swluc Cm 1) D.I.P ) S. S Pipe Clamp PIPe Connectlon for Pipes Less Than 24• Sedlon •ti lAanhde ^ _ ' PVC Tee sae C uw_dkn I" fnpm B'.h Abm'8 He -I Deuas (Tro) I-Ha's IN..IN2) nPrye , I comes PIPe EIwT m p 1n emro l sp�arg one or P=aroTapm n-�^., Tt eaom slab and 6•,k,n,a Pipe r ..�----YL_-TLr. PVC 90 Farvg O gln:R Standrd Droo Section NOTES: I. Far manhda cvxrs, I. UT103 Ssrdmd M hole Ring end Cove Dahl and WIN lags & ReceVrg Manhde Ring ell Ovub!a Cvrar Daratl. z prop Wpe arw rmMea anal ba I-.0 he and maeaa M tha W--III, 3. Tna d,op mm,amon Pmwdad attire D I Med te ppe ene !sae b+an 24•. Al-IM tleskgn most be sPpmed by C3y Por T. case equal e, neater then 24• M di--- rop conredk 4. An— dn b r,Vlr le, al In6uanl r. tW or rnore atme III manure Inds 5. B.W. 0ea0an of drop 3i be 0X aL.. em-t b,- L� DETAILCITY OF OCOEE i n NO CONSTRUCTION DETAILSei 1I Ui102 SaMtary Sewer CGnnacbon DATE: April 2019 SCALE: WA rq H)dam OparatSg NW HxefMzzle Pwrpu tbn's `F drg finest ' AAarMum 6'Ckarzr� Betnren FMehe1 / ts•r.m,. Ahma Flnlshc-0Gaaa Garth end P.aMm G! V C r NatpHan (seeDetairnaog) � a '� �� cGmpaead Nazk,d �i r4J Hydrant 24• AnrhpdnO Tae ".. •_ ._ ,. •. Y •ea�Ient Seal Gala 6'6add'n9 Pork veh-13. Isea Dana mboo) Nola: 1. HHye Ae Wafer, Hydrant shag be Pavdad IP-I,RetlrivncC tlnW!a mat artamal plink cdrn p,xp'e 552C. I. ftr�3 CITY OF OCOEE �1 DETAIL NO. CONSTRUCTION DETAILS r MIN Fua H),d-tAe-bty DATE: April 2019 1 SCALE: N/A OSF,RrER e -"�-- O�Y®r" Cover Sac6Gn USF45-1 Curer Covet 32111 3511'e �L 24' xr Flush RInR Section USF 1295 RIM, RMa Section USF 227 RIN VARIES \ Z'• �-ttanho'e!h� Rcd Brkk ar (vtieerW'd+Ea) Rer35t CMuero R- /( Flash Casti,w M1fount M1fanbe, G.:n9-/ ' IxX�re raquhw) Standard Casllnq A1owl NOTES: 1. Uae Ring S Covers DctA as dap!c'sd on t h sheet for standard r ov. appeuaEons. Rss, 0 MIN Lags &Rees-.ing Ring errcl DOabk Cofer Detag fm large(6'org, 2 Faaw'1htanopd err'rxahMg at e-m-s. ue'FlM, $MCg, UaF gI RIV. a e•kk al,al be salsa raa(dav)bad<meatSg AnsHro Nil wcmda M1nv. 4. Red Brick or 5. tAanAoPrscaatetieed Rserssbaurdnotexmal lcur Wra's. h LeXeed 6tl shag bo w:.h'C'ty pf Omae' (top), Sener (center) wtl Florbda 6� rMaMde rrcla chat be" Mo (2)nonl>araaCng p'ck hc45. ]. Ylhue manc�ia FnMg (mating) is regaaad, meby slut extana b deg -lI ana mama dnAe madar bad. e t DETAIL CITY OF OCOEE fi p i �al e j NO CONSTRUCTION DETAILS `(..r -_ 11T103 Stallard Wrthole 1 Rllg and Cover DATE APM2019 SCALE IVlA ; ^y Q ! Centar[re ResCzntSut TepPIngV 4a�est Piug Res4a:nad Metivanlml� ', Ja'nt mra t.1am 0 a s-Flange �I,U Tepp4y s.'eexe NOTES: 1. A'I S!ae;es and VeNes skins W ester sssd hz?ere tap. 2 h'o v Asbestn tvralerma'ars. 3Fvet'. N,eIand Cv, 1"0roUTg09 Vatie box end Cvmr Crory r, DEraL CITY OF OCOEE NO. CONSTRUCTION DETAILS 11T205a M1U Tapping Sleeve all Gele Vahro Ass mby ( �� I ureter snit Redam DATE: Apn12019 SCALE: WA Vanes Vadas Let - vya Wan e,ar, n s warr. m SGe Vadas 45' B+nd (Sea Naa l) c�j..�,.__ DOMra PIW %Il- Section V 1 NOTES: 1. Csanaut (eheI h-ee) bel be M Ws by - betide m amGmaneGx abmmte-P. ,t 2 -. �dnOubasdosef the property Fm a5p tile, e. 3. mvedas I, latsral t plh amar aewe+main be!o-Np arw. 4. Tna mmLmm ta,-depb ae,e9eo-edV Wass eefaa. 5. San`te Lst�a'a shag Ea a mrtM1num or 6• be Me-, GIf 4- to thI m re -ei ear.;m Iataal5 snag be a m'nnmen or 4' m Ins dgMo*-1rey aw tren e• w o-o sev.� man. k10 THMN TacMg UBanah Brass Nmrr \Yvabh!ahh Vse I1'x 3l4'x'J4') \ •Angled In Ccaor Msfe�UpryM ` Curb Skips et /-curt 6rop Ells a Ham 3 �oa Exmss ^PdyeYrrlenG Tracing Me.Double Maki PA% B. and Water 0.latar(9y CAyI e htau Double Meter C-fl,.don sox ana \Vale, met (III cry) - SenA. V-with SMI. Meter rpuraeon step (Ford F1INx1-0NL) IN Fangs (nrnmasy open) AWWAType CC Threads 1 T. mee,,bfy RID THHN '� , Tmcnte b M1faftl+ I.- Corer Servsa br4, 5' �8-1 Pe,,, y, Doub'e Sl .p Water rAam stain!=_se slag s dd. iappinp Section NOTES: 1. A95rngs ski h tmasa xlh mmp:esson-pack ldm type mnretfans. 2 I11 servke I had encstl Pr Iwntru•e ureter a dn-y. 3. tAa!er end of seMm chat tamcnas xmh cnb s (90') kr sng» servze and dual Wrn ana snips (BPjkrdual sen"can. 4. llas,Ill of serves shall LmnWs 3' pz4 malai IomlMr nhera sense chary uMesa freCed oUerni=e, eN. b 3' above T4d-g 110 - Ii dhs tek.. rv�aticn skin➢ be burled and locales elm an Y x 4' x 4' paMsd marker, sske Gr markus,b h III At to ba een'ed. 6. Canasta curb aXag bemarted (ssrrped ersaxcue" '. MmtI senior. 6. sNvW cG a4cn b dre mahr sAail use epprmxtl sada'a, antl Fppng o(naM chutl be br, a memos xna<a a sacs mupm m remaed. 7. serves Mstal5d pwar6n'_mea ar easMy pawamam enaa bemaanoPay arced. S. se�rvYa color eha3 e�eMrsadde)msy be usedrnOvcNa l+on Pape. hk eater and P'nL+e (magens)brreda'ned xalar. DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT206 W.fi, and Redalm S.M. Connection DATE Apri12019 1 SCALE: WA S 5 W C a K 3 3 L- h Iri v�i a � o � Q 0 U O w N Z O W v) H N U O S• EM 1) IT IS THE RESPON9' TY]- [ THE CONTRACTOR TO HAKTHE MOST CURRENT EOIRTHECITYOFOCOEEWATER AND SEVER DETAI MOR TO CONSMUCRON, Q) Qj wr AND ANp SFAL i:O. GmDv au VK L. DLVNWB, liF. n eaENSE Av. acose*t o- STATE OF RIrE /. SC...... Y. PROi£S6N#41 ENGRKER, LICENSE hYl. 6006& Ii¢S RFJd NAS BEEN dfdlAlLY SKNEO AND SEALED BY B4AS L WA'W6 ON i)tE OA,E C(Q.YA- HERE. 11 PRARED LOPSS ELL' i+n5 DOCWFM ARE NOT CONSNXR£D SKNED AAVI SEALED AN0 IHE E LECNR RE MBST vERti#U av arc ELECIRGN+C LOf5ES SHEEP C15 OF 1B ZNOT W oarn W4m t? Put}. Pmrat. M � � Ir%i Vfatw N,.Nr w:N lA%U� FL+ngetl Fig addlox prs+eMxr (Fle.lNt Raeu Un4) vann IsN b Vatr¢s vi p was cl,ax Flanged Crab stop aM Vanro Bach. x A�¢emay s.i _ o z m aa.wdarcevsh I Z P—Pwa,eebymaaty �L ra5lcaxfTrpJ cave vane osavca!e vaea CIL z0 (FLG) f2 Rega5ad) ypasaB JMory UJ From .,*red Seal Square Not Gat. Vah, T. Tt dad UN- Plan Vlew Assemby {A N Ma'r, (Fw Va:'+a Bnx and Corer sae Owes Da3d UTO09) BWcMe UTple rnP.) (2 Reavixd) BY'h sDeh.,tlw A7 IJ 2'aM Laraar Sarvke A1a:ned By Coy aZ -O Putr� DO Pm(a4n CrrR) c +' 9;A B.M fi'Cenvete SWb Ftni;ired Gorda Z (2 Rcgo'ratl) (25OO PSI Cowefe) 9g'BaM Q M.l.r Bo Oal. VaA BarMWx Pa•: enNf Flanged—o sc GOnV.I. MP) o SuPp.n 16 ixx MxU (Flaxlkt Fmm Main CA rae..alab.M To s_rvka ,+ RaS Una) —r r� ts2/Raa,,,ee) wd /��/��% \� \• C«�-et-CPer �//�// x\ � w V /' // �. v \ yr ana cw'aeb slab � A�•` \. war Fl.oxnu �\ \� BO' Bene (R!1,T.IJ) N N N F i a y /, ,i, o Q Form R'aM Profile Viex To Barv'se craea \��\\% i NOTES: 0 0 0 ar Y Fran \V tw 1.4e!w To 1. A9 pep. and fomv 2' and -m w.had Ee bursa W EWrLae NOTES: gEd Brass Crab $top U 1' and 1 112' Sarvlra 1. z nme . Cot as<embly ¢hag be ainad and mambuwd try U. Pm'Y-M oxnar. W snag owm and manta» ore meter. S S S NOTES: 3. lRnty espment she mm4mrm Shea 6e fOk tbyt5leet. 1, l4.anidXU shag ba in accordance vrdt M..1, ro-rho sYNm w op.,a 4. The mn0—eha'I mnlact the lnsp-xtorbresact ass=.mbly ler9N aM hatght above ba xab aqulred tar Ne tloub4a Mayor tl,aNt vane Cl p CT ut axdf' assamhiyNbe da.ta".edb/mnbx!nt, A9 p'p.. Tffrgs.aW aPPadenanr�s 2 2 2. CAdPnW tle, TSI, be par ga CfA, lyl C.rm¢ction c.m m 1.lan t F � snap ba msrosea o-/ tn. wnba.ror. O. Cpnrracba ¢hxt ba asporabte kr eapplyln9 and 4wta:hg ad rvtarLsls, watw 6. A6abaro rPouM p'P. shKl ba M1-urged dret'.e imn. 3 3 fi r, and bz kAax Fmv+artkndcvice. K QY s Q 4. Al py.a, Fddnga, and and va•xs as VA'� as po— shay be gra r�ConsiRtit 0. PwbH de!ectw check vane assembly b ba appm A J by dm city pbrto y M Ina ox,nr. AS ppm and NGngs hd -%E as Pubic wM, matedal no[ h,mra5d parohase w 61p=plg M. t i 0.W snag be bras. wamaema so Pvc. T. erpaes rev:. vkn9 sn rba ant; Ad S. 1'mstar c.rrSgwaEon abet ba 9o'eng'a ca+b ¢bpxiN ma:w nNann.cGai.t 12' zi O O ahatl Da 90'argH nab ¢rop ail rrz!er-on ann^ Jtl Q j O CITY OF OCOEE asf CITY OF OCOEE +1'� k 4 a('J ES a DETAIL CONSTRUCTION DETAILS ( r DETAIL S ``" i "� DETAIL CITY OF OCOEE NO. ry0, CONSTRUCTION DETAILS 1 : $ ND CONSTRUCTION DETAILS c n N Z p MIS) Cornmxd.VAluld-F—Ry t UT210 UT211 Meter C-11w.don - Reduced Pressure Barkflav Prevent. Double Detector Check Valve Assembly DATE: Apn72019 SCALE: WA DATE Apr82019 SCALE; NrA SCALE: DATE: Apri12019 NfA C�7 vr�1r^^ H HydrW lteNr�Z B= .v Prevent=r r IsotaL,n Va:ve fW� [E4 q Trs1C.rw TUNon�B^'! ai TMaadaa o-ppb ��/rr Nx1'TEE able Alan Box (v^.1 r.� 0.1M PSI Preeeure Gauge iN 1• (baffa ra�tl) �y � [Lr vm. vale 2 (TYP) verve fw a /2•A'n taslaM Fm'shee Grx4s I6'ALu d's n Valve Bax ens Corer 2'Brass CoapFtg tti W Fna can3 `` amr,.rlron rlsea uroo9) 2'C.rp.atbn Vahe B.xand Cww 2'Plpa x•T' l O D.b1 Once UTOOg) B 1Corp S., '� -ati�,• =-1 Ne•,r1a O 1r�fan TIa N•raw el,arb a. sera txelr>a.c4y.r RnabaM P,pa Oaea to be pm triad hxdny z,J,aNs Va,a 2' Earv:ca sadse (1 YP. hag oP'm1e0 by C:y ptOw=e P.rswml.n'y. ntl Entl CaP 1, NOTES; F .mobs, 1 t„f ter>,dn 2' errd Nx I) 1TIS7RERCTO HAVE OF NOTER: g THE CONTRACTOR TO RAVE 2' B.'o. Polrz"Jry'.ra THE MOST CURRENT EDJRON 1. Pvkie temporary P"Pe supwrts as req ietl. Tappan End CeP P¢o OF E1E ICITY OFOCDEE all z 0o nor r ga:r-,r,tzea pie a• oars. -codas. Poyemraena pie an m u�d xn1, WATER AND SEH£R DETAILS b, O apprvrJ by the Gry 1•Wass Caryrn F'RIQ4 TO CQNSTRUCR0.V. O. A temDoruY lumver arvrechan k reP trod al a8 comracdons baMeerr eds5ng acLve water mans aM pmp.saa rtE.v xa!er na'm ImPrmc're,Lc 4. The dela9 she t9 b be used faa,g airy nax waSar main or arty sva (rwn exJsS,y acthe -I, mans and !Or., F.ushh,g of r%„v moms up to g' Garrratar (Z6 ournwE )aM to,, bacleriWoglcal amnP'a. S— Crns. Section of .ny Sze. 5. The Iwnpw mnnaci' 1 ene9 to me'ntaMcd untl after W4. LoJh'rd te.[n9, and dnidect`.wr Pr N. new—, has bean waessfu y romFteNd; one tlea2rw3 kf NOTES: use hem Flw'da Oeparlmenl er EmfrcnmenL=l Frofx+dan (FDEP) nM .then pertma dfit as has teen r�-r�. L Al 01— and fittlrvgs eta] be srh.AAe 40 brass w erlutra'enl wi+h S. 2 find tatigs used kr wnrrec[pn of tlw nax py b the exNtirg P4. sh.A be IlaesdW (17PT)tanls exceplwhera den.t� otherwta. NOT VA . tnnF55 C1 R `X`TA y 51WfE0 dehJec!ed pdprto Insla^atlon M acardancewlN AVI'!/A CBSI, 2014 ed'en. T. Sl N w A, ¢ YR'an of the man b be tapped end the hjppi,g sadd. 1A, 2 Ina n�,'�la snrvsm Pr.,idadaaWance wNh cry SxdaNs fw AND SEILED 1!yM PROI`E gVW. EIICc4£ER5 tL ine Y—I — =Jeep 'a . eowmanbv. damn -,o gat RPZ baJPcx O. Fi re-ba sh l be in aanrdanoa v+dh City Slsndare DAIa Ste- ��` UToOt tw PVCMOPE P'rpeo M005 nor OUK'e Icon P'Pa. pa;ene.n ears nor. ba.n is e arw I, m 9we wanng «ear az wa ana .r "111111III1111j tilt�aaw,. -\� 7S U e. An m.¢laeawn ana mam!.n>nA m Nn Narm.rwv hanFa mn-1 ana a ms.c±a!ad bzcl9ox Fre,endons tlevke, fitC'ngs aM v3:ez, Al. rJ,a9 W_ 9re �� rasPotibtTyMNe aMaCrn. a —NSE NO. 69a 1%• NO, 60088 PZlljl� „7J0� STA7E OF DATE 6IXWllLl SIG: rf0 INS ,FC1k��%''�, 1 PROFESirONM1L iNWKFAOv jR�4 �•',dt;tua` ( � `}• SFKEO � MV5 L.L. P,.Y1aN5 ON iNE 6lhV1E0 DETAIL CITY OF OCOEE 1 L t '� �`�d nru'rwrzo HERE. CITY OF OCOEE ) s NO CONSTRUCTION DETAILS t` DNO. CONSTRUCTION DETAILS h 1 UT2I2 _ d PRWTR COP1R OF vo�AND OBE A IRE !NT Tem Jum 1 _ _ UT211 y; �OG!♦SJAoSSGNR AND � AID FNE porary per ConrleabI _ BIax OIFAssemMy i /r,. "• EL[CrRVMC C'OPrES DATE: APr12019 SCALE: WA DATE: Apra Z019 6CALE HIA jl - SH6Ef C1 6 OF 16 (x4e x 1113 ®°k1619 £TIAmn1W PARCEL 3 xlrzs x,ll X111 BOUNDARY AND rDAc�er oi'I.us xnzs / P/h yt xX •' ` PARCEL BND 1' IfiW P.iC TOPOGRAPHIC SURVEY SiHMGMYi) `_O Qim 5/a' &Nf Rm AYo GP (TOGETHER N'IN) '.a I.tl 5°r1BL I.6' b6T 420'(D)) \ " / I xlra z1 wµI.e PAST N89'31'00'E 37&60'(C) DESCWPTIIXJ: n d ea o rlas xllae / I� .' Ir o 19 r Egs11 IOSW'rPAR- PARCEL 1: 0°'`� ep-nxu r ©poT+z ____ y�m w.x1z a»0 BEGINNING AT A POINT 359 FEE7 EAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST f �' _______ _. J Q WARTED OF SECTION 19. TOWNSHIP 22 SOUTH, RANGE 28 EAST RUN NORTH 578 FEET 70 KITH) ` THE SOUTH D+IE CF THE FREDAAN LOT, ntElICE EAST 1os FEET, THFN(E BW7H 578 FEET, _ i"'lu-EIAe THENCE WEST 105 FEET TO THE REGAINING, LESS ROAD RIGHT-OF-WAY FOR COUNTY ROAD, P� Ze l9 Y Y I --��\ I GP srAsm to n]a' xr Irasa' LYING AND BONG SITUATE IN ORANGE COUNTY. FLORIOA, A/W/A THE EAST 105 FEET OF THE / �\� WEST 474 = O` THE SOUTH 578 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 4 ` �./ I o I \y1 (LESS THE STATE ROAD ON THE SOUTH). x,lzs x,14< A • '' $8931 OD:iV PARCEL 2: a �x -- m,9 1 1 I THE EAST 105 FEET OF THE T6E5T O?I FEET O' THE SOUTH SOUTH, FEET W 128 SOT, LESS X rl �]S 11 i �+ 1`111 I 11 I I'� `X 11r.1 I/4 OF niE SOUTHEAST 1I4 OF OUTH, 1 II TOND B 22 SOUTH. RANGE 28 EAST, 1E55 OAD WENT -OF -WAY O! 1HE SOUTH, LUNG AND BEING SITUATE IN GRANGE COUNTY, FLOWDA- PARCEL 4- nsz 11� ' p $ 1 I I 1 BEGIN G A POINT 969 FEET S.W. OF NORTH LUNE OF SW. 1/4 O'" o. 1/4 SEC, RI TT 22 m.az R 1 g 1 I I S. RANGE O E RUN RIGHT OF WAY OF GSAIDR RIGHT O HARD R0AF T MORE O LESS OF 1 1 WAY SAID ROAD, RUN 1HENCE S.W. ALONG SAID WGHT UT WAY E FEET MORE OR LESS 70 POINT WERE LINE E OF S WAY TURNS SOUTH; THENCE 0 FEET, 20 FEET MORE TH AST TO THE PNDERWO DN£ . RR MURRAY, THEN EAST 420 FEEL' THENCE NORTHEAST TO O.N. UNDERWOWS SE. CORNER; THENCE WEST TO PONT OF BEGINNING. 70GETFRFTR IW7H; 369. W' I 1 I art ANre COlMEHCE 474 FEET EAST OF THE CU7CORNER W THE SOUTHEAST 1/4 OF 474W' 1 I I ( 1 1s SECTIQ4 19, TOVNlSEP 22 SOUTH, RANN28 EAST; 28 EAST; IETICE NORTH 578 FEET TO THE 1 SOUTH USE OF FREEMAN LOT FOR A POINT OF BEGINNING16 • THENCE EAST &6 FEET TO 1 I �3N3Y 1 THE SOUTHEASr CORNER OF FREEMAN 1.0 THENCE SOUTH 38 FEET. THENCE WEST 1 WC llu I PARALLEL 7O 1HE SOUTH LINE OF FREEMAN LOT I6116 FEET: THENCE NORTH J8 FEET TO / I 1 1 lua X n 4 THE POINT OF BEGNNINO / yry x1, �3 I I x 11t91 ,5 THE ABOVE DESCRIBED PARCELS CONTAIN 3.548 ACRES. MORE OR LESS Xnv Eat Ire I 1 SUR1'EttMS NOTES: 1. NOT VALID KTTHOUT THE SGNATURE AND THE ORIGINAL RAISED SEAL, OR DIGITAL 1 I I 1 SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PRINTED COPIES OF A DIGITAL SIGNED AND SEALED SURVEY ARE NOT VALID. 2. LANDS SHOWN HEREON WERE BENEFITED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, ORDER N70. 7514922. DATED3 4/19, FOR RIGHTS WAY, FASDAETNTS. MATCH LINE —SHEET 2 OYrNERSHTP, OR OTHER INSTRUMENTS OF RECORD OF 3. REVISIONS 00 NOT CONSTITUTE A RE-CERRFiCAPON OF THE EMSTING FIELD CONDITIONS I I U ffi I OU 1r / • srn OF TES SURVEY. I I 41 fi 1 I �t � cal `{ 4. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH UNE OF THE SOUTHWEST 1/4 OF Iz1 M Q 1 / sGsnv.LL NNE Y'AIFR Nat THE SWTHEASi 1/2 OU SECTION 19, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING I o n MM P y I LLQ N89'3f'00'E (AS9 MID). 5. MBE OR PARCEL I CONTAINS 1.212 ACRES MORE OR LESS AND PARCEL CONTAINS 1,212 ACRES y I Sg5� o/y/ I9 LESS. I �� ' \ 'Is] &� i I °ANIa O® 'Jaai• � � 6. UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BiF11 LOCATED. I o & o w -tines' 7. NO INTERIOR IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE INDICATED, �a x,1aa a OTHEUTSIDE LANDS SHOWN HEREON UE ENTIRELY YATHAV ZGNE X (AREAS MO. 12 95 TO B, W 1 s'8cN K]� CON' UN THE O22 ANNUAL (PARCEL 1E FLOW) ACCORDING 72 'FIRM' MAP N0. 12095W220 F, CON' UNITY N0. 120179 (PARCEL 1) AND 120185 (PARCEL 2), DATED SEPTF]ABER 25, 2009. I I TOP-It19a' Ft . B. THE ELECTRONIC FILE FOR THIS PRO.ECVIIW IS THE PROPERTY OF BISINMAN SURC AND MAPPING, INC,. AND IS NOT THE PROPERTY OF THE CUETlT. I I aI M3„10. PARCELS f AN0.2 ARE SU@.ECT TO A i&W' STORM SEWER EASEMENT PER O.R. 8997, PC PC. 4329, AS SHOWN HEREON. I I 1I. PARCEL i S LLED T IL 110.W' WA DISTRIBUTION EASEMENT LYING 5.11 AC EACH SIDE OF THE INSTALLED FACILITIES PER CIA I0739, PG nor ABOVE GROUND FACILITIES I ARE SHOWN HERE= THE UNDERGROUND FAC/LIDES HERE NOT UETFRMHNED. L- Ilr:sa. _'. •' CS' 12 PARCEL I IS SUBXCT TO AN BLOW EASEMENT PER O.R. 2321, PO. 324 AND OR. 8316, I %�rn''«'E i I fiifi' za7 PO 1662 AS SHOWN HEREON C). ® ° xtP n1z Ins X ( ' YeM. x rfl . 1 SY I I \I o1.ssx nQ rn X rid' LtmND/AeN?RENAnaNr r au swans Anal .wanr r,csccv Tuv sE us© I n:e I {aa CERTIFIOF. TO, FOR THE EXCLUSIVE USE AND BENEFIT O I Q 9.a r1 II Iv as n TREASURE TITLE INSURANCE AGENCY, INC. o a' GRAPHIC SCALE stl N® - 1 \ ,, T, t FIDELITY NATIONAL TITLE INSURANCE COMPANY 865 AMERICAN WAY LLC J Io w 6e Im = - I I \ m RALPH C. JOHNSON AND ELIZABETH A. JOHNSON6. I 6mimil na s1 IEf a I J6tl CITY OF OCOEE SHUF7ELD, COWMAN & W1LSON, P.A. TIT rvN 44' a !-(VnL .y I Imh = 50 }L w �R � �ps+( vuxu a.v O \ 4 \ x nzz y sra, m. 0 O < I Is I \ .AttPtEiHEVAnW AnA Wd 109.atl a mrry I n] �� 11a Xrl. SVT 98Y n9V WPi <fAYE T pO © aorn ua J XNIA] ]3 J 6A9 A �yryl l8 9wA �L a{msvu1a 2 Y-fqgL 6V I ia9�.�``r 1J i� canGtER l6lnnul. �_ Lul / I TIED \o �Ir]A :"i �'...~ �, , .:". N.A •" '-� '+.. ��11 fi15! �rlk YciS'Ba%ax\E.4T A I0A58' � kA'�IG9.18' �a—^In � wm ao ar vtl,c S 's\ iRal Yl'F.4 EA• T 'W1d r r113.�— '�sw[m,t ,�®warvui cnrt.:x vuw_ u n 1 Gh ` ra19 A �'•. n 5'.cd+aJ7'c - `ifia Nu;A N,l .. . r>E-ar Ir 1'. J..• s ,Nat° vs nn]s 11x s tvlPiE2 nito.xA W/LL urw ear � cau 1 ar rleef SET 5N8" dtlt N[O A40 siE HAVNM% /, I ASW.V.T R°M CAP SNdPN L aY]{' ASNALT NOAo I STIYPID to ]E]{' _ �p ' aca wn u _ C) I Q N 41E 6ThAedIKY FE n WY AJm a3X'ixAV PT®TP{' 'a®: 06 SOUTH LINE OF THE SWTHREST 1/4 CO' I THE SOTTHFASi 1/4 OF SECTION 19 P.O.B. PARCEL 1 tl£VAndI.ItT.r5 I '�F ° c m < -0 or ^ m V C) a) EAST (D) N89'31'00•E � WEST (D) 14,W' s p W 1,89-3100'E (M) 474.00' , If STATE ROAD NO, 50 — W. COLONIAL DRIVE - SOUTHWEST CORNER OF THE SOUTHEAST t/4 OF SECTION 19. TOWNSHIP 22 SOUTH, RANGE 28 EAST VARIABLE MOTH PUBLIC WGHT OF WAY (ASPHALT ROAD) . Q sa mrs uaaf (as w.aro) O sw. asa.,r, O BOUNDARY AND _TOPOGRAPHIC SURVEY z--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - / � � X — — — — — — — — — — — — - - ll�;Jl—Wlixl 0 PARCEL 3 Z= Mel. MTH) Wo 420-(p� v x"It: y 459*31'00'E 37&60oA Y..v V'Ll 5x 11- PARCEL 3 TOGMER M7H) zoos 168,60' n43 rzq 589131 100"W (vAuswlurtx) —1 5.00' mg.00,— ci 11 =7 —14 f0 x-1 04 MATCH LINE SHEET 1 W '=7 "o up GRAPHIC SCALE, 0 1 In 90 ft PLANT SCHEDULE ' ; N« o a i°� eotw E� N ° a Pl—a »a o a` q— heii Ib�mei°"'r Kay etat.tt�T. sun od °�' h6 ZTO LI b •h /NI13-4 ppp min, 24- hl . Nil M x NII atrbarn IB' oa 1 remolro dead Flo-tr stalks W AI 16 ALrk h-6, WYte NII, 5-6 ppp mty Alb- mhxal co o-tin, Fbrido Frk d4j ebtee vegeta 4V a deaduad reg+kry BBT 3 3a spry 52-W 5 MaenneeW, FI°rkb Frb,dy C Iilbt— Red Ginter' 2 DEN mh —k°rs BG a Bald Cyxes9 045 mn, 10-124 M x 5'+ spry Ab- ror c)gath, Native Yoxodom dbtbtun 3 - 3-1/Y DBH min Prue my dead iWad BF 511 Biaket Fb— YI, Nit Is- M X NII mss, Nu. SWhadta pukWl. lb. oc —t-I we hront BOP 9 BM of Po'adbe 24' x 16' min, NII, 3ppp, Ab- ,whMal grortth, dsnfi°<d Florida Fi•btdy Strolitzb -&— sun 9— and remove dead Holiags CL 13 Cr*.. 1-14 Wate -7, 301+ OA Ab- -*— 9-0 Cr" $pp. GML 4 Ct'cpe Ffjib, lavender 030 m'n, 6-104 tit X 34 ssppryry 25' M x 20' prate ro Fbrkia Friendly Logerstroemta bd2a kO9°O` 2 - 2-T/2` 1>etl mW rruNFtrtrtdY 0 - 4 V Works mW ,n ,rare fhm 1/2 Hood DW 6 M—f iu 'f-d Holy le) IS't M x 12'r spr, 3' M x 3', NII hedger Ilex c."a. ".rdt N —1 V oc mad be sheeted ON a Dahoon Fbly M5 mh4 64oR M X 34 spn All- ,nh.Tat go -Hy matdah Native N Ilex crostn st..&—h 2 - 2-I/2' DBH min td—ly, da not 8I.- 1-E6 l26 Id 6o0Mss L0•bpe w 5-'1 ppp rt3+, 16` M x Nil FloNdb,dy a Fr I L Eseraid 6admy,' Is1E 6 \ No 33 ttadV'dw,nsNeo 5 $ecras tit x 24 spry Alb- rnhral ygd)t PROPERTY LINE Is uwr OW OF k UHT PC 43 Pk.Trbcgo IB` x I6'+, •0 M X NII mass, maMnh Florida Frbndy Pkmlxxp ere upLs 3' .ac S ht ormalhy m rot Sian' I — Pt-9' 25 PPrah,g she Ye- 03,IP-I2'+ M x 12-I54 sp} FbrWa FrbMy sl htornnlly, do not Sinn• 1'rtgbn I FIR I Py4ry Date Papry Dgkle PMaIM raeHelena Caat/B/e, a-10' M, 3 Done ,k,y --a— speekn°n Ab- mttTal ga-th, a y mad Nraeds I PRT I pn! M Date Patin, Trpb Rweeroe6eler,� C-*M4B, Trpbu,q Ms, p� All— -hrai go-tN mad F—Cl, I staggered b' oa, mh trek 2' oa, mai0'e Prm ony tree aV 12 Lire Oak 5ld +, t0-12'+ M x 5'+six, ABET r W-I gadh pnne ony Hattie CUefan vhgtuan 3 - 3-1/2' DBH min Far Fare or dead Hood I I SIP 2q 5dw1 P.M Ciatwl pa"motto BR hence) cut, see plri I -CT wy'" Ali- ,rural 9—th, p— axy mod Frads to keep NII road head HlatNe WV 31 Welters Vbrttm Vb—oWvakrn EST, 3'+M x245pr, rrultl-trv.k Alb-mh-I go-th Wthe I YA 240 Ye110- A,be 03, 2'+ M x 16-24' spry Alknl r hmi gadN NtNe 1114W P.Iml n 3' — matNah Wamaly 2 BG ZF 560 C2.aaNiel i3,2. ht x 16-24' spry Abu ,nt..ra�mgo "N. p pn+T° ony SOD APlaatan' trxkahm SOD B ArgeMF» Bdita lh4rkpi°d Paspahm rato4m � 'PmgxNhe` MACH Rack cola' 1,9 am LANDSGAPE AREA DIAO" 'NOT TO SCALE TO REMAIN IRiDLSTiR� I iF—I L 'I P �1 ®`uI•� GC F to �eQO :IiYT� i 00 1 •� o 0 °o. g�aeoa <s I SPJ — — GENERAL NOTES: LANDSGAPE GALGULATIONST 1. THIS PLAN is INTIE 6D TO RE LEGr THE KWMA4 PROAS OW REGURED r0 ht5IEr 51te Data CITY OF OCOESE cave PROVISIONS, THE L5'k•ER RESERVES THE R16W TO ADD 51te Area: IMg24 sF 0.1 or) Ft 11HED LANDSGAPM6, ilF'6ru�DE MNFAM SIZES, Ab MAKE onez Landscaped Area: 55, f52 sf (.55 06) 02% total site areal INRR[A•H•IBLis To TE INSTALLED W✓DsfAPINK. OP See Diagram Below Left 2. All. SITE AREAS MOH ARE NOT BUILT WON OR PAV]D SIAU- BE LAdJ".cAPEO, 5CDDED, 5EWED, AND/OR MR.CHED, MESS LEFT IN A NATURAL, VWISTURBED STATE Tree Removal 3. ALL PLANT MATERIAL_ USED SHALL ESE 15WAL To OR EXcEED THE SHADE OF (Survey data by Bishman Surveying and Mopping Inc. and provided by Davis Dinkins H�ORD M#1 AS ER'61R AND STANDARDS FOR NR25ERY PLANTS`, STATE Or 6lglneering) a 4. ALL LAND5GA.PIN9 SHALT. BE INSTALL® M A PROFESSIONAL MANNER FOLLOVd46 Existing trees up to 24', 17 h6aMPTLAM ScAPE A� IATay PRaLk RoftIDA 12.R+HZY' SROI�2S AND Existing trees 24'+, 3 5 THE OMER N o-W[W .E^-f�G2s AND n5iws, slw.L BE FX5PON5le-E FOR THE Total existing trees remove, 20 RMUE A C-E OF THE LA1dJ".� 1,16,0"11E AND THE 6RAMID wsHrs-OP44AY Exlsting trees to preserve, O 6. ALL TRg'S AND SH RUDS :MALL BE WATERED BY A 100% AUTOMATIC IRWSATbit Replacement trees Included SYSTEM EtlRPPED WTH A RAIN SENSOR DEVIC.e PURWAHT To F.S. CHAPTER 313. THE WATER sOLRCE 5HALL BE A SEPARATE 1'EIER 04 THEPOTABLE SYSTEM 1,M REWR® isAcK+LOw PREVENTION DEVICE. BAIIIA SOV SHALL li LURRISATED. AN Landscq2e Reaw FemBnt5 IRRISATION FLAN SHALL BE VA"TTE V PRIOR To Co. T. LAIV56APINS SHALL CONFORM 6EERALLY TO WATER-EFFIVENT DESISH Proposed shade trees: 20 PR1Hr.IFLFs, W-4-WINO THE USE OF NATIVE AN!/OR VRCuSHr TOLERANT SPiYaES. Proposed understory/Polm trees, 55 6. ANY DAMA6E To ANY EM5TRLS LANDSC.APINS OR IRR16AToN ON AD-wEw SITS Total trees provided, -15 CAUSEDE BY ANY AS EEcT OF TCONSTR WT10N OF THIS FRO-EOT SHALL BE RESTORED UMEDATELY TO ACCEPTABLE COMMONS, AS VMERt• N1 BY HFA ReqVred Perimeter Bluffers East Bul'fer: 400 LP Required, 2 shade trees, 3 tmderstory trees per 100 IF (& shade trees, 12 understory trees required For entire buffer) Continuous, 3' screening hedge Provided: & shade trees, 12 understory trees, continuous 3' screening hedge (Includes 5 DRA trees) 0 TYP. 12' West Buffer 423 LF Required, 2 shade trees, 3 understory trees per 100 IF (8 shade trees, 12 under•story trees required for entire buffer) Gontlrwovs, 3' screening hedge Provided: 3 shade trees, 15 unclerstory trees, continuous 3' screening hedge Root L Ex TFAl. BE TREE (3 additional shade trees provided around DRA and 3 additional understary trees to TYP. IOFPPFROM EDSE provided in buffer, due to site constraints from proposed light locations and utilities) @aCZ, NMs, ETC . �, A`,'S FOR q 9 tNra.HR� 7' I South Buffer to be permitted and installed at time of future Irr�ar•ovements _ _ -' TtE Reor C ( i1RD BnRw�Es SttuL unug 24P Vehicle Use Area Requirements DEPI}I ABs hU3Ee LPLASTCIII IItIFRLOCKRk9 PANELS, AS BY W1. PROVWT5, Dc� ROOT, ROOT CONTROL., Total ark 9 aces. 116 IN;, OR OTHER APPROV® EdTAL PRODUCT. P P APPROVAL FOR PROPOSED EMAL PRGPVGTS, SHALL Required: l ee per 4 parking spaces BE SULUREV FROM WA MDR TO B&DDINS. (29 trees required For parking areas) Provided. 29+ trees (a combination of shade trees and underetory trees have been ROOT GONTROL BARRIER DETAIL proposed in parking Islands to avoid conflicts with site lighting) r•io Shrubs and Eroundcover provided In 50% of parking lot landscape crews Native Requirements Trees, Shrubs, brasses, and arovndcover Proposed, 2,15-1 Native: 1,005 (41%) Native / Florida Friendly, 054 (65%) a�0`•>�00"..........O.O'O'O'OVT00000 Oil Ot0 IOi40i 00 OOa 40 (`Ou)0 "�O mOO.Of O �•��j 1 y c r, S�hyes � , o o":N iP �.1 Roil r r 2b ova os >_o..-oo. eo., m +«Tormly+ uoe.. aaa• oo�>rds�¢au '� a.' eo.. 5.a �looaoa � a ua o_,•o:{�•�� 13Y III sh'a!T I or? II L— LANDSGAPE NOTES To THE OETAILiv sP¢GFlOATIONS) 1. The Ladseepe oadraet Owdl 9-14 hatxb L. Foll-" Nark, A, FW h godN 4't h all a -am 0th. Mrk s, 'IMro�ah emnVal -Ph e�Astha vegetalbn h au a em oP the Nock 6wWdsxa awilcatkr(.) of poet-.nmgant IrrblU<ie at Bost tNo Neekn prior to pimkhg and us. oP p--rgent ileitidcide drtg pfontk 9. e. SiPPt! f kmt material of rho speafled tylx, .Ire, ad ��aWllLd�s E. pp ttppan.nironL�i the eons d Fa' a MWllatPlaftFg, preppmatla�i oP bed mem, stag oP p1aMk,g pRe, and careck F. kn �" the 1wt. a -h m tM pkn, h a rear, fk W d mover meeWtv1�1a BP-Md requYcvrents. C. Ytatarhg ad eatda5tlrg all plb thq..per Hn .p Ifbd rnquYarord. ntn fhai cort�le", ad acePt— FL Gbservkig arc! Fo1laRhg dry epeeWT nquYemeaia W,}ad the sp.eBKakbro m rated m Lh. phn. 2. TM ladxepe Cdderaaork�or dnll m —s—bl. fm, A KO oP the detNrental soli, drah.g., or otter ay —Fit— 4vh Mud al r—t UM Malth ad & Yvlio .qNY s' II q�plY,de'm c egmd regiilatlae caverntg UM uart:, thether or rot tMy cro ekpulatea h U. btd o. docuner�d calpetad a pe vbkn of 0. ,o at all tk—. D. RR��u�;it�qa aril �epaYMq o'y damoey tanld FY) Ne Mork or oGtben. If E. lhldantiig the JdzRe h It an prop l n h rd rxr —hm a p,.p F. LrxXdYl.tvmeogf Kith trlgalYm ietallaLbn h radar-W ach'nVe proper coverage, hslud'ag adfstment of plod B. wa�ds�10 N14,�i1'oiM— mpp-tt.a�of NeIG�,bb�kdrq olf—tN Ire IWd d O—t- of th. loeq&ueY pbg -PaA"k �ly 0.W -pt.— ft� * h a co,3h— and 91g d lmre "All It b t leke accorcNg to the Pkm ad ��aeccBkalkxn. I. Y-olbNhg all adnhbtratNe ad tecMtw! rogU! eats atM bd docunerds. 3. ttchoel Pepe t /4.soclatoe, PA b rcspan2de far tnurbg U t Its Nark me.ts all req�I—.t. et¢ lat.4 and I-W h the Pion al4 specnlcalken. Ary Nark Hak deg. rot b abject to r.J-U.% M roplac iA by LM contractor at Ws — cost. MAR TO SEPARATE SET OF SP15CIFIOAT"6 TWAT MT A"ZWARY MS PLAFL valve tow kp ""' boxes shaft M totalled hsod —. P-W., P., .P-ft tlore) Picot, Lap. . Vats. per vela, 14 r,d—p. edge, MIVFence, sod .dge, .Lo. M shorn m play ail a V- and gastdcovas oil nt to arb/pavement, ree (ral, MlVfarA, tM foadoticry valve tpx/utll9y vadt, sod, k, 11 M totalled NNh the pkdd W ssppaocceedd m odditkeal I' from Rte edge,, uU.n athairbe rated OPI=SET DETAIL KTS. 3° rcukh FTnt h gad. S.t shb w>w of rootboli otxxh i• f bh grade Planthg soil (see spec) SHRUB INSTALLATION DETAIL TM V.* of tM pa6n eMll have no — thm 5' of paten Frail boot 1 .1,- th. hkl—t Ilvtg Frond Mhhun of U— 0) 2.47tb' Nand pbc.s trapped sxAretl a—d spaced lr ed NIM GrkQ im�proteclbn sail Umnl YTg.tkn h.aK) ^Jail h. Mile rr�tnm of tlree (3) 2S<4Y6' wood traces, ep.ced evenly ow.nd tree 3• -kh 5.! ph d orkJOal pk ing gad. 6' soll berm L. hold Lmter 27t4kxV Novel WA stakM/ R tee. b h g'msed a'ea, stokes dell L. told. it be Ft1h gm. Pl.nt" soil (see space) acted plordhg .on b.I- r—iball 12. Im 12' mh. ALL HOOP WALL BE PRESSURE -TREATED PRE, OR BETTER PALM INSTALLATION DETAIL Fihhran o1 LM (2J approved tbs, m daWled r12 galVa,Ued cW ores uMh Mh— t x to pry t.ck frtnk. Tb. a NYes still be odJ.nted to maMah ttghbese son berm higatkn Mad(.) o.11 b. Mile Lad(P poles a" tiro F 2' Mod sues, hiz h at agb. FCn. of 2' of ateke dlVen goLdd Set tree 3-F• tlwve orghal pladhg go;le 3' mrkh Fhm gad. 4' sal be m to Mid Nder piadhg soli(— specs) a pkddtg -11 bzI- rooltall Tun dove, tap I/d ai bxkp If teas b Emh embus all s ad tbs Tr— pGk Lot tM dfarot.r of rwt ball. ALL t42o0 51ALL LE PRLSSI ETREAT® PRE, oR BETTER. ✓1 TREE INSTALLATION DETAIL FOR NA.Ti-TIand' T(t�Ti, TRt�S L� TPVN 3' GIy..OR OOIffAlt82 TREBB UP TO 90 EAl_ � , n V 1 PLAN VIEW fIgh I—Ibj 2400 b. 3/4' No en potpatar .t-Wkiq < —3/4' M8 cKh buckle C—kl. terofaud Nnh —d mkal lerebrrf) 1 2 x 4 Nood xplmts placed ay.r rootMll m each skb of hvk. ,� 1�— LL-9tah Wt not exceed rooda.il rllaneter r... (pldee b, ,orL,Pwe.a I !0 9 - r .Lb 11 be QY Q loss• to trtTk m rooFlx.li L»come. emalbr) in -Rootball pladh9 p# See mm:fachrorL c t dreeb far dadb l t' I d tM Rook Ball apt— (� \ i ' Anchq.•, hy, T 4 ll F Rant Ball Tree- (d52)199� I— � f»31G (o"Root Ball Anctwig 594— Nft FD A (407) EO-IZi660- b z 4� de rltlFjdLmbt'.AgV-dl d'A—hh��2.. V ti sk!'e1b aftar` Mta//dbt .slxdd 1 A/d�bMa'k eM�y fA'bkn fa' bbAn t G �t y � la2N,V.J Abta/.6lkrl. Rmftb// .ystanpnsid.s tL I /agh utld erm�[sAroN�p��A^ sb'tyD te'ub16 ntaoJm L �ta�ts// 6#n 3hx/.6'notW eft dst °ioh� over tone odb DALE o-t-14-20 caxeokdA»n �tyn.R-Ja ,pg Np OGs ktdMtk b Yrinatlm Mml.) ` Rlon v 5 ra'~g°d Nyp°`t' chd, b,ckle, DYi9. Ilia ocsLs don b. M >oil farm. e�W► 3' -kh Set tree S-4' ab— orgtal pkeN gad. VW BY OW 6' .111— to hld toter Gmtrata• Ball snare r—tb.11 h. AfkW* g� etrergth t. wuntad rootbali ..b" C#KD. BY—" Pble tired too soli at rho end of tM 2 x 4 Tun dowl tap V3 oP tarleq R = s�ppaU such oat pa poye.ter str<y r�7. 2 � 2 tree b BIBt rarove all stra(n 2 x 4 4 a sb Rie Prom the eM of the and kbs �✓ 2 x ^tPPa't die dYectiy to W. anclm I2'car� tad knLY�q r� Arehor MWled a! 3 Lo 5 Poot depth hto u tub.d son Nith strap at 45• ogle auy frarn trod 2' mh 12° rah. vorbs) (varfas) Fimltg soil epece) Anchor• x 4 (SOD b. ralM actor) TREE INSTALLATION DETAIL FOR B-4' ON--, 45-100 &X- TREES OR Bob TREES LP TO 40. OIAt MM FOOL114L Notes, i, IN. lotlg kyxh —Le the ,ecm,neemNom fn safe lkj* g levels e@tdIW d bd tFn IIk,.%na 3 Gneerlg Society of Nwe, Amxica h the 91 ge Wwre i tave beenp�avW�� to tFw Cw r.ggv-d f— ember d th. W lldrthW J rmMah adequOte ight4g Far safety Idrndtllaa aW sxh I b rot adrkessed a sFan m pin. 2. Ary dmges n vAl U MN made to this pin shall be —Waled to — ad quate Ikj3 levels an provWsd. 5. Ilhmb— -K— shorn are far deelgi proposes ly. V_knces h aural hstall.Wn n dicrges to tin. pin orepx Nkaklem moy care Hl atal meawrd vaWes to vary. 4. arbrd PId>.rm aid mra m shouT n pin. S. FLlid}Y s hwe twee hcWded h tMs calcuktbn m roerre lathe ogf_tk . b. NI M t`J poM vahns ehorn cre rroM t+ed (a Iidppreclatkn Fats hm been hchvted). LI f4 teveb ne rceaxre0 M ftrtlslwd groan. 7. onkj fkhres sha,.n have becn kcAded h this calcUlotkr4 Lkjd Yetaliatlpn Pn oFt site roomlay a� adJoh9rg propertbe hove rot twen trwWdad. e, NI ekctrkd hcuttbg, hstallatlon aewns and a�mef i'wum�epeufkatkm, etc. snarl b. tWy othwro. LkjitFg bho11 bb hatailed h arcmhnce wlh tin Ilrtdkn pin Ly a Itccrnerl elechical cntmtn. I eomectkrn shall tw Imde+growW ad h cp�lk. POOL AREA EXPANDED VIEW SOAM Ub' jlb- L16HTMO LE6atD, rt SWLEbOLME SNOEEOX 116HR EATON 5TRFPTi4OPQK, 6ALLEOH LED, 6AN-AN-O4itV-U-T4H-5r, 4OAR Ltd, IpSO�N DRIVE{ 40O0Yy w I� DISTWaMOW ROUW MACS TAPERED, f�IBM L1fIY, 57RE (E POLE. Mot Ht fE17AS IFfiNCATED B9.OW. i,J W, �J Y 4 Lv 30' hfLUtTIN6 {EIFiFfT � \ 25' P(OlAtiltls tE16NT II V,M SRMTTAL OF =5♦ EEM Afb RU y (n� ^ O 1J - PROPXT CODE LI6HTS NAVE SEEN CAPXFL .Y UXATED TO AGWEVE REMIR® LI6NT LEVfj.S, %Zr DC516H EFFECT, A18v TO AVOID EXISTR6 A:b PROPo9Eb VfiLI71E5. IF ANY GHNiFiES AlzE RC-Sd7JF W, O=ACT WA FOR DIRECT(0WC,00RDINAn14L C{iir\\yy f[j1j❑�(f STATIST1O5 11�� -�y Average, Ibq Fc PA eIN6 LOT ONLY [� � O Average, 1.74 fc flax to Mtt _ ,\YJ li tIM Average to ter 4d MtThx„n� 0.5 fc DATE 01-14-20 V K By ABT Gig. BYSF45 SGALE: I"=30' L I - IRRIGATION 5GHEDULE IRRIGATION 5PE6IPIGATIONS I. The schematic hrlgatlan plan servos prhnorily w a qZ. The Contractor shall be entirely r sp-ble For proper coverage and operation at the system, Ncludnrq afar changes from the plan as necessary to ad"t for actual slid condrtI_ and actual water supply performance. The Contractor shall Ix resparerole for getting all locates and for"repairs to dxistkg friarwements nil by hls work 2. The Contractor shall be responeble far provldYW all labor, material, and accessories req inad For o complete and properly oopperatIng erlgatlon _die thing the perFarmmca raq -onks outlined heralnr pprrior to hstollatlon, sNxnrttals shall be pprro Ided Far approval by the Land -.PP Architect, hehdhig cut sheets for all pump system and hrlgaven components. 3. All Irrigation wmponents shall be Installed h accardo,ce with the n-facto-er5 speciflcatlare. 4. Ail work shall be, Installed in accordance with the regulallons of the local, county, or other e,rnng mthoritlos. Peres for all permlks, k+spectbns, and unpack fees required stall be kwluded k required. 5. The controller shall be as stated h the Irrigation Legend, 6. All PJG pipe In the system stall be Gloss 160 IP5 Polyvinyl Chla-lde pipe -form" to the ASTTi-D 241, TW�e I, requirements, NSF approved. All piping stall be solvent weld bell end with schedule 40 f1ttrngs. 1. The use of barbed Insertion tupe fitunngs (c Wings, tees, ells, etctl between the sprinkler and the PVC service is prohibited. 5. Risers are prohibited. q. Pipe size changes era nxkcotedp pips sizes remotn consistent between size Indications. 10. The remote control valves shall be as stated In the lmlgotkm Legend. All valves shall be installed in a rectmg,lar Ametek-hp, valve box, amply sized for a..cess. Valves shall be laced in wabGvsNa f a am rather Man bed a eas. All valve box covers shall be branded w1 n a heat branding kit with two inch Ietters/ hers to identify their resp-We components and zone deslgmtlons (as applicable). All valves stall L abated with plastic tags with the zone deslgratlons either preprinted or labeled With tdelbia ink Refer to tho Details for adiditloal testa iakI- requlremerts. 11. control wire shall be 14 gage UL listed For d,-t halal. All wInes splices shall. be made with 3M-DBY wire connectors. 12, All FVG piping stall be Installed In the trenches with a minhrum of IB" of cover, except as rated and where specific permission is obtained from the Lrndscape Architect Far less cover due to existing cordiHons. Yiare necessary becwse of sh lordscep �Nqq cover all be os deep as racpptad. Trenches shall be fully compacted to allow m settling. 13. Any pipe Installed -d s -q -tly removed shall not be reketalled. 14. A weather sere -or, SoI r 5�rc, or approved equal, shall be Installed in an tnabstrvctad locotl- per the marwfacturer§ specifications. 15. The programm'n9 F this spp-tem shall be coordlnatsd with the Lordscope Architect, the controller shall be properly labeled In perm 1, ink. I6. The Contractor shall be responsbie for acipthig and balarcNg the system for propor oporation and coverage, I ciudtrg moving heads, clmghg head size, rtser, or nozzle, etc. The La SLopo Architect shall have the right to inspect tin work W Insure that the system conforms Wth the plan and speclflcatlo-, as a c-Ift n for fox, payment to the Contractor. IT. All lines shall be visually trspected For leaks hJ conducting an operation test prior W boc1,1111 g of trenches. 16. TH15 PROJECT, INCLbbING BOTH H aRIZONTAL AND VERTICAL CONSTRUCTION SHALL INCORPORATE wATER-SA i5E PLUMBING FIXT82E5 Alto ENERGY 5TAR AFF-WIC,E5 AS REWIRED BY CHAPTER 115 OF THE CITY OF OGOEE5 CODE OF ORDINANGr5. III. THERE SHALL 5E A MINif- N OF FOUR (4) INCHES BETYEETt DISTRIELMON EW FHefr AND PAVE?IEENT. 20. Wwrenty, The Contractor slwll warrant the Installation workmanship for a period of one year from date of completion and acceptance of the Job. The contractor shall further see to the f"IFil"wd of all manufacturer's wcar Uea and shall provide manufacturer warranty and operational bfarmatton to the Omer. Re d Ibl-fa,llts opl d fr m to ta!n I I sin bQ dkn i 11 to tlor q f II stem t sin II be tr d for fo�al t REFER TO SEPARATE SPECIFICATION DOCUMENT THAT MUST ACCOMPANY THIS SET OF PLANS IRRIGATION NOTES To THE MTAILID 5PEGIMATIOW 1.The Ingatton Contract shall generally W We the Fa11-ing work, A. All eau t, materials, and labor to Provide a complete and properly operatNg Wlaptbn system meevng the p rmanc• __�ppecutcatbrs aM the requYements of the land,capa plop. B. Daumentatbn andsutmlttal of actual Laker supply performa+ce prior to carmrwehg installation. O. Seynodal of -I cal" -Is for Independent oparattcn wtara a} plkable. D. AAl�,sVlent of p", head or v.N. to-t1a. or depths to allow Far landscaping. E. Ad)nfinent of mule pattern or rolocatwn of heads to mN4nize overthrow onto pavement or st ,nt ,res and to provide-UsFactony coverage to all punt motaral F. Frograngn+sa of and laoelttg of controllers) ad submittal of sepanate zom schedule ad controller opercrta,s `mwt to the Londsccpe kchktect. 6. �aAxNttaI aF two 0.Ner� F I. with cptenh as desrrbed h, Ua spe0l tors. H. C 4b lttal of as- nit plans Illustrot" d'`n-foxed locations of qli maJcr cornpo ents end dry changes to the b d pia. 1. fi'wgbn of a wraen guarantee. 2. The hrigatlon Cor'.troctar shall be respastA, for, A ob rvhg and repa'tfig m1 -nations which world affect the peria'mmce of the system B. FalGpwtra all applcabld codes dud regP.atb cam ,nq t e work, Mather or ant they are stypulatad h the b'd aUnente. C. Provldbg carp tent s:pervislon of the t+a-k at all lMas. D. Reppoorrtug and ap Y&q ay din ys cursed bj his t.ork or actlals. E. Ma}r4 N, Gn obslta 6t an, pro=111al, ud workmanlike mane,. F. coordInati x, oF'or with Ind- ape Nstallatlan In order to -h- proper coverage, bwWhg ad,,Ustments oP head IocaH rc if requred. e. RroseWthg Un work h a cathvous ad diligent manndr udll it 5 -"let. accordNg to the Plans -d p I-Inatlore. H. Foliowhg all ohnh'strative and tecM!cal requrements of the bid doumerts. 3. Mchaal Pax 1 Assocktos PA Is responsble For htzu'Ng flak tta work meets all regirements st¢rvlatdd ad I �Ibd Bt the Pions ad 5paciFkatiors. A.y work tMt does at to sWet to reJectlan and replacement ty the traatar at READ AW FOU-OW THE 5FEGFIGATIONS, Crawford Irrigation 1--)esign, Inc. IRRIGATION DESIGN AND CONSULTATION! SERVICES Edgewater, Florida EMAIL: CIDmAtlanticnet Tel: (380)-424-002l V I Name, #' vane sz" VALVE SGHEDULE NUMBER MODE I Hunter 2 Hunter 3 Hunter 4 Hunter 5 Hunter 6 Hunter t Hunter B Hunter q Hunter 10 Hunter II Hunter 12 Hunter 51ZE TYPE GPM I" Shrub Drip 11.0 I" Shrub Drip 12.0 " Tree Rotary 5.6 I" 'Turf Bubbler 105 " Shrub Drip 22.0 I" Shrub Drip 15.0 I" Tree Bubbler 125 Shrub Drip Iq.O I° Shrub Drip 12.0 I" Shrub Drip 7.0 I" Turf Rotary 4.5 I" Tree Bubbler 25.0 IRRIGATION SLEEVING LEGEND ® _ (1) 4" IRR SLEEVE (2) 2" IRR SLEEVE ® = (2) 3" IRR SLEEVE © = (1) 2" IRR SLEEVE 2,241 50. FEET (15%) HIGH WATER USE IRRIGATION 15,56& So. FEET (b7%) LOW WATER USE IRRIGATION I ZONE 12 TO HAVE LATERALS INSTALLED TO ALL TREE SPRAYS SHo M WITHIN _ ZONES &-II AND FIVE BC, AROUND POND. r?j ` a ALL LATERALS TO BE SIZED SO THE {� r i t I VELOCITY DOES NOT EXCEED ME FEET PER 5ESOND. TREE BUBBLERS SHOWN �EGLARIrr, INSTALL f7CT ro NEAREST ZONE -1 TO HAVE LATERALS INSTALLED TO ALL TREE SPRAYS I� SHOWN WITHIN ZONES b, YAND THREE BG TRL=CS AROUND POND ALL I I mo"`" LATERALS TO EE SIZED I_ 50 THE VELOCITY DOES s NOT EXGEED FIVE FEET,t+t3 H 1 I 3�4e -� PER SECOND. TREB_ j -_.-} f(- r GLARITTO RE9TBTALL NEXT j z I k 1 -�4 I t .�I I k 44� � A. � 1 ,/ i \ K 1 J1d. 0 •�C �4n 7-BF J14' ZONE 4 TO HAVE LATERAL5 INSTALLED'�v� TO ALL TREE SPRAYS 5HOYM WITHIN ZONES 1-3. ALL LATERAL5 TO BE SIZED SO THE VELOCITY DOES NOT EXCEED `., FIVE FEET PER 5EGOND. TREE BUBBLERS SHOWM FOR CLARITY, INSTALL Nil TO NEAREST TREE. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 X611ELAPINHMA 5YMBOL MANUFAGTURER/MODEL ARG E51 SEMI RADIUS QT Hunter PROS-Ob-CV with MP Corner Adj 40 13, © Hunter PRO5-06-6V with MPIGOO 210-2-10 40 14' ® Hunter PR05-06-GV with MPI000 qO-210 40 14' Hunter PROS-06-CV with MP2000 q0-210 40 19' ® Two Hunter PCB-50 360 30 2x3O 3' R Two Hunter P66-25 360 30 2x.25 5' SYMBOL MA1,1UFAGTURESe1 O0EL/2ESCRIEIJON Hunter PROS-12 with oPll Irrigation Products 6DPM Meer to Receive DriPllne Hunter PLD-10-12 In -Line Pressure Campereathg Landscape Dri I- with Built -In Check Valve. 1.06PH emitters at 12.0" O.G. Dripline laterals spaced of I6.01 apart, with emitters offset for trlargular pattern. Install drlpltne on both sides of plant material. SYMBOL MANUFACTURER/MODEL/DESGRIPTION ® Hunter P6V In a 12" Valve Box. Install a I" ball valve prior to each group of control valves In a Jumbo Valve Box. ® Hunter IGZ in a -Jimbo Valve Box © Hunter PG-1300-FL 13 Station Controller �S Hunter Solar Syw Weather Sensor BF Wilkins gT5XL 1-1/2" Backflow FYeventer fA Water Meter I" (by othere) Irrigation Lateral LIne: PVC, Glces 160 - - - Irrigation Malnll- PVC, 1-I/2' Glass 200 Irrigation Sleeve+ PVG Schedule 40 (by others) DEVELOPER / CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER INSPECTION OF PLUM13I1,15 AND IRRI6ATION SYSTEM BY OALLIN6 40-1-105-5151. �Y�SHTi Q , Y. are advt d to cad&m Hlth "no -I Pape / Assoclotes that this is the fhol plan prior to bWdN and co t-tI- Fial Ir"lon plan cpp-I does not provide exemption from C4 of Occae code of araInxncea aupler His ladscape I r"lon rogWremsnts. Any deviatbre ant be a Ij-d In +'chug prior to-tr-ttan. 3� i LI N I I -1 v^� f +EUTURE PHASE 1 j _ L 1_. L r-=1 B I I SCALE: P=50' DATE 0T-14-20-1420 .bB NO DOS pyy, No. OGSLS IXK BY GV Coca BY5MS SHIFT I of- 2-MO. COPY OF ADVERTISEMENT Date Published and Media Name 2B The West Orange Times Thursday.August 6,2020 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING LARGE SCALE PRELIMINARY/FINAL SITE PLAN FOR COMFORT INN-MAINSTAY SUITFS CASE NUMBER:LS-2020-007 NOTICE IS HEREBY GIVEN,pursuant to Article IV,Subsection 4-3.A.(3)(b),of the City of Ocoee Land Development Code,that on TUESDAY,AUGUST18,2020, 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 Large Scale Preliminary/Fi- nal Site Plan for Comfort Inn-Mainstay Suites.The property is generally located to the north of SR 50,south and east of Marshall Farms Rd.,and west of Maguire Rd. The parcel identification number is 19-22-28-0000-00-006,and is approximately 3.60 acres in size.The Applicant is proposing to construct a six-story hotel,approx- imately 74,657 S.F.,with 120 moms. All interested parties are invited to be heard during the public hearing portion of the meeting.City Hall is closed to the public and is subject to change based on the Governor's Executive Order.This meeting is broadcasted live on Spectrum Channel 493 with a live stream at www.Ocoee.org/I97/Ocoee-TV.Any inter- ested party is invited to offer comments and/or questions during the hearing by emailing citizens@oeoee.org or calling 407-554-7118 or by registering in advance by emailing citizens®ocoee.org or calling 407-905-3105 and City staff will call you during the live meeting.A complete case file,including a com- plete legal description by metes and bounds,maybe examined upon request by phone or email through the Ocoee Planning Department at 407-905-3157 or mrivera®ocoee.org.The City Commission may continue this 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 matters 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. Persons with disabilities needing assistance to participate in any of these proceedings should contact the City Clerk's Office 48 hours in advance of the meeting at 407-905-3105. August 6,2020 20-02859W