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Home My WebLink About2002 09 23 Regular C NEW Final Engineering and Site Plan for Highlands Apartment, Phase II COMMISSION AGENDA ITEM C Consent Information Public Hearin2 Re2ular X September 23.2002 Regular Meeting MGR. (J--;Dept./~ . REQUEST: Community Development Department presents to the City Commission, the final engineering and site plan for the Highlands Apartments, Phase ll. 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 C September 23, 2002 Page 2 The project is proposed with 42 units (43 allowed) - 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, Inc. No wetlands and no state or federally listed plant or wildlife species were found on the site. CHRONOLOGY: . March 1984 - Seville on the Greens plan received by the City · March 1990 - City receives record (as built) drawing of project . May 1995 - Certificate of Title obtained . February 2000 - Tax Deed obtained . June 2001 - Warranty Deed obtained . April 12, 2002 - Preliminary plan approved by City Commission. FINDINGS: 1) The proposed site plan is consistent with the approved master plan in terms of the number of units, setbacks, number of bedrooms, height, and number of parking spaces. 2) The proposed site plan is consistent with the City Code and Comprehensive Plan. 3) Traffic volume and movements have been analyzed and found acceptable by traffic engineers employed by both the applicant and the City. 4) 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 of the Highlands Apartment, Phase II, final site/engineering plans. ATTACHMENTS: A. Staff comments/conditions of approval B. Final Site Plan 2 ATTACHMENT A John Baker From: Sent: To: Subject: Kimberley Hall Friday, September 13, 2002 10:20 AM John Baker Highlands Apartments The Engineering Division has approved the Final Engineering Plans for the Highlands Apartments dated 9/12/02. 1 MEMORANDUM Page 1 of 1 John Baker From: Bob Dallas Sent: Monday, July 01, 20028:49 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 of the alarm and fire sprinkler plans. 7/1/2002 EEl Troe .(;ngineers &-. A~ii:ed:s I ne. s~ 1"::- 1-- ........ .....1-- ........ ........ CIeativity A. True Aa RealliY .. Engineering / Architecture / Interiors / Landscape ... ~ IIlIIIIl ~ """Ill ~ - . IIlIIIIl ~ """Ill'" -. ~ " . IIIIIIIII ....1IIIIIIl ~ IIIIIIIII .... ~.L l. ..- - .... ,.. """Ill ,..,.... n ., r .., .J ., .L 1IIIIIIl.... .., ., .., ..J .., ~1IIIIIIl"" '1 .J '1 ... " ~ IIIIIIIII .... l. w_ , CONSTRUCTION DOCUMENTS SEPTEMBER 12, 2002 ... ., """Ill ,.. .....,.. a - . ~ - - - - IIIIIIIl ~ ~ l. - - ,1IIIIIIl ~ - ~ - - SECTION 33, TOWNSIDP 20 SOUTH, RANGE 30 EAST CITY OF WINTER SPRINGS, FLORIDA UTI :s '. 0 VICINITY MAP ",.,>>"""At,v' >>>iWI'r w_i~6jL --ii". .' .)jt g .;::". .3:: .~. .> ~il: , ,. "./' N .,dl .,. t W <;>' ~: ~,4i l t ~' ~,I!'l . t"~~~. St i' l ~'~.,- 2f'tJ.J*'r - ..... ~CI :,'{Ig, "'1W1"",,"',<t/ '. ;:: MEADOWBROOK WINTER SPRINGS, LLC PARCEL 33-20-30-515-0104-000 ZONEDPUD ~ - :~: :} .~. ::t/ ;~: PREPARED FOR: LEGAL DESCRIPI10N: (AS PROVIDED BY CLIEN1) w L, ' ".r , j L~ :':.,,~. rl ~ .....'M.. ..... t *'~ " " 'I' ~ 1st Ct I 'Il-of' ~ ~ ill 4(j~'1 I t! ~ ~ inle~ Sprirpgs ( t @.; :[:, " 1_ l ",. ~: MNH Enterprises, Inc. 1101 N. Maitl.and Avenue Maitland, FL- 32751 PARENT TRACf A PORTION OF TRACTS D, E, AND I, THE IllGHLANDS SECTION THREE, CITY OF WINTER SPRINGS, AS RECORDED IN PLAT BOOK 17, PAGES 48 AND 49, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: JIll' ":{" ' ,,;n DEVELOPER ENGINEERlARCIllTECT SURVEYOR 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.R7 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, 141.52 FEET; THENCE N')RTH 23^OI'18" EAST, 55.72 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SHEOAH BOULEVARD, SAID POINT BEING ON A CURVE CONCAVE 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 A TANGillol'T 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 CONCAVE SOUTHWESTERLY HAVING AS ITS ELEMENTS A RADIUS OF 726.13 FEET, A CENTRAL ANGLE OF 34^O1' 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 87^24'02" WEST 18.14 FEET; THENCE NORTH 28^13'03" WEST, 154.38 FEET TO A POINT ON A CURVE CONCAVE NORTHERLY AND HAVING AS ITS ELEMENTS A RADWS 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" WEST; THENCE ALONG THE ARC OF SAID CURVE 47.54 FEET; THENCE SOUTH 27^58'46" WEST, 42.00 FEET; THENCE NORTH 62^01'14" WEST,44.00 FEET TO THE P.e. 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 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. .:::. .-": 34 :~: MNH ENTERPRISES, INC. 1101 N, MAITLAND AVENUE MAITLAND, FL-32751 TRUE ENGINEERS & A..RCHITECTS, INC. 1836 WOODWARD STlREET, SUITE 101 ORLANDO, FLORIDA 32803 PHONE: (407) :895-5400 ADVANCED LAND SURVEYING & MAPPING P.O. BOX 560698 ORLANDO, FL-32856 (407) 509-2305 . '.~ .\ t ;:::: J .:l I. ,..GlI g f:it&,<<-~ j, ~. .~~~~: .~ r-- _ "~'i~_",,"m_~<<<~'~' ~,J.l'" _'O' ". ,.. &, '1 l, ;~ lm ! , I 1 , lJ'l fAd:' . Df j~ . '. ~:~." ". . . 'r. Bfoo~~ "....~m<<'l ll. .,. ,.t~'lji .. . .. \ .. 'R W ...1aLe-- ~ , .., .haYdY ,~,~, .=,,'" 1 .. 6~E:ET INDEX , /! ~ #~/fpr f/{/ - L...... '-- - HEr' DESCRPTfG1{ HEr' CE6CRIPrkJ{ HEr' DESCrI'TlGN .. 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PARCEL 33-20-30-515-0104-000 , lONED 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 "'INTER SPRINGS, AS RECORDED IN PLAT BOOK 17, PAGES 49 AND 49, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLO"'S, G COMMENCING AT THE SOUTHEAST CORNER llF SAID TRACT D, RUN SOUTH 85"'11'58' "'EST, ALONG THE SOUTH LINE THEREOF, 70.00 FEET THENCE NORTH 36"'50'38' "'EST, 217.13 FEETJ THENCE NORTH 44"'47'02' "'EST, 177.77 FEETJ THENCE NORTH 93"'36'39' "EST, 315.32 FEETI THENCE NORTH 10"'21'05' W'EST, 310.54 FEETJ THENCE NORTH 57"'33'00' EAST, 150.51 FEETJ THENCE NllRTH 66"'29'30' EAST, 340.92 FEETI THENCE NORTH 27"'13'43' EAST, 153.97 FEETI THENCE NORTH 06"'52'27' EAST, 72.74 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE NllRTH 06"52'27' EAST, 71.40 FEET I THENCE NORTH 21"'24'40' EAST, 153.06 FEETl THENCE NORTH 08"'49'25' EAST. 141.52 FEETI THENCE NORTH 23"'01'19' EAST, 55.72 FEET Tll A POINT ON THE "'ESTERLY RIGHT OF "'AY LINE OF SHEilAH BOULEVARD, SAID POINT BEING ON A CURVE CONCAVE SOUTH"ESTERLY, 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 ALllNG THE ARC OF SAID CURVE AND SAID "ESTERLY RIGHT OF W'AY LINE 156.50 FEET TO A POINT OF COMPllUND CURVATURE OF A CURVE CONCAVE SOUTH"'ESTERL Y HAVING AS ITS ELEMENTS A RADIUS OF 726.13 FEET, A CENTRAL ANGLE OF 34"'01'16', AND A TANGENT OF 222.15 FEETI THENCE ALllNG THE ARC OF SAID CURVE 431.16 FEET, THENCE DEPARTING SAID RIGHT OF "'AY LINE SOUTH 97"24'02' W'EST 19.14 FEETJ THENCE NORTH 29"13'03' "'EST, 154.38 FEET Tll A POINT llN A CURVE CllNCAVE NllRTHERL Y AND HAVING AS ITS ELEMENTS A RADIUS OF 36.00 FEET, A CENTRAL ANGLE 1:F 75"'40'05', A TANGENT OF 27.96 FEET, AND A TANGENT BEARING OF SOUTH 42"19'41' "ESTI THENCE ALllNG THE ARC OF SAID CURVE 47.54 FEETJ THENCE SOUTH 27"'59'46' "EST, 42.00 FEETJ THENCE NllRTH 62"'01'14' "'EST, 44.00 FEET Tll THE P.C. OF A CURVE CONCAVE NORTHEASTERLY HAVING AS ITS ELEMENTS A RADIUS OF 79.00 FEET, A CENTRAL ANGLE OF 19"25'59', AND A TANGENT OF 13.36 FEETI THENCE ALONCi THE ARC OF SAID CURVE 26.46 FEETI THENCE NORTH 68"'3:5'20' 'WEST, 4:5.29 FEETJ THENCE SOOTH 21"'24'40' "'EST, 84.44 FEETI THENCE NORTH 68"35'20' "EST, 87.08 FEET Tll THE PllINT llF BEGINNING. F SURVEYOR'S NOTES E 1. THIS IS A BOUNDARY SURVEY. 2. THIS SURVEY "'AS PREPARED W'ITHllUT THE BENEFIT OF A TITLE SEARCH. 3. BEARINGS SHO"'N HEREON ARE ASSUMED AND BASED ON TloE: NORTH RIGHT OF W'AY LINE OF STATE ROAD 434 BEING NORTH 88"23'40' "EST PER PLAT OF THE HIGHLANDS SECTIllN THREE, AS RECORDED IN PLAT BllOK 17, PAGE 49, THE PUBLIC RECORDS OF SEMINOLE ClJJNTY, FLORIDA. 4. UNDERGROUND UTILITIES AND IMPROVEMENTS HAVE NOT BEEN LOCATED. POINT OF BEGINNI 5. INTERIOR IMPROVEMENTS HAVE NllT BEEN LOCATED. 6. AFTER REVIEW' OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No.12117C 0130 E, EFFECTIVE DATE APRIL 17, 1995, TloE: PARCEL DEPICTED HEREON LIES IN Z1JNE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN). 7. (D) DENOTES DESCRIPTIONj (F) DENOTES FIELD MEASUREDj (P) DENOTES PLATj (D DENllTES CALCULATED. 8. VERTICAL INFORMATION SHO"'N HEREON IS BASED [JoI SEMINllLE CllUNTY BENCHMARK DESIGNATION No. 4644101, ELEVATIllN=41.538, AND SEMINOLE COUNTY BENCHMARK DESIGNATION No. 4644201, ELEVATION=45.094. SITE BENCHMARK IS A TllP llF MANHOLE COVER, ELEVATION=46.11 FEET, AS SHllW'N HEREON. SANITARY MANHllLE RIM ELEVATION=43.33' INVERT ELEVATIDN=39.83' 0.5' CllNCRETE CURB CONCRETE DRIVE AND PARKING 0.5' CllNCRETE CURB 1.5' CONCRETE CURB AND GUTTER (TYPICAL> . ", STllRM MANHOLE RIM ELEVATION=44.72' INVERT ELEVATIllN-37.72' ~ \)tI:. . ,~SANITARY MANH[LE RIM ELEVATIllN=47.21' ~ ,. ~". / INVERT ELEVATION=44.47' SET NAIL AND DISK (L.B. No. 6885) ,; w . v LIG'S.- POLE ( .~ SITE nBtNCHMA TOP OF SANITARY MANHOLE COVER ELEV A TIllN=46.11' INVERT ELEVATION=f2.11' ,,\ ~ PO\IE:R T~NSFORME ~F O.JER STAIR~ELL: bet:;) · FIRE HYDRANT ,;. ~~ ~\y PO"'ER TRANSFORMER #'f.. ,.-z.cj " f:P rtl~) ~,,'i)~ CONCRETE . CATCH BASIN TOP ELEVATION=44.64' INVERT ELEV A TION=39.64' , , ~ K VI jJ q, ~ I UNITED DOMINIUM REALTY TRUST PARCEL 33-20-30-515-0DOO-0000 Z1JNED PUD \0 -I ." , - CONCRETE- . ,y ./ BUILDING FINISHED FLOOR ELE~TION=46.BO' ~ .~ , - GRASS - , N 83"36'38' V 315.32'(D> . ". " CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF. MNH ENTERPRISES, INC., ITS AFFILIATES, SUBSIDIARIES AND LENDERS. ., . CONTINUES AROUND POND -APARTMENTS- I WATER METER RETENTION POND "'ATER ELEVATIllN-40.98' FEBRUARY 12, 2002 24' RCP INVERT ELEVATION=39.67' D (SEE PARENT TRACT DETAIL FOR CONTINUATION) LEGEND o RECDVERED NAIL AND DISK (L.B. 3615)(TYPICAL> o SET 5/B' IRON ROD AND CAP (L.B. No. 6995)(TYPICAL> LINE TABLE COURSE BEARING DIST ANCE C LI L2 L3 L4 L5 L6 L7 L8 L9 LIO S 85"'11'5B'" N 36"50'3B'" N 44"'47'02'''' N 57"33'OO'E N 27"'13'43'E N 06"52'27'E W' B7"24'02'''' S 27"58'46'''' N 62"01'14'''' N 68"'35'20'''' 70.00' 217.13' 177.77' 150.51' 153.87' 72.24' 19.14' 42.00' 44.00' 45.29' DATE DESCRIPTION REVISIONS BY BY DATE B A 1 2 3 4 TOP OF BANI< ,,> . ~ . ~ ,,> . '" . CURVE TABLE COLRSE RADIUS ARC LE[NGTH DELTA CHORD CHORD BEARING C1 36.00' 417.54' 75"40'05' 44.16' S 80"OB'43'W' C2 78.00' 2/6.46' 19"25'58' 26.33' N 32"52'17'W' C3 354.78' 1556.50' 25"16'25' 155.23' N 49"15'25'''' C4 726.13' 4::31.16' 34"'01'16' 424.86' S 19"36'36'E 13 14 " , o 15 30 60 SCALE, l' = 30' ~ A,.~" u. POINT OF COMMENCEMEN SOUTHEAST CORNER TRACT D PARENT TRACT DETAIL (NOT TO SCALD ~ . S RV OR'S CERTIFICATION I HEREBY CERTlF T AT HIS BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED ON FEBR AR 12, 002, IS IN ACCORDANCE 'wIITH THE TECHNICAL STANDARDS AS REQUI D Y CH PTER 61G17-6, FLORIDA ADMINISTRATIVE CODE. , . , . ~ DATE DESCRIPTI~ s L P.S.M. L.S. No. 5682 UTHORIZA nON No. L.B. 6885 NOT VALID 'wi HOUT E SIGNATURE AND THE ORIGINAL FLOR A LICENSED SURVEYOR AND MAPPER. DR"VN A ~~ C ED SUIRVEYING 8c ~"1APPING P. O. BOX 560698 ORLANDO. tL 32856-06 8 PHONE (407) 509-230 tAX (407) 54D-D49 BOUNDARY AND TOPOGRAPHIC EY PREPARED FOR MNH ENTERPRISES; INC, A PORTION OF TRACTS E, AND 1, THE HIGHLANDS SECTION SECTION 33, TO'w'NSHIP 20 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA AD LAND G.P.S. anal Convent/ana Survey Ser JUNE 04, 2002 ADJUST TOPOGRAPHIC ELEVATIONS ADD SEWER AND WATER DATA J. DAVIS K. MITCHELL FEBRUARY 26. 2001 5 6 8 12 9 7 10 11 SCALE: 1" . 30' 1lI8-lI069 F1LE NAME lDlHI069JI6N SHEET I IF 1 13 14 15 K rl ::~ J I H G F E D PROJECT' NAME: C EiJ I~ lwW-.. ~ A,dnn Inc. Engineering I Architecture I Interior< I Ulndocape , 1836 WOODWARD S1REBT. STE, 101 ORLANDO, FLORIDA 32803 ~ PHONE: (407) 895-5400 FAX:(407) 895-5225 .-.. WEB SITE: www.astrue.nctB-MAll..:astruc@cII.rr.com - Creativity As True As Reality ENGINEER OF RECORD: AMR T. GA WAD, P.E. FLORIDA REGISTRATION 1149416 HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA S S/lSm 4 2127m 3 2/19102 2 2~Sm I I/lSm B No. DATE: SHEET NAME: Sth PRELIMINARY APPLICATION 4th PRELIMINARY APPUCATlON 31tl PRE.L1MINARY APPLICATION 2nd PRELIMINARY APPUCATlON PRE.L1MINARY APPLICATION REVISION I SUBMISSIONS EXISTING SITE SURVEY . COPYRIGHT 2001, 'TRUE ~OIN!ERS a ARCHITECTS, INC. DESION!R HEREBVE)lJllI88LVIIlII!lER\eI HIS ~1OtrT ~ 0'IJi!rll: f\lOHTS IN THE IDEAS, OE8tON8, ARMHOEMENTB, PLANS AND ORAWINQ8 ~ HEAEIH SUCH 10EAB, O68IQN8,ARRAHGEUENTS, PLANS AND ORAWING8 WERE CREATED, EVOLVED AND DEVELOPED FOR IAE ON,ANOIN<JOIIIECTIJN'M1l1THE.-ecFEO PROJECT. THESE PLANS ANO ORAWINGS AFtE NOT TO BE REpRIOOllCEO. CHAt<<JEDORCOPIED INNffFOFW OR~W,""T8OEVER A ~~~~T~~:~::'~~GA:ep=E:":'~I~~~~~~~~~D~':~~~~tC.NORARE ARCHTTllcrtJRAL CNR.. INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: 15 SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12,2002 I SCALE: PROJECT No: 01-043.00 I 1" = 40' SHEET No: COOl I 2 K J I H G F E D C B DATE A 1 2 3 4 10 5 6 7 8 9 ~ 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 15' TREES 12 16' TREES 8 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 3D' TREES 1 34' TREES 1 40' TREES w . If) ~ ... ~ o H' _ 17" _ o r -.Jll ow_ oU._ , -ASPHALT - I o 7" _ o .. -.!II o D' _ o II" 1ID: o It'_ or_ 0"_ 0"_ or_ or_ 018'_ . 7"_0 o Ill' -rr -0 11" _ o~. 0.. _ ow_ o .... _ o II' _ o ... 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" !'J " f}/ ~ s, ~ o ;::: 2 o II- .,.. 04' l,'9 . 0..~1IU ::::: U1ID: o 7" TIlE 04"_ ~ .p '\~ \0 ...J (SEE SHEET 1 or 2 FOR SURVEY AND PARENT TRACT DETAIL> BY DESCRIPTION REVISIONS BY P. O. BOX 560698 ORLANDO. FL 32856-06 8 PHONE (407) 509-230 FAX (407) 540-049 DATE BY DESCRIPTION DATE DESCRIPTION AD LAND G.P.S. anal Convent/ana Survey Ser 3 4 5 6 7 8 9' 10 11 12 13 ~- o 15 30 --. 60 \ TREE SURVEY PREPARED FOR MNH ENTERPRISES; INC, A PORTION OF TRACTS E, AND I, THE HIGHLANDS SECTION THREE SECTION 33, TO'WNSHIP 20 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA 11 12 13 14 15 DRAWN J. DIlVIS nELD DATE F'IELD IIJII( SCI\l.E l' . 3D' PROJECT I'll. 108-0069 F'ILE NAME 1I18-l1069.1XiN stEET SHEET e OF' I! K :: "'= J I H G F E D PROJECT NAME: C EiJ - ~ i-~&t~Inc. Engineering / ArchileCtUre / Interiors / Landscape 1836 WOODWARD STREET. STE. 101 ORLANDO, FLORIDA 32803 ~ PHONE: (407) 895-5400 FAX:(407) 895-5215 WEB SITE: www.Kstruc.nctE-MAn.:llSilU<:@ctlrr.com - Creativity As True As Reality ENGINEER OF RECORD: AMR T.GAWAD,P.E. FLORIDA REGISTRATION 149416 HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA ARetm'ECTURAL CNn. INTERIOR LAND5CAPlNG DRAWN BY: CHECKED BY: APPROVED BY: 5th PRELIMINARY APPLICATION 4th PRELIMINARY APPllCATION 3n1 PRELIMINARY APPLICATION 2nd PRELIMINARY APPllCATION PRELIMINARY APPLICATION REVlSrON I SUBMISSIONS TREE SURVEY .CO~IOHT 2001, TRUE ENGINEEfItS & A~HITICTS, It<<:. DlllONER HIIItIIYDPM88LYlltIIIIWI8I-11OOPV1t1OHT MDO'THI!Ft RIQI-fT'S IN ~E IDI!:A8, DE8IQNS, ARRANGEMENTS, PlNlB ~o DRAWlNQS ~ HEREIIl Il.O-lI)EM. DEIIONS, ~ Pl.ANB AND DRAWtNliS WERE CREATED, EVOL~ MiD DEVELOPED FOR USE ON. Nl)INCDHiC'TIClN 'M1t11HE BPECIF1ED PIOJECl. THESE PlANS AND ORAWlNOS ARE NOT TO BE REPRODUCED, CHANOEDORCCFEl)NNiVFORNORMNH!R'MtA'T'9OBtfl A ~~:~c:J~t~~~EFt~~~:'aW~.J.r~~~~=~~~~MCH1!CfSINC.NORME 5 S/IS/(Y2 4 2f2 7 f(Y2 3 2/19102 2 2~5f(Y2 I 1/15102 B No. DATE: SHEET NAME: SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12.2002 I SCALE: PRomer No: 01.043.00 I SHEET No: I" =40' 14 15 C002 K - J - I - H - G - F I- E - D - C - B - A 1 Ii. 1 I I 2 I ~"~., .' .. ",~,~~,,"d,,"""/J:*".;;,,; I 2 ,....# ."",.,....., 3 "t1 11 """,,"''''',. 3 o ,,_.. ,__ "..."".."d.'..... y. "<j(;;- \<~~ .... ~ ~o "9',., N I )I. :Ii.' " >.;c.g 'f,. 0<.'<;1. o . ~ ~ "'. ~ ,,~ . ~, (0.."....' .:~' './ I 4 ~Ul, ,~ ~ .... . ....~m . . Ul, ~._ '1.'-., ~ ~ l.O. <,9 tft Cl\ m ., \....::. I '71. ... If () I ~ ,LJ ) 'x '1'$fc C.) J f, ,::> /j ~ <f 0 r" ru .f::.. % x 4 <%'9 ,"" '1,,/ '.i F) [1 \J/ L:: F;~~ "/, I ~~~.~; "I, ~;.. 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No. DATE: SHEET NAME: 5111 PRELIMINARY APPLICATION 4tl1 PRBUMlNARY APPUCATION 3rd PRELIMINARY APPLICATION 2nd PRElJMlNARY APPUCATION PRELIMINARY APPLICATION REVISION I SUBMISSIONS PROPOSED DEMOLITION AND EROSION PLAN A . COPYRIGHT "1. TRUE ~QIN~ & ARCHITECTS, tHe CE81GNI!R H~!W9PR!B9L.YRI!8!RWI HIS ~ MID cmt!R R1ot-lTS IN n4E IDEAS, DE8IGNS ARRANGEUENTS, Pl.AN8 AND MAW'NQS~tERUI Sl..Ia-lI:lE.t8,~,~. ~8 MO CRAWINQ8 WERE CREATED. EVOLVED AND DEVELOPED FOR uee ~ Nl)IN<XI'fIECT'OlV<<lt1 DEfFEClFWPfnJB:T n-tESE PLANS AND DRAWING8 ARE NaT TO 1& REPROOUCID. 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K ""= ::~ ~ - Engineering I Architecl\ll'C I Intcriol'5 I Landscape IH36 WOODWARD S1ll.EBT, sm, 101 ORLANDO, FLORIDA 32llO3 PHONE: (407) 895-5400 FAX:(407)895.5225 b' ;::::;:~ ;::~::::ty LEGEND mtBll. CXIIlCII NAIl: J D ~"""""" "F','"y,'.' .. ,/.." ,,,... . [TI ~ ElGS1ING CONlJllONS NOT IMa.u1lED IN PROPOSED CONSlRUCllON ASPHAl. T GRASS CONCRETE I ZING: !UD\1SIlIl NAME: IIGHI.AI()S SECllCIl 3 PARCEl. LD. MO.: 3J2O!l515 SET IIACICS: FlUT REAR 511: calNER IfIGHT RESlRICllllNS: BEllW!ED. MAX. HEIGHT ~ MAX. MUlIER or FUGH1S 3 ENTRANCE: IJWlED EN1RANCE Nfl ElGT lHAT MAlOI EXISllNG MEDAN 0PENt<<:. PO REQlJIRDIOOS: LAN! USE IIAX lJIllS ~ ACRE 'IOTAI. AREA_ (~) IIAX USER or ultJs PARKIlG FOR 2 " 3 IlEDROlIl APAR1UENlS 'IOTAI. MUlIER or PARICI4G SPACES U1IJllES: WA1ER: AVMJtfAi - Clll or WN1ER !iPRIlGS !DO: AVMJtfAi - all or ..1ER SP8CS S1tRI SOlER: AVMJtfAi - lXNlECT 10 EXISllNG REDD PlNI Nfl P1P1lG S'I'S1DI RRE llISS MANAC:EIIENT: DISllNG RRE HlIlRAHT II1HN JOO II. or PRlPOIiEJ) III.DING fiE 25ft 7.5 ft 15 ft fPID 25ft 10 It 15 It ~ 3 IIlfDAPNmDTS 21 ~AR1NEN1S 19 2.089 42 43 2 pi!' IIllt 84 2 pi!' IIlIt 82 H PROPOSED APARTMENT DISTRIBUTION: 2 BR. APT. 3 BR. APT. TOTAL 29 13 42 G F E D /7 / / /' // tftcrv ;ff'11 AMIlT.GAWAD,PL kR1RF.GlsTRATION #49416 {/ HIGHLANDS PROJECT NAME.: APARTMENTS c WINTER SPRINGS, FLORIDA B 5 51151fYl 4 2/27/02 3 2J191fYl 2 2Al5/02 I 1/I5IfYl No. DATE: SHEET NAME: 5th PRELIMINARY APPLiCATION 4dt PRELTMINARY APPLICATION 3n1 PRELIMINARY APPLICATION 2nd PRELTMINARY APPLICATION PRELIMINARY APPLiCATION REVISION I SUBMISSIONS PROPOSED GEOMETRIC PLAN A .eoPVRIOHT 2001. lRUE I!NOINHIt8 & AROH~CTS, 'Ne O!:BlONBI HEREBYDPN!III.VRIIIEII\& HIS ~ JH:J 01HER RIGHTS IN THE IDEAS. OI!8ION8. AAlFlAHGEUENTS. PLANS AND DRAWINGlIHCWN HERI!IN SUCH 10!A8, OMIONI ARRANQEUEN'T8, PLANS AHD DRAWlrfQ8 WERE CREATED, EVOL.veO AND DEVELOPED FOR USE ON. AND IN COI'ECT1ON 'MTHltE SPEOFIEO PROJECT THESE PlANSAI'ID DRAWINGS ARE tfOT TO BE REPRODUCED CHANGEDORCOPIEOtNNNFORMORMNitERWHAT8OEVER WITHOUT ~MTO.TAlNINO THE EXP"UI W,,,TTIN F"'UIIUIQNANOCO~""~____.NtCHI1WCTIN: NCJIIllIM THEY TO IE MlIONED TO ANY PARTY WITHOUT FI~T OBTAINING lAID WRIT1'EN PEfWIMIONAfI)CONBENT ARCHTffiCTURAL CIVIL INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: DATE: SEPTEMBER 12,2002 I SCAU!: PROJECT No: 01-043.00 I SHEET No: 1" =20' SMY ATG SMY SMY CSM SMY SMY C004 K J I H G F E w 'p :i}~ ~i} x: >Jl D c B A 1t4!i' , "lA' 1 2 4 5 15 3 6 7 8 9 10 11 12 13 14 ....,.., I . ill ii i. 1111: IQIIII~lnlll 111111 1IIIi 1..mill~llll.111 IIllmill III1IIII III ..lIl1f11 11111.rllllill. II! .'" , , 111,111111 I Iii "II "1'>............ . ::;:;;-;-''''' .. "..' 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'~'''' n........';:>.:m"'~mn~n........L"........~....-".$"*-='mn , mm~m'm~'.:wnm.~m n>>.mr........ ,M", 'nm'~nmXmm:.?' ~~ x.: M,,,,*,, '~"m% >>"...' :x;~:@/ ~ I ',. ?';. I ~'Ny..... '0:: J"::: 'tfr":~'''~T :SOn",/-' , ~;::'~'..;~" p';' ;.or:;::" r- ,~'-." ~ ~ 'n........,;j:w "7'>>'-::''''1;' 'l'N~ ,,>>.:; :%m,~'?'1 JJ ' ,~ ~'~mfn"nX.n': . ~ ! ~ "f / / ~/ ' ,......""";t,, :,., J""""."m(".H,p*7~i',,,,,, " .~.., .', iwl I",.':" J- J; i~~'"lt"': ';' "",, ""r",', 1'1 ,'..- "I' ',,' J';.$<<,~":.;;;~,.;j',~:i;..t<gJt)~',',' ".f ","', f"j' ~ /tXISTlNGS.S.8-P~ / f Jy,"-'" .;, .~..-'", '? ~~'''''''''.-'''{'' ',Li'_-<: """ " -:.,'~ ',' <#of! {I ,'~w:. ~{..,/~, ;<~, ~ ,~-:,.., :,~J~~~~..: .;d>~"":,,,: ,~>,~,:i,./-' "~nwn~~nn ~~~"'nn':/.onn~.~ ?' / ~ / .~ " .x' , ';,';:... '< ~~";' / ' ~ ' , ,..0 ' i , ," K'. " <,.; I" I V )1:"! , 4' 63 ,. 'x "~ ." '" . ''> / SPRINGS SEWER SYSTEM I / ~ ',,' ~ m.:t.. '''..,,t <<1 '" .: 45.27, i ,~ , ','" ". ,:"', ~,...,<"~"".x~ ; 45..73''> , Y 145.78 i' I ':...., ....,::.*, ~"_,, ,.. " , . /; / I I j " 'Wi EXISTING 12-INCH 1 ,'. 3l .9./ "145461' ~ 11 I~...' ," , '" "fS' I " . 1" , ,~ ',,' 1/ x , ,,/ , I .. i .. __ " '/'(1''''' ". /.,'; / / / , ..';" \' ~ 'L..m' m". ~... .; ~!":' ! ....c<~ ! " ", " I"'".", '11'"" {b--.. JVjV /y' ~:';: T L' i ; 'i"~ ~5.57'i ' ; I, ~...,.. ,:.J:' .~~ . :> ,,/ 'BY ,/ ,>/ // ", x WATER MAIN * l' " '" . . . 'I "S .Q.. ,\{"n. ,,' , . "( , , . , fr;"", '0-,./..../"', " __' "I... _ . 1\ W / l. , .:: ,'~;,,:})(. ~~ .: . '" :~~~j ; ~ : -~ 4-J- TE:(TiYP.) .d,~ '45.48 "~145.4'9l: ~, :~1('~ \ ';:. J"/: '; ; ~'/ "', ; ~...., ~/~ : i 4- ~~~~(TYP.) j):' (0"; h" : 1:':'::: ~ ,\: .:- /:' / / / // / "". 16-INCH DIA. ' "Y-Q , ~x , , "if, )C. , ,,, , '" '~."./ ~ .A / ;. ~ '/ /, , h.' ' ' . ,I II" " . " ., ,. , ~ /, .. ' " . 1)(" ',.."....~ ~ , PROPOSED 2-INcH ',rS' '~:7~" x, .; / " ....)( 7' /,; < " '" " /' / )( 'l!'.s1 V / ' , ~ ~_:./'...../'~' ~' IiFnT)'''7IT T:Z . / ," ~J' / / / JACK & BORE CASING . '. ,,' ~ ~t,~ ~ 45.37 ~S WATER SER't1CE UNE ..;>> - - . t/;''i/ i '" '/////~~</ /'~,o'/ "'H ~~ ',,/- q' 'lP:j5.42 45.53 /77/ / V /~~ 1'./ ~Q / '61". / / / ",' ",' '," ~"','~ ~~.. "~~ 4527 + 6 x4 REDUCER 4539 j,/ / / /,.." "1:'([, LA\\:. / ;S/~ r///l. ~ ~6: +'.9 PROP ED 6 INCH ,/ /~<</,<'~('.:'," ~" :,/ / / . ~ . I'. ~ \)l v,~' . ~~~ ' / / / / / / /r/ /// <' JI5.~J I.O~4573 )t - / / ,/, / / ,,/1J . '" /' ., / ~ """ .... ~ "....~~...._......" {'I * 0.5" S ),. " / / / / / / ,/ / / / ',' ........ ~ WATE SERVICE UNE.. _ ~ ""'';:'" / f ";,,-0.,,, ~ . . , ,. /. ' // / .::;~."i~-~~~L ~:~j4 :~~~~" - .~/:. --.-.--- 1~:Ji~~_, ':~~~~I ."~ ';7J" .n~;:/ ,~~'~~<::::'~'9 / // II , 'j ""', ""'n,' ',;. ,! . WATER WffiR " . .>t " / . -0 n . - . . 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'0 " //' "-, ~,./ ,//" ~.(~. ) &: l ~3'> ',...' /// \ \ ".i,\() "., ,.)<'.',,' :"',.~::';>/l Q~ EXISTING S~~A/ANHOLE ."0 -<\~ // (~ '" .':', -:.S./ q~ ~..f/ " ../ \ \ \ X \,./::: . : ' ' . . //..9-~i/ , 1f# / ~<?1.9. TOP EJ.EV: = 43.33' '~~~" / / " , << . " :> ,x/.k \ \ \ ../-::' , " v . ",' //~!~.// #> ~ ItiV:TLEV = 38.83' f ~ I // ....,"l!"~;~~ 75)( ~.55,x;;;:.' "'" ,,\, \/~./'., '" /<ffJ<~/'/'../' "',/ Go.' // U ~,\. )./ ./ . . .~o;~:..~: * / . ~~6}; X ~~...'" ~~ ~~> \ \ '\ \\ ../<<,,, : . : 1i.,<< ..,<1:~t)// ,~/// & .. ': ")/Y</~L F~/~S",c;',,,,,,,, ) ,//'/ .;. ')( ~ +. "" ? ~ ~~d~ ;!Jts---I.J ,.. ~ \ '\ ,.....y .... ? "".... ~ ^,// # /" ~ / -""'6 ~/;. /./ .. >>, ~.""',,. <" ~,/ '\:'-~ \ x"~ ';" \\ ,/':'. ~.", v v'/<"~'// ,///' ,..,/ ~/ ^~I::S 01 / " . " 5?J "t)'>!", . X r <" ~ G' >, ,A , " "" </"."x /' ,.. ~..' . . . , .' ~':0:/"" ", ", ,t,<' ~ ,~t> ,,;'<-, .r' \ \ \ A,/":' " " , " . ' v'/''''!::: ,..;/' ~ ,// // ~ "/ // (40.7) , . . . " 1<" ~... '\145.61~1 X , I, '\ ' ' .....:. ,.,., '''' /' ../ ~o(~' (40. nn.......+.nmnnn ('''7) ~ .;. .~, ~ .;. ~~<<~ ~,,~.....~ '6 .....\ r .~4' .., y w -9 ........ ~,,/ .. ;;I'/' V , / ll.' ,- ~ ./ ~ " , '" , ~"A'/ " 'l )( ~S . \. \.t. j ';" \ /"'.. v '" ,/' ," 'y'./tf; /"// //' ~I' J Ela~lXlN <<,,~".,~ ft'~~ ~ 'r>""~' ":~T~~~/<~:~:::::-~~<)>>/ ,~//~ ~> /./ ..// (8l. ...../~///./ I X I ~". , . . \ ,,x. '. ~ '" //' >/' / / -' / / ~~ I "",,,,, r l l.? . ., ",",,<, .", . ,/~~ ,j...../ -#' /// //,. // (40.20) NORlHERN LIIIT CF SW . .......' , .. .' ~ " , .. :.;;.;,;, .'f / <" / / r' ~ I BOTIOM IlCIllFlCAlICJl ~ J"'96 " "Jr"" 45.96 ,~. \ "\ '. .'~i, . " . . ",' , ...n.:t;~("' ~> " /"" CONTRACTOR TO MOOFY ,1\1&&I'< ,/ <.// ,//.// /40.10 ------_ ......- ~"""',.,"'" I , "'" ~ \, \, \,. <./IIf " .. '. ",x",/7~,,~,*/Y /,,/v' BOTTOM OF SWAlE M!J SHY"" ///"" ,,/' .10) & "",,"" ( 4"'(\ r-.9 \~'\ . ....I42:22l . /<',~";:<;,..;,'/ , x/ IN THE DETAIL (SEE _r coo5) // r r ",//' (:JUS) ~ ,,,....,/' ^ ~~ \. \ . . .d}, Q'~;: ' \ ';;'1'if=.60 U' "x' ,K/''''.. r./ ( ..L~' (:JUO) ..""",,,,,"'''''''' ,," 'jr ,V (.':"i, (~J \, \ \,~\<<,,/,,:,,\~.: "': \""r:~~'>,:~/n''><"~",.. / /. 'I.~ /,/ / \~;/' ,.., lia>i )C. \." ~ ,\ 46 \\ \, ,/' " ~ ~.' ,," ',~ r.;:;-;;;;'J Ill" "".~..",,/ ) """ ,,x ~ ,//\ j~ ~S '; \: <\ ,(\ ,,~\,".,"<':. < .: ~ . " . ., /' ,:"\;<:,/~,,,O ~~ ~ . -PROP~SED 40 pLF. // ,/,/..X- ~-I.O> /~ // \ ' .~... '; I 05 '\ " "" 1! " . .. ",.",.," < ',' J"'/ I' ~ \N "OF 12 P.V.C. // ,/ /') \ l '; " ,\." "~~. ~.". ~ . ,~..","t:' "'.>',<>>, .... '~\-"i\~~ >- \C' ~t?.9 ,,/ ,,/~/' // ( \ ')' " ", '" "'\ ,.." "....lI, ..,' ~ . .' " ,...,...,.'~ ", ,/,;"//,, ~ /. X';> \"" ~~' ~t? \il ,v" ",xv' / ,,/ ) \\ ....l~ "', \.H""'" .,,,.. ", r~,'.. .' ",x." # // ~~61 ,...:',"\ ,} ~ .9.;> ,X';' ,./ , ('l",... ,......." ~""''''' /,'" \"\,., ,>>""" ~ ", "0 i",...,~. ~~ ,/ /f l 0)' 1. / ".....~ ~ ~ ~ ~ ......... ~ Yo ~ "I' ? *' ~~~~~~"" ., ~,~~.~ ~{..-: \. '11'''0 " ,~ ~/....... l " · '9 l ' , . , " . << " . , ,/", "~85 /' ~ ,1!. ,,' ,. \ " '\. \:" / " 45 55 \ '., j,,,-,,'" ",,, ~ .>>.. "....;,/,,,, ~.~, . RETA'lJ'tJI""W' 'A' LL 3980 .... ',,/v' ,/ (\ L!DJ1lDtI LIlT CF SWALE '" " . >>," ~. \ \ """,,, " . , . , ,,-*: ~" , ' ,\ ,,,, 140.64-" ~"'"". ~ ,,/ ,< l BOTTIIlllOOf1CAllON ~ -.;. ? '>, '. ~ ~.4~~? ~I ..~ 'l' "I' ~....."..,../ 'O,P.... ~~ " ,.,.' ......~ ,. \ . ,",',,'. '~\L '; 4 ,..."..\",,'''~~'' .,',',',,' ~. ',..",....~~':':. :,~;>~ ,,/' ' J9.68 ~ 'If 0$1 "'t?-%- /,/ \ / ) v" f " X ~ > //" .~,,:,,"""f ".:, ,>~>'''.)(' "~S OJ ~"""",'"'' SOUTHERN UMIT OF SWALE BOTTOM ,,/ ", X . ~ ,.. ,/ ) ~;:,.'''''''''''... ~t?~> """,,,':K'!1V'''''' ,,,.,,, \~MODIFICATlON (SEE DETAIL ON"..coo51"^/' ,/ )t'; ~t?>.;> ,.,,//'. I I ~--.-/'~I --....../'''-. ~ ,#.. N;.S.~ J- ~n ~ I ,,,,,....",,.... ",'" CITY1I'Q,; WINTER SPRING .. \ I ,/,/x" I //' l?>, I " /' I ---- - - '-1" 2 3 4 5 6 7 8 9 10 11 ilf~" ~"'. a-INCH pve CO. @INV. ELEV 42.50' CONTRACTOR TO COORDINATE SEYr{R CONNECTION WITH BUILDING PLUMBING ,".e 'lil\MIt Y;> "9 x ~(f;p 10 LF OF 8-INCH pve SEWER LATERAL 01.0% MIN. 'If~~o I i ! ~~ / '';>6" "'~"{F'. IJj:-,,"'. '" j( APAImENT IU.DIlG ~ a:::: w a.. ow a::::z a..::i < C \ I <: (45.30 ......- ".- tl:,:L---- -' .->-" ---- ...-:; ~. r ,--...., (41.0) ') 1 ? & ... ~ FFE 47.00 41.80) , \ . ..,. ~ ~~. '..;y/. /~ CEOIEB S'tS1EM ',,- ~ ....,'--...."-,.. ~ (4:1) "'~ , ................. ...~--- ......~_............ (41.67) llOVE 10.5 FT. TO WEST , I; ) ) /) (41 PRIJlOSED IlOOfICAllON CROSS SECTION SW2-SW2 N.T.S. DEVELOPMENT DATA '--......J...... ./'.... BASIN -A- (sa.FT.) (A.C.) 5,488 0.126 19,364 0.445 24,852 0.571 12,000 0.275 36,852 0.846 ./ --....../...... ...J , .Jx- .ic .A ~ ...1OTAL (31.40) J8.4O) BASIN -B- (sa.FT.) (A. C.) 15,349 0.352 18,338 0.421 33,687 0.773 16,255 0.373 49,942 1.147 '--....... ) , (") PlllJISEIl SWALE BOTTIIl ELEVAlICJl tT C CF PRCPOESD DRMWAY (X) (~ DESCRIPTION FUTURE BUILDING & COVERED AREA PROPOSED PAVEMENT/SIDEWALKS TOAL IMPERVIOUS AREA OPEN SPACE/ GRASS AREA TOTAL AREA (SQ.FT.) 20,837 37,702 58,539 28,255 86,794 (A.C.) 0.478 0.866 1.344 0.649 1.993 38.(5) 14.9" 52.5" 67.4" 32.6% 1 00. OX 30.7" 36.7" 67.5" 32.5% 1 00.0" 24.0" 43.4" 67.4" 32.6" 1 00. 0" ~ NEAREST 100 YEAR FLOOD ELEVATIONS: ELEVATION 44.40' ~T LAKE AUDOBON 12 13 I I 14 15 - - - - - - 1 'I - ~~ K~~ SlIIICl J D ~ ~ ~ ~ ITIIT0TIl Illilliilliilii Ell - ~ r,..~~~ Inc. Engineering I Architecture Ilnterio" I Landocape I H G F E 1836WOODWARDSTREET,srn.IOI ORLANDO. FLORIDA 32803 _~ PHONE: (407) 895-5400 FAX:(407) 895-5225 WEB SITE: www.astrue.neIE.MAn..:as~.com Creativity As True As Reality DRAINAGE LEGEND CCMIION NAME ASPHAl.T CRASS COl~ ElGSllNG lXlNIJllONS NOT INa..ullED IN PRCPO!ED CllNSlRUClIllN v ~;0 7tt/l/ fJ ENGINEER OF RECORD: AMRT.GAWAD,P.E. RIDA REGISTRATION #49416 (7 HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA PROIECTNAME: 9 8f29/lJ2 8 8/6102 7 8/5/lJ2 6 7123/fJ2 5 5/15/lJ2 4 2127102 3 2119/lJ2 2 2105/fJ2 I 1/15/lJ2 B No. DATE, SHEET NAME: PER crrv ENGTNEER PER STORMWAmR UTILITY MANAGER PER STORMWAmR UTlLrrYMANAGER PER STORMWAmR UTILITY MANAGER 5th PREUMTNARV APPUCATION 4th PRFLIMINARY APPUCATION 3n:1 PRELlM1NARV APPUCATION 2nd PRFLIMINARY APPUCATION PRELlM1NARVAPPUCATION REVISION I SUBMISSIONS DRAINAGE PLAN . COPYRIGHT 1001. TRUE ENGINEERS a ARCHITECTS. lNe DESIGNER HEREBVEllPIESSlYfE&ER\eiHIS COP\'JiIQtfT N<IC OttER FtIGHT8 IN THE IDEAS, DE8IGNI, ARRANGEMENTS, PLANS AND DRAWINGS -.tOWN IEAElN IUCH IDEAS. 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"" ., 1V ,,<< '. : ~: :.<<,~ ~ " k '~ ."'S I~,' ",~)( .......... '... .,..... / PROPOSED APARTMENT BUILDINGi "'6;... ~67~'" A " .,........ '. '~,:,:,,:,,:.'~.:., * ,.;. 0 "'I.'Jo "'I.' "'I.'", ~~~o ~~O~L" .rir- ''"'''. ~.~ I/,At..~". . << ~ . "; .~ N<~./fft~', ~ L/ )( ~~ )( ~ ...FINISHED FLOIOR ELEV AllON 0 A 5 J ,/_'. < , ' " . ,," ">>' .. " \9 "'~o> <<..,,~~~~'~.<:" ,.... ~""- ""- ''\. ......"':" "'... "'I>:lt'100PijET: .".'" ..... 8""""',. 1: II}" ." .' .,: · o. . ;';';, .. i21'~' . t.. . . Jlflllf'.. ...,.. ';jJ : ~. : , ",........ It...tJ': :.(:,. .: '.(,1' ',' :"j'~l:r ~ . j": ,...:... '...::,..,,{:.~..:t,(: 't". ~: '.' '~:" .:; . :~ . ' : . : : : : . .,... E p ~s.~ ~o SED " ".. '.~ ..~~., " 0 ,-, ". oX ~ ., "''''''''Il" ",'" ..' ,:" ',' .' "",'~ ",' '....... "At':l.'-y:... z.... .', ,.. .' " OM = 4.1.3" ~ ^ , . -:, . .<)( i Xi ." ........ "',s, .... ~... .... "',s · 1 ' ," .' " " , . ~ .. ,,'" tJ 'Cl -- .... '9 ............\ - " " )( ,;{" " ' TO 4550 . . - · "'~ ............. ..... ...... \i. .... ........ -......... '" .....7 ..../ \/'i',; .....'..... I. k"'" , ", = . ' . . . I, " " .', .... ....'" PROPOSED 4-lNgH ....\ii, . ..... .......ii) I" \ ........ '. '" ..,,, " ," ~, '''<<, INV. ELEV = 3 .31' << . .t... "<< ".,,' UlA.mR t'it'ft\4";!i" fINE .. . i>;'. . ...... .'\;.."" '\L .i .. .,.. ..' '" , . << . "'<' '. ". ~" '\ .... Dn!t;. ~"!I\ri.' 1;;1 ~ ..i 1ft.) ,,<c \ii " j,...' '" . '.:.::," " 1,,-/... $. 1\ x" " " , -. ~.. ',...." ",,~ " f>.; 'i ""';!15' "i. }~ii.LiJ/,t : i.r ".ii. ............i './ ., ',........./. ~..... r41ii. · 'ii' , /_ r,' , U" " . . b.. " " ... ", -C< ../i< ~ '".~~. ...........<)( " ~, '~ ?< 'i' ",,: y << " ~ ~ " . (. -",. " .. .. / ,. '" ....... .~? ~. -ill . ....... . .i>i t~. ........< > · >/> ',.", ....... ".n, u ' "'ZL < "')( ". 1<<> .... ..... <il>., "J< 1,.<>/ ." " ' '" . w , NORTH"E L1l11T OF SWALE BOTTOM \ *~~ ,.j, .,,' /1' .'. . ~6"c ...... ....n/,:, il -+,~.:;:':> : <>;' .I-l~>; s"<>, ' ,!U, ':,iX ..... .iii "'i", ';";'.tr .......i ";', xdl<> d t < ' ,,',,",,". ." ,~.;l "'I.' ~ I'll '''lit''' I, '. ~ " - ~~A" v<.< ..) '/'..,. ">" ... " ,. /" .......,.............<.. "'..t< ..... i7;"" , '. > "'q'" ~/ NODIFI TION (SE DETAIL ON CO~ t~: it...,."..' :-:-, : . ~.:+...~ .; . .......:~ "' SEE DETA{ (1 \ P'...'h.,.~,.lJr ~ 6:x2: TEE (~'):". . ." :'-' 0 .0 .':'. 0 ..:.' '-~"-../ ~...-.'V J'--" ~~R ~~gt ~~ . ". .".. ~ .' ":.1>"" 'r\" , . . . " ., Y, " " , ", ,-.. .. -....I'~ \/ ~.' .,"'. '<'" j, ,. , '. ~, . ,'<< ,-ll.; "T ..... ..:tJ ," ,1 ..... ~rf45.ill:l ;/ ~ f, ."". " . " <<...,. * .~:-w, '.. · v "'.,1. i.. .,' ..... "....... ,JP ,~,. ,,/,;,<;.V:, 1\. N (A:lLB~~~" , " , . , . " .. XISTlNG S.S. 8- P ~ ~- ,;A :~. :'It '::' ," ... .,.... , "<>J (X~ ., .......... ~:'.- ~',~' '~'.. I'. .; 'IK" << "''J~: ~ , " "~,~_" _____:,...,)" ,'" ,"" : .',";:; '. u ,,' .i '" ')(",' '" ' ,,~, ,'^. ..', ," ,<, '". J J'CCJIlCMJ[_h;, , ",:." ,," .' . ,', '," ","~,,,',' <f'f,,~'!;"~t"dIaEn:_^/'",," '. "', " . ^ ;: f'''','' ........ ....'!~)., '" ~. .' ","','''' '^, , '>: "f.'f./., '".,"".....,.,. .'../" '"." TO CITY OF WIN ' ,'~ :~v:; . . ~" *" " ~,' " " S~<i,'/~'" 'J. ' """";', J, ';, ,"tf1i I:: (,: ; '," :... ;~&l: "\ ~ ~I'" "~i"[781 \~ ' ~~ / \ H45.63t,"" , ';'JI~ . '~J . . . ' " ,:: SPRINGS SEVf:R YSTEM .", . ". . 1""""'I45.2h,*"", /' . ''>C'" ~~ : . < "'>C . ~ //11 -I. '" r7J~ I" I xl '+."_ ... ".~ r'" ~" " 1",\;'1 ".9... )(J.;J" 145.46 ~ L l~ T "'.or ~ "','",,' '~. ,:;" . ~, ' " ' ,," .1 ~'/!If k.. ,b.' V/ ~ if ~ 1'1. ,,-~ . " "'~Y.L;, 71-.'" :# '" w ; ,..:.' "'~' * "',s '-~~ \I":'~ '\ "-1S] ~ ,J,,:, ,,',' ^ tl'.;" '.~ . ,,".<< ," "', "~ Q ~ t% ._ ~"~(:j( 0 ., l"c" - . l:.'7.~/;~ ' ,~, ,;, . \. '. * ""'~ ~ '\ V ~ ' .'1; ,,' '9.,. ,,,,,,,,' ~_ V / 4 NDERDRAI lYP. 9 ." '/ .,,' h , ' ^ '.., , ~ ^ ~ ~~ . ~ . ~~~ 4-* - lIE ( YP.) ... X 1 ~ ~~:' ',~, 'v'~" :" /..', ,,', ~ ~ )( "'..; V / ~ &'- './-./ '*". -:, , i-~v ~. " . . ' '" . ' ., ' . ')(' /"H'eA " PROPO ED 2-INCt "'''''.? "'~ / .." )( X '11'", ~.. ~ / 9 ." ~ P 4 7 1/ ~<< " ", "'0 <<<< " ~ ~ 'lI'~ ~'" 4527 + 4539 r'6'~ PROP SED 6 INCH/. ~ ," '" " . . " " ~ ",t ::,:\~~ ---~"'~ . * ' 0.5% Sr~y.Mfbt.'/ //7/// //A77.u Y~45.641 ~ WAlEf SERV1CE LINE - "'~.../v, . . ' ,,",," ~' : :,," y'." ,,'. ~lS~~: ,1t~~' 45.43 "''lI'~ """'" - 'P's,.9,'6' mmmmn / 45.35 '-"~~ - - '-" ~ ~...., 45,;; ~. / .~/~< > > >:I"~ : ';' :'~<"''':~'''~ ./ -l1f3/4- "-19 ~~+ ~ "It-",!6'_~ ~ [+ "'~ / / "'U!O .".'. ~., . . ,< , , l ~,,/ ','" WATER MElIR .~"- I .>14' - 1', / : , ' ,'" " F::'" w CIok' ~09 )( ~., " , . " )( / ~ 7 " ~.... 1t :~(- <-' L4~' * ." " ~ >> ~. . 'U , , " , <<..., '" ~. . ,_ " , " " ~ '" , " . '. ,. ',,:. '-e1S"~ ,:.' y~ " , " ". ""'<< ~: . , ~l ~ . ' " , " . ' . ' ^ ~ ' '." **/:17 ~... " . ~ "'''1 I <<.... ,,,' .-W~_~:-~:"'" ~ =&. '~ 4582 ',' ",,',," "" , ',. ~. . , .,..... \;I..,., , '., ' 9 '" ...... ~ .r. ~ 45.50 ,,' ~ ' ., " , / . ' << ' , " . ,. ,'" . .~., ':: TOBEREMOVEO-n --::: "~ ~~-r1fS~~..\ ^ ~30 , /.' ',,~" !'(?,yI ; ',?MulibING, ," A '\ '" . <<~~65 I x (1i!C'~\ ',-~ , , , , " << ' , ., ''> , v .~ _ ,','." " " ~ ,< ~ {f[ ~ '" ,r..', ,;7Y - ~ ~'" . ' . . ",,17 - .J. " , <<. " " . " , " , , * ~.... , ". ", $' '1.'..... <h ", 1'P!~ ~r:~" '" ---r- 3~~ x<< . ~ "'/,$.' ,<< . . /' .'," ~,' '" ' ' '<1 . .)~Lli~~ J "'_ ..,). '.. -",- 4515 ~ ,:\~~",..' ,," , .' ;, ,'~;-, '. ~:~50 TI: ~,; j .., x g" )( ~~ \ :. : -~ * " 45.65 .."', <~~' . 'n "'~,Q _ ' :,. : :--' ~: '" ;t.--. .0>' . '?s1.u C/'l .... 0 " "", ~ "'~:....: I "" ",.35 . . , ' 4! ' '.? -~~ " ' ... ..... " << '>..., ... 1-.,,( ? 1 .',/ , , u ....)(>",,~>,"...~., :~,' ~~. ~ . ~~\-"*~' ~2 "'," ~ ~ "':'.:" . '.. 'I" ., . " _ . " " . . . ~..... ~'- Cl ~ ",.' '\ ::E 6:..?,s " ~ " " ,,' , . ....:":.:. ';~ ',/ 45 )( I 45.50 "'~o" 11: >'" ') 45.65 ~)( ~ : 45.00 "'", . ~ - '. . :.. :. ' , ,(t _ ~-() "'1.'",oS' ' ';.'. "" ' vl "',s~ f?\, ,~ ,/ ,1),,,, ," .6~"" ~l,,_ . .:~ I fi ... . ." :\.. ~ 0 . ,. ~ · ~~'>~",b,. ? "'~o ~\ :~ w-:~'" '. ~~ ~I~' ~:::~#..;~~ ~ / ../>:>:.'o:":'~"," O~"90& "'~,s I . , '<5"", "''''''''9 *:,:,," 145.14L '/"..?'/ " ' , . , " "'a ~ (<, \ )( "'I.'~ : : ~ ~ ~ "'c.'? EX;; .S. 8. '<,') , .', ";,3' #' "'o...~ '.,', ." - l ~ r:i'\ -(I PV /,. .,' "~" ..9~ S"'~ NTrWfF# .. \ :~' I ~M. ) : " I .~~~. 0......... 45.41,/ . " '"7 .' $",V ~9 ~ ,,' ~I 45,30 "'~ ~-",-, 0-1 . ,OJ j~~ BR I ~~ ~./ '< -::"'~ /''' 422 (<-}:.A" '" .. , 'ti9" =TYPE;;om~~T . ','.:.,' "<_:;~ "",,..'...",. ~>.~ '. '~,s ",,sy,,, ~~ )( X/'/' ,," ' "'..... ,,' EXISTING S.S. PVC TO INV.~V~,95;,45' "'.,~ 5 82 . ' . . , , -09 .?)( ~-' y "" ': "'qe ./' '. . 45.76 "" " ...., - . "" ,~ 'l' 81. " ,;: ,:.:s~~~"j ~1' I )/( "'~ " : " ' " . ~./I ./ 45.24 "'", " ..' ,'.,' \ .~~ "- EXISTING S. NHOLE "'.t.,s0~~ --) . . :~~ ,/' ~ ~> ~ ...", /' .0 )( " ' :. : :- :. ..c,~:~: \1 \ "'q;: h \ TOP E . = 43.33' '" ~~~'~) . . * . . ~ ~> ...... . " , . ;':;,.. .p \ i] \ I V = 38.83' ) ,. ' . . . , . ~ ", v ~' " ~/ '~~Q I ~ ./ "''1~~~: .75 )( "'", )( 45.:5.~ ." /'" .".' '^..,;:' ',' , - '< > PP'./ /),\ \" 'J, j? ':\S~ )' . "'.~~ V '9" r:-- ~~-- O' ~ "1~;}>' , " . .: : : > . .' '~::-... ='"" ..:.., ~..... . c cf..# S f . . : w : .. ~ ~ . . ~ , 1 )( ." 9--11' -......:.:: .,'~.@ . . . . :' :.'" ~. "." ' ~ " ."1&"\ (ji ,J ...' <:::~~o' ~~;~(., ~~~\ ":' <4 .4a '. :':-:::>:::.:::>~>:~ /" ~~> /' ::~JJj ~ .96 r~~I . ". ~\ l'::~',": /. ~~:ALE~SH J€ ~ '- -- ( 'l\ \ '" ,-S ...- ~ ' . l \ ...f4fi2l ~ ~'" ~ ., IN lHE DETAIL (SEE c005) - <.J . ~~, J. -- M1 ~:- ~-r~,70 -;...."R~ ~ ~<o.. ,/ I -A.'!" :~,. CD 46, 5 ~' " ",:' .::' .: . ~40.'92'~~;' 40.:' q,s", ) __ -- I \ ~." " .." ,,'" ~ if./ PROPOSED 40 LF. " ~ 05 . r;;--.. ~ ~ \ :>~~,~:"::':"",' .,"::.~" ~ vRft "'(~~ '\ ~ "'q.9U' . ' . . . . ~ I r<5:55h \ . , ..,':- 0...' ,'.' '1~:i,.....-' RET wAll J9.611 ' ~ " ' . . .' ,," . ~ I\~ \ M, ".. ~ ." .' .. . .,~> ,:' :_ ~ ". (9 ~ '" ~ E CROSS SECTION DETIAL E-E) J . . .< "'4'>9 / "J"" b.. . *' ., .... " . . . " . ;,,' ~~. '. <>", ' ".. " '~' f--- '(I$ ~ .", ~:\ '> --... . .-/ ~ , << . . ~ . ',. '" -i ': iA ";:"." ~..,--- 1I:...it I' w . . " " , . ,', -u;:. r 00() ~ ' < " . : " : . IT .~~ "'0 ,- ( 39.05 (S' .-I 11: .. ,,' ;'. .1\ ' , ''If.~;,y,s ~.. )( ;:19 ~_ SOUTHERN UMIT OF SWALE BOTTOM ....,/',J' q>", ,r:: '; , "'q~> ~,.,.,..::~:::1 \ MODIFICATION (SEE DETAIL ON 7J "4'> "'0.>", "'0 OTY"'Qb..WlNTER SPRING \ .J'o. ~_ J" ~ )( -"'> EXlSTlN(r INLET \ J' - ~ GRATE ELEV. = 39.88" "'q"'<5" INV. ELEV. 38.18' "'0 I I ~ " ,,'., "tl; "4: ., , iVS '\fJ' " \t':o.t ' 'ITa .'~s' 8-INCH PVC CO. ClNV. ELEV 42.50' CONTRACTOR TO COORDINATE SEWER CONNECTION WITH BUILDING PLUMBING !lr " t'. . r7,"",:..m'~r'"'''' M:<< ,~_.~. ~.,~~.~~:=:=z=-~:~::-- , 'M.~ " ~, "' ..,~ ~,. ')(; ".r ' ,~g ;,-- n#n '", "..,....'N., <n ,,,/.,~"""~' ' 10 LF OF 8-INCH PVC SEWER LATERAL 01.0" MIN. ~. .. "'~~o )If; >' . ~o ' :9 "'I.'cs: 19 I H "'~J'-2 } "'~~~ "'~"'o G EXISTING 12-INCH WATER MAIN "'1.'9,s 16-INCH DIA. JACK & BORE CASING F CONTRACTOR TO COORDINAlI \\rT TAP WITH CllY OF WINTER SPRINGS PUBLIC UTILITIES 6-INCH \\rT TAP WITH TAPPING SLEEVE & VALVE (SEE \\rT TAP DETAIL ON SHEET C010) "1.'<5".,. '" "'I.'> "''''> "'",.. ':t ......SO CONTRACTOR TO FIELD VERIFY EXISTING CITY'S WATER NAIN E D D"'''' 2.x6. TEE ;;: r-r 3' L7:t.~ L...-(1) 6- H RPZ BACKFLOW PREVENTOR (' ~,~ ~ ~'I'" 'fS..rJ ~ (-<..., ""'~" '. 'S%" ". ............ I ~"W~;m0~", ~ LJ'x6'x2' PVC BOX ( 1lETAl. (3) ~ f ".5 ( ( ( ( ( ~ I (1) 2-IN IRRIGATION METER ....(1) CH RPZ BACKFLOW PREVENTOR SHEET L002 FOR IRRIGATION PLAN) - A.c. ~DENSlNG ~IT (TW.) -~ C L. .... ,;" ~ ;,.' . .01. . < .... ~,,~~~.. ~....,~ .~' '1Al': _.C....~\~, -': ''', ." ~._ WAlER MElER AND VALVE BOX :!x6'x2'- DETAIL (2) N.T.S '--",--,^--,,~ i... _~ L. )( ~ ,......... B "'1.'0> ..:. ' '.;.. <- ....: I/~.('" ..; ...;'- ..: ' ," -.: ;:._. V', .:'......,. 3/4" WATER METER ~.. . "., " ........<<". (lYP)PER APARTMENT _ ;::::;- , ...;~' - J. ....<...= ....; , ",,...~'" . ........ ,.' . . ," .- '~'''_', ,.a;,'..._, ," h ..~. ~..... !\...... .... .-..... ~. ..: 3/4" GAlE VALVE ::::l...... .' ,.:,' > ..~,':-', ~ .:, -1-' .f\' . , " (TW)_ ,"., <. ." ",,," " '; ,.,. ,'.;. .: ~ ~....>, *.;:: ~."" ~. .:"';~ . 2"X 3/4" lEE (lYP) J~ 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. DETAIL (1) N.T.S Lf 2", 3/'. CROSS (lYP) ." "'0 ~ n ..9, ....,s ~ 2-INCH P.E. WAlER SERVICE UNE 6-~CH DR 4-INCH WATER SERVICE UNE A" C9~J ~1RACTIR TO COORIJNA lE WA 1ER ~tECllON W1lH BULDING PLUMBING - I I I I I I I I I I I I 1 6 7 8 9 12 15 13 14 10 11 2 3 4 5 "'~U! - \5' < 1 ~) ~ - - - - - - - - - ElJ r...~~~ Inc. Engineering / Architecture I Interiors / LandIcape WATER SEWER LEGEND D E""/";",. < ,. .~. " :~~:.):~~; :~~ ~ b2.:Lj . AltCHlTEC'T'URAL CIVn. 'INTER TOlt LANDSCAPING DltAWN BY: CHECKED BY: A1'PltOVED BY: 1836 WOODWARD SlREET, sm. 101 ORLANDO, FLORIDA 32llO3 PHONE: (407) 895-5400 FAX;(>407) 895-5225 WEB SITE: www.aslJUe.netE-MAn.:IIStJUC@ctlrr.com Creativity As True As Reality SWIlll. IXllIION NAME K J I H G F E D PROJECT NAME: AlPHALT GRASS CONCAElE EllISTWO CCNlITlONS NOT INCWlED IN PROPOSED alNSlRIJClIlIl v HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA PER CITY ENGINEER PER STOltMWATER UTILITY MANAGER PER STORMW A TER UTR.ITY MANAGER PER STORMWATElt UTILITY MANAGER 5lh PRE1JMJNARY APPUCATlON 4th PRELTMlNARY APPUCA TION 31dPRE1JMJNARY APPUCATlON 2nd PREl.TMlNARY APPUCA TION PRE1JMJNARY APPUCATLON REVTSrON / SUBMTSSTONS WATER AND SEWER PLAN OCOP'ntIOIfT 21101, TRUE EHOIMEEM 6 AfltCHITECTS, INO OIIIONEIIt HENiIVEllPMIILYNBIfM!iII HlSCCP'YAIOtff N<<J0'T1-tM RICHTlIN T1-lE IDEAS. DElIIOHS, ARRANCEMENTS, PlANS AND DRAWlNC. 8HC:MIN I-EREIH 8I.Dt ~ DE8IGlNS, JfUWIQENENT8, PLANS N<<) DRAWINGS WERE CREATED, EVOl.\/B) RiD DEVELOPED FOR USE 00. NC)lNaJNt.EClION WI1l-I THESPECIFED PROJECT THEBE PLANS AND DRAWINGS ARE NOT TO lIE RE.PRODUCED, CHMOED OR COPED IN NlrFOfW OR I\iINIIIlER 'MtAl8OE\ER A =%':R:..OQ~:ci'~~G~Ep=~~~~~~~~~==~~~NDnECT9INlNCftME C 9 8129/02 ~ ~/M12 7 815m 6 712WY2 5 5115/02 4 212 7 trY2 3 2/19/02 2 2K15trY2 1 1115102 No. DATE: B SHEET NAME; SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12.2002 SCALE: PROJECfNo: 01-043.00 1" = 20' SHEET No: C006 1 2 3 4 5 I I I I ~ " "' "'.....r ~ . ,ro. r " "' .' r r .' K -~ -- ----.::.:::-- --....... '~.::::......' ~ ~:: -.... ~r,... --- \. " "'""- " .......... f- \ ,.~~ rr r- ...... --.. "- ~ ~~ ;~f- ~ J T)pe "''''''' Silt Fence 2-1/2- 1.33 Lbsfft. Min.l I f- Post (Options: 2 x 4- Or Min. Dia. Wood; Steel \ i . Optional Post Positions ~ ~ Principle Post Position -=! Y (Canted 20. Toward Flow) 8' I 1:: ~ ;)~ -Filter Fabric /1' ~w - -~-..,. -- " I , .1 Filter Fabric (In Conformance With Sec. 985 FOOT Spec.) 6' Max. Q) ~ ~ . lXJ r-- :; !.. ~ I ~ ;: r~' U--- -'-- ~ . I ~ c: :z ~ . N - , ~ ~ .-----.U- f- ELEVATION SECTION TYPE III SILT FENCE H i _~~. . - ~ '"',' . I ~ ~~ r NOTE: SPACING FOR TYPE "''''''' FENCE TO BE IN ACCORDANCE WllH CHART "', SHEET 1 OF 3 AND DITCH INSTALLAllONS AT DRAINAGE SlRUClURES SHEET 2 OF 3. -:1......-.1.: ,~ , lit. ~ SILT FLOW ." - .............-- ,-- -- . . ~ \ I ---~- f- - ,: - - ~- ...., "'" . - "", - /"'I, "'.,.. "- , ')/"l ,..r "'" G TYPE "''''''' SILT FENCE PROTECllON AROUND DITCH BOTTOM INLETS. TYPE NNN SILT FENCE DO NOT DEPLOY IN A MANNER lHA T SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SlL T FENCES ARE TO BE USED AT UPLAND LOCAllONS AND lURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. f- C) SILT FENCE APPLICATIONS N.T.S. F - ~ Woven Filter Fabric In Absence Of (Established Grass (Approx. 12' x 12'). r:- I Secure Edges By Entrenching And Extend Under Bags and Bales. Fabric A Shall Meet The Requirements Of ~ Section 985 Of The Standard Specifications. _ ~ _ _ " " _ l" "1 _ -1" " _ . . . . J I . " I " "I a a (a a I a a ~I a a 1 a a 1 a a I ,- ./ I ~ J 'l Loose Soil Placed By CL: I "'--- Shovel And Lightly Compacted Along The Upstream Edge Of Bales. Sand Bags -~ 5' Min. --..... 1 1 I la alala "a E ~l "-- Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Of Bales. TYPE II PLAN TYPE I PLAN - Ran -........ ,,~ 11--+.... ~~ '::wI ~ -~ - . ~ ~1""I1..~I\"" '" " 1/'1111111 II \I"" t , , I." · ',[" ' k 5' T)p. ') l' Min. Recommended Post ...A- :1\ .~ n. .____i 111~5t~~~~ 5' mm..n~D~ ) Typ. l' Min. Recommended 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 TYF~VATION TYFE II El.EvATION Application and Spacing: The use of Types I & II bole barriers should be limited to the conditions outlined in Chart I, Sheet 1 of 3, Index No. 102 - CJ BARRIER NJ.S. FOR UNPAVED DITCHES (45.61) '!: C I / / - ," ,,> ., ,..... .. ........, .... .. '.-.<7 A. (42.22) ~ I I; ..., ".,." :>'.::~~ ~41.70 . ',: ':~/: 7 0." "~""""'" ').,' :-. .:-:.'::.:.:,",. ',':: :-:" ,.~,. ~,& ~R ",,,,Yl'V>- ,..,. "j' )i.'..,~..,.. . '/ l):Y)o" . .... ,...." .... "" ~ () " ,'..~,@,.. ' . , ' , , AY / /,V' / 40.9~ (~'.~,..::..:~m~/, '/ "::: '"." .:'" :-.. 2" TYPE S I ASPHALllC CONC. COMPAClED _ " . ...q>~~.::.~.::',:,:.: ~12- p'?c.v. :40 LF.~ .,""" ':-.. TQ}5" OF MARSHALL DESIGN DENSITY. ,';~,' '.. ','7 '".:. ',...". .":~.":".>J ,^,,;A: ~L'(/A/ ....\:.:.:,:~') ". .;- '};Y~'i)'ny '/},Y'/}Y&,.I>>'/ v ). / 8- UMEROCK BASE (LBR 100) ~ :% :% ~ ~/. ~ v ~ COMPAClED TO 98" MAXIMUM _ Y>c ~ OBTAINABLE DRY DENSITY PER ?h :% :%'<(39.40) ~.~ ROPOSED BOTTOM AASHTO T-180. y~ ;" '/,~/)/)~ OF SWAlE ELEVATION 12" COMPACTED SUB-GRADE COMPACTED TO 98" MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T-180, (MINIMUM LBR-35). I~ JOOO P.5.I. CONCRElE Wjl=l1D MESH- B (~.~) - A f1O\ SECTION C-C PROPOSED DRIVEWAY ~ N.T.S. I I I I 1 2 4 5 3 6 8 9 7 I I WAlK WIDTH VARIES (SEE PLAN) 10 I WAlK WIDTH VARIES (SEE PLAN) I 4" CONCRffi --, r2- a..R. SLOPE PER PLAN - I t 4" CONCRffi --, r 2- CLR. ./ 14 REBAR(CONTINUOUS) SlOPE PER PLAN - I t / .:~ .~;'~';{',:,:;t:~' ;~.,~..~', .:.:~, ~~:.j::.~.;.~ '... ASPH PVt.n .~ ~~~ - ~~r:':'-~h/~//;/.~ UN/ .^)"/)>,;,))."^....'9....."A...."" ",~ 0:: ~ ~ : '; ': ~/: wffi L 6" COMPAClED BASE - '>'"'-7>" .>.. v \.v; 951 AASHTO T-180 6- ">'6:' /v A :L~.L-.-,,- ~,.: ,..~"~ '~', 1.,. ~. ,: ~':. ,,' ;~} ... ~': ,~':e ',~ "',:: ~.~ >'''~' ',; :;:. .~~ ;:.~'" ,j~;: .... :': : .;; : ~W~~@/~~% '/ v/~ './}.y~ ~ ~'\.n..." ~h >})~ L 6- COMPAClED BASE 951 AASHTO T-180 THICKENED EDGE RAISED CONCRl TE WALK NOTE: 4" THICK SlDEWAU< W/UGHT BROOM FINISH &: TROWElfD EDGE. WAlK WIDTH VARIES (SEE PLAN) r~AWCUT / DEPTH = d" /4 d-I ,:).<:~~~~.~~:< ,~~<: '0<. ....." ,f<. '. 'f,..' ...;~.....:. : ....:..... '....:.,: *4- CON~~. r- 14 REBAR(CONTINUOUS) r2 CLR. / .~ SLOPE PER PLAN - ASPH. PW'T. ~;~~.~;;%~;~.:.~;..;~:- ~}L.&L>'Y/"" ",,~ ..'~ -- 68 COMPACTED BASE .)>-;.... ,~........ 951 AASHTO T -180 6" 6" ~L..y L'.l:Z.L.~_L.'}Z.I. CONTRACTION JOINT 1" WAlERPROCJ' ELASTIC CAULK / i /2" ELASTIMETRIC EXPANSION JT. MATERIAl.. .CONCRETE TO BE S- THICK IN FRONT OF DUMPSTER THICKENED EDGE FLUSH CONCRETE WALK . 'E' ~,;'; . " '.;'1 - i:;~ ~ . }~'i ~:. ... :.: ': .'..t: I ~<'~.~, ~. - -1/2" EXPANSION JOINT A:.X~ ~~:. 77 :;~:> CONTRACTIN.I JT. ,0.~>~<<>::;~4::...'~',:<T:<":)'" \on h>~~':' .X::.~.~~.--0:_~ ,.~7<~~/ Y / ~TRACTI~ JT. A,;'Y(;/J15.':j([,::~ EXPANSION JOINT NOlE: ALL CONCRElE SIDEWALKS SHALl HAVE A FULl1!2" EXPANSI~ JOINT AT A MAXIMUM DISTANCE OF 40 UNEAR FEET AND A SAW CUT OR FORMED DUMMY C<J4TRACTION JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED B UNEAR FEET. A"'''''~'''''''':; ~X' '."'; ;~'%:;'~"":"7'~":" . ot . . ". .,' ',..', :',' "':' .. y -.. . . . :\.>~~.::' :~~. :"~::'.:~'. ;~~:"~.~>:/.'/~:"t',':~',i'."~"'~ /J: <.jK.: :;..: .:/:,':::Z;i.t;.:~ ~:.JlJ',':~'~' :~"\V7:: ',i' ' , "'. :. ;, -. . , '".: ," '." '. , . ".f:': ",. .' . '01. .' "." . .' .. . . A' :.;:{:' ,~ ,'. 'Yf"; ~ "'0"'" .;""'V'.. '. ..f' . '," 'OJ'.' .., " '.,.'. .' ".'# ",;.t. ,.,;.>.:.:> d::.:f1':/~ ::/,'.:.: ;,~.~:~ . L:. ' L' ' ., Z'" -~,. ;Y:" ". .' , . -. ..... ." ~ . .. ..:.... :.. :t, ,"::. . .....: .t..: -.~~' . ," .:;.".~. .,.' ~,'-,'i' ~:~~.': ~ ,'., r~v AY AY . / ~f!Y / ~ CONTRACTION JT. CONTRACTION JT. EXPANSION JOINT f2\ SIDEWALK DETAIL V (AS PER 1992 FOOT INDEX 232) N.T.S. BLDG. /4- CORRIDOR WALL / ~ 4' SOD/LANDSCAPING 5' / I 6' 18' CORRIDOR SIDEWALK PARKING VARIES SOO /LANDSCAPING 6" 18' PARKING 12' DRIVE 12' DRIVE ,.~".." '< ',..' .",' .. YJ.>.>:: ~ ^YAY. ~~. " ,'.,. i '~~<<;~1~~~" f"i':;"~ ~T'tp - - - - - ~ ~),~ <<.0" ,','..., /~/,1 . yo , ' . . " /////.?7,& 'V/~'/' :Y.i /~/ >,~~'fS":':":7,Z< "J\..'~~~ ..,. ",":',' ^Y/'>Y/):jY/H//-'V'/N/ ~ A~ ~"',' ", "^''<:(~~~~ ~ ~~ ~ ',",/l '\ "-< ;\ 'V' 6: 1 MA.. ~ I y",,(</~ o 5~ ~~ ..--t ,. ~"'\'\.'\..,, ~f/////.... ~~.z~~<<,P" --r7 ',I' ',I' / / /" ,V"}...,...,7) ".. ;::.;:'Y\.\Y).... ~ '/// ~,.,' ""v '// <A '''""'''__ .~~'\.~ ~~" 0-'< ',.,., ...,~. ... . :.:..:l ~~'\."',...~ v ,"'.' ').)"/>y/....y'x"'..-'~ -'- _ _ _ _ __ ... ASPHALT - - - - - BASE SUB-BASE ~ SECTION A-A C004 N.T.S. PRESTO PROOUCTS' FOUR-IN(}l GW2DV PERFORA lED GEOYEB. PERFORATION HOLES NOT TO EXCEED .4 INCHES IN DIAMElER WITH A MINIMUM OPEN AREA OF 151 ~ APPLY SOD Wl1HWT GEOWEB Q:: SYSTEM (WIDTH VARIES) APPLY SOO ON TOP OF GEOWEB SYSlEM PROPOSED SIDE Sl..0PE I (VARIES) PARKING LOT (VARIES) EXISTING MOOIAED SWAlE S1DEWAU< (45.17 ( ~.82)- ~~'\.."}; ~), ~~~~ ~ (41.05. ... (41.~lJ~ ~ ~ ~ "~40.02f~~ ~~/Y/k"/},i ~ ~ ~)AoJ .., ~/ /.4"/.4":>>:/ / ;0. ..... 'Y'." '9-." \ ~), HOPE ATRA STAKES INSTA~J I i$rP -"~~ THROUGHWT SYTSlEM:c 0 ~"". '" J ......... Q:: @ SECTION D-D ~ N.T.S. I I I I 6 8 10 19 7 11 12 I ~~~ \\>i> .. ........ .. \.- fA'. 2" rtPE 5-1 A5PHAl~C CONe. COMPACTED ~ TO 95" OF MARSHALL DESIGN DENSITY. @ I @ 8" UMEROCK BASE (LBR 100) COMPACTED TO 98" MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T-180. 12" CO~PACTED SUB-GRADE COMPACTED TO 98" ~AXIMUM OBTAINABLE DRY DENSITY PER AASHTO T-180, (MINIMUM LBR-35). NOTE: 1. STABILlZAllON UNDER PROPOSED CURBING SHALL BE TO A MINIMUM OF LBR OF 40. o ON-SITE PAVEMENT SECTION N.T.S. JOINT SEALER l r 1/8- R .#. .....~. ...~'.:'~: <~".'.:;:':",...~.:~:.::;..~., ~~'..." . "4 II. ''4. .. ";~'.'~.~)i;~:;-~'.:r~-.':~:\~:'{':~~,')::::;,(:'G:- lRANSVERSE CONST. J JOINT -SMOOlH DO\\rL BAR 3/4-0 14" LONG 012- elR. 13 14 15 I I 3'-4" ~I 2.25- 2.25- J' -4" 0.8" , I 5.75- I I I = GRAP , 2" Cl. J ~ _ 2"CLl I rj ,.:- ~ -r / ' -- 14 BARS AT / 12- ClRS.---1 , 5.75" , I I - " I ';r) .~ :> ~ I .. 2'-0" 8" 8" . I , 8" ~ PLAN SECTION (4\ TYPE "D" INLET V (AS PER 1992 FOOT INDEX 232) N.T.S. ANCHOR BALES WllH 2 - t x 2" x 4' STAKES PER BALE. DITCH [Ill DITCH --- DITCH BOTTOM INLET OP RISER ': ~?io,:.:~;:'~>'~'/':;;;t~,;ti;~:~t::~{ . ;:~:,S,.'1t-..~., . >.' ~">~" g:~ J;O?::~;:~;"; ~G \ LONGITUDAL CONST. \..- JOINT-SMOOlH DO\\rL BAR 1/2"0 24- LONG 012- ClR. E9 TYPICAL CONCRETE CONSTRUCTION JOINT N.T.S. EXlSllNG SEVILLE PARKING 8' WALK 18' PARKING ~",:A':';::b?7-- ~/N. TYP "- Z // ,,'::.':v/ '////~---':":':":" ".,. cc"."..,,'.'..'..',.. ,':,.,.~+~" '~:....." ., ~' ,,' ,." .,',. ~0~ 0.~~~:...,~',7., "t'\?X (~'<A'(A"< " ' p"~/< ~ ,~< ' ,..q~ ~/ Y).., v') y ~ ~, '^' , :-....;: ')'/ '-'>"/,'00..,"'...:;: ~. lASt, ~ ',"''1' 'P SUB-BASE ./ \. /, ~ .,~ G;) SECTION B-B C004 NOTE: 1. STABIUZAllON UNDER PROPOSED CURBING SHALL BE TO A MINIMUM OF LBR OF 40. f APRON PARllAL INLET COMPLETED INLET f6\ U PROTECTION AROUND INLETS (OR SIMILAR STRUCTURES) N.T.S. 12' DRIVE 12' DRIVE 18' PARKING 6" 5' 6" SOO PARKING '/ :" ~g:?:' "'7'7A -777....".'.. '~.,+'.. ~ ~" . ' IY, ~ 'A Ct-:: ~N. TYP. h' ~----.;.:.",: , :%%1//, '/A % .,..., ,7, , , .'<;, ~:-.. ASPHALT '- BASE - SUB-BASE b'/ '~% ~ ,<'l ~~~ ~ (?,~' ...~<{~~ ' ... " Y::\?' '-. SUB-BASE :.< N.T.S. :c ......... Q:: I 6"x16" HEADER CURB (WHERE ADJACENT TO PARKING) 11_~ ".. --_.f<" Cl ~' ~~ III ' if//fi ~ . ~,l~ ~I.%~ :?S", BASE ,/, Q:: . .,i1m ',,' ", Y;.....',..'/" ,',', ,.'.'. fa ::'~l~ ..'~.,",::\':::..\: 12~..SU'B~8'~S(:'>, ~ rill. \ .{,.\,...., ',,',', ~ Q:: c... 'b I .. ',~ "..........",--~ _ ~~r--.... 10'% ,...---r-' - 'r ~ ~" . . r ,,~" rl~ WOOIREO SWALE I =~ r 40.85 ~ _: _ ~ I / 39.68 .. 'c., ., YJI ",;' ~ '\ ~'-./'-"'~ ~40.64/ 'it -I t-4"1 "'-- EXISTING SHEOAH BL YD. ~ -/ ~ 28 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 C0t.4PACTED TO 98X MAXIMUM C OBTAINABLE DRY DENSITY PER AASHTO T-180, (MINIMUM LBR-35). f12\ SECTION E -E RETAINING WALL APPLICATION ~ N.T.S. !" 1.10 I I 11 12 I I 13 14 15 - - - - - - - EEl r...~~Adnn Inc. K Engineering I Architecture I Tnleri"", ILandocape 1836 WOODWARD STREET. sm 101 ORLANDO. FLORIDA 32803 PHONE: (407) 895-5400 FAX:(407)895-5225 WEB SITE: www...true.netE"MAn..:asttu<:@ctltr.com Creativity As True As Reality J I H F E D PROJECT NAME: C HIG LANDS APARTMENTS WINTER SPRINGS, FLORIDA 6 HISm S S/I sm 4 2f27/lYl 3 2/19/lYl 2 2,oCS/lYl I I/IS/lYl B No, DATE: SHEET NAME: PER STORMWA1llR UTIUl'Y MANAGER Sth PRELIMINARY APPLICATION 4th PRELIMINARY APPUCATION 3111 PREUMINARY APPLICATION 2nd PRELIMINARY APPUCATION PRELIMINARY APPLICATION REVISION I SUBMISSIONS GENERAL CONSTRUCTION AND DRAINAGE DETAILS .COPYRIGHT 2001, 'TRUE ENGINEERS & ARCHn'EC'TS, INC. DESIGNER HERE.IV~VRl!8ER\el HIS CCPr'RIGHf MoD 0'r1-ER FlIGHT. I N THE IDEAS, DESION., ARRNtOEMENTB, PLA~ AND DRAWING. SHOWN HEREIN IlJCH 1DfAB.~, AFVWG:MEtfTS, PLANS AND DRAWINGS WERE CREATEC, EVOL.VEO AND DEVELOPED FOR. utE ON, /IiflJlNOOtfIB:nONWlTHllE FEOFIED PFnJECT THESE PLANS AND DRAWINGS ARi NOT TO IE REPF<<)DUCiD, CHANGiDORCOPImINNt(FCRIORMNtNiRW,""TBOEVE~ A ~~~~T.:~~:J~~~oA~ep;:~.:~~ry,~i~~':~~~D~~~~TECTSINC_NORNE ARCHTIl'.C'lURAL CJVIL TNTFRTOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: SMY ATG SMY SMY CSM SMY SMY DATE: AUGUST 12,2002 SCALE: PROJBCTNo: OH)43.00 N.T.S. SHEET No: COO? 1 K I: cD I - or- J I i--- H G F E D c I: cD I ~ I: cD I - or- '1-J . 'f FIRE LANE BY OIlDEB. OP FIRE OBPARTMBN'T N:PPA3 .'.1~ 1--- 12" PAIIICIN8 IlY IlIlWI.ED PEIWIT ClfI. Y 1250 FINE r.1. :!IL14 z ~ - or- u 2 2" GALVANIZED STEEL PIPE 8" STEEL PIPE W/CONCRETE FILL. PAINT lRAFFlC YELLOW. ASPHALT P A VlNG . .~ . -. J 2" GALVANIZED STEEL PIPE r LANDSCAPE ISlAND " co 1 B A 1 -. - - .- N. T. S. . . -. - .. - . .. .. .... . -. - 1'-6" 3 CJ HANDICAP SIGN POST 12" NO PARKING : : "w:wN.": . 'WN.'~. . . .. ." 1'-6" .' ", :w:":" ~ 4 5 12" I: cD I - or- 1250 FINE r.s. :!IL 14 2" GALVANIZED STEEL PIPE i--- r LANDSCAPE ISlAND Ij Jfl II:, ---:111 : '.'.. .'. , ., I.' . . - . ...- . . . "," I: cD I . .., .. . . . .. . - or- 'I'J · 1'-6"' 1 N.T.S. 12" " CD 1 ~ITE BACKGROUND 1 "RED LETTERS FIRE L 1 "RED LETTERS BY ORDER OF FIRE DEPART T NFPA 3 - 5.1&2 1/2"RED LETTERS ~ FIRE LANE SIGN & SIGN POST 2 3 N.T.S. 4 5 6 7 8 9 10 PAINT: CHLORINATED RUBBER ALKYD FS TT-P-115, Tl'PE III, FACTORY MIXED, QUICK DRYING, NONBLEEDING. COlOR PER LOCAL CODE 18" 1\fR "-t" PARKING BY DISABLED PERMIT ONLY ..... ':-~ N l " . r $2510 FI N E F. S. 318.1 4 " CD NOTE: 1. ALL SIGNS SHOYfN SHALL CONFORM TO U.S. MANUAL SPECIFICATIONS. 2. ALL SIGNS SHOYfN SHALL BE REFLECTORIZED TO SHOW THE SAME COLOR BY NIGHT AS BY DAY. 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON GALVANIZED STEEL CHANNEL POSlTS. 4. INSTALL QUANTITY AND AT LOCATIONS REQUIRED BY CODE AND/OR AS INDICAmD ON DRAWINGS. CONFIRM ALL HANDICAPPED SIGNAG:E CODES. 5. HANDICAP SIGN TO) BE FOOT FTP-25. 6. INSTALL AUXIUARY' SIGN BELOW F1P-25 OR 26 INDICATING FINE FOR ILLEGAL USIE IS $100.00 (6"X12" YMITE BACKGROUND, BLUE lLEGEND &: BORDER). 6. ALL LETTERS SHALL BE BLACK AND 1" INNOTE: (HANDICAP SIGN ONLY) HEIGHT. LETTERS ARE TO BE SERIES "B" OR "CO, PER MUTCD. 7. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE)) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEG8I~D AND BORDER. B. BOTTOM PORTION 10F SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE)) ~ITE BACKGROUND WITH BLACK BORDER. 9. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 10. HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN ACCORDANCE \\1TH FOOT "ROADWAY AND TRAmc DESIGN STANDARDS." 3" l' 6" B" ct. OF PARKING SPACE 5 HANDICAP SIGN & SYMBOL N.T.S. As' ~,? "'y CJ HANDICAPPED SIDEWALK RAMP N.T.S. 6 7 8 9 10 11 11 12 13 HANDICA PARKING SIGN SPACE (FTP-25) ~) .. ...' . ... .... . . -. . .'. - . . ., -' . "...' ... ..... ~. ...... ..... - - . -CONCRETE' SIDEWALK' . .. ...., ..... 14 ... - ... .. .," . c,' .. . ..' .' A .. ~. . .. ":' j . .. .. .... . .. .. '~-.'".:....- - .. .. .....,... c" ,.. ... ...Ij . . . ... - . - . . - . . -. - ~ .-.. .. -. - -. - . - 4- BLUE STRIPE '"" 0:::: o 0:::: w t- Z -=- '"" g: t- '-' 1::> N 50: 1 12' '"" ~ '-' . .. EOP 4" 'M-lITE STRIPE o L.() 4" NOTE: PARKING STALLS SHALL BE NARKED W1TH WHITE & BLUE PAINT PER FLORIDA ACCESSIBIUTY CODE SECTION 4.6.1. - ...- or- ACCESSIBIUTY: A) IN ACCORDANCE WITH THE FLORIDA ACCESIBILlTY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT. 1996. AT LEAST ONE ACCESSIBLE ROUTE CONPLYlNG W1TH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACIUTY ENTERANCES WITH ALL ACCESSIBLE SPACES AND ELEMENlS \\1THIN THE BUILDING OR FACIUTY. DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RANP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS. LOADING ZONES. SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBIUTY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACES AND AISLE SHALL NOT EXCEED 50:1 CROSS SLOPE. CJ HANDICAP PARKING . .. ,.o . . "" " . . '.' .' . .' ;,; .~.. ~. . . . .o'. 4 .. ... . . . . . . . . A. . .. · ..o CONCRETE SIDEWALK . . . . . . . . . . . . . . ... . . a . . . .. . . . ... . .. . .o. . . .. . . . . . . / 4" I't1-IITE STRIPE 00 1 10' ~ TYPICAL PARKING SPACE 12 13 N.T.S. . . . .. . . .. ' . . " .o. .. . .. .' . . . ~ .. ~ . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . 4 . 4 1 N.T.S. 14 . ~ 4 . . 15 K J I H G F E D PROJECT NAME: EiJ r,..~..&t~ Inc. Engineering I ArcIIileCture I Interiors 1 Landscape 1836 WOODWARD STREET, SlE, WI ORLANDO, FLORIDA 32803 PHONE: (407) 895.5400 FAX:(407) 1l9S-5m WEB SITE: www.a..true.net E-MAIL: a.'Ilru<@cfI.rr.COO1 Creativity As True As Reality ENGINEER OF RECORD: AMR T.GAWAD,P.E. ORIDA REGISTRATION 1M9416 HIGHLANDS APARTMENTS WINTER SPRINGS, FLORIDA ARClUTECTURAL CIVIL INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: 5th PRELIMINARY APPLICATION 4th PRELTMlNARY APPUCA TlON 3rd PRELIMINARY APPLICATION 2ndPREUMTNARY APPUCATION PRELIMINARY APPLICATION REVISION I SUBMISSIONS GENERAL CONSTRUCTION DETAILS .COP'I'RI(lI('f2001, TRUE ENGINEER! IAR:CIofIT!CTS, INC. OE8IGN!1t HERI!IIVEXPR!88LVRElERYEBHlBCClPYRIOHTANDOTHl!!R "'OHTa IN THE IDEM, DEIIION!, MIltANOIMENT!, P't.AN8 AND DAAWlNG'8HOWN~. 8UCHmM.~NlIMN~ Pl..ANS AND DRAWINGS WERE CREA~D, EVOL\tED AND DEVELOPED FOR USE ON, N<I) INc::cHECTION wnH lK. SPECIFI8J PROJECT. THESE PLArtB AND DRAWINGS ARE NOT TO BE REPRODUCED. CH~GED OR COPED INNfYFORM OR MNft:R WHAT8OE\,ffi A =~:R~C:::~~O~E~=~:'aW~:''i:~====~~~~tcNOR~ c 5 5115100. 4 21271CYl 3 2/19100. 2 2I051CYl 1 1I151CYl B No. DATE: SHEET NAME: SMY DATE: AUOUST 12.2002 SCALE: ATO PROJECfNo: 01-043.00 SMY SHEEI'No: SMY CSM SMY SMY N.T.S. 15 C008 1 K J I ,..... ~ o . ;E ~o ,.... < ~C1.. .1 I=! Ow C"oIQ:: u ~ ~ H ~ Cl ~ LU Q:: . => Olf) .1 g ~U :z: LU LU Cl en :z: =- 2 3 12'-6" (CONCRElE PAD WIDTH) 11' -0" (INSIDE ENCLOSURE WIDTH) "J ~ ,'CjV "3 "J ',~ , ~~: '<:::.J ;. ,:~:' '\;' '''Q \7 'V \7 "0 y., \7 "J "J "q. ":] -q "V "(j ''':] "(j \1 "Q 'i7 "(j 'V G "'Q F E 6" . ' , ; D 5 BIKE RACK C B STO SlEEL PLAlE 1/4" 30"X30" HIGH INlENSITY STOP SIGN (R1-1) PER MUTCD. A G STOP SIGN 1 2 "(j .. :~ N.T.S. ~N N WHITE LETTERS RED N.T.S. 3 4 5 6 7 "(j 6" DIAMETER PIPE BOLLARD 'V' "J "'Q CONTAINER ENCLOSURE SHALL BE MIN. 8'-0" HIGH. . o I Do "(j (2) GATE STOPS w/ 9/16"lll3" HOLDERS SET IN SLAB 3/4". DIAMETER BY 1 1/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED AND OPEN POSI1l0N. FIELD VERIFY EXACT LOCA 11 ON S. LATCH ..' . ...... ... , " . . SOLID CONC. BLOCK BEHIND T.S. 'V 8 9 AMFAB MODEL 900- 55 3/4" II 72" METAL GATES W/6 HINGES, LATCH AND GATE STOP HARDWARE BY G.C. FIELD WELD WITH 2" BOTTOM CLEARANCE. .' 6" CONe. SlAB REINFORCED WITH FLAT 6ll6-6/6 WWF CONCRETE FOOTING -T- SEE ARCHITECTURAL PLANS FOR EXACT DETAILS, DUMPSTER SHO'WN ON ARCHITECTURAL PLANS IS TO BE USED FOR PERMITTING OF THE DUMPSTE~ ENCLOSURE, \7 CONCRETE PAD TO WITHSTAND 10,000#/ SINGLE Vf-IEEL LOADS. DUMPSTER DETAIL AND ELEVATION (AS APPROVED BY FLORIDA RECYCLING, INC.) N.T.S, ~ OF DRIVEWAY VARIES (EXTEND TO EDGE OF PAVEMENT) I- 8" -I r 6" -j I 2"R f.4.... . .'. . '. . .... . .' .' '. . "..... .. . .' '. '. . . . '. . .' . .". . . 1LIl" .::.~...::.;.~. . .. . ..",',... '. .' .' . . ..' . '. . 5'-6" 2' -6" . co I 1/2' EXP, J~Urf AND PREFORMED JOINT FILLE PAVEMENT SECTION STOP BAR TO BE THERMO WHITE 2' _6" WIDE THERMO YELLOW STRIPES C5 TYPE "0" N.T.S. 5 CROSSWALK 4 5 6 7 N.T.S. ---1 . N 3 N.T.S. WHITE REFLEC11VE TRAFFIC PAINT: CHLORINATED RUBBER ALKYD. F!S TT-P-115 TYPE III E:) 8 ON SllfE TRAFIFIC ARROW 91 10 12 13 15 14 11 K J I H G F " o I ;.., E D PROJECT NAME: N.T.S. El3 r,..w..,.&. ~ Inc:. Engineering I Architecture I Interiors I Landscape 1836 WOODWARD SlREET, STE. 101 ORLANDO, FLORIDA 32803 PHONE: (407) 895-S400 FAX:(407) 895-S225 WEB SITE: www.a'true.nel E-MAR.: a'llruC@cIl.rr.cnm Creativity As True As Reality . GlNEER OFRF.cORD: AMR T.GAWAD,P.E. F. RIDA REGISTRATION 1149416 HIG ANDS APARTMENTS WINTER SPRINGS, FLORIDA C S S/1S/CYl. 4 2f27/CYl. 3 2/19/CYl. 2 2IOS/OO. 1 1/1S/CYl. B No. DATE: SHEET NAME: SthPREUMINARY APPUCATION 4th PRELIMINARY APPUCATlON 3rd PREUMINARY APPUCATlON 2ndPRELlMTNARY APPUCATlON PRELIMINARY APPUCATlON REVISION I SUBMISSIONS GENERAL CONSTRUCTION DETAILS uCOPV!tIQHT2001, TRUE' ENGINI!EIUI& ARCHIT!CT8, INC D!8IONI!R 1ot!R!:IIV~YR!8ERY!8l41SCOPVRIQlfrN<<)C'TWER RIOHTS IN T111! IDEAS.. DESIGNS, M"ANGENINTS, Pl...M8 MO ~N088HCIWN I-EN!IN_ 8l.ICt-I1DI!A8.~~ ~S AND DRAWlNQS WERE CREATED. EVOL'IIE) AND DEVElOPED FOR USE 00. IlK) IN aHEC1ION VlIll-IllE SfIECFEC PAOJECl. THE8E. PlANS AND ORA'MHCJ8 ARE NOT TO BE REPRODUCED. CHNtGeDOR COPED NMtFOFWORI\MIoIERWHA18OE\ER A =~ :":"o:J::r~~O":l!p:~-:~:'~:S~:~=~==~~~.wHT!Cfatc HORN1*- ARCHITECTURAL CNR. INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: 10 12 13 15 C) STOP BAR 14 11 SMY ATO SMY SMY CSM SMY SMY DATE: AUGUST 12.2002 SCALE: PROmCfNo: 01-043.00 N.T.S. SHEEr No: C009 1 3 4 5 6 K 2 'cROWN TRENCH IN I UNIMPROVED AREAS TRENCH WIDTH VARIES (3" MIN.) (SEE TYPE B wi SIZE OF PIPE BEDDING AND TRENCHING DETAIL FOR OTHER ~ ' . '. ~ RESTORATlON~ :...' . . . .'. ~ED GRADE", ~~...... ......~ ~~ ...'~~ ~~, ~.' . . . u'&~ ::J ;0...." 'N . ~ ~f....-"""':~- u.. N I, , , "'...... ~,. . . ):;: 7'" 7 ,,~ ~ ~ ~ '. ' .J.'~ ~ ~ ~ '" X COO ~ ~. . , .' !t.~ 'IS <( :c z ~~ . .' ';-SEE NOTE 4'~' .' . . , Ii$~/i. ~ ~ ~ Ij . ..' . /.:!..t.~ I- 0::........ COMMON FILL ~ ~ " . 'PtPE' O.D.. '. . 'I~% ~ l- I ~~".' ,.... ~~ ~ t ~ ~ .' . i:l,l/!:.t. ..- ~ 12" (TYP.) ~ ~ t ZZ, SELECT COMMON 5' ~ FILL ~ ~~ BEDDING ROCK ! ~ ,., ~1Ir PIPE BEDDING ;;: ~ !.I[ II'( (SEE NOTE 8 & 9) >N'II:ffl'~~'I'fl/~ ~ I /....':.I~, I ~ If.... "'-i:::"1 N I I - J - ,~ ~~ 'j ;/. io,(~ ~ ~ . :--.;::) (.:> ,...... z"- o~ 80 coZ WW a...W - en a... ____ SELECT COMMON FILL I ~ ~ ~ Z bI 'E...t..I. .......,-::;::."-;J 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. GRAVITY SEWERS SHALL UTILIZE 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. H - G - C) TYPE A BEDDING AND TRENCHING DETAIL N.T.S. G TYPE B BEDDING AND TRENCHING DETAIL 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 F UMITS []f' PAYMENT fOR BORE . JACK - 1n' MTNIMUM I DITCH BOTTDM r- r 111" ..,..,..".. NOMINAL PIPE DIAMETER 4-6 /. PAVEMENT .J J PAVEMENT~ L... l r- --.r- 8 E 12 - PI :J: I- D.. I!l ~ ... z ... 2: 18 . :J: I- D.. I!l CURB SECTION ~ 2: i ... 2: TYPICAL fOR ANY UNDERGROUND PIPE . :J: I- DITCH SECTION ~ i 2: 16 ..M:.. ~ .ft" ~ 61- I- U~" 36 24-30 ~ STEEL CASING PIPE . z ... 2: D ~ I . ~ A ^ - Ll~:ERrF~ rF:~ fJ'''' , WITH CLASS I CONCRETE ~~~~ l l/ /' ~. "'\ \\ ENCASE END OF" CASING PIPE TRANSITON ADAPTOR .::.~ .:: WITH CLASS I CONCRETE WHERE REQUIRED /::: J .:., ./1::mk :;: CASING SPACERS ~": '~..:I -'I ::. PIPE TRANSITON ADAPTOR---1 \>.QG - W l"'-.. WHERE REQUIRED ~.~ ~2" MINIMUM CLEARANCE D1-DIAMETER ~..... ...:" Of CARRIER PIPE '\ BELL I::F CARRIER WELDED STEEL CASING PIPE, ASTM l ~NNULAR SPACE SHALL REMAIN EMPTY. A-:53 THRU 30" DIA. DR ASTM A-139 SEAL BOTH ENDS WITH 12" THICK CLASS LARGER THAN 30" I CONCRETE. C - CARRIER PIPE AND CASING PIPE SIZES (MIN) CARRIER PIPE N:JMINAL DIAMETER (D1) 4 6 8 10 12 14 16 18 20 24 30 36 42 CASING PIPE NOMINAL mA (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 0.2:50 0.2:50 0.312 0.312 0.312 0.312 0.37:5 0.:500 B NOTES 1. ALL REQUIREMENTS Of DOT AS SPECIfIED IN THE DOT "UTILITY ACCOMODATION 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 CDNF"LICT, 2. THE INSIDE DIAMETER OF" THE CASING SHALL BE A MINIMUM OF" 4" GREATER THAN THE OUTSIDE DIAMETER []f' 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 MANUF" ACTURER'S WRITTEN INSTRUCTIONS, :5. WATERMAIN AND F"ORCEMAIN PIPING INSIDE CASINGS IS TO BE RESTRAINED JOINT PIPING AS SPECIfIED IN DETAIL :5 "RESTRAINED JOINT SYSTEM", - A C) BORING AND JACKING N.IS. I I I I 1 6 2 3 4 5 7 8 10 9 I I I I TRENCH WIDTH VARIES WI SIZE OF PIPE ~ CROWN TR~ENCH IN ~ UNIMPROVIED AREAS ~ ' ,...-< (3" MIN.) ,\FINISHED GR~ ..... . . . ... ~OiE 8) ~~'" ..' "II~ ~ 1l',[1 "'1 ~ . . , L~ 'I ~" 1,(1 U ;S'I"- . ~~ ~A ' "-( ~" ~ ~.. . . . /;fjf'if. ~~~ .' . , '. ~~ IN i~.'. rSEE NOTE 4'~,' . , fIl'f/'7iI/;. COMMON FILL ~~ . . {' 'PtPE'O.D.. \. .' J~~ ~ ~~ . , .' ..,. j. ~ ;..............~ 'to...'1I'/:t. . 9'."::' /'1-7. 'I...'l.J. ... " . l' !'J :...."-.."""-' 12" (TYP.) ~ ~ ~ ~ t;. , .// ~~ .S ~. '/ . z'il.! UNDISTURBED ---......... ~ 1:.' ' . ~ ~ARTH ~ ~. . ~ (SEE NOTE 3) ~ ~ '- ' ~ ~ ~ 'N/C"l..I_.......~'1MI. h: 'Ef..lL 'f:(.{'!::Y~;'j~~, I... '{to. ....., l--wli!.1 ~........~ -l -l - ..-- ~N U W ~ <( I- ::::> CO 0 ~ :c z X u W <( Z W """" wen"""'" 0::........ I- ~ u.. -l .. N ..- SELECT COMMON FILL '-' ,...... z"- a~ 80 coZ W w a...W - en a... '--" 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. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MA,Y 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 CONS;TRUCTlON. 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 BIRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLlM~CE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURF lACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. N.T.S. THRUST RESTRAINT TABLE FOR DIP HORIZONTAL FITTINGS NOTES: 1) MINIMWM RESTRAINED LENGTH SHALL BE ALWAYS 20 FEET. 2) IN UNIE VALVES AND THROUGH RUN OF TEES OUlSlDE UMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NO"T BE RESTRAINED UNLESS OTHERWISE INDICA TED ON THE IDRAWlNGS. TEE, 90 BEND 22.5 BEND PLUG 11.25 BEND 45 BEND 34 65 20 20 20 55 84 20 20 20 92 20 20 117 56 126 150 91 27 20 140 106 20 164 42 180 153 105 20 180 82 72 20 82 72 C) RESTRAINED JOINT SYSTEM ~~. IS. PRECAST MANHOLE WALL ~_ " '\ ."'" STAINLESS STEEL BOUND ~ r "" , , FILL WITH GROUT ___ " ' STAINLESS STELL PIPE CLAMP PVC OR MANHOLE INVERT DIP ..'.--;..' .'. ..' .'. ::'.. .... RESILIENT .?" ,~....""' ...... ...... CONNECTOR 1-_-.' ".' .. .,' ,,,I, ". ..' '.' .....'", ','.. TYPICAL CONNECTION f7\ TYPICAL MANHOLE CONNECTIONS 0- IN.T.S. I I I I 7 8 9 10 L fINISH GRADE - 11 12 13 14 , I I I RESILIENT SEAT GATE VALVES (lYPICAL) TEST COCK 14 TEST COCK # 1 ~ ~~ v- 90" BEND (FL./FlJ I"----, "- 1 , ~ - FLew ;""- FINISHED GRADE ./ ,,- ~ (1 - + ~ .I ~ .....t rL-~ yl TEST COCK 12 ~ TEST COCK 13 ~12- t.4IN. --Y --L" .... v+ - ~;:::; ~ ~ 12-+ PIPE DIAMETER (MIN. DISTANCE) :-- 18- + PIPE DIA. (t.AAX) RELIEF VALVE DISCHARGE · - -.' ".".. .. .. -.. . - ~ I .'. . - "" .,.. · .': · :.' 'r" ~ ~.~ " 1/2- PREFORt.4ED JOINT COMPACTED BACKFILL ~ MATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SlAB · ABOVE FLOOD PLAIN I .:-.", 'A prt t iii: ~ o -,.., , ( () ~- I 90" BEND (t.4.J./t.4.J.)/I"""-- \ - () ) 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 COUNTY PUBLIC UTILITIES DEPARTMENT. 3. THE PROPERTY 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 TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 5. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. REDUCED PRESSURE PRINCIPLE (3\ BACKFLOW PREVENTION DEVICE U (4" AND LARGER PIPE) N.T.S. NOTES: 1. Wl-iERE ONE VALVE BOX EXTENSION IS REQUIRED USE STANDARD VALVE BOX EXTENSIONS 479-03-11-02. ON THE DRAWINGS. 2. WHERE MORE THAN ONE VALVE BOX EXTENSIONS ARE REQUIRED USE 6- D.I.P. CUT TO PROPER LENGTH SO VALl,{ BOX BOTTOM IS CONTINUOUS SECllON. 3. VALVE BOX LID TO BE FURNISHED WITH THE WORD wWATERw. FOR WATER MAIN INSTAlLA1l0N OR wSE'It{Rw FOR FORCE MAIN I NSTALLAll ON. OR wREUSEw FOR REUSE MAIN INSTALLAllON. 4. FOR VALVES 4w AND ABOVE USE FOUR (4) OR FIVE (5) SOLID COMMON BRICKS LAID FLAT. FOR 2w VALVES USE 4wx 8wx 16w SOLID PRECAST CONCRETE BLOCKS. CONCRETE Cl:LLAR 24" sa [R 2"" DIA. x 8" THICI< WI TW (2) NUMBER llREE (3) RIJlJ\ID BARS WACH IJAY VALVE BOX COVER TO BE SET 1/8"-114" ABOVE TOP []f' CONCRETE COLLAR VALVE BOX LID (479-03-ll6-02) z ... 2: m .... ,', ,,' ~........... VALVE BOX TOP " ... "-- "79'<l>-"-G3l SUBGRADE COMPACTED TO 95% Of MODIfIED PROCTOR - r,. ...- - MAIN \ ~ ~ 7 ti/ I , -/ -Ii ~VI VALVE BOX W'PfIKfJ VALVE (SEE NOTE 3) VALVE BOX BCTT!J4 (479-03-10-01) d f6\ VALVE BOX INSTAllATION U TRAFFIC AREA NOT IN PAVEMENT N.T.S. MI / """" / I~i \L,- f-J \ SEE STANDARD DETAIL 478-4.1 F"DR "--- VALVE BOX MATERIAL AND INSTALLATION SEE STANDARD DETAIL 478-3.1 fOR THRUST BLOCK INSTALLATION ~' A U/ L.. EXISTING IJATER MAIN TAPPING SLEEVE ("89-0:5-27-06) (489-0:5-27-07> G WATER MAIN TAP 3" AND ABOVE N.T.S. 11 I I 12 I I 13 14 15 15 - - - - - - - - - - 2~ K::~ "'" EEl - ~ Engineering I Architecture I Interio", I LInd""",," r.-~&.~ Inc. 1836 WOODWARD Sl1l.1!ET. STE, 101 ORLANDO. FLORIDA 32803 ~ PHONE: (407) 895-5400 FAX:(407) 895-52'2.~ WEB SITE: www.aslTue.netE-MAll..:astrue@dIJr.com - Creativity As True As Reality J I H G F E D /" / /)t~ / ~I~ ~~ GINEEROFRECORD: AMR T. GAWAD,P.E. F IDA REGISTRATION 1J49416 / // HIGHrANDS APARTMENTS WINTER SPRINGS, FLORIDA PROIECT NAME: C 5 5/15m Sth PRELTMlNARY APPUCA TlON 4 2f27/f1l 4th PRELIMINARY APPLICATION 3 2119m 3nl PRELJMINARY APPUCATlON 2 2,USm 2nd PRELIMINARY APPLICATION I I/lSm PRELJMINARY APPLICATION No. DATE: REVISION I SUBMISSIONS B SHEET NAME: WATER AND SEWER DETAILS . CQPVRIOKT 2001, TRUE !JIIQINEERS& ARCHfTECTS, INC. DESIGNER HEREBVDPRI!BSlVREIiIEJM!B HIS ~1Qtff N<fJ ant!R ~~~~a~~oT~~~~:'D:::e~R:~:~E~~ :~~e~g::DW=8==N==::=,=aCr. THESE PLA~APfD DRAWINOSARi ~TTO IE FtEPFtOOUCED, CHANGIEDORCOPIiDINAHfFORMORMNNiRW......TSOiViR A ~~~~T~~:~~~~~Ep=E:~~t:8~:~~~~-:?D~:..~ec::=~w:HTEC1SIC, NORME ARCHTI1'.CTURAL CIVn.. JNTERlOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: SMY DATE: AUGUST 12.2002 T SCALE; ATG PROJECT No; OJ-()ol.3.00 I SMY SHEET Nn: SMY CSM SMY SMY N.T.S. COla 1 2 3 4 5 6 7 8 9 10 11 12 13 15 K w Z --.J AS REQUIRED AS REQUIRED ROTA TE 30. (TYPICAL) NOTE: SERVICE CONNECTION DETAILS FOR P.V.C. PIPE G SEWER MAIN SIZE VARIES PROFILE CITY OF WINTER SPRINGS DOUBLE SERVICE SEWER LATERAL CONNECTION Straight U Branch & Curb Stop assembly with 7 1/2" spacing Ford Catalog No. U48-43 \ 1" Brass corporation stop 6" CLEANOUT AT R/W LINE (TYP.) LOT LINE ~ J EDGE OF PAVEMENT SEWER MAIN SIZE VARIES PLAN CLEANOUT AT w t CLEAN OUTS AT I z R/W LINE (TYP.) BUILOING\ol --.J 3: EDGE OF ""- V-PAVEMENT ~ CONNECTION (TO ADJOINING PROPERTY H PLAN Edge of pavement Back of curb Cu rb stop with meter coupling locking type Ford Catalog INo. B13-332W Tie service to a 2X4 Right of way lime Sidewalk ~rVice line Blue 1" ASTIM D2737 PE3408 Tubing N.T.S. CITY OF WINTER SPRINGS C:J POTABLE WATER SERVICE LINE F NOTES: 1. Meter and meter box furnished by the city of Winter Springs 2. Service! lines crossing under pavement shall bee encased in 2" PVC pipe 3. For simgle service use 1" tubing with a 1" packc joint by 3/4" meter coupling Ford ccatalog No. B43-342W N.T.S. 14 "DOWN STREAM" LOT LINE AS REQUIRED .. x <( Z :::?i :::?i lC) "y" BRANCH WITH 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN SIZE VARIES PLAN Clean Out is to be placed at ground level after TV inspection & acceptance by the utility department. GROUND LEVEL 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 PROFILE CITY OF WINTER SPRINGS C) TYPICAL SEWER CONNECTION N.T.S. E D c B A N.T.S. CJ THRUST BLOCKS CAST IN PLACE 14 GAUGE THNN TRACING WIRE WET TAP & SLEEVE PROP. 8 INCH WA 1ER UNE ~~ ~~.jI!// ~.j/~,(/:f/ ~ ~.j/ ~ "/'/~~"/'/'.ji';(//~'j-~~~"/'/"/'/"/'/" ~~~~~~~~~~~~~~~ ~/~/",Y",/~/"" /~~",:.~;"/",/~/",/,,,?'~ UJ)YE JBEND NOTES: 1. BfARlNG AREA or THRUST BLOCK SHAll. NOT BE LESS THAN 1.0 SQ. FT. BEARING AREA SHAll. HAVE EQUAL HEIGHT AND WIDTH. 2. ALLOWABLE SOIL BEARING smESS IS 2000 LBS./SQ. FT. 3. BfARlNG AREAS. YOLllMES. AND SPECIAl. BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STIANDARD. THRUST BLOCKS fOR VER11CAL. BENDS HAVING DOWNWARD RESULTANT THRUm SHAll. BE THE SAME ,,::, FOR IftORIZONTAI.. BENDS. BfARlNG AREAS FOR HORIZONTAL BEND THRUST BLOCl<S ARE BASED ON TEST PRESSURE Of' l!lO PSIG. AND ANI ALLOWABLE SOIL BfARlNG STRESS OF 2000 LBS./SQ. FT. TO COMPUTE BEARING AREAS FOR DlFff:RENT lEST PRESSURES AND SCDIL BrARlNG STRESSES, MULTIPLY TABlE VALUES BY THE FACTOR ( p'/Si ). WHERE: p'. ACTUAL lEST PRESSURE, PSIG Si - ACTUAL DIR BEARING PRESSURE, PSF. NOTES: 4. REQUIRED VOLllMES OR BEARING AREAS AT FTmNGS SHALl. BE ,,::, INDICATED BELOW, AWUSTED. IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING S1RESS(ES) STATED IN THE SPEClACATlONS. 5. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. s. 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 CONSlsnNG OF THRUST BLOCKS OR RESTEAINED JOINTS ( THE ROD ASSEMBUES WITH MJ ENDS OR PROPRIETARY RESTRAINED JOINT PIPE. ALl RESTRAINED JOINT LENGTHS ,,::, SPECIFIED IN THE TABLE ARE FOR ONE RESTRAINT DIRECTION. ALl PIPING mANSmONS SHAll. BE RESTRAINED IN BOTH DIRECTIONS. BEARING AREA OF THRUST BLOCKS IN SQ. FT. C 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 B 3.B 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.B 8.4 4.6 2.4 1.2 12 B.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 1B 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.B 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 1 1 '.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 B 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 1B 2.25 2.75 4.00 2.75 1.750 O.BO 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 1 EXISTING 12 INCH WATER MAIN 18" DIP J & B CASING RIGHT OF WAY EDGE OF PAVEMENT SHEOH BLVD. 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 CITY OF WINTER SPRINGS WATER SERVICE CONNECTION OPPOSITE SIDE OF MAIN 2 3 4 TEE PLUGGEO CROSS (/) PLLJGGEO TEE PLUGGEO CROSS (2) · EACH AREA (A/2) IS . OF TABULATED AREA PLUG 5 6 8 7 N.T.S. 9 10 11 12 15 13 14 8J Tw-~..&.~ Inc. K Bngineering I Alchitcclure I Interiors I LaIldscape 1836 WOODWARD SnU!ET, STE. 101 ORLANDO, FLORIDA 32803 PHONE: (407) 895-5400 FAX:(407) 895-5225 WEB SlTB: www....true.net E.MAIL: ...truc@cfI.rr.com Creativity As True As Reality J I H G F E D PROJECT NAME: c HIG NDS APARTMENTS WINTER SPRINGS, FLORIDA B No. DATE: SHEET NAME: REVISION I SUBMISSIONS WATER AND SEWER DETAILS . COPYRIGHT 2001, TRUE ENGINEI!:RS & ARCHITECTS, INC DESIGNER HEMIYI!XfIABI8LYAI!lIEIM!I HS COf"\IRIQHT IHJ 0"Tl0@ III:IQHT8 IN THE IDEAS, DESIGNS, AIltIlfANQENENTB, PI..AN8 AND DRAWIN08~ HEREIN. Sl..Di 10EM, ~,NtIWGEN!NII, PI.ANS ANO DRAW11'f01 WERE CREATEO, EVOLVED ANO DEVELOPED FOR USE ON. N<<) INCXJlIIECTlON WITH nE SPECIFIED PROJECT THESE PlAN8AHDDRAWlNOS ARE NOT roBE REPRODU~. CH~OEDOR~INNfYFORNORt.WNR.\\tiAT8CE\tR A ~~~':~::~~;Ep~~~,:~~:;::~~~~~.:w~~~INCNORME ARClllmCTURAL CNIL INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVBDBY: SMY ATO SMY SMY CSM SMY SMY DATE: AUGUST 12.2002 SCALI!.: PROrnCfNo: 01-043.00 N.T.S. SHEET No: COlI 1 2 I K - J - I "'- H "'- G f-- F - E r- D r- c r- B f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ll. BE BROUGHT TO THE ATI'ENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES THAT MAY HAVE THEIR UTILITIES WITHIN THE CONSTRUCTION AREAS TO LOCATE THEIR FACILITIES IN THE FIELD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION. 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. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES 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. 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. 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 MONUMENT A TION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BE BORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAID MONUMENT A TION. 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. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER. 13. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 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. 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. 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. 17. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER SHALL BE COPIED ON ALL COMPACTION TESTS TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE r.ONTRAr.TOR I I I 3 5 6 4 7 8 I I WATER AND SEWER NOTES: 9 12 13 10 11 I I I I I 1 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. 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. 3. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION 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 PART OF THE CONSTRUCTION BID COSTS. 4. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. 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. 6. DISINFECTION OF THE WATER DISTRIIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE LA TEST PROVISIONS OF ANSIj 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 DEPARTMENT HAVING JURISDICTION. THE CONTRACTOR SHALlL PROVIDE THE ENGINEER WITH COPIES OF THE RESULTS WITHIN ONE (1) WEEK OF TESTS FOR SUBMITTAL TO THE VARIOUS AGENCIES. 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 CASES 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 DUCTILE 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 SEP ARA TION, TH1E SEWER MAIN MUST BE LAID IN A SEP ARA TE TRENCH OR THE SAME TRENCH DIVIDED BY A BENT OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST 8E 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF SEPARATION BETWEEN WATER/SEWER CAN NOT BE MAINTAINED, THE WATER MAIN MUST B3E UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG OR THE SEPARATION IS PROVIDED. UNLESS OTHERWISE SPECIFIIED BY CITY OF WINTER SPRINGS, THE REQUIREMENTS ABOVE SHALL DICTATE. 8. ALL pve PIPES SHALL BEAR THE A~PPROVAL SEAL OF THE NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE. 9. THERE SHALL BE NO DETECTABLE lLEVEL OF INFILTRATION OR EXFILTRATION FROM SANITARY SEWER SYSTEM AT THE TIME OF INSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE COR~ECTED PRIOR TO ACCEPTANCE BY THE OWNER. 10. GRAVITY SEWER PIPE SHALL BE GIREEN SDR 35 PVC CONFORMING TO THE REQUIREMENTS OF ASTM D3034. 11. PLUG VALVE TO BE INSTALLED VEIRTICALL Y 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. 13. ALL REDUCED PRESSURE BACKFLOIW 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 AtND WATER MAIN BREAK PROCEDURES: A. EXCAVATE CAUTIOUSLY - THE CONITRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SfEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICA TION. B. TELEPHONE NOTIFICATION - THE CIITY OF WINTER SPRINGS DISPATCH OPERATOR SHALL BE GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE AT (407) 327-1800. C. REPAIR IMMEDIATELY - ALL DAMAGE TO CITY'S MAINS SHALL BE REPAIRED IMMEDIA TEL Y BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMEL'Y MANNER, AS DETERMINED BY THE CITY'S INSPECTOR, CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. D. CITY OF WINTER SPRINGS UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF WINTER SPRINGS UTILITIES CO)NSTRUCTION INSPECTION SECTION - (407) 327-2669 CITY OF WINTER SPRINGS UTILITIES W~ TER DIVISION - (407) 327-2669 CITY OF WINTER SPRINGS UTILITIES ENIGINEERING DIVISION- (407) 327-5977 X 330 E. ADVANCE NOTIFICATION OF CONSTR~UCTlON - THE CITY OF WINTER SPRINGS UTILITIES CONSTRUCTION SECTION (407) 327-2669 SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO AN'Y CONSTRUCTION ACTIVITY. F. ADVANCE NOTIFICATION OF PENDINCG 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. G. OPERATION OF CITY OF WINTER SPIRINGS VALVES - WA TER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERA TED ONLY BE CITY OF WINTER SPRINGS UTILITIES INSPECTOR (407) 3527-2669. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. H. OPERATION OF CITY OF WINTER SP~RINGS PUMP STATIONS - THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUT DOWNS WITH THE CITY OF WINTER SPRINGS U'TILlTIES INSPECTOR (407) 327-2669 . 16. ON SITE WATER DISTRIBUTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 17. ON SITE WASTEWATER COLLECTIONl SYSTEM AND PUMP STATION IS PRIVATELY OWNED AND MAINTAINED. I I I I I I I I 7 8 9 11 12 13 10 14 15 I I 14 15 ElJ Ttww...&t~ Inc. K Creativity As True As Reality Engineering / Architecture / Tnterion; / Lwlsaope 1836 WOODWARD STREET. sm, 101 ORLANDO. FLORIDA 32803 PHONE: (407) 895-5400 FAX:(407)895-5225 WEB SITE: www....true.nClE-MAll..:...llNc@clllT.com - J - I - H - G - F - E - D G1NEER OF RECORD: AMR. T. GAWAD,P.E. F IDA REGlSTRATIONt49416 PRorncT NAME: - c HIGH NDS APARTMENTS WINTER SPRINGS, FLORIDA - 6 7f23!fr2 6th PRELIMINARY APPUCATION 5 5/15102 5th PRELIMINARY APPllCATlON 4 2f27!fr2 4th PRELIMINARY APPUCATION 3 2/19102 3rd PREUMINARY APPLICATION 2 2,()5!fr2 2nd PREIlMINARY APPUCATION 1 1/15102 PRELIMINARY APPUCA110N No. DATE: REVlSION/SUBMlSSTONS B SHEET NAME: - GENERAL NOTES eCOPYf':10HT 2D01, rRlJE ENQINEEIItS I NtCH1TECTI, \NC DESIGNER. HEIltDV IXPNIB..Y NIIEJItIJI8 HlI CCI"f'RIOHT' JKJ ~ R1GHTlIN THE IDEAS. DESIGNS, .lARANQE~ENTS, PLANS AND DRAWlNGSllMOWN HER9lI Bl.D4lOEAS. OE!IQN8, ARIUrNQEMENTS, PLANS AND CRAWlNC38 WERE CREATED, EVOL.VED AND DEVELOPED FOR USE ClN.1HJ ~ ~ WITH THE BPEaFED PRO.ECT. THESE PlANS AND OAA,WIHG8 ARE NOT TO BE REPRODUCEO, CHANGED ORalPIEO IN Nf't FORM OR MNoINER WHAT8OE\IER. A =~~-:a:r~N:G...~Ep~e:.s~~I~~~~~':~==:r~e.:~NC_NOAME ARCRTT'ECTURAL CIVn.. INTERIOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY: SMY DATE: AUGUST 12.2002 SCALE: ATG PROJBCrNo: 01-043.00 SMY SHEET No: SMY CSM SMY SMY N.T.S. C012 5 6 7 8 9 11 10 I ' G" ' .. - cYi~ J C' B 4"."" POST ~D ENmE DRIP UNE (J' EXIS11NG lREES TO BE SAYED. DRIP UNE -5'MIN. 5' MIN. GROUND IlRIGlNAL GROUND DRIP UNE- 5' MIN. RETAlNNG WAU. ~AYEl. fRllF WAU. /' IS MlR: lliAN 2' HGH----""'" NEW GRADE A TREE PROTECTION DETAIL TREE WALL DETAIL 1 2 3 5 6 7 8 9 10 11 12 4 13 14 15 LANDSCAPE NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT WORK DOES NOT INTERRUPT ESTABLISHED OR PROJECTED DRAINAGE PATTERN. 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 OTHER'MSE 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 :1:3" BELOW FINISH SURFACE OF ADJACENT PAVING OR TOP OF ADJACENT CURBS. 8. SOD TO BE 4' 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 PLANS. 18. THERE ARE TO BE NO GRADE CHANGES 'MTHHIN THE DRIP LINE OF ANY TREE THAT IS TO REMAIN ONSITE AND RETAINING WALLS MAYBE INSTALLED 'MTH PRIOR APPROVAL OF CITY FORESTER. 13 14 15 K 8J Tw-~~~Inc. - Engineering I Architeclore I Interiors I LaIxlscape ~ :: ~ 1836 WOODWARD STREET, STE. 101 ORLANDO. FLORIDA 32803 2 ~ ~I'Y ,""N', '''''l ",,.., 'AX"." "''''' WEB SITE: www...lnIc.ncl E-MAIL: a.'llroc@cfI.rr,aJI11 ~ , Creativity As True As Reality LANDSCAPE TREE SCHEDULE !mi. AIIB. QTY. !DIMON NAME 9ZE (a) 0 LQl 57 UTTlE lDl MAGNOLIA JO GAI..L.l* T HGH 1-1/2" TO 'I' 10 51' 18 SAGO PAllIl 15~ JO"X . GI. 240 Ga.JD UGUS1RUII ~4~HIGH UIlJS1RItIl X \1CA1nl J' o.c. 0 we 240 Y"RU' l&lRA lUM CQIlfIACTA ~4~HIGH J' o.c. . LT ULL Y 1I.flF 1 GAI..L.l* URlCI'E SPP. ~ ill DA'1Ill Y 1 CWl.llN HDlEROCAWS SPP. EXIS1IlG 11lEES TO REMAII TO BE RDlO\tD 9ZE QTY. 4" 17 10 7 r 2& 14 12 8" 10 8 8 T 19 3 18 8" 29 10 19 '/' 27 11 18 10" 31 13 18 11" 2& 7 19 1'1' 6 0 8 13" 9 4 5 14" 9 8 3 15" 13 4 9 16" 12 3 9 11" 8 3 5 18" 7 3 4 1'/' 2 0 2 'lJf 3 0 3 21" 4 3 1 'd 2 1 1 24" 3 3 0 25' 2 1 1 2&" 1 0 1 29" 1 0 1 JO" 1 0 1 34" 1 1 0 40" 1 1 0 TOTAL 278 109 161 S'tMIlCL !DI1IKJj NAME D A5PHAL T ~ CONalETE .~=",,". . ElOS1lNC CONlIlllCllS NOT INC1IJIlED IN PROPOSED CONSlRUCllON 7 ~~ ry tl.rrr;;.'" ""=oJ> AMRT.GAWAJ),P.E. YLUa.,A REGISTRATION\\f49416 PROJBCT NAME: HI:HL~S APARTMENTS WINTER SPRINGS, FLORIDA 6 7/23/CYl 611l PREUMTNARY APPLICATION S S/1S/CYl Slh PREUMlNARY APPUCA TION 4 2/27/CYl 411l PREUMTNARY APPLICATION 3 2/19/CYl 3m PREUMlNARY APPUCA TION 2 W5/CYl 2nd PRELIMINARY APPLICATION 1 l/1S/CYl PREUMlNARY APPUCATION No. DATE: REVISION / SUBMISSIONS SHEET NAME: LANDSCAPING PLAN .COPYRIGHT 2001. TRUE ENGINI!!RI & ARCHITECTS, INO Ol!8I(JNER IoIIR1lVmG=IRI!II8I...V ~ IoIBG:ClFIYAIOHT N<<)OTHER flUGHTIltI 11-IE IDEM. [)!SIGNS, MAANGD'ENTB, PLANS AND DAAWINOIl!HOWN leE'" 8lOl UM. tBIDNB,~, PlANS.....D DRAWINGS WEAE CREATED. EVOl.\IED ......0 DEVELOPED FOR USE~. /lH)INCCJNNECTlCINwnH lI-ESfIEOFiEDPRIOJECT THESE PlANS AND ORA'MNGS ARE NOT TO BE REPRODUCED. CHANGEDORCDlID~/JJHYFORMORt.WHRN-4...'l'SOBtR WlniOUTtrIfItIT OBTAINING ntE EXPftEB8 WftlT'T'rN ~1S8ION N40 CON8ENTC1F"""~INDtm!CTS INO NORMIE. THEYTO B! ASSIGNED TO N4V PARTY W1TI-lOUT PlUT 08TM-.a IM)\NNTTI!N PI!RMB:lN otIC) CONBI!M" ARCHITBCfURAL SMY DATE: SfPTBMBER 12.2002 T SCALE: CIVIL Atu PROJECT No: 01-043.00 1 1" =20' INTERIOR SMY SHEET No: LANDSCAPING SMY LOO! DRAWN BY: CSM CHECKED BY: SMY APPROVE.DBY: SMY J I H G F E D C B A ~.~ '\1;( ~~ ~~ ~,~ ..... ~ -:-:-;. w ">' -.: .}; -:- .... N 'U'" y';' ".''''' ."" H"""'" H': . ^' ,,' '> " " > ' >> ' " ' '" v V ~ . v << ' . 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' .... .. .! ~ /' ! 2.xS. lEE / / ,// / / / /' / (1) 2-INCH IRRI~":~ ME1~R// (1) 2-INCH RRtBACKFLO,W i / \ / \'."~,. .../"'" : ....'..... ............... ,>'1;/ ,'", . v ,,1 f .... . ~',,~~ ...;./ . -itf /' . *" ,/ .:- '" ~. ,..,,/ ;:..$ < .~ / m;:' . ./ : ./ ,/b/ ~// , ~~ / ./ ..,.. '''y'''' '" ':/ ' .....l'~.....y'Vq.r::;..,. / h ,/// / /'" t' .............................{~!............ ............. J>> .....1 .................................. ........,'. ~,...., ........, ......................' I: :1 : : ................ .............I~ ~I...'.. .~..... . ............. . ..... . '" ... ~. ;.' .~ '" y . ....,.." ". ~ "",{. "'~,!o'''' ~...... ,. (D~~~'<; : ' '>'" / . \" /// .f<<. //' // \.,:,\ // \. ~ :'\ \: '" \: " ,,\., / / A^" 't ,,J CONlRACTOR TO FIELD ~RIFY EXISTING CITY'S WA lER MAIN ..... ......... " \.\ " ~/., / / > ,//' / / /// ~ // / ",.A ~ / // &V "./ ~~O ?~O~ ~,/// // /" IRRIGATION NOTES: 1. CONTRACTOR TO PROVIDE PERMANENT UNDERGROUND CENTRAL IRRIGATION SYSTEM THAT PROVIDES ONE HUNDRED (100) PERCENT COVERAGE 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 WITH ADEQUATE CAPACITY AND PRESSURE. J. ALL NONREUSE CENTRAL IRRIGATION SYSTEMS SHALL HAVE A RAIN SENSOR DEVICE OR SWITCH WI-lICH WILL OVER RIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. 4. IRRIGATION SYSTEM'S PRESSURE VACUUM BREAKER ASSEMBLY SHALL BE INSTALLED WITH MINIMUM HORIZONTAL CLEARANCES OF 30 INCHES FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS. ;-< " " \......, '\, '\, '::-/ ,,/.. /. ~/ , , ,...../~'~/' ,?,. / ,/,/~>>"/' ....,.....,. , ~ ~ /' // ,/' (...~:~..........: " \~j J~"~:""',':"<"'" ''',.0 :;::~{ .. ~. .;. '!o':J' .,,,/,,,/'" :::~~j '''~i~~{.' /., )1.... ....''';/ "'<~''''::: ,." /' "'. " /' J!f ,/ ,/ /' _/,,,A" ,,/..... 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GUARD POST SHALL BE INSTALLED IF THE ASSEMBLY IS EXPOSED TO POSSIBLE DAMAGE FROM VEHICULAR TRAFFIC. AS DETERMINED BY THE CITY OF WINTER SPRINGS INSPECTOR. 6. lHE ASSEMBLY SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. APPROVED BY THE CITY 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 BITUMASTIC PAINT. 9. THE 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. 13. IRRIGATION PIPE TO BE LAID IN SAND BED AND BACKFILLED. 14. IRRIGATION CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS AT NO ADDITIONAL COST TO THE OWNER SHOWING THE LOCATION OF ALL UNDERGROUND WATER AND ELECTRICAL LINES, VALVES AND BACK FLOW. \ / " .....~...~-//. // / ,// ../ /' ,/' /' / ,// /' ./ ,/ // /' ,/ ./ " ,:' ,/ / ./ ,/ ../' ,/ ,/. ..,..,... ." /' '" '" '" " / / / ,/' ,/ , J ....',..~ / ......./' ~' ,/ ,../ //..... ^" .............. .~... . ,/ ," ~~c$ ~~ ,'/ " ~...' . " " " " ,/ / .... //' " , ,/ " /", / f/ / ," ,., ,/, .........' ..,...-...........' , l " \"""""MH"'/~/"' '" ,/ ,/ " ,/ ......~/ ,>' ....~... ~. ..~..,.~ '. \ J .....,/.~... ,/ " , / ,.// ,.' ,~...~~' ~",.~,' ~,,..,~....'~ - C9~-eJ ,/,,'/""" / ..-.,,..~"-' ~..-...., ~,,.., / " " ", ~"" ~~~' . I I I I I I I I I 6 7 8 9 10 11 12 13 14 15 - El3 ,-,..~"'&.~ Inc. - Engineering 1 Architeeture 1 Interiors 1 Ulndscape ~ ~ I 1836 WOODWARD S1REET. STE, 101 ORLANDO. FLORIDA 32803 ~ ,"0"" ''''') ..".. "'''''''').'''''' - ::::~:: ;:::::ty IRRIGA TION LEGEND SlNBCl. COI6ION NAME Q1Y 0 RB 1804 44 0 RB 1804 ON A RISER 126 . R8 5lXK 28 @ R8 5lXK ON RISER 4- . RSO 2.0 CPM S PE200 2 [MJ 2" IIElER BT 0lHR 1 ----- 4" !UE\( 2 ----- ----- T _ !UE\( ----- T IIA1N UNE (SOl 40) VARIES !iMKl. CIllO NAME D ASPHALT ~ ca<<:RElE . .... .. ElGSlIlG c001lCWS NOT INa.WEIJ IN PIU'OSED CONS1RIJC11ON 7 / ?7 d~~ c AMR. T.GAWAD,P.E. ~~~ RF.GISTRATION to4!l416 PROJECT NAME: HI~H~DS APARTMENTS WINTER SPRINGS, FLORIDA 5 5115/00 5th PREL1M.lNA.RY APPLlCATlON 4 2127 /fYl 4th PRELTMTNARY APPUCATION 3 2119/00 3rdPREUMlNARY APPLlCATION 2 2,{1S/fYl 2nd PRELTMTNARY APPUCA TION 1 1115/00 PREUMlNARY APPLlCA110N No. DATE: REVISION / SUBMISSIONS SHEET NAME: IRRIGATION PLAN oCOPY"J<iHT2001, ~LJ! ENQINIEftSl ARCHITlCTB, INC OEaIONIItHEItDVDPIlIIlI!I8l.Y~HlOl:PfItIQHf/lKJonD. RIGHTS IN THE IDEAl, DESIGNS, ARRANGEMENTS, P!.ANI AND DRA'MNGSaoMtI t-ERBII suc::t-I ~~, ARRNGENENrS. PlANS AND ORA_NQS WERE CREATED, EVOlVED AND DEVB..OPED FOR USE ON,N4D1Il CCHECTICI'Il NTHTlE8PEDFED PRO.ECT THESE Pl.A~ APfD DRAWlNOS ARE I'IOTTO BE REPRODuceD. CHANGEDORCOPtECIN IHfFORMOR""'*ERWHAlSOEVER WITHOUT P1fUJT OBTAINING nil! !X,.,U~SS WIUTlEN FtER"'I98ION AHD COtl!!ENT Of1Rl.l! ~ & AIlI:H1ECTBlNC NOll: ME. TIofEV TO IE A88IQNED TO ANY PARTY WlTHOlJT FlIWT OITAlNINQ SAID 'MWTTIEN P!FIt.IIBIION ArC) 00N8EM' ARCHlTECTURAL SMY DATE: SEPTEMBER 12.2002 I SCALE: CIVIL ATG PROJECI' No: 01-043.00 I 1" = 20' INTER TOR SMY SHEET No: LANDSCAPING SMY LOO2 DRAWN BY: CSM CHECKED BY: SMY APPROVED BY: SMY K J - I - H - G - F - E - D - c - B - A 1 K ~ J f- I - H - G - F - E - D - c - B - A 1 :0 0.0 a 0.0 I I a 0.0 a 0.0 2 I ~~ ~. ~ iii ~ p:o~ ~'" ~,,,,~"''''~''~'~'. .~,.'~ '" ~ ,-.,...,.. ."....J.::,...,..J.....;.. 0.0 0.0 "........... o.~"'" "'-0;1)"'"'''''''''' d . ,..... ........... I 2 \ "'/:::'''''''. \D .'{ ~1 } \ 0.0 \'~"d'/ l \ \ ,;;. .0 3 0.0 - ... 4 I "ox-.Yo '>> . . ~.~,. "Q 10 . 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DA RF-GISTRATIONl/49416 HI~H:~DS APARTMENTS WINTER SPRINGS, FLORIDA ARCHITECJ'URAL CIVD. INTERiOR LANDSCAPING DRAWN BY: CHECKED BY: APPROVED BY; Sib PRELlMlNARY APPLICATION 4lh PRELIMINARY APPLICATION 3111 PREUMlNARY APPLICATION 2nd PRELIMINARY APPLICATION PREUMlNARY APPLICATION REVISION I SUBMISSIONS SITE LIGHTING PLAN .COPYRIOIofT 1001, TRU! !NGIN!!R8 . ARCHI"'!CTS. INO DeSIGNER H!RI!I!Y!)lfIRBI8LYR!!88MiI HBOCPVAIOHT Nt) OTHER "IOH'T8IN n-tE IDEAl. DEIIONS, M"N4G!MENTI, PL.>>I8 NolO DRAWING'~ HIIII!IN lIlJC:ti~D8ION8,~ PLNIS AND DRAWtNQS WERE CREATED, EVOl'IED AND DEVELOPED FOR lJSE ~ IH>IN ~ Yomi lHE SPEtJFB] PAO.B;T THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGEDOA COPIED IN If('(FORM OR WiH'ER WHA'lBfJE\Ut A WITHOUT FIRST OII'TAINING nlE DPRE8!I WRITTEN PPiJllIUION N4D CON~C#""B<<1""aNllCH~ Ie. NOIIlMl: THEY TO BE A881GNED TO MY PARTY WITHOUT AOST O8T_ UlDWlmENPEJUB:l< 1Hl00NlENT 5 SIISf[J2 4 2rmrn 3 2119/rn 2 2JIwrn 1 11151rn B No. DATE: SHEET NAME: SMY ATG SMY SMY CSM SMY SMY DATE: SflPTEMBER 12, 2002 I SCALE: PROJECfNo: OH143.00 I SHEEr No: 1" = 20' LTGl