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Home My WebLink About2002 10 14 Regular A Final Engineering and Site Plan for the Highlands Apartment, Phase II COMMISSION AGENDA ITEM A Consent Information Public Hearin Re ular X October 14. 2002 Regular Meeting MGR. /Dept. /d REQUEST: Community Development Department presents to the City Commission, the final engineering and site plan for the Highlands Apartments, Phase II. PURPOSE: The purpose of this agenda item is to present to the Commission the final. engineering and site plan for 42 apartments (43 allowed) on 2.069 acres, located within the Highlands Planned Unit Development (PUD), along the west side of Sheoah Boulevard and immediately north of the existing Seville on the Green Apartments. APPLICABLE LAW: Sec. 9 - 26. Maps, engineering plans and plats to be submitted in preliminary and final form. Sec. 9 - 71. When final development plan is to be filed; extension. Sec. 9 - 72. Processing of final plans. Sec. 9 - 73. Form and contents of final development plan. Sec. 9 - 74. Action on final development plan; expiration of approval. CONSIDERATIONS: This site was originally approved for blocks 5 and 9 ofthe Seville on the Green Apartments, but these units were not constructed and the un-developed site was eventually obtained by another party. 1 .. . Regular Item A October 14, 2002 Page 2 The applicant's engineer had a pre-application conference with the City Development Review Committee (DRC) and was told that as many as 21 dwelling units per acre are allowed and that 2 parking spaces per unit are required. Staff required a traffic study (which was submitted during the DRC review - traffic study reviewed by the City's traffic consultant - no off-site or additional on-site traffic improvements were deemed necessary) and a site survey. The project is proposed with 42 units (43 allowed, based on the 2.069 acres depicted on the signed and sealed site survey) - 29 2-bedroom and 13 3-bedroom. It will be 3 floors high, as allowed. Excess parking is provided (92 proposed; 84 required). An ecological assessment of the site was conducted on February 11, 2002, by Lotspeich and Associates, mc. No wetlands and no state or federally listed plant or wildlife species were found on the site. Staffhas determined that the project is subject to the Chapter 5 (Arbor Ordinance). of the City Code that was in place before Ordinance No. 2002-08 was adopted on April 8, 2002. The applicant's design team has cooperated with the City and has complied with staff s landscape and tree replacement requests. CHRONOLOGY: . March 1984 - Seville on the Greens plan received by the City . March 1990 - City received record (as built) drawing of project . May 1995 - Certificate of Title obtained . February 2000 - Tax Deed obtained . June 2001 - Warranty Deed obtained . February 13,2002 - Preliminary plan submitted . April 3, 2002 - P & Z Board recommended approval . April 12, 2002 - Preliminary plan approved by City Commission. . May 15, 2002 - Final engineering/site plan submitted FINDINGS: 1) The site is zoned Planned Unit Development (PUD) and has an Urban Density Residential Future Land Use designation allowing as many as 21 .0 dwelling units per acre. 2) The proposed site plan is consistent with the approved master plan in terms ofthe setbacks, number of bedrooms, height, and number of parking spaces. 3) The proposed site plan and its number of units are consistent with the City Code and Comprehensive Plan. 2 Regular Item A October 14, 2002 Page 3 4) Traffic volume and movements have been analyzed and found acceptable by traffic engineers employed by both the applicant and the City. 5) The applicant had a pre-application meeting with the DRC prior to submitting a preliminary engineering/site plan on February 13, 2002, and has proceeded in good faith upon the information provided by staff at that meeting and at various DRC meetings. 6) On April 3, 2002, the Planning and Zoning Board recommended approval of the preliminary engineering/site plan. 7) On April 12, 2002, the City Commission approved the preliminary engineering/site plan. 8) On May 15,2002, the applicant submitted the final engineering/site plan in substantial conformance with the approved preliminary plan. 9) The applicant must provide permits and/or appropriate exemptions from the SJRWMD and FDEP, provide a copy of all recorded easements for the installation of any underground utilities or other agreements with adjacent property owners, provide a copy of the construction schedule, and provide a 1 percent inspection fee prior to any pre-construction conference or commencing any site work. RECOMMENDATION: Staff recommends approval ofthe Highlands Apartment, Phase II, final site/engineering plans. ATTACHMENTS: A. Staff comments/conditions of approval B. Final Site Plan CITY COMMISSION ACTION: 3 .-j ATTACHMENT A John Baker From: Sent: To: Subject: Kimberley Hall Friday, September 13, 200210:20 AM John Baker Highlands Apartments The Engineering Division has approved the Final Engineering Plans for the Highlands Apartments dated 9/12/02. ~ MEMORANDUM Page 1 of 1 John Baker From: Bob Dallas Sent: Monday, July 01, 2002 8:49 AM To: John Baker Subject: MEMORANDUM3rdhighlands apts MEMORANDUM To: John Baker, Planning Coordinator From: R. E. Dallas, Fire Marshal Date: 07/01/2002 Subject: Review of Highlands Apts., Final Site Plan 1st Resubmittal The fire department has reviewed the above noted plans and offers the following comments: All previous comments have been addressed and no further comments shall be forthcoming until submittal Qf the alarm and fire sprinkler plans. 7/1/2002 ATTACHMENT B E8 Troe .(;nginee-rs &-. A~ii:ed:s Inc. ~. ""- 1-- ........ 1-- ........ ........ CrcatiVlly As TrueAsRea1ity · Engineering / Architecture / Interiors / Landscape _ a .. .., """'lIIl~ ~[) IIIIIIIIl .... 1IIIIIIIl~ .-.. "'IlIII [)~ 11IIIII"- - .. .. ., .., ., "'IlIII ,.. 11IIIII ,.. ~ ..- ""'Ill ,.. ~ l. - .. .., - T IIIIIII~ ., ~ ., ~ ......11II .., I IIIIIIIIl .... ~ ~ , ~ , CONSTRUCTION DOCUMENTS SEPTEMBER 12, 2002 1IIIIIIIl..... ..... .... .. - .. - - - ,..... - - ,...-- VICINITY MAP .."~ .. .{..... I..,i"'''~' .~~r --r~~l ~ '-""'{-- -- _- 7:<0 "if ,L ~~ CI . ,." ~{t ~,:"l"m"'%;'i:F>>",,,.,<<~g, }. . .,."X 1:' · , ",.2 i 11 i.f .:.; ,,~,' ,. .' i"," , .. ,'. .o;}" c;....~lf"t ~ :~? " ,. J ., ,,' ~ 'J tl!'lPif ~ /"''', g St /; t .,~,',~' . """;";"''''',*.;~.,r!;.... ' t c ,. r f ' I' i ( .. ~ 1 st etl U,of~, ~ @/~:,.''''''M''..][\j'' . I ~ "i"n)er'i Sprir,gS .' " :.{ ~~ ~~. + ',' II MNH Enterprises, Inc. 1101 N. Maitland Avenue Maitland, FL- 32751 - - J PREPARED FOR: ~o M J:: " ..... . .. 7; ........ 43 DEVELOPER ENGINEER/ARCHITECT SURVEYOR :~~ . t'"' t ..... .~' 1'0 tg.... t" \1 ~g 'I 4N .0 Il ikoo~!!1~.!1~ '\" 'r' I . 1 I ....~ llJ ~ ~ nl,.,t1~'dY ~ ,... ~-- ADVANCED LAND SURVEYING & MAPPING P.O. BOX 560698 ORLANDO, FL-32856 (407) 509-2305 - TRUE ENGINEERS & ARCHITECTS, INC. 1836 WOODWARD STREET, SUITE 101 ORLANDO, FLORIDA 32803 PHONE: (407) 895-5400 MNH ENTERPRISES, INe. 1101 N, MAITLAND AVENUE MAITLAND, FL-32751 t ~ - :.:~ ::~ ! . gr;"""'0 "; ,.:;;# ~. ~ l . ;:-,:,:.~;.; . }:~:z.:~.; ~~7.~.::~x~~~~~~~:!::;:::: I--- M.. .',.. ,,^,'I. _.. ,.. \. --- - - - 5~EET INDEX $E1' ~ $E1' tacRlf'flat Hf1' DE6af'fIG'N ,., CMRHET .. 1..E6OO,6YI'eCl!, .laRIIAlIaI AU! MV ~ PLAN I100ELS IS CIJII E)(I5fNj IWt)RY NI) Ta:'O SMY .WI 5I1E LAyaJt Am rm:LS \-.4 SLECTED CEut; PLAN CJJfJ ESMY . FR5T ~ PLAN AI23 rm:LS ~ EI.EC1ED CEIL~ PLAN CM PrUte) DEMtlITlat NI) IRJ6ION PLAN ,. eEC(H) ~ A.IH AIU tuaS,.u IIfl.EC1ED CEIL~ PLAN CIJe4 PrUte) cmE1RIC PI.AN ~ ,.. ftCD PLAN NJ5 rm:LS B~ EEC1ED CEILt6 PI.AN eM PrUte) CRAtWi PI.AN .- FR5T ~ LR &.mY PLAN . rm:LS & f6IEIE) CEII.~ PLAN CIa PIUte> U4& NI) 9ER PLAN ... 5ECO() ~ UE &.mY PI.AN AI21 I1AN19Vta 1U.Dt6, 1'lAll.eOX..fH) 5rM ~ CIJf1 GKRAL COI~. 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" l. .. - - ~ 1 SECTION 33, TOWNSIllP 20 SOUTH, RANGE 30 EAST CITY OF WINTER SPRINGS, FLORIDA MEADOWBROOK WINTER SPRINGS, LLC PARCEL 33-20-30-515-0104-000 ZONEDPUD LEGAL DESCRIPTION: (AS PROVIDED BY CLIEN1) PARENT TRACT A PORTION OF TRACTS D, E, AND I, THE mGHLANDS SECTION THREE, OTY OF WINTER SPRINGS, AS RECORDED IN PLAT BOOK 17, PAGES 48 AND 49, PUBliC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT D, RUN SOUTH 85^ 11 '58" WEST, ALONG THE SOUTH LINE THEREOF, 70.00 FEET THENCE NORTH 36^50'38" WEST, 217.13 FEET; THENCE NORTH 44^47'02" WEST, 177.77 FEET; THENCE NORTH 83^36'38" WEST, 315.32 FEET; THENCE NORTH 10^21'05" WEST, 310.54 FEET; THENCE NORTH 57^33'00" EAST, 150.51 FEET; THENCE NORTH 66^29'30" EAST, 340.92 FEET; THENCE NORTH 27^13'43" EAST, 153.87 FEET; THENCE NORTH 06^52'27" EAST, 72.74 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 06^52'27" EAST, 71.40 FEET; THENCE NORTH 21 ^24'40" EAST, 153.06 FEET; THENCE NORTH 08^48'25" EAST, ] 41.52 FEET; THENCE NORTH 23^O 1 '18" EAST, 55.72 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SHEOAH BOULEVARD, SAID PONT BEING ON A CURVE CONCA VB SOUTHWESTERLY, HAVING AS ITS ELEMENTS A RADIUS OF 354.78 FEET, A CENTRAL ANGLE OF 25^16'25", A TANGENT OF 79.54 FEET, AND AT ANGENT BEARING OF SOUTH 63^53'39" EAST, THENCE ALONG THE ARC OF SAID CURVE AND SAID WESTERLY RIGHT OF WAY LINE 156.50 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCA VE SOUTHWESTERLY HA VlNG AS ITS ELEME!'~S A RADIUS OF 726.13 FEET, A CENTRAL ANGLE OF 34^OI'] 6", AND A TANGENT OF 222.15 FEET; THENCE ALONG TIffiARC OF SAID CURVE 431.16 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE SOUTH 87^24'02" WEST 18.14 FEET; THENCE NORTH 28^13'03" WEST, 154.38 FEET TO A POINT ON A CURVE CONCA VE NORTHERLY AND HA VlNG AS ITS ELEMENTS A RADIUS OF 36.00 FEET, A CENTRAL ANGLE OF 75^40'05", A TANGENT OF 27.96 FEET, AND A TANGENT BEARING 9F ~'JUTH 42^18'41" WEST; THENCE ALONG THE ARC OF SAID CURVE 47.54 FEET; THENCE SOUTH 27^58'46" WEST, 42.00 FEET; THENCE NORTH 62^OI'14" WEST, 44.00 FEET TO THE P.C. OF A CURVE CONCAVE NORTHEASTERLY HAVING AS ITS ELEMENTS A RADIUS OF 78.00 FEET, A CENTRAL ANGLE OF ] 9^25'58", AND A TANGENT OF 13.36 FEET; THENCE ALONG THE ARC OF SAID CURVE 26.46 FEET; THENCE NORTH 68^35'20" WEST, 45.29 FEET; THENCE SOUTH 21^24'40" WEST, 84.44 FEET; THENCE NORTH 68^35'20" WEST, 87.08 FEET TO THE POINT OF BEGINNING. / Hf1' ~ E2.c RISER D~ E3fO EH.MiD IHtS t'tPtAI. eel EH.MiD IHtS t'tPtAI. aJ2 EH.MiD IHtS t'tPtAI. _ PL.Ir'fNi fiCftAD Hf1' DESaFTtN , 1836 WOODWARD ST., Suite # 101, Orlando, FL-32803, Ph: (407) 895-5400/895-5226, Fax: (407) 895-5225, Web Site: www.astrue.net E-Mail: astrue@cfl.rr.com 1 2 3 4 K J SHEOAH BOULEVARD I STATE ROAD 43 5 6 7 8 9 12 10 11 GRASS MEDIAN! (TYPICAL> I -ASPHALT - I CONCRETE SIDE'JALK VICINITY MAP (NOT TO SCALD MEADO'JBROOK 'JINTER SPRINGS, LLC _. PARCEL 33-20-30-515-0104-000 ., ZONED PUD LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) H LEGAL DESCRIPTION PARENT TRACT A PORTION OF TRACTS D, E, AND I. THE HIGHLANDS SECTION THREE, CITY OF 'JINTER SPRINGS, AS RECORDED IN PLAT BOOK 17, PAGES 49 AND 49, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLO'JSI G COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT D, RUN SOUTH 85"'11'58' 'JEST, ALONG THE SOUTH LINE THEREOF, 70.00 FEET THENCE NORTH 36"'50'38' 'JEST, 217.13 FEET) THENCE NORTH 44"'47'02' 'JEST, 177.77 FEETI THENCE NORTH 83"'36'38' 'JEST, 315.32 fEET) THENCE NORTH 10"'21'05' 'JEST. 310.54 FEET! THENCE NORTH 57"'33'00' EAST, 150.51 FEET) THENCE NORTH 66"'29'30' EAST, 340.92 fEETI THENCE NORTH 27"'13'43' EAST, 153.87 FEETI THENCE NORTH 06"'52'27' EAST. 72.74 FEET TO THE POINT Of BEGINNING) THENCE CONTINUE NORTH 06"'52'27' EAST, 71.40 fEET) THENCE NORTH 21"'24'40' EAST, 153.06 FEETI THENCE NORTH 08"'48'25' EAST, 141.:52 FEETI THENCE NORTH 23"'01'18' EAST, 55.72 FEET TO A PDINT ON THE 'JESTERL Y RIGHT OF 'JAY LINE OF SHEOAH BOULEVARD, SAID PDINT BEING ON A CURVE CONCAVE SOUTH'JESTERL Y, HAVING AS ITS ELEMENTS A RADIUS OF 354.78 FEET, A CENTRAL ANGLE OF 25"'16'25', A TANGENT OF 79.54 FEET, AND A TANGENT BEARING OF SOUTH 63"'53'39' EAST, THENCE ALONG THE ARC OF SAID CURVE AND SAID 'JESTERL Y RIGHT Of 'JAY LINE 156.50 fEET TO A PDINT Of COMPOUND CURVATURE OF A CURVE CONCAVE SOUTH'JESTERL Y HAVING AS ITS ELEMENTS A RADIUS OF 726.13 FEET. A CENTRAL ANGLE OF 34"'01'16', AND A TANGENT Of 222.15 fEET) THENCE ALONG THE ARC Of SAID CURVE 431.16 fEET) THENCE DEPARTING SAID RIGHT OF 'WAY LINE SOUTH 81"'24'02' 'WEST 18.14 FEET) THENCE NORTH 28"'13'03' 'WEST, 154.38 fEET TO A PDINT ON A CURVE CONCAVE NORTHERLY AND HAVING AS ITS ELEMENTS A RADIUS Of 36.00 FEET, A CENTRAL ANGLE OF 75"'40'05', A TANGENT Of 27.96 FEET, AND A TANGENT BEARING Of SOUTH 42"'18'41' 'JEST) THENCE ALONG THE ARC Of SAID CURVE 47.54 fEET) THENCE SOUTH 27"'58'46' 'JEST, 42.00 FEET) THENCE NORTH 62"'01'14' 'JEST, 44.00 FEET TO THE P.C. OF A CURVE CONCAVE NORTHEASTERLY HAVING AS ITS ELEMENTS A RADIUS OF 78.00 FEET, A CENTRAL ANGLE Of 19"'25'58', AND A TANGENT OF 13.36 FEET) THENCE ALONG THE ARC OF SAID CURVE 26.46 FEETI THENCE NORTH 68"'35'20' 'WEST, 45.29 FEET) THENCE SOUTH 21"'24'40' 'JEST, 84.44 FEET) THENCE NORTH 68~35'eO' 'WEST, 87.08 FEET TO THE PDINT OF BEGINNING. F SURVEYOR'S NOTES E I. THIS IS A BOUNDARY SURVEY. 2. THIS SURVEY 'JAS PREPARED 'w'ITHOUT THE BENEFIT OF A TITLE SEARCH. 3. BEARINGS SHO'w'N HEREON ARE ASSUMED AND BASED ON TI4: NORTH RIGHT Of 'w'AY LINE OF STATE ROAD 434 BEING NORTH 88"'23'40' 'JEST PER PLAT OF THE HIGHLANDS SECTION THREE, AS RECORDED IN PLAT BOOK 17, PAGE 49, THE PUBLIC RECORDS OF SEMINOLE CI1JNTY, FLORIDA. 4. UNDERGROUND UTILITIES AND IMPROVEMENTS HAVE NOT BEEN LOCATED. POINT OF BEGINNI 5. INTERIDR IMPROVEMENTS HAVE NOT BEEN LOCATED. 6. AFTER REVIE'w' OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No.12117C 0130 E, EFFECTIVE DATE APRIL 17, 1995, TI4: PARCEL DEPICTED HEREON LIES IN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN). 7. (D) DENOTES DESCRIPTION) (f) DENOTES FIELD MEASURED) (P) DENOTES PLAT) (C) DENOTES CALCULATED. 8. VERTICAL INFORMATION SHO'JN HEREON IS BASED []II SEMINOLE COUNTY BENCHMARK DESICiNATION No. 4644101, ELEVATION=41.538, AND SEMINOLE COUNTY BENCHMARK DESIGNATION No. 4644201, ELEVATION=45.o94. SITE BENCHMARK IS A TOP Of MANHOLE COVER, ELEVATION=46.11 FEET, AS SHO'w'N HEREON. SANITARY MANHOLE RIM ELEVATION=43.33' INVERT ELEVATION=39.83' 0.5' CONCRETE CURB CONCRETE DRIVE AND PARKING 0.5' CONCRETE CURB 1.5' CONCRETE CURB AND GUTTER (TYPICAL> .f' STORM MANHOLE RIM ELEVATION=44.72' INVERT ELEVATION=37.72' ~ \);: , '" /;1' SANITARY MANH[J..E RIM ELEVATIDN=47.21' ,s. *' !fI .. INVERT ELEVATION=44.47' o fir SET NAIL AND DISK (LB. No. (885) ~ l&J . '1T LIG~ POLE ( .'" SITE .. BtNCHMA TOP OF SANITARY MANHOLE COVER ELEVATION=46.11' INVERT ELEVATION=f2.11' , \ ~ PO\IER TR'(lNSFORME /F O.JER STAIR~ELL: 6c~ · FIRE HYDRANT .r~ *'~ ~IT PO'w'ER TRANSFORMER #~ ,.1.'f ~ f:P #l~) '3trfi. CONCRETE . CATCH BASIN TOP ELEVATION=44.64' INVERT ELEVATION=39.64' \0 -J ",. ~ I ,~ ~ Q. q, I UNITED DOMINIUM REALTY TRUST PARCEL 33-20-30-515-0DOO-0000 ZONED PUD CATCH BASIN .Y ~BUILDING fINISHED FLOOR ELE~TIDN=46.8o' I - GRASS - I N 83"'36'38' 'w' 31S.32'(D> ,> " . CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OFI MNH ENTERPRISES, INC., ITS AFFILIATES, SUBSIDIARIES AND LENDERS. . *'. " " . " . CONTINUES AROUND POND -APARTMENTS- , 24' RCP INVERT ELEVATION=39.67' D (SEE PARENT TRACT DETAIL FOR CONTINUATION) LEGEND o RECOVERED NAIL AND DISK (LB. 3615)(TYPICAL> o SET 5/8' IRON ROD AND CAP (L.B. No. 6885)(TYPICAU LINE TABLE COURSE BEARING DIST ANCE C L1 L2 L3 L4 L5 L6 L7 L8 L9 LID S 85"'11'58''J N 36"'50'38''J N 44"'47'02''J N 57"'33'OO'E N 27"'13'43'E N 06"'52'27'E 'J 97"'24'02"'" S 27"'58'46''W N 62"'01'14''w' N 68"'35'20''W 70.00' 217.13' 177. 77' 150.51' 153.87' 72.24' 19.14' 42.00' 44.00' 45.29' DATE REVISIONS BY DESCRIPTION BY DATE B A 1 2 4 3 RETENTION POND 'JATER ELEVATION-40.98' fEBRUARY 12, 2002 TOP Of BANK t> . .; . " t> . ..rI' . CURVE TABLE COLRSE RADIUS ARC LLENGTH DELTA CHORD CHORD BEARING C1 36.00' 47.54' 75"'40'05' 44.16' S 80"08'43''w' C2 78.00' 26.~6' 19^25'58' 26.33' N 32"'52'17''w' C3 354.78' 156.50' 25"'16'25' 155.23' N 49"'15'25''w' C4 726.13' 431.16' 34"'01'16' 424.86' S 19"'36'36'E 13 , o I 15 30 SCALEI I' = 30' , 60 14 " . SURV YO'S CERTIFICATION I HEREBY CERTIF T AT THIS BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED ON FEB AR 12, 2002, IS IN ACCORDANCE 'WITH THE TECHNICAL STANDARDS AS REQUI D Y C APTER 61GI7-6, FLORIDA ADMINISTRATIVE CODE. ~ . , . ". DATE DESCR I PTI [101 p, O. BOX 560698 ORLANDO. tL 32856-06 8 PHONE (407) 509-230 tAX (407) 540-049 BOUNDARY AND TOPOGRAPHIC EY PREPARED FOR MNH ENTERPRISES) INC, A PORTION OF TRACTS E, AND 1. THE HIGHLANDS SECTION SECTION 33, TOW'NSHIP 20 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA AD LAND G.P.S. Qnol Convpnt/ona Survpy Spr A IN C ED SlURVEYING & MAPPING JUNE 04, 2002 FEBRUARY 26, 2001 J. DAVIS ADJUST TOPOGRAPHIC ELEVATIONS ADD SEWER AND WATER DATA K. MITCHELL 5 6 8 9 12 10 7 11 ~ Ao.~Ao. POINT OF COMMENCEMEN SOUTHEAST CORNER TRACT D PARENT TRACT DETAIL (NOT TO SCALD L P.S.M. loS. No. 5682 UTHORIZATION No. L.B. 6885 OUT E SIGNATURE AND THE ORIGINAL FLOR A LICENSED SURVEYOR AND MAPPER. F1ELD IIIIK SCALE F1LE NAME SHEET 13 lOlHI069 llMHID69.DliN 11:F1 14 15 .... K ~ J I H G F E D PROJECT' NAME: C {[j >- ,-,..~~~ Inc. Engineering I Architecture I TnteriOl'R I Landocape 1836 WOODWARD S1RE.I!T. STE. IOJ ORLANDO. FLORIDA 32803 --.......~ PHONE: (407)895-5400 FAX:(407)895-5225 WEB SITE: www.18truc.nCI E-MAIL: 18tnK:@cf1.tr.com - Creativity As True As Reality ENGINEER OF RECORD: AMR T.GAWAD,P.E. FWRIDA REGISTRATION 1149416 HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA 5 s/lsm 4 2/27m 3 2119m 2 2,.()5m I l/15m B No. DATE: SHEET NAME: 5th PRELIMINARY APPLICATION 4th PRELIMINARY APPUCATION 3rd PRELIMINARY APPLICATION 2nd PRELlMINARY APPUCATION PRELIMINARY APPLICATION REVlSTON I SUBMISSIONS EXISTING SITE SURVEY . COPV'UQHT :z001, TRUE DlOINEEM & MCHrTECTl, INC. DESIGNER HEMlYDPleaYREIIEI'M!B Hl8lXPWtlGHT NfJ cmet ~GHT. IN THE IDEAS, DEIIONS. AFtIV.NQEUENTI. PLAJ'48 AND DRAWINQ8..::JWN HeAElN Il.04lOEAS, O6IM>>a,AMANQeMEtrnI, PLAN8AND DRAWINGS WERE CREATED. EVOL.VEO AND l)EveLOPED FOR U8E QtN<<J"~WlTHTHE8PEaFED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHAJIIOED ORCOPlED IMANY FORM OR MNtPrERWHA.18OEVEA A ~~~T::~:~:~~~,,~Ep~~~~~I:S~:~'::~~D~~~~~~IC,NORME ARCHTrncruRAL CNR. 1NTI!R TOR LANDSCAPING DRAWN BY: CHECKBDBY: APPROVED BY: 15 SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12.2002 I SCALE: PROJECT No: Ol-M3.00 I 1" = 40' SHEET No: COOl 1 2 K J I H G F E D c B DATE A 1 2 3 4 6 8 5 7 ~ TREE DATA QUANTITY TREE SIZE 17 4' TREES 26 5' TREES 16 6' TREES 19 7' TREES 29 S' TREES 27 9' TREES 31 10' TREES 26 11' TREES 6 12' TREES 9 13' TREES 9 14' TREES 13 lS' TREES 12 16' TREES S 17' TREES 7 lS' TREES 2 19' TREES 3 20' TREES 4 21' TREES 2 22' TREES 3 24' TREES 2 25' TREES 1 26' TREES 1 29' TREES 1 30" TREES 1 34' TREES 1 40" TREES Lu . If) !U CD ..,. ~ 014"~ 17'~ o .. -... ow 'IE o u. 'IE 07'~ or~ 011" 'IE o DO na: o ...1IIIll O.'IE 0""- 0" 'IE or TIm: 01a''IE 7'~0 0"'~na:01l'''- oo~_ or~ 01l"1IIIll 011""- o II" 1IEE o ... 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Engineering I Arcbitecture I TnteriOl"S I ~ 1836 WOODWARD STREET. STE. 101 ORLANDO. FLORIDA 32803 PHONE: (407) 89~-~400 FAX:(407) 89~-~W ~~ ;~:i:;:: ;:::::ry ENGINEER OF RECORD: AMR T.GAWAD,P.E. FLORIDA REGlSTRATTON 1N9416 HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA DRAWN J. DIIVJS fIELD DATE EBAUARY u. em fIELD 1II1J< 09. PillE 2 SCIIU: 1. = 30' PRD.JECT NJ. 1118-0069 fILE NAME 1I11-C1169.1lGN StET SHEET 2 or 2 5 5/1 5/00 4 2/27102 3 2/19/00 2 2,u~102 1 1/15/00 B No. DATE: SHEET NAME: 5th PRELIMINARY APPLICATION 4111PRELIM1NARY APPUCAll0N 3rd PRELIMINARY APPLICATION 2ndPRELIM1NARY APPliCATION PRELIMINARY APPLICATION REVIS TON I SUBMISSTONS TREE SURVEY .COPYRIGHT 21001, TlWIINOINIIR8 &. MCHn'ECTS, 11'tC. OISKlNIR HEIU8YDPMII8L.YMllIIfe 1tS~ NDan-tP: AIQNTS IN THE IDEAS, 0E1IQN9, ARRNlGENENTS. PlANI AND DRAWlNQ. IHCWN HEAEI'oll MJCt.4 mAS, DEIIQNS, ~ Pl.ANS AND DRAWINGS WERE CREATED. EVOl'4D AND DEVELOPED FOR USE ON. N4>,.c::cNoEC11ONv.mtlHESPECIFIEDPROJECT. 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" " "...")( ./ "'., .."'.. ,-''':: ' '.' ,i' /" ,;/ 4'./ "1.''6s / / /' COORDINATE WET TAP WITH , . ~' J {' L---I45:5Ol ~>. ' .""...n",,,,,,,,,,, "'. ";,,~,,,*1l'3' " ' , , "/ '>1' " ~ , ..... . / ' / CITY OF WINTER SPRINGS . .'!, :- : ~;," ""';l , :'; r-:- 9 '. I. . : 45'>' I' 45.50:. ~45.SIl1' 145.lI2' / \... /:... , .' fl.)' /' / ;1 ' " PUBUC UTILITIES ,;, ~,:\xftI~I0.?"~: ~J.~;:'E; . ! EXISTING T~ 8~A~~O~~ :~ ,,,., 45'~~ICC~ I -,-/. -: '1< 4S.ilO: : 1;,) :'.' \, I/' ;. : ' . ~/>;" >~ / / / 6-INCH 'llETTAP Villi ; ;' ".. X ".$ .; ~':": .;', i :z: j ." , " < ..~. ~. . .,0 . " N , " . , " . : ';': <';;' :" :'Ji1 ,ro.~?1 y" " , ~(", '/ / " (\ //"L / SHEET COlD) "'.f'" F,l"O,>' r '"~I ~, x, 1 ."....7' ...,'" ~' "", /" , " /,' ,/ .$ // :/'J: ')(...",~.> / ,"/"'." ~ "", ''''''^' '1,',: 11; UJ!( ",,'" """".w"'"' "..%'""""" I i L~" .S'~,"...",'//' / "".".":;,./~::,,,/ ,/" ." 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'~~r- ... '5 " ... '" A , ~,~. ',' , /'~ '\.//,. ... /,/ r' // ~ / 1IOT1IIIl1KDF1CA_ ~ 45.96 ...",~ ~ r~ ~ x . \ \\ ..'~ . :. ~ : ~ <.. "~<~~:..~~~/./ ,//"- CON1RACTOR TO MOOFY ./ / ,//// /40.10 ..'---..... ~ ",/' ,,~\.'~ . r=-=1 ' " "";"",)(' ,.' BOTTOM OF SWAtE 1>5 SH~ ,// ~,/ 10) tJ ~/,,~'." ( 4...(\ \'.9 '~\,~ ' rl 42.22 I ",<,<<~;',; ~,:>'~., // IN lHE DETAIL (SEE $ltT COO5),.'/ ,'//'" (3lI.8Sl-"4 & ,,~ "~",,... J~ "'I!" ( ,', \ ~ ~ "'. ~ ~;', :,,;,,::,~ >1&1"/ j',Y!/./ ,/' ('t(J9.70)//"'(39.111 -tA'". (.110) ,,,...,~..,,,..."~,..." , (t . "". !" "", " \ ",/ " \~'"""7' ,..../)(:".!iJ ,/' "I.a /' \,/ (JII.82) l' ", \ ':! " '"", "" '. ~. ~ ,..o" t?.. ,,:9 /' 1 o',.' I '..., ~;' ~... ",,, , , . ,'~ v.,? ",o" ,,,,,,,, \", ~ : >'\ \ : ~"~.'~ /~\"'/"'<" ::'~':: . : : " .,,~~,,;~<,"':~ 11; ~~ ~,.~ ''''~~~OSED 40 ~LF.) " / '" " /' ,X" "'/0 ,//,/'" \ T ~~ \ \ I 4 ,05 \: <~'; "",:f."..." <,. -:",:""":"""'",;,,,:,,>,\'> 'j Q ~ t",.\\:~ ,,~' Of 12; P.V.C. ,/./ .o" ,/ . :> /,/~ \ i,,;, ',' '. 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"tl "...,' 1 40.64 t' ....!J ", /....... ,'" IIOT1IIIl MOOFICAnON " " " " "\ / \ "",n""" . ., , . ... ,~~''''', <' '" ,~" '~11; "", 3968 J"O "t?c:L // j '\ I " . . . . ,.' . "\J.",,, ,.,~".h ",,,.o" . >> ..' oJ ..... . . ....,..-,r~ '~:':~, .!C';.,..i,,'N'" ~ d'''' ....',. 11; "t?.>. I' ~ '.9S '"l5'" ,/,/y ~ . " " ~ " ,,, . . . .1. ....,d"~" · ."r"vt'~ .~ ," 0 > ~~,x.,. ~----' ~ /' \ " . " , " , "".... ,,#:;r.- , .' < ,y;:-, ~ f$ '*-;~:,... .:> ~ . La). / (38.40) :~': : "".:~,~:,~,~~,:,~:,~: :i,~,:,;",{,~ s'~.":~~:""""'~' ~\""",,,,,,,.,,,,,,,,/,,,,"d' ';t?t>s ...it ~" """" " ,)( ~ ,'" x...) "0 .../,//'" ~ ~ SW ALE MODI FI CA TI ON 0 ET AI L ) ,,,,::,:~''''f,,;,:,~~,.>>,~l( is u: .j)<9 ""',"'''''''''''' \_ SOUTHERN UMIT OF SWALE BOTTOM "..."" ,/ /x '>" ""'~",/ ~ ) .:f'>~v Q~> ,,,,,,,,,,)1;''''':.''''' t\ MODIFICATION (SEE DETAIL ONJ~OO5r ,/ x'", "t?> ,," /'--"'---^--./~--..J' N.T.S.., J ",. ~ I .""", """, ",..' CITY"'Qh WINTER SPRING . % I. ,/ ...' I ,/ ", l?>....? I ,//' I I I I ~I ~~"\1l i 'rt ,.:!=~=~=-2~:':"""""'::--":-""~-~'-"--:T' """h",o;:,J1:""'n< ,<<~/ ~~<.... ..,:: . "....'N.., ...~n "'4l\ . "A ';(0 --;\ 0:::- W (L OW 0::: 2;, a..:J ~ " ~ (4:1) ".(~~ -'~ ''i-'-'''-'-.-.'' (42.11I) IIO\E 7 FT. 10 lEST I < (4Ul D __--""'!i: ) 168:\) ---.--.--...--.-."# I -,--):.:.,--;;.,) D ~ (42.11I) ~ ~ ~c I < (45.30 -- , ~'L-"'-"- ..-,-'- I .--- ....'f. ~. CROSS SECTION SW1-SW1 N.T.S. ~ 0::: W (Lw ~z a..:::i APARDSlT IU.DtlG \ I m: 47.~ 1(4UI) ~ - / ~ "''','' ~ \ ~ "--"'" ~ (4:1) ,'>- /)<y ,).7 "'~ "-, ,..-..-'" "'''>i-'''''''''''' (41.67) IiKM 1D.5 n. TO lEST CEOl1D S'/S1DI (41.8 ) ) /) PRII'OSEII MOIIF1CAlIlII CROSS SECTION SW2-SW2 N.T.S. DEVELOPMENT DATA ',--,,", ~ BASIN -A- (5O.FT.) (A.C.) 5,488 0.126 19,364 0.445 24,852 0.571 12,000 0.275 36,852 0.846 ./--..J ,"" .J-.... .J-.... ~ ... BASIN -B" I'---... _/'fOTAL (sa.FT.) (A.C.) (X) (SC.FT.) (A.C.) 15,349 0.352 30.7% 20,837 0.478 18,338 0.421 36.7X 37,702 0.866 33,687 0.773 67.5X 58,539 1.344 16,255 0.373 32.5X 28,255 0.649 49,942 1.147 100.0X 86,794 1.993 (31.40) 38.40) PRlI'SEIl SWAlE IIOT1IIIl D.EVATllII 4.T C CF flRCIIQESO IlRMWA y (X) (x) 24.0% 43.4X 67.4% 32.6X 100.0X DESCRIPTION FUTURE BUILDING & COVERED AREA PROPOSED PAVEMENT/SIDEWALKS TOAL IMPERVIOUS AREA OPEN SPACE/ GRASS AREA TOTAL AREA 14.9X 52.5X 67.41 32.6X 100.0X ) ~ NEAREST 100 YEAR FLOOD ELEVATIONS: ELEVATION 44.40' ~T LAKE AUDOBON I I 2 8 3 6 9 10 7 4 5 11 12 13 14 15 - - - - - - - K S't'IIIOl. J D .''''''. ',,/,',',' '.....'.. ','/ [j:;1 ~ .. E8 r...r.-.~~ Inc. I H G F E PROJECT NAME: Engineering I Architecture I Interio", I Land'lC8pe 1836 WOODWARD STREET, STh. 101 ORLANDO. FLORIDA 32803 PHONE: (407) 895-5400 FAX:(407) 895-5225 WEB SITE: www...true.DeIB.MArL:asU\le@dl.rr.com Creativity As True As Reality DRAINAGE LEGEND CCIIION NAME ASPHALT GRASS alIICRETE ElGS1ING alIIDllIlIIS NOT INa.u1E) IN PROPOB lXWSlRUC_ HIGHLA S APARTMENTS WINTER SPRINGS, FLORIDA 9 8/29/112 8 8/6/02 7 815m 6 7123/112 5 5/15m 4 2127m 3 2119m 2 2/05/112 1 1/15/112 No. DATE: B SHEET NAME: PER crrv ENGTNEER PER STORMWATER UTD..ITY MANAGER PER STORMWATER UTlLITYMANAGER PER STORMWATER UTD..ITY MANAGER 5~PRELThaNARYAPPUCATION 4th PRELIMINARY APPUCATION 3nl PRELThaNARY APJ>UCATION 2nd PRELIMINARY APPUCATION PRELThaNARYAPPUCATION REVISION I SUBMISSIONS DRAINAGE PLAN .COPYRIGHT 2001, TRUE ENGINEERS & ARCHrrECTS,lNC DESIGNER HEREIVEXPIEB.Y~HSCOP'r'RIQHT ANDOltER FlIGHTS IN THE IDEAS, DeSIGNS, AR.FtANGEUENTI, PLANS AND DRAWINGS 8HOWN HEREIN Sl.JCH 10EA8, llE8IGN8. MRNGEMENr8, PLAN8 AND DRAWINGS WERE CR!ATED. evoLVED AND DEV!LOPED !&OR ute ON. N<<)INQ:)r<f\I!CTlONWlTHllt!!: IPEOIIIEO PROJI!CT. THESE PL.AHS ~D DRAWINGS /litE NOT TO BE REPROO!JCED, C~GEDM.CCJIIEDINIHYFOfW OR"""ER~1lIOEVER A :~~':~~~~~Ep~~~~~I::i=~~::~~~=:~~eo:~~1ECT8INC r<<lRME ARCHJT'EctURAL CNL INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12,2002 SCALE: PROJECT No: OHl43.00 SHEET No: 1" =20' C005 1 K J I H G F E D C B ....,.....,.. ....,.,..,.'''.....1..... '.: :.. '" .:..::.:....:.::...:<:.: : .:' .. A 1 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ..." '. I .. .. :<< .. 'Pi . ,iDA'. CONTRACTOR TO MATCH EXISTING GRADES AT PROPERTY LINE .. JifiiiI LIS" . ... . . .... .:.:....... 41 .....:.:-; .UlO.... 0 .....,.. ,: .. . ....... 'llb . . <<.... ~ : .. : . <, : : '.. -< 4. . :." 0'.,.: .. . . .~w , III {lit . . ~: : > .' ' ~~: :; ~ : :: : : .: >. : .~:- :( :,j~io,q . . '. . ':"':""-.;..~~~~__..:~ " " " 0 Y ~. ~ ~w'?<<,,'~'" 0 . " , ., ,. .~~ r ' " 1';:~' <<,il~~:~ . ... ~ . . """"'"w,.~ Ii"" .. . X . ~. "" '!fg . .~~'. . ...... 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" . ..,.,. ~ ~... ~ EE CROSS SECTION DETIAL E-E) } . . 0 . . . 0 , 45.50 \ y " . "~: ' : . . " ,< ,,* . < . ~, !./ > " ;,....::..---- ,,~ ... 39.68 "0 r--m/ '. *',,'>> ~. " . .',j. " " " . ~o ___... "l?> ->6 ~...-/ A " . " . , . " , " .,* ,,,'.' /"-- Il!I" ~~... > LlU '''' ~ <Y .... .,. ~ ... .,."'r ~ (..( ~ .., ,J _ ~ .."..".. ,'-" ." . ", ,,-i, <~. ,.,' ~ r- "0"';\ r- . '. . , ' " . rr .,~ "0 <::' (39.05 ,.os ./ ..-/ "0 . " ,<, ,'"If.:\ils ~ )( ;:6 ~ SOUTHERN LIMIT OF SWALE BOTTOM --../,,,.../.- '>" ~: ~ '" "Q~> ~,.,.,..::~::1 \;--MODIFlCATION (SEE DETAIL ON 7J "l?> "Q>~ )("Q,,> ~~~~~~R SPRING \ J.../''-''. ---./'_-..-/n ~ .] GRA TE ELEV. = .39.88' , \. "q.?() INV. ELEV. 38.18' 9'; I I qso I I , ~~ IV %1 8-INCH PVC CO. GlNV. ELEV 42.50' CONTRACTOR TO COORDINA lE SEM:R CONNECTION WITH BUILDING PLUMBING 10 LF OF 8-INCH PVC SEWER LAlERAL 01.0" MIN. "~~ "~J<? "~JJ "~Jo .&\ "'~' . ,,,,.-r-'---. ~ NORTHE UMIT OF SWALE BOTTOM \ ,,;;"', ~ MODIFI TION (SE DETAIL ON C005) '.r.iJ:... ~ 1----./'~ PROP. 6-INCH PVC '-.~ ~~:..; '--../"C1-il WA lER SEVlCE LINE XISTING S.S. 8- P TO CITY OF WIN SPRINGS SEWER YSTEM EXISTING 12-INCH WA lER UAIN "<~s 16-INCH DIA. JACK c!c BORE CASING - "~(;..t ~ CONTRACTOR TO COORDINAlE WET TAP WITH CITY OF WlNlER SPRINGS PUBLIC UTIUTIES 6-INCH WET TAP WITH TAPPING SLEEVE & VALVE (SEE M:T TAP DETAIL ON SHEET C010) ~ "~> "J> ".l>. ":t .~ CONTRACTOR TO FIELD VERIFY EXISTING CITY'S WA lER MAIN 1L"~ ~ "< 2-x6- lEE rr- r . 3' ~ IR::G::~:::~MW~~~/((r yj ....(1) CH RPZ BACKFLOW PREVENTOR PVC BOX SHEET L002 FOR IRRIGATION PLAN) ( DETAI. (3) as. f ... ( ( ( ( ( ~ r- A.C. C<J4DENSlNG ~IT (TYP.) ~ ......... ., ,":'. ~. '. .,' .,.~. I- ""~~"D"~:, ,.: ~ rAli:V~' , ~"': y.... ..rAl'. ~ '.~: ~ ..~ ." (..~J- ',' . ,....1. .' ';.-'. f'y'~ '; '. ~.... " .... '. .-: , . . " . i. ~ .' .,,':-' " -.No . k'.' . WAlER ME1ER AND VAI..'vf. BOX 'Sx6.r- )~ j "~o> DETAIL (2) N.T.S ''-''~-.-../''~ ..;... ~ L...- ,......... "-- "".', ", ,~ :1 <<'. ". ' ..' . , " . '.' .. :.. _ .'.1 k(' ~., j , .'. 3/4 WATER METER ~ ,_,,,:". ':" ."...... ~. < (TYP)pER APARTMENT -~_. '. .-' -' - J '. '-." ... -fi '.~ ' . ~T":< , ", ~_o= '" ( I H. .~_--~.... ~.....- .' .-." .-. 3/4" GAlE V1d..VE I:"" ~ u.....:---;:,." " ."." < :" t'x 3/4" CROSS (TYP)-i . ':' }o~~ ,", ." " 6 < .^, < I (TYP) 2"X 3/4" TEE (TYP) NOTE: OWNER SHALL PROVIDE THE CITY OF WINTER SPRINGS WITH A 15 FOOT WIDE EASEMENT FOR ALL SANITARY SEWER LINES AND WATER LINES UP TO THE GATE VALVES WITHIN PROPERTY BOUNDARIES FOR MAINTENANCE PURPOSES. 11'. "0 q,.. 'S! ""'S OS' / 2-INCH P.E. WAlER SERVICE UNE 6-INCH OR 4-INQi WATER SElMCE UNE G:> ir C<J4lRACTOR TO COORDlNA lE WA lER CONhECTlON WITH BULDING PLUMBING ~ -- DETAIL (1) N.T.S I I I I I I I I I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 - 'll'~Ul - is" - - - - - - < ~ - - E8 r...~~~ Inc. WATER SEWER LEGEND D ..",...... ""<'" ~:;::>'::~.~:i. ~ b:S:a . ARCHTT"EcruRAL CIVll. INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: A1>1>ROVEDBY: Engineering 1 Architecture 1 Jnteriors 1 Landscape 1836 WOODWARD STREET. sm. 101 ORLANDO. FLORIDA 32&03 PHONE: (407) 895.5400 FAX:(407) 895-5225 WEB SITS: www...truc.nctS.MAII.:...Iln1c:@ct1.rr.com Creativity As True As Reality SWBll. COMO NAME K J I H G F E D PR01F.CTNAME; A!PIlAl. T GRASS IXlNCRE1E ElG~ CCNlI1lONS NOT INCUJDED IN PROPOSED alNS1RUC1IDN v HIGHLA OS APARTMENTS WINTER SPRINGS, FLORIDA PER CITY ENGINEER PER STORMWATE'R UTILITY MANAGER PER STORMWATER UTILITY MANAGER PER STORMW A TER UTILITY MANAGER 5thPRELlMINARY APPllCATION 4th1>RELThfiNARYAPPLJCATION 3tdPRELlMINARY APPllCATlON 2nd 1>RELThfiNARY APPUCA 1'ION PRELlMINARY APPllCATlON REVISION 1 SUBMISSIONS WATER AND SEWER PLAN .CO~IOHT2IOO1, TRUllN01NEERS & ARCHITECTS. INC OI8IONIR: HEIItIIYDPIllII8L.V.......ltICOP'f'RICJHTAtCCITHIA IUQHT8 IN 1l4E IDEAS, DE8lQNS, ARRANGENEHT8, PLANe AND DRAWlNG81HOWN tEAEIN Il..D-lIDEM, IE8GNB, JfUWtGENENJ8, PLNl& AND DRMNINQS WERE CREATED, EVOl\lED AND DEVE1.OPED FOR USE ClN,~INCXJtN;C11ONwm-l1lESfIECFlEI)PROJEC1 THESE PlANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANOEOORCXFEDI\IIN<<FORNORt.MNER'MIA1'8()E\,tR A ~~T:~c:::t~~O'-:E~~~~~~~~~==~~~MCHmnBtc.~HfL C 9 8/29/00. II ll/Ml2 7 815m 6 7/23/00 5 5/15/00. 4 2/27 /fY2 3 2/19100. 2 2,flS/fY2 1 1/15/00. No. DATE; B SHEET NAME: SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12.2002 SCALE: PRomcrNo: OH143.00 1" = 20' SHEET No: C006 K I- J 1 2 5 3 4 I I I I ~ " '''''.,.r ~ ." ;- '" . r ,.,.. .-d~ . r '. \. - ''',,- "'"'- -- --~.~- -__ .~. r _ ~ ~ :;-r '- '- ~...::-.. \ r ::Y~ rr ,.. ...... " "- ~ s~ ;~>;- ~. T~e NNN Silt Fence 2-1/2" 1.33 Lbsfft. Min.} '- Post (Options: 2 x 4" Or Min. Dia. Wood; Steel I - H - G f- F - E - I I ,. Optional Post Positions JY-- Principle Post Position (Canted 20' Toward Flow) 81 I ~ ~v -Filter Fabric 1/ ~w - ---......- L- I 1 .1 Filter Fabric (In Conformance With Sec. 985 FOOT Spec.) 6' Max. ~ ::5 es c :i ", . N - . DO ,..-- ~ !.. ~ I ~ ;: r,'U--- -- " , ~ . .----.U- . ELEVATION SECTION TYPE III SILT FENCE , I .[ ----~ .; ..:1.' _l' .- ~ .~ , - . -. ... .-. ,... .; .,&. .. - ., ~ SILT FLOW ... ~- , ,..-:r- :~:_ '. ~:" .1 - .. -.."'....~......"1 ~ ",'" . ~ f" - n .."", _ :;\.... '..... ,.. "')tI ~~- """ ~- . . - , \ -----~-- - , NOTE: SPACING FOR TYPE NNN FENCE TO BE IN ACCORDANCE WllH CHART N, SHEET 1 OF 3 AND DITCH INSTALLA1l0NS AT DRAINAGE STRUCTURES SHEET 2 OF 3. TYPE NNN SILT FENCE PROTEC1l0N AROUND DITCH BOTTOM INLETS. TYPE "''''''' SILT FENCE DO NOT DEPLOY IN A MANNER lHA T SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WA TERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCA 1l0NS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. o SILT FENCE APPLICATIONS N.T.S. la a'ala ala ~ Woven Filter Fobric In Absence Of I Established Gross (Approx. 12' x 12'). r: I Secure Edges By Entrenching And Extend Under Bags and Bales. Fabric ~ Shall Meet The Requirements Of ~ Section 985 Of The Standard I I ~ Specifications. A 1 - aJa a a ala ala a a ala arala aJ La "la al alalaJaf-r"ra fa aJ- ala aj .- ./ I ~ I '( Loose Soil Placed By ~ I "'-- Shovel And Lightly Compacted Along The Upstream Edge Of Bales. Sand Bags --~ 5' Min. --... , ~l '-- Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Of Bales. TYPE II PLAN TYPE I PLAN Rail ~ r::-..... .\t-~ '"'f ~ ~ CZ;::;;ca ~ 'rI-/.J.L. f"71TL' Post .........t' 111 .MW'I"'" .>-A-~.......-t'\ .-i ;: ~ lli-~ l' Min. Recommended j ~ ... Il-rt:1\ , ~ .. . " " ".-\h'1r III" \I - " "'. · III I I II "I "1\ ".. t , 1/, I~: :._" I " " \I \I k ~ ') l' Min. Recommended 5' TW. Anchor Lower Bales With 2 - 2- x 2" X 4' Stakes Per Bale. D Anchor Top Bales To Lower Bales With 2 - 2- x 2- x 4' Stakes Per Bale. Anchor Bales With 2 - 2- x 2" X 4' Stakes Per Bale '- C '- B - A TYPI::: I ~I ~vATION TYPI::: II ~I ;::vATION Application and Spacing: The use of TWes I '" II bale barriers should be limited to the conditions outlined in Chart I, Sheet 1 of 3, Index No. 102 8 BARRIER FOR UNPAVED DITCHES N.T.S. (45.61) ~ I \~~~ II;; j~ l~.~ '; ,;~ 6. ~)......'.::: .' ~ I 'J '; ), J. .... . . . . . . . . . . '//y JOOO P 5.1 CONCRETE 1'/ . j 'j, ... . .. . . . . . .;;,;;. />J ;Y "7~ . . 'I, / J '). ,....... ~AVAV Y'>-.~ Wf1r6 .E5H- (41.70\ ~22: 7111; Z'~.!. "".. ....~ A ~~f/ ')J .../~...:.::......:.:: ..~~,~"\/~ (40.92) . ,.'; . -;.'. . .' ~ ..... "':::.'. .. A. 2- TYPE'S~ ASPHALllC CONC. COMPACTED . ".: .... .. ..~/v/v//:-!/~/ ...... ~ TO 95" OF MARSHALL DESIGN DENSITY. - (404OH . f" :~;~/..: : ,,>12" pc.v .40 LF.~ ~ . ~ 'L" 'A /" . 1<:. >~;::.,'f "::.:~: ::. W" ~ V '/'i.Y~ / /' . 6- UMEROCK BASE (LBR 100) ~ :% %; I ..A .~, ~~ '\,7'>-' y COt.4PACTED TO 98" MAXIMUM _ OBTAINABLE DRY DENSITY PER ~ :% :%'((39.4O)~ ROPOSED BOTTOM AASHTO T-180. y/ /", Z~/~)';>> OF SWALE ElEVATION 12- COMPACTED SUB-GRADE COMPACTED TO 96" MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T -160, (MINIMUM LBR-J5). (10"\ SECTION C-C PROPOSED DRIVEWAY ~ N.T.S. I I I I 1 2 3 4 5 6 7 I I WAlK WIDTH VARIES (SEE PlAN) 4" CONCRETE "I r2- CLR. SlOPE PER PlAN - I ...:~.'.~ '~~~', ..~:.'~':. "'~.A~ .:~':.'~-~',~"",::"~>.,:~".>'~-~. ....~ ;:.~'.,4:~-:"' :'::-~:: %~~~~~~ .. '\.y..,' ').7 /).}'/ L,. '" /},7 '}7/' "'..-0.Y '" ')Y &>.~v;. '}.. L- 6" COMPAClED BASE 951 AASHTO T-180 NOTE: 4" THICK SIDEWAlK W/UGHT BROOM FINISH ! lROWELED EDGE. (SAWCUT DEPTH = d" /4 I.... ,:......r:..~...: . "~ . 0 ~ .. '~:~ " "J ~ d" ~. ;~:<.:..<:;>::'~>. _ ( . .' ..... .', ' <5. ,(... '. '1"" ." .', -.:".... '. "...,' CONTRACTION JOINT 1" WATERPROOF ELASTIC CAULK / i /2" ELASTlMETRIC EXPANSION JT. MATERIAL . .,. >.;,,'.' '. ".;.," >[;~ '. . ::,<'! ~~..:. ',,~ 'r;;~":;~) 1/2" EXPANSION JOINT NOlE: ALL CONal:lE SIDEWAlKS SHALL HAVE A FULll!2" EXPANSION JOINT AT A MAXIMUM DISTANCE OF 40 UNEAR FEET AND A SAW CUT OR FORMED DUMMY CONTRACllON JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 8 UNEAR FEET. 8 9 I I WAlK WIDTH VARIES (SEE PLAN) 10 4- CONCRETE, r2"'CLR, / 14 REBAR(CONTlNUOUS) SUR PER PLAN - I t .... .:":;' n. ';<~. '. ...... '.' ,. .:~ ~A' .1 '.: ~ .1 ~ ", .~ '. .l '.' . '.. .i'..< .,.,. ..... ".",. ASPH PVtiT [:ij/~W/:J;/0:/;//'/h'-' ~ ..~. :~., ,.: . . ~ V/%'//~0'//////://///"////1- ~~.:.<II '/'/ ~/h /' ~ ~ '/)Y ~y }of '~~~7/~~~ ~ :';0./~~ L 6" ca.lPAClED BASE '>" ^ 951 AASHTO T-180 6" 6" '.L;iZ.L ~ THICKENED EDGE RAISED CONCRETE WALK WALK WIDTH VARIES (SEE PLAN) .4" CON~~" ~ 14 REBAR(CONTlNUOUS) r2 CLR. / ...... SLOPE PER PlAN - t ASPH. PVtiT. ~i~~,?~.;~i.~~;..._ 5.....'-~' ',"~}..Y/}.>? <y>""y~ >>: ,>~.'~~ L- 6- ca.lPACTED BASE - ~~ 951 AASHTO T-180 16- 6" L..~bX/jJ, L."'U.~ .CONCRETE TO BE S"THICK IN FRONT OF DUMPSlrER THICKENED EDGE FLUSH CONCRETE \WALK EXPANSION JOINT hz ..~ 7~ >~. .0".;~'~?::'~.z:::.-'~:.:<T:(.: /' /:~~': .:~x.::,~'~.~-0 :-~ . ,~7-;:.<: :y / /:'.-0 .~.::..,K....~:~/. .:Y/ L~/..,:'y~:':~~'/~';'/2<~,.';; ~ /; ;'~.' ::/'.',:;K': :~':. ;~ ;K::;. ~::/ /:,\>~<"Y4::-':~. :0~:-::j/A.::~".~.".V / L:~. .,jK/.)JZ/ }91~~:~Y ./r."!'~tA ....,~X~:;_: '/ "~:';":7 /.~ '. ...:j( ::~f7 t:f.:.y~.~~:~/ ~ L'.' "L>" 'L~"'~~'7 ?//:"~ CONTRACTI~ JT. CONTRACTION JT. CONTRACTION JT. CONTRACTION JT, EXPANSION JOINT (2'\ SIDEWALK DETAIL V (AS PER 1992 FOOT INDEX 232) BLDG. /4" CORRIDOR WALL / ~ 4' SOD /LANDSCAPING ~ ~ I r 1r CORRIDOR SIDEWALK PARKING N.T.S. 12' DRIVE 6" VARIES SOD/LANDSCAPING ~:~ ~;;~ ~ ~:..,::..\.:~;.~ _~MIN.1YP O.5%~~ ,,;' ~~&<: ~ - - - - - ~~ ~-0 ~<< '. '. ..~. ...;::.:.::.;-- ~ '/ ~ %; :-' r::v...<v'fl ' 'Y'-'/, ~A'V: V '''~:4::::;:;:':~",;,;,;,.~~<I'//./: ."~//77"- ~ /;77///',.... . ~~"/,,~' " v.... -....;j . .....'"7..?,."'"'7 ....~L// / /- / // . ..... . . .:.:.... . ~ 41'"/,( 'L< /A'{~~&~........ ". ,."7"'+:~'.:.. . ) ~V,:<0A :;<</P"? '''.....):'>.V~~&h s ..:..,. ........ ......\.. ........ ,/>7/'" . ,.-~- _ _ _ __ ~"0..~, s s..'-~~~~.........,""",.... 'AS' PHALT - - - _ . v......y/>>/"~ <0'<(<YLV': ,,,",, . .... ~ SECTION A-A C004 12' DRIVE 18" PARKUNG BASE SUB-BASE N.T.S. PRESTO PROOUCTS' FOUR-INCH GW20V PERFORATED GEov.m PERF~ATION HOLES NOT TO EXCEED .4 INCHES IN DIAMETER WITH A MINIMUM OPEN AREA a: 151 ~ APPLY SOD WlTHOOT GEOWEB 0::: SYSTEM (WIDTH VARIES) MODIFIED SWALE (40.82) LID SECTION D-D \S7 I 6 7 EXISTING SIDEWAlK N.T.S. I I I 8 9 10 11 12 13 14 15 I :\\/ ............ ~ fj0 2- TYPE 5-1 ASPHALllC CONC. COMPACTED ~ TO 95" OF MARSHALL DESIGN DENSITY. @ I I I 3'-4" ~I ':n I ~ " 'I ;..., 3' -4" 0.8- I I I I = GRA 1E=I 1 2" Cl. J r... I ~~ 1 - __ r j j '10 ~ I ' -- 14 BARS AT / 12" CTRS.--.l I I 5.75" I -r-- I 1 8" L1MEROCK BASE (LBR 100) COMPACTED TO 98" MAXIt.4Ut.4 OBTAINABLE DRY DENSITY PER AASHTO T -180. 2.25" 2'-0" 2.25" 8" --I 8" 1- @ 12" COMPACTED SUB-GRADE COMPACTED TO 98" MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T -180, (MINIMUt.4 LBR-35). 8" ...;;;...... PLAN SECTION NOTE: 1. STABILlZA1l0N UNDER PROPOSED CURBING SHALL BE TO A MINIMUM OF LBR OF 40. C) ON-SITE PAVEMENT SECTION f4\ TYPE "0" INLET V (AS PER 1992 FOOT INDEX 232) N.T.S. N.T.S. ANCHOR BALES WllH 2 - 2- x 2" X 4' STAKES PER BALE. JOINT SEALER l r 1/6- R . DITCH DITCH ----- - .:/i/f,;'}:';:~~~}::, :;{:.:~~':(:i~"~;[i:[;.({~ ~J TRANSVERSE CONST. J \ LONGITUDAL CONST. JOINT-SMOOlH DOWEL ~ JOINT-St.400lH DOWEL BAR 3/4"0 14- BAR 1/2"0 24" LONG 012" CTR. LONG 012- crn. DITCH BOTTOM INLET ~ OPE RISER :;~~'Rfslbt~'i;J.?(::;;, ~~ J;~;('''::;< ~G f APRON PARllAL INLET COt.4PLETED INLET C) TYPICAL CONCRETE CONSTRUCTION JOINT f6\ V PROTECTION AROUND INLETS (OR SIMILAR SlRUCTURES) N.T.S. N.T.S. EXlSllNG SEVILLE PARKING 8' WALK 6' 5' 6' SOD PARKING 18' PARKING 12' DRIVE 12' DRIVE 16' PARKING 'Jj\R~ ~C:~_J.:y,.:".k ~O.5% IlllI n.r, ~~-;r///.......;. '--~...Y """_ I,,.. - - '/ . .' .'.':Y/////// ~. ~...~..... .'. ..... .:.LJ////'/. ~""7.' . .:" .., . ~~.., " 0..~::':'4'+..;.;..:...~. ..... .' . .. v.~ ~ ~.{~~~. 'T/ ~:/ Z './ ,J,~,< ".; /H'''''''/)",~...,&. ~ Y '''>'''~,% ~ ~' ...~ "'/ ~ '''i ",y ih ' y; SUB-BASE \'.;;.<:.~ ~ ~ :"< ~ ~:: ./ / IT ..' ......... ':..~... -' ./ -/ ././ ~.... ..... :~ ;0:....::.. .~...:~.:.. ./ C'':' ~,,< )') 01' " ,......, '" 0:: 'AV lY'/ 'A ~ '/., ->- ~'- ,v ~ ASPHALT BASE - SUB-BASE ;< ),~ 'Xv: ~ 111 '6;<&:-" ~'V!i"''''''' ~ " -..s .,~~~~~~ ')., .-A. /~<<R@~~ " '/ ...'\:Y::-,,"lAo" '\.... SUB-BASE ~ SECTION B-B C004 N.T.S. NOTE: 1. STABILlZA1l0N UNDER PROPOSED CURBING SHALL BE TO A MINIMUM OF LBR OF 40. :t ........ a::: I 6"x16" HEADER CURB (WHERE ADJACENT TO PARKING) 11 -- ,...... .n..::- Cl . .~ III . ~ , ~l== ~'l"/..../'l8"8AS~ 0::: '''.m.. ............ 8 .'.. :~I~m 7:.\::: K:'::\12"::SUB.;'BAS~.:::':: g '. 0::: .t.,. CL 'b I ~ I'!" ~~~___ 10':1: ~. ,f EXlS1IlG \ _____ ----. 'I MODIFIED SWALE 1 SIDEWAlK r 40.85 V _ _ _' ....,. ~ 39.68 ~ ., . '. r ) I ". .:' .. /_ ra.1.~. :.:.... :-.i~~;. 01 ,~. '\ ~--...../'-.-/'~ ~40.64/ :t -12'_4""1 LEXISTING SHEOAH BLVD. ~'--' ~ ~ I." 2" TYPE S-I ASPHAL llC A CONC. COMPACTED TO 95" OF MARSHALL DESIGN DENSITY. 8" UMEROCK BASE (LBR 100) B COMPACTED TO 98" MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T-180. 12" COMPACTED SUB-GRADE COMPACTED TO 98" MAXIMUM C OBTAINABLE DRY DENSITY PER AASHTO T-160, (MINIMUM LBR-35). f12\ SECTION E -E RETAINING WALL APPLICATION ~ N.T.S. I I I I 11 12 13 14 15 5. 75" - - - - - - - Ell -,;..~~~ Inc. K::~ ... - Engineering I Architecture I Inkri",," I Landocape ~ 1836 WOODWARD STREeT, S1E. 101 " ORLANDO. FLORIDA 32803 bf PHONE: (407) 895-5400 FAX:(407)895-522' WEB SITE: www.astruc.nct E-MAIL: asttuc@cl1.rr.rom .- Creativity As True As Reality J I H F E D /~ Jj: ~~(~"4~ I V(/ HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA PROIECT NAME: C 6 815m 5 5/15102 4 2/27102 3 2/19102 2 2,oC5102 I 1/15102 B No. DATE: SHEET NAME: PER S1URMWAmR UTILJfY MANAGER 5th PRELIMINARY APPLICATION 4th PRELIMINARY APPliCATION 3rd PRELIMINARY APPLICATION 2nd PRELIMINARY APPliCATION PRELIMINARY APPLICATION REVISION I SUBMISSIONS GENERAL CONSTRUCTION AND DRAINAGE DETAILS . COPYRIGHT 2001, 'TRUE 9l0lNEERS & MCHlTEC'TS, INC_ DESlGNI!.R HEAE8VbPRE88I.v~ HIS OCPr'RIQHT HiD altER RIGHTS IN THE IDEM, DEStON8, AR:RANQEUENTB, PLANS AND DRAWII\IQI-..owN HEREIN SUCH 1DEAS.~. ARlWGEUEf\IrI. PL.AN8 AND DRAWINQI WERE CREATED. EVOl.VED AND DEvaoPED FOR USE ON. AKJ IN~ WITH THE 8PEOFIED PROJB::T. THiS&: PLAH8 AND DRAWINGS ARE NOT TO Iii REPRODUCED, CHAPGIDORCOPlID IN A1t( FOFW OR~WHAT8OEVER A ~~~~T.~~:J~Nj~,,~Ep;:~~~Rl~t~:i:~':~~~Dc::=~n:::":~lEC18INC_NORME ARCHTmC'IURAL CNIL 'INTER lOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12, 2002 I SCALE: PROJBCfNo: 01-043.00 I N,T.S. SHEET No: C007 K I- J I- I - H - G - F - E - D - c I- B - A 1 , I' I: to I - ~ , , , !" i- I: to I ;.,., 2 I I 12" f 1 PAIICING 11'1' DlSAIII.ED I'ERIIT eN.. 'I' I25D F1NE f.1. 311.'4 "- 2- GALVANIZED STEEL PIPE .. J , ,.....- ~ ::E - 8- STEEL PIPE W/CONCRETE FILL. PAINT TRAmc YELLOW. - ~ u , I' - ASPHALT PAVING ~, I , I '~~III:illff.: .:.' : lfilllll~lTl' --:111= '. · · . .. 4 ~III=- l:rr . . Ti-I to ........ -. .. - I . .. ~ '. . '. "'J l' -6" J CJ HANDICAP SIGN POST 12- NO PARKlNG . ~ I FIRE LANE BYO&DI!II.OP FIRB DBPARTMBNT NFPA 3 -~. 1&:2 "- 2- GALVANIZED STEEL PIPE ~ r lANDSCAPE ISLAND 1 I ~II f~~If.. · -:Tf= .' . :rr .. .. .. . ~ I -- I 1 .. .. h=;llll1lll~iTll ". . ; ~TIII=- ~ ... ..~I . . . . . ., ... .. . .. .. .. . . 1'-6- N. T. S. 3 4 5 I I 12" ~r. _ I PAIlICING IIY ~ D1SABUIl PEMtIT ClNLY " 1250 FINE f.1. :J'I1.'4 !" ~ 2- GALVANIZED STEEL PIPE i- r lANDSCAPE ISLAND , " to I 4o. ~ A .. lIilllll~iT' I .: . :- =III=- .. . 'TT-1 . . . 1 I~~II fLLrw.. --:III~ : .1 I . . . - CD I G FIRE LANE SIGN & SIGN POST I I 2 3 I . ... .. .. . ~ ." - ~ "'J · 1'-6". J N.T.S. 12- v- WHITE ~ BACKGROUND / NO PARKINZ ~ l-RED LETTERS FIRE L~ ~ l-RED LETTERS BY ORDER OF FIRE DEPARTMRNT NFPA 3 - 5.1&2"~ 1/2-RED LETlERS N.T.S. I 4 5 6 5'- I N /"\ // - CD t .~ .}b , i\~ 6 I 6'~ I l' I I I ::;;> 3- l' 6- - 8- --'"- 7 I PAINT: CHLORINATED RUBBER ALKYD FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NON BLEEDING. COLOR PER LOCAL CODE l . .. r 61" ~. p - ClOF PARKING SPACE 8 9 10 I I I- 12" FTP- 25 ~~1'R ~... --=- " to 'Lt." PARKING BY DISABLED PERMIT ONLY ~ -1=- ~ -F- ~ -F- ~ - 18" $250 FINE F.S.. 318.14 NOTE: 1. ALL SIGNS SHOWNI SHALL CONFORM TO U.S. MANUAL SPECIFICATIONS. 2. ALL SIGNS SHO~ SHALL BE REFLECTORIZED TO SHOW THE SAME COLOR BY NIG~T AS BY DAY. 3. ALL SIGNS SHAlL BE SECURELY MOUNTED ON GALVANIZED STEEL CHANNEL POSiTS. 4. INSTALL QUANTlT'Yr' AND AT LOCATIONS REQUIRED BY CODE AND/OR AS INDICATIED ON DRAWINGS. CONFIRM ALL HANDICAPPED SIGNA(GE CODES. 5. HANDICAP SiGN no BE FDOT FTP-25. 6. INSTALL AUXILlAR'Y SIGN BELOW FTP-25 OR 26 INDICATING FINE FOR ILLEGAL USE IS $100.00 (6-X12- WHITE BACKGROUND, BLUE LEGEND c!c BORDER). 6. ALL LETTERS SHA\LL BE BLACK AND 1" INNOTE: (HANDICAP SIGN ONLY) HEIGHT. LETlERS ARE TO BE SERIES -B- OR "C-, PER MUTCD. 7. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE:) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEEND AND BORDER. 8. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE:) WHITE BACKGROUND WITH BLACK BORDER. 9. ONE SIGN REQUIRIED FOR EACH PARKING SPACE. 10. HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FTDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." CJ HANDICAP SIGN & SYMBOL S/..~Sll1ON ~~c, \,~ ClI~e ~~M ~Qf, ~$' ~~. ~ N.T.S. ,(' ,,""''''''', ,." "...... '" r-_... ",'" ~y,." ....... ,. <~';;', \,~~ ...."'.... ,,iii' l"".. ",,,,,,,,,,; .(~~j~:: ~ ~~~ ~~ 1"..4c", ~~ ~Q- CJ HANDICAPPED SIDEWALK RAMP I I 7 N.T.S. I I 8 9 10 11 11 I . .. . . . . ,. ---. e:::: o e:::: w ~ :z: .;:::.. ---. ~ ~ .......... 'b N , ---. ~ .......... . ~ ~ , , 12 13 14 HANDICAP PARKING SIGN SPACE (FlP-25) I ~) .. :- - .' .. - 4 . . ... .. . _; 4.,... .~'... . ~., -.:. .'..~ . .. , .. .. .. '~.." .. .. ..... ... . ~ . . . . . . 4 . . ,4 . . . . 4 . "'-EOP ~" ;' 4- WHllI STRIPE o L() 4" .....,~ J ; ~~ 5' 12' / / , / , NOlI: PARKING STALLS SHALL BE MARKED WITH WHllI &: BLUE PAINT PER FLORIDA ACCESSIBILITY CODE SECllON 4.6.1. ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESIBILlTY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECllON (1), DATED OCT. 1996, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENlIRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCAllON OF HANDICAPPED PARKING STALLS, LOADING ZONES. SIDEWALKS AND RAMPS ON SllI SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACES AND AISLE SHALL NOT EXCEED 50:1 CROSS SLOPE. CJ HANDICAP PARKING .. . 4 .. ~ .. . 4 4 . 4 4 . . ~ . . · 4. CONCRETE SIDEWALK 4 ; 4. 4 4 4 4 4 ~ . 4 4 .. . 4 4 4 . . . N.T.S. . "" .. - 41. 4 4 'I' . 4 .. . . . 4 .. . 4. . 4 4 .. . 4 .4 4 4 4 . 4 ..4. . .. . . 4,.4 . . . ~ 4 ..d . .. II 4 . 4 4 4 4 . . AI .4. ~ 4 . 4 4 4.. . . . 4 . . . 4 4 .4 . 4 . 4 4 .. 4 4 .4 'I" . AI , !" . 'I. . . 4 4 / 4" WHIlE STRIPE ~ 00 ...- , , 1 1 10' c::J TYPICAL PARKING SPACE N.T.S. I I 12 I 13 14 I 4 4 4 . I 15 15 - - - - - - - - - - Ii .R OF RECORD: T. GAWAD, P.E. ~l.I1:;"TIDN_" / 1/(/ HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA ~ K ~ J I H G F E D PROJECT NAME: c 5 5/15100. 4 2fl7 trJl 3 2119trJl 2 2,()5trJl 1 1/15100. B No. DATE: SHEET NAME: EiJ r.u.W-" ~ ~ Inc. - Engineering I Architecture 1 Interiors I Landscape ~ 1836 WOODWARD SlREET, STE, 101 ~ ORLANDO, FLORIDA 32803 )~ PHONE: (407) 895-5400 FAX:(407) 895-5225 )1 ~ WEB SITE: www.a..truc.nctE-MAR..:.......C@cfl.fT.com --, Creativity As True As Reality 1 v /1/ / ~(/ 5thPREUMlNARY APPLICATION 4thPRELTMlNARV APPliCATION 3m PREUMlNARY APPLICATION 2nd PREUMTNARY APPLICATION PREUMlNARY APPLICATION REVISION I SUBMISSIONS GENERAL CONSTRUCTION DETAILS .COI'VRIGIfT2001, TRUI! ENOINI!I!Ft8 &AFtCI-IITI!CTR, INO DEtllONI!Ft I-IEREIYDP'R!II8I...vREII!RVIII48COF'VR1QHTNOCTHER RIBtiT8IN THE IDEAS. DESION8, ARftNIrrlO!MENTS, PlANa AND DRAWlNQaSHCMINIeW3N. M.lCtiUM,~~ PlANS AND DRAWlHQS WERE CREATED, EVOL~ -.0 DEVELOPED FOR USE OO,~'" CClN'EC1JQN 'MlI-IlHE SPECIFED PRQ.ECT. THEBE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN NfYFOIW OR ~ 'MI"'~ A =~:R:..c:::t,N~~O~I!~=~~~~:'~:~====~~~MCtI1ECYSIfC.NMM! ARCHITECTURAL CIVn.. INTERIOR LANDSCAPING DRAWN BY: CHECKED BY. APPROVED BY: SMY DATE: AUGUST 12.2002 I SCALE: AID PROmCTNo: 01-043.00 I SMY SHEEr No: SMV CSM SMV SMY N.T.S. C008 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I I T I I I I I I I I I I EiJ i-W~N&t~ Inc. - Engineering , Architecture , Interiors , J..andsc.apc ~ 12' -6" 1836 WOODWARD STREET, STE. Hll (CONCRElE PAD WIDTH) ~ ORLANDO, FLORIDA 32803 ~ J~ 'HONE, (."J "'~"OO 'AX'''''' "''''' K 11' -a" K - ;~::::;::.;:::::::ty (INSIDE ENCLOSURE WIDTH) I I I I I T I I -' "G - - - 'ib .. ~ "'() (J) C! 6" DIAMElER PIPE BOLLARD 4" CAP BLOCK^ ,~:. ') " , ..~. r-- 'Q \7 I-- "Q I II II II II II II II J - r-- . "G - J ~ c CONTAINER ENCLOSURE SHALL BE MIN. 8'-0" HIGH. AMFAB MODEL 900- G, r ~ ~ 55 3/4" x 72" METAL ~ 'IV GATES W/6 HINGES, L 0:: ~ - /'" V1/8"~lr. . ~ LATCH, LATCH AND GATE STOP V (:) .'(jV . HARDWARE BY G.C. I 0 0 ~ 'b ...J I FIELD WELD WITH 2" u ..- :z: 00 BOTTOM CLEARANCE. - w - - - ~ "'J (2) GATE STOPS c en W/ 9/16"lx3" :z: =- HOLDERS SET - '''(j - IN SLAB ~AY [ II II II II II I GRADE - "'J ."'1 \7 ./" v--3/4". DIAMElER BY 1 1/2" DEEP RECESSES FOR GAlE 01 i= "l CANE BOLlS. PROVIDE TWO EACH AT GAlE IN CLOSED I 0 - \:1 - AND OPEN POSITlON. FIELD VERIFY EXACT LOCA llONS. ~1@ .":'.' . o' ...... . '. '. . ... . . . - I ~ - .. . . K - J - I - H - G - F I- E - D .... C - B - A 1 1 2 CROWN TRENCH IN I UNIMPROVED AREAS TRENCH WIDTH VARIES (3" MIN.) (SEE TYPE B Wi SIZE OF PIPE ~EDDING AND TRENCHING DETAIL FOR OTHER ~ . . '. -:-:--- RESTORATION.). --:-.: .... .. .'. ~ED GRADE~ z..~.". ..' . . .J,~~?; ~/z.~' . '. . /~~ ~~ Y.t...~ . . . .6~~ I "W.. . . ~y.'ii~ ~~~~.. ."@J~~ ~ ~ . .1 ~~ ~~~. .~ ~~ .' . SEE NOTE 4'~.. . .. ~'&'/i. COMMON FILL ~~......f PiPEO.D.. \ . ..~~ ~ ~~ .. .' . . . /;~~ ~ .~ 'h 12" (TYP.) ~ ~ ~ ~ t" . // 'j. L ~:-. '/ ~ SELECT COMMON 5'~ ~ FILL -!j'::;:) ~, BEDDING ROCK; -,'~ PIPE BEDDING;:;, II. (SEE NOTE 8 & 9) ~ 'h 'II~~ ~ ~ ~ I f....... ~ i:~;'7/:. 'J/.::;.'li:::', I N 7"J:.. h ~ . ~ f"ii 3 4 5 6 I I ......J ......J l.J....c;:j" ::::E ~ ~ ~ ~ x en 0 <( :c:Z ::::E u w U') :z w I- w en La... ~-- -...l . N .- SELECT COMMON FILL C.!) --.. :z- o~ 00 l:iS:z w w a..W - en a.. __ UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRA'vHY SEWERS SHALL UTIUZE TYPE A BEDDING, IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. C) TYPE A BEDDING AND TRENCHING DETAIL 7 8 9 10 I I I I TRENCH WIDTH VARIES WI SIZE OF PIPE ~ ~~~~~OW~CfRJ~S _____ . .'. . ~ (3" MIN.) \FINISHED ~ ..... . . . ... ~O'rE B) i~i . .. . . . . . .~~~ I ':(1 /.:::<1. ~ ~ ~h7/ ....~ f:l~ '. >-'J"J' - .,~ :"~ '.& ~-::<t ~ ~I ~ -...l ~ ~~ . ..' ..... ~ ~ --.. '1'; . ~~ ~ ~ N ~ .~ ~ ~ ~ ~ .... SEE NOTE 4 ~ ~: ~ COMMON FILL ~ ~ .'. .f 'PtPE.'O.D. .~. .' ~~) ~ -- ~ :.<..~~ 'J~ ~~ ......J l ~~ th ~ ~ 12" (TYP.) ~ ~ . ~ ~ t ~ . ij-- ~ ~ ~.',/ . ,/):i. ~~~~TURBED ~~. .. ~~ (SEE NOTE 3) ~~". . ~~4 ~........ 'I '.f:Sl..... Y'Ioo..'11 ~ '.!f!!.6 'I!-.(./~ ."'I,~" ,. '1....."'1:-. .......~";-;:f /ti./ ~""'/'7.:;I, .. N - SELECT COMMON FILL C.!) --.. :z:- o I=! 80 en:Z w w a..W - en a.. ........, NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF T1HE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCIK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MJAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO T1HE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BIRACING IN EXCA VA TlONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLlAINCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURF,ACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL ClOMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS A~D ROAD CONSTRUCTION SPECIFICATIONS. N.T.S. C) TYPE B BEDDING AND TRENCHING DETAIL LIMITS IF PAYMENT rOR BORE , JACK In" "''''''11'' NOMINAL PIPE DIAMETER 4-6 10' MINIMUM I {DITCH BCTT[J4 ~ ~ PAVEMENT ...... J PA~~ r- r- t 8 r, :t: ~ II.. I!l :E i ... z ... :E 12 ;.- :t: ~ II.. I!l CURB SECTION ~ ... Z ... :E TYPICAL rOR ANY UNDERGROUND PIPE ;.- :t: ~ DITCH SECTION ~ i z ... :E 16 18 ~ ~ 36 ~ 6~ 1. .M:.. 6~ I- u.~" 24-30 ~ STEEL CASDNG PIPE ~ I I ~ -^ ~ 1" lCARRIER PIPE 'J'" 6" ENCASE END Of CASING WITH CLASS I CONCRETE D2-DIAMETER Of CASING PIPE ~....~..~ f/ ~- ......... ~ PIPE TRANSITON ADAPTOR ((.~ '\~ WHERE REQUIRED I{~/~::' \ CASING SPACERS ----\~ . ~ "'( /:. ,,~~ f9 DI-DIAMETER ~........\'....;:.:.;-" or CARRIER PIPE t BELL I:F CARRIER WELDED STEEL CASING PIPE, ASTM ANNULAR SPACE SHALL REMAIN EMPTY. A-53 THRU 3D" DIA. OR ASTM A-139 SEAL BOTH ENDS WITH 12" THICK CLASS LARGER THAN 3D" I CONCRETE. L ENCASE END Of CASING WITH CLASS I CONCRETE PIPE TRANSITON ADAPTOR--1 WHERE REQUIRED 2" MINIMUM CLEARANCE CARRIER PIPE AND CASING PIPE SIZES <MIN) CARRIER PIPE N1JMINAL DIAMETER (D1) 4 6 8 10 12 14 16 18 20 24 30 36 42 CASING PIPE NOMINAL DIA (D2) WALL THICKNESS-INCHES 14 16 18 22 24 30 30 30 36 36 48 54 60 0.188 0.188 0.188 0.188 0.188 0.250 0.250 0.312 0.312 0.312 0.312 0.375 0.500 NOTES 1. ALL REQUIREMENTS Of DOT AS SPECIfIED IN THE DOT "UTILITY ACCOMODATIDN GUIDE" SHALL BE ADHERED TO WHEN CROSSING HIGHWAYS. THE MORE STRINGENT REQUIREMENTS BETWEEN THE DOT AND THE CITY Of WINTER SPRINGS SHALL GOVERN IN ALL CASES Of CONfLICT. 2. THE INSIDE DIAMETER or THE CASING SHALL BE A MINIMUM or 4' GREATER THAN THE OUTSIDE DIAMETER or THE CARRIER PIPE BELL OR COUPLING. 3. PAYMENT fOR BORE AND JACK SHALL INCLUDE CASING, END ENCASEMENTS, CARRIER PIPE, TRANSITION ADAPTORS, VENT PIPES AND SKIDS. 4. INSTALL CASING SPACERS TO PROVIDE A MINIMUM Of THREE PER JOINT Of PIPE. INSTALL IN ACCORDANCE WITH MANUfACTURER'S WRITTEN INSTRUCTIONS. 5. WATERMAIN AND fORCEMAIN PIPING INSIDE CASINGS IS TO BE RESTRAINED JOINT PIPING AS SPECIfIED IN DETAIL 5 "RESTRAINED JOINT SYSTEM". C) BORING AND JACKING N.T.S. I I I I 2 3 4 5 6 N.T.S. THRUST RESTRAINT TABLE FOR DIP HORIZONTAL FITTINGS NOTE~ 1) MINIMUM RESTRAINED LENGlH SHALL BE ALWAYS 20 FEET. 2) IN UNIE VALVES AND lHROUGH RUN OF TEES OUTSIDE UMITS OF RESTRAINED JOINTS FROM OlHER FITTINGS NEED NO'IT BE RESlRAINED UNLESS OlHERWlSE INDICATED ON lHE IDRAWlNGS. TEE, 90 BEND 45 BEND 22.5 BEND 11.25 BEND PLUG 34 20 20 20 65 55 20 20 20 84 92 20 56 20 117 126 91 27 20 150 140 106 42 20 164 180 153 105 20 180 82 72 72 20 82 C) RESTRAINED JOINT SYSTEM Nt T.S. PRECAST MANHOLE WALL,,\ ^ STAINLESS STEEL BOUND~g FILL WITH GROUT ~ "io. j MANHOLE INVERT STAINLESS STELL PIPE CLAMP PVC OR DIP . , " ..' ..,_ .. ,., ,-," ,., .:~-. I. -c>:,....'" ::...... :l...#,:.....~ . ~.. ",I. ... '"I ", ,. "I ". 'III,. ~~ RESILIENT CONNECTOR TYPICAL CONNECTION C) TYPICAL MANHOLE CONNECTIONS N.T.S. I I I I 7 8 9 10 11 12 13 14 I I I I RESILIENT SEAT GATE VALVES (TYPICAL) TEST COCK 14 TEST COCK 11 ~~ ___...v- ocr BEND (FL/FlJ ~~ ~ ~ ~ ~+- - ~ ~ FLC W /- ,1- TEST COCK 12 -/,/ I TEST COCK 13:/" ;........... - ~ -+~ - t- 'r=;!I 1 ') r-- - ~ ! RELIEF VALVE DISCHARGE · FINISHED GRADE I- ~12- ~IN. I !--.L" I~t ~~' ~ 12-+ PIPE DIAMETER (~IN. DISTANCE) .~ 18- + PIPE DIA. (MAX) - ~~I l ~f- r--n 90' BEND (~.J./~.J.) -./ I- L-J . ". .' .: .. .' . · .. '... '....... ., · . . . .~... at"..... . . ~~~ 1 /2- PREFOR~ED JOINT CO~PACTED BACKFILL ~ t.AATERIAL TO BE PLACED BETWEEN DJ.P. AND CONCRETE SLAB . .' ...... "--... . . '. . . i It: ~ U ;., · ABOVE FLOOD PLAIN \ NOTES: 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT LINED WITH CEMENT LINED DUCTILE IRON FLANGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED UNDERGROUND. 2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE HILLSBOROUGH COUNlY PUBLIC UTILITIES DEPARTMENT. 3. THE PROPERlY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, MAINTENANCE AND TESTING OF THE BACKFLOW PREVENTION DEVICE ASSEMBLY. 4. 6" CONCRETE SLAB SHALL BE REINFORCED WITH No.6x6-W1 OxW1 0 AND SHALL BE lYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 5. SLAB WIDTH SHALL BE 5'-0" lYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. REDUCED PRESSURE PRINCIPLE f3\ BACKFLOW PREVENTION DEVICE \...J (4" AND LARGER PIPE) N.T.S. NOTES: 1. WHERE ONE VALVE BOX EXTENSION IS REQUIRED USE STANDARD VALVE BOX EXTENSIONS 479-03-11-02. ON lHE DRAWINGS. 2. WHERE MORE lHAN ONE VALVE BOX EXTENSIONS ARE REQUIRED USE 6- D.I.P. CUT TO PROPER LENGlH SO VALVE BOX BOTTOM IS CONTINUOUS SECTION. 3. VALVE BOX UD TO BE FURNISHED W1lH lHE WORD -WATER-, FOR WATER MAIN INSTALLATION OR -SEWER- FOR FORCE MAIN INSTAllA1l0N. OR -REUSE- FOR REUSE MAIN INSTALLATION. CONCRETE CCLLAR 24' SQ ~ 24" DIA. X B' THICK WI nro (2) NUMBER TI-REE (3) RI:UID BARS WACH WAY VALVE BOX COVER TO BE SET 118"-114' ABOVE TOP Of CONCRETE COLLAR VALVE BOX LID <479-03-06-02) 15 "\"\"\ ./ fINISH GRADE r" V .~~ " VALVE BOX TOP "- <479-03-11-03) NOTES: 1. PENETRATION TO EXISTING MANHOLES SHALL BE CORE BORED 2. OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO FEET OR MORE ABOVE THE MAIN INVERT CHANNEL z i! 4. FOR VALVES 4- AND ABOVE USE FOUR (4) OR FIVE (5) SOUD COMMON BRICKS LAID FLAT. FOR 2- VALVES USE 4-x 8-x 16- SOUD PRECAST CONCRETE BLOCKS. & . SUBGRADE COMPACTED TO 95X Of MODIfIED PROCTOR VALVE BOX BCTT[J4 <479-03-10-01) "'IN "\ I );1~. I-;-- o / lIt '1lt / \~ALVE VALVE BOX SUPPO~ (SEE NOTE 3) d f6'\ VALVE BOX INSTALLATION \...J TRAFFIC AREA NOT IN PAVEMENT N.T.S. fJJ;lNlSH ~/ 'L ~ \~ ) J '\'-......... SEE STANDARD DETAIL 478-4.1 fOR ~ I ~ VALVE BOX MATERIAL AND INSTALLATION SEE STANDARD DETAIL 478-3.1 fOR THRUST BLOCK INSTALLATION A , I.... EXISTING WATER MAIN TAPPING SLEEVE <489-05-27-06) <489-05-27-07> C) WATER MAIN TAP 3" AND ABOVE N.T.S. I I I I 11 12 13 14 15 /' /J ;A~, ~~2ff{'~j ~r ~ T.GA~;:~ F OR A 'ISTRATION t/49416 ( 1/(/ HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA ""- :: K ~ - J - I - H - G - F - E - D PROJECT NAME: - C - S S/l sm 4 2/27 /fJ2 3 2/19m 2 m5/fJ2 I I/lSm B No. DATE: SHEET NAME: - f13 '-"'~,,~Adnn Inc. - Engineering I ArchiteclUre I Interio," I Uutdoc:ape I ~ 1836 WOODWARD STREET. STE. 101 I'" ORLANOO. FLORIDA 32803 ~ PHONE: (407) 895-5400 FAX:(407) 895-5225 WEB SITE: www.lSttuc.nctB-MAll..:utruc@dLrr.com Creativity As True As Reality 5th PRELIMINARY APPUCATION 4thPREUMJNARY APPUCATION 3ftl PREUMlNARY APPUCATION 2nd PREUMINARY APPUCATION PREUMlNARY APPUCATION REV1SION I SUBMISSIONS WATER AND SEWER DETAILS . COPYRIGHT :ZOO" TRUE ENGINEERS & MCHITEC'TS, INC. DE:SIGNER HEReIVE:lCPREBII.vR!BEJM:B tollS ~IOHT >>CaneR FlIGHTS IN THE IDEAS, DESIGNS, AA:IltANGEWENTS, PLANS AND DRAWINGS -.oWN I-lEIEN IUCH 'CEAS. 0EIIGN8, AARANGEMEHTS, PLAN8 AND CA,AWINOI WERE CREATED. EI/OL.VEO AND OeVaOp!D FOR. Ule ON.~IN~'MTl11l'l1:8PfCFI!OPROJI!CT. THEaE PLANS AND DRAWINGS ARE NOT TO BE REPFtODUCiD, CHANGiDORCOPIiD IN A/t( FORU ORWHel WHAT8OE\IER A ~~~~T~~:J:~N~~~Ep~:~~I~~~~~~~-:?o~~~~~~tcNORARE ARCHmlcruRAL CIVIL JN1'I'R TOR LANDSCAPING DRAWN BY: CHBCKlIDBY: APPROVED BY: SMY DATE: AUGUST 12.2002 I SCALE: ATG PROJECT No: 01-043.00 I SMY SHEET No: SMY CSM SMY SMY N.T.S. COlD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 El3 "f,u.~",&,,~ Inc. Enginccring I An:blle<:lure I Interiors I LandSQpe K "DOWNSTREAM" LOT LINE -" AS REQUIRED LOT LINE Straight U Branch & Curb Stop assembly with 7 1/2" spacing Ford Catalog No. U4B-43 K 1836 WOODWARD S'mEET. STE. 101 ORLANDO. FLORIDA 32803 PHONE: (407) 89S-S400 PAX:(407) 89S-S22S WEB SITE: www....true.netE-MAR..:..tru<@dI.lT.oom AS REQUIRED AS REQUIRED \ x <C Z ~ ~ in "Y" BRANCH WITH Creativity As True As Reality w Z -.J 6" CLEANOUT AT R/W LINE (TYP.) EDGE OF PAVEMENT SEWER MAIN SIZE VARIES 1" Brass corporation stop Curb stop with meter couplingl locking type Ford Catalog Nlo. B13-332W \ Tie service to a 2X4 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN SIZE VARIES J J PLAN EDGE OF V-PAVEMENT PLAN Edge of pavement PLAN Back of curb Right of way linle Sidewal k ~ ....... a:: Clean Out is to be placed at ground level after TV inspection & acceptance by the utility department. GROUND LEVEL NOTE: SERVICE CONNECTION DETAILS FOR P. V.C. PIPE w z ~ tCLEANOUTS AT R/W LINE (TYP.) I I CONNECTION (TO ADJOINING PROPERTY ~rvice line Blue 1" ASHAI 02737 PE340B Tubing H NOTES: H 1. Meter ond meter box furnished by the city' of Winter Springs 2. Service llines crossing under pavement shall be encased in 2" PVC pipe 3. For sin9lle service use 1" tubing with a 1" pack joint by 3/4" meter coupling Ford catalog No. B43-342W NOTE: SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE SEWER MAIN SIZE VARIES ROTA TE 30' (TYPICAL) PROFILE SEWER MAIN SIZE VARIES G PROFILE G CITY OF WINTER SPRINGS DOUBLE SERVICE SEWER LATERAL CONNECTION N.T.S. CITY OF WINTER SPRINGS 5 POTABLE WATER SERVICE LINE N.T.S. CITY OF WINTER SPRINGS C) TYPICAL SEWER CONNECTION N.T.S. F F 14 GAUGE THNN TRACING WIRE WET TAP & SLEEVE PROP. 8 INCH WATER UNE -'////. //////,~//-'/-'///-'///// ~~"0,/~~~~'o~~~~~~~~ ~~~~~~~~~~~~~~~ '\:,,"" '\.',,,"\......'\/'," "'\: ~ ~ NOTES: EXISTING 12 INCH WATER MAIN 4. REQUIRED \/oWMES OR BEARING AREAS AT FrmNGS 5I'W.J.. BE AS INDICATED BELOW. ADJUSTED. IF NECESSARY. TO CONFORM TO 'THE TEST PRESSURE(S) ANO AL.LOWABLE SOIL BEARlNC S1RESS(ES) STATED IN 'THE SPECIFICATIONS. 5. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. 6. ALL PLUGS. CAPS, TEES. AND BENDS DEFLECTING 11 DEGREES OR MORE ON MAINS 2 INCHES IN DIAMETER OR LARGER SHALL BE PROVIDED WITH SUITABLE ANCHORAGE CONSISllNG Of 'THRUST BLOCKS OR RES1EAINED JOINlS ( 'THE ROD ASSEMBUES WI'TH NJ ENDS OR PROPRIETARY RES1RAINED JOINT PIPE. ALL RESTRAINED JOINT L.ENG1HS AS SPECIFIED IN THE TABLE ARE FOR ONE RESTRAINT DIRECTION. All. PIPING lRANSmONS SHALL BE RESTRAINED IN BOTH DIRECTIONS. E E TEE PLlJG(;,EO CROSS 0) WIYE BEARING AREA OF THRUST BLOCKS IN SQ. FT. ( HORIZONTAL BENDS ) TEE FITTING TEE, WYE, 90' BEND PLUGGED BEND ANGLE SIZE PLUG, OR PLUGGED RUN CAP CROSS A1 A2 45' 22W 11';4" 4 1.0 1.4 1.9 1.4 1.0 6 2.1 3.0 4.3 3.0 1.6 1.0 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 D 18" DIP J & 8 CASING PROJBC'f NAME: RIGHT OF WAY D EDGE OF PAVEMENT SHEOH BLVD. PL/.JGGEO TEE PLUGGEO CROSS (2) E!3ENO BEARING AREA OF THRUST BLOCKS IN CU. YD. TEE FITTING TEE, WYE, 90' BEND PLUGGED BEND ANGLE SIZE PLUG, OR PLUGGED RUN CAP CROSS A1 A2 45' 22W 11';4" 4 0.075 0.075 0.075 0.075 0.075 0.075 0.075 6 0.10 0.15 0.350 0.250 0.090 0.075 0.075 8 0.25 0.35 0.575 0.400 0.100 0.15 0.075 10 0.45 0.60 1.00 0.60 0.350 0.20 0.10 12 0.75 1.00 1.75 1.25 0.500 0.25 0.15 14 1.25 1.50 2.00 1.75 0.750 0.35 0.25 16 1.65 2.00 3.00 2.00 1.100 0.50 0.35 18 2.25 2.75 4.00 2.75 1.750 0.80 0.45 20 3.50 4.25 5.50 4.25 2.50 1.30 0.70 24 5.00 6.00 7.50 6.00 4.00 2.00 1.00 HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA · EACH AREA (A/2) IS . OF TABULATED AREA c c B NOTES: 1. METER BOX INSTALLED BY THE CITY OF WINTER SPRINGS 2. DOUBLE SERVICE LINES SHALL BE 1 1/2" PURPLE P.E TUBING WITH 1 1/2" X 1" Y BRANCH 3. All LINES UNDER PAVEMENT SHALL BE ENCASED IN 2" PVC PIPE PLUG NOTES: 1. B~ING ARE4 or THRUST BLOCK SHAll. NOT BE LESS THAN 1.0 SQ. FT. BEARING AREA SHAlL HAVE EQUAL HEIGCHT AND WIDTH. 2. ALlOWABLE SOIL BEARING STRESS IS 2000 LBS./SQ. FT. J. B~INC AREAS. \/OW~ES, AND SPECIAl.. BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER 'THIS STANilDARD. THRUST BLOCKS FOR VERTICAl.. BENDS HAVING DOWNWARD RESULTANT THRUSTS SHAU. BE THE SANE AS FOR HCRIZONTAL BENDS. B~ING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST PRESSURE OF 150 PSIG. AND AN AIl.OWABLI SOIL B~ING STRESS OF 2000 LBS./SQ. FT. TO CONPlITE BEARING AREAS FOR DIFFERENT lEST PRESSURES AND SOIL BEARING STRESSES. MULTIPLY TABLE VALUES BY THE FACTOR ( p'/Si ). WHERE: p'. ACTUAl. TEST PRESSURE. PSIG Si . ACTUAl. OR BEARING PRESSURE. PSF. B No. DATE: SHEET NAME: REVISION I SUBMISSIONS WATER AND SEWER DETAILS A CITY OF WINTER SPRINGS G WATER SERVICE CONNECTION OPPOSITE SIDE OF MAIN N.T.S. . COPYRIGHT 2001, TRUE ENGINEERS I MCHrrI!CTS, INC. Df.SlONER HER!.IY~YRH!1M!8 HIS ClPt'RGHT MID 0110l!R FtIQHT8 IN THE IDEAl:, DESIGNS, ...FtRANGiEIIENn, PLANS AND DM.WlNG8 -.owN ~N IUCH ID!M, DEIIIONIJ, AIItfWGEN!J'ft'8, PlANS ",..0 DRAWIN(JSWERE CREATED, EVOLVED AtoID DEVa.OPED FORUBE ON, NIlltolOCHECTlON'MfHnEFEClFIEOPAOJECT TttE8E PlANS AND DRAWING8ME NOT roBE REPRODUCED, CHM08JORIXPED~II<<FOIWORMNN:R\\ti"l8CE\ER A :~~:~::~N~M~Ep~~~~~V:I:;::~~~-===':"~:~~INC_NO"M! N.T.S. C) THRUST BLOCKS CAST IN PLACE ARCHITBCTURAL CNIL INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: SMY ATO SMY SMY CSM SMY SMY COlI DATE: AUGUST 12,2002 SCALE: PROmCfNo: 01-043.00 N.T.S. SHEET No: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 4 6 8 12 13 9 7 5 10 3 11 DRAINAGE GENERAL NOTES: WATER AND SEWER NOTES: K 1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR F ABRICA llON OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS ON ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR. 2. ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 1. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE WITHOUT PRIOR APPROVAL OF THE ENGINEER. J 2. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCllON ACllVITY IT SHALL BE THE CONTRACTOR)S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES, WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION, SHAll. BE BROUGHT TO THE ATIENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UllLlTY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UllLlTIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UllLlTY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UllLlTIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 3. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLA llON AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWA TER PIPES AND MANHOLES; SANITARY SEWER MAINS) FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS P ART OF THE CONSTRUCllON BID COSTS. 4. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UllLlTIES. THE ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CONTRACTOR. 5. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSIj AWWA C600 OR M23 AS APPLICABLE. I 6. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE LA TEST PROV1SIONS OF ANSI/ AWWA C651 DISINFECTING WATER MAINS PRIOR TO ANY PORTION OF THE WATER MAIN BEING PLACED INTO SERVICE. THE BACTERIOLOGICAL TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH "STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER" FOR THE COLl-AEROGENES GROUP, BY AN APPROVED LABORATORY, ACCEPTABLE BY THE ENGINEER, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND THE HEALTH DEP ARTMENT HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COPIES OF THE RESULTS WITHIN ONE (1) WEEK OF TESTS FOR SUBMITTAL TO THE VARIOUS AGENCIES. H 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES THAT MAY HAVE THEIR UTILITIES WITHIN THE CONSTRUCTION AREAS TO LOCATE THEIR F ACILlllES IN THE FIELD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION. 7. IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. IN ALL CASIES WHERE THE WATER MAIN OR SANITARY SEWER CROSSES UNDER OR OVER THE STORM SEWER MAIN LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE DUCllLE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER) STORM AND SANITARY SEWER MAINS. WHERE CONDITIONS DO NOT PERMIT THE 10-FOOT SEPARATION, THE SEWER MAIN MUST BE LAID IN A SEPARATE TRENCH OR THE SAME TRENCH DIVIDED BY A BENT OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST BE 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF SEPARATION BETWEEN WATER/SEWER CAN NOT BE MAINTAINED, THE WATER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG OR THE SEP ARA TION IS PROVIDED. UNLESS OTHERWISE SPECIFIED BY CITY OF WINTER SPRINGS, THE REQUIREMENTS ABOVE SHALL DICTATE. 8. ALL PVC PIPES SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE. 9. THERE SHALL BE NO DETECTABLE LIEVEL OF INFILTRATION OR EXFIL TRA TION FROM SANITARY SEWER SYSTEM AT THE TIME OF INSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE OWNER. 4. CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS MAY SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. G 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIV1TIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 6. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ONE SET OF RECORD DRAWINGS TO THE ENGINEER OF RECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS COMPLETED ON EACH PHASE. 10. GRAV1TY SEWER PIPE SHALL BE GREEN SDR 35 PVC CONFORMING TO THE REQUIREMENTS OF ASTM D3034. F 7. A PRE-CONSTRUCTION MEETING IS TO BE HELD BETWEEN THE CITY OF WINTER SPRINGS, UTILITY COMPANIES, ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. PLUG VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. 12. ALL METERS 2 INCHES AND UNDER SHALL BE INSTALLED BY CITY OF WINTER SPRINGS. 8. ALL CONTRACTORS, CITY OF WINTER SPRINGS REPRESENTATIVES AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTA TION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. THE COST FOR REPLACEMENT OF THE MONUMENTA TION SHALL BE BORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAID MONUMENTATION. 13. ALL REDUCED PRESSURE BACKFLOW PREVENTORS (RPZ) SHALL BE INSTALLED BY THE CONTRACTOR. 14. A MINIMUM OF 3 FEET OF COVER SHALL BE PROVIDED OVER ALL PROPOSED LINES UNLESS OTHERWISE NOTED HEREON. 15. EMERGENCY WASTEWATER SPILL AN D WATER MAIN BREAK PROCEDURES: A. EXCAVATE CAUTIOUSLY - THE CONlrRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVAllNG IN PROXIMITY OF WASTEWATER FORCE MAINS AND GRA V1TY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED, CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICA TION. B. TELEPHONE NOTIFICATION - THE CITY OF WINTER SPRINGS DISPATCH OPERA TOR SHALL BE GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE AT (407) 327-1800. C. REPAIR IMMEDIA TEL Y - ALL DAMAGE TO CITY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY'S INSPECTOR, CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. E 9. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET 'COQ1' OF CONSTRUCTION PLANS. 10. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM SURVEY PREPARED BY ADVANCED LAND SURVEYING AND MAPPING. 12. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY CITY OF WINTER SPRINGS, THE PLANS, AND CONSTRUCTION SPECIFICATIONS, WHERE CONFLICTS OR OMISSIONS EXIST, CITY OF WINTER SPRINGS STANDARDS SHALL DICTATE. SUBSllTUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER. D. CITY OF WINTER SPRINGS UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF WINTER SPRINGS UTILlllES CONJSTRUCTION INSPECTION SECTION - (407) 327-2669 CITY OF WINTER SPRINGS UTILlllES WA lIIR DIVISION - (407) 327-2669 CITY OF WINTER SPRINGS UTILlllES ENGINEERING DIVISION- (407) 327-5977 X 330 E. ADVANCE NOllFICA TION OF CONSTRUICllON - THE CITY OF WINTER SPRINGS UTILITIES CONSTRUCTION SECTION (407) 327-2669 SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. F. ADVANCE NOTIFICATION OF PENDING CONNECTION - THE CITY OF WINTER SPRINGS WATER DIVISION (407)327-2669 X 330 AND THE CITY OF WINTER SPRINGS WASTEWATER DIVISION (407) 327-2669 SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE OPERA TIONS. D C 13, SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLA llON. 14. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER. B 15. CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION ON EACH AND EVERY PHASE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO BACTERIOLOGICAL TESTING, PRESSURE TESTING OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER OF THE ENGINEER'S REPRESENTATIVE. G. OPERATION OF CITY OF WINTER SPRINGS VALVES - WA TER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERA TED ONLY BE CITY OF WINTER SPRINGS UTILITIES INSPECTOR (407) 327-2669. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. H. OPERATION OF CITY OF WINTER SPRINGS PUMP STA llONS - THE CONTRACTOR SHALL COORDINATE ALL PUMP STA llON OPERATIONS AND SHUT DOWNS WITH THE CITY OF WINTER SPRINGS UTILITIES INSPECTOR (407) 327-2669 . 16. ON SITE WATER DISTRIBUllON SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 16. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWA TER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFT STATIONS AND STORMWA TER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. A 17. ON SITE WASTEWATER COLLECTION SYSTEM AND PUMP STATION IS PRIVATELY OWNED AND MAINTAINED. 17. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER SHALL BE COPIED ON ALL COMPACllON TESTS TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE r.ONTRAr.TOR 1 9 13 8 2 6 7 10 12 3 5 11 4 14 15 14 15 EEl i-~&t~Inc. K Creativity As True As Reality Engineering I Architeclllre I Tnteriors I Undscape 1836 WOODWARD SlREET, sm, 101 ORLANDO, FLORIDA 32.803 PHONE: (407) 895-5400 FAX:(407) lI9S-522S WEB SITE: www....tnJc.nct E-MAIL: lIlllIUC@cfI.rr.com J I H G F E D PROJECT NAME: C HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA 6 7{23/lYl 6th PRELIMINARY APPUCATION 5 5/15102 5thPRELlMINARY APPUCATION 4 2(27/lYl 4th PRELIMINARY APPUCATION 3 2/19102 3nl PRELIMINARY APPLICATION 2 U15/lYl 2nd PRELIMINARY APPLTCATION I 1/15102 PRELIMINARY APPUCATION No. DATE: REVISION I SUBMTSSTONS B SHEET NAME: GENERAL NOTES .COPYRIGHT 2001, iRUI!EN01NII:IIta & AACHITECTI, lNC OESIGNIR. ftltItDV DPMIILV ~ HS OOPVRIOHT /1KJ ontlJlt R1GHT6IN THE IDEAS, DESIGNS, ARRANGBlENTS, PLANS AND DRAWINGS IIt()'MI HEJIBiI. SUCH lEAS. 0E8CNS. ARRANGENENfI. P\.ANS AND DRA'MNtiS WERE CREATED. EVOL.VED AND DEVELOPED FOR USE ON, AND.... COI"frECfION Y<<THTt1E &PEC.WEO PROJECr. TH!;SE F-LANS AND ORA'MNGS ARE NOT TO BE: R.EPROOUCEO. CHAflfOEC ORCClPtEO to! NffF=OlWM.MNrN:RWHATSOE\.ER. A WITHOUT FIRST OB'T'AlNING THE EXPRESS WRITTE.N PE.RMIS&ION AND CONtEN'l' OFTRlE ENGNI!RS & NC-ITfCT9 t4C. NOR ME Tlotev TO IE ASSIGNED TO ANY PARTY WITMOUT FIRST OBTAlNIG SAD WRm1:N PE~ Nt) OONEIENT ARCH1'1'BCTURAL CNll.. 1'1IlTER lOR LANDSCAPING DRAWN BY: CHECKED BY: AP?ROVEDBY: SMV DA'I'E: AUGUST 12.2002 SCALE: ATO PROJECfNo: 01-043.00 SMV SHEET No: SMY CSM SMY SMV N.T.S. C012 1 2 K" J I ... . . . .. . ...... . ..... .. ... H............ G .. F .. E D c B ........... ." ~ . ....... ....~.. wo.. ... ~... · 1\... .. . .< J0 .8 . .. ... .~. . ~i"" r- ...., ~ · i.-.o .. . : . I- .. Jt .. , '" ",", ." . . :::::ii.. . . .....: ..~ . . . . . ..~.,.- " , ., '1 .' ._,._~_.' ,', v, " .-,- , " , . t., "" .' <, , (5) GL i'" A L-(5) vac 1 2 5 I - .. (34 3 .~ c 'I' 3 4 ,.) . .;.~ ..: "'~" :.:~" . . @) ..~ V1P~:~ ER . ,L.-.,.-,-..';. . ,,:.,:'; .~~~ . \ . - .. ..~ ...> : :. ,:". 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'.~m ." .11 Ii ., ." - C9t-J ~ ~~~J ~&~ v 1~1~ ~ ~ ~ ..,..,qA J~V7~~' ::1!l ~ ~ L~ ~,~~ _u~ n~~~' 'T~~l ~ ~~ lRGlNAL GROUND DRIP UNE - - 5' MIN. 5' MIN.- 2"'1.4" BOARDS 1 r -4"14" POST AROlMD .-NEW GRADE ATTAalED TO ENlR DRIP UNE OF ITvD ) J ~ I EXISl1NG lREES TO BE POSTS '1Ir"__~ L 1 SAVED. GROON~l I I l J L TREE WALL DETAIL TREE PROTECTION DETAIL I I 9 10 ~ ~ ~ ~ ~ ~ ~ .... - I - I I 11 12 13 14 15 LANDSCAPE ~OTES: I 1. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT WORK DOES NOT INTERRUPT ESTABLISHED OR PROJECTED DRAINAGE PA TTERN. 2. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED TO INSURE DRAINAGE. 3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS CALLED FOR ON THE LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYING THE PLANS SHALL BE USED AS GUIDE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES AT TIME OF BIDDING. 4. ALL PLANT MATERIALS SHALL BE GRADED FLORIDA NO. 1 OR BETTER, AS OUTLINED UNDER GRADES AND STANDARDS - FOR NURSERY PLANTS) DIVISION OF PLANT INDUSTRY, STATE OF FLORIDA, UNLESS OTHERWISE NOTED. 5. ALL PLANT BEDS SHALL BE TOP DRESSED WITH 3" MIN. PINE BARK MULCH. 6. LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHRUBS AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. STAKING OF TREES OR SHRUBS, IF DESIRED OR REQUESTED BY THE LANDSCAPE DESIGNER SHALL BE DONE UTILIZING A METHOD AGREED UPON BY LANDSCAPE DESIGNER. 7. LANDSCAPE CONTRACTOR SHALL DISPOSE OF STUMPS AND MAJOR ROOTS OF ALL PLANTS TO BE REMOVED. ANY DEPRESSIONS CAUSED BY REMOVAL OPERATIONS SHALL BE FILLED WITH FERTILE, FRIABLE SOIL, PLACED AND COMPACTED SO AS TO RE-ESTABLISH PROPER GRADE FOR NEW PLANTINGS _ AND/OR LAWN AREAS. FINISH GRADE BEFORE PLANTING SHALL BE f:3" BELOW FINISH SURFACE OF ADJACENT PAVING OR TOP OF ADJACENT CURBS. 8. SOD TO BE 41 OF ALL TREES, SOD LINE TO BE SMOOTH MANICURED LINE. 9. ALL EXISTING TREES THAT ARE TO REMAIN ARE TO BE PROTECTED. NO FILL MATERIAL OR USE OF HEAVY EQUIPMENT AROUND EXISTING TREES IS ALLOWED, EXIST. TREES ARE TO BE PROTECTED BY A WOOD BARRICADE ERECTED NO CLOSER THAN THE DRIPLlNE OF THE TREE. 10. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR TESTING PROJECT SOIL. THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE SOILS ON-SITE ARE ACCEPTABLE FOR PROPER GROWTH OF THE PROPOSED PLANT MATERIAL. SHOULD THE CONTRACTOR FIND POOR SOIL CONDITIONS, THE OWNER AND LANDSCAPE DESIGNER MUST BE CONSULTED PRIOR TO PLANTING. 11. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON SITE BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE DESIGNER. 12. ALL PROPOSED TREES TO BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OF PLANTING BEDS. PLANTING BEDLlNES ARE NOT TO BE OBSTRUCTED, SMOOTH AND FLOWING. 13. LANDSCAPE CONTRACTOR SHALL REVIEW ARCHITECTURAL/ENGINEERING PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUB-SURFACE UTILITIES. 14. LANDSCAPE CONTRACTOR SHALL CO-ORDINATE WITH THE LIGHTING AND IRRIGATION CONTRACTOR REGARDING TIMING OF THE INSTALLATION OF PLANT MATERIAL. 15. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY WHICH MAY OCCUR AS A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK. 16. PROVIDE PRE-MIXED PLANT MATERIAL FOR USE IN ANNUAL BEDS CONSISTING OF 70% COARSE PINE BARK, 20% PEAT & 10% PERLITE. 17. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLAN S, 18. THERE ARE TO BE NO GRADE CHANGES WlTHHIN THE DRIP LINE OF ANY TREE THAT IS TO REMAIN ONSITE AND RETAINING WALLS MAY BE INSTALLED WITH PRIOR APPROVAL OF CITY FORESTER. I I 13 14 15 - - - - - - - - '7 /~ A ISTllATION l/4\l416 / 1/ HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA ~ K :: "" S'IM. ABB. Q1Y. o LQl O~ . Gl J 0 we . LT ~DL EXIS1IlG 11IEES 9ZE Q1Y. 4' I ff r r r 9" 10" 11" 12" 13" ElJ r,..W"'~~ Inc. Engincccing / Alchitecllue / Interiors / Landscape ~ 1836 WOODWARD STREET. SlE.101 '" ORLANDO. FLORIDA 32803 ~ PHONB: (407) 895-5400 FAX:(407) 895.5225 .2" WEB SITE: WWW..'lrue.nel E-MAIL: a.WUC@cI1.rr.cnm -- #' Creativity As True As Reality LANDSCAPE TREE SCHEDULE lDIlrKW N.....E !ilZE (*) 14' H 15" 16" 17" 18" 19" 20" 57 U11l.E IDl IlAGNlllA 30 GALU>>I r HCH 1-1/2" 10 2" ~Gf~ !4~HIGH .. a.c. j4~HIGH J' a.c. 1 GALLON 21" 4 'd 2 24" 3 2ft 2 2rt 1 29" 1 y;f 1 34" 1 G 40" 1 TOTAl. 2711 SYUIIOI. D ~ ~ . F E D PROJECT NAME: C 6 7123/02 5 5/15/02 4 2127102 3 2/19/02 2 2AW02 1 1/15/02 B No. DATE: SHEET NAME: 18 SAGO PAl.\I GCI.IIN UGUSlIUI 240 UQJS1RUI X \1CAA'II 240 WIUIlUM 0II0RAl\JM COII'ACTA Uu. Y 1IR' URlOPE !PP. DA'1W.Y HEllEROCAI.l.IS SPP. 1 GAU.lJl 10 RDlAII 10 BE AEIoICMIl 17 21 111 19 29 27 31 21 & 9 9 13 12 8 7 2 3 10 14 8 3 7 12 8 III 19 18 18 19 8 5 3 II II 5 4 2 3 10 11 13 7 o 4 II 4 3 3 3 o o 3 1 1 1 3 0 1 1 o 1 o 1 o 1 1 0 1 0 109 187 callrKW NAME ASPIW. T CO<<:RETE EXIS1\NG OONIIIl1CWS NOT INQ.IJDED IN PRllf'(&J) CONS1RUC1IDN 6th PRELTMTNARY APPLICATION 5th PREUMlNARY APPUCA TlON 4th PRBLTMTNARY APPLICATION 31ll PREUMlNARY APPUCA TlON 2nd PRELTMTNARY APPLICATION PREUMlNARY APPUCATlON REVISION / SUBMISSIONS LANDSCAPING PLAN .COPYRI(l1olT 2001, TRUE ENGINEERS & ARCloIrT!CTI, INC DEIIGN!:R I4!REIIY9J:IRI!BILV"'!RWlI H1SCl:lPVRlQHT ANOOTl"Il!R AIGHTIIN 'n-tE IDEM, DESIGNS, MRAN~EHTI. PlANS NoID DRAWIN08~ ~ aJCI-t 1rI88.1:II!IIaNB.~, PL.ANS MD DRAWINGS WERE CREATED. EVOL\ED AND 0EVEl.0PED FOR lJSE (Ill, Nt) IN ~ wnH nE SPECIFIED PRCl.IECT THESE PlANS AND DRAWINGS ME. NOT TO BE REPRODUCED. CHANOEDORCCPEDIN/IN(FORMOR MANER ~ATSOE\t:R A WlnlOUT '1R81 OBTAINING T1-t, EXPRESS WRIT'T'EN PEMlISSION AND CON!lllNTOI'I1I.I!I!NQIlRII&NU1l'MC1'8lNC NORMIE. TH~TO BE ASSIGNED TO ANY PARTY WITHOUT IIIRSl oeT~ 1M)WNTT1!J<l ~ IH) o:NII!M' ARCHITECTURAL CIVIL INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVBDBY: SMY DATE: SEPTEMBER 12.2002 I SCALE: ATO PROJECT No: OHl43.00 I SMY SHEET No: SMY CSM SMY SMY I" =20' LOO! K - J I- I I- H - G - F - E - D - c - B I- A 0~ ;fit / dc'''' I R 1 1 I tN, I I ~.." d 2 1 ~ , \ /''''.', '; ( g \ \".~) , i" "," "/;:.,: ..,.. ,~ ~~ . , , \ .;;;tt I 3 LW ~., g,;........ ..... "" '0'" " . " " ~ << .". (~ -'/ "..;.' ~ ~ '..; <<" tV . ,. . "",, * ~ ~~~~ "..,.... ....',.....' ." r \ \. \ . ~ \, " ...'" .....,..'.. ~ ... -:- "~.. >; " ~.., : ........,~.~...... ',,, ,..~'....b u..{.v........... ~,.,.. ..........' ,. 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'/ " . . ~.~,~~'1 ': ~ r:,/ : . / .' f";,;"'\ ~ '~ ; \,":, { :;. , . / . . :I.:o~()A ~/ .// ..1 ~O~ /,L. ,/' / O~.. V / U ...- ~y~., // ~~~ / /" . / 4tA~ / ,/ // / " ; / / / / / / / / / / / / / / ,- / / / / / // // + / '/ <" < " / ,/ . <. , / '/ / o'.f ./:. .. /. > // ' / '~ ' / . ':x:4* ,,/ " ~'<,>> ... '" '... / / / / '~..., "...'f'.,~',...., ~\.. .n"\, , ;piA Hf.~i.;;;." ;.-l~'... .;,. "':..'>>~i. . ',; ...~. .,;....~. .;.' 'r.." '.. .~.....:::-......~..'" ......;.,.. :IV " , 2.x6. TEE " /,...." / .../ / / [ i / /.' /'."" ../. .:/ /,' ."/ ./<./ /..;/ ,- ..... ,...' / . -< ../ // ..// / ./.. ,..;' ,/ (1) 2-INCH IRRIGA1JON MElER' (1) 2-INCH Rei BACKFLO"W : ..../ / :~ ~, > / //4' ". ../ /// /~.., ;. '" :... -:> " .(0 ,/~ .../ ,,7 '" / // , " / / / ~~ ......./ l' / CONlRACTOR TO FIELD \1rRIFY EXISTING CITY'S WATER MAIN + 't .J " " :". << " / '/ ' ~/ ./ "'" ~ t i ..m...n ...mnmu... ...mm"'1: ~ I d n l '< ! ,:f~<t'~.:": ')"./~/ ':-"" ... 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'" : ~ ~<~ ~ Ii /..../ '. \. :",;C / /. /" // - ~, [ / ,// \ >r~, .... / '-", ... : (0' ~.. ...~ ..., .... ...... l ..../ ./.... /~ ~ /" (.....'~ '~-;:"':,,'~'" ' "Y' mwmnq'~' -:> ........ ~~ *,.. ..."j...... ) ,,// ","" /i ~// ~~:""":"'::,'~ .........;.~,,'t .///"../ '. .../ ~ "'"//<, ...>/ : 0( "".,.. .;. :::'""''''\ ,..... ,/." \\. ,/~ .,/'" '..../^' ;, ',/</ ; ~ ~ ... /... \ ,J'.....~ -:., "",,"" ' , j./ 1 ~w~ ,,~...., ~~ \ \ ~. \" //// ,. ,; .../r '<..~n"''''./ ~\ \ .,./"\ :( '. // ..)\ \/ .., " /C''';' of;/' . -$4:>;.... ,.' / \ \ -:>~. ........... ..,......../~.." J!> \ . /'.>>> '. "/ ~ \ \ ' /' /1i?~~/ \ .../' /.(~ 'J;,-/ '-".. \ "\ /'~" /: y ;.., \\ \ ,," .... /', ..-. :V~ '" \\ ",.....'" //-/ . ~ ;........ ..../ \"\,, \ "'...........4:. "::.:-;/r/ ....// :,\ ;.,/( .', ,:0-....... / F~<<'." ... '\ \ ,/,/ .///A .~ .....;.>" // {~: >.~:~} (1.4) \ /' / .. , ,,,.d:-/~,/....,:, ::;."......:.--/ ,,//// <:: :t ~ -,. '. ~ ~.. .' ~ ~. ~. W'\.. _J'/'~' ,'" :<..-~: .,;"~ , .J'/'/ ~ ?::!: ..... ~ ~ ,..-- \ .... 'j. ~, ,-:;. ~ .. ,/' ,/.... "'~'" <.,,~-::'\ .... ~ ....-..... .// ~ .'if ./.'/ '~\;,~;";(::;:::~~;~~;:.>>/:/ /." / / ",. .......,i~ ',.' ,,' ,.' " ~,...' \:l' ~,;~..", ",~'" \ lit? \:::;",.. ",,/~ ..~ \ .,..~ ........., ,..,," (; ;.~'\ \.: .~~/ / IRRIGATION NOTES: 1. CONTRACTOR TO PROVIDE PERMANENT UNDERGROUND CENTRAL IRRIGATION SYSTEM THAT PROVIDES ONE HUNDRED (100) PERCENT COYrRAGE OF ALL LANDSCAPE AND BUFFER AREAS. 2. CONTRACTOR TO PROVIDE CENTRAL IRRIGATION SYSTEM THAT USES REUSE WATER If THE REUSE SOURCE IS ADJACENT TO THE PARCEL BOUNDARY AND AVAILABLE WllH ADEQUATE CAPACITY AND PRESSURE. 3. ALL NONREUSE CENTRAL IRRIGATION SYSTEMS SHALL HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVER RIDE lHE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINfALL HAS OCCURRED. 4. IRRIGATION SYSTEM'S PRESSURE VACUUM BREAKER ASSEMBLY SHALL BE INSTALLED WllH MINIMUM HORIZONTAL CLEARANCES OF 30 INCHES FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS. 5. GUARD POST SHALL BE INSTALLED IF lHE ASSEMBLY IS EXPOSED TO POSSIBLE DAMAGE FROM VEHICULAR TRAFFIC. AS DETERMINED BY THE CITY OF WINTER SPRINGS INSPECTOR. 6. THE ASSEMBLY SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. APPROVED BY THE OTY OF WINTER SPRINGS INSPECTOR. 7. PIPING SHALL BE SCHEDULE 40 PVC IN ACCORDANCE WITH LOCAL CONSTRUCTION SPECIFICATIONS. 8. ALL EXPOSED METALLIC THREADS SHALL BE PAINTED WITH BITUMASTlC PAINT. 9. lHE CITY INSPECTOR SHALL HAVE UNRESTRICTED AND CONTINUOUS ACCESS TO THE VACUUM BREAKER ASSEMBL~ 10. IRRIGATION WATER METER AND IRRIGATION BACK FLOW PREVENTER TO CONFORM TO THE CITY OF WINTER SPRINGS UTILITIES DEPARTMENT REQUIREMENTS. 11. IRRIGATION SYSTEM. VALVES. SOLENOIDS, CONTROLLERS TO BE RAlNBIRD OR EQUAL 12. CONTROLLER TO BE CONNECTED TO 110volt 15amp CIRCUIT. 12volt WIRES ARE TO BE INSTALLED TO EACH SOLENOID VALVE. %" %/ /( / ..' / ./ / / / ./ \. '~:=J[~ . ;_"~..m'_ "i! , .. :.:,~~~.~, ~JJ lllil:::::JIIIi .7, " . '. . .....'...... ": ~''''..)d'> ~ '" ~~ 'J! /j ~ ...,.;:..........._......--.~..:~~..,; / ./~ ..' / / / / " ,. / / ",'/ /~ / // / / ./ /. / / / / " ,/....... // // / / / / / .' / ,,' /. / / / / ,L >{ ,./ / ,,/ /' // ,,/' /' /' /' /............. / / / / / // / ,...,..~ . ~~/....~ / / "* << ./ .....-. ...."~, ';1 / / / / / // " J / / /' / / ~~",.... . / \ " .:l . . ,..%' ,,~ \ ~ . " .': :),;,./" \ \ . "-/,,,. \ ~".. \ ." '. \" ~ /....\ \ o"." .,," \ \ ,.". .o"" \ \ \ \ i, \ '\ \ \ \ \ '--v. ..:;.v. / ,///' : ,~ ..,,'/~' \ / /' // / / / / ~,/" / / /' / ,. " ,.' / .// /' .... .....'~... '';' "i:; ~~{ fxi\ ,<<: / ,. ,/ ,/ / /"" / " " /' /" / ".,~..~~......". ~. ," ...~.., , .;\ '\1 . '-., .....~,o." ~, "\~ \. 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IRRIGATION CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS AT NO ADDITlONAL COST TO THE OWNER SHOWING lHE LOCATION OF ALL UNDERGROUND WATER AND ELECTRICAL LINES, VALVES AND BACK FLOW. ,.' ..' ,. .,.., .-'~-.'~~~~~,.. .".. ,.. - .' "..' " ,~....... ,....',.. ," ," d~ .....~ ~.. ,~ ~,~.. ". .'~ ~..~,.. .~~~,~.. ,....~' -' ,....,.. ,....,'~ ~~...", . ^" ....,.. ,~ ,~. .., ~d~ ~ ~ .~.~~ ..- ~~ ~. ~~,.. ..~c,..~....,~~' .~~~ ,~"" ." / ....'" / ~,...".. d~~' ...~~ ' ~-.'~~' ~~~~~ I ....." ,~d~""- ~~.. "..,~ I I I I I I I I I ....~~'~ ..,,~ I I 4 5 6 15 8 9 10 7 12 13 14 11 - - - - - - - - - - K ~ S'tMBCl. J o o . @ . S [MJ ElJ - ~ Tw-~..~~ Inc. Engineering / Architecture / Tnteriors I Lwlsc:ape I S'tMBCl. D ~ L::..2J EE] H G F E D PROJECT NAME: c 1836 WOODWARD S11U!ET, sm. 101 ORLANDO, FLORIDA 32803 ~ PHONE: (407) 895-5400 PAX:(407)895-5225 ~ ;~:i:~:';:::::ty IRRIGA TlON LEGEND COMlION NAME Q1Y RB 1804 44 RB 1804 ON A RISER 126 RB 5004 28 RB 5004 ON RISER 4 R50 2.0 lJIN PE2lXI 2 2' IIElER BT 0l1NER 4" !lEE\€ 2 -r lH !lEE\€ -r IIA1N UNE (SCH 40) VARIES lXIIMON NANE A9'HAl. T ca<<:RElE ElGSltlG CINIl1lCJ6 NOT INClUDED IN PIU'OSED CONSTRUC1lON /) II III :;rr~V NG FR , /1.MRf.GAWAD,P.E, RIQ,('Rw(;IS'tRATION ~16 I (/ // HIGHLAr46S APARTMENTS WINTER SPRINGS, FLORIDA ARCHITEcnJRAl. CIVIL INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: 5thPRELlMINARY APPliCATION 4th PRET..IMTNARY APPUCATION 31t1 PRELlMINARY APPliCATION 2nd PREl.lMTNARY APPLICATION PRELlMINARY APPliCATION REVISION I SUBMISSIONS IRRIGATION PLAN .CQPYftIOHT 2001. TRUE ENOINEElItlI & AN:.HlTECT8, INO DISIONIR. HER.DYDPRESLVIllDllMBll.... OOF"VRIOHrAlClOTHlR. RIGHTS IN THE IDEAS. DESIGNS, ARRANQE,..ENTS. PLANS AND DRA'MNGS ~ HEREIlI IlJa.lIOEAl, DE8QNs, AARAHGEMEN'T'l PlANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE. ON, /1HJ1N ~ Ytfll-I THE 8PEc:FED PRO.ECT THESE PlAtotS ANO DRAWINGS ARE NOT TO BE REPRODUCED. CHANCJeo ORCOPEC'" AH'f FORM OR MNNER WHAT8OE\IER A ~~'::~:J::'~~G~l!p=E..:,.:'~~';~~~':~=~:.::.c..~~NDfIECTStc NORMe 5 5/15/0'2 4 2/27 /ffl 3 2/19/0'2 2 2,(15/ffl 1 1/15/0'2 No. DATE: B SHEET NAME: SMY ATG SMY SMY CSM SMY SMY DATE: SEPTEMBER 12.2002 I SCALE: PROJBCfNo: 01-043.00 I 1" = 20' SHEET No: L002 1 K I- J I- I - H - G - F - E I- D - c - B ,.... A 1 10 10 o 000 a 0.0 I I a 0.0 I 10 10 a 000 2 Oolk- ""'rrb~--"'. 2 I \~ 3 0.0 , ; \ ...~..,~ ~ a .IT R'\ \ 0.0 \..~:../ \ \ , .0 '. at f~ 'J~~:;,("" \. \a \000 'l ': -..,....' I a 000 ~ '* 'fi ">" ......- .... ~~ ,-""a 0.0 a " 000 '\ \ 1l.0 4 5 6 I I 1.0 .3 a ''': ~ ~ ',' ~ .. 'V '.0; q..- 1.2 ,3. 7<< . 4.1 '. 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