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HomeMy WebLinkAbout2007 Bristol Lakes/Sebastian Village Preliminary Plat & Construction Plans (Box 10 #17)1 � � LOCATION � MAP. DRAWING INDEX - � SITE DATA SHEET DESCRIPTION ' 4 tl 4APPLICANT: SEBASTIAN VILLAGE, L.L.C. 1 COVER SHEET 190 CONGRESS PARK DRIVE, SUITE 180- ,• ,r MH 2 KEY SHEET / SITE DATA DELRAY BEACH, FL 33445 3 EXISTING SITE CONDITIONS N (561) 274-4210 `!ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. 4 POLLUTION PREVENTION PLAN 1717 INDIAN RIVER BLVD, SUITE 201 5 PRELIMINARY PLAT PLAN VERO BEACH FL 32960 - (772) 770-9622 6-8 PAVING, GRADING &UTILITY PLAN 014 9 PROFILES SURVEYOR: DAVID M. JONES R6 LA 37 LA "-= 3899 39TH SQUARE • ...� 10 SITE PLAN VERO BEACH, FL 32960 (772) 567-9875 11 LANDSCAPE PLAN y . 1 3 2, 1 MISCELLANEOUS DETAILS SITE LOCATION: NORTHEAST CORNERyOF j` C.R. 510 & BRISTOL STREET 14 SECTIONS SITE ADDRESS: BARBER STREET 15A & 15B SIGNAGE & PAVEMENT MARKINGS DETAILS & SPECIFICATIONS VICINITY MAP.. TAX I. D. NO'S: 20-31-39-00007-0000-00007.3 16 IRC MISC. UTILITYDETAILSHEET 17 IRC WATER DETAIL SHEET •- -- • `'" ''""F'a`rt «' Y�' �- 18 IRC SEWER DETAIL SHEET A., ! ,,, 19 EXISTING LIFT STATION -REHABILITATION /MODIFICATION ATTACHED TREE REMOVAL PLAN 77 -77 �- AERIAL .. '. :.:.. �;�:.., :::_: ♦ SURVEY f LEGAL DESCRIPTION . . . .... ..... ... ....... ... • i. `i '. `'� ; Rm" ' t `' r' ': 'y:. •` • • COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, THENCE NORTH _ ' •' "' = ' `" '�' • • • 00 DEGREES 33 MINUTES 15 SECONDS EAST ALONG THE EAST LINE OF SAID SECTION 20 FOR A DISTANCE OF 1298.48 FEET TO THE NORTH LINE "..:.;; :i.;.`•.c:v:r:y�! "'�"' OF THE SOUTHEAST QUARTER OF THE SOUTH EAST QUARTER; THENCE SOUTH 89 DEGREES 18 MINUTES 21 SECONDS WEST FOR 1324.74 FEET TO . . , , . • . , , ... dh,,,,, ,,,,; •,,,, . •. • • r - � • � . � +� � �'� � THE WEST RIGHT OF WAY LINE OF BARBER STREET (HAVING A 80 FOOT RIGHT OF WAY) AS SHOWN ON THE PLAT RECORDED IN PLAT BOOK 14, • � PAGE 97, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 0 DEGREES • • ,: : 13 MINUTES 13 SECONDS EAST, ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 264.04 FEET TO THE POINT OF CURVATURE OF A CURVE, • ♦ CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHWEST ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 68 DEGREES 00 MINUTES 00 SECONDS, A DISTANCE OF 237.37 FEET; THENCE SOUTH 67 DEGREES 46 MINUTES 47 SECONDS WEST, A • '• • ••' `•• ••ruK �. • "' • DISTANCE OF 232.68 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 3608.37 FEET; THENCE SOUTHWEST ALONG THE ARC OF SAID SITE • • • • • • • '"""' �" '� ` CURVE, THROUGH A CENTRAL ANGLE OF 2 DEGREES 14 MINUTES 43 SECONDS, A DISTANCE OF 141.40 FEET; • . • • • -'m -- - ... ... THENCE SOUTH 65 DEGREES 32 MINUTES 04 SECONDS WEST, A DISTANCE OF 666.04 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE ,' t ,• . • , ' •• i � x a -, �''°ri.;�'`.'?'"'';: TO THE NORTH, HAVING A RADIUS OF 476.87 FEET; THENCE WEST ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 23 DEGREES • ..; r.;:,:::.' ; ..:': 58 MINUTES 55 SECONDS, A DISTANCE OF 199.60 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 59 SECONDS WEST, A DISTANCE OF 70.19 FEET, • •• " ,• �; '�" "'` "`` TO A POINT ON THE EAST LINE OF THE PLAT OF SEBASTIAN HIGHLANDS, UNIT 17, AS RECORDED IN PLAT BOOK 8, PAGE 46, ALSO BEING THE _• WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20; THENCE NORTH 0 DEGREES 31 MINUTES 44 SECONDS . • WEST ALONG SAID LINE, A DISTANCE OF 589.98 FEET TO A POINT ON THE SOUTH LINE OF PALM LAKE CLUB AS RECORDED IN PLAT BOOK 13, PAGE 47; THENCE SOUTH 89 DEGREES 40 MINUTES 38 SECONDS EAST ALONG SAID LINE, A DISTANCE OF 1332.37 FEET; THENCE NORTH 0 ¢ .: : ' : • • ' 'DEGREES 05 MINUTES 58 SECONDS EAST, A DISTANCE OF 330.63 FEET; THENCE NORTH 89 DEGREES 18 MINUTES 21 SECONDS EAST, A DISTANCE • • •' - OF 10.99 FEET TO THE POINT OF BEGINNING. •"' • • • • • • • ■ , • : . . • �` � of11f A1![ YOtf IIEIt IMNf r••'. ,•*rte • • • SCHULKE, LE STODDARD, L.L. CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 ENGINEER CE ON: RIVER BLVD. SUITE 201 VERO BEACH FLORIDA 32960 ",A" 2 5 z 1717 INDIAN � 'DATE:' ' 770-9496 EMAIL info@sbsengineers.com . REG. No 47048 ❑JODAH BWBITfL�LP.E. E REG. No 57396 TEL772 / 770-9622 FAX 772 / 0 WILLI P. STOGDARD, Ph.D., P.E. REG. No 57605 I, 0 01 III I Z Z I PALM LAKE CLUB - PHASE II T I,I� IRONI PLAT BOOK 14 PAGE 10 /SE ROD. 909 C F' IIx i � � I I 'BEN+.HMARK 2 EDGE OF PAVEME 0S. E ET�S 5 10 7 WNL Ma 9 9 FM PM M0 _ TREASURE CLE - 60 PRIVATE RIGHT OF WAY -15" RCS_#mmXr vim I I - xaex PL E1FU15 I tNm PRIOR TO TFgM WD a�cITU m "a� I R 0 N ' • xaax PL YXIPA" OF AN( n. 17.o r•T �� wTtRUL vaa FBM . lams P.L rrt�. t ROD & 3909 CAP _ _ 1r/ > ,sx cu fr lamx v- �i lata+ PL (TYPICAL) / - - - -- --- , zm -ate S 89036 27' E 1332.95 D TOP of BANKf-'� --��^+7- ►-�*-�-�- I/JVERHEAD LINES - - - -- x' smaD� - - - - - - - - - - - -- - y .. z - -TRAGI- � - - - - - - - - - - - - - - - - - - -- - - - - 171 P••:•• .'.r1 I': I - ��T� - - � / J. - - . LE T / -.s-_+ OAK HAMMOCK D!AINAtit / TRACT B5 DRAINAGE SE ANHOLE -% / / TRACT D / TO REMAIN = 20.59' ELEMENT / II I DRAINAG EASEM7 / / WETLAND UPLAND z' EASEMENT N IINV - g. C 5 1 / //i / 1 / -1 I V 0 2 l I ��' / 9 CONSERVATION EASEMENT 0.62 AC B - 9.04 4 3 2 1 .43 AcY � _ ' . a ?� 1.20 AC �/ \ 1 __. r ' ' s 60 96 I, 1 Q I mil I \ \� .• ,..,, .'.�` ,•,.+\ i a a Ia ,It \ i�}; �i-\ � / �/ / a �.,-� ,( ���:, ,%:.•. \.;... ` .•'P 1 •• / j / STATION 57/ �sTE i I.^,.\ ,~�• _ ? - / � ..r�R..': / / � INV 77' 178 cb PRELIMINARY APPLICANT: SEBASTIAN LANDINGS, LLC. TRACE 2875 NE 19TH STREET (I / / �o \ \ \ / } �• ` hh ; ;, , / ��� \ / �IN / / AVENTURA, FL 33180 / / i / / w I i / , ^ rr :, N. / /i ENTi / (954) 579-0477 I/.... h ftp• � .� r.:•• / ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL 32960 -� I 'S ���• �?j :`� � �'r"• / / /i, // (772) 770-9622 oTRAGTII / SURVEYOR: DAVID M. JONES -ice I i I \ , g •�� . ,�'.;%•','�.; \ .'.•p.•�,_; �' / / / '_ 3899 39TH SQUARE �NT / VERO BEACH, FL 32960 0.2VC ( ) 772 567-9875 SITE LOCATION: NORTHEAST CORNER OF BRISTOL STREET AND BARBER STREET SITE ADDRESS: BARBER STREET oI I TAX I.D. NO'S: 31-39-20-00000-7000-00007.3 (10.98 AC) STATEMENT OF USE: 6 24 _ / MULTI -FAMILY TOWNHOME DWELLINGS (15 BLDGS 84 UNITS) AND AN IrdACCESSORY RECREATION FACILITY (BATHROOMS & POOL) X- %r^+� i ' �'..'' Y TRACT I / / / / PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION % �, /' /DRAJCT I ��� /�) - E ETS 5 0 6 DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES I 1,1 FM ,O � •`` 6s� �-' �ASEM� / / / / MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE of Am / / _ . / / GROSS AREA: 10.98 AC. arms -�"� 6l /,z` •� / / / / / 0 �AC/ i PROPERTY ZONED PUH -MH: 0.08 AC TACT C - UPLAND R/W TO BE PURCHASED BY IRC: 0.00 AC R/W TO BE DEDICATED BY IRC: 0.00 AC o CON IERVATION EASEMENT _ �' - / / / / PARK PLACE - P _ A T 1 TOTAL DEVELOPED AREA: 10.90 AC I I Laff C_ _ / -E3' ' / / CONSTRUCTION SCHEDULE: OlSERNA710N _ _ PLAT BOOK 14, P A ') 9 5 / / DATE OF COMMENCEMENT DATE OF COMPLETION 4W _ / AS: 9/07 SITE AREAS: BENCHMARK N �,*, W f RS MERE /� , AREA$ TOTAL _r GROSS AREA: 478,420.53 SF 10.98 AC LESS AREA ZONED PUD -MH 3,689.12 SF 0.08 AC R/W TO BE PURCHASED BY I.R.C. OR C.O.S.: 0.00 SF 0.00 AC i V V n D D N i N v t t� L L n s- 3 0 n j b N n c 0 G tj V) c .0� 3 0 n 33 V) J 9w R/W TO BE DEDICATED TO I.R.C. OR C.O.S.: 0.00 SF 0.00 AC - NET DEVELOPED AREA: 474,731.41 SF 10.90 AC E ETS 5 10 8_ DWELLING UNITS: 84 UNITS DENSITY: 7.71 UNITS/AC TRACT A (COMMON AREA) 175,440.46 SF 4.03 AC LOTS 150,834.54 SF 3.46 AC STORMWATER EASEMENT TRACTS 87,030.65 SF 2.00 AC CONSERVATION EASEMENT TRACTS 61,793.28 SF 1.42 AC TOTAL 474,731.41 SF 10.90 AC SITE PLAN SITE DATA: GROSS AREA: 474,731.41 SF 10.90 AC 100.00% KEY IMPERVIOUS AREA 208,101.70 SF 4.78 AC 43.84% MAP - BUILDINGS: 84,367.81 SF 1.94 AC 17.77% - CONC. WALKS, DRIVES, ETC.: 45,799.11 SF 1.05 AC 9.65% - PAVEMENT & PARKING: 77,934.78 SF 1.79 AC 16.42% OPEN SPACE 266,629.71 SF 6.12 AC 56.16% - LANDSCAPE/ GREEN AREA: 234,830.44 SF 5.39 AC 49.46% - WATER AREA: 31,799.27 SF 0.73 AC 6.70% PLAT S�TE DATA PROJECT LAND USE: TRACT A - COMMON AREA, SUBJECT TO ACCESS, UTILITY, AND DRAINAGE EASEMENTS NOTES: PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME 1N TRACT B - CONSERVATION EASEMENT 1.) TRACT C - CONSERVATION EASEMENT ZONING TRACT D - DRAINAGE EASEMENT PROPOSED GROSS E - DDRgAIINNAGGEE EASEMENT WRITING IN A FORM, ACCEPTABLE TO THE CITY �T�RAACCTT DEVELOPMENT PARAMETERS T TRACT H DRAINAGE EASEMENT TOWNHOME LOT _ TRACT I DRAINAGE EASEMENT LOTS - 84 TOWNHOMES MAXIMUM DWELLING UNIT COMPUTAMN: RM -Q ZONING: DENSITY: E.B.RA. UNITS RM -8 X 8 UNITS/ACRE x 10.90 87.20 A. TOTAL DWELLING UNITS PROPOSED: 84 B. DENSITY PROPOSED: 84/10.90 = 7.71 UNITS/E.B.R.A. SQUARE FOOTAGE GROSS FLOOR AREA BY USE: GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION A. RESIDENTIAL USE STANDARDS: - MINIMUM LOT DEPTH: USE BLDG (SF) LAND AREA (SF) 1. MULTI -FAMILY 4,013.87 (4 UNIT) 7,575 SF (4 LOTS) 6,008 SF (6 UNIT) 11,325 OR 11,929 SF (6 LOTS) 2. BATHROOMS/POOL 947 SF OPEN SPACE AREAS: A REQUIRED: ZONING OPEN SPACE AREA- TOTAL RM -8 40% x 10.90 m 4.36 AC B. PROPOSED: OPEN SPACE: 56.16% (6.12 AC) C. WETLANDS: THERE ARE 1.11 AC OF WETLANDS IN 4 ISOLATED WETLAND AREAS. 0.74 ACRES TO BE FILLED. 0.37 ACRES TO BE ENHANCED. 0.34 ACRES OF NEW WETLANDS TO BE CREATED. EXISTING SITE CONDITIONS PRESENT CONDITION: UNDEVELOPED. VACANT FLOOD ZONE "A" & "X", AS SHOWN ON F.E.MA. MAP NO. 12061CO079 E, DATED 7/2/92. SOILS: SCS SOILS MAP "MYAKIW, "ARCHBOLD", AND 'QUARTZIPSAMMENTS" TOPOGRAPHY: VARIES 19.0 TO 26.0 (UPLANDS) PARKING/TRAFFIC CIRCULATION: - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE ONE CAR (10' x 20') GARAGE AND ANOTHER PARKING SPACE WITHIN 150 FT OF THE TOWNHOME UNIT. - TRAFFIC CIRCULATION: MINIMUM 40 FT WIDE PRIVATE ACCESS EASEMENT WITH MIN. 22 FT TWO WAY ROADWAYS SHALL BE CONSTRUCTED TRAFFIC: THE SITE IS ESTIMATED TO GENERATE 512 ADT, BASED ON 6.1 ADT/UNIT FOR MULTI -FAMILY, (I.T.E.) CID N M to \ Z F- W "- W a a 0 0 ZiZi Lo N a d 12- NUJI (n vW) (n �l cn 5 5 5 p p W W W p p Q N n d to H- Z 0 to U p I o \ o � W z W � _ z�N>� roa =C�f-W 041}1S_-N� I -W W�V�m3�W �WO�1-2 J�SNw 3��Foos"d� sZWJax U' oW==S�WwZ3oa, wo�=ww_�owira a�3 .iwN iwna V z E J )0 CN Q � Q � 0 O W J cn z�u� Q 'o_ �. Co () 10 0 Z o Q ❑ WoW_I o m Q O z��W W o �NOG7 06 ZoNrn = W O W <�� J CDLL- U)N F_ W o > ZQJ� LLj jN W �cy) J j Qo Z 2511- � ti ti U �- �W v F- L LJ W V) W ile PnOJECtr NO. J q5 -P28 GENERAL NOTES: PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME 1N 1.) ZONING PROPOSED PROPOSED GROSS WRITING IN A FORM, ACCEPTABLE TO THE CITY DEVELOPMENT PARAMETERS RM -8 TOWNHOME LOT PROJECT SITE ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, - MINIMUM LOT SIZE: 1,875 SF 1,875 SF 1,875 ft AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO Z - MINIMUM LOT WIDTH: 25 ft 25 ft 589 ft GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION 0 - MINIMUM LOT DEPTH: 75 ft 75 ft 1,332 ft OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL - MINIMUM YARD SETBACKS: 2.) MINIMUM FINISHED FLOOR EL REQUIRED C� - FRONT: 25 ft N/A 25' (WEST) IS 23.50' N.G.V.D. W _ - SIDE: 10 ft/15 ft N/A 24' (NORTH) MINIMUM FINISHED FLOOR EL PROPOSED FOR THIS PROJECT VARIES \� m - REAR: 20 ft N/A N/A FROM 24.5' TO 24.7' - MAXIMUM BUILDING HEIGHT: - MAXIMUM LOT COVERAGE: 35 ft 35 ft 35 ft 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED. _I Cn - BUILDINGS: 40% N/A 17.77% 4.) THE SPEED LIMIT FOR BARBER STREET IS 30 MPH, BRISTOL STREET - IMPERVIOUS AREA: 60% N/A 43.84% IS NOT POSTED - MINIMUM SEPARATION DISTANCES: - BETWEEN RESIDENCES: 15 ft 30 ft 30 ft PERMITS REQUIRED: 1. CITY OF SEBASTIAN LAND CLEARING /TREE REMOVAL O N - MINIMUM OPEN SPACE: 2. PRELIMINARY PLAT APPROVAL 3. CITY OF SEBASTIAN S/D CONSTRUCTION PERMIT N - LOT: N/A N/A N/A 4. CITY OF SEBASTIAN SITE PLAN FOR SEBASTIAN VILLAGE V - PROJECT: 40% N/A 56.16% 5. CITY OF SEBASTIAN RIGHT-OF-WAYO - MINIMUM R/W WIDTH: -- -- N/A 6. CITY OF SEBASTIAN CONCURRENCY :3= Z 7. CITY OF SEBASTIAN TYPE 'A' STORMWATER PERMIT m Z; 8. I.R.C. UTILITY PERMIT 9SD EPERANSERC((ECNO)) OR MODIFICATION TO EXISTING PERMIT 0.F S.J.R.W.M.D. DEWONNTIOPEMIT O PARKING CALCULATIONS: 11. FINAL PIAT APPROVAL (-- REQUIRED: 84 UNITS x 2 SPACES/UNIT = 168 POOL & BATHROOMS (HEALTH CLUB) ` J 2 SPACES PER 200 SF TOTAL REQUIRED =1 = 169 PEAK STAGES PROVIDED: GARAGE PARKING (10'x20') = 84 CEEnCARON STANDARD PARKING SPACE = 73 STORM EVENTS OMSEPH W. SCHULKE HANDICAP PARKING SPACE = 1 FL REG. No. 47045 COMPACT PARKING SPACE = 25 2.5 YEAR 10YEAR 25 YEAR 100 YEAR ❑JODAH 8. BITILE TOTAL PROVIDED = 183 1 FL REG. NO. 573 21.30 22.12 22.62 23.16 ❑WIWAM P D - NO. = 5 \ ` DATE: 1 I 1 9 297 SHE T PnOJECtr NO. J q5 -P28 1\05-028 )ones Constr - Bristol Lakes\05-028\dwg\Civil\Construction\05-028 CONST 4.dwg, C-2 DQSTING CONDITIONS - 3, 1/15/2007 9:53:31 AM, weato, 1:1' . > r 9 l 10-I .2 9>(RS� — — A y"�1 XI 1VM X3 1VM X3 1 2 acs sr6' X ) 16 Imo` �- 5 S9 )12 R Ix R I 9, ) X— )(QJ� u x�� �S Ru' X2 X8� °�►Q _ .O . 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BRISTOL LAKES EXISTING CONDITIONS CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING • ENVIRONMENTAL PERMITTING TOWNHOUSES & SUBDIVISION PLAN CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com \ THE DRAWINGS ARE THE DRAWING 05-028 PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR DESIGNED JWS WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR DRAWN WJA USE FOR OTHER PROJECTS IS PERMITTED ONLY BY WRITTEN CONTRACT WITH THE CHECKED JWS ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTED SCALE 1 "=50' PURSUANT TO THE COPYRIGHT LAWS. ' DATE 2/16/2005 MARK REVISION DATE 1 REVISE PER SJ COMMENTS 3/29/06 2 ADD TREES 8/10/06 3 ADD EXIST. 20' UTILITY EASEMENT 10/24/06 r I rl p North t r- GRADE TEMP. SWALES TO PIPES PIPE EQUIR D. AT LAKE K. -TEMP. BERM GRAPHIC SCALE ol so too 25 200• SECTION A n 4' IN FEET ) i inch = 50 ft. CONST. FILTER FENCE SEDIMENTATION CONTROL BARRIER AT DETAIL LAKE CONSTRUCTION PERIMETER OF UPLAND AREA AND ADJACENT TO �N I I CONSERVA11ON AREA. FENCE MUST BE INSTALLED BY HAND TEMPORARY EROSION CONTROL r °'� _ r� • �°� I I •"'z"�4 PRIOR TO CONSTRUCTION. AS A FIRST STEP IN EARTHWORK, THE PERIMETER BERM SHALL BE CONSTRUCTED, STABILIZED/SEEDED TO CONTAIN ALL SURFACE RUN-OFF WTLAND 3 CREATION ." y ON-SITE. 0.33 ACRES SEE "iPF(LAND PLANTING PLAN ' L;f' L,� I<; L j --- IP- i -j r,': } 3. EXCAVATE CREATED WETLAND AREA, Xtx,- `r BY ENVIRONMENTAL CONSULTING LAKES 2, 3, & 4 DEWATER INTO +' f ._._ , '. , �..�j z..- i �-i-, - i , �� I� I .� SETTLEMENT ASN B by XR X ..� \ n v Y `V •RCDP INC. ) I `� -- - �� 1\F3E&�ARK #2 E �....) W- �tCjt �� �� X• ? 7� ��-Cr - _.__._..._.._ _._. -.'�' If i /,,;ry�•....� S.J R.W.M.D. WE !r ND � :. ....,,,.._ ^� � X o .'''\;�'• ,``' ,;..... 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DISCHARGE INTO EXISTING SWALE I W /`.%\ / �(`•,/ ".` r i < / \ `..d rS / % /, �q / r /.rte ;-,•.,,eE✓..�, .•/ �N! r F 'MINIMIZE F 0lT jN10' \ ,�; -._ •> c� �- ' I �r i 3 v� `�+,�� /� /i `_,/ V / +//` iu?k� r i i i ".- 'r/� r/ r7% , I / ,,^� , `\, •, `\ % X / ./ / , `'�,�=, v n ,\ ; , .1.f,` wk[LAN�\•y\ �` / ,,� ,, � - '''` , ;'� � ', �` �t -LAKE �r r`�.'� �„'•- cx� E 9 y ' \ ,{., ��, l `;� \,,�, a�,, 1 c r .-. --' rr ( r ;�: GRADE SWALE AS NECESSARY i I f' � \ i `\•a � � � ('1 -•'/ / / � / . / \ \c� \ \� f , ''�- 00, r; / r /i ..a" ,f-~ .r•� �.' 2 "X18'C.M.P. . / < l \ \ . \ ,,,/-' ;-" __`' =� i f a TO ENSURE NO DISCHARGE - m's\<G� /' ,� ` ,�,s \ ,�\ ` / ` /lr •. +•.:' \ E `, •t t . e` ��\.. ,-' i - •, .,: c'r r OVERTOPS E.O.P. OF BARBER / i J' \\ 's..;_ -: `.x- ,� .•.._•. i i„%' ;,V' .-�� r).j €y --•y _ I X r •\Xr r 4 \ \ / (-moi+:- \i Y <-s .r f� /\„ , `• <\�/ 1°� �j�\\ \ / ' // f j : \ ��.�. k: sKk `;�._.: - s /.' ,�� r/- /- \\ DEWATER DISCHARGE -F10W °r STREET yy / ,. /s`,; / �� ; \, \t ; -; / .-, r �3 nt ^\ .�` -�ryr ° ''' �a�`"r \\ THROUGH SWALE AND INTO 1 r / / \ 1 \ / `.> q ` �'' \\ •� \ ,/ ` r'= Tai, EXIST. 22"X13" j a / ' i` i . / x �N� TE�E M EBF. 0t.:: IE �• \ / , -;' �r E. C.M.P. \\ EXIST. INLET .� i ,�\' ` V rq ✓r 7 TOP h3A.JK \`� y ` ! . J3. \ ` /� n r�.^�,/�,r^� %X ' �� I t ' !, / \ C.ry• ..} / / /� i'\Y' '!da �,..- / \ 7�\ / ` ! \� / i. . R '! -" .i' s \, ; \ > D IVATEIR INT`0 4 \_ / E/' 4 V n , / my \ , / /, x T r /, ,'}� J� / , ,, > / r v''• a r - / ti /% `' r t >y tX , ` / /;. % / ' -' r: '• / r ►'; ,i f :' Elf'NL /�" DISCHARGE TO PARK PLACE '(J� �` \, / HALE BALES ADJACENT STORMWATER SYSTEM / ('3 r/ r�'\��/ / `\ >/ / /�\ ' / �.K"i '• ter"•/") J •4� y -'.:j .'`." • ! ; y_.,. , : \ i / , ` /./`� y � , � •\ ,/ . ,'v' ;.' ; •,,• r " ,?' ,-"v:• ` , � ` ,t). >✓ 'V y\ . ��� , . .,,.. i ,i 'rr• ,.,.,/ r. 1 J _ �{•ij" Ijr / A�\ �,d ,%�.✓ `` i , r \ , /j / r r ri % r /t V �yrr",„�, i TO EXIST. INLET ry •/ / �` '\ / ,�' " l,' j l ',... _ `\ '^� / / X r/ \ /r0 /' ,s'F+ ' % / ,. / tar rrV / r <' . I /\ f , / C, ,,N -\l r� 4' ^ ,i /i,/' ..!• / , •"•-,-}"^ - r i ./ " Ei" ^ / n ' I� I•.xp,.Y ` ' �43'� .I / / /., ^^._ s .•r 7S) r; ;;• .r L. ;n Dc 9,+ 4f'' f ' j i i �7 '� / / ' / /' ,4 ' • `\. \ `\� N�` J fes\ / ` X / /,i / , i °C3.••':/'r•�'/ '-'rrK" f Ix ' J `t1A t,' `fir\/ •� , , .: -•'" �':. ...�- <_ :. K €n �` ! i ' I`K ;, %, \ r % ' f/�,✓ '! ` \\\\��'i ,; .•.'�`� ' ? . / / ; /. ' / �/ ' ,G''� j'/,,t,i�r r .,,r'..�` - //"r „•:y_,. ti, !,r``- _/ >< ' d' j / / _� a `` / _ / / / i • , .. --' X qcam' z% I i I � I ,, `��4 / / ,( \ h rsv � �, f. i 1 1'-A � \\ `\ Q•; `..... 7Qa♦ � %`` , �� N/i� / / // /•` .i�I '•'i ',.� ° j{.,:J'..� ti 1. CONST. FILTER FENCE SEDIMENTATION CONTROL BARRIER AT `\ 'i•} \' i' / \ 1.i7 ;�/Y�.. Y / xy .� r'' `�/ .-! i ' / rC) X ./ 1 ry O �_� , I I I I /111 � �\\�;,\ / / / \ v iiff•• ', , ,rr.-,. Zt��` \ L;F �,\ `,� � / _ �. ,� r.." v. L•' //�" f' -''r'' % .,G'` r~ PERIMETER OF UPLAND AREA AND ADJACENT TO - `', >•, ' �\ % l /, - r�" CONST. TEMP. CONSTRUCTION . - . % % 2z / CAA��=Al1' k1KE$: �b - 4 > `� •" t \ ✓ x '� r/ CONSERVATION AREA, FENCE MUST BE INSTALLED BY HAND I c� .,;\ / n /N,/ �y= F i , ' T, \ ti, ; .,; r , , ..: J - . r GRAVEL DRIVEWAY SEE DETAIL ..F: € > � �r ,:� .r,:: �;;., fi 60NS1,T RENS �.:> - j r [��AINAC�5, x \"�• \ \ `ted / �~ -\�� / , .% `Td ✓ L/ii1L `\ / / rr• y + `af/n %\ \ ���, �,; / %.; ... X i. r SHEET 12 PRIOR TO CONSTRUCTION. AS A FIRST STEP IN EARTHWORK, I ; n . L• ti� ^ r.,t, c> ��: > Q, , �:\, y �' S,,fiO C�3NTROL \ � , i xf ' , , / r'� =_. r r,' -ASCMENT- �= l m , I ,, �', y /\ ', , 7k - ; . �,c' • .1 THE PERIMETER BERM SHALL BE CONSTRUCTED, ! ac i :+, X x �':'n` / 4/ y4f,, J ad ! U ` \- ` ` "''' \ '� ^ / t i./' ,r•Pi- ^. - ('T) t�..• A (` rV' b `\/�, •\ --= y y' : Y.-%"` r ' rr• r rj7 L7 hlti r ' STABILIZED/SEEDED TO CONTAIN ALL SURFACE RUN-OFF -__-� ! S ! I : `i�,// �` \ i r/\v /r,` : q 4 'y X. ' \ \ \• /" . ,y / f i.r'..x, i`l �.- ;'--fON-SITE. �, I I i' ./ \,\ ,\ �`\ *\ �fl /: \ , / •�e` ' - / / i l . EXCAVATE CREATED WETLAND AREA =' LAKES 2 3 & 4 DEWATER INTO q2X. - - SETTLEMENT BASIN v , 4 - I � I i /�'/ x `vh \ . V\ \,, i; ,. • \,� �\�v / �`\ % / r d=`v' �"/ / , / \\ .�_ ~ .c'-._._ r/ � LY'! , � t' a�}T;� J/ ; 4. I DEWA /I CAKE /4, 'C` NOTES: �� , f UU '' \ '- �k / fir' �'}ri - �� « r 1. SILT FENCE MUST BE INSTALLED BY HAND PRIOR TO ANY CLEARING AT t5' << •.. X 11 n F r r / o .tea ' r <, x"1 rE ^�r� % P 3• EXCAVATE CREATED WETLAND AREA, ROJECT PERIMETER AND AT PERIMETER OF WETLAND AND UPLAND Ls-'' / LAKES 2 3 & 4 DEWATER INTO 6 \ ;/ �� ,., " r / r x /`� /' CONSERVATION AREAS AS SHOWN. I t \ / �// !'"/.J/ r i SETTLEMENT BASIN TRAd 2. EXCAVATED MATERIAL SHALL BE PLACED IMMEDIATELY, OR STOCKPILED r /) air ' �.- a;, M v AT LOCATION OF (BUILDING/UNITS 1-6) OR (BUILDING/UNITS 43-54), 'i/ :.� ���Z \d rr n l`..4j�1-•' �/'" DRAIWE ` " /u -,rte i aG / �\ @:,>x : \ `/ MATERIAL SHALL NOT BE STOCKPILED ADJACENT TO WETLAND �y c [p(r r PRESERVATION AREAS. r'vCj�f•. /k i r: •, = -r - ^nO i rMSEMrt 3 T rn p� X �/��\ 66' '�/ '�'/ i ' r,i ' `; -- = rx"✓ � -0 r2 ACx'' ,-0 ' 3. EQUIPMENT SHALL BE PROHIBITED FROM TRAVELING OVER THE WETLAND O I I I / L 1 6S _ '� v /,y "� OR UPLAND PRESERVATION AREAS. THE WETLAND CREATION AREA MUST _ r f TAC ` UPLAND >' ��$ �� �. �- ,-X, ,�� / atr / I J / \`./ a i/ '� BE EXCAVATED AND GRADED PRIOR TO EXCAVATION OF TRACT E LAKE vr?t nv ;G®N9E6ATION EASE I NT / _ - tL- ,, - Y,. ''"'rr / x'" / r- ^, , t --. I y . r3i Y J' _ \ rI./ f, o"�' �.,. ••'"; �'' r• n� r ✓�• - `/ i /r/ J /~:: i `. , I %'i t\J --- a -y LAKE 2). ` x X� -0.22-AC ' , -- - ` �� Yr.,fL•,-�� 4. A SPLIT RAIL FENCE SHALL BE PLACED AT THE PERIMETER OF THE '_ ` � • : %'�" ,a f - x" r D ; ` r`� ? �� �I %i (� v ' -, TWO(2) CONSERVATION TRACTS PRIOR TO OCCUPANCY OF ANY 4, I , - h _ ,�r�1 �,� � RESIDENTIAL UNITS, SEE SHEET 14 FOR GRAPHIC DEPICTION OF -J--X � ,��, --' r - LOCATION: ADD: ONE SIGN PER 100 FT (SEE DETAIL) SHALL BE PLACED '�--...__._..,. ___..... ' - rte• r r ALONG THE SPLIT RAIL FENCE. r/ H_FM DKK 41 .':1' - i` ,;:P % 5. STORMWATER KE 1) SHALL BE TO - ..' - X `' a /r'rl W 4 A TEMPORARY TDEPTH OF L19 0 FT NGVD AND THEBANKFILLETO EXCAVATED (ri....._._.__._........ ._ _ LL SERV S A ?; ELEVATION 23.0 FT, STABILIZED AND SEEDED THIS SHA E A __x -��,�- - '-X�;+''`"--'--------M`✓ __•�a=•'" "�-�- •;!•-,1URISDICIONAL LINE APRIL 2005 0.22 AC SETTLEMENT POND FOR INITIAL DEWATERING ACTIVITIES. 4� ` r 6. SEE EROSION CONTROL DETAILS AND ADDITIONAL SPECIFICATIONS ON y' _ y-_._.._.....__ X YtAT '- �X 4� � � • I � t .. _.. ,teat � SHEET 14.- A -J L..J m Q tV) (D v) / LLJ V / � � o 0 I- ENGINEER CERREMA710N` JOSEPH W. SCHULKE FL REG. NO. 47048 [D JODAH B. BITTI_E FL REG. NO 396 ❑ WUJAM P TOO 0.57 DAN 2 5 + j� HEET 4 J ` 0P-020 / 0 N U) w 0 z � J a 0 F o 0 a I W U) 5 W OD N to 0 0 N O � to N 2 W � tZ9 z W 3 U O O O U 2,�4y0� aQZwp�ysi Q=0 0oWo=1:11�s �W22�44j Z3�tp�L Do. /\ /01 bQr z E J 0) M L a� C -J Q •- C w o a) to LJ_ cn Z J Q O Z 00 Q 0 w 0 W -•1 O m Q O j W W WQ O > 2 0 N0) W Ir W-) J I._ u)N O w0�~ Z 0 mJ� LL_ w � � 0 W > N V J Zo Qti ZN U u fl- tW- -J L..J m Q tV) (D v) / LLJ V / � � o 0 I- ENGINEER CERREMA710N` JOSEPH W. SCHULKE FL REG. NO. 47048 [D JODAH B. BITTI_E FL REG. NO 396 ❑ WUJAM P TOO 0.57 DAN 2 5 + j� HEET 4 J ` 0P-020 / 2 CL Ln M O N_ I` z UJI a M U 3 a z 0 r r O SET PRV. I BRISTOL LAKES TOWNHOUSES & SUBDIVISION - PRELIMINARY PLAT SECTION 20, TOWNSHIP 31 S, RANGE 39 E - CITY OF SEBASTIAN, FL LEGEND LEGAL DESCRIPTION COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA; THENCE NORTH 00 DEGREES 33 MINUTES 15 SECONDS EAST ALONG THE EAST LINE OF SAID SECTION 20 FOR A DISTANCE OF 1298.48 FEET TO THE NORTH LINE OF THE SOUTHEAST TRACT A COMMON AREA - 4.02 AC -SUBJECT TO ACCESS, DRAINAGE, QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 89 DECREES18 MINUTES 21 SECONDS WEST FOR f 1324.74 FEET TO THE WEST RIGHT OF WAY LINE OF BARBER STREET (HAVING A 80 FOOT RIGHT OF WAY) AS & UTILITY EASEMENTS SHOWN ON THE PLAT RECORDED IN PLAT BOOK 14, PAGE 97, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 0 DEGREES 13 MINUTES 13 SECONDS EAST, ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 264.04 FEET TO THE: POINT OF 77 CURVATURE OF A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.00 FEET; THENCE AREA ZONED PUH -MH (EXCLUDED FROM DEVELOPED AREA) = 0.08 AC SOUTHWEST ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 68 DEGREES 00 MINUTES 00 TOWNHOME LOT AREA = 3.46 AC CONSERVATION EASEMENT TRACTS = 1.42 AC ��,;, C) STORMWATER EASEMENT TRACTS = 2.00 AC c " o PRM 32 LOT NUMBER 15 SIDE SETBACK SECONDS, A DISTANCE OF 237,37 FEET; THENCE SOUTH 67 DEGREES 46 MINUTES 47 SECONDS WEST, A DISTANCE OF 232.68 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 3608.37 FEET; THENCE SOUTHWEST ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 2 DEGREES 14 MINUTES 43 SECONDS, A DISTANCE OF 141.40 FEET; THENCE SOUTH 65 DEGREES 32 MINUTES 04 SECONDS WEST, A DISTANCE OF 666,04 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 476.87 FEET; THENCE WEST ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 23 DEGREES 58 MINUTES 55 SECONDS, A DISTANCE OF 199.60 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 59 SECONDS WEST, A DISTANCE OF 70,19 FEET, TO A POINT ON THE EAST LINE OF THE PLAT OF SEBASTIAN HIGHLANDS, UNIT 17, AS RECORDED IN PLAT BOOK 8, PAGE 46, ALSO BEING THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 20 ; THENCE NORTH 0 DEGREES 31 MINUTES 44 SECONDS WEST ALONG SAID LINE, A DISTANCE OF 589.98 FEET TO A POINT ON THE SOUTH LINE OF PALM LAKE CLUB AS RECORDED IN PLAT BOEK 13, PAGE 47;; THENCE SOUTH 89 DEGREES 40 MINUTES 38 SECONDS EAST ALONG SAID LINE, A DISTANCE OF 1332.37 FEET; THENCE NORTH 0 DEGREES 05 MINUTES 58 SECONDS EAST, A DISTANCE OF 330.63 FEET; THENCE NORTH 89 DEGREES 18 MINUTES 21 SECONDS EAST, A DISTANCE OF 10.99 FEET TO THE POINT OF BEGINNING, PALM LAKE CLUB — PHASE li PLAT BOOK 14, PAGE 10 — — — — — — — —CONT- SMACK_ TREASURE CIRCLE — 60' PRIVATE RIGHT OF WAY EXIST. 20� I MI TTY CACCUGUR sx • k ....... ............. .. .... ....... �':. ...,ry.. a.,.e. ,.- . .......... ................ .................................................................. RAIN ?.e 2Z1.. •. .. ...... .. �:-� Vit ........ ................... .. �..... . -. ... `x. su<. ........ '�. R. �....... .. h... ' `S7 g / f. ENV ................... ..... ............ .......... . .... ......................... ' , �r ......................... .:..:::::............ ........... ........... r� 9 j ..... r, v' .. .... . ..... +..-.<... L-156.35 ............ . ... ..... ............ ... ..... ... ... • ..... ... F.......... ... ad^.F , ..v:. ,a a, .. ice' aim ,.:.. w,2ri. : ..fib•.... ... ... ...... . ?�.................... ., . , ........... .... Qi?.. 4... .... ..'k........... *.." si•.a; v ,.. -`: ..................... ......................... "�''..... ......... (•Vi�i............ ......... � e... Y .. ....... !X :':". ..... Jif.... ... ..... ...... A.,.n :.... 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S E y 6• tie�� ... �. ........................ .. ............. �� , � � ............... ...... � .� ;� �� �: rah t .28 :.:....... ...::::.:.:.::.� ,.w:.. 1, . � . , , :" ... ' :�::::::::::. � �� V � :..;}..r •� ,.;,�, A r'Y , x v �c � # 1 A ,n . ................. DEL 87-1 ' 000l ...... 31 _ ........... ............'�`.'� �:•:.�-`:.:•�ji�...::;:':'� 6. / / ............ . .............. .. .............:...:...:..... ii - ............................ < ............................. mss, e,� �-' •'�•� / / ;:6 b'. .;l' TRACT I ............. .......... . ........... ",�� ............ ............. � ENS — � ��.�� �;��� �.� � DRAINAGE — — _:':�ooll- , � �� c-C�CSEM ............... ................ ei �f "" », ,a. `\M�'. / . AC / .......... 000 000 SET PRM PARK PLACE — PLAT 1 PLAT BOOK 14, PAGE 95 19g • 6G / / / SET PR / N orth -ol 10' SIGHT EASEMENT �— ��� / — / CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING -- / C 1 68'00'00" 200.00' 237.36' 134.90' 223.68' S 33'46'47"W C 2 214'43" 3608.37' 141.40' 70.71' 141.39' S 66.39'26"W GRAPHIC SCALE C 3 23'58'55" 476,87' 199,60' 101.28' 198.15' S 77'31'31"W y LINE BEARING DISTANCE G' 25' 50' 100 200' L 1 S 89'30'59"W 70.19' ,, L 2 N 89'18'21"E 10.99'M L 2 N 89'18'21"E 10.92'D ( IN FEET ) 1 inch = 50 ft. r; V, _ II SET PK NAIL L2 S 89T�1il'21"W & 3909 CAPSETPCP sET Pc I Pi 324.7� FOUND NAIL �-�ai EMENT 0.20 NORTH o P0Ico d - I I NIN i I J 130.00' z 0 O J Uw Zj 0 =N P T Z cn o SE � ff� NER Li w °'• C0 =w SE�TIQN 20 o� M M ' I I 0o M I 3 w =o I I co -0 t ;I 0 Lo 000 0 co, = 1 z I I I I ( I SET �� IT IRON I ROD I 909 CPAP II SET PRM 15' SIDE SETBACK j SET 5/8" IRON 46 ROD & 3909 CAP r / j (TYPICAL) SET PRAT / . I r. oe s .t� /�z / SET PRAT a , o . x / 23210 R=100.00' 348 ' / UTIM EASEMENT ;6 6 / CH=3. / / NOTE: A CONSERVATION EASEMENT OVER TRACT 'B' IN FAVOR OF THE SJRWMD SHALL BE RECORDED PRIOR TO OR CONCURRENT WITH THE RECORDATION OF THE FINAL PLAT. LANGUAGE ON THE FINAL PLAT MUST READ: "TRACT B" IS SUBJECT TO A CONSERVATION EASEMENT IN FAVOR OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PURUSANT TO SECTION 704.06, FLORIDA STATUTES. / LINE -OF -SIGHT EASEMENT -DEDICATED TO THE CITY OF SEBASTIAN, AREA TO REMAIN CLEAR AND FREE OF VISUAL OBSTRUCTIONS 24" HEIGHT OR GREATER ABOVE THE CENTERLINE OF BARBER STREET. � co to O O N N N N \ M O \ \ H Z W z a N � a Q o W � fA N W 5 z Wood �QQQ Q N M d 0 � o N N O ul) co Ln 3 3 3 :II N 0 °w v � W z�yo� how U W W Fx-W WOV�m3Kw ��'aQZwoFaa~3 zo��aoWo=mss ow= ati��-'WaEZ3vii \xx \~a33w�N3�W�aV d C5 JE . W rn� J M Q Q cc): o 4zi 000 LL 0 LL 0 � _� W o w_j o�..mQ I— z � W �/ ♦ Z W 0 06 O N T o H� W ti —� C7 L, u) N W0�ti W Z � �� W v U C"14 co to Qo ti Z04 Ad ti U �W U C) v) v' LlI — 0 M Q � O W /�• V ! O ril _ C) JOSEPH W. SCHULKE FL REG. N0. 47048 .- ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑N1WAM P. D FL REG 0. 0 DATE: y SHEET 5 P OJECT N 5-028 PAP, ,M 00In CD N ao 0. 3 v OD c U c 0 n 00 Lh .6 O r, 3 i 1 1 WETLAND UPLAND KEY Ld oeON^O�°LEGEND <oN\NSE(I �r 20 NOMTOTAL WETLAND/UPLAND CONSERVATION EASEMENT = 1.20 AC JW ■mmum II•I•I•�>• PROPOSED FORCE MAIN J(�C PROPOSED STREET LIGHT* I I �``�� huh heti o w sANSON PROPOSED SANITARY SEWERLINE ® PROPOSED DRAINAGE INLET 0I.r� I I z � a w WETLAND CREATION = 0.34 AC PROPOSED DRAINAGE PIPE LL_ VAT vAT PROPOSED WATER MAIN SANITARY SEWER MANHOLE ZSi I I ( I a z m LL. FILTER FENCE/SEDIMENT BARRIER ® W I 0 I I I I I 6' BLACK VYNIL CLAD CHAIN CONSTRUCT 6" THICK ¢ y F EXISTING WETLAND PRESERVATION ENHANCEMENT - 0,37 AC PROPOSED DRAINAGE JUNCTION BOX O I I LINK FENCE CONCRETE DRIVEWAY AND w s z PRESERVATION/ENHANCEMENT SANITARY SERVICE WITH CLEANOUT I I CONCRETE SLAB AROUND N F c E - MID (NO EQUIPMENT IN THIS AREA) SS -1 SANITARY SEWER MANHOLE LABEL Ln I I EXISTING LIFT -STATION WET w w x " a w °�- QUADRUPLE WATER SERVICE I I I ___ °n�- TRIPLE WATER SERVICE DS -1 DRAINAGE STRUCTURE LABEL C7 LC} I I I I ____WELL AND VALVE BOX 0_ °- w 5-< EXISTING WETLANDSTOBE FILLED 0.74 AC �� I I w s W 0 o 0.49 AC ISOLATED NO MITIGATION REQUIRED PROPOSED FIRE HYDRANT 11 O� ti a' a 25 PROPOSED GRADE / CONTOUR 's'Y° Q O °� o hP 0.25 AC WETLAND IMPACTS -0 0 a 2 LOT NUMBER 0 O X�1,I Itih' X�„ti TIRE STOP `p a PROPOSED SILT FENCEN M -4- ,n m I I WETLAND/UPLAND BUFFER = 0.19 AC EXIST UPLAND PRESERVATION = 0.30 AC 0 0 o PROPOSED SPLIT RAIL FENCE PROPOSED SIGN *ALL STREET LIGHTS SHALL BE Z Z 20'A INSTALLED 3' FROM E.O.P. PROPOSED GROUND LEVEL x EXISTING SPOT ELEVATION STREET LIGHT MODEL NUMBER: � DRAINAGE FLOW DIRECTION 24.45 PROPOSED SPOT ELEVATION FPL 170-86100-3 20' I I AND / OR C.L. SWALE BLACK FIBERGLASS POLE: FPL 154-11900-4 I SET >' IRON I I ROD,* 909 C PI EDGEF PAVEMENT' o° Xao J J� h,�� o� I � I o- �-- NEW GENERATOR ° h ,��h �. x `� ���o �o X���4� �• ,`. ,\�O h Dc fL q/ C� x O tip• \� `ti Inl \� �Qr ti JI ��------� --�{-per---�{-��--°---- )(--- )(`�� ��-'a �.��ti°'� J l x x EXCAVATE TRACT F TO EL 19.0 I I # I PROVIDE CONTINUOUS HEDGE X� x`I' x (5, x`1� X`Llh ' 1 X15" RCP � ON TEMPORARY BASIS. USE AS / AROUND LIFT STATION h`l rxti h� X h �h SETTLEMENT POND FOR I h. I I J . ,OSTRUCT VYNIL h--- - - �--- - i - �� - - - � - -'x ti° o DEWATERING ACTIVITIES -- SET �}IRON NCE PRIOR TO �`1 TRENCH AND BACKFILL TO N � � �� Q� 6' VYNIL FENCE `L x �� / 5 /8 x ?CCUPANCY OF ANY EL. 17.0 FT W/ MATERIAL X""'P ' VYNIL FENCE �.�° `�° o p 0 NORTH P.L.h° ,�`� � '�' 20 I X ti° % ' ROD & 3909 CAP / °` �� LIFT -STATION DETAILED SITE PLAN. x W > 15q CLAYEY FINES `LD'• 0 NORTH P.L. x X h �ti X p.,�tK X UTW Y o �° VYNIL FENCE � S --- - - - /----- --_ � -------- �� -- °-- tib. - _EASEM�TaT_i �, x�p_ 23,75 INORTHP.L x��`O �`L' (TYPICAL) X IL _ -�-4-4 e _ __/ S .25 31S TOP OF DANK' r31,c' i\ -�! n`?' 23.25' _1 / !"£A - - `� 111 6 , o i 0 / ,-------r--------------------------M� o IIN.SI 23 p '''A�N - / I EMENT PRC POSED TWO STC?R 7��e , , / pS15� ' DRAINAGE SEW I p X ► I -EXIST. S 6 UNIT! C.B.S. EA SEMI INV. 22 D \\N\ - EASEMENT = � ! � � i I FIN. F4R`, EL=24.9 I 0,2 / 0.62 AC `\; 6 5 �. 3 2ii , t - 4 \ LAKE AREA / ^ r ( 1-7 �p OUTFALL STRUCTURE ;."' - i >C Ate` / / 0,�/�� lL�/ '14 e_ J� _ t-- _ 1. . L M � •� / 2 x -_ i .-. __ - _ _ ,. \\ MB /? Ji "',.. �Ge� CO I� t t X4.5' , iTYP • AL A. INS 750' -14 (. ( t n ! 1 i NO EQUIPMENT IN /,� tiA �,,, p� OVE PIPE \ I I j a S :'' l � `\ IST. 22"X13' I I `.. � `.. 5.58 / .n•0 X `L • WETLAND PRESERVE t 1 � '•• • 1 ,� ,a i - S C.M.P. \ SS 23 1•cr, ;- -- � ; X -�- �j�• . • �--C ILT LENGE `L W-3 0.37 AC OF 0.62 AC y / `; ! �O G •V ? ' - ° I' 1 36 LF 8' PV 22.80 ` I ' I • / / WETLANDS TO REMAIN :' b.`; / ` ��� �Z :� 161 /� REMOVE EXOTICS �C-� - � = "�� Q Sv '�% � 9 � -I�' O _SAN 0 0. � � / � / � f • / / / / / � ONSTRUCT TEMPORARY SETTLEMENT POND DRAINAGE OUTFALL 2 OR MORE 8' PVC A& ,� hh ,,, _ _9+5.83, 14 RT - / / �\P PIPES W/ 90' FITTINGS AS SKIMMERS �,• /, ~�. - "" ' r I g.A NST. 8' 0' d . ' / DISCHARGE INTO SWALE CONST. 65 / % - / / EXIST. SANITARY SEWER STRUCTURE CHART sl r.1 X D \` _ +82.97,0'/ / a4 ilc A& a4 >' f ,' .v p I� ....- - • +t i • J 1 10 O J is W I QJ 1� .9�!' T Ni6- /p J- / D)<WAT�TSiSCNAGE / ��� STRUCTURE EXIST. RESET W 65 . , / , 1 / / TYPE 1 r � s,• t�' �G+ .p' h , / yes �3 �+ 9 9 80' FL�L11 ATH .�� / NUMBER TOP TOP EXIST. INVERT STRUCTURE LOCATIONTO _ur�. W W x CONST. SILT FENCE W m ,At ,� } s1 • ,� Y. U Ak ,�AL 19 LF 18' ADS AL DS -5a VIP CURB CUT 1 r' ' / D CURB ice` ,� � ,�C� • �l� • I. r,ar // ko r ,fir X- - ' l v " 2 J '� as H /� M.1 SS -7 EXIST. SEWER MANHOL, . 20.59 22.72 9.03 N, 9.01 S 58+62.57, 1.80' LT EXIST. LI F N1 �� LS FT STATION # 163 23.79 - 8.77 N 58+91.30, 29.19 RT x � •1'• � ,:� '� ~• w�A• i � \ ' � 2.05 22.05' / PROPOSED SANITARY SEWER STRUCTURE CHART /0'�t S �5'L ed / i L \ i 1.08 e ~- , �C SPS ® 62 2Av�r / o i 'IXISTIN FT �-\ \ 2-�\ �, ' 0'84'± c / NUMBER TYPE TOP INVERT STRUCTURE LOCATION STRUCTURE 8 1 / \� STA 163 a - ~- +05, 33 Nas 15 PRO . STREET LI 'l \ 21.5 c ° �`L �� / SS -5 SEWER MANHOLE 1 22.79 15.81' SW, 15.71' NE 55+36.81, 7.28' LT `L �` 24• 23• _ p. (lYP 1 / ®/ ATION �°' • ' , . / SS -6 SEWER MANHOLE 23.35 15.16' SW, 15.06' E 57+4.76, 6.53' LT GATED CY ACCESS ONLY.- ss - (POSTED #163) \ INSTALL X SWITCH OTfIXIST, 10' / SS -7 *1*2 EXIST. SEWER MANHOLE 22.72 14.55'W*. 17.75' NE*, 9.01 S. 9.03 N 58+62.57, 1.80' LT S SS O32`T° x / / , TOP = 23.79' •''' 15� �p / 20.75 ± LITY EASEMENT 34 i ^� N I V = g SS -1 1 SEWER MANHOLE 23.03 17.89' SW 59+0.10, 18.21' LT gpN - lar ' BO - 7 ' �o jf\ ti° p� X/ LS -1 *1 EXIST. LIFT STATION 23.79 8.77' N 58+91.30, 29.19' RT i �j 164 8 _ DS -2 D J ,w / ti,� �A -OPTIONAL STEEPEN SEWER INTO SS -7 TO 0� 0.31 lar A 57+53.79, 17' RT o� \�J __`DIRECTIONAL �1° INV. 11.0' TO AVOID EXTERIOR DROP. NST. 378 LF o,o' 01 / taus �PmcWM INA gip. 9 i CONST. as TEE a: V ,� 5��6 \ % 0th WM \\ �p / STRUCTURE FIRE HYDRANT B TYPE TOP INVERT STRUCTURE LOCATION / / 19.3 DO OVER T CON 7lRUc W.M, AS NUMBER DS -2 DRAINAGE MANHOLE 23.13 18.25" N, E 56+78.11, 6.85' RT ' o / REQUIR D * DS -3 DRAINAGE MANHOLE 22.77 17.95'± W 58+46.51 7.14RT / ?1/ \ p` /• DS -4 TYPE 'C' INLET 22.66 19.0 NW, NE 58+82.97 , i CONST. 8'x8' TAPPING SLEEVE DS -5 TYPE 'C' INLET 22.66 18.5' E 55+25.18 % �1� W/VALVE, TEMP JUMPER DS -5a DRAINAGE MANHOLE 22.73 18.47' W, N, SE 55+50.24 „� / i �p \\ /� CONNECTION, SAMPLE POINT DS -5b DRAINAGE MANHOLE 22.0 18.30' S. NE 55+66.23, 102.59' LT LAKEARE� i p• p / / �1 h� i **DS -14 CONTROL STRUCTURE 22.43 18.90' S 56+66.46, 109.83' LT F' CURBS INV 18.0' �� �C / A / h / `o / � '.�' ' ** DS -15 CONTROL STRUCTURE 22.70 18.00' E 55+62.01, 181,97' LT {j X' �/ F '`� \\ ***DS EXIST. 'C' INLET 19.89± 17.731 N, S 17.8 E 55+62.01, 181.97' LT 5 ILL- �-d', � i .. � `• • / REG/RADE SOD O ��� v �,> X 18t-M.P. SWALE / \\ A \ 00 23.0 - 23.0 N 0 6 AG \ INV. 15:00' W / 1y�� 23.0 Lij C/7 fi030 � ii �� �•"� �i gyp. W ,5 Z � ' 50' tlK rill S 4 .• ° 20.50'± 44 V o h a 1.8' 20.67 Xi VW -,)1 .7' i X gyp. TRACT >-l'6 1�'P_RAINAG�'-P�� / AS MENT ,-- V / X EXIST. 22"X13" \\ / - TWT G / E. C. M. P. \\\ / R RE N T/ O. A� *wP 101 NOTES: 1. SILT FENCE MUST BE INSTALLED BY HAND PRIOR TO ANY CLEARING AT PROJECT PERIMETER / / ..North T; GRAPHIC SCALE 1. 30 0 15 30 60 120 I E3v r: ( IN FEET ) 1 inch = 30 ft. , AND AT PERIMETER OF WETLAND AND UPLAND CONSERVATION AREAS AS SHOWN. 2. EXCAVATED MATERIAL SHALL BE PLACED IMMEDIATELY, OR STOCKPILED AT LOCATION OF (BUILDING/UNITS 1-6), OR (BUILDING/UNITS 43-54). MATERIAL SHALL NOT BE STOCKPILED ADJACENT TO WETLAND PRESERVATION AREAS. 3. EQUIPMENT SHALL BE PROHIBITED FROM TRAVELING OVER THE WETLAND OR UPLAND PRESERVATION AREAS. THE WETLAND CREATION AREA MUST BE EXCAVATED AND GRADED PRIOR TO EXCAVATION OF TRACT E LAKE. 4. A SPLIT RAIL FENCE SHALL BE PLACED AT THE PERIMETER OF THE TWO(2) CONSERVATION TRACTS PRIOR TO OCCUPANCY OF ANY RESIDENTIAL UNITS, SEE SHEET 14 FOR GRAPHIC DEPICTION OF LOCATION. ADD: ONE SIGN PER 100 FT (SEE DETAIL) SHALL BE PLACED ALONG THE SPLIT RAIL FENCE. 5. STORMWATER TRACT 'F' SHALL BE IMMEDIATELY EXCAVATED TO A TEMPORARY DEPTH OF 19.0 FT NGVD AND THE BANK FILLED TO ELEVATION 23.0 FT, STABILIZED AND SEEDED. THIS SHALL SERVE AS A SETTLEMENT POND FOR INITIAL DEWATERING ACTIVITIES. NOTES: *1. SEE EXIST. SANITARY SEWER STRUCTURE CHART FOR EXISTING STRUCTURE INFORMATION. *2. EXIST. MANHOLE - RESET TOP. CORESAW AND CONNECT 8" PVC SEWER NOTES: * DS -3 EXIST. 'C' INLET CONVERT TO MANHOLE WITH SLAB TOP AND M.H. FRAME AND LID. SAW CUT AND CONNECT AT WEST SIDE -INV. 17.95± ** DS -14, DS -15 SEE DETAIL SHEET 13 *** DS -16 CUT NOTCH ON EAST/WEST SIDES. INV. EL 19,30, -SAW CUT - CONNECT 15" RCP AT INV. EL. 17.80 LO 0 00 N N 0 n co O 3 3 ''i z,- wz�N'aW xow �WWQU�m3oW °d�a�z�za irwvi 00 ¢ wo�aa.03 zNsbo�wwo=,�- 3 xo kudwzm Wwir wO�UwwakC�w Ka a33w DN3 wSi U E J M` N Q � Q 0 � � c O(D o�`- Q _0 D z0 Wo¢ L0C7 ' � ��Z-w 1 > O 06 cz af C14 N C7 �t o W W �Q1=ti 0 F_ W o 0 xti - 1-j mLQ W F-0Y W 1' v � `V LN �0) J j z zN U �- �F_ v / DA' 161 P OJECT qO. 0 L -LJ - cmm 46 ® to �- W V) rv,00 _ c 0 J JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITILE FL REG. NO. 5739 ❑WIWAM P S. D NO. $65 / DA' 161 P OJECT qO. /11 N orth GRAPHIC SCALE 30 0 15 30 60 120 IN FEET ) 1 inch = 30 ft NOTES: 1. SILT FENCE MUST 6E INSTALLED BY HAND PRIOR TO ANY CLEARING AT PROJECT PERIMETER, AND AT PERIMETER OF WETLAND AND UPLAND CONSERVATION AREAS AS SHOWN. 2. EXCAVATED MATERIAL SHALL BE PLACED IMMEDIATELY, OR STOCKPILED AT LOCATION OF (BUILDING/UNITS 1-6), OR (BUILDING/UNITS 43-54). MATERIAL SHALL NOT BE STOCKPILED ADJACENT TO WETLAND PRESERVATION AREAS. 3. EQUIPMENT SHALL BE PROHIBITED FROM TRAVELING OVER THE WETLAND OR UPLAND PRESERVATION AREAS. THE WETLAND CREATION AREA MUST BE EXCAVATED AND GRADED PRIOR TO EXCAVATION OF TRACT E LAKE. 4. A SPLIT RAIL FENCE SHALL BE PLACED AT THE PERIMETER OF THE TWO(2) CONSERVATION TRACTS PRIOR TO OCCUPANCY OF ANY RESIDENTIAL UNITS, SEE SHEET 14 FOR GRAPHIC DEPICTION OF LOCATION. ADD: ONE SIGN PER 100 FT (SEE DETAIL) SHALL BE PLACED ALONG THE SPLIT RAIL FENCE. 5. STORMWATER TRACT 'F' SHALL BE IMMEDIATELY EXCAVATED TO A TEMPORARY DEPTH OF 19.0 FT NGVD AND THE BANK FILLED TO ELEVATION 23.0 FT, STABILIZED AND SEEDED. THIS SHALL SERVE AS A SETTLEMENT POND FOR INITIAL DEWATERING ACTIVITIES. E STRUCTURE TYPE TOP INVERT STRUCTURE LOCATION I SAN sAN PROPOSED SANITARY SEWERLINE 19 SS -3 SEWER MANHOLE 22.88 17.43' SW, 17.31' NW, 17.21' SE 20+10.16, 9.18' RT = 31+51.9, 10.16' RT SS -8 SEWER MANHOLE 23.11 19.0' NE 27+14.79, 7.18' RT SS -9 SEWER MANHOLE 22.81 18.05' SW, 17.95' SE 29+59.16, 3.39' LT E STRUCTURE TYPE TOP INVERT STRUCTURE LOCATION SAN sAN PROPOSED SANITARY SEWERLINE 19 DS -7 TYPE 'C' INIT- 22.66 18.0''5W 29+32.78 DS -8 DRAINAGE MANHOLE 23.17 16.14 SE, NW, 17.1 NE, 17.53 SW 28+6.77 I DS -9 TYPE 'C' INLET 23.00 16.07' NW, SE 27+69.64, 50.28' RT DS -13 TYPF 'C' INI FT 22.66 18.5' SW 31+61.08, & 20+00 IX .° (WQX�� _ o tK x tK II ° tib. �tK. v ° ^tK �o BE F,HMARK #2 i i I I I I � x g 5 Art, SWA X ;; x X "� I x I 23.3' I ` I X I Z4 t I m a�` (.10 AC) WE DS TO E, FILLED - I a I I ri X n tx� ^ ^ W F m N x a SWALE - REGRADE/SOD ^ n ^ -2 0.17 AC WETWJDS TO BE FILLED X��. LEGEND EXISTING WETLAND PRESERVATION/ENHANCEMENT = 0.37 AC (NO EQUIPMENT IN THIS AREA) /x-- EXISTING WETLANDS TO BE FILLED = 0.74 AC 0.49 AC ISOLATED - NO MITIGATION REQUIRED Xi/ ' 0.25 AC WETLAND IMPACTS WETLAND/UPLAND BUFFER = 0.19 AC EXIST UPLAND PRESERVATION = 0.30 AC NOTE: ROOF RUNOFF FROM UNITS 17-28 MUST BE CAPTURED BY ROOF GUTTERS/DOWNSPUTS AND DIRECTED TOWARDS THE ROAD DRAINAGE FACILITIES, AND CAN NOT DRAIN INTO THE CONSERVATION AREAS AT THE REAR OF THE UNITS. W-2 PROPOSED POOL N' , S.J.R.W.M.D. WVID ��ATHROOMS JURISDICIONAL -. �O BE FENCED -r 0.17 ACAND 6' WALL . YA ON NORTH SIDE STA 29+82.88. 21.05' LT CONST. W TEE do VALVE PROPOSED STREET LIGHT* PROPOSED DRAINAGE INLET SANITARY SEWER MANHOLE PROPOSED DRAINAGE JUNCTION BOX SANITARY SEWER MANHOLE LABEL DRAINAGE STRUCTURE LABEL PROPOSED FIRE HYDRANT LOT NUMBER PROPOSED SIGN EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION *ALL STREET LIGHTS SHALL BE INSTALLED 3' FROM E.O.P. STREET LIGHT MODEL NUMBER: FPL 170-86100-3 20' BLACK FIBERGLASS POLE: FPL 154-11900-4 rm orm PROPOSED FORCE MAIN til SAN sAN PROPOSED SANITARY SEWERLINE 19 PROPOSED DRAINAGE PIPE pp WAT VAT PROPOSED WATER MAIN W >;.. XIN XA FILTER FENCE/SEDIMENT BARRIER w CONSTRUCT VINYL o FENCE PRIOR TO � FENCE 'c 1 tiff X 11 X o = SANITARY SERVICE WITH CLEANOUT -1 ry �lti QUADRUPLE WATER SERVICE SS ��, - °�- - -� - - DS -1 FENCE ® NORTH P.L. ��. X CONST. SILT FENCE--\ TRIPLE WATER SERVICE 25 PROPOSED GRADE / CONTOUR KEY WETLAND/UPLAND K E I _c L 0- PROPOSED SILT FENCE 2 cl E3 E3 PROPOSED SPLIT RAIL FENCE f TOTAL WETLAND/UPLAND CONSERVATION EASEMENT = 1.20 AC PROPOSED GROUND LEVEL x Zo DRAINAGE WA 4.4 ETION AND / OR C.OLW WETLAND CREATION = 0.34 AC EXISTING WETLAND PRESERVATION/ENHANCEMENT = 0.37 AC (NO EQUIPMENT IN THIS AREA) /x-- EXISTING WETLANDS TO BE FILLED = 0.74 AC 0.49 AC ISOLATED - NO MITIGATION REQUIRED Xi/ ' 0.25 AC WETLAND IMPACTS WETLAND/UPLAND BUFFER = 0.19 AC EXIST UPLAND PRESERVATION = 0.30 AC NOTE: ROOF RUNOFF FROM UNITS 17-28 MUST BE CAPTURED BY ROOF GUTTERS/DOWNSPUTS AND DIRECTED TOWARDS THE ROAD DRAINAGE FACILITIES, AND CAN NOT DRAIN INTO THE CONSERVATION AREAS AT THE REAR OF THE UNITS. W-2 PROPOSED POOL N' , S.J.R.W.M.D. WVID ��ATHROOMS JURISDICIONAL -. �O BE FENCED -r 0.17 ACAND 6' WALL . YA ON NORTH SIDE STA 29+82.88. 21.05' LT CONST. W TEE do VALVE PROPOSED STREET LIGHT* PROPOSED DRAINAGE INLET SANITARY SEWER MANHOLE PROPOSED DRAINAGE JUNCTION BOX SANITARY SEWER MANHOLE LABEL DRAINAGE STRUCTURE LABEL PROPOSED FIRE HYDRANT LOT NUMBER PROPOSED SIGN EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION *ALL STREET LIGHTS SHALL BE INSTALLED 3' FROM E.O.P. STREET LIGHT MODEL NUMBER: FPL 170-86100-3 20' BLACK FIBERGLASS POLE: FPL 154-11900-4 MATCHLINE SEE SHEET 8 1 1 1 1 1 to 0 0 O N N Y U W W � � Q U O o: o: U o V) o � w w n= w a a 0 w N N O a CD 0 co N N o p 3 =M N w L SsU v 4 Q c� U tVi� 0 w WR.'r i' -OW Fx-WWQU p�3 �U ¢il-www z 0' U 2ui CL Z�� �oo0:1co 5 m=o��az: owxx�LL WwZ3�� w O�Uwwa�(�w Ka \i-a33�i�N3w�ac>� U OE cN m Q a� Q c, On Wco Qo to 00(,, z00o 0 o � 0 w0ca:Fc O Z�0w r� Zo> W � N O O 0 Or_N06 N 1 �m:W0 W D~� _I ZocAN I" W o o ti M � W Z�� WW W >N 0) j QO z 04 U �W .'` X til 7 F ho pp W >;.. XIN XA w CONSTRUCT VINYL o FENCE PRIOR TO � FENCE 'c 1 tiff X 11 X o O CUPA�ICY OFX ANY X yti __x ry �lti ) `A NIT o ��, - °�- - -� - - pVYNIL FENCE ® NORTH P.L. ��. X CONST. SILT FENCE--\ X MATCHLINE SEE SHEET 8 1 1 1 1 1 to 0 0 O N N Y U W W � � Q U O o: o: U o V) o � w w n= w a a 0 w N N O a CD 0 co N N o p 3 =M N w L SsU v 4 Q c� U tVi� 0 w WR.'r i' -OW Fx-WWQU p�3 �U ¢il-www z 0' U 2ui CL Z�� �oo0:1co 5 m=o��az: owxx�LL WwZ3�� w O�Uwwa�(�w Ka \i-a33�i�N3w�ac>� U OE cN m Q a� Q c, On Wco Qo to 00(,, z00o 0 o � 0 w0ca:Fc O Z�0w r� Zo> W � N O O 0 Or_N06 N 1 �m:W0 W D~� _I ZocAN I" W o o ti M � W Z�� WW W >N 0) j QO z 04 U �W .'` X til 7 F _ W >;.. XIN w At ...,,...;�.. �.. _. A 1 RIL 2005 1 NO EQUIPMtNT IN WETLAND PRESERVE -- W-3 0.37 AC OF>6.62 AC i A, O W o m v) JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITjI3� FL REG. N . 57 6_ EG 576 15I t/PeR DATE*1 ' 2 5 13HEET PR JECT N . J 0 -02 / Ln O O \ MATCHLINE SEE SHEET 7 MIL IK >. \ ` ./ PE TO IXISf. X I ^ rel O I I/ DIRECTIONAL BORE ( JX +3.51.15.7;- LT . +0. 6 35 LF 8' HDPE WM NST. 8' 4T BENT I / ' X CON tK CONST. 8'x8' TAPPING SLEEVE WJ ll�* %l�' �� k 118 C I d W/VALVE, FLUSHING POINT X AFTER W.M. IS CLEARED FOR vs USE, SAMPLE POINT -I I CQt� LF T 8 ST. W STA. 25+20.77, 17 LT ST25+16.91, 8.77 LT CONST. 8' TEE do VALVE COI4ST. 8' 45' TEND FIRE HYDRANT ASSEMBLY m .. �i`L X `1 `L r`'. !� Q. x ,•-. / \ ^ I mss",/ Sic T I I X� I 23.7 \ I I I I .; rr X SWALE - REGRADE/SOD 24. I r I ` OIL m I I I r " b �?-txi NO E UIPMENT IN ZE �� �� �� � UPLAN PRESERVE ro u I Cr�1�ST UCT SPLIT -NL ?4 I %FENCE PRIOR TO 24,25 j OCC 1 NCY OF `( I UNITS T�ACT�,°t UPU I x I CON Eft` 00N EASI L--0-2-2--AC--• I CONSTRUCT SPLIT -RAIL ` I \ FENCE AT CONSERVATION I 23. 5' I REA L.45 @'-tK ' m BENCHMARK #1 c� ri _- x ��. ti°�' x �� y ^, X � Ltx� � WATxi r. < H � cQc / 6 � � ���, :�' ; ' . % `�,• 1 � Y yam / - 7 •� . i• � lr\ CONST 8 L P. CONST -ax 11 BEND yae'/ ' O 'fid BEN ` OSS \ / / a ; • •.. / '\ • / tK yr �V '• ' �;' / 1 ' CONST. SILTFENCE - i2.50. i48 LF . h i C WM 4ti : $. 20.50' SWALE - RFGRADE/SOD ..,., .•' � / � ,pry / � F.'� � / TRACT I,\/\ DRAINS -ESE M ' ;--23 AC WETLAND/UPLAND KEY TOTAL WETLAND/UPLAND CONSERVATION EASEMENT = 1.20 AC WETLAND CREATION = 0.34 AC ti� / '�P� EXISTING WETLAND PRESERVATION/ENHANCEMENT = 0.37 AC (NO EQUIPMENT IN THIS AREA) EXISTING WETLANDS TO BE FILLED = 0.74 AC j� 0.49 AC ISOLATED - NO MITIGATION REQUIRED W-4 0.25 AC WETLAND IMPACTS I I WETLAND/UPLAND BUFFER = 0.19 AC EXIST UPLAND PRESERVATION = 0.30 AC < H � cQc / 6 � � ���, :�' ; ' . % `�,• 1 � Y yam / - 7 •� . i• � lr\ CONST 8 L P. CONST -ax 11 BEND yae'/ ' O 'fid BEN ` OSS \ / / a ; • •.. / '\ • / tK yr �V '• ' �;' / 1 ' CONST. SILTFENCE - i2.50. i48 LF . h i C WM 4ti : $. 20.50' SWALE - RFGRADE/SOD ..,., .•' � / � ,pry / � F.'� � / TRACT I,\/\ DRAINS -ESE M ' ;--23 AC o O 0\0 c N N N N M \ N \ \ \ w uj US z w U 2 zLd N Q a Q ov Q; a a a W O W w V)N > J S S o 0 a c Q 0 co o NN o n co I N a II 0 3 N lz W 2 W �WWav�mMOW 3�W o to~a¢ZWo�a�~3 Zol�oo8o�m�g okU� a= ofl.mL �w��S D& �"�iI 30 dk� NY __ WIL \�u�.33w�y3w�d 0-1/ E J coCD N Q W Q tm O W J cn z u� Q Do 00 U o WoW-j C0 0 M < O �zWw rn �o> W / N 0 Z0 1 W g¢E� J c�w(�04 �-- 0 woo'' ZQJ � z�mu- W tY W �UOf >N fY 0) QO zN � ti ti �W "� SWALE - REGRADE/SODS; ti� / '�P� Z DS -6 TYPE 'C' INLET 22.66 18.0' NE 26+8.84 X W-4 -X� u-) (/) S.J.R.W.M.D. WETLAND DS -10 DRAINAGE MANHOLE 23.28 15.54 NW, SE, 18.04 NE, 17.62 SW` 21+97.56 >- °� JURISDICIONAL LINE APRIL 2005 LEGEND 0.22 AC DS -12 TYPF 'C' INI FT 22.66 18.0' NE 23+59.82 m EX w Al EX WAT _--�� Q � STRUCTURE NUMBER TYPE TOP INVERT STRUCTURE LOCATION SS -1 SEWER MANHOLE 23.05 19.0' SE 24+47.72, 5.88' RT PROPOSED FORCE MAIN SS -2 SEWER MANHOLE 22.79 18.79' NW, 18.69' NE 23+88.01. 2.48' LT 1. SS -4 SEWER MANHOLE 23.49 16.52' NW, 16.42' NE, 18.69' SW 33+59.65,10.16- RT = 53+56,07,15.23' LT ® SS -10 SEWER MANHOLE 23.11 19.0' NE 52+74.51, 4.40' LT o O 0\0 c N N N N M \ N \ \ \ w uj US z w U 2 zLd N Q a Q ov Q; a a a W O W w V)N > J S S o 0 a c Q 0 co o NN o n co I N a II 0 3 N lz W 2 W �WWav�mMOW 3�W o to~a¢ZWo�a�~3 Zol�oo8o�m�g okU� a= ofl.mL �w��S D& �"�iI 30 dk� NY __ WIL \�u�.33w�y3w�d 0-1/ E J coCD N Q W Q tm O W J cn z u� Q Do 00 U o WoW-j C0 0 M < O �zWw rn �o> W / N 0 Z0 1 W g¢E� J c�w(�04 �-- 0 woo'' ZQJ � z�mu- W tY W �UOf >N fY 0) QO zN � ti ti �W STRUCTURE TYPE TOP INVERT STRUCTURE LOCATION NUMBER Z DS -6 TYPE 'C' INLET 22.66 18.0' NE 26+8.84 DS -9a TYPE 'C' INLET 22.5± 15.72' NW. SE 21+98.53, 106.08' RT u-) (/) DS -10 DRAINAGE MANHOLE 23.28 15.54 NW, SE, 18.04 NE, 17.62 SW` 21+97.56 >- °� DS -11 TYPF 'C' INI I`T 22.66 15.35 NW, SW, NE 51+67.82 LEGEND DS -12 TYPF 'C' INI FT 22.66 18.0' NE 23+59.82 m Q � NOTES: FN Fw PROPOSED FORCE MAIN PROPOSED STREET LIGHT* 1. SILT FENCE MUST BE INSTALLED BY HAND PRIOR TO ANY CLEARING AT saw saw PROPOSED SANITARY SEWERLINE ® PROPOSED DRAINAGE INLET (/) PROJECT PERIMETER, AND AT PERIMETER OF WETLAND AND UPLAND PROPOSED DRAINAGE PIPE ® CONSERVATION AREAS AS SHOWN. WAT WAT PROPOSED WATER MAIN SANITARY SEWER MANHOLE (W i� 2. EXCAVATED MATERIAL SHALL BE PLACED IMMEDIATELY, OR STOCKPILED FILTER FENCE/SEDIMENT BARRIER O AT LOCATION OF (BUILDING/UNITS 1-6), OR (BUILDING/UNITS 43-54). ® PROPOSED DRAINAGE JUNCTION BOX r1o, _ MATERIAL SHALL NOT BE STOCKPILED ADJACENT TO -.WETLAND SANITARY SERVICE WITH CLEANOUT SS -1 SANITARY SEWER MANHOLE LABEL Z PRESERVATION AREAS. QUADRUPLE WATER SERVICE O 3. EQUIPMENT SHALL BE PROHIBITED FROM TRAVELING ,OVER THE WETLAND _ TRIPLE WATER SERVICE DS -i DRAINAGE STRUCTURE LABEL OR UPLAND PRESERVATION AREAS. THE WETLAND CREATION AREA MUST BE EXCAVATED AND GRADED PRIOR TO EXCAVATION --OF TRACT E LAKE. 25 PROPOSED GRADE / CONTOUR Y PROPOSED FIRE HYDRANT 4. A SPLIT RAIL FENCE SHALL BE PLACED AT THE PERIMETER OF THE LOT NUMBER TWO(2) CONSERVATION TRACTS PRIOR TO OCCUPANCY OF ANY PROPOSED SILT FENCE2 MM CERAFlCARON RESIDENTIAL UNITS, SEE SHEET 14 FOR GRAPHIC DEPICTION OF El 13 13 PROPOSED SPLIT RAIL FENCE PROPOSED SIGN JOSEPH W. SCHULKE LOCATION. ADD: ONE SIGN PER 100 FT (SEE DETAIL) SHALL BE PLACED PROPOSED GROUND LEVEL X 2� EXISTING SPOT ELEVATION N0. 47048 ❑JODAH Fi.. REGB.. elrnE ALONG THE SPLIT RAIL FENCE. FLREG. . 736 5. STORMWATER TRACT 'F' SHALL BE IMMEDIATELY EXCAVATED TO A ��,- DRAINAGE FLOW DIRECTION AND / OR C.L. SWALE 24.45 PROPOSED SPOT ELEVATION ❑WIW P. D Fl.. TEMPORARY DEPTH OF 19.0 FT NGVD AND THE BANK FILLED TO G. ELEVATION 23.0 FT, STABILIZED AND SEEDED. THIS SHALL SERVE AS A SETTLEMENT POND FOR INITIAL DEWATERING ACTIVITIES. *ALL STREET LIGHTS SHALL BE DA ' INSTALLED 3' FROM E.O.P. SHEET STREET LIGHT MODEL NUMBER: FPL 170-86100-3 20' 8 BLACK FIBERGLASS POLE: ,ROJECT FPL 154-11900-4 0. \ 5-0 8 1\05-028 Jones Constr - Bristol Lakes\05-028\dwg\Civi[\Construction\05-028 CONST 4.dwg, PROFILES 9, 1/23/2007 3:04:32 PM, wchto' 1:1, rn i ammmo, :\ / \1 %-1 0 .06 w PvjSIA = 20+00 = 31+61.08 PVI E�EV =22.66 DS -13k20+00 SIXD+61.01 S-3�ST& 20+10.17, 9.18RT 6 STA. 51+51.90, 10.16' RT TOP 22 1W. 3 SW 18.05 JW. SE 17.95 vg mg • 9A = 21+97.56 PA ELEV = 23.28 DS -I( STA. 21+97.56 STA. 5D+00 do !L CO ca CO rrl wq Z �4 01 C)l c :4 rn 6S-6 SIA. 26+8.84 K STA = 26+8.84 PVI E -EV = 22.66 cn zn- co cn rn WHETHER THE PROJECT FOR DESIGNED JWS CA c--5 5; 0 0 DRAWN MAD IV VL" S-6 Slk 27+14,79, 7.18' RT tw 0 ENGINEER. UNAUTHORIZED TOP 2,..11 SCALE 1"=50' 0 DS -12 FTA. 23+59.82 W, NE 19.0 ;PVI STA = 23+59.82 PVI=22.66 T31 +51.90, 10.16' RT S-2,"" Sr TOP ;22.9 �W-SW 18.05 1W. 'SE 17.95 rw, ps; I.o°Do 0 J.2 V PVI $7 A = 30+55.00 �S-1 S*. 24+47.72, 5.88' U E< TOR 23 05 ;TOR SW 18.05 1W., SE 17.95 ''PVI ELEV = 23.10 PM S, A = 24+84.28 99 PVI EID = 23.05 PV1 S TA = 27+813.87 do !L CO ca CO rrl wq Z �4 01 C)l c :4 rn 6S-6 SIA. 26+8.84 K STA = 26+8.84 PVI E -EV = 22.66 cn zn- co cn rn F 6S-7 SUL 29+32.78 3 § /W E W'STA = 29+32.78 PVI ESV = 22.66 S-9 W. 29+59.16, 3.39' LT P 22.61 INV.SW 18.05 WHETHER THE PROJECT FOR DESIGNED JWS E 17.95 0 EXECUTED OR NOT. COPY OR DRAWN MAD USE FOR OTHER PROJECTS S-6 Slk 27+14,79, 7.18' RT IS PERMITTED ONLY BY WRITTEN CONTRACT WITH THE 0 ENGINEER. UNAUTHORIZED TOP 2,..11 SCALE 1"=50' 0 33 C) W, NE 19.0 rw, ps; I.o°Do 0 J.2 V PVI $7 A = 30+55.00 C4 E< ''PVI ELEV = 23.10 ch 0 PV1 S TA = 27+813.87 PVI ELEV = 23.23 DS-B'STA 28+637 Z' 1 94 SU, 31+51.90, 10.16- RT + 0 +10.17. 9.18' RT Z rr Et TOP; 22.38 1W. SW 17.43 R INV.' NW 17.31 INV.: SE 17.21 F 6S-7 SUL 29+32.78 3 § /W E W'STA = 29+32.78 PVI ESV = 22.66 S-9 W. 29+59.16, 3.39' LT P 22.61 INV.SW 18.05 BRISTOL LAKES TOWNHOUSES & SUBDIVISION S4 -;rA. 33+59.65, 10.16' gr TOP 13.49 IW. M 16.52 1W. DE 16.42 1W. !W 18.69 PVI "TA = 33+78.65 STA. = 53+71.12 PVI ELEV = 23.35 aS-ilrk 52T491705+600 0"UIQ FIMI 0 .11 01 + 0 PVI STA = 50+00 0 STA = 21+97.56 PVI OD = 23.28 cr C4 01 cq f 8 + 0 0 �'4 1to !, 7 r6 i + fie, OS -11 ETA. 51+67.82 rn 1PWSTA = 51+67.82 PVI E -LV = 22.66 + 0 C-% 0 tv � S-10 7A. 52+74.51, 4A0 LT I I TOP, 23;11 CA W. NE 19.0 + 0 -74 fIX 53+56.07, 15.23' LT TOP 23.49 1W. IOW 16.52 1W. ISE 16.42 1w. ,, w 18.69 N A. = 53+71.12 5TA = 33+78.65 PV ELEV = 23.35 06 Z41 Cc 0 cli 0 p IP (A O } { § 4 I (A + 55+25.18 0 I g = STA. +.54.bb 0 '` PVI i ST� 55+25.18 PIAILIV = 22.66 8-5 5� 55+36.81, 7.28' LT Ilk* TOP 22. zz 1W. NE 15J1 IW. Sw 15.81 ga o DS -5a A. 55+50.24 M (A C 4- 4 + 0 0 or in. io s DS -2 STA. 56+78.11. 6.85 RT S-6 ETA. 57+4.76, 6.53' LT TOP 2$$.35 INV. S 15.16 %4 IW, E 1,15.06 + 57+5.33 0 PVI ED = 23.22 0 �C.51-0-- OD c' + r" M rn 01 WA it E<- rn (11 OD + 0 m4 sm 58+46.51, 7.14' RT 0 $-7 STk 58+62.57, 1.80- LT EAST. T( P 20.68 co N RESET TOP TO 22.72 IW. W 14.55 IW. NE 17.75 1!5 DS -4 M 58+82.97 P PVI : ST � = 58+82.97 > w CID -q LEV 22.66 m w tD yr I ° } f + ch 0 O 0 1-n all% P:: S-11 ETA. 39+0.10' 18.211 LT 23 03 M SW 19.0 t CA CA i z 0 + 0 0 PVI SA = 60+20.58 ov PVI ELEV = 23.10 SCHULKE, BITTLE &STODDARD, L.L.C. PROFILES CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING - ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 1770-9622 FAX 772 1770-9496 EMAIL info@sbsengineers.com Wc -I n M c=, cn ,� J J r 0 0 .0. 0 + 0 0 PVI STA 0+00 'j! PVI ELEV = 0.75 p PVI STA ;= 1 Qt28.92 PVI ELEV =21.08 p PVI 51 k= 10+50.00 ra PVI FID = 22.92 c% (A PVI ST� 10+92.18 A. 59+25.39 PVI ELEV = 22.80 cn ca + FTI w Of v cc / THE DRAWINGS ARE THE DRAWING 5028 -CONST MARK PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR DESIGNED JWS E 17.95 0 EXECUTED OR NOT. COPY OR DRAWN MAD USE FOR OTHER PROJECTS IS PERMITTED ONLY BY WRITTEN CONTRACT WITH THE 0 ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTED SCALE 1"=50' 0 33 C) rw, ps; I.o°Do 0 J.2 V PVI $7 A = 30+55.00 E< ''PVI ELEV = 23.10 0 1 94 SU, 31+51.90, 10.16- RT + 0 +10.17. 9.18' RT Et TOP; 22.38 1W. SW 17.43 INV.' NW 17.31 INV.: SE 17.21 DS -13 M. 31+61.07 STA. 2.0+00 1 PVI SrA = 31+61.07 PVI LEV = 22.66 + 0 0 BRISTOL LAKES TOWNHOUSES & SUBDIVISION S4 -;rA. 33+59.65, 10.16' gr TOP 13.49 IW. M 16.52 1W. DE 16.42 1W. !W 18.69 PVI "TA = 33+78.65 STA. = 53+71.12 PVI ELEV = 23.35 aS-ilrk 52T491705+600 0"UIQ FIMI 0 .11 01 + 0 PVI STA = 50+00 0 STA = 21+97.56 PVI OD = 23.28 cr C4 01 cq f 8 + 0 0 �'4 1to !, 7 r6 i + fie, OS -11 ETA. 51+67.82 rn 1PWSTA = 51+67.82 PVI E -LV = 22.66 + 0 C-% 0 tv � S-10 7A. 52+74.51, 4A0 LT I I TOP, 23;11 CA W. NE 19.0 + 0 -74 fIX 53+56.07, 15.23' LT TOP 23.49 1W. IOW 16.52 1W. ISE 16.42 1w. ,, w 18.69 N A. = 53+71.12 5TA = 33+78.65 PV ELEV = 23.35 06 Z41 Cc 0 cli 0 p IP (A O } { § 4 I (A + 55+25.18 0 I g = STA. +.54.bb 0 '` PVI i ST� 55+25.18 PIAILIV = 22.66 8-5 5� 55+36.81, 7.28' LT Ilk* TOP 22. zz 1W. NE 15J1 IW. Sw 15.81 ga o DS -5a A. 55+50.24 M (A C 4- 4 + 0 0 or in. io s DS -2 STA. 56+78.11. 6.85 RT S-6 ETA. 57+4.76, 6.53' LT TOP 2$$.35 INV. S 15.16 %4 IW, E 1,15.06 + 57+5.33 0 PVI ED = 23.22 0 �C.51-0-- OD c' + r" M rn 01 WA it E<- rn (11 OD + 0 m4 sm 58+46.51, 7.14' RT 0 $-7 STk 58+62.57, 1.80- LT EAST. T( P 20.68 co N RESET TOP TO 22.72 IW. W 14.55 IW. NE 17.75 1!5 DS -4 M 58+82.97 P PVI : ST � = 58+82.97 > w CID -q LEV 22.66 m w tD yr I ° } f + ch 0 O 0 1-n all% P:: S-11 ETA. 39+0.10' 18.211 LT 23 03 M SW 19.0 t CA CA i z 0 + 0 0 PVI SA = 60+20.58 ov PVI ELEV = 23.10 SCHULKE, BITTLE &STODDARD, L.L.C. PROFILES CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING - ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 1770-9622 FAX 772 1770-9496 EMAIL info@sbsengineers.com Wc -I n M c=, cn ,� J J r 0 0 .0. 0 + 0 0 PVI STA 0+00 'j! PVI ELEV = 0.75 p PVI STA ;= 1 Qt28.92 PVI ELEV =21.08 p PVI 51 k= 10+50.00 ra PVI FID = 22.92 c% (A PVI ST� 10+92.18 A. 59+25.39 PVI ELEV = 22.80 cn ca + FTI w Of v cc / THE DRAWINGS ARE THE DRAWING 5028 -CONST MARK PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR DESIGNED JWS WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR DRAWN MAD USE FOR OTHER PROJECTS IS PERMITTED ONLY BY WRITTEN CONTRACT WITH THE CHECKED JWS ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTED SCALE 1"=50' PURSUANT TO THE COPYRIGHT LAWS. DATE 2/16/2005 REVISION DATE N to WETLAND/UPLAND KEY = = N 0 to M "` TOTAL WETLAND/UPLAND CONSERVATION EASEMENT = 1.20 AC = 155.00 I 155.00 2 W / I Z W Y U W r r , r , , N LIE �OFN7iIL 4 �S&9)1 E'21 "W w Z a 29.5 25 25 25 25 27.5 , a c ¢ 2 o 2 w �\ 29.5 25 25 25 25 27.5 & 3909 CAP 1324.71'' z o o ,\ \ WETLAND CREATION = 0.34 AC ¢ v, F o a 'tz'_ t2'':: �d2 ENT � � S o o I.. q' (°° PASO• co t2r 't 12' 12'.' T�:" d2'. EM o N W 0- c0, _ PA'IQ..° 'PA 21" ' cc. PA .•�?e :PAlU..•. °O PA -10•':°' 0.20 NORTH w w co.! o o lb FOUND NAIL I IaIJ J�, - °._ ._ C , 00 ., .� I EXISTING WETLAND PRESERVATION/ENHANCEMENT = 0.37 AC - - �> c 0 2 STRIPING KEY I I P 0' I I cwi� uwi w 3 0 N N _ - o, I A 6 SOLID WHITE I I I N 5". 5. (NO EQUIPMENT IN THIS AREA) o> O nN ,� o_ •a= B 8' SOLID WHITE I ¢ a a N orth �! ! N I LO C= 12• SOLID WHITE EXISTING WETLANDS TO BE FILLED = 0.74 AC w I w ckr Q to to <o N y w , !! '� II D = 18" SOLID WHITE 0.49 AC ISOLATED - NO MITIGATION REQUIRED a o I a m E = 24 SOLID WHITE z N jj U LO 0.25 AC WETLAND IMPACTS - - �' _. - - - 1 - ' a� �. - - 4 _ , G = s, SKIP WHA TTYYP s� 10 j) wLi 130.00' I e POI H P GH - - - = 6 2'-4') _ - I to �• : - ',, > . R _ GRAPHIC SCALE �. P H. __ . 'P J=18SSOUD YELLOW w I i o co N O P4tfC CH ' o WETLAND/UPLAND BUFFER = 0.19 AC - • - w '.� .:' , ; ::., ' , : :, ; : K s• DOUBLE YELLOW w I �, o o �, o' 25 So' goo• 200• 29.5x. :: ; 25' 2 ..'bCi 25' 2 '• . ',. X7.5 j 22 i' 25+ '• 25' ( L = 6- SKIP YELLOW TYP (10'-30') z N Z ■H -._ .. - r = - O 3 n. N r N G W y,. N .• M 6' SKIP YELLOW W � f� NYELLOW 20 N 6 S YE 0 TYO 2 4') Q? w SE�TI� NN z z W �- G - P =RPM MONO -DIRECTIONAL WHITE/CLEAR w _ P ( IN FEET) r } cV I i- 4! Q EXIST UPLAND PRESERVATION = 0.30 AC N 4 SIDEWALK R =RPM Bl -DIRECTIONAL AMBER/AMBER V) Po r? I o 4 0 cn o r- �,, � R =FDP WHITE � r� r� I 1 inch = 50 ft. - - - - - - - - S = FDP YELLOW 0 LL_ TYPICAL BUILDING DIMENSIONS T =RPM BI-DIRECTIONAL WHITE/RED o I t o I I I 1_L.I w� av xwrw- TYPICAL BUILDING DIMENSIONS I ��wow LN= pri Cd � I �wwoc,om3�W �w WITHOUT SIDEWALK - SCALE: 1"=30' o in WITH SIDEWALK - SCALE: 1"=30' � •%. • .,:.r� III 3���W�1=��.��x . zo �o�o7mo O 4a�w �o7zwwa(� wok-wwa��w�a WETLAND 3 CREATION O � I I oa33w��+3wxa� ,< 0.33 ACRES z z I I I ( \_� =X�,Lj ( '�� � � SEE WETLAND PLANTING PLAN - I I I I I PALM LAKE CLUB PHASE II I I( I 1 :. BY ENVIRONMENTAL CONSULTING SET J, 1" IRON "" GROUP, INC. PLAT B 0 0 K 14, PAGE 1 O EDGE OF PAVEME ROD SCI 909 CPAP V BEN( HMARK #2 <: - - - - - - - - - - - - - ■ SPECIAL EMPHASIS 0 PROPOSED POOL - - cD 0 & BATHROOMS ' W� MARKINGS TO BE FENCED /� W (N O ( I , • y , ` 1 SEE RESTROOM L_ -I 1 WHr/3 O.C. ° r ARCHITECTURALS FOR AND 6' WALL coNSTRucr vnm - I / I LAYOUT DETAILS FENCE PRIOR TO - Q c M ON NORTH SIDE �,�„��,� o _ TREASURE CIRCLE o� 60 PRIVATE RIGHT OF WAY IX,�. ,o. �„m�E,,� I � N1L fflJCE FENCE PRIOR TO TRENCH µD aAcxFtu TO - ori Z N I11749 e ,�,I� $ o UMTS CONSTRUCT VYNIL c`v EXIST o ,> PROPOSED WALL c3 N sc EDa� / SET 5 /8 I R 0 N , / / Q O LY I#]GIiT 127 4 FIN. FLR. EL=24.25 ° NDS" Pi OCCUPANCY of ANY EL n.o ET w/ NATER AL me 20 UflLIiY / W co ..� i i b - UNITS �w/ > 15% MAW ITN6 � N" P.L pRopost� wlu�e xa�! Pt � � � R 0 D & 3909 CAP s� '`� - -' - ■� �, : rt -� s E _� 0MmP.L (TYPICAL) / �lz�j W co , li 1VU FOR• Cp' Li TOP ur L,�I�I: Iui ' J.a I VERHEAD LINES D T- - - - - - - - --Le", "e - - Lj - �+-------- •.:�:.' 3. \ �.---AST-E----1C ----- - - - - ael:,,,; '• N 0 a PR POSED IVO STORY 7 � I / tip' � `�° :: � o E I �� : �` �, TRAC'�\'B \ `., DRAINAGE - - / TRACT D q' \� \ \ :� ` I I 6eSE� N� o O I I / \ �\tYETLAND �I' EASEMENT UNIT C.B.S.CM>�� 0 z Z 0 w o I I DRAINAG� EASE �°� K '� Z8 A ° ' ` �, .� ` ;• t�; \ 0.6 AC 1< -I G AN. FL x.21 X // � �-- w R. EL=24.9 / x.43 A� o _ pp .:.� ` C N �R�(ATION , . N .�. �� \ \.� 6 5 4 3 2 1 L �KEI AREA/, / / o > I I , (a•,�.'R ?J os ' �.•: \ \\� , �.' ' \ 10.81 I o.o Acs , : / TAKE AREA ! ' Jam' . •:� ? C o -' \ .. ,.� \ 1 a Q t `� I\ i ;N . ,.� / f _ co Q � N 0.16 AC / ° :'` 6' ' / / W Z o -!4 Lu TURNING CAR SCHFLATIC $ 60 ,. \� W-3 0.37 AC OF 0.62 AC \ o �� e t4. _I C� (� N - WETLANDS TO REMAIL! - PR �`- :::: -' - / / i ti � • . v� +,br � \ 1 Fes• 9 ,� f ' / �� NST. D�bBJE � \ •. M , .. I- o I \ .,. ?,. ,,•:: �o :. ;: e° �\ :_ REMOVE EXOTICS o. �4� a; �% �oT�IARK GNS W o 0 I \ \ �...},y �ti , O 6• X10 4 24.9 > :. : `/ \ ;ell/ vv / M m Iy .:. %�, �Cp '` :{'F• ;�. •, - ;; - BV - GE 1 1� / $ yCIGNST.TiI- Ste.., / W E- I ,. �,� / + o� s��, ' \ 2 F 8, °� 16 15 • x:: • ba �� �� Grrs. �.`w w I �. •r Q �� :a' C C) > 04 0cil 'ry��'.�ti;�: Q� h 5R ? �O j . s "1 ': ,- - •�� STREETUG �{ (' / / L � CND mG� - - s .3 tP 5 R ! �.• / �AlED EIAFRGGI]dCCY AC2f� ONLY C-1 Z `.:. ... ..... 2� /T HASlS - „d Au LfN0 ON GATE Gj• SPECIAL EMP rn /WST �SWIrCH Q h V. .. .•• 'S1B� ��°j T ;` CROSS W I € �,�• / / � � � e � �o r I I I / , /( CJ• // .:r' - JO ,> .t r g / / C K SO NS_T j" -T SIGNS O ,` K ¢ . - 1 C 56 iR1-1 30 STOP EXIST. 10' UTIU(Y EASEMENT \ _ � z 9 J- ' ,^oNsr. sraP y / / iG ' N Z -1 29. �' oG'�' h ? 9' `�, s SIGNS ti I �' � �••• : •� ••,�:'' •• • ° � 1`0 I I �; - Q h ��:..' q2 �:• r � / 55 � -- ,- '�� .• • . of / / (%� = `-tw- ,y . rn ( \\ �• \ seg h'h ',r.''tir� / SIGN 1\1 So• sT v y ool ": -Jl-i I / / {, 4 :'..j : i. ` �`- •.4,c t .Qn •Y•. ' ', `° , ``. •s. �' A. ` • / T E Z" - / el i � I I / ?o '; -� ss� \ \ ••,:., £ O / 1 °� E - a � ' ' / / N TES• ', •',. -:. \ �� SIGNSi• R1- SIGN r �"1 I I I I/ / : • ' �'� '�• \ \ :: �`Jh 1 SEE PRELIMINARY PLAT SHEET 5 FOR 1� I / ;,..w.«i 00' \ \ \ y :'. 0 1 p z' CENTERLINE GEOMETRY AND LOT w� / / " .,.:'" Q� •� :.`•; r� c o sAa \ `' K RAIN / / DIMENSIONS. W �' I/ :::' �cy :a. s R3.� • .� s•R i i� �� , J / ENV / 2. SEE SHEET 15 FOR SIGNAGE AND z / Q a, hh s �, +E)' SIGN, Rt -1 ONS, �y /SRC PAVEMENT MARKING DETAILS AND J I Zi ?. ; Q� �` -� G E '`� o` / " / / oN 4-7 YaU / SPECIFICATIONS. cL I , � • � �O � / \ 1 . ;!,• Q �� � .,;:.. yy / � // / E RIGHT%S � / r_ IN / o'1 ,-i O 25.0 I +},Y~ O�J� /! :� K o, C / !� / / ONST. R1-1 30' STOP - { I SEK \ Q ° Y. / /:: �1,"' s ��` ; : / T�R T'� SIGN, STREET SIGNS. / CD I I \ �- Q� �.. x / / /DRAIN) PARIOfJG p� cP • . s ♦ ' / / S ESI Ey z° cOO ?'z Q !� �/ / / �� No. FTP 25 _r6 OAR MONK sm I Q I 1 !. ..,.. ., /\� \ / HANDICAP SIGN ! 2 Z 1% / I 1 -'II �, , U O.. I I I \ / .«.',•r � a +� / 0� 5 r , _ 6` WHITE sTRIPE- T L 20, WOtlWIG '�o� WFC sIOP o V) -T+ 6 Ado Yr / / , / , » // e' coNcxrETE� o a o.c. - - I l To � ORRSS AWACENT L > 1 • a "� , �. / WHEEL STOP c _ c cn I ( y 6pS,F 4 - y .(.r / / j / / / / / / EXCEPT WHERE ADJACENT !i �r I I 62 ti G __Aj �o / / - / s / To Cure OR SIDEIYALK WHEEL sroP m 6' WHITE STRIPE Z 1p Q N TYPICAL g EXCEPT WHERE AQiACENf J o / c� 7D CURB ORE A WALK 6• WH��' / / R IPE irn') o I i I 6� `O r• ...... • •TRS I / / 6' WHITE/ N 6• WHITE STRIPE, � / TRLPE (TYP} BLUE IF I AP SIAL _ j / DRAINAG / / TTYPICAL STAID N I I CON5TIiUCT SPUr-RIUL �� 6+ / / a r� Q� / / 6' BLUE STRIPE C FENCE PRIOR To s \ ® ���� \ OVFRHANj cry 2HSEM V/ / " `TYPICAL WHITE STRIPE srRIPE ® W I 8- N c I, i UNITS OF ANY ,: 6'6+ \ \ � / / / / / AC / f TYP ITE STRIPE TYPICAL ( j ) C I I I TRACT C - UPLAND t %sem / / O CONST. -M=1 3 P / / N • / / / WHITE STRIPE tjnro CONSERVATION EASEMENT SIGN, STREET SIG S, / - TYPICAL- z o . - I \ L_ -0 22 C- - - - - - " / / / / /' PARK PLACE PLAT 1 TYPICAL HANDICAP PARKING TYPICAL COMPACT PARKING coNsrTllrcr sr-wuL ,- - / / TYPICAL STANDARD PARKING g FENCE AT CONSERVATION _ - - - - : , / / PLAT BOOK 14, PAGE 9 5 STALL STALL o -�-t - - - _ i / STALL \ 3 / - ''= •� i / / N.T.S. N.T.S. ` I. 4V _ / / N.T.S. BENCHMARK #• / / NOTEr A). ALL PARKING SPACES WITH EXCE:PTIDN OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED N 40'x40' SIGHT EASEMENT !_ �� '� / IN WHITE RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSI'DRTATION (FOOT) STANDARD SPECIFICATIONS FOR ROAD6 BRIDGE CONSTRUCTION. JOSEPH W. SCHULKE ' � �' --- -' � 19961 SECTION 710. FL REG. NO. 47048 BJ ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDOT ❑JODAH B. BlTTLE STANDARD INDEX 17346. 0 ALL COMPACT SPACES SHALL BE MARKED •COMPACT' ON THE STALL OR TIRE STOP. FL REG. 73 6 []WILLIAM . ST `D N25 I / SHEET ,n t� 10 c ROJECT 0. J 05-02 J 0 r N � O r; 3 Q N rl 0 N z a Lu 6 In0 g 3 v �r z 0 LANDSCAPE MATERIAL STANDARDS & NOTES (1) QUALITY. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO.1 OR BETTER, AS LANDSCAPE REQUIREMENTS TREES HEDGE/SHRUBS 1/2' DIA RUBBER HOSE W/ GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND 1. ABUTTING PROPERTIES DOUBLE STRAND OF 12 GA. PART 11, STATE OF FLORIDA. 1,332 LF - 369 LF CONSERVATION EASE. = 963 LF 963 LF = 385 SHRUBS @ 30" O.C. Q v GALV WIRE AND MINIMUM (2) TREES NORTH- 963 LF X 1 TREE/25 LF 39 (A) CANOPY TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN �® 3 GUYS PER TREE. TWENTY (20)FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. 2. ADJ. TO ROAD RNV \ '� WHITE FLAGS ON EACH WIRE (B) ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK SPACE. 589 LF -124 LF CONSERVATION EASE. = 465 LF 465 LF = 186 SHRUBS @ 30" O.C. (C) PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN BRISTOL STREET- 465 LF X 1 TREE/25 LF 19 ** THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. (3 PALM =1 TREE) LEGEND D SET TOP OF R❑OTBALL FLUSH WITH (D) TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL 1,473 LF -152 LF CONSERVATION EASE. =1,321 LF 1,321 LF = 529 SHRUBS @ 30" O.C. QQ Q SURROUNDING GRADE WHEN SETTLED, HEIGHT, AND 2-1/2" D.B.H. AT THE TIME OF PLANTING. BARBER STREET -1,321 LF X 1 TREE/25 LF 53 * NO TREE SHALL BE SET DEEPER THAN (3) GRASS / GROUND COVER: 2,749 LF = 1100 SHRUBS @ 30" O.C. DENOTES PALM CLUSTER THE GRADE IN WHICH IT WAS GROWN, ALL UN -PAVED AREAS EXCEPT PLANTERS, MULCHED LANDSCAPE BEDS, TO BE SODDED (FLORATAM). ALL UNPAVED 3. ADJ OFF-STREET PARKING (CLUSTER OF 3), ADONIDIA PALM, ALEXANDER PALM, CABBAGE PALM, OR 48' DIA x 3' DEEP AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON -LIVING OR VEGETATIVE 183 PARKING SPACES X 1 TREE/5 SPACES 37 ** OTHER SUITABLE PALM MULCH RING GROUND COVER. (4)SHRUBS/HEDGES: TOP OF GRASS FLUSH (A) SHRUBS & HEDGES SHALL BE A MIN. OF 24" AT PLANTING, AND SHALL ATTAIN A MATURE HEIGHT 4. OPEN SPACE = 266,630 SF - 87,274 SF (LAKES)= DENOTES PROPOSED TREE - LIVE OAK, LAUREL OAK, WITH TOP OF MULCH OF 36" MIN. SLASH PINE, OR OTHER APPROVED TREE (B) HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C. AT PROPERTY LINES,. 179,356 SFX 1 TREEl2000 SF 90 ** (3) PALM CLUSTER MAY SUBSTITUTE FOR ONE TREE. (5) IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: TOTAL TREES 238 REQUIRED ' :" INSTALL ALL TREES W/ k THIS REQUIREMENT WILL BE FULFILLED WITHNEW TREES (A) GRASS AREA SHALL BE IN HIGH USAGE ZONES. ** THIS REQUIREMENT WILL BE FULFILLED WITH NEW & EXISTING TREES DENOTES PROPOSED CANOPY TREE - PLANT IN WETLAND/ UPLAND -' 11ILORGANITE OR (B) TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. ., BUFFER -RED MAPLE, LIVE OAK OR SCRUB AGRIFORM TABLETS (6) CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE BUILDING DEPT. FOR APPROVAL. PROVIDED LANDSCAPING $ " "'' '' HICKORY. (SEE 'WETLAND BUFFERI SPECIFICATIONS) (7) THERE SHALL BE A MIN. OF FIVE (5) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP MORE THAN 50 % OF PROPOSED TREES. PROPOSED NEW TREES 137 BACKFILL WITH CLEAN PLANTING (8) THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY EXISTING TREES TO BE SAVED 101 DENOTES PROPOSED TREE - DAHOON HOLLY OR OTHER SOIL AND WATER THOROUGHLY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS ADDITIONAL TREES PER P&Z CONDITIONS APPROVED THIN CANOPY TREE AT TIME OF PLANTING, REQUIREMENT. AT POOL: 2 CANOPY DIAMETER OF HOLE SHALL BE (9) THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE PROPOSED 5 UNDERSTORY ® DENOTES PROPOSED UNDERSTORY TREE - WAX MYRTLE, MIN TWICE DIA OF ROOTBALL VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY CODE, AS REFLECTED ON THIS AT WEST P.L.: 6 CANOPY CREPE MYRTLE, BOTTLE BRUSH, OR OTHER TYPICAL TREE PLANTING DETAIL PLAN. SUGGESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS: 15 UNDERSTORY APPROVED TREE N.T.S. PROBABLE TREE COMPOSITION PROBABLE HEDGE/SHRUB COMPOSITION000000 TOTAL TREES PROVIDED 246 CANOPY DENOTES PROPOSED HEDGE - SHRUB 30" O.C. - 0.37 TRIPSACUM DACTYLOIDES SLASH PINE •1.2 BOTTLE BRUSH WAX MYRTLE *1 SILVER BUTTONWOOD •1'2 20 UNDERSTORY LIGUSTRUM, VIBERNUM, OLEANDER, ELEAGNUS, FROM PLANT SETBACK 8' MAPLE TREES LAURAL OAK •1.2 LIGUSTRUM •2 SAW PALMETTO *1 CLADIUM JAMAICENSE OR OTHER APPROVED SHRUB FROM EDGE OF WALK NATIVE PALM TREES'1.2 SYCAMORE OLEANDER •2 SCRUB PALMETTO *M K ;* r TO ALLOW FOR GROWTH EXISTING TREE TRUNK DIAMETER VARIES w: LIVE OAK 4.2 DAHOON HOLLY 4.2 AMERICAN HOLLY 4.2 VIBURNUM •1 DENOTES EXISTING PINE TREE TO REMAIN MASONS STRING W/ _ STOPPERS •1.2 YAUPON HOLLY •1.2 BOUGAINVILLAEA12 ROSEMARY •1.2 LANDSCAPING POINT CALCULATIONS „� :, i FLAGGED RIBBON �� a ' SOUTHERN JUNIPER • 1.2 CRAPE MYRTLE •2 YAUPONHOLLY •1.2 OPTIONS POINTS t, z DENOTES EXISTING OAK TREE TO REMAIN 18" 18" 18" 18" CONTINUOUS 3' LAYER OF MULCH, CONTINUOUS AROUND SCRUB HICKORY 11.2 MAGNOLIA*1 •2 MOISTURE SENSING CONTROLLER 5 POINTSO.C. O.C. O.C. O.C. BARRIER 2 ROWS PROBABLE GROUND COVER DROUGHT TOLERANT SPECIES DENOTES EXISTING PALM TREE TO REMAIN o TOP OF MULCH 2 BELOW TOP OF SLAB, DWARF JASMINE MEXICAN BLUEBELL • 1.2 LIRIOPE NOTE: A. 51 %-100% TREES 10 POINTS-a----D•-DENOTES PROPOSED SPLIT -RAIL FENCE FERTILIZE WITH ❑SMOCOTE AS • 1 MORNING GLORY.2 DAYLILY•1.2 FOUNTAIN GRASS B. 25%-50%SHRUBS 5POINTS PER MFG RECOMMENDATIONS CREEPERS •1 •2 VIRGINIA CREEPER •1.2 DWARF LANTANA •1.2 1 •) 50 % OF ALL VEGETATION SHALL BE NATIVE DRAUGHT TOLERANT SPECIES. 0 0 .. 2.) EXISTING TREES WILL BE PRESERVED WHEN FEASIBLE AT THE DISCRETION OF THE OWNER. EXTRA SHADE/CANOPY TREES \ \. :: ::::: ........ ::; : _ :: 12-12-12, 6 MONTH FORMULA •1 THESE PLANTS ARE NATIVE TO FLORIDA °max` `r. t• >.r x`3. 'h. ,, (40% EXTRA -EXISTING TREES) 10 POINTS 2,0' °:� • a.°Y >' r ° H- I ``-,. �Mr ;� 7.. d ' . . ..... . . . •2 THESE PLANTS ARE RATED VERY DRAUGHT TOLERANT.?'- ? +,r, TOTAL...........30 POINTS .. e.•.t�•....f� „r:.• .,..� ,!.r.•....:.,.;�K.:.,.. ,.::.% . �i _ y , , BACKFILL BETWEEN PLANTS WITH 6' PREPARED PLANTING SOIL i 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED io PAVEMENT (AS REQUIRED) (SEE LANDSCAPE SPECS) 60/40 001 ELEVATION °� 6 ^ WETLAND 3 CREATION 6'°�' 0.33 ACRES SOIL MIX, SAND /MUCK, z z NTS - SEE WETLAND PLANTING PLAN PALM LAKE CLUB - PHASE I! TYPICAL GR❑UNDC❑VER PLANTING DETAIL NOTE: CONTRACTOR MAY SUBSTITUTE ti� ° TREES BEHIND Pool NVIROGROEUP,A INC. PLAT PLAT B 0 0 K 14, PAGE 10 N S 6 6 HEIGHT CONTINUOUS CHAIN- PY x�-�NDAHOON HOLLYS OR OTHER ADD ADfTIONAL TR b•. ry ob EDGE e I'll, �� TREE WITH NARROW CANOPY TO 2 LIVE OAKS 5 UNDERSTORY o, p _ - _ - _ - _ _ _ _ _ N ti BEVAMARK #2 AVOID CONFLICT WITH POWER tK PROPOSED POOL �A �o° ti �, �, ,y - - - - - ` ,�ti� �, 1 `L 00 POLES -PLANT 15 LF FROM P.L. Xr, & BATHROOMS ti� X`1 p ti• ry ti . , h ti titi .�ti° ` ti` X`y �ro r tx AREA TO REMAIN AT EXIST. X 0�' `1 `L ti `' �' �' o, / `L `L 'L 4b '� X `L O 5 O I X L o, ti' ti' s �E - �- 1 - p - - y- - iE - `L O - - S O g `L°c GR REMAIN NATIVE VEGETATION TO BE FENCED ti �, - �, - � O �- ,�j�--� I I � �• ti O, AND 6' WALL �� X �� ti*vlURE ` RC LE - `'�' P R IVAE RIGHT WA ��1�3 k `� `� � PRIOR t' ti x x x`� x h• X `L• S X`l''��, rL •. 'y I�' S,. RCP X '` X c0 4 ti x "`L �k ON NORTH SIDE �' x `� X I `v ,1^ w I �L� �1� w►� FvrE �h �tiC Xry � ,T`L `L� � � IRU VYNL rl, <0- `l .& �L�'�L 'L`'p, ` ` � 0 Y `/. X rx� 0 • NORnI P�. X k p,• At, o� a vna R� `L' 1 TiCE PRIOR TO ^ Ickl um Bncl�tu io h- O� - - 'p - -- �-��� wta FBICE -�E� -�� �� �`- -or X N `y X 0 �,°' �b� -EIIJ . I R FI .74 iri n� .`L� �Cfl- a xolml P1 X�mrtsr stt -. nX��� _�,` XOCCUPANCY OF ANY x� a n.o �r w/ unhaw x0n��--d WNL FM v`l ��' ..`L'o�' n`L `L/ -a r►>am ai � .. ` �°'' kl_i�.� X_��rx „L/- - 5 LrO4 �1 �� I _ .X'' x CrI I � � I NOTE: PRU JE Aldi CANOPY TFEES H ITHI VCEEmAml PRK�O SIGHT EAS MENT TO BE CLEAR 6'BOVE I GR/,DE o UN \ �. 0) (� tK BENCHMARK XrDc00 �4) 5�L �tK SERVAIIb�ool�i: ar IF110E �.3 Xrw 4D��' / - -� ' tip• �- .� ,y�°c � � 0� O` � \401XjU`-SIGTIT-E�S" T `ie Off` RNNIS'NAM � -��'` J�" � ate. � �, • ' • � � �$ V ����'� � �,>% 'til 1 • .� s JFA k �• • 1 29"X78'C.M.P. EXIST. 22"X13" E.C.M.P. _ o r t h LINK FENCING FOR HORIZONTAL BRACING AS AN OPTION. lb TREE PROTECTION BARRIER NTS SET 5/8" IRON EXISTING TREE / TRUNK DIAMETER MASONS STRING W/ ,\^ROD & 3909 QPP ,VARIES FLAGGED RIBBON (TYPICAL) x,yti `/ CONTINUOUS AROUND BARRIER 2 ROWS %y \o, i KEY r r r C/L 10' UTILITY EASEMENT �dT GRAPHIC SCALE 50' loly 200' ( IN FEET 1 inch = 50 it. NOTES: 1. SILT FENCE MUST BE INSTALLED BY HAND PRIOR TO ANY CLEARING AT PROJECT PERIMETER, AND AT PERIMETER OF WETLAND AND UPLAND CONSERVATION AREAS AS SHOWN. 2. EXCAVATED MATERIAL SHALL BE PLACED IMMEDIATELY, OR STOCKPILED AT LOCATION OF (BUILDING/UNITS 1-6), OR (BUILDING/UNITS 43-54). MATERIAL SHALL NOT BE STOCKPILED ADJACENT TO WETLAND PRESERVATION AREAS. 3. EQUIPMENT SHALL BE PROHIBITED FROM TRAVELING OVER THE WETLAND OR UPLAND PRESERVATION AREAS. THE WETLAND CREATION AREA MUST BE EXCAVATED AND GRADED PRIOR TO EXCAVATION OF TRACT E LAKE. 4. A SPLIT RAIL FENCE SHALL BE PLACED AT THE PERIMETER OF THE TWO(2) CONSERVATION TRACTS PRIOR TO OCCUPANCY OF ANY RESIDENTIAL UNITS, SEE SHEET 14 FOR GRAPHIC DEPICTION OF LOCATION. ADD: SIGNS PER 100 FT (SEE DETAIL) SHALL BE PLACED ALONG THE SPLIT RAIL FENCE. 5. STORMWATER TRACT 'F' SHALL BE IMMEDIATELY EXCAVATED TO A TEMPORARY DEPTH OF 19.0 FT NGVD AND THE BANK FILLED TO ELEVATION 23.0 FT, STABILIZED AND SEEDED. THIS SHALL SERVE AS A SETTLEMENT POND FOR INITIAL DEWATERING ACTIVITIES. �-- 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED PLAN VIEW PAVEMENT (AS REQUIRED) NTS WETLAND ENHANCEMENT I 71: ro QTY 0.37 TRIPSACUM DACTYLOIDES 1 GAL 5 0 to n n n CLADIUM JAMAICENSE N \ 04 N ' r' ' i -'j 48 \\ \� \ SPECIES SIZE PLANT SPACING SAGITARIA LANCIFOLIA 1 GAL 3 �1 I 4 I MUHLENBERGIA CAPILLARIS 1 GAL 5 LrO4 �1 �� I _ .X'' x CrI I � � I NOTE: PRU JE Aldi CANOPY TFEES H ITHI VCEEmAml PRK�O SIGHT EAS MENT TO BE CLEAR 6'BOVE I GR/,DE o UN \ �. 0) (� tK BENCHMARK XrDc00 �4) 5�L �tK SERVAIIb�ool�i: ar IF110E �.3 Xrw 4D��' / - -� ' tip• �- .� ,y�°c � � 0� O` � \401XjU`-SIGTIT-E�S" T `ie Off` RNNIS'NAM � -��'` J�" � ate. � �, • ' • � � �$ V ����'� � �,>% 'til 1 • .� s JFA k �• • 1 29"X78'C.M.P. EXIST. 22"X13" E.C.M.P. _ o r t h LINK FENCING FOR HORIZONTAL BRACING AS AN OPTION. lb TREE PROTECTION BARRIER NTS SET 5/8" IRON EXISTING TREE / TRUNK DIAMETER MASONS STRING W/ ,\^ROD & 3909 QPP ,VARIES FLAGGED RIBBON (TYPICAL) x,yti `/ CONTINUOUS AROUND BARRIER 2 ROWS %y \o, i KEY r r r C/L 10' UTILITY EASEMENT �dT GRAPHIC SCALE 50' loly 200' ( IN FEET 1 inch = 50 it. NOTES: 1. SILT FENCE MUST BE INSTALLED BY HAND PRIOR TO ANY CLEARING AT PROJECT PERIMETER, AND AT PERIMETER OF WETLAND AND UPLAND CONSERVATION AREAS AS SHOWN. 2. EXCAVATED MATERIAL SHALL BE PLACED IMMEDIATELY, OR STOCKPILED AT LOCATION OF (BUILDING/UNITS 1-6), OR (BUILDING/UNITS 43-54). MATERIAL SHALL NOT BE STOCKPILED ADJACENT TO WETLAND PRESERVATION AREAS. 3. EQUIPMENT SHALL BE PROHIBITED FROM TRAVELING OVER THE WETLAND OR UPLAND PRESERVATION AREAS. THE WETLAND CREATION AREA MUST BE EXCAVATED AND GRADED PRIOR TO EXCAVATION OF TRACT E LAKE. 4. A SPLIT RAIL FENCE SHALL BE PLACED AT THE PERIMETER OF THE TWO(2) CONSERVATION TRACTS PRIOR TO OCCUPANCY OF ANY RESIDENTIAL UNITS, SEE SHEET 14 FOR GRAPHIC DEPICTION OF LOCATION. ADD: SIGNS PER 100 FT (SEE DETAIL) SHALL BE PLACED ALONG THE SPLIT RAIL FENCE. 5. STORMWATER TRACT 'F' SHALL BE IMMEDIATELY EXCAVATED TO A TEMPORARY DEPTH OF 19.0 FT NGVD AND THE BANK FILLED TO ELEVATION 23.0 FT, STABILIZED AND SEEDED. THIS SHALL SERVE AS A SETTLEMENT POND FOR INITIAL DEWATERING ACTIVITIES. �-- 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED PLAN VIEW PAVEMENT (AS REQUIRED) NTS WETLAND ENHANCEMENT I SIZE PLANT SPACING QTY 0.37 TRIPSACUM DACTYLOIDES 1 GAL 5 0 to n n n CLADIUM JAMAICENSE N \ 04 N PONTEDERIA CORDATA 1 GAL 3 48 \\ \� \ SPECIES SIZE PLANT SPACING SAGITARIA LANCIFOLIA 1 GAL 3 48 I 4 I MUHLENBERGIA CAPILLARIS 1 GAL CLADIUM JAMAICENSE 4" 3 48 \ \ 119' ��} - 20' W Wold n- U 92 I 0 to CL 4" 2 (n O F N J H S 92 w TRIPSACUM DACTYLOIDES 1 GAL Li N a ~ CANNA FLACCIDA LLI 3 184 \� I W 0.04 w Lu 2 o a auj In Y Q: TRIPSACUM DACTYLOIDES 3 GAL 5 17 N V) ILEX CASSINE L0 ACRES SPECIES SIZE PLANT SPACING QTY 0.37 TRIPSACUM DACTYLOIDES 1 GAL 5 348 SPARTINA BAKERI 4" 3 908 CLADIUM JAMAICENSE 4" 3 303 WETLAND 3 CREATION ELEVATION ACRES SPECIES SIZE PLANT SPACING QTY 18' 0.06 PONTEDERIA CORDATA 1 GAL 3 96 SAG11TARIA LANCIFOUA 1 GAL 3 96 \\ ELEOCHARIS INTERSTINCTA BR 3 96 ACRES 18' - 19' 0.05 JUNCUS EFFUSUS BR 3 48 ��\ MUHLENBERGIA CAPILLARIS 1 GAL 2 653 SERENOA REPENS 1 GAL ;• �� 105 PONTEDERIA CORDATA 1 GAL 3 48 \\ \� \ SPECIES SIZE PLANT SPACING SAGITARIA LANCIFOLIA 1 GAL 3 48 I 4 I MUHLENBERGIA CAPILLARIS 1 GAL CLADIUM JAMAICENSE 4" 3 48 \ \ 119' ��} - 20' 0.19 JUNCUS EFFUSUS BR 3 92 I SPARTINA BAKERI 4" 2 1241 TREE -(ie.: RED MAPLE, DAHOON CLADIUM JAMAICENSE 4" 3 92 TRIPSACUM DACTYLOIDES 1 GAL 5 33 CANNA FLACCIDA BR 3 184 \� I 20' - 21' 0.04 SPARTINA BAKERI 3 GAL 2 327 TRIPSACUM DACTYLOIDES 3 GAL 5 17 ILEX CASSINE 3 GAL 5 21 TOTAL 0.34 ACRES SPECIES SIZE PLANT SPACING QTY 0.14 PINUS ELLIOTTII 3 GAL 10 4 MUHLENBERGIA CAPILLARIS 1 GAL 2 653 SERENOA REPENS 1 GAL 5 105 *CARYA FLORIDANA 12' 10 11 WETLAND BUFFER NORTH OF CREATED WETLAND ACRES SPECIES SIZE PLANT SPACING I QTY 0.09 PINUS ELLIOTTII 3 GAL 10 I 4 I MUHLENBERGIA CAPILLARIS 1 GAL 2 73 SERENOA REPENS 1 GAL 5 63 *QUERCUS VIRGINIANA 12' 10 10 *NOTE: THIS CANOPY TREE MAY BE SUBSTTUTED FOR ANY SUITABLE NATIVE TREE -(ie.: RED MAPLE, DAHOON HOLLY, LIVE OAK, SCRUB HICKORY) d� J 0) J � M� 0 Q � �Q 0 0 Om LL. 1n Q (o Do W o LU _J 0 �Om O zzCrG W W o > �JJ �No0) Wo W _J (.5 G7 N 0 W00 M- <_ W W- �jU>N �to J ¢� zN U �- U) v JOSEPH R SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE 5 FL REG. NO. 57396 ❑WIWAM P RE NO. 5 0 DA ;JI SHE 11 P OJECT N ). 5-028 J / SPECIFICATIONS - CLEARINOZGRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE AND PERSONNEL. L, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING 0 F FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE OMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD: SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTiL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WALL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL: SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PR A IME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) - ACCORDANCE WITH SECTIO NS 320 330 U LIMITS SHOWN ON THE PLAN IN TYPES IMOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND L AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER (MIN. OF 3 / 1 PER JOB) 2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN.. AT PIPE DEPTHS GREATER THAN 5 FT, AND ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL E. STRUCTURES: (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. F. BUIILDING PAD: (1) AS SPECIFIED IN ARCHITECTURAL PLANS. G. CURB PADS - (1) DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 2000 FT. INTERVALS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy a 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI. CULVERT PIPES REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS - DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED 30 HOURS IN ADVANCE: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. G'IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. H. UPON COMPLETION OF CONSTRUCTION. INSPECTION NOTIFICATION: THE RESPECTIVE COUNTY DIVISION SHALL BE NOTIFIED, IN WRITING, WITH COPIES TO THE COMMUNITY DEVELOPMENT DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWING ITEMS OF CONSTRUCTION SO THAT AN IMMEDIATE INSPECTION CAN BE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WITH SAID APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 913. IF THE COUNTY NOTIFIES THE DEVELOPER THAT NO COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY-EIGHT (48) HOURS OF AN INSPECTION REQUEST AND IF t- A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT, THEN THIS REQUIREMENT MAY BE MET BY SUBMISSION OF A CERTIFICATE. FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 1. WATER LINE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION) 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) O 4. ROADWAY BASE (PUBLIC WORKS DIVISION) 5. SURFACE COURSE (PUBLIC WORKS DIVISION) N 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) M THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF ` SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER .-4 INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR r" THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFILUNG [913.07(5)(H)j. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION. IT IS INTENDED 70 INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARWNG LOTS/DRIVEWAYS. o TRAFFIC/PAVEMENT MARKING NOTES: H 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED iN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 01 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O,T.S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. STOP BARS SHALL BE 24" WIDE. Q 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. a0 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE ROADS/DRIVEWAYS N WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA Ln O DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. ti SIGNS: L 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. to 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11865. ,= WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). y 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. FLORIDA DEPARTMENT OF TRANSPORTATION NOTES: 01 1. ALL MATERIALS AND CONSTRUCTION WITHIN FOOT RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN 3 STANDARDS (LATEST EDITION). STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. •p 2. THE APPUCANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS. THE MANUAL 00 ty ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). O 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED N IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. O 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUAUTIES SUCH AS HURRICANES. 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, q BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. O 6, THE LOCATION OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. Ica 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-80D-300-8236. 8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9, ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. C 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN Q ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. V IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. N 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED BY 4:00 PM. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2" MAXIMUM., INCLUDING FRICTION COURSE. ,-, CD Nr A CD O 4 FT. AND 5 FT. SIDEWALK SOD MUST BE FLUSH WITH SIDEWALK 0.02 FT. FT. TOU C RB 4" THICK CONCRETE MINIMUM. 3,000 P.S.I. m 28 DAYS. SIDEWALK NOTES: 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WiTH THE "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310. 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5 -FEET O.C., AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO. 310. 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 28 DAYS. 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95X MAXIMUM DRY DENSITY. 5. SURFACE WiTH LIGHT BROOM FINISH. 6. SOD ALL DISTURBED AREAS. 7. CONST. 6" THICK AT DRIVEWAYS DETAIL AND SIDEWALK / BIKEPATH SPECIFICATIONS DEVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS. SIDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME BUILDER. 1/2" CONTROL 7 Z r 12- WIDE - EXISTING5-1 BASE I - TRENCH WIDTH 'W + 4' MIN. _{ (MIN.) ON ETE RIBBON SURFACE RESTORATION 6" CURB PAVEMENT SECTION .... ``"`' SEE DETAILS THIS SHEET):1 /IN 6" LIFTS.\ x \` w SAW EXISTING PAVEMENT 1 W /1/2" CONTROL JOINT m € i' /INTERLOCKING BRICK PAVERS o CO P N D �0 9% MAX ENSITY yiAASHTO T-180 t ) COMPACTED SUBGRADE X COMPACTION AASHTO T-180) \4!* COQUINA SHELL COMPACTED TO 98X MAX. DENSITY (AASHTO T-180) RIBBON/HEADER CURB DETAIL 1 Z 1/2" THIS PONT COMMSPOMS TO 0"ATiON OF IUP OF 08PT ORATE - EXISTING5-1 BASE I - TRENCH WIDTH 'W + 4' MIN. _{ (MIN.) > SURFACE RESTORATION 6" PLACE AND COMPACT MECHANICALLY MIN. /IN 6" LIFTS.\ x \` w SAW EXISTING PAVEMENT 1 W Z z v Q MAXIMUM WIDTH z :2 Q Of 0 U REPLACEMENT UMEROCK BASE MAX. MAK F¢ IN 3 UFTS AT e ap O 6" MAX. LAYERS OR 98X COMPACTION s- OTHER APPROVED ir.• , w METHOD TO ACHIEVE CURB DETAIL 98% COMPACTION LOWER QUADRANT TO BE MAX. WATER LEVEL 4" MAX. ALLOWABLE DURING A98%S��/\� CONSTRUCTION ••`'•.�%`\%��/ AT BEDDING ROCK �• • [12" 1Y PIPE N 0 T E S 3/4! DIA. BEDDING ROCK UNDISTURBED SOIL O.D. 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OR PEA ROCK WHERE TRENCH SAFETY ACT. CONDITIONS REQUIRE TRENCH WIDTH _ MAXIMUM LAYERS OR OTHER APPROVED ,Iff 98% COMPACTION UNDER PAVED N070 AS ESTABLISHED 1. WHERE SOiL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, INVERT PROVIDE APPROVED METHOD OF CONSTRUCTION. TYPICAL TRENCH DETAILS 2. SHEETING WALL BE REQUIRED AS DETERMINED IN THE FIELD. NOT TO SCALE 3. NEW SURFACING MATERIALS SHAD_ BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. 6. TRENCH WIDTH 'W" - PIPE O.D. PLUS 2'-0". (PAVED AREAS) TRENCH DETAIL r TURF BLOCK 3" LEVELING COURSE TURF BLO (CLEAN SAND) 6e i � �iiii �c\ i 8" STABILIZED SUBGRADE 6Y,I r�r2 2 SECTION A -A TURF BLOCK DETAIL EMERGENCY ACCESS SCREEN UNITS TO BE OF HIGH QUALITY, EVEN THOUGH THEY SELDOM ARE EMPLOYED IN LOAD BEARING CONSTRUCTION. WHEN TESTED WITH THEIR HOLLOW CELLS PARALLEL TO THE DIRECTION OF THE LOAD, SCREEN UNITS SHOULD HAVE A COMPRESSIVE STRENGTH EXCEEDING 100 PSI OF GROSS AREA; A QUALITY OF CONCRETE UNIT COMPARABLE TO "SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS" ASTM C90-75. MAXIMUM TRENCH WIDTH 2 X PIPE DEPTH + W STAPLE FILTER BARRIER - EXCAVATE 4"X4" TRENCH BURLAP OR STAND. STRENGTH AND BACKFILL OVER 8" SYNCH. FILTER FABRIC OF FILTER FABRIC. TO THE WOOD STAKES SECTION NOTE: -WHEN CONSTRUCTED ACROSS DITCH UNE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. 3"x3" WOOD STq}(E MIN. ,/ -BURLAP - MIN 10 OZ./SY MATERIAL DRIVEN 12" INTO GROUND. - FILTER FABRIC - SYNTHETIC MATERIAL MEETING STD. TESTING VTM-51,52 75% FILTERING EFFICIENCY -FILTER BARRIERS SHALL BE MAINTAINED FILTER BARRIER UNTIL LLLpUPSLOPES HAVE BEEN PERMANENTLY 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, OR RECEIVING WATERS. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE OMITS OF FILL OF EXISTING WETLANDS. B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFIWNG OF EACH INLET. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY UNE, D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT SURFACES ARE COMPLETE AND All SWALED AREAS HAVE GRASS COVER. 3. SOD ALL AREAS IN UEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, FLUMES, ETC. 4. PROVIDE 18" MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. FILTER FENCE/BARRIER ASPHALTIC CONC. (*) Z (MIN. 1000 P.S.I. MARSHALL) COQUINA SHELL (*) COMPACTED THIS PONT COMMSPOMS TO 0"ATiON OF IUP OF 08PT ORATE 7 > > PLACE AND COMPACT X /IN 6" LIFTS.\ x \` w W w 1 W Z PIPE O.D. + 24" v Q MAXIMUM WIDTH z :2 Q Of 0 z 12w " Q PLAN MAX. MAK F¢ Nap e ap O % 3 v 0 N CD in C O N 0 U t� L,A 49 / ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: I I a ta[-ur4 STRUCTURE INDEX NO. CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' ❑D o❑ a IYE30 i. 20. W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 TYPE "C" INLET No. 232 TYPE "F" INLET No. 233 CURBING No. 300 MITERED ENDS No. 272 SIDEWALKS No. 310 TYPE P-10 INLET No. 200, 201, 215 DRAINAGE STRUCTURES: 8" a 4'-0' MINIMUM AS REQUIRED 8" 6" I U.S.F. DWG. NO. 410, OR EQUAL MANHOLE COVER. ALL MITERED ENDS C1 SOD ADJACENT TO .4 ------------------ _ -v LLIMITS ---- VARIES (8' MIN.) LIMITS I OF SOD L OF SOD 1 ------- --------------------- -------- 1 � -------------------------------------- I rte, 1 5• I LIMITSEDGE OF I I OR ROADWAY OF OF LIMITS I I SOD SOD I ---------------------------------- L--- ------J r MIN. B' CONST. 3' CONC, EXTENSION PER FG7T 273, FOR SIDE DRAINS CULVERT TYPE PER PLAN L SIDE DITCH GRADE I I IIISO _IA=�iif IIIil-----1 II II_IIIAM� BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272, 273 AS M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., TRANSITION (FORMED METAL BAND) ETC. DEPEND ON TYPE AND DIA. OF PIPE. SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 MITERED END SECTION N. T. S. 144 6" - " 17ir 1?w I Adjustable Curb Box " 171" (6" to 9" Curb Height) to >� 34'1 24"(' 31" I TRANSVERSE SECTION TYPE 9 INLET Bituminous Coating Required For CMP (Any Suitable Bituminous Material May Be Field Applied . I 12" to Flexible Pipe ase Concrete.- -- I (Corrugated Steel Corrugated Aluminum Or Corrugated Polyethylene) 12" I 12' I Note: Cost of concrete and bituminous coating to be included In contract unit price for either new pipe or Mitered End Section. A concrete jacket shall not be used to Join: (a) metal pipe of dissimilar materials b flexible pipe when the minimum cover required in accordance with Index No. 205 cannot be obtained. DISSIMILAR TYPES CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS NOTE: A 20' LENGTH OF CMP MUST BE USED AT ALL OUTFALLS IF RCP OR ADSN12 PIPE IS USED ON-SITE, UNLESS ADS PIPE IS PERFORATED AND TOP OF PIPE IS 2 FT. BELOW WATER LEVEL 2' 2-1 (TMP) P.V.C. CAP PAVED ROAD/PARKING &T4T!27Mz__` 6.} •A e.+qW�'�" _\_���_\\-\��_�\\-v�=\\\_\\\_\�\_\o_\\�_=ro_ai�✓v_or_oi_ro_ar=rv_.r-)ii_ai= 00 - SCHEDULE 40 WHITE P.V.C. 90' BEND-*. = LENGTH REFLECTED IN BID TABULATION o4 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90' BENDS. P.V.C. CAPS, AND STUB -OUTS IN BID. MISCELLANEOUS CONDUIT (NOT TO SCALE) -FINISH GRADE a I � w z MANHOLE FRAME AND COVER OPENI MAYBE BE OFFSET. f'• •' • • ADDITIONAL REINFORCING . • � D BARS REQUIRED AT THE OPENING IF SLAB TO BE g TRAFFIC BEARING. .� a A • , y I I a ta[-ur4 Zi24 3/4" [s•-att UW ODOR �D •A . 0 .D p SIZE: 5'15' • ❑D o❑ a IYE30 i. 20. :•e !tlg'o 20. � ([pyo i 21.17-4O i A I 21'11-4F 1 ',• DDDD .p• PA SIZE7 21.17-4 1YA Ztl7tk Is s. ,• PIPE INVERT b D I SIZE: B' -o' -19 F F A D n, PICKHOLE %� t p 8" a 4'-0' MINIMUM AS REQUIRED 8" 6" I U.S.F. DWG. NO. 410, OR EQUAL MANHOLE COVER. SiZE: V-0" • NOTE: When the Inside diameter of a round structure is on. 577 LETTERS MARKED "DRAINAGE" I SIZE Is the In Length of a structure w F OR "STORM'. 2Q < C ELEVATION. TOP VIEW NOTE: LL_ 1. 3/4' CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED. Z 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BOTTOMS, TYPE P AND J, F.D.O.T. STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE B. F.D.O.T. STANDARD INDEX No. 201. TYPICAL DRAINAGE JUNCTION MANHOLE TOP EL 22.43' Qkl 2.75 INCH 0 ORIFICE �` INV. EL 19.00- BOTTOM OF SKIMMER INV. EL 18.90' BOTTOM EL 18.50' rTOP OF GRATE 4_V1i11100 2'- 4" 2" 11" 11 2" tV I 2 • 3 -4" ' S 3%`} 2'-3 5/8" 5 3/4" 2 _ 4 it 4Z NOTE: e C GRATE MODIFY WIDTHS AS� II' 4 o REQUIRED PER PIPE I 4 4" f v ` `4 SIZING. rq �` 2" CLEAR I t V) I .. I c 1 Ir ' v -- v 4• t I I 4 2"I I 2,-4„ I ri M I N !-� SUMP BOTTOM + m 3 2" � I 1 AS PER F.D.O.T, v N . M INDEX No. 285 1 a ----''• 4 • Ci 12"moi Zam TYPE „C„ CAST J� ' rs/ IRON GRATE y v e 1 ' 4 A ` MIN d� Approx. Weight 235 Lbs. PLAN VIEW SECTION TRAFFIC BEARING TYPE T' INLET DETAIL TOP EL 22.43' 5" H X 12" W WEIR ........................................ INV. EL. 20.40' O 2.75 INCH 0 ORIFICE INV. EL 19.00' ��UUO OUTFA_L PIPE 24 ADS INV. 18.9' 1„ 24" ADS OUTFALL PIPE INV. 18.9' CROSS SECTION PLAN TYPE ' C' INLET DETAIL SKIMMER SHALL BE PLACED ON STRUCTURE WITH AN INDUSTRISEALA CONTROL STRUCTURE DS -14 PREVENT�ELEAKA NT TO NOTE: 1. A DIAMETER OF 2.75 INCHES IS BEING USED BECAUSE S.J.R.W.M.D. REQUIRES A MIN. DIAMETER OF 2.75 INCHES. TOP OF GRATE TOP EL. 22.70' TOP EL 22.70' NOTCH EL 21.30' NOTCH EL 21.30' '._ i r_ 2 f 3 INCH is ORIFICE - I 3 INCH 0 ORIFICE I O i INV. EL 20.10' I INV. EL 20.10' i E 3" 9(r PVC FrMNG-/ I I I I f 12" CMP iI INV. EL 20.10' 'INV. 18.0 E ---- ------ 12" CMP L -------- - INV. 17.0' ELEVATION CROSS SECTION TYPE 'C' INLET DETAIL CONTROL STRUCTURE DS -15 CIP an SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES SHORT -WAY LONG -WAY E ABH I SCHEDULE DEPTH I SCHEDULE SIZE: X-8"IUNUTAITED '19 l: 1 R I I SIZE: W-D'IUNUMITED VERTICAL REINFORCING HORIZONTAL REINFORCING: tD�Q `t�wi SCHEDULE a ta[-ur4 Q [s•-att GB IS SIZE: 4'-0' - SIZE: 5'15' B I sm- V -o' 20. C 20. � ([pyo i 21.17-4O i A I 21'11-4F 1 TYPE 7 are Type J. Risers are permitted for all structures, ` SIZE7 21.17-4 1YA Ztl7tk Is PYYI ( \ {y 11 D I SIZE: B' -o' -19 F F SIZE WIIr ]YJy) f I p 2a, W (4 0-) SiZE: V-0" • NOTE: When the Inside diameter of a round structure is on. 577 C I SIZE Is the In Length of a structure w F ' 2Q < C �x W or precast concrete unite except that recast circular units may be fumished M Y LL_ 12. Stiueturas with depths over 14' are to be checked for floatation by designer of pro drainage. Z with walla accordance with either 11 T.M. C-whe (u to 98 diameter) or C-78. Class pro, B Wall,fthemodified where the elliptical steel cage 8, Except when ACI hooks aro specifically required, reinforcement t and slab y q v? " area la placed in the center one-third of the wall a s ill shall be straight embedment. g lyCpy' F_�p W004 SIZE 5'18' when these units will not cause or Increase the severity of utility conflict& Such 4. Top and floor alab thickness and reinforcement are for precast and cast In, place construction. Top and floor slabs shall be of Close -N c larger units shall be furnished at no additional coat to the Department. Larger Alternate A unite cannot replace Alternate B units without approval of the Engineer. This gg c Precast circular units manufactured under ASTM C-78 or ASTM C-478, Horizontal steel in rectangular structures shall be lapped a minimum of 24 bar diarneters note applies to this Index only. SIZE 511 at comers.14. For manhole and nction box t supplementary ju ops, for frames and covers, and, for au lementa 2Z C STRUCTURE BOTTOMS details see Index No. 201. 1 1 All reinforcement shall be A.S.T.M. A815, Grade 80 or 85 KSI welded wire fabric, either smooth or defamed. 37- FU -1 I (ALL SLABS 8' THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) WALL DESIGNS - RECTANGULAR STRUCTURES VERTICAL REINFORCING HORIZONTAL REINFORCING: D Ph1 SCHEDULE DEPTH ALL I j SCHEDULE s1� 3•-e• -XE Note BELOW "Special Top Slab" details on this sheet 21.17-4n• I A + 21.17-40" I A SIZE: 4'-0' - 21.17"-411' I A I 21.17-40' I B I sm- V -o' 8. Structure bottome may be used in conjunction with curb Inlet 21.17-40' I A 12bd•`4rr 1 \ l8 SIZE W-0" i 21.17-4O i A I 21'11-4F 1 TYPE 7 are Type J. Risers are permitted for all structures, C SIZE7 21.17-4 1YA Ztl7tk Is PYYI ( \ ALTERNATE A SECTION 11 D I SIZE: B' -o' V W 21.117_40 { A 2`l7 .1,• 1 C ]YJy) f I p dJ(�fy+ W (4 0-) SiZE: V-0" • NOTE: When the Inside diameter of a round structure is I 21.17-40' A 21..1j7 13' ILl�jtY' I C I SIZE Is the In Length of a structure w F I Type A Or B Riser (Type A Or B Riser j 2 Additional Bare A I Bare A Short Wo �rr fi'1 O 5" 0. C. ' (See Section B-B� 2- # 5 Hoop Baro Perpen dic •5 Hoop Bar = (2 Lap Splices PermPermitted)(See Sectionular Bare A A -A) 04 Hoop Bar 2 Additional Bare B- -+__12 L o J O 5" Max, 0. C. Each• .� { , - Side Of Opening 2-# 7'e Each W -Reference Axis Placed On Top 0 Bare A And B At 45' 2 Additional Baro A O 5" 0. C. Parallel Bare B (See Section A -are B Long Wayy. See Section B -B; TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM 8 ►I w �$ c. ti o V c f 4 O 12' BW (� 3'-B' (Type) *4 O 12" BW o k Bare fi 3 - Oorizon#al Bars o X c .3 Ciznnuotasl Around tlnuous AroundJ�Corners Comers For Baro4 0g r Rivers 'n Baro Rectangular Risers) 1 � a i �-e-- s } i • • • • 2 -Extra • 4'e Di D$i a 'a Each Side And b 11 Optional Key ,}s '1 Thickness Of � -b 1, 8- - aro B Above Opening . l Table Reinforcing C 8 ,I ( e1 \ I r( Structure Wall 3 y m m B () UI F -L c II •4' 0 12. O.C. 10 Draft c e �I ?Each Way �, t Rel�incln Horizontal Wail Reinforcing g o` TOP VIEW r -W or V_w z SECTION � � � o � B, �I (!Fee Ne {See Table) 0.. M I� 1 8. 91.6 TI "Special Top Slab" details on this sheet maximum spacing as removed by the opening. Note: See Slab Designs Index 200. o L-- - ao 1 9 _c 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-8' 8. Structure bottome may be used in conjunction with curb Inlet 10. The comer fillets shown aro necessary for rectangular structures used with circular \ l8 \, i deers and inlet throats and used on skew with rectangular risers, Inlet and inlet throats. Fillets be TYPE 7 are Type J. Risers are permitted for all structures, Bars A� Bare Bare Ate ` �^ Bars B ZOc bottoms may be used in conjunction with curb inlet Types 7 dt 8, or used with the Alt. A box. Each fillet shall be reinforced with 2-#5 bore. ALTERNATE A SECTION ALTERNATE B any ditch bottom inlet unless otherwise shown In the plans or other standard V W of non -reinforced concrete or brick or reinforced concrete. Precast and A -A SECTION B -B SECTION rectae ulor structures (Altemate B) shall be constructed of reinforced W (4 0-) 11. Inlet throats, riser or manhole tope shall be secured to structures as shown on Index No. 201. • NOTE: When the Inside diameter of a round structure is 1 NOTE: Provide extra reinforcing each side of each opening TYPE NMANHOLE For YmAd•• TOPS ' not more than V-8` larger than the opening in �` at 3" maximum spacing equal to half the area of vertical REINFORCING SCHEDULE GRADE 80OR STE71 SCHEDULE 65 KSI (M1 FASM h=/ft CONC. JACKET AT AT CONNECTION OF DISSIMILAR PIPE SEE SHEET THIS SHT. TOP OF BANK � 4�1 RCP OR ADS N12 A 20' LENGTH OF CMP MUST BE USED AT ALL OUTFALLS IF RCP OR ADSN12 PIPE IS USED ON-SITE, UNLESS ADS PIPE IS PERFORATED AND TOP OF PIPE IS 2 FT. BELOW WATER LEVEL. 20 LF BiT. COATED CMP V OUTFALL DETAIL LAKE CONTROL r LAKE BOTTOM S 10 1- LAJ O 00 \ N 3:: Q LO -� Z cD W V T:07 ~ W O W Y N F-W4V�m�iOw 0 0E-a�zWo�QaF..3 zojra�]O wWommo- ~ W W W - 3 Me C, K xsoaGZ30>- U V a33 iDon3F,'DRv1/ z the clear or top slab, the top of the structure or riser shall be constructed according to the reinforcment removed by the opening and provide the same area of reinforement above each opening at 3' "Special Top Slab" details on this sheet maximum spacing as removed by the opening. GENERAL NOTES � 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-8' 8. Structure bottome may be used in conjunction with curb Inlet 10. The comer fillets shown aro necessary for rectangular structures used with circular square (Alt. B) are designated Type P. Larger standard structure bottoms designated toopps Tyyppse 1, 2. 3, 4, 5, 8, 9, and 10, end any manhole or junction box unless otherwbe shown in the or other drawings. Alt. B deers and inlet throats and used on skew with rectangular risers, Inlet and inlet throats. Fillets be Q are Type J. Risers are permitted for all structures, plans standard structure will required in lieu of the bottom slab of the Alt. B riser when ZOc bottoms may be used in conjunction with curb inlet Types 7 dt 8, or used with the Alt. A box. Each fillet shall be reinforced with 2-#5 bore. 2. Wails of circular structures (Alternate A) constructed In place may be any ditch bottom inlet unless otherwise shown In the plans or other standard V W of non -reinforced concrete or brick or reinforced concrete. Precast and drawings' 0 rectae ulor structures (Altemate B) shall be constructed of reinforced W (4 0-) 11. Inlet throats, riser or manhole tope shall be secured to structures as shown on Index No. 201. aCO concrete only. 7. Rectangular structures may be rotated as directed by the Engineer in order 3. Wall thickness and reinforcement ore for either reinforced cast -in-place to facilitate connections between the structure wells and storm sewer pipes. �x W or precast concrete unite except that recast circular units may be fumished M Y LL_ 12. Stiueturas with depths over 14' are to be checked for floatation by designer of pro drainage. Z with walla accordance with either 11 T.M. C-whe (u to 98 diameter) or C-78. Class pro, B Wall,fthemodified where the elliptical steel cage 8, Except when ACI hooks aro specifically required, reinforcement t and slab y q v? " area la placed in the center one-third of the wall a s ill shall be straight embedment. g 13, Units larger than q specified standard may be substituted at the contractor's option W004 when these units will not cause or Increase the severity of utility conflict& Such 4. Top and floor alab thickness and reinforcement are for precast and cast In, place construction. Top and floor slabs shall be of Close -N 9• All steel bare shall hovb} minimum cover union otherwise shown except for larger units shall be furnished at no additional coat to the Department. Larger Alternate A unite cannot replace Alternate B units without approval of the Engineer. This concrete. Concrete as specified in A.S.T.M. C-478 (4000 fat) may be used in lieu of Class - and Class-- concrete 6n precast iteme manufactured Precast circular units manufactured under ASTM C-78 or ASTM C-478, Horizontal steel in rectangular structures shall be lapped a minimum of 24 bar diarneters note applies to this Index only. In plants which aro under the 'Standard Operating Procedures for the inspection of precast drainage products at comers.14. For manhole and nction box t supplementary ju ops, for frames and covers, and, for au lementa � (0 r - Ln STRUCTURE BOTTOMS details see Index No. 201. 5. All reinforcement shall be A.S.T.M. A815, Grade 80 or 85 KSI welded wire fabric, either smooth or defamed. TYPE J AND P FU -1 CONC. JACKET AT AT CONNECTION OF DISSIMILAR PIPE SEE SHEET THIS SHT. TOP OF BANK � 4�1 RCP OR ADS N12 A 20' LENGTH OF CMP MUST BE USED AT ALL OUTFALLS IF RCP OR ADSN12 PIPE IS USED ON-SITE, UNLESS ADS PIPE IS PERFORATED AND TOP OF PIPE IS 2 FT. BELOW WATER LEVEL. 20 LF BiT. COATED CMP V OUTFALL DETAIL LAKE CONTROL r LAKE BOTTOM S 10 1- LAJ O 00 \ N 3:: Q LO -� Z cD W V T:07 ~ W O W Y N F-W4V�m�iOw 0 0E-a�zWo�QaF..3 zojra�]O wWommo- ~ W W W - 3 Me C, K xsoaGZ30>- U V a33 iDon3F,'DRv1/ Ld O LLJ W Q N J I --I LLl U Lai \// J +c�1r1(ucro ntcnnnAnn\ r-jJOSEPH W. SCHULKE FL REG. NO. 47048 OJODAH B. BITTLE FL REG. N 96 ❑WLWAM P STODL;y l ` DATE: J SHEET 13 PR' )JECT \ °1�7 J z W � J Q o� � 0) J 0) Q 0 ZOc _J J LL Q V W 0 0 Z W (4 0-) aCO Orn W o ^ U �x W LL_ W Z to v? " I"" W004 W U 0) ,J J � (0 r - Ln J _ FU -1 0 U) V Ld O LLJ W Q N J I --I LLl U Lai \// J +c�1r1(ucro ntcnnnAnn\ r-jJOSEPH W. SCHULKE FL REG. NO. 47048 OJODAH B. BITTLE FL REG. N 96 ❑WLWAM P STODL;y l ` DATE: J SHEET 13 PR' )JECT \ °1�7 J O V n V s V) a) C O N )O IN r �; n �. %u :�3 / ON TYPICAL SECTIONS SCALE'„ =20' HORIZONTAL '1 =5 VERTICAL 60' TREASURE CIRCLE RIGHT-OF-WAY CONST, SILT FENCE 9 P. MATCH DOST. GRADE AT P.L ................................................... 1111.. . _ _.... ... _ ... ... ......_...................................................................... ..._.........................................EXL4L (ItADE- 6' VYNIL FENCE 0 NORTH P.L. P L 15' SIDE PL OOL SETBACK - - BATH 26.0 to' _........ ._.. 26.0 F._1111............ ....,_.........-........ i ................. Ff,E=24,25...... 24.0 -._.._.............._...........24.0 ..._.....__....._.._............ 1 111...... _.. -.-._....11 ..................................I....................... ......... 22.0 ._.....cls►��...cwt.........._.._...............:. _1111... 22.0 SECTION B CONST. 6' VINYL FENCE W/ CONSERVATION SIGNS AT PERIMETER OF CONSERVATION TRACTS P IL // MIN EL 23.0 0 PERIMEiFR _ / TRACT 'B' CONSERVATION �_ / 1 r,'//17TI ANiI/ rrr rurrr .. rnn PLANTING PIAN *EXIST. ... • WETLAND -AREA .......... 24.0 WEri, iiCSN...3.._.___...__._.-_____._._-.__.---__......___...__..._..TO...REMAIN _- ...._..... _................._..................................................._......................_....................._....,_..........__..._._......_...._........___...._.... ....._.............•........... 22.0 * SEE SHEET 9 FOR PROPOSED .. _. - .::..._..::::..::::.::..::.:_:�..:::::_.._._:._......_....,MNS,..MT..MNCE::.::.._..:::.__... .•...--:�._.._:.�.':.'.y:� :::::`._.____:::::.... - WETLAND ENHANCEMENT, ................................................._...........__....._._..._.._................._._.I..._...................._...._...__1_111 ... _.- ............ ._...._.. WETLAND CREATION, AND ............. __ __.___.._...__..__...._......._......_...._...._......................._.... 20.0 WETLAND UPLAND BUFFER .. I ............._..........._.._.... ----._......_.__..__......................................,. PLANTING DETAILS. .2 .. ..... ...... ...._..... .........._.........._-_............__.._...................... ........ _... ......... .... ......... ..................._.._...--_1111---...._.._...._......_- ... ._...............................__.:....��.................................... ..._....__............._................__._........._..------- 18.0 SECTION A-WGNER�AACENT LANDS ARE \-EXCAVATE/CREATE WETLAND HABITAT 60' TREASURE TRACT 'B' CIRCLE R/W P 'L CONSERVATION ~� CONST. SILT FENCE 0 P.L 1�ETLAND/UPLAND BUFFER 24.0 2:1 MAX WETLAND CREATION .._.._............. 1111.. _ MATCH IXBf. GRADE AT P&.I...1.1..... ..l.-.... 1 :..-1 1 1:1. t:.1..::.:.:: .:...._........::.:.::::::1 :1.1.1.............. 22.0 ......._.... .... .......... ..................1.... ...... ..-..........................................._................ .... ....... ..._._...__ ............ .............I..............,... - -- •- - - ..............._......................_........ ............_...... ._..._.....1.1. • .---___._...._._-1111..-. .._........_.._....___........._....................._......._...__..I........... .....I........._. ......_.__...._............ 20.0 .............. .................. ......................................................._......._..._, " 201x ---....._..__...._... CONST. 6' VINYL FENCE W/ CONSERVATION SIGNS AT PERIMETER OF CONSERVATION TRACTS WHERELANDS SECTION A -LOWER THC SED ARE ENT APROPOSED ..::.........I.-...:....:....':...:_ _ :....::..._....::...:....::....::......::..::::.:.:::SWAL .........::::.::::::.._ .::111.1 :....�:..::.:.::: 11 ..... .... _.............. ........,....._..........................---_........ ............. ._.......... ........ _.............. _...... _.... .._.. ..... ..... I ..... .............. I EXIST. WETLANDS W-1 & W-2 TO BE RLLED OR EXCAVATED SECTION C 3'-3" 3'-2" " CONSERVATION 1_-," I FTTER� AREA NO CLEARING, TRIMMING, W t'i 11 MOWING, OR DUMPING I IS PERMITTED WITHIN N o THE PRESERVE AREA BY ORDER OF THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT BRISTOL LAKES \ O/ ti ^ 4" X 4" P/T LUMBER llw 4. d f �? RED SPLI' CEDAR - PRESERVE AREA SIGNS TO BE PLACED 1 PER 100 LF ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY ALONG THE SPLIT -RAIL FENCE TRACT 'B' TO CLEARLY DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. 40' ACCESS EASEMENT CONSERVATION ,_` CONST. SPLiT-RAIL FENCE W/ CONSERVATION A R EA SIGN CONSERVATION SIGNS AT PERIMETER * 9' WETLAND * EXIST. OF CONSERVATION TRACTS UPLAND WETLAND AREA 26.0 20' _ _ 20' _ 4' BUFFER _ TO REMAIN 1 26.0 .... _........ __......... _...__ . _ 1._._11 ..__1_._. __._ ____--_-.._ ..... .--•__1_111 ... ... �2._..... 24.0 .... _....._.._.._..._.._....PROPOSED 4 SIDEWALK . ........................................________..._._...._._...._____--__.__....._...._ 24.0 ..___.PAVED RCS .2 . .... ........_._. _....._.______._____..._.- --.....7 _ _ ... I ..... __ *SEE SHEET 11 FOR ¢;1.. _.__.____-_.___.._____ _1__-..._.. ...... ...._.__......_ _......./..� ___ ._._._..__-.-_-.________.. PROPOSED WETLAND 22.0 ...�:_w......:,:._ 1111.__.._ ...._.. _y. _ .._. _:....1...111 ___..-__ -_ 22.0 ENHANCEMENT WETLAND SLOPE T01dEET ON CREATION, AND ._._....-.-.-__.__...__._.-._ wET o _... ____ _ ____.___.. _ ILL AREA 1111 ELEVAAON VARIES - WETLAND UPLAND BUFFER 20.0 ___ _____,�11: I ......._ 20.0 PLANTING DETAILS. _........... _ 111_1 _ . n.._...._____.___.__._.�y =_ E - g o N CONSf ..SILT FENCE , . _. _ . _ ..EXIST. _GRADE _ ___._.__ 18.0 18.0......_ ___._..__..........._ .:::_:. __..._.._....__:_.:__-:::a........__..._...__....______.____...__._..._....... _._.._.__..._....._._._....--- _____.. . _._ . _ .Q ..... _._....... I........._.__._...__-__-___._._._.__._.___-._...._._._..__._._- _1111. _.. __._._..__.... _1.111... _ .. __111.1_ _.-. . ....._-___._._...__.._.._.. ...... __ ........ - _._..._..__VARII S --EXIST-;-------- ---­-----------­----- .. __._..__...._.. ____1.111.. .� ._.___..._.__..._.. ___._...._._____.._..._.._.__. - WETLANDS TO "BE"'FILLED-­­­ ___._-1_____111______. _-__.._. SECTION G PROPOSED ONST. SPLiT-RAIL FENCE W/ CONSERVATION SIGNS AT WETLAND UPLAND rp ERIMETER PROPOSED LOT OF CONSERVATION TRACTS / _ CONSERVATION TRACT B 8' DRAINAGE � NOTE: 26.0 *EXIST. * 6.5' WETLAND EiSEMENT ,ell`'2�- ROOF RUN-OFF FROM BUILDINGS ALONG TRACT 'B' SHALL BE WETLAND AREA U_11PLAND ' - - _ _ _ _ �__ GUTTERED/DOWNSPOUTED AND PIPED TO THE STORMWATER TO REMAIN BUFFER. ' 2' ..ITE 2450'. MANAGEMENT SYSTEM SO R DOES NOT DRAIN INTO TRACT 'B'. 24.0 -ter 1_._111.. _ 1111._.. _................_--..___.1111...........--_._ f' - - t 1 4 ..._._...._.•._.-__ ................................._ .............. .. 1- a } 22.0 _.. 0 r ; : -OT'E 31.MAX.TO E10SI W�1 SILL A1EA _.... .1__.1.1.1. CONST. SILT FENCE -. -`"�� . .. .............. . 1111 f '; 20.0 2�11 20.0 _ I N...r __...................... ....................._._. _:_.:_. _..__ . 1_______111.. 11___.___` SEE SHEET 11 FOR 18 ADS DRAIN PIPE _..._......................._........_._................._..............___.._...._.--.--. ._._.--!ARIES _.___....._._._-...__.-..___._.____ PROPOSED WETLAND ----.I...................._..._._._....__.............._._._._-._......._.... XISN.... ... IDS TO._BE_FIU.EU__ _ -__- 18A 4 wI;TLAN 18.0 ENHANCEMENT WETLAND , _._.._.._._....___......_...............�.._:_........_........._..__......._.............__.._......._..___.______...._._._.___._..__...._.__._..___ __1111.._---._.. __.._._....._____ _ _ _......__11__11_._..-1._.__1_1__1_..__ .._._ CREATION, AND ... ..__._....___._....____._.___._..._....__...._.___..__..___................_...._...._... _______.._.__.._.__._..___._.._--_.___.._-_._._._._.._...__.___. WETLAND/UPLAND BUFFER .._._____._1.1._11_. ....._ . _ ........ ____.._______...-__. .________._-_1___1_11._____._____ PLANTING DETAILS, SECTION N ONST. SPLIT -RAIL FENCE W/ CONSERVATION SIGNS AT PROPOSED PERIMETER OF CONSERVATION TRACTS i !I _ � �� fD I 11 S ___..�Ix--- � I 1 -i2 2 \ - r -'V N I 7 8 0. C. SPLIT RAIL FENCE 0- 6' SIDEWALK q 11' PARKING STALL 18' /--2' OVERHANG '-" CONST. SIDEWALK TiRE STOP 1/4' HIGHER THAN ASPHALT 2%, 2 ;"• .... . / 7//1 ROADWAY SECTION AT PARKING STALL STANDARD SPACE 4' SIDEWALK 11' PARKING STALL _ _ 15' WETLAND/UPLAND PROPOSED 26.0 � CONSERVATION TRACT B _ STORMWATER TRACT E 26.0 2 �- CONST. SIDEWALK _..........................._ ._ __ *4. TIRE STOP 1 4" HIGHER THAN 1111. ........ _.___..._____.................____._.__..__.___.__.___..._._..._.. H _.._..._.__._....:.EXIST........:..:..* WAND..4.95..__._.. _ .____..20r_ _._ _ _ ----- ASPHALT 24.0 --- .............WETLAND AREA EAD..-............_._�_:_4---__._.,___-. ............__._.__-......... __-_-_______1____1 24.0 _._._..._...._ ----_ -W__.TOREMAIN -_ 65'.__ .6_____.--_______ __.__.._______ •_1.111____.. __._ _ _ _ - _ _ _ _ 0 q 2 *SEE SHEEP 11 FOR 2% �- 11:11:.;, __..__....__..__..__.._.__......._..__...._....... .. __A 1_1_______1_1__-_._.._..__..-.._._._._....._.._._._...._...._.__ 22 0 �Vi..-._._._.. .......... _, _-._-_..___._-.. _ _ _ -__ . `"` 22.0 PROPOSED WETLAND -�- ................. 01'E.IO.MEETIIIST_. __...__.._..._._._.-___-__ WETLAND _1111... ,.---. ._--____.....__....._. . ...................,.%%........... ::1.11::1 �:::: :•::::::: • - ELEVATION VARIES _1111._ ...__ _2t0 ___21 ._ _.______..._.____...----______ ENHANCEMENT, W I ........................ 1. ��,p'���� �.� 111_1_. CREATION AND ..................1111 __...._................._............._...._1.11.1..._......_.._....._L...�...-...: _ ..__�..�_ _ _ __ , 20.0 ._.-_..._......_.._ ........ � a 1 `: __..____ .._._..... __ 1111 20.0 WETLAND/UPLAND BUFFER ..._......_...____-_______--_...__ '._........ T9:0 4 1111_. __._- ____.._._ PLANTING DETAILS. / // �.. t# T1 / -1IWATERS // �_-__.__ CONST: SILT t , 1$A z.._.... , 0L ,16 _ . _ a. o ......._ s,Q..._._ _.. 18.0 _.__ __.....__... _.__..__ �. _. _...... =-7.o- TRENCH AND BACKFILL TOSECTION I EL. 17.0 FT W/ MATERIAL W/ > 15% CLAYEY FINES PROPOSED ,\ 15' BUILDING F.F.= PER PLAN ROADWAY SECTION AT PARKING STALL COMPACT SPACE \ 40' ACCESS, DRAINAGE AND UTILITY EASEMENT / li- ROADWAY � 90 � 11' 11' / 4'/Y'/1/ -1 G7 6" COQUINA SHELL COMPACTED-/ TO 98% MAX. DENSITY (AASHTO T-180) .I -1-1/2' S-1 ASPHALT -2% SLOPE 2% SI OPE _ �::::::•:::.•:::.•.:..... •::::.::..•:•:::•::•: TYPICAL ROADWAY SECTION 19' /PROPOSED BUILDING EOP2% F.F.= PER PLAN d-• I L-111 4' WIDE SIDEWALK -- 8' COMPACTED/STABILIZED SUBGRADE R% COMPACTION AASHTO T-180) V 50 PSI MINIMUM) TO BE HOMOGENEUOS MIX FILL COMPACTED TO 98% MAX. DENSITY EROSION CONTROL NOTES 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction o f the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. 6. After any significant rainfall, sediment control structures will be inspected for integrity_ Any damaged devices shall be corrected is immed tel . Y 7. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 8. Sediment will be prevented from entering any storm drain system, ditch, or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 9. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. 10. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner, and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 11. Where construction vehicle access routes intersect s ct paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment ment is removed in this manner. This provision shall apply i - to Individual subdivision lots P pp y as well as to larger land disturbing activities. 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed. 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 14. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. Anchor Bales With 2 - 2" x 2' x 4' Sldewalk-� Stakes Per Bole. Riser / 0 -- Apron� Ottch � �wrb do attar `dbrb dt atter -�^' Duan 1-111""11119i .: - PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES .Illi 1 ..1.. A �.. Umits Of Construction, �� 50'On Canters (Typ. ) 4-_--_-_-I -Jil L / Slit Banter Sod As R fied•` I • .11 " .� Max. V b0' Max I Anchor Bales With 2 - 2" x 2" xP, •AN Orap Ends /// /// I /// Stakes Per Bale. .- ir� f• FRI Slope od Ditch Bott Inlet ��EMJJI -- -- - E Median ottd, ELEVATION 10' (Tip. - - TO BE USED AT SELECTED SITES WHERE THE - - Sat Barrier NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Ditch ... .rt - Gross Drams -0 !J->. - /// //!1 /// I 50' Max. ' 50' Max. 1 . now --'%' Sat Barrier Bales To Tot _mcdwall tom- -.nn, Anchor Bales Wlth 2 - 2' x 2' x 4' -'-=-=f:AT_M- 1 Stakes Per Bale. Sod, -"Sod, -"f Limits1 PLAN Of Construction 8' M DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fel slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabric In Absence of Established Q•aes Secure Edges By Etntrtrenching Ir And12T. / Extend Under Bags and Bales Fabric Shall Meet The Requirements Of Sand Gage- Section 985 Of The Standard , 7 eciffcations Cost Of Fabric To Be 5' Mtn. Included In The Contract Unit Prue For Bated Hay Or Straw, TN. 1. .1] .1.1.5. __1. 4I.A. .A. .1. .1 -- Loose Sol Placed By Shovel And Ughtly Itj 1�_L.00se Sol Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bats, PLAN of Boles PLAN Rall cat ' Ti ' Min. Recommee 5T 1 Mfi. Rm m Anchor Lower Bales With 2 - 2' x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole Anchor Top Bales To Lower Bales With 2 - 2" x 2' x 4' Stakes Per Bale, ELEVATION ELEVATION Application and Spadng: The use ofTT�j�es.1 do n bale barriers should be limited to the conditions outlined- in ehert 4 Sheet 1 of 3, Index No. 102 TYPE IC TYPE S BARRIER FOR UNPAVED DITCHES Post Options: Wood Mtn/0 Wood 2" x 4" I Optional Poet Posltl Oak x I Prindple Post Position Steel 1.33 Lbs/Ft. MI 8' Max. Fater Fabrtc (In , I (Canted 20' Toward Flow) * � Conformance With I; -yo-- Sea 985 FDOT Spec) > 2. Filter Fabric 6 4A-.0 / Sat Flow To ^ ELEVATION SECTION Note: Sat Fence to be paid for under the contract unit price for Staked Slit Fence (LF). TYPE --- SILT FENCE ... r'*: + , . .� - A Silt Flow .- V• - i�" Note Sparing floc 1 »-» Fence to be In Type ««« Sit Fence Protection accordance wi Chart », Sheet 1 of 3 Around Ditch Bottom Inlets Installationsstructures Sheet 3t drainage Do not deploy In a manner that slit fences will act as a dam across permanent flowing Type ««,., Sat Fence watercourses. Snt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A _Quide to Sound Land and Water Manila_ ement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS N.T.S. 1 r N 0 N k to F- o Go (4 Q � se o � i - M 0 h 4< � Q NO C O U h o W =-U•WW OU}W HWO>- Nw K W_3F-d j�SO W_ woWor$aa 3 a � � z r � r a r- Ww z c 0 ca o z 3 w o r- 0 z w o m _ � or= 0 y� Z Q�O 2�Z•"3?Zr W� - wa UW�L �r=-33wav, ■ U� � (0 J Go (D J � N 11; , Cl) aj v < ,r . R@y Cr W ZJt_Q 05 = cin o UQ - W 0 . o u CO � 2- O �/� Z zo LU CID �/ r � F -.r � T W Z0 MO = W I` W� F= N LJ. Z_ o v=j � - III fZ O J LL � U m 2 `` Lr_ N 60- W c(0w W >rn LL"it K Z ti v J 1- o Z Zti J r' W S U) Z O F_ LLQ N 0 O ryU O (/') cn L.JL1 > M Q I N I -'d OW (/-) (Z) r -k, _ M Z O J WRTIFICA7)ON\ . SC47 LK FL REG. N0. 470488 ❑JODAH B. BITRE FL REG. N?T(271 6 ❑WIUJAM•P. r /DA 2 $ 2V EET 4 PR ECT N J 0 -028 J PA P/L R/W 26.0 STORMWATER TRACT I _ _ ---�f'._.......__........... 80' BARBER STREET R/W 26.0 ........ ......_........_... -........._ ................-..1..__11......1_.......-_ ........:.......5._..........._._.._....._................._..............................._............_.........._....._.........___.....-..._-_...._..._..1._.....1.11.---....-........_ .. 5 . . ...... . .. .... ... _ . I........ I . . . ... _.. .. _1 ..........- I . . 24.0 ....................................................,...... p......-_. ,1..1........_...,..... ,..................... ,1111.1111. 1111 A ........ id- . - 8 - . 12 - . 5 5 J - - - - - - ,..........__...............,.............._...__........._.__..........-_-...__................._.._.._._._........._...__.._.__._......._•_-_....._.__...._....__..._.._....._.. f f2f 8 ..........._.._._.__._._....._..---_._.___...__....._...__. 24.0 _. ............_......_... __......... .._....._.........._ , 1111. v _. __ . ,1.. MAX....._...._ 4. _..........._................................_._......._......._:::_ :ww_. _ _ ..W.... _ ......................._..-..................................._........................_... - -- ._.._.......__..._.__�. _ - __.._. 22.0 ........GRADE ................ 22.0_ _.........................--._......._ ... _...._._. ... .. .............12............. ..............1111 _................................ 1111 _._...._......._..._..............._,......._____.._..._.............._.....__..............._....._.__..-.. _ - _ .. 1. . 1 _ . .. .. .. .. .. ... t ... "" " LI-...................__1111._._.._..............._._........_...._.................- ....-__...__............._._............._.......---..__._._._....... EX1ST.....26:f _.PAVED.....ROAQ......____._.._..................._.-.__.................__.__.__'11 . .. _ .o' WATER LEVEL VARIES 20.0 ._............................._...._................._.......____............_..,..........._._ CONST: -SILT FENS--.._..._......_. .............._....................._......................... _._........... 20.0_ .._................._........._..... ......... .._._- _..............__.......__.._..._........_� 24,0 7 .......... __............_............................_._. _ _1 111 - .......... 0 WATER LEVEL VAPIES 19.0 ...... ........._........ ...................................._..............................................._..._...-__.___---•____--....__..._._.......__....-._.___. REO[NE RESOD-SWALE......_......................_..........._._...,.....-._._......._-------_.-__.._._..._-u_._...-__I.._.__..... % - 18.0 c_._..._.... _.................................................._................_..... ,, 19.0..............180........................,._........................................._.........................._....__..0_t...BELOW.._EOP........................................................................._....._..............._......_............_.._.._............._..._......................_,._........._..._.... .._ ....._........_..._.......____...._...................._._........_._............._...._..__......__..._......_...___.........................._.__._....... ...... .. . 18.0 .....r .. . ff.......... OF CONSERVATION TRACTS .. .........._..._......._.1.0.... ..... ........................................._...................................._............................_..__............._........_........_......_.__................._._._...._._.._. .... ....._..._..........._..... " '.................. . L..............--...-...:......: -........ LAKE 8 12.0 /' SECTION D EL 12.0 SECTION E *SEE SHEET 11 FOR 3'-3" 3'-2" " CONSERVATION 1_-," I FTTER� AREA NO CLEARING, TRIMMING, W t'i 11 MOWING, OR DUMPING I IS PERMITTED WITHIN N o THE PRESERVE AREA BY ORDER OF THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT BRISTOL LAKES \ O/ ti ^ 4" X 4" P/T LUMBER llw 4. d f �? RED SPLI' CEDAR - PRESERVE AREA SIGNS TO BE PLACED 1 PER 100 LF ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY ALONG THE SPLIT -RAIL FENCE TRACT 'B' TO CLEARLY DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. 40' ACCESS EASEMENT CONSERVATION ,_` CONST. SPLiT-RAIL FENCE W/ CONSERVATION A R EA SIGN CONSERVATION SIGNS AT PERIMETER * 9' WETLAND * EXIST. OF CONSERVATION TRACTS UPLAND WETLAND AREA 26.0 20' _ _ 20' _ 4' BUFFER _ TO REMAIN 1 26.0 .... _........ __......... _...__ . _ 1._._11 ..__1_._. __._ ____--_-.._ ..... .--•__1_111 ... ... �2._..... 24.0 .... _....._.._.._..._.._....PROPOSED 4 SIDEWALK . ........................................________..._._...._._...._____--__.__....._...._ 24.0 ..___.PAVED RCS .2 . .... ........_._. _....._.______._____..._.- --.....7 _ _ ... I ..... __ *SEE SHEET 11 FOR ¢;1.. _.__.____-_.___.._____ _1__-..._.. ...... ...._.__......_ _......./..� ___ ._._._..__-.-_-.________.. PROPOSED WETLAND 22.0 ...�:_w......:,:._ 1111.__.._ ...._.. _y. _ .._. _:....1...111 ___..-__ -_ 22.0 ENHANCEMENT WETLAND SLOPE T01dEET ON CREATION, AND ._._....-.-.-__.__...__._.-._ wET o _... ____ _ ____.___.. _ ILL AREA 1111 ELEVAAON VARIES - WETLAND UPLAND BUFFER 20.0 ___ _____,�11: I ......._ 20.0 PLANTING DETAILS. _........... _ 111_1 _ . n.._...._____.___.__._.�y =_ E - g o N CONSf ..SILT FENCE , . _. _ . _ ..EXIST. _GRADE _ ___._.__ 18.0 18.0......_ ___._..__..........._ .:::_:. __..._.._....__:_.:__-:::a........__..._...__....______.____...__._..._....... _._.._.__..._....._._._....--- _____.. . _._ . _ .Q ..... _._....... I........._.__._...__-__-___._._._.__._.___-._...._._._..__._._- _1111. _.. __._._..__.... _1.111... _ .. __111.1_ _.-. . ....._-___._._...__.._.._.. ...... __ ........ - _._..._..__VARII S --EXIST-;-------- ---­-----------­----- .. __._..__...._.. ____1.111.. .� ._.___..._.__..._.. ___._...._._____.._..._.._.__. - WETLANDS TO "BE"'FILLED-­­­ ___._-1_____111______. _-__.._. SECTION G PROPOSED ONST. SPLiT-RAIL FENCE W/ CONSERVATION SIGNS AT WETLAND UPLAND rp ERIMETER PROPOSED LOT OF CONSERVATION TRACTS / _ CONSERVATION TRACT B 8' DRAINAGE � NOTE: 26.0 *EXIST. * 6.5' WETLAND EiSEMENT ,ell`'2�- ROOF RUN-OFF FROM BUILDINGS ALONG TRACT 'B' SHALL BE WETLAND AREA U_11PLAND ' - - _ _ _ _ �__ GUTTERED/DOWNSPOUTED AND PIPED TO THE STORMWATER TO REMAIN BUFFER. ' 2' ..ITE 2450'. MANAGEMENT SYSTEM SO R DOES NOT DRAIN INTO TRACT 'B'. 24.0 -ter 1_._111.. _ 1111._.. _................_--..___.1111...........--_._ f' - - t 1 4 ..._._...._.•._.-__ ................................._ .............. .. 1- a } 22.0 _.. 0 r ; : -OT'E 31.MAX.TO E10SI W�1 SILL A1EA _.... .1__.1.1.1. CONST. SILT FENCE -. -`"�� . .. .............. . 1111 f '; 20.0 2�11 20.0 _ I N...r __...................... ....................._._. _:_.:_. _..__ . 1_______111.. 11___.___` SEE SHEET 11 FOR 18 ADS DRAIN PIPE _..._......................._........_._................._..............___.._...._.--.--. ._._.--!ARIES _.___....._._._-...__.-..___._.____ PROPOSED WETLAND ----.I...................._..._._._....__.............._._._._-._......._.... XISN.... ... IDS TO._BE_FIU.EU__ _ -__- 18A 4 wI;TLAN 18.0 ENHANCEMENT WETLAND , _._.._.._._....___......_...............�.._:_........_........._..__......._.............__.._......._..___.______...._._._.___._..__...._.__._..___ __1111.._---._.. __.._._....._____ _ _ _......__11__11_._..-1._.__1_1__1_..__ .._._ CREATION, AND ... ..__._....___._....____._.___._..._....__...._.___..__..___................_...._...._... _______.._.__.._.__._..___._.._--_.___.._-_._._._._.._...__.___. WETLAND/UPLAND BUFFER .._._____._1.1._11_. ....._ . _ ........ ____.._______...-__. .________._-_1___1_11._____._____ PLANTING DETAILS, SECTION N ONST. SPLIT -RAIL FENCE W/ CONSERVATION SIGNS AT PROPOSED PERIMETER OF CONSERVATION TRACTS i !I _ � �� fD I 11 S ___..�Ix--- � I 1 -i2 2 \ - r -'V N I 7 8 0. C. SPLIT RAIL FENCE 0- 6' SIDEWALK q 11' PARKING STALL 18' /--2' OVERHANG '-" CONST. SIDEWALK TiRE STOP 1/4' HIGHER THAN ASPHALT 2%, 2 ;"• .... . / 7//1 ROADWAY SECTION AT PARKING STALL STANDARD SPACE 4' SIDEWALK 11' PARKING STALL _ _ 15' WETLAND/UPLAND PROPOSED 26.0 � CONSERVATION TRACT B _ STORMWATER TRACT E 26.0 2 �- CONST. SIDEWALK _..........................._ ._ __ *4. TIRE STOP 1 4" HIGHER THAN 1111. ........ _.___..._____.................____._.__..__.___.__.___..._._..._.. H _.._..._.__._....:.EXIST........:..:..* WAND..4.95..__._.. _ .____..20r_ _._ _ _ ----- ASPHALT 24.0 --- .............WETLAND AREA EAD..-............_._�_:_4---__._.,___-. ............__._.__-......... __-_-_______1____1 24.0 _._._..._...._ ----_ -W__.TOREMAIN -_ 65'.__ .6_____.--_______ __.__.._______ •_1.111____.. __._ _ _ _ - _ _ _ _ 0 q 2 *SEE SHEEP 11 FOR 2% �- 11:11:.;, __..__....__..__..__.._.__......._..__...._....... .. __A 1_1_______1_1__-_._.._..__..-.._._._._....._.._._._...._...._.__ 22 0 �Vi..-._._._.. .......... _, _-._-_..___._-.. _ _ _ -__ . `"` 22.0 PROPOSED WETLAND -�- ................. 01'E.IO.MEETIIIST_. __...__.._..._._._.-___-__ WETLAND _1111... ,.---. ._--____.....__....._. . ...................,.%%........... ::1.11::1 �:::: :•::::::: • - ELEVATION VARIES _1111._ ...__ _2t0 ___21 ._ _.______..._.____...----______ ENHANCEMENT, W I ........................ 1. ��,p'���� �.� 111_1_. CREATION AND ..................1111 __...._................._............._...._1.11.1..._......_.._....._L...�...-...: _ ..__�..�_ _ _ __ , 20.0 ._.-_..._......_.._ ........ � a 1 `: __..____ .._._..... __ 1111 20.0 WETLAND/UPLAND BUFFER ..._......_...____-_______--_...__ '._........ T9:0 4 1111_. __._- ____.._._ PLANTING DETAILS. / // �.. t# T1 / -1IWATERS // �_-__.__ CONST: SILT t , 1$A z.._.... , 0L ,16 _ . _ a. o ......._ s,Q..._._ _.. 18.0 _.__ __.....__... _.__..__ �. _. _...... =-7.o- TRENCH AND BACKFILL TOSECTION I EL. 17.0 FT W/ MATERIAL W/ > 15% CLAYEY FINES PROPOSED ,\ 15' BUILDING F.F.= PER PLAN ROADWAY SECTION AT PARKING STALL COMPACT SPACE \ 40' ACCESS, DRAINAGE AND UTILITY EASEMENT / li- ROADWAY � 90 � 11' 11' / 4'/Y'/1/ -1 G7 6" COQUINA SHELL COMPACTED-/ TO 98% MAX. DENSITY (AASHTO T-180) .I -1-1/2' S-1 ASPHALT -2% SLOPE 2% SI OPE _ �::::::•:::.•:::.•.:..... •::::.::..•:•:::•::•: TYPICAL ROADWAY SECTION 19' /PROPOSED BUILDING EOP2% F.F.= PER PLAN d-• I L-111 4' WIDE SIDEWALK -- 8' COMPACTED/STABILIZED SUBGRADE R% COMPACTION AASHTO T-180) V 50 PSI MINIMUM) TO BE HOMOGENEUOS MIX FILL COMPACTED TO 98% MAX. DENSITY EROSION CONTROL NOTES 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction o f the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. 6. After any significant rainfall, sediment control structures will be inspected for integrity_ Any damaged devices shall be corrected is immed tel . Y 7. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 8. Sediment will be prevented from entering any storm drain system, ditch, or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 9. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. 10. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner, and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 11. Where construction vehicle access routes intersect s ct paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment ment is removed in this manner. This provision shall apply i - to Individual subdivision lots P pp y as well as to larger land disturbing activities. 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed. 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 14. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. Anchor Bales With 2 - 2" x 2' x 4' Sldewalk-� Stakes Per Bole. Riser / 0 -- Apron� Ottch � �wrb do attar `dbrb dt atter -�^' Duan 1-111""11119i .: - PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES .Illi 1 ..1.. A �.. Umits Of Construction, �� 50'On Canters (Typ. ) 4-_--_-_-I -Jil L / Slit Banter Sod As R fied•` I • .11 " .� Max. V b0' Max I Anchor Bales With 2 - 2" x 2" xP, •AN Orap Ends /// /// I /// Stakes Per Bale. .- ir� f• FRI Slope od Ditch Bott Inlet ��EMJJI -- -- - E Median ottd, ELEVATION 10' (Tip. - - TO BE USED AT SELECTED SITES WHERE THE - - Sat Barrier NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Ditch ... .rt - Gross Drams -0 !J->. - /// //!1 /// I 50' Max. ' 50' Max. 1 . now --'%' Sat Barrier Bales To Tot _mcdwall tom- -.nn, Anchor Bales Wlth 2 - 2' x 2' x 4' -'-=-=f:AT_M- 1 Stakes Per Bale. Sod, -"Sod, -"f Limits1 PLAN Of Construction 8' M DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fel slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabric In Absence of Established Q•aes Secure Edges By Etntrtrenching Ir And12T. / Extend Under Bags and Bales Fabric Shall Meet The Requirements Of Sand Gage- Section 985 Of The Standard , 7 eciffcations Cost Of Fabric To Be 5' Mtn. Included In The Contract Unit Prue For Bated Hay Or Straw, TN. 1. .1] .1.1.5. __1. 4I.A. .A. .1. .1 -- Loose Sol Placed By Shovel And Ughtly Itj 1�_L.00se Sol Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bats, PLAN of Boles PLAN Rall cat ' Ti ' Min. Recommee 5T 1 Mfi. Rm m Anchor Lower Bales With 2 - 2' x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole Anchor Top Bales To Lower Bales With 2 - 2" x 2' x 4' Stakes Per Bale, ELEVATION ELEVATION Application and Spadng: The use ofTT�j�es.1 do n bale barriers should be limited to the conditions outlined- in ehert 4 Sheet 1 of 3, Index No. 102 TYPE IC TYPE S BARRIER FOR UNPAVED DITCHES Post Options: Wood Mtn/0 Wood 2" x 4" I Optional Poet Posltl Oak x I Prindple Post Position Steel 1.33 Lbs/Ft. MI 8' Max. Fater Fabrtc (In , I (Canted 20' Toward Flow) * � Conformance With I; -yo-- Sea 985 FDOT Spec) > 2. Filter Fabric 6 4A-.0 / Sat Flow To ^ ELEVATION SECTION Note: Sat Fence to be paid for under the contract unit price for Staked Slit Fence (LF). TYPE --- SILT FENCE ... r'*: + , . .� - A Silt Flow .- V• - i�" Note Sparing floc 1 »-» Fence to be In Type ««« Sit Fence Protection accordance wi Chart », Sheet 1 of 3 Around Ditch Bottom Inlets Installationsstructures Sheet 3t drainage Do not deploy In a manner that slit fences will act as a dam across permanent flowing Type ««,., Sat Fence watercourses. Snt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A _Quide to Sound Land and Water Manila_ ement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS N.T.S. 1 r N 0 N k to F- o Go (4 Q � se o � i - M 0 h 4< � Q NO C O U h o W =-U•WW OU}W HWO>- Nw K W_3F-d j�SO W_ woWor$aa 3 a � � z r � r a r- Ww z c 0 ca o z 3 w o r- 0 z w o m _ � or= 0 y� Z Q�O 2�Z•"3?Zr W� - wa UW�L �r=-33wav, ■ U� � (0 J Go (D J � N 11; , Cl) aj v < ,r . R@y Cr W ZJt_Q 05 = cin o UQ - W 0 . o u CO � 2- O �/� Z zo LU CID �/ r � F -.r � T W Z0 MO = W I` W� F= N LJ. Z_ o v=j � - III fZ O J LL � U m 2 `` Lr_ N 60- W c(0w W >rn LL"it K Z ti v J 1- o Z Zti J r' W S U) Z O F_ LLQ N 0 O ryU O (/') cn L.JL1 > M Q I N I -'d OW (/-) (Z) r -k, _ M Z O J WRTIFICA7)ON\ . SC47 LK FL REG. N0. 470488 ❑JODAH B. BITRE FL REG. N?T(271 6 ❑WIUJAM•P. r /DA 2 $ 2V EET 4 PR ECT N J 0 -028 J P/L I R/W 26.0 --� STORMWATER TRACT G - - 80' BARBER STREET R/W ........ .... _..... . . . . ... - 26.0 .. 5 . . ...... . .. .... ... _ . I........ I . . . ... _.. .. _1 ..........- I . . 24.0 6' 8' � - .. 1 � _ 5' _,5, W 1 o, y 1 11 1.:. _. ... :.:::......:::....._ .. -.-.:....... .. __........ I .. . ... 11 ..._ " " ' ' " _ . . ... 1 ...1 . . - ... .. . ( _ . _ 1 .... .- _ .. __1111. .......... 11.11 ._.........._ 1111. 3:1 MAX ' ' ....-1 I .... 1111. .. . 22.0 .. 0' 2� _...,....-._._._._..._..._._.._.............:..._._. 22.0 .. _ .. 1. . 1 _ . .. .. .. .. .. ... t ... "" " _. .. . ...... 20.0 . .. _ .o' WATER LEVEL VARIES _ CONST. SILT FMCE . . - -- - -=_ .. . _1...11 ..... 1.. 20.0 . . ... 24,0 7 EXIST. 26'+PAVED ROA 24,0 18.0 ts.o'` 18.0 oust. GRADE .... .. _11 ZSWAY ...... .. . 18.0 .....r .. . ff.......... OF CONSERVATION TRACTS .. . -ADE/RESOD ... .... . _ . ..111..1. 1 EL 19.5 TO 19.3 _ ._ 1111.. 1111... - - _ . . " '.................. . L..............--...-...:......: -........ LAKEL Ro M SECTION E *SEE SHEET 11 FOR 3'-3" 3'-2" " CONSERVATION 1_-," I FTTER� AREA NO CLEARING, TRIMMING, W t'i 11 MOWING, OR DUMPING I IS PERMITTED WITHIN N o THE PRESERVE AREA BY ORDER OF THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT BRISTOL LAKES \ O/ ti ^ 4" X 4" P/T LUMBER llw 4. d f �? RED SPLI' CEDAR - PRESERVE AREA SIGNS TO BE PLACED 1 PER 100 LF ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY ALONG THE SPLIT -RAIL FENCE TRACT 'B' TO CLEARLY DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. 40' ACCESS EASEMENT CONSERVATION ,_` CONST. SPLiT-RAIL FENCE W/ CONSERVATION A R EA SIGN CONSERVATION SIGNS AT PERIMETER * 9' WETLAND * EXIST. OF CONSERVATION TRACTS UPLAND WETLAND AREA 26.0 20' _ _ 20' _ 4' BUFFER _ TO REMAIN 1 26.0 .... _........ __......... _...__ . _ 1._._11 ..__1_._. __._ ____--_-.._ ..... .--•__1_111 ... ... �2._..... 24.0 .... _....._.._.._..._.._....PROPOSED 4 SIDEWALK . ........................................________..._._...._._...._____--__.__....._...._ 24.0 ..___.PAVED RCS .2 . .... ........_._. _....._.______._____..._.- --.....7 _ _ ... I ..... __ *SEE SHEET 11 FOR ¢;1.. _.__.____-_.___.._____ _1__-..._.. ...... ...._.__......_ _......./..� ___ ._._._..__-.-_-.________.. PROPOSED WETLAND 22.0 ...�:_w......:,:._ 1111.__.._ ...._.. _y. _ .._. _:....1...111 ___..-__ -_ 22.0 ENHANCEMENT WETLAND SLOPE T01dEET ON CREATION, AND ._._....-.-.-__.__...__._.-._ wET o _... ____ _ ____.___.. _ ILL AREA 1111 ELEVAAON VARIES - WETLAND UPLAND BUFFER 20.0 ___ _____,�11: I ......._ 20.0 PLANTING DETAILS. _........... _ 111_1 _ . n.._...._____.___.__._.�y =_ E - g o N CONSf ..SILT FENCE , . _. _ . _ ..EXIST. _GRADE _ ___._.__ 18.0 18.0......_ ___._..__..........._ .:::_:. __..._.._....__:_.:__-:::a........__..._...__....______.____...__._..._....... _._.._.__..._....._._._....--- _____.. . _._ . _ .Q ..... _._....... I........._.__._...__-__-___._._._.__._.___-._...._._._..__._._- _1111. _.. __._._..__.... _1.111... _ .. __111.1_ _.-. . ....._-___._._...__.._.._.. ...... __ ........ - _._..._..__VARII S --EXIST-;-------- ---­-----------­----- .. __._..__...._.. ____1.111.. .� ._.___..._.__..._.. ___._...._._____.._..._.._.__. - WETLANDS TO "BE"'FILLED-­­­ ___._-1_____111______. _-__.._. SECTION G PROPOSED ONST. SPLiT-RAIL FENCE W/ CONSERVATION SIGNS AT WETLAND UPLAND rp ERIMETER PROPOSED LOT OF CONSERVATION TRACTS / _ CONSERVATION TRACT B 8' DRAINAGE � NOTE: 26.0 *EXIST. * 6.5' WETLAND EiSEMENT ,ell`'2�- ROOF RUN-OFF FROM BUILDINGS ALONG TRACT 'B' SHALL BE WETLAND AREA U_11PLAND ' - - _ _ _ _ �__ GUTTERED/DOWNSPOUTED AND PIPED TO THE STORMWATER TO REMAIN BUFFER. ' 2' ..ITE 2450'. MANAGEMENT SYSTEM SO R DOES NOT DRAIN INTO TRACT 'B'. 24.0 -ter 1_._111.. _ 1111._.. _................_--..___.1111...........--_._ f' - - t 1 4 ..._._...._.•._.-__ ................................._ .............. .. 1- a } 22.0 _.. 0 r ; : -OT'E 31.MAX.TO E10SI W�1 SILL A1EA _.... .1__.1.1.1. CONST. SILT FENCE -. -`"�� . .. .............. . 1111 f '; 20.0 2�11 20.0 _ I N...r __...................... ....................._._. _:_.:_. _..__ . 1_______111.. 11___.___` SEE SHEET 11 FOR 18 ADS DRAIN PIPE _..._......................._........_._................._..............___.._...._.--.--. ._._.--!ARIES _.___....._._._-...__.-..___._.____ PROPOSED WETLAND ----.I...................._..._._._....__.............._._._._-._......._.... XISN.... ... IDS TO._BE_FIU.EU__ _ -__- 18A 4 wI;TLAN 18.0 ENHANCEMENT WETLAND , _._.._.._._....___......_...............�.._:_........_........._..__......._.............__.._......._..___.______...._._._.___._..__...._.__._..___ __1111.._---._.. __.._._....._____ _ _ _......__11__11_._..-1._.__1_1__1_..__ .._._ CREATION, AND ... ..__._....___._....____._.___._..._....__...._.___..__..___................_...._...._... _______.._.__.._.__._..___._.._--_.___.._-_._._._._.._...__.___. WETLAND/UPLAND BUFFER .._._____._1.1._11_. ....._ . _ ........ ____.._______...-__. .________._-_1___1_11._____._____ PLANTING DETAILS, SECTION N ONST. SPLIT -RAIL FENCE W/ CONSERVATION SIGNS AT PROPOSED PERIMETER OF CONSERVATION TRACTS i !I _ � �� fD I 11 S ___..�Ix--- � I 1 -i2 2 \ - r -'V N I 7 8 0. C. SPLIT RAIL FENCE 0- 6' SIDEWALK q 11' PARKING STALL 18' /--2' OVERHANG '-" CONST. SIDEWALK TiRE STOP 1/4' HIGHER THAN ASPHALT 2%, 2 ;"• .... . / 7//1 ROADWAY SECTION AT PARKING STALL STANDARD SPACE 4' SIDEWALK 11' PARKING STALL _ _ 15' WETLAND/UPLAND PROPOSED 26.0 � CONSERVATION TRACT B _ STORMWATER TRACT E 26.0 2 �- CONST. SIDEWALK _..........................._ ._ __ *4. TIRE STOP 1 4" HIGHER THAN 1111. ........ _.___..._____.................____._.__..__.___.__.___..._._..._.. H _.._..._.__._....:.EXIST........:..:..* WAND..4.95..__._.. _ .____..20r_ _._ _ _ ----- ASPHALT 24.0 --- .............WETLAND AREA EAD..-............_._�_:_4---__._.,___-. ............__._.__-......... __-_-_______1____1 24.0 _._._..._...._ ----_ -W__.TOREMAIN -_ 65'.__ .6_____.--_______ __.__.._______ •_1.111____.. __._ _ _ _ - _ _ _ _ 0 q 2 *SEE SHEEP 11 FOR 2% �- 11:11:.;, __..__....__..__..__.._.__......._..__...._....... .. __A 1_1_______1_1__-_._.._..__..-.._._._._....._.._._._...._...._.__ 22 0 �Vi..-._._._.. .......... _, _-._-_..___._-.. _ _ _ -__ . `"` 22.0 PROPOSED WETLAND -�- ................. 01'E.IO.MEETIIIST_. __...__.._..._._._.-___-__ WETLAND _1111... ,.---. ._--____.....__....._. . ...................,.%%........... ::1.11::1 �:::: :•::::::: • - ELEVATION VARIES _1111._ ...__ _2t0 ___21 ._ _.______..._.____...----______ ENHANCEMENT, W I ........................ 1. ��,p'���� �.� 111_1_. CREATION AND ..................1111 __...._................._............._...._1.11.1..._......_.._....._L...�...-...: _ ..__�..�_ _ _ __ , 20.0 ._.-_..._......_.._ ........ � a 1 `: __..____ .._._..... __ 1111 20.0 WETLAND/UPLAND BUFFER ..._......_...____-_______--_...__ '._........ T9:0 4 1111_. __._- ____.._._ PLANTING DETAILS. / // �.. t# T1 / -1IWATERS // �_-__.__ CONST: SILT t , 1$A z.._.... , 0L ,16 _ . _ a. o ......._ s,Q..._._ _.. 18.0 _.__ __.....__... _.__..__ �. _. _...... =-7.o- TRENCH AND BACKFILL TOSECTION I EL. 17.0 FT W/ MATERIAL W/ > 15% CLAYEY FINES PROPOSED ,\ 15' BUILDING F.F.= PER PLAN ROADWAY SECTION AT PARKING STALL COMPACT SPACE \ 40' ACCESS, DRAINAGE AND UTILITY EASEMENT / li- ROADWAY � 90 � 11' 11' / 4'/Y'/1/ -1 G7 6" COQUINA SHELL COMPACTED-/ TO 98% MAX. DENSITY (AASHTO T-180) .I -1-1/2' S-1 ASPHALT -2% SLOPE 2% SI OPE _ �::::::•:::.•:::.•.:..... •::::.::..•:•:::•::•: TYPICAL ROADWAY SECTION 19' /PROPOSED BUILDING EOP2% F.F.= PER PLAN d-• I L-111 4' WIDE SIDEWALK -- 8' COMPACTED/STABILIZED SUBGRADE R% COMPACTION AASHTO T-180) V 50 PSI MINIMUM) TO BE HOMOGENEUOS MIX FILL COMPACTED TO 98% MAX. DENSITY EROSION CONTROL NOTES 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction o f the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. 6. After any significant rainfall, sediment control structures will be inspected for integrity_ Any damaged devices shall be corrected is immed tel . Y 7. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 8. Sediment will be prevented from entering any storm drain system, ditch, or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 9. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. 10. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner, and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 11. Where construction vehicle access routes intersect s ct paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment ment is removed in this manner. This provision shall apply i - to Individual subdivision lots P pp y as well as to larger land disturbing activities. 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed. 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 14. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. Anchor Bales With 2 - 2" x 2' x 4' Sldewalk-� Stakes Per Bole. Riser / 0 -- Apron� Ottch � �wrb do attar `dbrb dt atter -�^' Duan 1-111""11119i .: - PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES .Illi 1 ..1.. A �.. Umits Of Construction, �� 50'On Canters (Typ. ) 4-_--_-_-I -Jil L / Slit Banter Sod As R fied•` I • .11 " .� Max. V b0' Max I Anchor Bales With 2 - 2" x 2" xP, •AN Orap Ends /// /// I /// Stakes Per Bale. .- ir� f• FRI Slope od Ditch Bott Inlet ��EMJJI -- -- - E Median ottd, ELEVATION 10' (Tip. - - TO BE USED AT SELECTED SITES WHERE THE - - Sat Barrier NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Ditch ... .rt - Gross Drams -0 !J->. - /// //!1 /// I 50' Max. ' 50' Max. 1 . now --'%' Sat Barrier Bales To Tot _mcdwall tom- -.nn, Anchor Bales Wlth 2 - 2' x 2' x 4' -'-=-=f:AT_M- 1 Stakes Per Bale. Sod, -"Sod, -"f Limits1 PLAN Of Construction 8' M DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fel slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabric In Absence of Established Q•aes Secure Edges By Etntrtrenching Ir And12T. / Extend Under Bags and Bales Fabric Shall Meet The Requirements Of Sand Gage- Section 985 Of The Standard , 7 eciffcations Cost Of Fabric To Be 5' Mtn. Included In The Contract Unit Prue For Bated Hay Or Straw, TN. 1. .1] .1.1.5. __1. 4I.A. .A. .1. .1 -- Loose Sol Placed By Shovel And Ughtly Itj 1�_L.00se Sol Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bats, PLAN of Boles PLAN Rall cat ' Ti ' Min. Recommee 5T 1 Mfi. Rm m Anchor Lower Bales With 2 - 2' x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole Anchor Top Bales To Lower Bales With 2 - 2" x 2' x 4' Stakes Per Bale, ELEVATION ELEVATION Application and Spadng: The use ofTT�j�es.1 do n bale barriers should be limited to the conditions outlined- in ehert 4 Sheet 1 of 3, Index No. 102 TYPE IC TYPE S BARRIER FOR UNPAVED DITCHES Post Options: Wood Mtn/0 Wood 2" x 4" I Optional Poet Posltl Oak x I Prindple Post Position Steel 1.33 Lbs/Ft. MI 8' Max. Fater Fabrtc (In , I (Canted 20' Toward Flow) * � Conformance With I; -yo-- Sea 985 FDOT Spec) > 2. Filter Fabric 6 4A-.0 / Sat Flow To ^ ELEVATION SECTION Note: Sat Fence to be paid for under the contract unit price for Staked Slit Fence (LF). TYPE --- SILT FENCE ... r'*: + , . .� - A Silt Flow .- V• - i�" Note Sparing floc 1 »-» Fence to be In Type ««« Sit Fence Protection accordance wi Chart », Sheet 1 of 3 Around Ditch Bottom Inlets Installationsstructures Sheet 3t drainage Do not deploy In a manner that slit fences will act as a dam across permanent flowing Type ««,., Sat Fence watercourses. Snt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A _Quide to Sound Land and Water Manila_ ement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS N.T.S. 1 r N 0 N k to F- o Go (4 Q � se o � i - M 0 h 4< � Q NO C O U h o W =-U•WW OU}W HWO>- Nw K W_3F-d j�SO W_ woWor$aa 3 a � � z r � r a r- Ww z c 0 ca o z 3 w o r- 0 z w o m _ � or= 0 y� Z Q�O 2�Z•"3?Zr W� - wa UW�L �r=-33wav, ■ U� � (0 J Go (D J � N 11; , Cl) aj v < ,r . R@y Cr W ZJt_Q 05 = cin o UQ - W 0 . o u CO � 2- O �/� Z zo LU CID �/ r � F -.r � T W Z0 MO = W I` W� F= N LJ. Z_ o v=j � - III fZ O J LL � U m 2 `` Lr_ N 60- W c(0w W >rn LL"it K Z ti v J 1- o Z Zti J r' W S U) Z O F_ LLQ N 0 O ryU O (/') cn L.JL1 > M Q I N I -'d OW (/-) (Z) r -k, _ M Z O J WRTIFICA7)ON\ . SC47 LK FL REG. N0. 470488 ❑JODAH B. BITRE FL REG. N?T(271 6 ❑WIUJAM•P. r /DA 2 $ 2V EET 4 PR ECT N J 0 -028 J TRACT 'B' PROPOSED LOT_ _ CONSERVATION I/- * *10' WETLAND EXIST. 26.0 _ 1111 -_1111 _ UPLAND WETLAND AREA ' _ _ 1 ' _ BUFFER TO REMAIN 26,0 TTFE-24 0' __ .. CONST SP1E-RAlL. INCE W/ .....::.:::..... _.I 24,0 CONSERVATION SIGNS AT PERIMETER 24,0 . ....8 .....r .. . ff.......... OF CONSERVATION TRACTS .. 22.0 " '.................. . L..............--...-...:......: -........ _1.1.11__-1.11.1: .. , .. _111.__1__ 3:1 M# ... ..... _..._....... _ _..._ 22,0 *SEE SHEET 11 FOR / MEET EXIST PROPOSED WETLAND / ... .-..ELFVA110N VARIES :_ ENHANCEMENT, WEELAND 20,0 .. J .. ... ... 20.0 CREATION, AND WETLAND FILL_ AREA -J ... SILT FENCE WETLAND/UPLAND BUFFER PLANTING DETAILS. 18.0 ...... . _. ......_ .­CONST ._..._ . _, ......= ............ ....:.TxIST (ADE... _.._ .._..:. 18,0 .1 .................. _. _"-,-, _ .. _.. _1111..........._..__.. a ..... .. .. 1111_ .. 1111... . . ............. ..........- . .......... _1.1.11........... ... SECTION F 3'-3" 3'-2" " CONSERVATION 1_-," I FTTER� AREA NO CLEARING, TRIMMING, W t'i 11 MOWING, OR DUMPING I IS PERMITTED WITHIN N o THE PRESERVE AREA BY ORDER OF THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT BRISTOL LAKES \ O/ ti ^ 4" X 4" P/T LUMBER llw 4. d f �? RED SPLI' CEDAR - PRESERVE AREA SIGNS TO BE PLACED 1 PER 100 LF ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY ALONG THE SPLIT -RAIL FENCE TRACT 'B' TO CLEARLY DEMARCATE THE BOUNDARIES OF THE PRESERVED WETLAND. 40' ACCESS EASEMENT CONSERVATION ,_` CONST. SPLiT-RAIL FENCE W/ CONSERVATION A R EA SIGN CONSERVATION SIGNS AT PERIMETER * 9' WETLAND * EXIST. OF CONSERVATION TRACTS UPLAND WETLAND AREA 26.0 20' _ _ 20' _ 4' BUFFER _ TO REMAIN 1 26.0 .... _........ __......... _...__ . _ 1._._11 ..__1_._. __._ ____--_-.._ ..... .--•__1_111 ... ... �2._..... 24.0 .... _....._.._.._..._.._....PROPOSED 4 SIDEWALK . ........................................________..._._...._._...._____--__.__....._...._ 24.0 ..___.PAVED RCS .2 . .... ........_._. _....._.______._____..._.- --.....7 _ _ ... I ..... __ *SEE SHEET 11 FOR ¢;1.. _.__.____-_.___.._____ _1__-..._.. ...... ...._.__......_ _......./..� ___ ._._._..__-.-_-.________.. PROPOSED WETLAND 22.0 ...�:_w......:,:._ 1111.__.._ ...._.. _y. _ .._. _:....1...111 ___..-__ -_ 22.0 ENHANCEMENT WETLAND SLOPE T01dEET ON CREATION, AND ._._....-.-.-__.__...__._.-._ wET o _... ____ _ ____.___.. _ ILL AREA 1111 ELEVAAON VARIES - WETLAND UPLAND BUFFER 20.0 ___ _____,�11: I ......._ 20.0 PLANTING DETAILS. _........... _ 111_1 _ . n.._...._____.___.__._.�y =_ E - g o N CONSf ..SILT FENCE , . _. _ . _ ..EXIST. _GRADE _ ___._.__ 18.0 18.0......_ ___._..__..........._ .:::_:. __..._.._....__:_.:__-:::a........__..._...__....______.____...__._..._....... _._.._.__..._....._._._....--- _____.. . _._ . _ .Q ..... _._....... I........._.__._...__-__-___._._._.__._.___-._...._._._..__._._- _1111. _.. __._._..__.... _1.111... _ .. __111.1_ _.-. . ....._-___._._...__.._.._.. ...... __ ........ - _._..._..__VARII S --EXIST-;-------- ---­-----------­----- .. __._..__...._.. ____1.111.. .� ._.___..._.__..._.. ___._...._._____.._..._.._.__. - WETLANDS TO "BE"'FILLED-­­­ ___._-1_____111______. _-__.._. SECTION G PROPOSED ONST. SPLiT-RAIL FENCE W/ CONSERVATION SIGNS AT WETLAND UPLAND rp ERIMETER PROPOSED LOT OF CONSERVATION TRACTS / _ CONSERVATION TRACT B 8' DRAINAGE � NOTE: 26.0 *EXIST. * 6.5' WETLAND EiSEMENT ,ell`'2�- ROOF RUN-OFF FROM BUILDINGS ALONG TRACT 'B' SHALL BE WETLAND AREA U_11PLAND ' - - _ _ _ _ �__ GUTTERED/DOWNSPOUTED AND PIPED TO THE STORMWATER TO REMAIN BUFFER. ' 2' ..ITE 2450'. MANAGEMENT SYSTEM SO R DOES NOT DRAIN INTO TRACT 'B'. 24.0 -ter 1_._111.. _ 1111._.. _................_--..___.1111...........--_._ f' - - t 1 4 ..._._...._.•._.-__ ................................._ .............. .. 1- a } 22.0 _.. 0 r ; : -OT'E 31.MAX.TO E10SI W�1 SILL A1EA _.... .1__.1.1.1. CONST. SILT FENCE -. -`"�� . .. .............. . 1111 f '; 20.0 2�11 20.0 _ I N...r __...................... ....................._._. _:_.:_. _..__ . 1_______111.. 11___.___` SEE SHEET 11 FOR 18 ADS DRAIN PIPE _..._......................._........_._................._..............___.._...._.--.--. ._._.--!ARIES _.___....._._._-...__.-..___._.____ PROPOSED WETLAND ----.I...................._..._._._....__.............._._._._-._......._.... XISN.... ... IDS TO._BE_FIU.EU__ _ -__- 18A 4 wI;TLAN 18.0 ENHANCEMENT WETLAND , _._.._.._._....___......_...............�.._:_........_........._..__......._.............__.._......._..___.______...._._._.___._..__...._.__._..___ __1111.._---._.. __.._._....._____ _ _ _......__11__11_._..-1._.__1_1__1_..__ .._._ CREATION, AND ... ..__._....___._....____._.___._..._....__...._.___..__..___................_...._...._... _______.._.__.._.__._..___._.._--_.___.._-_._._._._.._...__.___. WETLAND/UPLAND BUFFER .._._____._1.1._11_. ....._ . _ ........ ____.._______...-__. .________._-_1___1_11._____._____ PLANTING DETAILS, SECTION N ONST. SPLIT -RAIL FENCE W/ CONSERVATION SIGNS AT PROPOSED PERIMETER OF CONSERVATION TRACTS i !I _ � �� fD I 11 S ___..�Ix--- � I 1 -i2 2 \ - r -'V N I 7 8 0. C. SPLIT RAIL FENCE 0- 6' SIDEWALK q 11' PARKING STALL 18' /--2' OVERHANG '-" CONST. SIDEWALK TiRE STOP 1/4' HIGHER THAN ASPHALT 2%, 2 ;"• .... . / 7//1 ROADWAY SECTION AT PARKING STALL STANDARD SPACE 4' SIDEWALK 11' PARKING STALL _ _ 15' WETLAND/UPLAND PROPOSED 26.0 � CONSERVATION TRACT B _ STORMWATER TRACT E 26.0 2 �- CONST. SIDEWALK _..........................._ ._ __ *4. TIRE STOP 1 4" HIGHER THAN 1111. ........ _.___..._____.................____._.__..__.___.__.___..._._..._.. H _.._..._.__._....:.EXIST........:..:..* WAND..4.95..__._.. _ .____..20r_ _._ _ _ ----- ASPHALT 24.0 --- .............WETLAND AREA EAD..-............_._�_:_4---__._.,___-. ............__._.__-......... __-_-_______1____1 24.0 _._._..._...._ ----_ -W__.TOREMAIN -_ 65'.__ .6_____.--_______ __.__.._______ •_1.111____.. __._ _ _ _ - _ _ _ _ 0 q 2 *SEE SHEEP 11 FOR 2% �- 11:11:.;, __..__....__..__..__.._.__......._..__...._....... .. __A 1_1_______1_1__-_._.._..__..-.._._._._....._.._._._...._...._.__ 22 0 �Vi..-._._._.. .......... _, _-._-_..___._-.. _ _ _ -__ . `"` 22.0 PROPOSED WETLAND -�- ................. 01'E.IO.MEETIIIST_. __...__.._..._._._.-___-__ WETLAND _1111... ,.---. ._--____.....__....._. . ...................,.%%........... ::1.11::1 �:::: :•::::::: • - ELEVATION VARIES _1111._ ...__ _2t0 ___21 ._ _.______..._.____...----______ ENHANCEMENT, W I ........................ 1. ��,p'���� �.� 111_1_. CREATION AND ..................1111 __...._................._............._...._1.11.1..._......_.._....._L...�...-...: _ ..__�..�_ _ _ __ , 20.0 ._.-_..._......_.._ ........ � a 1 `: __..____ .._._..... __ 1111 20.0 WETLAND/UPLAND BUFFER ..._......_...____-_______--_...__ '._........ T9:0 4 1111_. __._- ____.._._ PLANTING DETAILS. / // �.. t# T1 / -1IWATERS // �_-__.__ CONST: SILT t , 1$A z.._.... , 0L ,16 _ . _ a. o ......._ s,Q..._._ _.. 18.0 _.__ __.....__... _.__..__ �. _. _...... =-7.o- TRENCH AND BACKFILL TOSECTION I EL. 17.0 FT W/ MATERIAL W/ > 15% CLAYEY FINES PROPOSED ,\ 15' BUILDING F.F.= PER PLAN ROADWAY SECTION AT PARKING STALL COMPACT SPACE \ 40' ACCESS, DRAINAGE AND UTILITY EASEMENT / li- ROADWAY � 90 � 11' 11' / 4'/Y'/1/ -1 G7 6" COQUINA SHELL COMPACTED-/ TO 98% MAX. DENSITY (AASHTO T-180) .I -1-1/2' S-1 ASPHALT -2% SLOPE 2% SI OPE _ �::::::•:::.•:::.•.:..... •::::.::..•:•:::•::•: TYPICAL ROADWAY SECTION 19' /PROPOSED BUILDING EOP2% F.F.= PER PLAN d-• I L-111 4' WIDE SIDEWALK -- 8' COMPACTED/STABILIZED SUBGRADE R% COMPACTION AASHTO T-180) V 50 PSI MINIMUM) TO BE HOMOGENEUOS MIX FILL COMPACTED TO 98% MAX. DENSITY EROSION CONTROL NOTES 1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction o f the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. 6. After any significant rainfall, sediment control structures will be inspected for integrity_ Any damaged devices shall be corrected is immed tel . Y 7. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 8. Sediment will be prevented from entering any storm drain system, ditch, or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 9. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. 10. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner, and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 11. Where construction vehicle access routes intersect s ct paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment ment is removed in this manner. This provision shall apply i - to Individual subdivision lots P pp y as well as to larger land disturbing activities. 12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed. 13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 14. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. Anchor Bales With 2 - 2" x 2' x 4' Sldewalk-� Stakes Per Bole. Riser / 0 -- Apron� Ottch � �wrb do attar `dbrb dt atter -�^' Duan 1-111""11119i .: - PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES .Illi 1 ..1.. A �.. Umits Of Construction, �� 50'On Canters (Typ. ) 4-_--_-_-I -Jil L / Slit Banter Sod As R fied•` I • .11 " .� Max. V b0' Max I Anchor Bales With 2 - 2" x 2" xP, •AN Orap Ends /// /// I /// Stakes Per Bale. .- ir� f• FRI Slope od Ditch Bott Inlet ��EMJJI -- -- - E Median ottd, ELEVATION 10' (Tip. - - TO BE USED AT SELECTED SITES WHERE THE - - Sat Barrier NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Ditch ... .rt - Gross Drams -0 !J->. - /// //!1 /// I 50' Max. ' 50' Max. 1 . now --'%' Sat Barrier Bales To Tot _mcdwall tom- -.nn, Anchor Bales Wlth 2 - 2' x 2' x 4' -'-=-=f:AT_M- 1 Stakes Per Bale. Sod, -"Sod, -"f Limits1 PLAN Of Construction 8' M DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Fel slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabric In Absence of Established Q•aes Secure Edges By Etntrtrenching Ir And12T. / Extend Under Bags and Bales Fabric Shall Meet The Requirements Of Sand Gage- Section 985 Of The Standard , 7 eciffcations Cost Of Fabric To Be 5' Mtn. Included In The Contract Unit Prue For Bated Hay Or Straw, TN. 1. .1] .1.1.5. __1. 4I.A. .A. .1. .1 -- Loose Sol Placed By Shovel And Ughtly Itj 1�_L.00se Sol Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bats, PLAN of Boles PLAN Rall cat ' Ti ' Min. Recommee 5T 1 Mfi. Rm m Anchor Lower Bales With 2 - 2' x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole Anchor Top Bales To Lower Bales With 2 - 2" x 2' x 4' Stakes Per Bale, ELEVATION ELEVATION Application and Spadng: The use ofTT�j�es.1 do n bale barriers should be limited to the conditions outlined- in ehert 4 Sheet 1 of 3, Index No. 102 TYPE IC TYPE S BARRIER FOR UNPAVED DITCHES Post Options: Wood Mtn/0 Wood 2" x 4" I Optional Poet Posltl Oak x I Prindple Post Position Steel 1.33 Lbs/Ft. MI 8' Max. Fater Fabrtc (In , I (Canted 20' Toward Flow) * � Conformance With I; -yo-- Sea 985 FDOT Spec) > 2. Filter Fabric 6 4A-.0 / Sat Flow To ^ ELEVATION SECTION Note: Sat Fence to be paid for under the contract unit price for Staked Slit Fence (LF). TYPE --- SILT FENCE ... r'*: + , . .� - A Silt Flow .- V• - i�" Note Sparing floc 1 »-» Fence to be In Type ««« Sit Fence Protection accordance wi Chart », Sheet 1 of 3 Around Ditch Bottom Inlets Installationsstructures Sheet 3t drainage Do not deploy In a manner that slit fences will act as a dam across permanent flowing Type ««,., Sat Fence watercourses. Snt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A _Quide to Sound Land and Water Manila_ ement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS N.T.S. 1 r N 0 N k to F- o Go (4 Q � se o � i - M 0 h 4< � Q NO C O U h o W =-U•WW OU}W HWO>- Nw K W_3F-d j�SO W_ woWor$aa 3 a � � z r � r a r- Ww z c 0 ca o z 3 w o r- 0 z w o m _ � or= 0 y� Z Q�O 2�Z•"3?Zr W� - wa UW�L �r=-33wav, ■ U� � (0 J Go (D J � N 11; , Cl) aj v < ,r . R@y Cr W ZJt_Q 05 = cin o UQ - W 0 . o u CO � 2- O �/� Z zo LU CID �/ r � F -.r � T W Z0 MO = W I` W� F= N LJ. Z_ o v=j � - III fZ O J LL � U m 2 `` Lr_ N 60- W c(0w W >rn LL"it K Z ti v J 1- o Z Zti J r' W S U) Z O F_ LLQ N 0 O ryU O (/') cn L.JL1 > M Q I N I -'d OW (/-) (Z) r -k, _ M Z O J WRTIFICA7)ON\ . SC47 LK FL REG. N0. 470488 ❑JODAH B. BITRE FL REG. N?T(271 6 ❑WIUJAM•P. r /DA 2 $ 2V EET 4 PR ECT N J 0 -028 J GENERAL NOTES: # 1 THERMOPLASTIC GORE 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. /7f 2. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLA. D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE B CONSTRUCTI❑N. SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, ON ALL COUNTY MAINTAINED ROADWAYS. 3. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, IF THE EXISTING PAVEMENT MARKINGS ARE ■ ■ INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. ■ ■ 4. THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. __ ■ ____ E ___ _—___ _ _—_D _—_— _—_— ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION, 5' CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY INDIAN RIVER ■ COUNTY TRAFFIC ENGINEERING (M. U. T. C. D. 3B-5). B 6. SPEED EQUALS POSTED SPEED IN M.P.H. OR DESIGN SPEED, WHICHEVER IS GREATER. MONO -DIRECTIONAL COLORLESS REFLECTOR 7. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD B SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M. U. T. C. D. & F. D. O. T. ROADWAY & TRAFFIC DESIGN STANDARDS (LATEST EDITION), HOWEVER, WHERE CONFLICTS EXIST, THIS TYPICAL SHALL TAKE PRECEDENT OVER F. D. O. T. STANDARD SPECIFICATIONS. FOR DISTANCE 'Z' SEE BELOW. 8. IF EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO # 5 RAISED MEDIAN WITH TAPERED NOSE COMMENCEMENT OF WORK. 9. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE A MINIMUM OF 4 FEET. --� 10. THERM❑PLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FIVE CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN 10' COMPLETED, WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE 30 DAYS OR AS SPECIFIED BY INDIAN RIVER COUNTY GUTTER TRAFFIC ENGINEERING. NOTE: REFLECTORS _ - 11. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINICANDLES AT INSTALLATION. SHALL BE EQUALLY 12, ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6' WIDE, UNLESS OTHERWISE NOTED, PER F. D. O. T. ROADWAY AND TRAFFIC DESIGN SPACED BETWEEN STANDARDS OR INDIAN RIVER COUNTY DESIGN STANDARDS . AND © , BUT NO CURB 13, ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE. MORE THAN 18" APART. BI-DIRECTIONAL AMBER REFLECTORS 14. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING BEFORE INSTALLATION. A 15. ALL MARKERS SHALL BE CLASS "B" AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706. 16. �� INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING). 17. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS TYPICAL DETAIL # 9 SKIP LINE 18, REFLECTORS SHALL BE EQUALLY SPACED BETWEEN POINTS QA AND © BUT NO MORE THAN 18" APART 19. EPDXY SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE USED TO SECURE R.P.M.'S. THERMOPLASTIC OR EPDXY SHALL BE USED ON ASPHALTIC SURFACES. lo' -o" 30Y-0" 20• R.P.M. 'S ARE TO BE INSTALLED ON TOP OF THERMOPLASTIC LANE LINES. WHEN INSTALLING RPM's WITH PAINT LANE LINES RPM's ARE TO BE PLACED 1" (INCH) TO THE RIGHT OR LEFT OF THE LINE, AS APPROVED BY THE COUNTY. 21. *0 OR 'F.D.P'. DENOTES FLEXIBLE DELINEATOR POST. 22. ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY I PRODUCTS LIST" (QPL) AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY ROADWAYS. 23, ALL REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER DISCERNABLE. L 24. LANE LINE RPM's ON THE 4 (OR MORE) LANE PORTION OF ANY MEDIAN -DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL WHITE/RED (SEE STRIPING KEY 'T'). ALL OTHER ROADWAYS, INCLUDING THOSE WITH BI-DIRECTIONAL CENTER LEFT TURN LANES, SHALL USE MONO -DIRECTIONAL WHITE RPMS. 25. AMBER BI-DIRECTIONAL RAISED PAVEMENT MARKERS (RPMs) ARE REQUIRED IN ADDITION TO THE CENTERLINE PAVEMENT MARKINGS. IN ADDITION, ALL RPMS SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS, 26 RAISED DIRECTIONALYELLOW. REFLECTIVE PT MARKERS (RPMs) ARE TO CONSIST OF 4 -INCH SQUARE MONODIRECTI❑NAL WHITE, ANDB# 13 RAISED MEDIAN - CHANNELIZED LEFT TURN /D I Vf C 27. RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX NO. 17352 AND THIS PLAN, BUT INSTALLED ON -THE -STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. #6 TYPICAL TURN LANE ARROW te)� A A N e 15" _ 6'-7" 100 FT MAXIMUM DISTANCE BETWEEN ARROWS LEFT AND RIGHT TURN LANES 6' TO 10' INSIDE / PER PLAN 3�r GAP MAX. �G— STANDARD CROSSWALK 1� i NOTE. - HANDICAP OR WHEEL CHAIR ACCESS RAMPS DICTATE / " SHOULDER TYPICAL CROSSWALK PLACEMENT STANDARD CROSSWALKS SHALL SHOULDER C~J BE INSTALLED AT SIGNALIZED -� ° OR STOP SIGN CONTROLLED \ INTERSECTIONS AS PER DESIGN r CROSSWALK & STOP BAR PLACEMENT # 2 THERMOPLASTIC ISLAND 'Z' J mo_/ ===> BI-DIRECTIONAL AMBER REFLECTOR FOR DISTANCE 'Z ' SEE BELOW. # 6 RAISED MEDIAN WITH CROSSHATCH R4-7 W/CASE I ,Z, ©- �K # 3 EDGE OF PAVEMENT CROSSHATCH o: ■ (n ' �■ ■ D D EDGE OF PAVEMENT FOR DISTANCE 'Z ' SEE BELOW. # 7 REFLECTOR PLACEMENT FOR TWO LANE BRIDGE (SEE NOTE 6 & 7 # 4 GRASS MEDIAN WITH CROSSHATCH R4-7 W/CASE I '7' ■ ■ ■ ■-----------' ■ ■ BI-DIRECTIONAL AMBER REFLECTOR FOR DISTANCE Z, SEE BELOW. # 8 SOLID LINE WITH SKIP BI-DIRECTIONAL AMBER REFLECTORS - 40' ,_ q ._ q _CTOR o o _ 30 0 FOR DISTANCE 'Z ' SEE CHART2. # 1 o THERMOPLASTIC MEDIAN AT INTERSECTION # 11 SKIP LINE WITH # 12 DOU BLE SOLID LINE NOTE: REFLECTORS TWO WAY LEFT TURN SHALL BE EQUALLY SPACED BETWEEN[N K B AND ©, BUT NO MORE THAN 18" APART. ■ ■` ■ BI-DIRECTIONAL AMBER REFLECTORS � BI-DIRECTIONAL AMBER REFLECTOR �40' RADIUS IJ- &J,F FOR DISTANCE 'Z ' SEE BELOW, J ROADWAY # 14 GRASS MEDIAN # 15 RAISED CONCRETEGISED 1 6 TRAFFIC SEPARATOR MEDIAN WITH 10' 10' S' S' TAPERED NOSE B B 10' 10' �, 5, MONO -DIRECTIONAL AMBER�-- - GRASS MEDIAN w �- 3 GAP (NO CURB) ■ _ (1 D TRAFFIC SEPARATOR R6-1 W/CASE 1 . �� � ■ ' CONC. SEPARATOR- B D M F.D.P.SA A `-t/ A❑ / '-`_� X6111 \ �•� ■ _ _ o_/ BI-DIRECTIONAL NOTE: REFLECTORS NOTE. REFLECTORS AMBER REFLECTORS NOTE. REFLECTORS E • ' D -- : ° f B SHALL BE EQUALLY SHALL BE EQUALLY SHALL BE EQUALLY • SPACED BETWEEN SPACED BETWEEN[A] SPACED BETWEEN LAI • ' °' • R AND © , BUT NO M AND ©, BUT NO AND ©, BUT NO MORE THAN 18 MORE THAN 18 MORE THAN 18 R t • °' • °' • • °'�° �,� • •, A 3' GAP APART. APART. APART. r R6-1 W/CASE 1 RIGHT TURN LANE I / CONC. SEPARATOR LEFT TURN LANE gZ �u N U N Q r- z 0 ca W � � w o � yU' 1—wOtJ CNS crw oFatz=wog Zoo ��, o�'m 3�K��a'-U�JZS wo d0Witaa- �3w `F��3wDa�U/ # 17 RAISED CHANNELIZEDF- o M o RIGHT TURN LANE ISLAND g � W C,D L NOTE: REFLECTORS -1 W o > U_ SHALL BE EQUALLY F_ Z Q ■ SPACED BETWEEN ® !Z �2 N AND©, BUT NO MM W W CD h MORE THAN 18" W ® APART. W Z o B Y Q-- P n J INSTALL AT DROP = W RIGHT TURN LANE ONLY 0I1 R v� v ZRAISED REFLECTIVE m PAVEMENT MARKERS (RPM's) _ STORAGE LENGTH (SEE CHART 3 & NOTE 5) SHADOW LENGTH (50%. _f_ q MAX STORAGE (SEE CHART ;4 3 1 f_ q 4' MIN SHOULDER MONO -DIRECTIONAL AMBER NOTE: RAISED CONCRETE ISLAND �I �I I B - _ _-.. ---- A - ----------- - - - --- - • .:� .:• DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER. ---------------------------- ' 1 �► QA--� PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART IA}-ZA I _ ` 150--n" I 0 ® as ® ® m TAPER ACROSS SIDE STREET OR MAJOR DRIVE \ - _ 80'-0" MIN = J \ ---- --�---^------- --- �� SIDE STREET OR COMMERCIAL DRIVEWAY z Z 5n' W rn a) p, M C Z J J Z Cr J Z OC: Qua,- o U_ 0 �Or`. 000 2 Z oUJ Leo WQ Shadow length's shall be 100 feet at all dual o OW NF- Z W� O z g�>--.t (DwQ- Q- ­� ,CP # 17 RAISED CHANNELIZEDF- o M o RIGHT TURN LANE ISLAND g � W C,D L NOTE: REFLECTORS -1 W o > U_ SHALL BE EQUALLY F_ Z Q ■ SPACED BETWEEN ® !Z �2 N AND©, BUT NO MM W W CD h MORE THAN 18" W ® APART. W Z o B Y Q-- P n J INSTALL AT DROP = W RIGHT TURN LANE ONLY 0I1 R v� v ZRAISED REFLECTIVE m PAVEMENT MARKERS (RPM's) _ STORAGE LENGTH (SEE CHART 3 & NOTE 5) SHADOW LENGTH (50%. _f_ q MAX STORAGE (SEE CHART ;4 3 1 f_ q 4' MIN SHOULDER MONO -DIRECTIONAL AMBER NOTE: RAISED CONCRETE ISLAND �I �I I B - _ _-.. ---- A - ----------- - - - --- - • .:� .:• DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER. ---------------------------- ' 1 �► QA--� PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART IA}-ZA I _ ` 150--n" I 0 ® as ® ® m TAPER ACROSS SIDE STREET OR MAJOR DRIVE \ - _ 80'-0" MIN = J \ ---- --�---^------- --- �� SIDE STREET OR COMMERCIAL DRIVEWAY 0 (n � 0 M � N J 46 O W o En O J /nMA77N_ JOSEPH W. SCHULKE FL REG. NO. 47048 0IJo B. FL. REG 0. 5 3 ❑H7W P. STOD NO. 57 0 / DkdA 2 5 SHEET 15A P OJECT 0. J ` 5-0 J Z 5n' 01TYP_ Y n Z FOR DISTANCE 'Z' SEE CHART 2 Z 1$O' -1 `� ► 1 QQ-AJAX �5' Qua,- a Shadow length's shall be 100 feet at all dual left applications, with 250' of W-10' skips. NF- (DwQ- CHART #3 V W W CHART #1 > SINGLE TURN LANE STORAGE ( MINIMUM - FT) a CHART #3 NOTES: LENGTHS OF APPROACH STRIPING (FTI) TURNING VEHICLES PER HOUR 1, STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW. A = STRIPING KEY 6" SOLID WHITE SEE NOTE 5 & 6 I MPH 30-60 61-90 91-120 121 -15)151 -181)181 -213211 -24C241 -27C4271 -30t,>301 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED. B = 8" SOLID WHITE I 55 365 390 415 440 465 490 515 540 565 590 3, ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMITI C = D = 12" SOLID WHITE 18" SOLID WHITE SPEED DISTANCE (X) STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. E = 24" SOLID WHITE 30 50 300 325 350 375 400 425 450 475 500 525 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL F = G 6" SKIP WHITE TYP 10'-30') 6" 35 500 550 45 280 280 295 320 345 370 395 420 445 470 EVERY 2 MINUTES. = H = SKIP WHITE TYP 6'-10') 6" SKIP WHITE TYP 2'-4') 40 600 40 280 280 280 280 285 310 335 360 385 410 S 6' - 10' WHITE SKIPLINE LENGTH = 1801, 1 = 6" SOLID YELLOW J = 18 SOLID YELLOW 45 700 35 280 280 280 280 280 290 315 340 365 390 6, USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 K = 6" DOUBLE YELLOW REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER, L = 6" SKIP YELLOW TYP (10'-30') 50 800 M = 6" SKIP YELLOW TYP 6'-10') N = 6" SKIP YELLOW TYP (2'-4') CHART 2 CHART 4 # CHART # 4 NOTES: P = RPM MONO -DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER DISTANCE BETWEEN DUAL TURN LANE STORAGE( MIN. - FTTURN I NG VEHICLES PER HOUR L STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW, R = FDP WHITE CROSS HATCHED LINES MPH 0-240 - 241-300 301-360 361-42C 421-48C 481-54C >541 2, APPLIES TO RIGHT OR LEFT TURN LANES, S = T = FDP YELLOW RPM BI-DIREC. WHITE/RED 55 490 515 540 565 590 615 665 POSTED SPEED Z 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMITI 50 450 .450 475 500 525 550 600 STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301, NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. LIMIT (M, P. H. (FT, ) 45 450 450 450 450 470 495 545 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY S 40 20 2 MINUTES, AT 95% LEVEL OF CONFIDENCE, 45 30 40 450 450 450 450 450 450 465 5, ASSUMES 50% - 50% LANE DISTRIBUTION, > 50 40 35 450 450 450 450 450 450 485 6,6' - 10' WHITE SKIP LINE LENGTH = 2501, NOTE: f 86TH AVENUE, 89TH STREET, & C.R. 510 ARE "COUNTY MAINTAINED" ROADS. NOTES FOR STRIPING, SIGNAGE CONSTRUCTION SPECIFICATIONS FOR COUNTY ROADS SHALL APPLY. 0 (n � 0 M � N J 46 O W o En O J /nMA77N_ JOSEPH W. SCHULKE FL REG. NO. 47048 0IJo B. FL. REG 0. 5 3 ❑H7W P. STOD NO. 57 0 / DkdA 2 5 SHEET 15A P OJECT 0. J ` 5-0 J Z Y n Z Z Qua,- a JU NF- (DwQ- V W W > 0 a IZ 0 (n � 0 M � N J 46 O W o En O J /nMA77N_ JOSEPH W. SCHULKE FL REG. NO. 47048 0IJo B. FL. REG 0. 5 3 ❑H7W P. STOD NO. 57 0 / DkdA 2 5 SHEET 15A P OJECT 0. J ` 5-0 J / 30"x30" 24"x30" 24"00" 30"00" 30"00" #1 24"x48" 24"x48" SPEED SIGN SPECIFICATIONS: LIMIT NO STOP SIGN FACE - ENGINEERING GRADE REFLECTIVE SHEETING _n,,.• �. DEAD SIZE - AS SHOWN COLOR - AS SHOWN X X END OUTLET HEIGHT - 7' MEASURED FROM BOTTOM OF THE SIGN TO HEIGHT OF THE NEAR EDGE W1 -7 W1-6 OF PAVEMENT, OR TO TOP OF BLACK ON YELLOW BLACK ON YELLOW THE TRAFFIC SEPARATOR. R1 -1 R2-1 R4-7 THICKNESS (ALUMINUM) : .080 INCHES WHITE ON RED BLACK ON WHITE BLACK ON WHITE THICKNESS FIBER GLASS OR PLASTIC) : .120 INCHES W1 4-1 W14-2 BOLTS: 3/8 " x 3/4 " W/ HEX NUTS, 2 (MIN.) PER SIGN LOCATION: 100 TO 200' FROM LOCATION: ON THE END OF TRAFFIC SEPARATORS POSTS: SIGNS 9 SQUARE FEET AND LARGER SIGNALIZED INTERSECTION AND AT SIGNALIZED INTERSECTIONS; BLACK ON YELLOW BLACK ON YELLOW SHALL BE DOUBLE POSTED. AT 2640' (1/2 MILE) INCREMENTS. ON THE END OF TRAFFIC SEPARATOR WHEN LOCATION: 50' FROM LAST LOCATION: 50' FROM LAST THE CURVATURE OF THE ROAD WARRANTS. INTERSECTING ROADWAY. INTERSECTING ROADWAY. W1 -7M BLACK ON YELLOW #2 W1-7 SIGN LOCATION AT "T" INTERSECTION 7T4 CASE 2 SIGN LOCATION .. 2' W1-7 AT DEAD END STREET CASE 1 W1-7 RED • CASE 2 (red) YELLOW with two CASE 1 s ® ® 2' 4' CENTER TO CENTER CASE 1 CASE 1 CASE 1 �' CASE 1 • • ••• • (yellow) • • • YELLOW 0 ® YELLOW 0 0 YELLOW 0 © (yellow) •••• 10 ••• :• �• 4' 4' 4' 4' CASE 1: Yellow baked enamel with I I nine 3" yellow reflectors, or 5' yellow high intensity sheeting without reflectors. 5' 5' 7' R1-1 GRADE GRADE IIJI \10 1, "I ` CASE Red baked enamel with I nine 3"" red reflectors, or C L T T red high intensity sheeting without reflectors. I 1i3 HANDICAPSIGN ' I 1 5l 2A' OVERHANG, ERHER SOD NO. FTP -2 1 /J 6" OR PAVEMENT PER PWA- 2.0' OVERHANG o I I '-'--- -'-I 16 6" CONCRETE Ui _� 6" WHITE STRIPE- o WHEEL STOP o ® 4' O.C. 2.0' OVERHANG N EXCEPT WHERE ADJACENT 6" CONCRETE TO TO CURB OR SIDEWALK o WHEEL STOP o rn -I Ui EXCEPT WHERE ADJACENT \�-_ i TO CURB OR SIDEWALK 1 6" CONCRETE 0 6" WHITE STRIPE WHEEL STOP TYPICAL -' EXCEPT WHERE ADJACENT ;TO CURB OR SIDEWALK6" WHITE6" WHTTE-/ N 6" WHITE STRIPE, STRIPE (TYP) STRIPE (TYP) BLUE IF ADJACENT Z [ a cn / TO HANDICAP STALL, TYPICAL 6" BLUE STRIPE STYPICAL WHITE STRIPE TYPICAL 6" WHITE STRIPE TYPICAL Z WHITE STRIPE TYPICAL TYPICAL HANDICAP PARKING TYPICAL COMPACT PARKING TYPICAL STANDARD PARKING STALL STALL STALL N.T.S. N.T.S. N.T.S. NOTE: A). ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE RETRO- REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANbPORTATION (FOOT) STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION, 1996, SECTION 710. B.) ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDOT STANDARD INDEX 17346. C.) ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR TIRE STOP. CHANNEL POST �S fl #5 i T' � \ 12' FROM STOP 31GN I EDGE OF ROAD C', P 2, \ 1 E—� � O 0 z 7' 7' 1.111rp`711 3' Z 0 0 }- i •i T -- 04 z 0 w�Yi/,/�,�.���.� `U�/y/.��1.A�I //� • I I I �1 = ILII W z U_ \l'l///W,,) .� �\;%/�i� l///lw -lir_ _IMI -sir-11�IIK `I r------ ST. -r is 3 3' 3' LANY J W = 1 BRACKETS BLADES O D U O \ ZPN>� IoW POST: Steel flanged channel post w baked green alkyd or galvanized finish per W- 2W 9 P / 9 Y" 9 " P I i GENERAL SPECIFiCATI❑NSI �Wwa�om3�v A.S.T.M.-A-123 ; Min. weight: two lbs. per foot, 7/16 dia. holes, 1 apart top to bottom. ioi i ST❑P I 1 FLAT BLADEI ALC❑A #86054.6063-T6 ALLOY, A concrete footer is not required unless it is shown on the plan.\\ ETCHED, DEGREASED WITH #1200 AL❑DINE FINISH } m 5 Z}U=�O--W TWO F-a'FWQ U ,..F- \ --m--' WITH #2277 GREEN SC❑TCHLITE BACKGROUND OR • �¢ C 111 EQUAL DIMENSI❑NS -- 6' MIN. H, 24' , 30' OR 36' L. =x�wWwZ3�� �__ -r z6 - �>LETTERSI NAME - 4' SERIES 'B' # 2270 5/8' R. I I ---- a/r SC❑TCHLITE ( SILVER) OR EQUAL - SUFFIX - 2' \ `11i — CU 1 1 t I III SERIES AS ABOVE, +/ POST ii Z0 3/32' - -IF-- - '-+" I---ta �J Bi~ Z ii M f 111 P❑STI STEEL FLANGED CHANNEL POST WITH 5/8' R. 11 * AT RADIUS DIMENSI❑N TOL, 2. 00 3.00 BAKED GREEN ALKYD OR GALVANIZED FINISH PER 1 A. S. T. M. -A-123, WITH❑UT ANCHOR PLATES, }, o WHEN POSSIBLE • A't 3/321 ' - 13/32- ' 7/8 i i 1 Lail 0) EXTRUDED TYPICAL STOP a• C;B� M BLADE SECTION SIGN PLACEMENT 'C'± 1/161' - 9d32-' 5/16 STOP SIGNI R1-1 MUTCD - 30' x 30' (ENGINEERING GRADE) Q CU U oCU CUNCURBED SECTION)III L❑(ATI❑NI ONE PER INTERSECTI❑N AS INDICATED 'D'± 1 /32 • 3/16 7/32 ON THE PLANS. J � CHANNEL POST _J z #3 W1-6 #6 STREET NAME SIGN SIGN LOCATION AT CURVE I GENERAL SPECIFICATIONS: (SNS) or (D-3) W1-6 2' FLAT PLATE, Alcoa # 86054.6063-T6 alloy, with two CASE 1s (yellow) 1 etched, degreased with #1200 alodine finish fwith #2277 green Scotchlite background or equal. •♦• • i Dimensions: • • • • • • 2' n u n •� •� 8 H, 24",,30" or 36"L., .08n thick aluminum nONELAN\E ROADCON1500 FT 50' 250-1 ( 500' 500' 500' (E0 CO 1G a a ° ork re b D 500' 500' 0 500' L " 1 Cones Or Tubular Markers At 25' Centers And Type - Or Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter \ ONE LANE � Cones Or Tubular Markers At 50' Centers And > 1000 FT Type - Or Type NN Barricades Or Vertical Panels / Or Drums At 100' Centers. Multi -lane roads Dimensions: W -1-0 „u 12"H, 24",30" or 36"L., .08" thick aluminum „� " " —� W o j U_ 11)Letters: 611/8" •— (V -vs - CV � ---�•"•- M 5' " n n r, 8 1 2 LU - GRAD II name - 6 series B #2270, suffix letters - 3 .ST / Z Q -J j Scotchlite (silver) ore I Q m A\Y �90eo* W NMulti-lane roads Letters: MM / 3'name - 8" series "B" #2270, suffix letters - 4". W UJ> rncoo Scotchlite (silver) or equal. o The street name must be on both sides of the sign plate. L Z \ Y v Q • �•� \ I J O 04~ � Z r_ _ ^ J • ' — j H VJ V I i ® YIELD IONS WAY Ii ll U cn �•f YOZ Z < 15 aa I i LANDSCAPING REQUIRES SEPERATE PERMIT B j M . P . H . STRIPING KEY I— _J V A -A z z Q— / 7 — LL W �o =co Z00 LU TYPICAL APPLICATIONS Q 0 zt CO W Q zt 0 O Z 0 Wto > front view N a M 24", 30" or 36" long = A for speeds 40 mph H ob Q 2. All vehicles, equipment, workers (except flaggers) and their activities are restricted at all times to Cp LL (n Multi -lane roads Dimensions: W -1-0 „u 12"H, 24",30" or 36"L., .08" thick aluminum „� " " —� W o j U_ 11)Letters: 611/8" •— (V -vs - CV � ---�•"•- M 5' " n n r, 8 1 2 LU - GRAD II name - 6 series B #2270, suffix letters - 3 .ST / Z Q -J j Scotchlite (silver) ore I Q m A\Y �90eo* W NMulti-lane roads Letters: MM / 3'name - 8" series "B" #2270, suffix letters - 4". W UJ> rncoo Scotchlite (silver) or equal. o The street name must be on both sides of the sign plate. L Z \ Y v Q • �•� \ I J O 04~ � Z r_ _ ^ J • ' — j H VJ V I i ® YIELD IONS WAY Ii ll U cn �•f YOZ Z < 15 aa I i LANDSCAPING REQUIRES SEPERATE PERMIT B j M . P . H . STRIPING KEY I— _J V A -A z z Q— / 7 — • A - 6" SOLID WHITE V WWc �--- U / I B= 8" SOLID WHITE L W I. I _ _ _ •' C - 12" SOLID WHiTE :.: :.: :. .: '.: :. .: :.:: •::.::'::::::.: •.. I !� - - - - - - - - - - - D - 18* SOLID WHITE LJ..I CLi .. .. i .. .. i .. .. .. .. .. .:i:•::•a::::•.::�:::�.::::.i:►.;:::r•::: ►:: ::i•:.;:::}'•s:r::.;:�.,:►.} E - 24 SOLID WHiTE F - 6" SKIP WHITE TYP 10 -307 > (,%) C I CURB TYP. G - 6' SKIP WHiTE TYP (6'-107 Q � ® H = 6" SKIP WHITE TYP 2'-4') I - 6" SOLID YELLOW J - 18" SOLID YELLOW K - 6* DOUBLE YELLOW J _ L = 8 SKIP YELLOW TYP10'-307 1 M = 6" SKIP YELLOW TYP 6' ') -. .- ..•;y; 7 ;: .- ��-��.��-.-. .---.-.-.-.— N = 6" SKIP YELLOW TYP 2'-41'0) • • • .,. rs� -- -- - - P -RPM MONO-DIRECTIO WHiTE/CLE4R (Ii3-f Q - RPM BI-DIRECTIONAL AMBER/ AMBER Z 02 R - FDP WHITE S - FDP YELLOW Q ®� B C T - RPM BI-DIRECTIONAL WHITE/RED ' V ^a N `` NOTES: . - . - _ :. :. :. :.::. ; :. • :. • :. • :. • :, ALL PAVEMENT MARKINGS AND REFLECTIVE LIJ f `.. -. -.. - . -t . -, -r.\ - -.. f . -:.. :..r I .;� . r:., ..::..}:..t:..}'.,j ..r:..;s,.::..a, ,1..•:..t:..} ..• ,.•:..t:..t:..f PAVEMENT MARKERS SHALL BE IN ACCORDANCE ie 'i. - . 'AWITH INDIAN RIVER COU I=:,NTY TYPICAL DRAWING DAiED SEPTEMBER 5, 2000 m B CHORD OFA 25 RADIUS (TYP.) —, ;;�.86 •�• YIELD BAR (8" SKIP WHITE 118"-18" 1 TYP.) (D N ..; :..• F— LAJ I V) ' O ita! Mari t it it TVR : • ` W z GkASS MIAMI CURB - - H C ' n� I 0 • �' _L_ 6' REINFORCED CON(. SHOULDF/.' � • ' \ I O V/6' X 6' N10 MIRE MESH • • :: . • / r 'E' CURB TYP. (MODIFIED) • ••:'" 8' STABILIZED SUBBASE I. ' !r 1 I/2' TYPE S-1 ASPHALTIC CONCRETE SECTION A - A JOSEPH W. SCHULM 1 I - !•; 6' LIMEROCK BASE DOUBLE COURSE ` I j FL.. REG. N0. 47048 ` - •: SCALE 1'=10' Q JODAH B. BIITLE FL REG. . 396 RK's iWLL FALL []WILLIAM . STOD FLR . NO. 570 �A 2 ROUNDABOUT DATE: SHEET 15B R.P.M. PLACEMENT DETAILS TYPICAL ROUNDABOUT PAVEMENT MARKING DETAIL PI OJECT N . 5-02 J GENERAL NOTES TYPICAL APPLICATIONS Pavement Resurfacing 1. Work operations shall be confined to one traffic 8. L (min) _WS for speed3 45 mph Pavement Repair lane, leaving the opposite lane open to traffic.Utilit = A for speeds 40 mph y Work 2. All vehicles, equipment, workers (except flaggers) and their activities are restricted at all times to Bridge Repair one aide of the pavement. Where: W= Width of lateral transition in feet. Guardrail Work 3. If the work operation does not exceed 60 minutes, S= Posted speed limit (MPH). traffic control will be in conformance with Index No. 607. 9, The ONE -LANE ROAD signs are to be fully covered and the SYMBOLS FLAGGER signs either removed or fully covered when no work CONDITIONS 4. Additional one-way control may be effected by the is being performed and the highway is open to two-way traffic. WHERE ANY VEHICLE, EQUIPMENT, ® Work Area' following means: Flag-carrying vehicle (2) Official vehicle 10. Arrows denote direction of traffic only and do not reflect WORKERS OR THEIR ACTIVITIES �3� Pilot vehicles (4) Traffic signals pavement markings. ENCROACH THE AREA BETWEEN Sign With 18" x 18" (Min.) Orange When flaggers are the sole means of one-way control 11. Longitudinal dimensions are to be adjusted to fit field THE CENTERLINE AND A LINE 2' Flag And Type B Light the fla ers shall be in sight of each other or In gg g conditions.See Index No. 600. OUTSIDE THE EDGE OF PAVEMENT Type N, Type 'v^' Or Type direct communication at all times. NNN Barricade 12. When a side road intersects the highway on which work is being Or Vertical -Panel Or Drum 5. The first two warning signs shall have a 18" x 18" (min.) orange flag and a Type B light attached and performed additional traffic control devices shall be erected in accordance with other applicable TCZ indexes, pp o Type - Or Type -- Barricade Or vertical Rpeeiting at all times. 13 and additional information refer Or Cone Or Tubular Marker Or Drum 6. Mesh signs may be used for (Daylight Only) operations to IFor ndex No. 600requirements } [p Work Zone Sign Type B Lights and Orange Flags are not required. TRAFFIC CONTROL THROUGH WORK ZONES TWO—LANE,TWO—WA`f RURAL Er -O Flagger 7. The FLAGGER legend sign may be substituted for the OPERATIONS ONE DAYLIGHT symbol sign. PERIOD OR LESS MAINTENANCE OF TRAFFIC PLAN 1 of 1 603 • A - 6" SOLID WHITE V WWc �--- U / I B= 8" SOLID WHITE L W I. I _ _ _ •' C - 12" SOLID WHiTE :.: :.: :. .: '.: :. .: :.:: •::.::'::::::.: •.. I !� - - - - - - - - - - - D - 18* SOLID WHITE LJ..I CLi .. .. i .. .. i .. .. .. .. .. .:i:•::•a::::•.::�:::�.::::.i:►.;:::r•::: ►:: ::i•:.;:::}'•s:r::.;:�.,:►.} E - 24 SOLID WHiTE F - 6" SKIP WHITE TYP 10 -307 > (,%) C I CURB TYP. G - 6' SKIP WHiTE TYP (6'-107 Q � ® H = 6" SKIP WHITE TYP 2'-4') I - 6" SOLID YELLOW J - 18" SOLID YELLOW K - 6* DOUBLE YELLOW J _ L = 8 SKIP YELLOW TYP10'-307 1 M = 6" SKIP YELLOW TYP 6' ') -. .- ..•;y; 7 ;: .- ��-��.��-.-. .---.-.-.-.— N = 6" SKIP YELLOW TYP 2'-41'0) • • • .,. rs� -- -- - - P -RPM MONO-DIRECTIO WHiTE/CLE4R (Ii3-f Q - RPM BI-DIRECTIONAL AMBER/ AMBER Z 02 R - FDP WHITE S - FDP YELLOW Q ®� B C T - RPM BI-DIRECTIONAL WHITE/RED ' V ^a N `` NOTES: . - . - _ :. :. :. :.::. ; :. • :. • :. • :. • :, ALL PAVEMENT MARKINGS AND REFLECTIVE LIJ f `.. -. -.. - . -t . -, -r.\ - -.. f . -:.. :..r I .;� . r:., ..::..}:..t:..}'.,j ..r:..;s,.::..a, ,1..•:..t:..} ..• ,.•:..t:..t:..f PAVEMENT MARKERS SHALL BE IN ACCORDANCE ie 'i. - . 'AWITH INDIAN RIVER COU I=:,NTY TYPICAL DRAWING DAiED SEPTEMBER 5, 2000 m B CHORD OFA 25 RADIUS (TYP.) —, ;;�.86 •�• YIELD BAR (8" SKIP WHITE 118"-18" 1 TYP.) (D N ..; :..• F— LAJ I V) ' O ita! Mari t it it TVR : • ` W z GkASS MIAMI CURB - - H C ' n� I 0 • �' _L_ 6' REINFORCED CON(. SHOULDF/.' � • ' \ I O V/6' X 6' N10 MIRE MESH • • :: . • / r 'E' CURB TYP. (MODIFIED) • ••:'" 8' STABILIZED SUBBASE I. ' !r 1 I/2' TYPE S-1 ASPHALTIC CONCRETE SECTION A - A JOSEPH W. SCHULM 1 I - !•; 6' LIMEROCK BASE DOUBLE COURSE ` I j FL.. REG. N0. 47048 ` - •: SCALE 1'=10' Q JODAH B. BIITLE FL REG. . 396 RK's iWLL FALL []WILLIAM . STOD FLR . NO. 570 �A 2 ROUNDABOUT DATE: SHEET 15B R.P.M. PLACEMENT DETAILS TYPICAL ROUNDABOUT PAVEMENT MARKING DETAIL PI OJECT N . 5-02 J a L0 L0 a N 0 0 0 N Lo TV 0 J r Li 0 3 Ld w 0 I CO N O 0 U 2 C) 0 U i U i 3 i 00 N O 1 0 iu a CO i �o 0 0 0 a Q) a `L w 0 ,_ oN 0 0 M-1 - PROVIDE TRENCH SLOPE AS REQ'D. 1 GRADE N 07v4v�' 6" MAX. LAYERS 0 OR OTHER APPROVED MAINTAIN TRENCH METHOD TO ACHIEVE Z WIDTH 2'-0" ABOVE � 95% COMPACTION TOP OF PIPE - SEE NOTE 4 N MAXIMUM WATER LEVEL 4" MAX. ALLOWABLE DURING LAYERS CONSTRUCTION= AT 95%ED w �2" PIPE 12'_, 3/4 DIA. BEDDING ROCK O.D. OR PEA ROCK WHERE UNDISTURBED CONDITIONS REQ'D. TRENCH IDTH _ SOIL W' NOTES I. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 5. TRENCH WIDTH "W" PIPE O.D. PLUS 2'-0". 6. NUMBER 14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL M-16. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. (UNPAVED AREAS) TRENCH DETAIL M-2 BASEEXISTING TRENCH WIDTH 'W + 4' I IN. SURFACE RESTORATION 6" MECHANICALLYMIN. SAW EXISTING PAVEMENT - - T- U REPLACEMENT SEE NOTE 6UMEROCK BASE a -� \ I IN 3 LIFTS AT 6" MAX. LAYERS OR 1 98%UCTION OTHER APPROVED r o METHOD TO ACHIEVE a M 95% COMPACTION MAX. WATER LEVEL 4" MAX. � ALLOWABLE DURING LAYERS : ��CONSTRUCTION AT 95% d BEDDING ROCK 3/4" DIA. BEDDING ROCK OR PEA ROCK WHERE 12" PIPE 12" UNDISTURBED SOIL CONDITIONS REQUIRE O.D. TRENCH WIDTH - NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 7. TRENCH WIDTH 'W" PIPE O.D. PLUS 2'-0". 8. NUMBER 14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL M-16. (PAVED AREAS) TRENCH DETAIL FINISHED GRADE �� CONC. ENCASEMENT 6" MIN. BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) WATER MAIN u` SECTION A -A � UTILITY OTHER T SANSE�� EN�CA'.rEMENT CONCRETE ENCASEMENT 2'-0" MIN. WATER o 0 MAIN N o WA70 MAIN WATER LIE TO (' BE OVER TOP OF SEWER LINE �'- U S ERE PPOSPOSSIBLEB A A A A �It CLASS 1 CLASS 2 ENCASEMENT DETAILS NOTES N.TA 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER UNE (OR FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. UTILITY ENCASEMENT M-3 90° BEND ZIM ' i 1 Z. ' A I / i d D D a• III III CROSS TRENCH WALL //pum ,,K% ,VIII: S.A 0Z 1 UNDISTURBED E " EARTH TYPICAL SECTION A A NOTE LATERAL 1. POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY IRCDUS). THRUST BLOCK DETAILS It GRADE OBSTRUCTION 36" MIN. COVER RESTRAINPRESSURE PRESSURE MAIN 7 JOINTS 45' OR z2 1/2' ENCASE AS REQ'D.--_ BENDS M.J. SPECIAL UTILITY CROSSING - FITTING TYPE # 18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. GRADE SLOPE TO OBSTRUGTION� 36 MIN. COVER SEE NOTE NO. 2 PRESSURE MAIN FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH Q'D. OF PIPE AT THE ENCASE AS RE POINT OF CROSSING STANDARD UTILITY CROSSING - DEFLECTION TYPE NOTES 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED. 2, CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION, 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R,C.D.U,S. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. UTILITY CROSSINGS IDENTIFY UTILITY S . NIPPLE (TYP.) (WATER OR SEWER) - LEVER ACTUATED GRADE VALVE (ROADWAY)/GRADE (SWALE) 2" MIN. (WASTEWATER) N0. 3 CONT. CONCRETE PAD 30` SQ. X 8" THK. W4_ 11 11 11 VALVE BOX N0. 3 CONT. (WATER) "I,< NO STREET 2" BRONZE) ELL WITH LOCK -WING PLUG > CURB -STOP 1 CU. YD. 3/4" oU (WATER) GRAVEL OR CRUSHED ROCK DUAL H -METER BOX Z CDR SYSTEMS 2" BRASS/COPPER CONCRETE/POLYMER BOX (TRAFFICWATER MAIN WASTEWATERNGMAIN 2" BRASS/COPPER DOUBLE STRAP SERVICE SADDLE 2" CORPORATION STOP (WATER) PLUG VALVE (WASTEWATER) MAIN NOTES 1. AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL POSITIONAND PLACED AT SUMMITS IN THE SYSTEM. 2, COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL. 3. VALVE BOXES TO BE TRAFFIC BEARING. ( MANUAL) AIR RELEASE VALVE DETAIL M-9 M-12 M -5A M-7 M-10 OPENING DIAMETER OPENING DIA. PLUS 2' LONG / PARTIAL PLAN AS WXM CF m r� AM OF 8• MIN. (EYP.) REINFORCED •' !Y.!d.+ .... ....,. •-..-. ...., �- 8- MIN. CONCRETE wAu. wcAA.9B/e (QwAD£ 4 OR EEQQ1MANUFACTUIONQLOY CO INT OF PERMIT MA tov.IST POINT t>F ca+rvcT MAN TY HN CAM40 PIPEr- • AT Gt ABOVE I CF GRAVITY MAN NEW UTILITYMAN / 0+O .bNMTs nsDE uAKIaIE) i 'SEALYD AOR MAWNRY MFUDED AREA EQUAL GWIT SLOPE TO AVOID To TIMM THE AREASTANOMq WATER OF THE 911" SM 8' IN. OR OTHER TYPE - WAIMY MAN As REQUIRED ` .. It• /�' Y"- B• MIN. BASE 9AB MN.MI .TDOSM STORM 1111" OF s0 sa j9.ED OR0THM TMGRAVITY NOTES SECTION 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED BY IRCDUS. 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY WASTEWATER SYSTEMS. 3. CASING PIPE TO BE D.I.P. OR STEEL. MINIMUM STEEL CASINGS: CARRIER PIPE PIPE DIAMETER CASING THICKNESS 4" 12" 0.18" 6" 14" 0.25" 8" 16" 0.25" 10" 18" 0.25" CONFLICT MANHOLE THRUST BLOCK SCHEDULE TRAFFIC BEARING UTILITY BOX AND TOP WITH UF11NG ASPHALT SURFACE - - FINISHED GRADE DEVICE IN TOP. IDENTIFY PIPEHOLD 150 P.S.I. TEST PRESSURE 36" SQUARE UTILITY 2' MIN. GRADE SIZE DIMENSIONS 24" SQUARE GRADE (ROADWAY) (SWALE) PIPERIER 90' 45' 221!' 11 1,C LAT. TEE PLUG �:. (ALL 20'-0" ... V % RESTRAIN )- Y INCHES EMIN. B A A A A A A C D E 2' 6"I 5'-0" 5'-0 5'-0" 2'-6" NO. 30 4 • w w w " w w r w w woo ' e �> • NNEIN, 10 7 10 6 3 3 7 7 10 7 8 ° •`� .� • . ONE (1) GUNGKt I t � N0. 30 6 16" 10" 15" 8" 4" 4" 10" 10" 12" 10" 8"• PAD % CONTIN. AIR RELEASE TYPE �c VALVE �Ay:�= 1/2" P.V.C. UNFROCK AND FITTINGS v BASE VALVE BOX CASING INSULATOR WITH RUNNER 8 20" 14" 18" 10" 5" 5" 14" 14" 14" 14" 12"w 4' -0' MIN. HEIGHT TO BE LARGE ENOUGH, SO THAT SLIDE TYPE 2 DIAMETER IT DOES NOT INTERFERE WITH THE 10 28" 16" 24" 14" 7" 7" 16" 16" 16" 16" 14" TYPE I VALVE Box TYPE I I ORABRASS STEEL �'<r PIPE RESTRAINED JOINTS. CASING �=: NIPPLE 2" DIAMETER INSULATOR BY CASCADE r; : STAINLESS STEEL WATERWORKS MFG. OR 12 30" 20" 26" 16" 8" 8" 20" 20" 18" 20" 20" POLYETHYLENE CAST IRON STAY -PUT COVER OR BRASS EQUAL (VISQUEEN NIPPLE OR E DIVALENT RAISED LETTERS MARKED: 2" STAINLESS STEEL M-13 Q )STAINLESS STEEL "WATER" AS APPLICABLE DOUBLE STRAP '.:;;, 2" BRASS CURB NUTS & BOLTS NOTES OR SERVICE SADDLE 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, 24" MAX. "SAN. SEWER" AS APPLICABLE . STOP WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL PROVIDE OFFSET i z STEEL CASING PIPE CUTOUT FOR OD 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND - •" '� ' ' I • OF MAIN CARRI PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING `•'' = • �. CONCRETE. •" > •'' i 3. ALL WOOD UTIUZED FOR FORMS SHALL BE CREOSOTED 12 LB.> 1/2 CUBIC YARD EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC. I TYP E I - I 3/4" GRAVEL OR T T W 556, OR PRESSURE TREATED LTYUMBER. PE I DRAIN ROCK WATER MAIN 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK PROVIDE EXTENSION 2 FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE AS SHOWN NOTES REPLACED WITH COMPACTED ACCEPTABLE MATERIAL �� 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 NOTES 1. NUMBER OF INSULATORS AS PER MANUFACTURER'S SPECIFICATIONS. P.S.I. CONCRETE. 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE 6. ALL PIPES GREATER THAN 12"IN DIAMETER SHALL HAVE RESTRAINED CONDITIONS MAKE IT INACCESSIBLE OR AS REQUIRED BY THE JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATION I. R. C. D. U. S. DETAILED IN SECTION 13. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND 7. PIPES FOR PIPES. SMAPLLER THAN 4" SHALL USE THRUST BLOCKS SiZED PLACED AT SUMMITS IN THE SYSTEM. (BLOCKING DETAIL) (THRUST BLOCKS) (AUTOMATIC - WATER / SEWER) JACK AND BORE SCHEDULE AND NOTES VALVE AND BOX AIR RELEASE VALVE DETAIL M -5B M-8 M-11 Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer MINIMUM PIPE SIZE I 4" D. 1. P. 6" P. V. C. .250 8" 16" .250 10" 18" .250 12" 20" .250 16" D1 90' 45' 22t 11 R,(' 90' 45' 22'A 11 �,(' aiPIPE =1 ) 8" 4" 8" 8" 10' is, is, so* E4" So' s' 30' 15' 10' W 40' 20' 1( 5' B" 0 0 0 0 0 0 0 0 0 0 4' 35' 15' 10 5' S5' 25' IV 10 4" 40' 0 0 0 0 0 0 0 0 0 8" 55' 25' 10' W BO' 35' 20' 10` 8" 50' 45' 0 0 0 0 0 0 0 0 8" e5' 30 15' 10' 90' 40' 20' 10' B" 7W 70' 40• 0 0 0 0 0 0 0 10" BO' 35' 20 1G 110' S0' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 is" 95' 40' 20 1W 130' 55' 30' 15' is" 12W 115' 100' 75' 40' 0 0 0 0 0 18" 120' 50' 25' 15' 185' 70 35' 20' 18" t80' 15V 140' 12W 100' 70' 0 0 0 0 go* 15W 85' 30' 15' 200' SW 40' 20' 80" 200' 195' 1BW 17W 15W 130' 75' 0 0 0 24" 180' 70 35' 20 210 9G 45' 25` s4` 180' 15V 150' 14W 13W 12W 90' S0' 0 0 80" 19W BY 40 20' 250' 1DW S0' 25' W. 19W 190' 185' 180` 170' 160' 120' 105' 70' 0 98" ,. 22V 95' 45' 25' 0 0 0 0 W. 22W 220' 21V 210' 205' 195' 180' 150' 12V 70' 48" 24W 105' 50' 25' 0 0 0 0 48" 24W 24V 235' 23V 22V 22W 205' 180' 155' 105' 48" 2e0' 12W e0' 30' 0 0 0 0 48" 2W 250' 245' 24W 23W 230' 215' 195' 17V 12V Restrained lengths for vo ves, dead ends and Length of restrained Joint for larger diameter pipe branches from tees shall be the some as for 90' (degree) bends MECHANICAL RESTRAINING JOINT SCHEDULE AND NOTES 24" X 24" X 6" THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) - NO. 3 0 CONTINUOUS. (SHALL BE 36' X 36" IF LOCATED IN TRAFFIC WAY.) MARKED "WATER" OR "SEWER" AS APPLICABLE NOTES 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. A0 V MAI 16" GiZE OF MAIN N CONC3* BRONZE. POSTC ANCHORED - WATER 6" X 6" CONC. POST MAIN -SERVICE 36"COVER DEPTH OF COVER 1/8" DEEP LETTERS M BE CAST WITH 3" DIA. BRONZE DISC AS MFG. M BY SHEIDOW BRONZE CO. r FINISHED GRADE GO I SET POST IN CONCRETE NOTES 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 10' z M DUCTILE IRON TO EXTEND ONE LENGTH MINIMUM ROADWAY 10' � PAVING ROCK BASE DUCTILE IRON M.J. CLASS 52 PIPE CARRIER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" .250 10" 18" .250 12" 20" .250 16" 24" .250 20" 30" .312 24" 36" .375 30" 42" .500 36" 48" .562 42" 60" .625 48" 72" .625 NOTE: IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. CASING PERMANENT INSTALLATION LAND MARKER DETAILS M-14 180' RETURN BEND 3" DIP o i STAINLESS STEEL INSECT SCREEN DRiLL OR THREAD OPEN! OFFSET WITH BENDS AND WELD CONNECTION AS REQUIRED WOOD BACKSTOP REQ'D. MASONRY SEAL IS USED i MECHANICAL OR MASONRY SEAL REVD. AROUND PIPE �I 1 MAiN NEW STEEL CASING NOTES 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 2. SEE BLOCKING DETAIL ON DRAWING NO. M-13. (CASING VENT) JACK AND BORE NOTE: 1. TRACE WiRE IS REQUIRED ON ALL PIPE. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRiCE OF PIPE 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESiN CORE). WRAP W/3 ALTERNATING LAYERS OF SCOTCH '3r TAPE & COVER WiTH SCOTCH WATERPROOFING COMPOUND. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP 8. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. TO PUT CONTINUOUS TRACE WiRE UNDER BOLT, FIRST LOOSEN NUT, STRIP 3/4' OF MAIN THEN STRIP 3' MIN., WRAP ONCE WIRE & 4' OF BRANCH AROUND BOLT, i TWIST, 2 WRAPS 3 4' WIRE. 'DO NOT CUT WIRE' TIGHTEN NUT AFTER WRAPPING TRACE WIRE AROUND THE BOLT. MIN. 5 WRAPS SOLDER MAX. 10 WRAPS - BRANCH SPLICE DETAIL L� FINISH GRADE S` PUT WIRE UNDER BOLT SEE DETAIL ABOVE CONTINUOUS I*OTHHN SINGLE CONDUCTOR STRIP 4" MIN. COPPER TRACE WIRE � HALF HiTCH HALF HITCH ON STEP 1 BEHIND EACH EACH SIDE OF BELL ALL VALVES E�Fi-NIOSH GRADE MIN. 3 TWISTS \ %METER BOX i A BRANCH SPLICE f ALL TEES• FIRE }�gRA M SERVICE TAPS SSP 2 THHN SINGLE CONDUCTO OPPER TRACE WIRE MIN. 5 WRAPS ` A EN � W6 w"Drir.r� SOLDER�STEP 3 STEP 4 MAIN LINE SPLICE DETAIL TRACE WIRE DETAILS N.T.S. TRACE WIRE DETAIL '\ /I \ M-15 P, o 0) r) Z w NG o O S V) IF w w w TTI 5 w 0 0 O C o O Q N Z tD 0 0 Q N C7 3 U LU o CNI o �i veVi o � K W W p x WON}~ rWF-- Z U w��WaW x rWwa8W o (YW���aJV��w a�a�zwoa4Qa�z (NjLL WaKipZZWp Zpx�pF-Wp�m�g � o owwx'xj��wW3�� aIop EL cnr \i=-a�.33w�N3wWa�j U� CU J M-16 Q N � M z� QC Zo �J a WQ:E O z�C)W �-- Z Z W (0 0 tJ J N pyo 01/ � O > I` WQ LL N J zo�� 14 o w " CO � U ~ r.r+ Z N v w 0"o W O O rC\I � J _ F_ rUn v 1 8" PLUG M-17 STA. 0+00 + T.O.P. EL. 4.63 8'8" P.V.,R-83 �- 10� STA. 0;37' NOTE: A MiNIMUM TEXT SIZE OF 1/8" T.O.P. EL. 4.40 SHALL BE REQUIRED ON ALL ,-R/W AS BUILT SURVEYS. 8" 1/4" BEND PSTA. 0+62 PAVEMENT . �. T.O.P. EL. 4.42 1 8" MAIN 8" 1/8 BEND F.M. UNDER W.M.- 3 STA. f+15 i//ENCASEMENT 3 ' T.O.P. EL. 4,89 STA. 123+18 i/Jf• T.O.P. BL. 6.44 . " h 8 1/8 BEND P.M. UNDER SAN. S. AIR RELEASESTA. f+22 F.M. T.O.P. EL. 6.60 VALVE OVER iP M. bq�,T.O.P. EL. 6.62 SAN. S.T.O.P. EL. 6.40 -- STA. 1+38 �A.R.V TAP i m. T.O.P. 1L."643 I STA. 1+28 - 8" SLEEVE STA. 122.26 3" P.V. T.O.P. EL. 5.32 11' R-1/4 CORNER OF BLDG. STA. 2;76 R/W V F.M. UNDER TEL. F.Y. T.O.P. 8L. 5.36 '�•• b TO TEL. EL. 6. 25 c + w R/W -� q r 8' T �� T' - T II _ 8P.V.,R-33 121+00 122+00 T.O.P. EL.6.63� 1123+00 I NOTE S C' 3" SAN. S. I. ITALICIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE CONTRACTOR'S SURVEYOR TO IRCDUS ON REPRODUCIBLE AS BUILT SURVEY DRAWINGSI ALL AS BUILT SURVEYS TO BE SIGNED, SEALED AND DATED, SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3 1/2' COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST, 2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS M BE ON THE CENTERLINEOF THE PIPE, FL REG. NO. 47048 3. TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED LISTED SEALED 0JWAH B. BITiLE & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR kELEASE VALVES AS CONSTRUCTION PROCEEDS. FL REG. NO. 5739 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER ❑WILUAM P. STOOD D OF TURNS TO CLOSE EACH VALVE. FL REG, 5. CONTRACTOR TD PROVIDE NAME DF BUSINESS OR RESIDENCE, STREET ADDRESS, AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. AT 2 OQ� 6. AS -BUILT SURVEYS SHALL BE TIED TO ONE P, R, M. PER EACH 1400 L. F. OF CONSTRUCTION, SHALL BE TIED TO TWO SECTION CORNERS, AND SHALL ' SHEET BE TIED TO THE L R•C• GLOBAL POSITIONING SYSTEM CONTROL ` (EXAMPLE) /16 AS BUILT DRAWING P OJECT PD. ,/ \.._j5 -02k.___/ a ry LTJ I >I7_cn r J Q ZF- Q I- LTJ 0 Z � ZZD - O U Z � O W M J I O w C:) M O JOSEPH W. SCHULKE CL In Ln 0 M CD N M rNn 1-4 L] 0 LU H 3 .q 0 V m I a'7 rn L9 Inc 0 ^� ao o'� Ln .8 oa 3 / REFLECTIVE W-1 HARKER . / R/W (TYP) / QO \<1"' M -REFLEI C''i 1. �� VALVES TO BE LOCATED REFLECTIVE MARKER OUTSIDE EDGE OF UNPAVED ROADS � ROAD - MAXIMUM x MAIN UNDER DISTANCE CONSTRUCTION� . 12 I I II I III II: ' 4� I - F.H. X VALVES SHALL TYPICAL VALVE LOCATION- I BE LOCATED FOR UNPAVED ROADS I ADJACENT TO f TEE OR CROSS INDICATE DISTANCE FROM RIGHT OF WAY (TVP) -REFLECTIVE MARKER NOTES 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. 2. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE CLOSEST TO THE HYDRANT. 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 5. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 6. ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS SHALL BE D.I.P. 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT -BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE LOCATION DETAIL (VALVE AND FIRE HYDRANT) FOUR HYDRANT GUARDS W-2 AS REQ'D BY IRCDUS 6" ANCHOR COUPLING SEE NOTE 1(BELOW) MEGA -LUG RESTRAINT \ // 90•\\ / M.J. ��,� OR EQUAL � �� 6" (MIN) WATER MAIN ``GATE VALVE \J`' ANCHOR TEE OR 6" \/ �Po MECHANICAL JOINT 6" /® "S VARIES "- PLAN VIEW PUMPER NOZZLE ----- FACING ROADWAY ACCESS METERS SHALL BE LOCATED IMMEDIATELY W-4 W-7 W-10 W -12A \ / \ INSIDE THE RIGHT-OF-WAY UNLESS I -LOW FLOW METER NOTES W -12B � r E DIRECTED BY IRCDUS "`"`°°'R`°' TEMPORARY JUMPER SCHEDULE Z "' BACKFLOW PREVENTER MASTER METER >/ �'r O" u�taB 1. A temporary jumper connection is required at all connections between existing active water mains and proposed new water N APPROVED METER BOXES 1 90' ANGLE LOCKING CURB STOP SHALL BE POLYMER / main improvements. � CONCRETE & FIBERGLASS z f (2) CORP STOP N (TO ACCOMMODATE 5/8"0x3/4"0 METER) � FOR DETAILS OF LINE J 2"0 PREPUNCHED } FILLING SEE W -12(A> BEND & PIPE MAY ---rT_ -AM- 2. The Temporary Jumper Detail (W--12) is to be used for filling any new water main of any size from the exis Eng active HOLE FOR TOUCHTONE I BE USED FDR FULL + ® + _-- 1", 1+{� OR 2" METER UD w FLOW FLUSHING ' g water mains and for the flushing of new mains up to 6" diameter (2.5 FPS minimum velocity) and for pulling H _ _ bacteriological samples from any new water main of any size. MAIN SIZE JUMPER SIZE w CORP STOP 0 ROADWAY FINISH GRADE/ wo EXISTING MAk,) F- 2'-0" I 1 1 2'-0' d \ to LL (a)KEr(�vALVFa `-PASS X00' P"D 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new main has * 2 / r/\\/\\\/\\/// - II} �iv- been Pe pertinent Ilagenc agencieshasbeen ted and clearance receved.f oAdequ to thrust br use from the locking Department d ore tra restraints be PovtdedotemoEa)il and 4 2 O /\/\ . /� -,.: � / \r\\ � u t� PREV N�ER L other 9 / P P Y, >> �� tr> w / // �� j/ , ) CSu \\r��\'\: o t2" (( PLAN VIEW required. 6 4 \MyJ3 -.-CUSTOMER RESPONSIBILITY - - IRCDUS RESPONSIBILITY -► 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation in 8„ 61� vIN LINE DUAL , accordance with AWWA C651, LATEST EDITION. The topping sleeve and exterior of the main to be tapped shall be 0 _ T_,., CHECK BY IRCDUS NEW WATER MAIN disinfected by spraying or swabbing per section Two of AWWA C651. The use of tcblets is strictly prohibited. Q JLONG SAERVICE CL METER 8" Or LARGER 6" wV I(SEE NOTE 5) EXISTING LIMITS OF FLUSHING ov FFa►um eoo r� x PF: 5. The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains continuously PVC CASING SLEEVE SHORT TRACE WRE GATE VALVE � Om""°ro" ; after disinfection and until FDEP clearance letter is obtained. WATER MAIN SERVICE IC IC -STAINLESS STEEL �� + _ + + 6. The Contractor shall provide documentation demonstrating that the double check backflow prevention device is in good DOUBLE STRAP ELEVATION L.80INASWQD �rT working order at the time of installation, and provide documentation that the double check backflow prevention device has NOTES SERVICE SADDLE , arm. t+w1 I W ,r ,Y. been tested in the last 12 months, and is in good working order one year from installation by a qualified backflow NOTES ELEVATION 1 ' _,.. _- ... . : . technician as approved by IRCDUS. I * w 0 o I �'' / r / / / /\ - 1. WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE 0 \ �� I T\ 7. Except as required to flush lines greater than 6 diameter, the tie-in valve shall remain closed and shall be locked in MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN 00 Z a 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18 ON I �DP N 0 \ CENTER. I 1114M LM I the closed position by the utility company. The tie-in valve shall remain locked closed until the new system has been CONNECTION. 0 3 a � N o 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. - cleared for use by the FDEP and all other pertinent agencies. � a " W W ap p D" RESTRAINED JOIM Q 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1-0, DUAL SERVICES FMD (2 RDD) Q SHALL BE A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2.0 NOTES MM u„ /� ,m 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the temporary TEMPORARY > k W AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. Rf-*ASS NW SWM FOR aum YAft�vAL 10 BE wkEo jumper connection. The corporation stops are to be closed and plugged with 2" brass or PVC stops. W Z v Q 4. 1.0 do 1-1/2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 1. A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. ELEVATION Oft PIPS SLIME � �' 'E JUMPER SCHEDULE p p O U (� O 2"0 LONG SERVICES REQUIRE A 3" MINIMUM I.D. CASING PIPE. CASING ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED 9. All installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, W PIPE SHALL BE SCHEDULE 40 P.V.C. AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF valves, etc., shall be the responsibility of the Contractor. wo °� Z > V O W 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO WATER. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE W�� FLUSHING POINT. NOTES zoo°�mN� 10. If the water main to be flushed is greater than 6" diameter or such length that a full e flush at the 2.5 FPS w1` ao w APPROVED MANUFACTURERS PRODUCT LIST FOR METERS GREATER THAN 2. THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 9 9 pipe 2"0. 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. velocitycannot be accomplished, the following procedure shall be utilized. �,a,WZwa� of~V 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 2• FIELD FABRICATED FLANGES ARE UNACCEPTABLE. P g P AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING 4. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OFA 48 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS o) Install pressure gauges as indicated on Temporary Jumper Detail (W-11). Zo��oowo�m� HOUR NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING INSTRUCTIONS. b Open all downstream valves in the new system prior to flush. 3I =o t7°o:M~= POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ) P Y P F o Z W ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED c Flush new water main thru tie-in valve maintaining a 10+ PSI pressure differential between �Ww3'� ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. ) g /- p gauges during flush. Wa��WWaK�W�d ( d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie-in valve to insure that the required `i=a33W,N3Wna�� 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE PAINTED AFTER INSTALLATION. SEE APPROVED MANUFACTURERS' INSTALLED. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. PRODUCT LIST) pressure differential is maintained. B. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 5. BY-PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. 24"RSOM SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2"0 MASTER METER / � MET. FLUSHING WATER SERVICE CONNECTION COMBINATION ASSEMBLY z - . � 1-1/2'0 P.E LOCKING .�-5 W-8 W-11 GENERAL UTILITY NOTES SERVICE LATERAL CURB STOPS -FLOAT SWITCH CABLE TO CONTROL PANEL) N L\ 2' -0" VARIES 2' -o' _ ( ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." C -WIRE (TO PLUG VALVE WI1H ELECTRIC ACTUATOR) METER 80X " I I I --GRATING ` UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. a) kc w (METER NOT SHOWN) 1 0 P.E. �� I FLOAT SWITCH (EMERGENCY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. Q 0 i� rSERVICE + "(I� = EMS71NG GRAD OVERFLOW CUTOFF) THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." HERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT N a LATERA �I .� DOUBLE DETECTOR _Em LEVEL SENSOR-METRITAPE INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. d W M j VICTAULIC CHECK VALVE HIGH WATER LEVEL • THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO W " - COUPLING v\ I, / CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. � Q Co 10 a) W� 2 ZI cv\\�^' / / . ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION. LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL a IL JI . ---A- / ,� -A-----_ �/�/ � /< W BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION � o O N 2" + � --- H � a i LM - _ y 12 � / �/ LAKE OR POND INFLOW PIPE RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. W Q BRASS COMPRESSION w o. 5 \ r TA PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR W 00 J J WYE BRANCH 2. f ao � �! ONE (1) YEAR. Q o IN LINE DUAL J� U: LOCKING CURB �/ ; F,- - --�- - - - __+_ c� BRASS LOCKING CARE PLAN VIEW CHECK BY IRCDUS W a- 'I STOP VALVE 1" CHECK VALVE v i • /` ` 11 "��j/y��, ,Y//i � ��� • EALED THE TR THE ENGINEER ACTOR WILL VIDE SIX (60RETS OFE ECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/BLACK LINE PRINTS SIGNED AND (D = W STOP WITH INTEGRAL ,, /,Q / // / D SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. O Z O () METER COUPLING 2"0 PREPUNCHED I BY-PASS METER DETECTOR BYPASS \��� v \ CORRUGATED ALUMINUM q1L\�'\\/l � Z a CENTER HINGED OPENING HOLE FOR TOUCHTONE w I 2'x2' PREFAB CON CRUSHED STONE (LENGTH VARIES) VALVE Box I (4j¢"x7"MIN) W/STAINLESS STEEL PIN-� METER LID 0- t3 -I I CUSTOMER PLAN VIEW BOX CULVERT Z Z W rn GRADE N t �� I W PIPING K FI XP% 10N - ST1LWLJS2 WELL O m d' 1 N 00, ", �- UTILITY PIPING TO DETECTDR CHECK VALVE WATER MAINS � o METER REINFORCED CONCRETE _ J • PROPERTY UNE 1 BOX Z .. PROPERTY LINE 45' BEND (TYP PIER PIPE MATERIALS O6 Z o > . 2 o i I -� 9 ANO 3)� N .� Mfr • DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.51-91, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A S I-_ LL o _ - - N -- - 00 GATE VALVE MINIMUM WORKING PRESSURE OF 200 PSI, AND A LAYING CONDITION TYPE 2. ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. • Q N ° 6"GATE VALVE 2" N y _ _- � V VALVEINLET GATE W/ INDICATOR 45' BEND (RJ) LL LINING AND COATING (DUCTILE IRON PIPE), W ~ \C/� 6" DIP PIPE - + � • 90' BEND DIP trn') ."I 1. LINING: CEMENT MORTAR LINED AND SEAL COATED PER A.W.W.A. C104 (ANSI A21.4-85). J Z o r- ~ ` \ TIE RODS TYP VARIES `'W L �( ) s� 2. COATING: BITUMINOUS COATING ON OUTSIDE DRY FILM THICKNESS OF MINIMUM OF (1) MIL. 1 PC o \ \�\ \ } (TYP _ _ EXISTING GRADE : . +-I-- - 1 + 1.5 CU. FT. 1"0(MIN) CUSTOMERR ) ' - -- w ; VAPoES��' 3. REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 1 MIL. DRY THICKNESS. I. F_ W - CONCRETE it , HIG{ WATER LEVEL • POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A ` PIPING (BY OTHERS) / \ DIRECT CONNECTION ' LOCATE MARKER BALL (WATER) `' 18" MINIMUM ! DISTANCE r, i �//v�_// / y/�y/vj / ` , `v • W OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. Z U ~ (ANC R TYP _ 1. �. b/�/� ��//�y�� / ���w ? PVC PIPE SHALL BE BLUE i (3 - � N 0 E I j:-' '• is _ I § !\/\ /i r�/ , // N COLOR. M LL �\ ( ) ELEVATION ��-`��'<:= "--- :' .� I /�\ / �`� � ,� W ? � N UNDISTURBED - 17 . / 6" MIN `t r�i /i /i i/�j�i/iii W ALL PVC LESS THAN 4" DIAMETER SHALL COMPLY WITH ASTM D2241, D1784, D1869, AND F477. PIPE SHALL HAVE A WORKING PRESSURE OF 200 PS AN LU I D SHALL BE DESIGNED WITH A 2:1 SAFETY FACTOR OVER RATED n w O � (MIN) ELEVATION solL " c 1 /� ��� /�/ / \\\C�j\� P PRESSURE. PIPE SHALL BE DR21 AND SHALL HAVE STEEL PIPE OUTSIDE DIMENSIONS. PIPE SHALL BEAR THE NSF LABEL FOR WATER POTABLE PIPE. ACCEPTABLE MANUFACTURERS: J -M RING-TITE OR APPROVED EQUAL. 1'' v (� F WATER MAIN �'` \ \ ONCRETE SUPPORTS _� \�/ii��!c /�✓/\/<�\ /\ LAKE OR POND . POLYETHYLENE TUBING SHALL BE COPPER TUBE SIZE FOR USE WITH STAINLESS STEEL LINERS (INSERTS) AND COMPRESSION FITTINGS. THE TUBING SHALL BE RATED FOR 200 PSI AND SHALL MEET REQUIREMENTS OF ASTM W V O i (OR APPROVED BY IRCDUS) r, / / - - NOTES �•"-'_ -�- E •S,t'\\y/ D-2239, AWWA C-901-88 SDR 9. THE TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME OR SYMBOL, WORKING PRESSURE NSF APPROVAL, ASTM SPECIFICATION AND PRODUCTION CODE. ��13 NOTES '�'�.� HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON 1. METERS OVER 2"0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY ELEVATION WATER MAIN �//�/�I -1 No, 4 S1RAP AROUND BEND \� �/� /1 \//�///\/\ \ •00 NTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. C-111. ANSI 21.11-85 . NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. V O PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. CONTRACTOR. // �y//��//��/% ��\�� '�\//i��//ice/i//i /i /� FITTINGS ( ) 't 04 1 OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE OF 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. ✓>a\i�\���'�\\ CONCRETE THRUST BLOCK �\�\\',%\%ice\ • ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANSI21.10-87), OR LATEST REVISION. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL -COATED IN r" THE NEAREST ROADWAY OR FINISH GRADE. - 3. MINIMUM SIZE OF METER BOXES: 1-0 SERVICE (12 X 18"); 1-1/2*0 AND 2"O E PIPE ACCORDANCE WITH AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION. ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSI SPECIFICATION 816.1 FOR CLASS 125 FLANGES. BOLTS � J 2• ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. SERVICE (17" X 28"). SHALL COMPLY WITH ANSI SPECIFICATION B18.2. LU " • JOINT RESTRAINT SHALL BE BY NAPPCO C-t30Q, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACORDANCE WITH RESTRAINING SCHEDULE ON THIS SHEET, OR A MINIMUM OF 60 LF OF RESTRAINED PIPE COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU 4. METERS GREATER THAN 2 0 SHALL BE COMPOUND METERS. REFER TO IRCDUS N O ON EACH SIDE OF A VALVE OR JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID U v 3. OF ABOVE. APPROVED MANUFACTURERS PRODUCT LIST. 1, ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS ITEM FOR INSTALLATION OF THE WATER MAIN. 4. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. NOTES MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO S WHERE POSSIBLE. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE �- � C� 5• ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE 1 ALL ABOVE GROUND PIPING SHALL BE PAINTED • ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH CAST IRON BODY BRONZE -MOUNTED RESILIENT SEATED N " TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 6. ALL BOLTS FOR FIRE HYDRANT FITTING VALVES SHALL BE STAINLESS STEEL. S AND E METER BOX 7• ALL NUTS SHALL BE STAINLESS STEEL. 8• MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY 9• POLES, ETC.) HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF 10. THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. FIRE HYDRANT DETAILS W-3 + 4a---* GATE VALVE NOTES 1. BLOW -OFF TO BE LOCATED AT ALL DEAD ND LINES AS REQUIRED E Q BY IRCDUS. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 2" BLOW -OFF W-6 A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE THE TUBING SHALL BE INSTALLED WITH A 180• DOWNTURNED BEND. 1" GATE VALVE 1"0 COPPER TUBING v 1 iv z FINISHED N GRADET ��\����\/ \ \y \ v� , 1� yv \v -s, \v\� y�1\ ,, V� -- - \">"/­­\ 0 ( CORPORATION STOP WITH z PLUG HEN ABANDONED SERVICE 0 M, WATER MAIN ELEVATION NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. TEMPORARY SAMPLING POINT (BACTERIOLOGICAL) INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DOUBLE -DETECTOR CHECK VALVE ASSEMBLY ° o 0 0 0 W.M. FLOW � REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES I \ o W.M. UNION W-9 PANTONE PURPLE (522C). 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. REUSE PIPE DISCHARGE DETAIL W-12 -PRESSURE GAUGE (SEE W -12A 10) DDUHLE ...... HECK VALVE VALVE TYP 2' SCH 4D 'Tee' OR "Wye" (TYP.) 2" METER , _ _ .- - 1 z - " V V Q V V SADDLE SER CE 00 iv EXISTING GRADE I/ Ii r r moi' r i r i, 11 ./ / \/ /\\/��1 / / W.M. a /r /\\\/ %-/�/%,�/ /\/r.1i��//�//�� l/?\1/ z^ `' U > ,� � :00 GRADED CORP STOP � /�Y\�l"; 0\i\\. / �� / �i� , \iia\ , \ ,\. -�- - - ELEVATION NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY, 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-O" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. BACKFLOW PREVENTER DIRECTION OF FLOW TIE-IN VALVE TO BE . CLOSED AND LOCKED 2" SERVICE DOUBLE SADDLE SS (TYP) NEW WATER MAIN EXISTING WATER MAIN ELEVATION NOTES 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. ALL LINES TO BE FULL PIPE FLUSHED. 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. TEMPORARY JUMPER DETAIL , ON- RISING STEM TYPE FITTED WITH 0 -RING SEALS. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. PLAN VIEW GRADE ROADWAY • SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION, OR AMERICAN DARLING B -84-B, COMPLYING WITH AWWA STANDARD C502. GRADE (SWALE) • SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 1/2" HOSE NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE (NATIONAL STANDARD HOSE THREADS), WITH CAPS ATTACHED WITH CHAINS. 0 il MARKING I • CONTINUOUS TRACE WIRE IS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. - \ r \ 2 - VALVE 2" LOCKING--. • WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. r, (MIN) CURB STOP � m TARY OR PROPOSED GRAVITY- OR PRESSMINIMUM HORIZONTAL SEPARATION DISTANCE SEWER,TYPE IBELINE IIIOIS W/PVC PLUG APPROVED (--I Ll_I THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THAT THE OUTSIDE OF THE WATER MAIN �- METER BOX IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. • AT THE UTILITY CROSSINGS DESCRIBED . 24"x18" (MIN) COMPRESSION • . I . . •• .• 1 CUBIC FOOT 3/4" GRAVEL OR FITTINGS . .• CRUSHED ROCK �R.S.G.V. - • • .. '-2" POLYETHYLENE / . SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. z + - O 0 . �_. • METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING BOXES. RESTRAINED PLUG (M.J.) I D. • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND _ OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. -HORIZONTAL DISTANCE EQUAL 2" CORPORATION TO DEPTH OF COVER STOP RULE 62-555.345. . CO Z B. ELEVATION NOTES 1. BLOW -OFF TO BE LOCATED AT ALL DEAD ND LINES AS REQUIRED E Q BY IRCDUS. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 2" BLOW -OFF W-6 A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE THE TUBING SHALL BE INSTALLED WITH A 180• DOWNTURNED BEND. 1" GATE VALVE 1"0 COPPER TUBING v 1 iv z FINISHED N GRADET ��\����\/ \ \y \ v� , 1� yv \v -s, \v\� y�1\ ,, V� -- - \">"/­­\ 0 ( CORPORATION STOP WITH z PLUG HEN ABANDONED SERVICE 0 M, WATER MAIN ELEVATION NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. TEMPORARY SAMPLING POINT (BACTERIOLOGICAL) INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DOUBLE -DETECTOR CHECK VALVE ASSEMBLY ° o 0 0 0 W.M. FLOW � REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES I \ o W.M. UNION W-9 PANTONE PURPLE (522C). 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. REUSE PIPE DISCHARGE DETAIL W-12 -PRESSURE GAUGE (SEE W -12A 10) DDUHLE ...... HECK VALVE VALVE TYP 2' SCH 4D 'Tee' OR "Wye" (TYP.) 2" METER , _ _ .- - 1 z - " V V Q V V SADDLE SER CE 00 iv EXISTING GRADE I/ Ii r r moi' r i r i, 11 ./ / \/ /\\/��1 / / W.M. a /r /\\\/ %-/�/%,�/ /\/r.1i��//�//�� l/?\1/ z^ `' U > ,� � :00 GRADED CORP STOP � /�Y\�l"; 0\i\\. / �� / �i� , \iia\ , \ ,\. -�- - - ELEVATION NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY, 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-O" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. BACKFLOW PREVENTER DIRECTION OF FLOW TIE-IN VALVE TO BE . CLOSED AND LOCKED 2" SERVICE DOUBLE SADDLE SS (TYP) NEW WATER MAIN EXISTING WATER MAIN ELEVATION NOTES 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. ALL LINES TO BE FULL PIPE FLUSHED. 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. TEMPORARY JUMPER DETAIL , ON- RISING STEM TYPE FITTED WITH 0 -RING SEALS. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. FIRE HYDRANTS , • SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION, OR AMERICAN DARLING B -84-B, COMPLYING WITH AWWA STANDARD C502. • SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 1/2" HOSE NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE (NATIONAL STANDARD HOSE THREADS), WITH CAPS ATTACHED WITH CHAINS. 0 • SHALL BE PAINTED FEDERAL SAFETY RED. MARKING • CONTINUOUS TRACE WIRE IS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. - INSTALLATION W> • WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. (- • NEW OR RELOCATED. UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDEry OF ANY EXISTING � m TARY OR PROPOSED GRAVITY- OR PRESSMINIMUM HORIZONTAL SEPARATION DISTANCE SEWER,TYPE IBELINE IIIOIS W BETW ENU WATER MAINSI AND GRAVITY-SANITARYASTEWATERRCE SEWERS SHMAIN,OALL REDUCED TONTHREELAIMED F ET HERERTHETBOTTOM OFDTHEDER WATERRMAIN LAIDPTER AT LEASTISIX INCHES ABOVE (--I Ll_I THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THAT THE OUTSIDE OF THE WATER MAIN > Q IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. • AT THE UTILITY CROSSINGS DESCRIBED -= ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 6-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. Z �-_ J • WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. Qz - • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL 0 D W SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. z • WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. - O 0 METER BOXES • METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING BOXES. TESTING D. • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. FITTINGS A. DISINFECTING • ALL POTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 10 OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004," AND A.W.W.A. STANDARD C651 AND RULE 62-555.345. . 0 - W> WATER MAINS & FORCE MAINS � m POLYETHYLENE � al F R MA. MIT RIAS USEDFORTHE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL 86 BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C. CATEGORY 5, GRADE P34 PER ASTM D1248. _ I B. POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906 -90. ® N C. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC II-__ LLJ DESIGN BASIS (HDB) OF 1,600 PSI. (/) D. PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4•F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. U -D =) FITTINGS A. ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE MOLDED OR FABRICATED BY THE 0 MANUFACTURER. CO Z B. ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI 816.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS FLANGE PER ANSI B16.1, THE FLANGE O ADAPI�TFER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. I- NG IQID A. Pi'lE HALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL BE MADE +IN�THE 1 FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING LENGTH'S NOT TO EXCEED 50 FEET. PIPE IDENTIFICATION I A.THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. NOMINAL PIPE SIZE. DIMENSION RATIO. JOSEPH W. SCHULKE THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. ,, FL REG. NO. 47048 B. NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. ❑JODAH B. BITILE FL REG. 57 TESTING BWILLI . - A •D A. ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. NO. 6P5 B. ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER. C. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. APPLY INITIAL TEST PRESSURE AND - ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE, AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. D N 2 Iryy D. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, TESTS, AND PRESSURE OF THE PIPE", SHEET I UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE ill, ON PAGES 24 AND 25 AS 1 ry PUBLISHED BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. 1 E. IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. ROJECT 0. J \105-018 J i N 0 M N CD N ao Lu qj 3 a % S-1 S-4 GENERAL UTILITY NOTES: - 2x4 MARKER PAINTED GREEN -\ - / 8' CAP MANHOLE NOTES •JOINTS FOR PRESSURE PIPE SHALL BE BELL �OF ROADCROWN ELEVATION OF ROAD !1 - 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO MEET OR EXCEED A.S.TM. A 185. �1 COVE 2• ALL CEMENT TO BE TYPE I. 'p 8" g MINIMUM SLPa' PSR FT �, iq • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. USEWHERE 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." WHERE POSSIBLE MEET OR EXCEED A.S.T.M. C 478. MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. z 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL • THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER ui CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. DEPT TO BE ( 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS DETERMINED IN TE FIELD AS REQUIRED TO NATION 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND AVOID UTILITIES (TYP) EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. MARKER BALL TAPED TO 8'x4' WYE (TYP) 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO w 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER INFIELD. GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. SERVICE SINGLE SERVICE 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP • THE CONTRACTOR WiLL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE IDOUBLE mlca CONNECTION REQUIRED. SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY w 10. CONNECTIONS TO EXISTING MANHOLE AND UFT STATION WET WELL SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. STANDARD 'Y BRANCHESSTRUCTURES TO BE LOCATED IN TE FIT1D- SHALL BE BY MEANS OF BORING A PENETRATION IN THE SANITARY SEWERS Q STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POLYVINYL CHLORIDE PIPE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION GENERAL INsr aI� �o � ON��11. DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. • POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. (rn')PLUG rj�OF BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN SEWER PIPE AND FITTINGSCA1-1 N FLOOD ZONES. • GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034 -SDR 26. g0S 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). • FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. LO 3 cn 1-1 cn N • POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. D 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING • MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). 8"iIN AND EXITING MANHOLES. • ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. i TO BE q T UNLESS 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL • THE PIPE SHALL BE GREEN IN COLOR. APPROVED BY IRCDUS PRECAST MANHOLE TOPS AND CASTINGS. • JOINT SEALS iN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. 8' DOUBLE 'Y COMMERCIALOTHERWISE (8'x4' 'Y RESIDEMnAI) 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" TESTING PLAN VIEW SHALL BE PROVIDED AS REQUIRED BY IRCDUS. • INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY STANDARDS. a 16. MANHOLE UD SHALL BE TRAFFIC BEARING (H-20 LOADING). NOTES: V 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. a=&WoaZU=ow AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE 18 • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE LATERALS. PRODUCT UST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' SEE MANHOLE EFFLUENT &INFLUENT DETAIL; DRAWING N0 . S-11. ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS, AND ADJACENT TO THE STRUCTURES. PRODUCT UST. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS 4. MARKER BALLS TO BE TAPED TO 6"x4' WYE 24' BELOW FINISHED GRADE. APPROVED MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE 5. PLUMBING CONTRACTOR TO INSTALL 4- CLEAN OUT IN EASEMENT AT TiME INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. PROPOSED GRAVITY SEWER OF TiE-IN. SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. MARKING FROM TO DIA LENGTH VELOCITY (SHALLOW SEWER) MANHOLE NOTES MANHOLE MANHOLE INCH FT (FPS) TYPE STANDARD LATERAL 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 CLEANOUT DEPTH 70 BE DETERMINED IN THE SNIC WYE __\ IFIELD AS REQIUIRED TO AVOID (TURNED 90' x FOR C. SINGLE SERVICE AS SHOWN ON STANDARD LATERAL DETAIL (S_�� OF CROWN -- ELEVATION • r/i•. 11 OF ROAD u TYPICAL TRENCH CON70UR :: ♦ ��DURING CONSTRUC710H lk S-2 MANHOLE FRAME FINISH GRADE AND COVER CONCENTRIC LEVELING RDIGS CONE 22 COURSES Z 6 COURSES 0 � SEE PiPE OPENING 24 3/4' v DETAIL (S-10) �I �g w U F.. SEE MANHOLE EFFLUENT & FILL CONCRETE + ;�• INFLUENT DETA OR BRICK W/TYPE I - :i;:`:,- \ � CEMENT MORTAR PIPE INVERT 8-! 4'-0" ID 8,. f Z. , TINUE GRAVEL BEDPIPE INTO a& PARALLEL 70 :„ 11 SAND�: `:�SOIL TO PROPERTY LINE BED PIPE,. LATERAL` JAR AND EXCAVATION STANDARD -f BRANCH TO BE LOCATED IN FIELD M491.07114 ;I I- S -5 CUT CLASSIFICATION HEIGHT Q FRAME & COVER i To 8x4wYE TYP) LEVELING ME �[ 2 COURSES N) a GENERAL UTILITY NOTES: F • COURSES 7214,3/14- = M •JOINTS FOR PRESSURE PIPE SHALL BE BELL r �1 PLASLE TIC -� GASKET To 8x4wYE TYP) IJ01 GENERAL UTILITY NOTES: PLAN VIEW •JOINTS FOR PRESSURE PIPE SHALL BE BELL r �1 O N 0 0 'p 8" 4'-O' ID iq • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. OR 5-0" ID 3. z z '� w A to lcq F I tom' PiPE INVERT FILL CONCRETE OR BRICK W/TYPE 1 DEE PIPE OPENING CEMENT MORTAR ELEVATION SECTION A -A �81 SEE MANHOLE - EFFLUENT & INFLUENT DETAIL I SLOPE � _- .2'/FT I PLAN VIEW TO BE USED WHEN CUT CLASSIFICA11ON IS OVER 6'-0" 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 5. USE W-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. STANDARD DEEP M.H. SEE PIPE OPENING DETAIL S-10) y g. 4'-Y0.' ID8. 1:i:t7 STANDARD T' BRANCH • PIPE INVERT r fel OpIgZ� 8' (MIN) g. (MIN N �Z • �; COVER ALL AROUND (BY CONCRACTOR) + - STANDARD LONG "S' 9 '':ati, `� �`• ` RADIUS ELBOW F S-7 S-8 I 6" (TYP) S-10 SPACE AROUND OUTSIDE OF PIPE SHALL BE - COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE (FOR FIELD INSTALLATION) PIPE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES - H.P. ELEV. OF FILL CONCRETE TO BE SAME AS OD OF PIPE //-22-PER FOOT SLOPE ELEVATION -3- (MINIMUM) NOTES 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, PIPE OPENING DETAIL S-11 :p .. •, y f: v • r:i. . f s� ROCK 8 Wim' EXTENDEDSLABCAST (20 " UPSTREAM) FORCE MAIN SPECIFICATIONS o6 Z o w " INTERGRAL WITH BASE I 2 6 -4 OD CEMENT MORTAR PIPE MATERIALS LL 7PIPE TO MANHOLE CONNECTION W Q N ELEVATION TO BE NEOPRENE BOOT WITH • DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.50-96, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OFLU ti ,. ) STAINLESS STEEL ACCESSORIES 42 KSI, AND USING A MINIMUM WORKING )PRESSURE OF 200 PSI, AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. (_ 0 = x ELEVATION A SLOPE + A SEC11ON A -A _ 3/4 ROCK LINING AND COATING !- Q SECTION A -A 2'/FT 2�'-, --{ + (20 DOWNSTREAM FILL CONCRETE OR BRICK (DUCTILE IRON PIPE , A A W/TYPE I CEMENT MORTAR - INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING �- W o U) LL - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL. Z Q I-- - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL. DRY THICKNESS. M g W L` N Z) • POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE I - ELEVATION MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18.; w 0 " • PVC PIPE SHALL BE GREEN IN COLOR. LTJ v To 8x4wYE TYP) IJ01 GENERAL UTILITY NOTES: PLAN VIEW •JOINTS FOR PRESSURE PIPE SHALL BE BELL • ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." O N \ • UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P, PERMIT CONDITIONS. • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. C-111.(ANSI 21.11-85). NO SOLVENT WELD OR 3. • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." WHERE LO U) MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. z o • THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER ui THREADED JOINTS WILL BE PERMITTED. UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. V v~i • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS o 0' REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND S 7) z GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. \ • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO w w GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. • THE CONTRACTOR WiLL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE 5 U SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY w CL w SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. of o- SANITARY SEWERS Q COATED TO SAME SPECIFICATIONS AS THE D.I.P. PIPE SPECIFIED ABOVE. ALL ABOVE GROUND FITTING SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSi SPECIFICATION B16.1 FOR POLYVINYL CHLORIDE PIPE N GENERAL NOTES • POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. GRAVITY o 0 SEWER PIPE AND FITTINGSCA1-1 N w 1 • GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034 -SDR 26. 01 cn ' 2 • FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. LO 3 cn 1-1 cn N • POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. c� w • MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). 1. 3/4" BEDDING SHALL BE USED FOR.EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. • ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. Q W Q • THE PIPE SHALL BE GREEN IN COLOR. 0 0 o • JOINT SEALS iN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. v o TESTING • INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY STANDARDS. w- o a xwr • EXFILTRATION OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT PERSONNEL. ACCEPTABLE LEAKAGE TESTS WILL NOT EXCEED 100FwWa V OR GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. a=&WoaZU=ow INSTALLATION 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS • INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE.�w�oZW z���000wo�w�og • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE 3. JQ� TAMPED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MiNIMUM COMPACTION OF 95% OF THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TESTS SHALL BE PERFORMED 3. SEE MANHOLE EFFLUENT &INFLUENT DETAIL; DRAWING N0 . S-11. ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS, AND ADJACENT TO THE STRUCTURES. • ALL BURIED VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE W/ SEMI -STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. VALVES • ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 4. PROPOSED GRAVITY SEWER 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. MARKING FROM TO DIA LENGTH VELOCITY t U MANHOLE MANHOLE INCH FT (FPS) TYPE GRADE PRIOR TO CONNECTION. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 5, J S-1 S-2 8" 53' *< 1 ASTM D 3034-SDR35 PVC S-2 S-3 8" 370' *< 1 ASTM D 3034-SDR35 PVC rQ_L c S-3 S-4 8" 202' *< 1 ASTM D 3034-SDR35 PVCJ a) S-4 S-5 8" 178' *< 1 ASTM D 3034-SDR35 PVC .. O Q (0 � S-5 S-6 8" 163' *< 1 ASTM D 3034-SDR35 PVC 0) W S-6 S-7 8" 151' *< 1 ASTM D 3034-SDR35 PVC S-8 S-9 8" 238 *< 1 ASTM D 3034-SDR35 PVC M c S-9 S-3 8" 186' *< 1 ASTM D 3034-SDR35 PVC 00 C) N S-10 S-4 8" 78' *< 1 ASTM D 3034-SDR35 PVC cC°o S-11 S-7 8" 35' *< 1 ASTM D 3034-SDR35 PVC Q o Q J W 0 J Q 0O LI•- Q NOTE: 1. ALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. O o U w * MAXIMUM FLOW FOR THE ENTIRE PROJECT AT BUILD -OUT IS 24.3 GPM+- (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE SEWER OR CORRESPONDING SLOPE BASED Q Z< ON APPROPRIATE VELOCITIES. RATHER, MINIMUM SLOPE AND SIZE CRITERIA AS GOVERNED BY LOCAL UTILITY. Z z w 12 s� ROCK 8 Wim' EXTENDEDSLABCAST (20 " UPSTREAM) FORCE MAIN SPECIFICATIONS o6 Z o w " INTERGRAL WITH BASE I 2 6 -4 OD CEMENT MORTAR PIPE MATERIALS LL 7PIPE TO MANHOLE CONNECTION W Q N ELEVATION TO BE NEOPRENE BOOT WITH • DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.50-96, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OFLU ti ,. ) STAINLESS STEEL ACCESSORIES 42 KSI, AND USING A MINIMUM WORKING )PRESSURE OF 200 PSI, AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. (_ 0 = x ELEVATION A SLOPE + A SEC11ON A -A _ 3/4 ROCK LINING AND COATING !- Q SECTION A -A 2'/FT 2�'-, --{ + (20 DOWNSTREAM FILL CONCRETE OR BRICK (DUCTILE IRON PIPE , A A W/TYPE I CEMENT MORTAR - INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING �- W o U) LL - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL. Z Q I-- - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL. DRY THICKNESS. M g W L` N Z) • POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE I - ELEVATION MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18.; w 0 " • PVC PIPE SHALL BE GREEN IN COLOR. LTJ v (DEEP SEWER) MODIFIED RISER LATERAL MANHOLE COVER - LETTERS TO BE MARKED 'SANITARY SEWER' 22-3/4' i 1 13 22-15.AB* CONCEALED WATERTIGHT PICKHOLE PLAN VIEW 2h3/4' WATERTIGHT BOOT �.�. RAIN GUARD FRAME - SECTION NOTES 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. STANDARD MANHOLE CASTING L S-3 • FORCE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A, STANDARD C600 SERIES AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED MANHOLE EFFLUENT PROCEDURES. • FORCE MAINS SHALL CROSS BELOW WATER MAINS LINES WITH A MINIMUM OF 18" VERTICAL SEPARATION OR CONSTRUCT THE WATER MAIN OF DUCTILE IRON PIPE AT THE CROSSING SUCH STANDARD SHALLOW M.H TYPE "A" DROP MANHOLE & INFLUENT THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE AS PER DETAIL THISry SHEET. w L,."! • FORCE MAIN SHALL BE LOCATED AT LEAST 5 -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, AND 10 FT. FROM POTABLE WATER MAINS. LLJ S-6 $-9 S -1Z WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE "RECOMMENDED W (jj STANDARDS FOR WATER WORKS' (LATEST REVISION) SHALL BE USED. ry J MANHOLE FRAME &COVER SEE MANHOLE • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A EFFLUENT & FINISH GRADE ASPHALT PAVEMENT CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6 LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE " _ 4, ID Q INFLUENT DETAIL CONSTRUCTION PLANS. Z y 8 8" ' ° " • FORCE MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS Q ~ 00 0 0 0 o PIPE IN THESE PLANS. 6 -INVERT INVERT T_ ESTiNG A o 0 0 o A = • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 SERIES AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH Z 0 0 o DROP LESS -\ 44---� FIBERGLASS LINER ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. OU THAN 24" :LTi FORCEMAlN-\ POLYETHYLENE PIPE SPECIFICATIONS: . t••, tR, ADDITIONAL REINFORCING BARS - - + ;. 6- (MIN) REQUIRED AT OPENING. SLAB TO TO BE TRAFFIC BEARING. SUBMIT WATER MAINS AND FORCE MAINS - POLYETHYLENE I O SHOP DRAWING FOR APPROVAL �a MATERIALS FOR PIPE SIZES 3" AND LARGER PLAN VIEW SEE MANHOLE EFFLUENT • MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION Z SEE PIPE OPENING &INFLUENT DETAIL 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248, DETAIL (S-10) FILL CONCRETE 4'-0' ID • POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. 0 �n+o+ GASKET a lwi>b Z OR BRICK W/TYPE 1 • DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 v) � �, I 8" F CEMENT MORTAR .� s- a GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. `� I I U • PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4•F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. p I.._. 24.• -J v o ELEVATION STANDARD LONG GRAVITY FITTINGS m 8""-- -- 4'-0" ID -- --8"LAJ 1c v SECTION A -A / RADIUS iaeow _ /-DOWNSTREAM • ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE SEE PIPE OPENING a to 1- ,� / ,{�, / MOLDED OR FABRICATED BY THE MANUFACTURER. DETAIL (S-10) -� - - ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE A w A USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI B16.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH » o_;:. + "'x A 316 STAINLESS FLANGE PER ANSI B16.1. t/7 CUT HOLE (USE ; +as•t %•• '� ' ~ 6 MIN ,; �,� <;;;>5::� Y ; V(MN) THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. ® L.iJ (TYP) • ..o.: �� + i NEOPRENE BOOT +. �. • " •' jy i a l rl i.�•,,. .i ti fir.,• ` (TYP) I` )'';' '� `' `` JOINTING METHOD pO FILL CONCRETE I t3" $-(MiN) . THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL OR BRICK W/TYPE I � _ CEMENT MORTAR ELEVATION PIPE INVERT PLAN VIEW + LENG HOSJOINED TO EXCEED MADE 50 FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING Z SECTION A -A ELEVATION PIPE IDENTIFICATION O TO BE USED WHERE DROP IS LESS THAN 2' • THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. NOTES TO BE USED WHEN CUT CLASSIFICATION IS 6'-O" OR LESS NOMINAL PIPE SIZE. DIMENSION RATIO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN J 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. MANUFACTURE CAN BE DETERMINED. NOTES NOTES 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. 1. SEE MANHOLE NOTES ON DRAWING N0. S-4. 4. NO INSIDE DROP WILL BE ACCEPTED. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 5. FIIBEERGLALS ASSSFENGINEERS ORNAPPROVEHD EQUAL AND SHALLHBE ENGINEERED 0 BY ASSOCIATED TESTING JOSEPH W. SCHULKE 2. SEE PIPE OPENING DETAIL DRAWING N0. S-10. FL REG. N0. 47046 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H -2o1. • ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. C 6 ❑ JODAH B. BMLE 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. S-11. 6. AFIBERGLASS MATTERIRIALSEARE TO BEEPER INSTALLED APPROVEDMANUFACTURERS'MANUFACTURERS' PRODUCT LIST. AGE. . ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE FL REG. NO 573 ENGINEER. [3WILUAM S • TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. No. 5 0 APPLY INITIAL TEST PRESSURE AND ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. �� „ AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. SLAB TOP MANHOLE TYPE B DROP MANHOLE FORCE MAIN TIE-IN 6 ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, ` DATE; EIA 7 >5 TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED SHEET MAKE-UP WATER TEST, TABLE 111, ON PAGES 24 AND 25 AS PUBLISHED BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. �. Q • IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND U REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE, THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. P OJECT �0. 5-020 To 8x4wYE TYP) IJ01 PLAN VIEW •JOINTS FOR PRESSURE PIPE SHALL BE BELL ~ ~ ELEVATION AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. C-111.(ANSI 21.11-85). NO SOLVENT WELD OR 3. PLAN VIEW THREADED JOINTS WILL BE PERMITTED. J V N TO BE USED WHERE DROP IS 2' OR MORE PIPE JOINT DETAIL AT MANHOLE •FITALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM pTINGS�- �~ TO AWWA SPECIFICATIONS C110 (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE LINED AND c TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LES.: COATED TO SAME SPECIFICATIONS AS THE D.I.P. PIPE SPECIFIED ABOVE. ALL ABOVE GROUND FITTING SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSi SPECIFICATION B16.1 FOR j NOTES NOTES CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION 818.2. . JOINT RESTRAINT I w 1 GRAVEL NOTE SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE WITH RESTRAINING SCHEDULE ON MISC. DETAIL SHEET, 1. 3/4" BEDDING SHALL BE USED FOR.EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. NOTES2. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. OR A MINIMUM OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR w ZSE SEE PIPE OPENING DETAIL DRAWING N0. S-10. INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLATION OF THE WATER MAIN. V, V 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS VALVES 3. PRODUCT UST. MARKER BALLS TO BE TAPED TO 6'x4' 24' BELOW FINISHED GRADE. 1. SEE MANHOLE NOTES ON DRAWING N0. S-4 3. SEE MANHOLE EFFLUENT &INFLUENT DETAIL; DRAWING N0 . S-11. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. • ALL BURIED VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE W/ SEMI -STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. VALVES 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. MARKING GRADE PRIOR TO CONNECTION. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 5, SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. • SEE DETAIL M-16. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 INSTALLATION (DEEP SEWER) MODIFIED RISER LATERAL MANHOLE COVER - LETTERS TO BE MARKED 'SANITARY SEWER' 22-3/4' i 1 13 22-15.AB* CONCEALED WATERTIGHT PICKHOLE PLAN VIEW 2h3/4' WATERTIGHT BOOT �.�. RAIN GUARD FRAME - SECTION NOTES 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. STANDARD MANHOLE CASTING L S-3 • FORCE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A, STANDARD C600 SERIES AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED MANHOLE EFFLUENT PROCEDURES. • FORCE MAINS SHALL CROSS BELOW WATER MAINS LINES WITH A MINIMUM OF 18" VERTICAL SEPARATION OR CONSTRUCT THE WATER MAIN OF DUCTILE IRON PIPE AT THE CROSSING SUCH STANDARD SHALLOW M.H TYPE "A" DROP MANHOLE & INFLUENT THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE AS PER DETAIL THISry SHEET. w L,."! • FORCE MAIN SHALL BE LOCATED AT LEAST 5 -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, AND 10 FT. FROM POTABLE WATER MAINS. LLJ S-6 $-9 S -1Z WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE "RECOMMENDED W (jj STANDARDS FOR WATER WORKS' (LATEST REVISION) SHALL BE USED. ry J MANHOLE FRAME &COVER SEE MANHOLE • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A EFFLUENT & FINISH GRADE ASPHALT PAVEMENT CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6 LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE " _ 4, ID Q INFLUENT DETAIL CONSTRUCTION PLANS. Z y 8 8" ' ° " • FORCE MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS Q ~ 00 0 0 0 o PIPE IN THESE PLANS. 6 -INVERT INVERT T_ ESTiNG A o 0 0 o A = • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 SERIES AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH Z 0 0 o DROP LESS -\ 44---� FIBERGLASS LINER ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. OU THAN 24" :LTi FORCEMAlN-\ POLYETHYLENE PIPE SPECIFICATIONS: . t••, tR, ADDITIONAL REINFORCING BARS - - + ;. 6- (MIN) REQUIRED AT OPENING. SLAB TO TO BE TRAFFIC BEARING. SUBMIT WATER MAINS AND FORCE MAINS - POLYETHYLENE I O SHOP DRAWING FOR APPROVAL �a MATERIALS FOR PIPE SIZES 3" AND LARGER PLAN VIEW SEE MANHOLE EFFLUENT • MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION Z SEE PIPE OPENING &INFLUENT DETAIL 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248, DETAIL (S-10) FILL CONCRETE 4'-0' ID • POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. 0 �n+o+ GASKET a lwi>b Z OR BRICK W/TYPE 1 • DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 v) � �, I 8" F CEMENT MORTAR .� s- a GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. `� I I U • PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4•F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. p I.._. 24.• -J v o ELEVATION STANDARD LONG GRAVITY FITTINGS m 8""-- -- 4'-0" ID -- --8"LAJ 1c v SECTION A -A / RADIUS iaeow _ /-DOWNSTREAM • ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE SEE PIPE OPENING a to 1- ,� / ,{�, / MOLDED OR FABRICATED BY THE MANUFACTURER. DETAIL (S-10) -� - - ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE A w A USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI B16.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH » o_;:. + "'x A 316 STAINLESS FLANGE PER ANSI B16.1. t/7 CUT HOLE (USE ; +as•t %•• '� ' ~ 6 MIN ,; �,� <;;;>5::� Y ; V(MN) THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. ® L.iJ (TYP) • ..o.: �� + i NEOPRENE BOOT +. �. • " •' jy i a l rl i.�•,,. .i ti fir.,• ` (TYP) I` )'';' '� `' `` JOINTING METHOD pO FILL CONCRETE I t3" $-(MiN) . THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL OR BRICK W/TYPE I � _ CEMENT MORTAR ELEVATION PIPE INVERT PLAN VIEW + LENG HOSJOINED TO EXCEED MADE 50 FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING Z SECTION A -A ELEVATION PIPE IDENTIFICATION O TO BE USED WHERE DROP IS LESS THAN 2' • THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. NOTES TO BE USED WHEN CUT CLASSIFICATION IS 6'-O" OR LESS NOMINAL PIPE SIZE. DIMENSION RATIO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN J 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. MANUFACTURE CAN BE DETERMINED. NOTES NOTES 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. 1. SEE MANHOLE NOTES ON DRAWING N0. S-4. 4. NO INSIDE DROP WILL BE ACCEPTED. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 5. FIIBEERGLALS ASSSFENGINEERS ORNAPPROVEHD EQUAL AND SHALLHBE ENGINEERED 0 BY ASSOCIATED TESTING JOSEPH W. SCHULKE 2. SEE PIPE OPENING DETAIL DRAWING N0. S-10. FL REG. N0. 47046 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H -2o1. • ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. C 6 ❑ JODAH B. BMLE 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. S-11. 6. AFIBERGLASS MATTERIRIALSEARE TO BEEPER INSTALLED APPROVEDMANUFACTURERS'MANUFACTURERS' PRODUCT LIST. AGE. . ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE FL REG. NO 573 ENGINEER. [3WILUAM S • TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. No. 5 0 APPLY INITIAL TEST PRESSURE AND ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. �� „ AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. SLAB TOP MANHOLE TYPE B DROP MANHOLE FORCE MAIN TIE-IN 6 ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, ` DATE; EIA 7 >5 TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED SHEET MAKE-UP WATER TEST, TABLE 111, ON PAGES 24 AND 25 AS PUBLISHED BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. �. Q • IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND U REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE, THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. P OJECT �0. 5-020 w w F•- J 0 cn ct m PALM LAKE CL BARBER STREET I - w w or PROJECT SITE DESCRIPTION (PREPARED BY SURVEYOR) COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20. TOWNSHIP 31 SOUTH. RANGE 39 EAST. INDIAN RIVER COUNTY, FLORIDA: THENCE NORTH 00 DEGREES 33 MINUTES 15 SECONDS EAST ALONG THE EAST LINE OF SAID SECTION 20 FOR A DISTANCE OF 1298.48 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER: THENCE SOUTH 89 DEGREES18 MINUTES 21 SECONDS WEST FOR 1324.74 FEET TO THE WEST RIGHT OF WAY LINE OF BARBER STREET (HAVING A 80 FOOT RIGHT OF WAY) AS SHOWN ON THE PLAT RECORDED IN PLAT BOOK 14. PAGE 97. OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. SAID POINT BEING THE POINT OF BEGINNING: THENCE SOUTH 0 DEGREES 13 MINUTES 13 SECONDS EAST. ALONG SAID RIGHT OF WAY LINE. A DISTANCE OF 264.04 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE TO THE NORTHWEST. HAVING A RADIUS OF 200.00 FEET: THENCE SOUTHWEST ALONG THE ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF 68 DEGREES 00 MINUTES 00 SECONDS. A DISTANCE OF 237.37 FEET: THENCE SOUTH 67 DEGREES 46 MINUTES 47 SECONDS WEST. A DISTANCE OF 232 68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST. N LINE SE 1/4 OF SE I/ SET PK NAIL & 3909 CAP _ S 89° 18 ' 2 I 'N 1324.74' I FOUND NAILPAVEMENT` ao 0.20' NORTH POB co `r p I �"' N SURVEYOR'S NOTES: o w I. ALL DIMENSIONS SHOWN HEREON ARE IN FEET Y z I w AND DECIMAL PARTS THEREOF. "-'.1 u to 2. THE WEST LINE OF THE SUBJECT PARCEL BEARS N 00°31'44"W w _ AND ALL OTHER BEARINGS ARE RELATIVE THERETO. -�z- 0 I 130200' o v � f _ - M J °O 3. BENCHMARK #1 - TOP OF PK NAIL IN THE CENTERLINE OF BRISTOL a z w ' o N STREET 25 FEET NORTH OF THE CENTERLINE OF BARBER STREET u o ELEVATION 24.84 NATIONAL GEODETIC VERTICAL DATUM. 1929 +.�.�.��._r_�.r_.,.r Z D I o0i P 0 Z ADJUSTMENT. SE CORNER HAVING A RADIUS OF 3608.37 FEET: THENCE SOUTHWEST ALONG THE ARC OF SAID CURVE. THROUGH A (- - S0w w I M M M SECTI N 20 0 CENTRAL ANGLE OF 2 DEGREES 14 MINUTES 43 SECONDS. A DISTANCE OF 141.40 FEET: THENCE SOUTH 65 BENCHMARK #2 - TOP OF PK NAIL IN THE CENTERLINE OF BRISTOL z _j - L 0 C A T I ON MAP DEGREES 32 MINUTES 04 SECONDS WEST. A DISTANCE OF 666.04 FEET TO THE POINT OF CURVATURE OF A STREET 695.5 FEET NORTH OF THE CENTERLINE OF BARBER STREET o w , M 2s.t9 +25 2s.o CURVE. CONCAVE TO THE NORTH. HAVING A RADIUS OF 476.87 FEET: THENCE WEST ALONG THE ARC OF ELEVATION 24.50 NATIONAL GEODETIC VERTICAL DATUM. 1929 INV 22.as 22 so SAID CURVE. THROUGH A CENTRAL ANGLE OF 23 DEGREES 58 MINUTES 55 SECONDS. A DISTANCE OF 199.60 ADJUSTMENT . �`'' O I M o0 24.1624.50 FEET: THENCE SOUTH 89 DEGREES 30 MINUTES 59 SECONDS WEST, A DISTANCE OF 70.19 FEET. TO A POINT + ON THE EAST LINE OF THE PLAT OF SEBASTIAN HIGHLANDS. UNIT 17: AS RECORDED IN PLAT BOOK 8, PAGE 4. THE WETLAND LOCATIONS SHOWN HEREON WERE FLAGGED IN THE cn 0�- 24.15 24.66 46, ALSO, BEING THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID FIELD BY OTHERS. 00 24.09 SECTION 20 : THENCE NORTH 0 DEGREES 31 MINUTES 44 SECONDS WEST ALONG SAID LINE. A DISTANCE OF +24.53 _t24.2: 0 589 .98 FEET TO A POINT ON THE SOUTH LINE OF PALM LAKE CLUB AS RECORDED I N PLAT BOOK 13 . PAGE o +26.02 24'24 24.524.68 47 :: THENCE SOUTH 89 DEGREES 40 M I NUTES 38 SECONDS EAST ALONG SAI D L INE • A D I STANCE OF 1332.37 z z 29.23 25.72 + -25.4 ,41 24.0224.62 FEET:L THENCE NORTH 0 DEGREES 05 MINUTES 58 SECONDS EAST. A DISTANCE OF 330.63 FEET: THENCE 4.16 INV 23.07 NORTH 89 DEGREES 18 MINUTES 21 SECONDS EAST. A DISTANCE OF 10.99 FEET TO THE POINT OF BEGINNING. PALM LAKE CLU B PHASE 1 1 24.17 244145 24. 27 PLAT BOOK 14. PAGE 10 2 .50 +24.65 2, • 13 24.30 22 71 EDGE OF PAVEMENT 0.22+ ENCHMARK #2 + 26. a +24.41 22 56 TREASURE C I RCLE - 60' R I GHT OF WAY 17.93+ 21.06 25.71 + 2414 24.32 .}. + 23.00 18.95 INV 18.02 + 25.64 r I + 24.89 + ?' 15 21.92 21.69 2122 t 4 18.96 8 + + 22.18 S E T / 8 R O N O I 27.60 23.37 22.69 +22.90 22.58 122.45 I '- 1 1 121-53 1 2.1.45 1 a 21.28 21.09 21.32 21.0986 22.79 ROD 390 CAP 25.53 + ®?}2.93 + + + + 21.75 21.64 21.51 21.22 + 24.94 22.73 22.74 22.53 22.37 22.18 22.03 } ® + -I 21. I 20.03 23 2 OVERHEAD LINES NES 21.7+9 21.44 21 .37 + 15 RCP 4 �D i 24.22 + + 22.13 21.89 I.,Ci2 91 21.42 91.31 1 P ?I:1 + 21.15 _ +/ + 24.72 + +22.56 23.49 22.46 + 22.57 22.32 ZZ. I I 1 I-- 1. 1 {� 24-521 25.14 24.16.} _ 22.45 �.. 21.76 21.25 21.06 21.15 21• a 20.41 +30.51 ' ,_25.80 + + + + + +20.82 +20.94 +.21.02 19.28 � 24.89 +26.43 L 23.96 + 24.52 + 24.42 24.90 --��- • . 9,�� 22.62 22.07.24.38 23. 17 1 , 22.77 22.25 j9 22.59 20.50+ 20.26 + �- - I-2�� •. 1 ;22 INV 18.2 21.50. 99 2A 4_ 22.17 +25. 8 +22.82 1--� S 89°40'37"E 1332.37'M I 19,320.64 + 22.71 + + S 890 36' 27'E 1332.95' LINE HELD 30:00 FEET +21.40 +x'74--( 19100 SET 5/8' IRON 25.51 +21 31 22.56 +22 58 D SOUTH OF PLAT PCPS TOP OF BANK 20.93 23.37 24. 18 -- +._ . 2s 84 ROD & 3909 CAP / 0 of t 22.56 19.55 + l 26.7$ -ff- `P'1•C-�4 • • 1 a• �. �. � � �i. + + SEWER MANHOLE I° 24.62- • • • • 1 6 � 23.40 �� 1 y } TOP - 20.59 ' OA HAMMOCK 20. 0 + 26.23 + � 21.27 19.77 20.73 0.95 + +19.98 S INV - 9.01 ' f 20.66 + 20.97 +20.30 21.59 23.63 / 21.93+ r �o WETLAND 2 + 20.79 *1 N INV - 9.03' /24o''+7219 SQUARE FEET �a4 22.58 ++ Bar - 9.04' +19.71 ,� • 2 J .62'h�� 21 .96 21 .37 c` iii 20.84 19.55 y" + N.G.V.D. � LIFT STATION + 22.18+ �� + 19.93 + , ( POSTED #163) 20.34 O a 21.47 1 P I v + + 20.20 19.93 22.56 -t- �i 19.77 19.54 + TOP - 23.79' +21 .95 + 20.79 �� +. 19.72 N INV - 8.77' +19.76 22.70/ -' 23.63 21 .95 23.13 1, .46 BOT - 2 . 7 1 ' t I WETLAND 3 21.80 + A +22.82 4.79 �'�a + 19.89 + + + 19.96 ' N.G.V.D. 21.31 +23 I cn ; +21 46 4343 SQUARE FEET 21 .95 21.83+ +22.56 I 19.46 / 22.86 -� I + INv 119.8 12"PVC O + + + 21.12 + +22.51 + + 20.01 1 5 " ICM 6 i + 20.24+ 21.66 \_I + 22.06 21.95+ 22.09 + 19.77 19.55 + s 20.59 19.62 0 1*,t 21.9 21.77 + + 19.82 FENCE +� 20.78 19.59 + WOOD 2.03 19.61 + INV 17.95 2 + ' N A Ia ,ya 22 8 +22.21 23. I3 24.50 �'�s ��, + 19.63 20.28 X I +22.222.51 + 22.43 �y + 19.71 20.1 20.1 20 9 9.96 / 21.81 t + + 19.44 INV 17.95 0 68 20.95 -• fTi ,�� 22.09 �- + 19.53 19.91 +19.84 2 ' 20.4 6 20 44 22.09 + WETLAND I 20.65 I 4 + + 22.23 + 22.20 +17.90 + + 23.14 + 23.14 +23.41 24.72 �+ 15" CM 20. 6 . � / - 22.09 +26805 SQUARE FEET 19.75 q 20:88 21.17 vi tK �, �p + 22.21 + 22.32 + 19.94 + 19 . I+ ° A - �/ 0 ,LP' D tifk' + + 23.20 �� + 19.91 �� + 19.92 19.52 6� _+21.2 +22.24 25.68 + INV 19.7 S19.89 2 46 71 �/ 20.80 22.70 INV I - X t_'24.10 +25.64 + 20.37 r - + + + 19.51 19.81 02 O G) I 20.25 21.99 22.20 + + 19.72 rn 20 IB 22.09 + ly �s 19.67 20.41 - HELL DR I VE _ + + 22.73 23.35 ,� / 20.4 --I ' Ci) U) +22.72 +23.60 +20.05 0' 20.68 N O I + +23.44 �� +19.89 q\ A 19.72 18"X24" CMP fl,\ 20.37/ - 20.19 ' 21 .99 + 22.72 + + 23.26 �` '� +19.3 G2 � 23.20 `2 �9.4 INV 17.39 �> ��'S 23.64 + 23.22 19.93 ---K20.71 INV 17.34 `L I + +23.00 �3 +20.24 20'� - 20.15 19.3 NV 1 22.46 20.34 _,-":'20.75 1 s CMP t t +21.32 d• 4 +23.44 ��r 9.92 20.4 7 - 20.26 +23.571- d- 22.65 +20.07 20.26 i� - O IRON P (PE +23.36 + 20.75 LEGEND: • IRON ROD AS NOTED r r23 39 POB - POINT OF BEGINNING O --I o a �� 24.41 22V20*1 97 23.32 + 24.47 { t0 t� 23.09 20.29 20.30 C C + TOP OF BAN K�s� '� + + + POC - POINT OF COMMENCEMENT 0 TELEPHONE PEDESTAL 00 PRM - PERMANENT REFERENCE MONUMENT ELECTRIC BOX 19.44 PCP - PERMANENT CONTROL POINT 23.12 20.51 � 20.7 O O + 22.61 +24.02 0.7+ 22.56 + 20.33/ 20.27+ 24.24 23.64 + PC - POINT OF CURVATURE OO SANITARY MANHOLE _ 23.15 +23.13 22•x2 moo. 9 PT - POINT OF TANGENCY - +22.28 +23' 19 +21 os t9 s7+ +2 3 WETLAND 4 +20.73 + 0.29 20.22 PI - POINT OF INTERSECTION ® IRRIGATION VALVE 24 47+ + 74 r� + 24.31 20.45 20.35` 21.14 24.- ,�� 9701 SQUARE FEET+ +23.12 20 87 20.15 R/W - R IGHT OF WAY 0 POWER POLE 24.37 + 19 89 ? 23.36 20.7 ® 20.39 - CENTERLINE r I x.99+ +23.58 + 0.78 / + W WELL O I 18.87 23 12 21.18 - 20.58 ELEV - ELEVATION 0� -4 1 +23.15 23. 3 +23.46 Oq 21.16+'o 20"20.64 46 20.59 MEAS - MEASURED ZO •61 ® CATCH BASIN ' +23.03 s +23.36 rO 20.68 /0.8.62 E/P - EDGE OF PAVEMENT � s 22.00 -6 +21 51 21.0 - TOB - TOP OF BANK b' HYDRANT 21'24 52+ 24 37� +20.14 +20.59 �`� 23.15 +22.97 OA +21.2 C/0 - CLEAN-OUT OO WATER VALVE I 1 24.54 } 26.24 +20.32+ 2 77 20.61 �j° 20.73 - ELEC - ELECTRIC + 20.15 23.15 6 21.1 20.98 23.61 + S CO FIBER OPTIC MARKER � + +23.44 •�•� . I RFWCD - INDIAN I AN R I VER FARMS +23 99 23.82 \ 23.75 CMP - COR TER CONTROL DISTRICT I PE 0 CONCRETE MONUMENT ' +20.31 + 20.80 + 20.69 21.3/ - 21.08 O I 20'29+20.05 +23.66 +� 23'79 RCP - REINFORCED CONCRETE PIPE Com- BLOWOFF -I X4.30 24+24.72 •+'24.19 23.92 2 56 FBF 22.92 %1`21 .6 D - DESCRIPTION 24.60 .,3.59 21.24 t 4/ M - MEASURED Cg WATER METER 521 21 22 QQ TRAFFIC SIGN Ln + 24.30 24.65 25.06 \ ` ` ` +24.17 +23.96 24.34 + +23.93 21.79 & 21.86 -' 21.so S 0� -ACCURACY • BOUNDARY INCONSISTENCIES ' 21.x1 22 65 THE CURVE DATA SHOWN I N THE DESCRIPTION DOES NOT MATCH THE ru I +24.01 +23'88 •1 THE EXPECTED USE OF THE LAND I S RES I DENT I AL . THE M I N I MUM r RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY PLAT FOR BARBER STREET AND WOULD NOT ALLOW THE DESCRIPTION + / 24'38 22.17' f� v E TO CLOSE. THEREFORE THE CENTRAL ANGLE SHOWN ON THE PLAT 24.63 +21261 25.48 TOP OF BANK 22.26 21.76 `\ IS i FOOT IN 7.500 FEET WHICH WAS MET IN THE CASE OF THIS S �2 OF BARBER STREET RECORDED IN PLAT BOOK 14. PAGE 97 WAS HELD. x4 23 24 97 + �,�, SURVEY. VARIOUS OTHER COURSES DO NOT MATCH THE LOCATION F 24 r4 +24.26 + +24.15 23.04 23 � - «•4 Q0 1 N 0 PLAT r I 23.39 U PCP AND PRM LOCAT I ONS. THESE PO I NTS W o ' � 22.� � 22.07 =DATA SOURCES WERE HELD OVER THE _CALLS 23.92+ j 22 7 IN THE DESCRIPTION. rn 25 }8 +24.44 + 22- 2238 _ THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE `APPARENT PHYSICAL USE 24 62 +�}. 25.26 24.54 + - PARK R K P LACE PLAT I PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE VACANT LAND 21.27 2428 . 3.40 24.45 23.21 X23.0 PLAT A T B 0 0 K 14 . PAGE 9 5 OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT -EASEMENTS 1 25.37+ 23.32 C3 o 22.8 OR HIS REPRESENTATIVE. L I 24.75 ,gg .6 22.62 4 51 I 0 - 23.0 NONE PROV I DED L� 2445 6#25 24 23 12 - -MEASUREMENT METHODS 4.60 2280 ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED -CERTIFIED T0: � 29BENCHMARK # I 23.45 +� EM I L I 0 SUAYA 24.46 I -� 23'42 WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS SEBASTIAN LANDINGS. LLC. A FLORIDA LIMITED LIABILITY COMPANY 24.52 24.52 24. I 1 23.73 _ -_ ` +23.68 23.01 PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY - 1 +14.18 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY SAMUEL A. BLOCK. P.A. 24 9 24.68 24.40. 23.42 ° ° OF I PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA ATTORNEYS' TITLE I NSURANCE FUND. INC. 24.361 1 24.04 23.85 C 1 68 00'00" 200.00' 237.36' 134.90' 223.68' S 33046'47'W COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS DATE OF SURVEY: DECEMBER 21 2004 24.56 24.1 24.32 C 2 2°14'43" 3608.37' 141.40' 70.71' 141.39' S 66°39'26"W PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE 24.4 , t�------t0 THIS SURVE,Y-` -l. S -."NOT-' 'VAL I D WITHOUT THE S I GNATURE AND ORIGINAL 24.3 24 24 I C 3 23"58'55" 476.87' 199.60* I 0 I . 28' 198.15' S 77° 31 ' 3 I "W SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. RAISED SE-AL•��G`.r �fi�il~�•fi��..O:R I DA L I CENSED SURVEYOR AND MAPPER INV 22.25_ iINV 22.45 • L I M I TAT I ONS NAMED BELOW: -+r. 224?58 1 �i4.18 LINE BEARING. DISTANCE PROPERTY APPEARS TO LIE IN. -FLOOD ZONE 'X" AND UNDES 1 GNATED "A" SU VEY-) ��4D MAl�F�E4 I N, -RESPONSIBLE CHARGE L I S 89°30'59"W 70.19' ACCORDING TO MAP 12061CO079 F. DATED JULY 2. 1992. R N� fA:nD . FLORIDA L I CENSE NUMBER LS 5755 L 2 N 890 18'21 "E 10.99'M �. ��, . L 2 N 89018'21"E 10.92'D ( SIGNED AND SEALS ) 04 - 004 B . GC FB 297. PG 23 FB 297. PG 24-26 FB 297. PG 47 FB 297. PG 52 FB 374. PG 25 FB 376. PG REVISIONS BY \ 5.AS-BUILT LIFT STATION 6-16-06 SMV AADD ESMN'T & CON.AREA 03-17-06 CHB 3. ADD WETLAND AREA 4-29-05 DMJ 2. ADD WETLANDS 4-21-05 DMJ I. REVISE DESC & ADD PARCEL DMJ 12-21-04, W CIS 0 U o LLI I-1- Q Q L.LJ U 0 -16 � a 0 0 I- LL C G W III Q L1. W 12 0 W O to O� N M W w W CL a Qw 0 -u =U I- W o0) 0)o a0w W _1 X 0 Q a LL L(1 N 00 � cp- - 'Q Lu rn o LL cc ow Ln CL N N � n / DRAWN DMJ CHECKED DMJ DATE 2-16-04 SCALE I" - 50' JOB NO. 2004-004 SHEET I �OF 4 SHEETS t - w w W J 0 F- OD 0 PALM LAKE CL BARBER STREET w w w LOCATION MAP u ANGLE OF 09 48 53 . AN ARC D 1 STANCE OF 8 1 . 69 FEET TO THE POINT OF TANGENCY: THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE S 89°30'59"W. A DISTANCE OF I" - 50' 70:19" TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 0.22 ACRES MORE OR LESS. L PALM LAKE CLUB - PHASE 11 0 PLAT BOOK 14, PAGE 10 ' BENCHMARK #2 EDGE OF PAVEMENT TREASURE CIRCLE - 60' RIGHT OF WAY r O - � I POINT OF BEGINNING OO tO , CONSERVATION AREA *2 - S 89°40'37"E 1332.37'M � IS 89°36'27"E 1332.95'D � S 89°40'37-'E 361.80' �` � ^_ ° �-- �' Icy 6053-0T s S 89 40'37"E 369.79' - LINE HELD 30.00 FEET �.. 3j3443 A ��� Ss8° SOUTH OF PLAT PCPS TOP OF BANK ���a�p�`'9fi CONSERVATION �3 °�y`L°� ��� o P t��0 I N 88°I3.26 -E 88.45 . � OAK HAMMOCK oo. TRACT 2 r, I R o3 wa�� i• v r- a� �? WETLAND 2 gs2s2k 53 192.52 SO . FT . ± hyo o "? 0 ' ti ms�3q •O� 7219 SQUARE FEET �`''9oil- , 1 . 22 ACRES s o WETLAND S 79-33777. 20,2$0 54.01 171717 WE LA D 3 2 0q0' S6 4343 SQUARE FEET 5s025W So /(91116 - 15" CM - m 13�b �a, �N �a\oc82°19.16 E p ��� \ _ rn s s a �' s 29.29' r �, 2°��� 15 " CM fi WETLAND I 2'i �� 26805 SQUARE FEETLn O I Lp, $p°3t'S2'E9�9. g2jg?rid � � a7 p 0 6 °�' fi ,7 ,fro o rn `o -n Lr) Ln > , I ' 317E I �i - I ° , w �z cn - - J Oofw , Lu J -6 U z� Ul)w- U U , azwlz-� CL w < ww �JrY z�f-- � O , O LL lL LL - O I SURVEYOR'S NOTES: 1. NSIONS SHOWN ARE IN FEET RED BY SURVEYOR) CONSERVATIONi N DESCSSECTRI PROJECT ANDALL DECIMAL PARTS THEREOF. SOUTH . RANGE039AND I ANNRIVER CCOUNTY.REA ONTION 20 . TOWNSHIP 33 1 EAS. INDIAN SECTION S I TE 2. THE WEST LINE OF THE SUBJECT PARCEL BEARS N 000 31 '44"W FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: AND ALL OTHER BEARINGS ARE RELATIVE THERETO. BEGIN AT THE INTERSECTION OF THE NORTH RIGHT OF WAY 3. BENCHMARK #1 - TOP OF PK NAIL IN THE CENTERLINE OF BRISTOL LINE OF BARBER STREET ( A 80 ' R I GHT OF WAY) AND THE EAST STREET 25 FEET NORTH OF THE CENTERLINE OF BARBER STREET RIGHT OF WAY LINE OF BRISTOL STREET ( A 60' RIGHT OF WAY) . POB ELEVATION 24.84 NATIONAL GEODETIC VERTICAL DATUM. 1929 THENCE N 000 31'44"W (BASIS OF BEARINGS) ALONG THE EAST ADJUSTMENT. RIGHT OF WAY LINE OF BRISTOL STREET, A DISTANCE OF BENCHMARK #2 - TOP OF PK NAIL I N THE CENTERLINE OF BRISTOL 123.83 FEET: THENCE S 52° 5 1 ' 1 8 " E . A DISTANCE OF . STREET 695.5 FEET NORTH OF THE CENTERLINE OF BARBER STREET 19 I . 39 FEET TO THE NORTH RIGHT OF WAY LINE OF o ELEVATION 24.50 NATIONAL GEODETIC VERTICAL DATUM. 1929 AFORESAID BARBER STREET TO A POINT ON A NON -TANGENT ADJUSTMENT. CURVE. CONCAVE TO THE NORTHWEST. THE RADIUS OF 0 WHICH BEARS N 10° 17'54" W . A DISTANCE OF 476.87 FEET: 4. THE WETLAND LOCATIONS SHOWN HEREON WERE FLAGGED IN THE THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE w FIELD BY OTHERS. AND SAID NORTH RIGHT OF WAY LINE THRU A CENTRAL ° ANGLE OF 09 48 53 . AN ARC D 1 STANCE OF 8 1 . 69 FEET TO THE POINT OF TANGENCY: THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE S 89°30'59"W. A DISTANCE OF I" - 50' 70:19" TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 0.22 ACRES MORE OR LESS. L PALM LAKE CLUB - PHASE 11 0 PLAT BOOK 14, PAGE 10 ' BENCHMARK #2 EDGE OF PAVEMENT TREASURE CIRCLE - 60' RIGHT OF WAY r O - � I POINT OF BEGINNING OO tO , CONSERVATION AREA *2 - S 89°40'37"E 1332.37'M � IS 89°36'27"E 1332.95'D � S 89°40'37-'E 361.80' �` � ^_ ° �-- �' Icy 6053-0T s S 89 40'37"E 369.79' - LINE HELD 30.00 FEET �.. 3j3443 A ��� Ss8° SOUTH OF PLAT PCPS TOP OF BANK ���a�p�`'9fi CONSERVATION �3 °�y`L°� ��� o P t��0 I N 88°I3.26 -E 88.45 . � OAK HAMMOCK oo. TRACT 2 r, I R o3 wa�� i• v r- a� �? WETLAND 2 gs2s2k 53 192.52 SO . FT . ± hyo o "? 0 ' ti ms�3q •O� 7219 SQUARE FEET �`''9oil- , 1 . 22 ACRES s o WETLAND S 79-33777. 20,2$0 54.01 171717 WE LA D 3 2 0q0' S6 4343 SQUARE FEET 5s025W So /(91116 - 15" CM - m 13�b �a, �N �a\oc82°19.16 E p ��� \ _ rn s s a �' s 29.29' r �, 2°��� 15 " CM fi WETLAND I 2'i �� 26805 SQUARE FEETLn O I Lp, $p°3t'S2'E9�9. g2jg?rid � � a7 p 0 6 °�' fi ,7 ,fro o rn `o -n Lr) Ln > , I ' 317E I �i - I ° , w �z cn - - J Oofw , Lu J -6 U z� Ul)w- U U , azwlz-� CL w < ww �JrY z�f-- � O , O LL lL LL - O I SET �/8"JRON ROD 39CAP SET 518" IRON f - • • ROD & 3909 CAP f f-fii`f •1-C--A-H - fo �A l WOOD FENCE 68 232. -�' SHELL DRIVE -18"X24" CMP 15" CMP ro I -� o rI .•--'' ' DESCRIPTION (PREPARED BY SURVEYOR) OF A CONSERVATION AREA SITUATED I N TOP OF BANKs 89� oo .,5' SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY,400 4 FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: WETLAND 4 COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF BARBER STREET (A 80 -RIGHT OF WAY) AND THE EAST - 970► SQUARE FEET /' RIGHT OF WAY LINE OF BRISTOL STREET ( A 60' RIGHT OF WAY) . �/ ' THENCE N 00°31'44"W (BASIS OF BEARINGS) ALONG THE EAST f °- '�� / ' O RIGHT OF LINE OF SR89-40.37-ESTREET, ALONGDISTANCE SOUTHFLINE OF I M O �D �� z o° / PALM LAKES CLUB, AS RECORDED IN PLAT BOOK 14. PAGE 10 OF 66�' / THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. A DISTANCE OF 361.80 FEET TO THE POINT OF BEGINNING: THENCE s "per / 2 0 / CONTINUE S 89°40'37"E. A DISTANCE OF 369.79 FEET: I � E THENCE LEAVING SAID SOUTH LINE OF PALM LAKES CLUB, S 00000'38" W. A DISTANCE OF 124.34 FEET: THENCE N 77°58'17 E. A DISTANCE OF 9.24 FEET. THENCE S 12°01 43"E, A DISTANCE OF 77.82 FEET OVERHEAD LINES fi , . ,- *Az O / TO A POINT ON A NON -TANGENT CURVE. CONCAVE TO THE I Q� 9 / I s SOUTHEAST, THE RADIUS OF WHICH BEARS S 170 32 28" E, _;� , A DISTANCE OF 609.00 FEET: THENCE SOUTHWESTERLY ALONG Ln I CONSERVATION �� / THE ARC OF SA I D CURVE THRU A CENTRAL ANGLE OF 140 37'02 " , ' w TRACT I Y a / D 0� AN ARC DISTANCE OF 155.37 FEET TO A POINT OF REVERSE Z� F� CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST. THE ^f 7 I J s 9719.67 SO.FT.±/ �Qj� RADIUS OF WHICH BEARS N 32009'29' W, A DISTANCE OF 26.00 0.22 ACRES F BANK ' / / P G FEET: THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TOP o \ / THRU A CENTRAL ANGLE OF 42°55'05", AN ARC DISTANCE OF 19.48 �9i / i� / �� FEET: THENCE N 37"08 '42" E. A DISTANCE OF 72.29 FEET: THENCE o a o N F , /� N 52°51'18" W. A DISTANCE OF 350.48 FEET TO THE POINT OF 0 - / BEGINNING . °' ' ' Z PARK P LACE - PLAT I SAID PARCEL CONTAINING 1 . 198 ACRES MORE OR LESS. C4C-5 PLAT BOOK 1 4 , PAGE 95 ' L I 81 .69 199.60 / INORTH R\W LINE / r POINT OF BEGINNING - CURVE DELTA ANGLE RAD I US ARC TANGENT CHORD CHORD BEARING I RF4ATION " C i 680 00' 00' 200.00 237.36' 134.90' 223.68' S 33° 46' 47' W _ CONSERVATION AREA 102.._._._• - C 2 20 14 ' 4 3" 3608.37' 14 1 .4 0' 70.71' 141.39' S 66"39'26-W BENCHMARK #1 LINE BEARING DISTANCE C 3 23°58'55" 476.87' 199.60' 101.28' 198.15' S 77031'31"W IL I S 89030'59"W 70.19' C 4 9048'53" 476.87' 81.69' 40.94' 81.59' S 84036'34"W t----+ L 2 N 89° 18'21 "E 10.99'M C 5 14° 37'02" 609.00' 155.37' 78.1 1 ' 154.95' S 65009'01"W L 2 N 89018'21"E 10.92'D L 3 N 77058'17"E 9.24' C 6 42°55'05" 26.00' 19.48' 10.22' 19.02' S 79°18'03`W L 4 S 12001'43"E 77.82' L 5 N 37008'42"E 72.29' REVISIONS BY I. REVISE CT -2 6-05-06 CHB / W c� 0 \J C) W Z - LL_ Q Q rill, W U 0 0 n 0 0 I- LL c� W W Q n- � W Q z 0 / o � O 0 N h7 Lu � _j Wa a LL Q � Z a 0 -� -rU cx rn w O M m w rn0 • oo'o w C M > .G � r x Q a z w lfl N 00 - � 00 oo - a w to Q tito 0 0n Q: QL N N % DRAWN 1 DMJ CHECKED DMJ DATE 2-16-04 SCALE I" - 50' JOB N0. 2004-004 SHEET 2 J \,OF 4 SHEETS/ N LINE SE 1/4 OF SE 1I SET PK NAIL S 89°18'21" & 3909 CAP 1324.74' FOUND NAIL PAVEMENT 0.20' NORTH 9 00N POB LL, LJ 130.00' o o 0 C> r-> � PO Z rn _ o w SE CORNER > lw a SECTION 20 u M w ° V)�o o _Lo o in 00 0 0 00 Z: Z: SET �/8"JRON ROD 39CAP SET 518" IRON f - • • ROD & 3909 CAP f f-fii`f •1-C--A-H - fo �A l WOOD FENCE 68 232. -�' SHELL DRIVE -18"X24" CMP 15" CMP ro I -� o rI .•--'' ' DESCRIPTION (PREPARED BY SURVEYOR) OF A CONSERVATION AREA SITUATED I N TOP OF BANKs 89� oo .,5' SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY,400 4 FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: WETLAND 4 COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF BARBER STREET (A 80 -RIGHT OF WAY) AND THE EAST - 970► SQUARE FEET /' RIGHT OF WAY LINE OF BRISTOL STREET ( A 60' RIGHT OF WAY) . �/ ' THENCE N 00°31'44"W (BASIS OF BEARINGS) ALONG THE EAST f °- '�� / ' O RIGHT OF LINE OF SR89-40.37-ESTREET, ALONGDISTANCE SOUTHFLINE OF I M O �D �� z o° / PALM LAKES CLUB, AS RECORDED IN PLAT BOOK 14. PAGE 10 OF 66�' / THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. A DISTANCE OF 361.80 FEET TO THE POINT OF BEGINNING: THENCE s "per / 2 0 / CONTINUE S 89°40'37"E. A DISTANCE OF 369.79 FEET: I � E THENCE LEAVING SAID SOUTH LINE OF PALM LAKES CLUB, S 00000'38" W. A DISTANCE OF 124.34 FEET: THENCE N 77°58'17 E. A DISTANCE OF 9.24 FEET. THENCE S 12°01 43"E, A DISTANCE OF 77.82 FEET OVERHEAD LINES fi , . ,- *Az O / TO A POINT ON A NON -TANGENT CURVE. CONCAVE TO THE I Q� 9 / I s SOUTHEAST, THE RADIUS OF WHICH BEARS S 170 32 28" E, _;� , A DISTANCE OF 609.00 FEET: THENCE SOUTHWESTERLY ALONG Ln I CONSERVATION �� / THE ARC OF SA I D CURVE THRU A CENTRAL ANGLE OF 140 37'02 " , ' w TRACT I Y a / D 0� AN ARC DISTANCE OF 155.37 FEET TO A POINT OF REVERSE Z� F� CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST. THE ^f 7 I J s 9719.67 SO.FT.±/ �Qj� RADIUS OF WHICH BEARS N 32009'29' W, A DISTANCE OF 26.00 0.22 ACRES F BANK ' / / P G FEET: THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TOP o \ / THRU A CENTRAL ANGLE OF 42°55'05", AN ARC DISTANCE OF 19.48 �9i / i� / �� FEET: THENCE N 37"08 '42" E. A DISTANCE OF 72.29 FEET: THENCE o a o N F , /� N 52°51'18" W. A DISTANCE OF 350.48 FEET TO THE POINT OF 0 - / BEGINNING . °' ' ' Z PARK P LACE - PLAT I SAID PARCEL CONTAINING 1 . 198 ACRES MORE OR LESS. C4C-5 PLAT BOOK 1 4 , PAGE 95 ' L I 81 .69 199.60 / INORTH R\W LINE / r POINT OF BEGINNING - CURVE DELTA ANGLE RAD I US ARC TANGENT CHORD CHORD BEARING I RF4ATION " C i 680 00' 00' 200.00 237.36' 134.90' 223.68' S 33° 46' 47' W _ CONSERVATION AREA 102.._._._• - C 2 20 14 ' 4 3" 3608.37' 14 1 .4 0' 70.71' 141.39' S 66"39'26-W BENCHMARK #1 LINE BEARING DISTANCE C 3 23°58'55" 476.87' 199.60' 101.28' 198.15' S 77031'31"W IL I S 89030'59"W 70.19' C 4 9048'53" 476.87' 81.69' 40.94' 81.59' S 84036'34"W t----+ L 2 N 89° 18'21 "E 10.99'M C 5 14° 37'02" 609.00' 155.37' 78.1 1 ' 154.95' S 65009'01"W L 2 N 89018'21"E 10.92'D L 3 N 77058'17"E 9.24' C 6 42°55'05" 26.00' 19.48' 10.22' 19.02' S 79°18'03`W L 4 S 12001'43"E 77.82' L 5 N 37008'42"E 72.29' REVISIONS BY I. REVISE CT -2 6-05-06 CHB / W c� 0 \J C) W Z - LL_ Q Q rill, W U 0 0 n 0 0 I- LL c� W W Q n- � W Q z 0 / o � O 0 N h7 Lu � _j Wa a LL Q � Z a 0 -� -rU cx rn w O M m w rn0 • oo'o w C M > .G � r x Q a z w lfl N 00 - � 00 oo - a w to Q tito 0 0n Q: QL N N % DRAWN 1 DMJ CHECKED DMJ DATE 2-16-04 SCALE I" - 50' JOB N0. 2004-004 SHEET 2 J \,OF 4 SHEETS/ PROJECT w SITE IY w m a m PALM LAKE CLUB BARBER STREET NUMBER I TREE TYPE NUMBER TREE TYPE ( NUMBER TREE TYPE NUMBER TREE IYPE -PINE NUMBER TREE TYPE NUMBER TREE TYPE NUMBER TREE TYPE NUMB R 2 S 89°18'21-w " TREE TYPE 6'PINE TREE TYPE NUMBER 1071. TREE TYPE 6'PINE NUMBER 1137. 382. 12'PINE 574. 6'PINE 631. 14'PINE 698. 14 796. 10'PINE 869. 8'PINE 950. 8"PINE 1013. 6'PINE n POBCO 383. 12'PINE 575. 10'PINE 632. 10'PINE 699. 12'PINE 797. 8'PINE 870. 14'PINE 952. 8'PINE 1014. 16'PINE 1072. 10'PINE 1140. 10'PINE 384. 8'PINE 576. 10'PINE 633. 10'PINE 700, 12'PINE 800. 6- PINE 871, 6'PINE 953. 5'PINE 1015. 6'PINE 1073. 10'PINE 1141. DOUBLE $'PINE 385. 10 -PINE 577. 15'PINE 634. 8'PINE 712. 6' OAK 801. 8' PINE 872. 6'PINE 954. 6'PINE 1017. 10'PINE 1077. 12'PINE 1142. 14'PINE 386. 10'PINE 578. 14'PINE 635. IO'PINE 713. 20 -PINE 802. 16'PIME 873. 7'PINE 955, 6'PINE 1018. 6'PINE -PINE 1078. 6'PINE 1143. 12'PINE 388. 12'PINE 579, 8'PINE 636. 12'PINE 714. 24' TRIPLE PINE 803. 10'PINE 875. 7'PINE 956. 6'PINE -PINE 1019. 8 1079. 12'PINE 1144. 6'PINE 389. 12'PINE 580. 6'PINE 637. 15'PINE 715. 16'PINE 804. 6' PINE 876. 6'PINE 957. 6 1020. 6'PINE 1085. 8'PINE 1145. 10'PINE 391. 14'PINE 581. 6'PINE 639. 16'PINE 716. 7- OAK 805. 6' PINE -PINE 877. 6'PINE 960. 6'PINE 1022. 8'PINE 1086. 12'PINE 1146. IO'PINE 392. TWIN 24'PINE 586. DOUBLE 8 -PINE 640. 12'PINE 717. 15'PINE 806. 10 878. 10'PINE -PINE 961. 5'PINE 1023. 10'PINE 1087. 6'PINE 1147. IS'PINE 393. TWIN 20'PINE 587, 14'PINE 642. 10'PINE 718. 12'PINE 807. 10'PINE 906. 8 -PINE 962, 5'PINE 1024. 6'PINE 1088. 10'PINE 1148. 15'PINE 398, 10'PINE 588. 5'OAK 643, 7'PINE 719. 12'PINE 808. 5' PINE 907, 8 963. 8'PINE 1025. .10'PINE 1089. 8'PINE 1149. I3'PINE 400. TWIN 12'PINE 589, 5'OAK 644, 7'OAK 720. 14'PINE 809. 5' PINE 909. 6'PINE 964. 8'PINE 1026. 10'PINE 1093. 6'PINE 1151. 6'PINE 423, TWIN 14'P ME 590. 5'PINE 646. 12'PINE 721, 10'PINE 810, 16'PINE 910. TWIN 8'PINE 965. 60PINE 1027. 8'PINE 1094. 6'PINE 1152. 5'PINE 424. TWIN 5'PINE 591, 5'OAK 648, 7'PINE 722. 10'PINE 811. 20'PINE 911, 6'PINE 966. il'PINE 1028. 6'PINE 1095. 6'PINE 1153. 24'PINE ` 425. 15'PINE 592, 5'OAK 650, 14'PINE 723. 10'PINE 812. 7' PINE 912. 8'PINE -PINE 967, 24'PINE 1029. 10'PINE 1096. 15'PINE 1154. 6'PINE 426. 14'PINE 593. 6'OAK 654, 14'PINE 724. 14'PINE 813. 20'PINE 913. 8 -PINE 968, 6'PINE 1030. 6'PINE 1097, 6'PINE 1159. $'PINE 427, 8'PINE 594. 6'OAK 655. 10'PINE 725. 14'PINE 814. 6' PINE 917, 14 969, 22'PINE 1031. 6'PINE 1098. 10'PINE 1161. 12'Polm 431. 7'PINE 595. 7'OAK 656, DOUBLE 14 -PINE 726. 14'PINE 815. 6' PINE 918. 15'PINE 970. 6'PINE 1032. 6'PINE 1099. S PINE 1162. 6"PINE 432. 10'PINE 598. DOUBLE 24'PINE 659. 10'PINE 727. 8'PINE 816. 6' PINE 919. 10'PINE 972, DOUBLE 8'PINE 1033, 6'PINE 1100. IO'PINE 1164. 6'PINE 433. 6'PINE 599. 7 -OAK 660, 12'PINE 728. 12'PINE 817. 1V PINE 920. 10'PINE 976, 18'PINE 1034. 6'PINE 1101. 8'PINE 1165. 7'PINE 434, TWIN 12'PINE 600, 5'OAK 661. 10'PINE 729. 12'PINE 818, 18'PINE 921, 6'PINE 977. 10'PINE 1040. 12'PINE 1102. IO'PINE 1167, 8'PINE 435. 13'PINE 601. 6'OAK 662. 7'PINE 730. 7' PINE 835. 14'PIME 922. IS'PIME 978. 12'PIME 1041. 8'PINE 1103. 16'PINE 1168. 12'PINE 439. 8'PINE 602. 6'OAK 663. 10'PINE 732. 20'PINE 836. 6' PINE 923. 8'PINE 982. 8'PINE 1042. 8'PINE 1104. 12'PINE 1169. 6'PINE 440. 8 -PINE 603, 5 -OAK 664. 20'PINE 733. 7' PINE 837. 8' PINE 924. 5'PINE 986. 8'PfME 1043. 6'PINE 1105. 8'PINE 1170. 7'PINE 441. 8'PINE 604, 5'OAK 665. 16'PINE 734. 10'PINE 838. 8' PINE 925, 18'PINE 988. 8'PINE 1044. 6-PI14E 1106. 8'PINE 1171. 8'PINE 442. 10'PINE 605. 5' OAK CLUSTER 666. 18'PINE 735, 14'PINE 839. 8' PINE 926. 8'PINE 989. 8'PINE 1045. 6'PINE 1107. 8'PINE 1172. 6'PINE 443. 12'PINE 606. DOUBLE 14 -PINE 670. 15'PINE 736. 8' PINE 842. 6' PINE 927. 8'PINE 990. 8'PINE 1047. 6'PINE 1108. 10'PINE 1173. 6'PINE 444. 13'PINE 607. 10'PINE 671. 10 -PINE 737, 8' PINE 843. 6' PINE 928. 12'PINE 991. 10'PINE 1048. 8'PINE 1109. 14'PINE 1174, S PINE -PINE 445. 6'PINE 608. IS'PINE 672. 20'PINE 743. 7' PINE 844. 12"PINE 929. i4"PINE 992. 10'PINE 1049. 80PINE 1110. 6'PINE 1175. 5 446. 7'PINE 610. 7 -PINE 673. 7'PINE 744. 7' PINE 845. 8' PINE 930. 16'TWIN PINE 993. 12'PINE 1050. 8'PINE 1111. 6'PINE 1176. 6'PINE 447. 8'PINE 611. IO'PINE 674, 14 -PINE 749. 16'PINE 846. 8' PINE -PINE 931. 6'PINE 994. 15'PINE 1051. 10'PINE -PINE 1118. 6'PINE 1178. 8"PINE 448. TRIPLE 12'PINE 612. 4- CLUSTER12-PINE 676. 9'PINE 750. 16'PINE 848. 10 932. 8'PINE 995. 8'OAK -PINE 1052. 8 1119. 6'PINE 1179. 6'PINE 613. 7 -PINE 677, 12'PINE 758. 7' PINE 849. TWIN 24'P INE 933. 6'PINE 996. 6 1053. 6'PINE 1120. 6'PINE 1180. 5'PINE I 449. 5'PINE PINE 759 12'PINE 850. 18'PINE 934. 6'PINE 997 10'PINE 1054 6'PINE 1121 6'PINE 1181 6'PINE S O 450. 1O'PINE 614• 2 678. 12 PINE 851. 14'PINE 935. 6 -PINE 998. 6 -PINE 1055. 12'PINE 1122. 6'PINE 1182. 6'PINE \/� 451. 60PINE 615. 5'OAK 679. 1O'PIME 760. 14'PINE LOCATION IVI A P 452. 10'PINE 616. 10"PINE 680. 7 -PINE 764. PINE 852. 8: PINE 936. 5'PIME 999. 10'PINE 1056. 18'PINE 1123. 6'PINE 1183. 6'PINE 559. 6'PINE 617. 10'PINE 681. 8'PINE 774. 6 PINE 853. 6 PINE 937. 5'PINE 1000. 6'PiNE 1057. 8'PINE 1124. 12'PlNE 1184, 6'PINE 560. 6'PINE 619. 12 -PINE 683. 1O'PIME 775. 6' PINE 854. 10'PINE 938. 5'PINE 1001. 10'PINE 1058. 8'PtN£ 1125. 6'PINE 1185, 5'PINE 561. 12'PINE 620. 12'PINE 684. 12'PINE 776. 1O'PINE 856. 22'PIME 939. 6'PINE 1002. 16 -PINE 1060. 10 -PINE 1126. 12'PINE 1186. 5'PINE 562. 12'PINE 621. 12'PINE 685. 7 -PINE 777. 8- PINE 859. VP I ME 941. 7'PINE 1003. 12'PINE 1061. 8"PINE 1127. 6'PINE 1187. 5'PINE 563. DOUBLE 10'PINE 622. 10 -PINE 686. VP I ME 778. 15' OAK 860. 5'OAK 942. 16'PINE 1005. 8-PIME 1062. 6'PINE 1128. 5'PINE 1188. 16'PIME 565. 14'PINE 623. 10'PINE 687. VP I ME 779. 8- PINE 861. 6 -PINE 943. 15'PINE 1006. 6 -PINE 1063. 6"PINE 1129. 5'PINE 1189. 5"PINE 566. 10'PINE 624. 7-PIME 688. DOUBLE 10'PINE 780. 8' PINE 862. 10 -PINE 944. 11'PIME 1007. 10'PINE 1064. 6'PIME 1130. 13'PINE 1191. 8'PINE 567. 10 -PINE 625. 16'PINE 689, VP I ME 781. 8PINE 863. 7'PINE 945, 13'PINE 1008. 8'PINE 1065. 1O'PINE 1131. 8 -PINE 1192. 5'PINE 568. 17'PINE 627. 1O'PINE 690. 10 -PINE 782. 6' PINE 864. 6'PINE 946. IO'PINE 1009. 8'PIME 1067. 6'PINE 1132. 10'PINE 1193. 6 -PINE 571. 6'PINE 628. 11'PINE 695. 14'PINE 783. 6' PINE 865. 8'PINE 947. TWIN 18'PINE 1010. 6'PINE 1068. 10-PIME 1133. 8'PINE 1194. 5'PINE 572. 8'PIME 629. 10'PINE 696. 1O'PINE 784. 8' PINE 866. 6 -PINE 948. 20'PINE 1011. 6'PINE 1069. 6-PIME 1134. 8 -PINE 1195. 6'PINE 573. I6'PINE 630. 12'PIME 697. 12'PIME' 795, 1O'PINE 867. 6'PINE 949. 7'PINE 1012. 6'PIME 1070. 6'PIME 1136. 6'PINE 1196. 8 -PINE 1197. 16'PINE 1198. 18'PINE o/ PALM LAKE CLUB - PHASE II PLAT BOOK 1 4. PAGE 10 EDGE OF PAVEMENT -BENCHMARK #2 TREASURE CIRCLE - 60' RIGHT OF WAY + r I 0 -I Os ko I 0•�-1 5" R C P \SETJ/8-JRON ROD 390CAP S 89040'37"E 1332.37•M LINE HELD 30.00 FEET SET S/8" IRON Sq 89 36'27"E 1332.95'D SOUTH OF PLAT PCPS TOP OF BANK --- ROD & 3909 CAP / �OV ER AD L I N +737 716 +442 1440 389 f-i't`P'1 C-hhE) i + OAK HAMMOCK + +734 +441. +435 +391 r I +1 19 +795 796 WETLAND 2 *735 +717 800 97 7219 SQUARE FEET +743 715 443 +388 +382 II 7 + 784+ 783 733 + + + 801 + + + 744 + 4 i I 802+ 77 77 +79 + 764 + 732 + 714 + 588 + 431 426+425 393 O 1 1 WETLAND 3 803-1-+ 05 781+78 434+ + + + 392 383 / (i95� .,_1 194 804+ 777 713 33 +448 + Q-4 4343 SQUARE FEFjo +806 +759 + 446 +449 } 807 + 59 +444 ++447 451 423 + 41191 814+ 809+4808+ 8351189 1188 + 712 +594 ++187+ 760 50 +445 +4506 I5" CM 8 1179 815 #811381I + 758+7749 598 +593 +452 + WOOD FENCE O 1 2 + + + + 719 71 7�1 592 589 55q r1 11113, + 816 ++#' S9 I + 580++ 5 1 577 } + 560 WETLANDI +398 +384 Oo 729 +26805 SQUARE FEET 3851175 + 720 578 -N 576 561 + + 575fll I1 1148 +727 +723+599 { 587 +590 579++ +62+563 68' / m , 1149+ +-11+ 817 + 730 678 728 +726 + + 565 .400 15- CM -I 15 If 1171 114'8 I $ +680 + + + 725 724 600 + I 115 689 688 79 + + + 586 + 568 566 ' + 1146 ++ + 676 67 567 S U B J E C T A / 3 1153 -x-687 681 677 -� O } 1 154 +1 145 + 1144 +6fi8�683 +670 +698 +601 +571 S 6� / +1143 + + 60 603 PARCEL I + +684 +666 + 604 5 p2574 SURVEYOR'S NOTES: 1 + 672 + Q 665 SHELL DRIVE 1 142 673 696 700 / 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET o 0)+ + I i 18 +690 $674 695+�.+697 699+1- +60+7606 / AND DECIMAL PARTS THEREOF. 1 1 1 19 !k� / ' 18"X24- CMP 2. THE WEST LINE OF THE SUBJECT PARCEL BEARS N 00°31'44"W N 0) 0 + 1120 +913 ++663 660 664++659 662 +608 +605 `G2 AND ALL OTHER BEARINGS ARE RELATIVE THERETO. Ln In 925 -1- 912 + 655 + 661+ 6 i 0 // 3. BENCH MARK #1 - TOP OF PK NAIL IN THE CENTERLINE OF BRISTOL D 1 +} II 22 + 917 650 +61 1 / ' STREET 25 FEET NORTH OF THE CENTERLINE OF BARBER STREET -< + + 656 15" CMP ELEVATION 24.84 NATIONAL GEODETIC VERTICAL DATUM. 1929 I +918 856 612 ' + + + 854 + / ADJUSTMENT. 3F141 1140 924 648 654 614 613 ++ + 853 + + + / � 9 f 9 + E L E V - ELEVATION BENCH MARK #2 - TOP OF PK NAIL IN THE CENTERLINE OF BRISTOL NT d' 1134 922 923 + 911 646 STREET 695.5 FEET NORTH OF THE CENTERLINE OF BARBER STREET d" � A + + + + 616 615 / ' r I _.. + I I j 132 + 1 123 TOP OF BANK V+9 /� .. 910 } 628 +61 7 + MEA S - MEASURE D ELEVATION 24.50 NATIONAL GEODETIC VERTICAL DATUM. 1929 I 1,0 M + + 1131 + 1124 90 +852851 +850 +64633 +629 627 620'E/P - EDGE OF PAVEMENT ADJUSTMENT. 0 oO 992 + 1 125 +92 + 849 + 663 I + 62 f+ 624 + 619 / ' TOB = T 0 P OF BANK F4. THE IELD BYOTHER WETLAND LOCATIONS SHOWN HEREON WERE FLAGGED IN THE 00 + +988+991 1129+1126 632+ +993 +994 989+996F+1130 $1128 62 622++623 �� C/O - CLEAN-OUT ELEC = ELECTRIC z 136 1127 9264+ 27 +906 1848 839 637+ 635 995 +846 + 639+ 636 634 /' i RFWCD INDIAN RIVER FARMS ' + +996 +986 WETLAND 4 s7a 640+ e 3 / - WATER CONTROL DISTRICT 1159 + + „ CMP - CORRUGATED METAL PIPE r0 I + 997+++9000 9701 SQUARE FEET 844+4 +842 838 +642 / RCP - REINFORCED CONCRETE PIPE ®� WELL LEGEND: M - MEASURED ® CATCH BASIN 0 ' 999 982 F$77 645E +837 �� / D DESCRIPTION _ + 1137 100f + 1002 + +861 859 +836 666 ' / POB - POINT OF BEGINNING `Y HYDRANT I +932 + A"W / ' POC - POINT OF COMMENCEMENT o IRON PIPE I 1161 1079 972+ / +86 86 4 +860 0 �2 6 /' PRM - PERMANENT REFERENCE MONUMENT • IRON ROD AS NOTED (2 WATER VALVE 6 1162 + 933.}.. +931 876 ++8 6 - +1086 + 863 5 �/ PCP - PERMANENT CONTROL POINT pT TELEPHONE PEDESTAL FIBER OPTIC MARKER 867 cj PC POINT OF CURVATURE 1164 + 1085 +976 +930 �9 8 . / +866 - / 0 PT - POINT OF TANGENCY O ELECTRIC BOX CONCRETE MONUMENT + +1087 + 1072 1078 + 9.29 + - r 1100++ 1088 1073+ 107 rt` -1077 +934 \ G� PI POINT OF INTERSECTION OO SANITARY MANHOLE Com- BLOWOFF O I 1099 MP +869870 R /W = RIGHT OF WAY I to 1 8 + +o+i S *'106 1065 365 +937 \ + - CENTERLINE ® IRRIGATION VALVE WATER METER 0 POWER POLE 102 + 10966+1097 +1064 03 + 952 938 TRAFFIC SIGN Ln I +++I 104++1 105 1063 + 9+78 7 + + 873+ +871 1106 I 1103 1108+ +1 107 +III i 1062 +939 +\91 �950+ 5+ 0 / ' I+ 1 165 1 10+ 1 1 10 } 1061 95* +953 943*9 2 +949+948 10 06 r 100 / PARK PLACE PLAT 1 I1 .}.10571053 +I 024, 01 060 957 } 'x' 966 TOP OF BANK +94+946 t+ 1005 / + 1058 105 .05+1 22 ' 8 1015 9 6 +}. +967 + 44 + - PLAT BOOK 1 4 , PAGE 95 r- I + 1056 +1023+ 1027 1019 + 960.H..96+1 ++ O I + 1055 1026 + 1020 +969 962 +9635 1051 + +• 1028 + 102+ 1013+ 1014+970 \964 11009 1 + 1029+1031 � 1049 + + 1011 / i ji 047+ 1048 t 1 50 1034 1030 + 1012 + 1010 0 1 1043 1041 ++ 1033 `99 .60. 10441 1042 I 045 c� I BENCHMARK #1 , LINE BEARING DISTANCE 1 0 -----+vi L I S 89° 30' 59'W 70.19' I L 2 N 89°18'21"E 10.99'M L 2 N 89018'21'E 10.92'D 1 I CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 68000'00' 200.00' 237.36' 134.90 223.68' S 33°46'47'W C 2 2°14'43' 3608.37' 141.40' 70.71' 141.39' S 66°39'26'W C 3 23058'55' 476.87' 199.60' 101.28' 198.15' S 77°31'31'W / REVISIONS BY N LINE SE 1/4 OF SE I/ W SET PK & 3909 NAIL CAP 2 S 89°18'21-w " 1324.74 d .0 FOUND NAIL PAVEMENTS 0.20' NORTH W ' n POBCO Q N W I 0 0 n Y Z 0 0 W -o � W DEW , Q In -zs z u I 130.00' o r� Cold- 1 o -IUU t 0 � N O O zz� I � P o Z CL �a I o _ o w SE CORNERI>U 4 M M r�) ISECTION 20 n I ZWWF- O I.I_ o �3:: W o I M 0 O O lf1 00 O O O O Z Z \SETJ/8-JRON ROD 390CAP S 89040'37"E 1332.37•M LINE HELD 30.00 FEET SET S/8" IRON Sq 89 36'27"E 1332.95'D SOUTH OF PLAT PCPS TOP OF BANK --- ROD & 3909 CAP / �OV ER AD L I N +737 716 +442 1440 389 f-i't`P'1 C-hhE) i + OAK HAMMOCK + +734 +441. +435 +391 r I +1 19 +795 796 WETLAND 2 *735 +717 800 97 7219 SQUARE FEET +743 715 443 +388 +382 II 7 + 784+ 783 733 + + + 801 + + + 744 + 4 i I 802+ 77 77 +79 + 764 + 732 + 714 + 588 + 431 426+425 393 O 1 1 WETLAND 3 803-1-+ 05 781+78 434+ + + + 392 383 / (i95� .,_1 194 804+ 777 713 33 +448 + Q-4 4343 SQUARE FEFjo +806 +759 + 446 +449 } 807 + 59 +444 ++447 451 423 + 41191 814+ 809+4808+ 8351189 1188 + 712 +594 ++187+ 760 50 +445 +4506 I5" CM 8 1179 815 #811381I + 758+7749 598 +593 +452 + WOOD FENCE O 1 2 + + + + 719 71 7�1 592 589 55q r1 11113, + 816 ++#' S9 I + 580++ 5 1 577 } + 560 WETLANDI +398 +384 Oo 729 +26805 SQUARE FEET 3851175 + 720 578 -N 576 561 + + 575fll I1 1148 +727 +723+599 { 587 +590 579++ +62+563 68' / m , 1149+ +-11+ 817 + 730 678 728 +726 + + 565 .400 15- CM -I 15 If 1171 114'8 I $ +680 + + + 725 724 600 + I 115 689 688 79 + + + 586 + 568 566 ' + 1146 ++ + 676 67 567 S U B J E C T A / 3 1153 -x-687 681 677 -� O } 1 154 +1 145 + 1144 +6fi8�683 +670 +698 +601 +571 S 6� / +1143 + + 60 603 PARCEL I + +684 +666 + 604 5 p2574 SURVEYOR'S NOTES: 1 + 672 + Q 665 SHELL DRIVE 1 142 673 696 700 / 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET o 0)+ + I i 18 +690 $674 695+�.+697 699+1- +60+7606 / AND DECIMAL PARTS THEREOF. 1 1 1 19 !k� / ' 18"X24- CMP 2. THE WEST LINE OF THE SUBJECT PARCEL BEARS N 00°31'44"W N 0) 0 + 1120 +913 ++663 660 664++659 662 +608 +605 `G2 AND ALL OTHER BEARINGS ARE RELATIVE THERETO. Ln In 925 -1- 912 + 655 + 661+ 6 i 0 // 3. BENCH MARK #1 - TOP OF PK NAIL IN THE CENTERLINE OF BRISTOL D 1 +} II 22 + 917 650 +61 1 / ' STREET 25 FEET NORTH OF THE CENTERLINE OF BARBER STREET -< + + 656 15" CMP ELEVATION 24.84 NATIONAL GEODETIC VERTICAL DATUM. 1929 I +918 856 612 ' + + + 854 + / ADJUSTMENT. 3F141 1140 924 648 654 614 613 ++ + 853 + + + / � 9 f 9 + E L E V - ELEVATION BENCH MARK #2 - TOP OF PK NAIL IN THE CENTERLINE OF BRISTOL NT d' 1134 922 923 + 911 646 STREET 695.5 FEET NORTH OF THE CENTERLINE OF BARBER STREET d" � A + + + + 616 615 / ' r I _.. + I I j 132 + 1 123 TOP OF BANK V+9 /� .. 910 } 628 +61 7 + MEA S - MEASURE D ELEVATION 24.50 NATIONAL GEODETIC VERTICAL DATUM. 1929 I 1,0 M + + 1131 + 1124 90 +852851 +850 +64633 +629 627 620'E/P - EDGE OF PAVEMENT ADJUSTMENT. 0 oO 992 + 1 125 +92 + 849 + 663 I + 62 f+ 624 + 619 / ' TOB = T 0 P OF BANK F4. THE IELD BYOTHER WETLAND LOCATIONS SHOWN HEREON WERE FLAGGED IN THE 00 + +988+991 1129+1126 632+ +993 +994 989+996F+1130 $1128 62 622++623 �� C/O - CLEAN-OUT ELEC = ELECTRIC z 136 1127 9264+ 27 +906 1848 839 637+ 635 995 +846 + 639+ 636 634 /' i RFWCD INDIAN RIVER FARMS ' + +996 +986 WETLAND 4 s7a 640+ e 3 / - WATER CONTROL DISTRICT 1159 + + „ CMP - CORRUGATED METAL PIPE r0 I + 997+++9000 9701 SQUARE FEET 844+4 +842 838 +642 / RCP - REINFORCED CONCRETE PIPE ®� WELL LEGEND: M - MEASURED ® CATCH BASIN 0 ' 999 982 F$77 645E +837 �� / D DESCRIPTION _ + 1137 100f + 1002 + +861 859 +836 666 ' / POB - POINT OF BEGINNING `Y HYDRANT I +932 + A"W / ' POC - POINT OF COMMENCEMENT o IRON PIPE I 1161 1079 972+ / +86 86 4 +860 0 �2 6 /' PRM - PERMANENT REFERENCE MONUMENT • IRON ROD AS NOTED (2 WATER VALVE 6 1162 + 933.}.. +931 876 ++8 6 - +1086 + 863 5 �/ PCP - PERMANENT CONTROL POINT pT TELEPHONE PEDESTAL FIBER OPTIC MARKER 867 cj PC POINT OF CURVATURE 1164 + 1085 +976 +930 �9 8 . / +866 - / 0 PT - POINT OF TANGENCY O ELECTRIC BOX CONCRETE MONUMENT + +1087 + 1072 1078 + 9.29 + - r 1100++ 1088 1073+ 107 rt` -1077 +934 \ G� PI POINT OF INTERSECTION OO SANITARY MANHOLE Com- BLOWOFF O I 1099 MP +869870 R /W = RIGHT OF WAY I to 1 8 + +o+i S *'106 1065 365 +937 \ + - CENTERLINE ® IRRIGATION VALVE WATER METER 0 POWER POLE 102 + 10966+1097 +1064 03 + 952 938 TRAFFIC SIGN Ln I +++I 104++1 105 1063 + 9+78 7 + + 873+ +871 1106 I 1103 1108+ +1 107 +III i 1062 +939 +\91 �950+ 5+ 0 / ' I+ 1 165 1 10+ 1 1 10 } 1061 95* +953 943*9 2 +949+948 10 06 r 100 / PARK PLACE PLAT 1 I1 .}.10571053 +I 024, 01 060 957 } 'x' 966 TOP OF BANK +94+946 t+ 1005 / + 1058 105 .05+1 22 ' 8 1015 9 6 +}. +967 + 44 + - PLAT BOOK 1 4 , PAGE 95 r- I + 1056 +1023+ 1027 1019 + 960.H..96+1 ++ O I + 1055 1026 + 1020 +969 962 +9635 1051 + +• 1028 + 102+ 1013+ 1014+970 \964 11009 1 + 1029+1031 � 1049 + + 1011 / i ji 047+ 1048 t 1 50 1034 1030 + 1012 + 1010 0 1 1043 1041 ++ 1033 `99 .60. 10441 1042 I 045 c� I BENCHMARK #1 , LINE BEARING DISTANCE 1 0 -----+vi L I S 89° 30' 59'W 70.19' I L 2 N 89°18'21"E 10.99'M L 2 N 89018'21'E 10.92'D 1 I CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 68000'00' 200.00' 237.36' 134.90 223.68' S 33°46'47'W C 2 2°14'43' 3608.37' 141.40' 70.71' 141.39' S 66°39'26'W C 3 23058'55' 476.87' 199.60' 101.28' 198.15' S 77°31'31'W / REVISIONS BY Q� W C LL O DRAWN DMJ CHECKED DMJ DATE 2-.16-04 SCALE I" - 50' JOB NO. 2004-004 SHEET 3 J 4 SHEETS W .0 U W Z n V- Q U � 0 0 n 0 0 � W ry Q n CIL' W n- < 0 W / o Q� W C LL O DRAWN DMJ CHECKED DMJ DATE 2-.16-04 SCALE I" - 50' JOB NO. 2004-004 SHEET 3 J 4 SHEETS FAM PROJECT w SITE N PALM LAKE CLUB 1 BARBER STREET LOCATION MAP I Cw of w m Q m u 0 �J BENCHMARK #2 C) I I - I -OVER AD LIN i r IO � I 0 , I _-WETLAND 3 4343 SQUARE FEET c X , o r r i O cn I m m , I 3 0 � o -OI 2 -'o N rn O co n I ", "' (3)D i 0 c. 0 I C.O w z z r I0 I r I O Ul I r , O I I I O I I - I , ' CURVE DELTA ANGLE C 1 68°00'00" C 2 2° 14'43' C 3 23° 58 55" LEGAL DESCRIPTION UTILITY EASEMENT #I. OFFICIAL RECORD BOOK 836. PAGE 1237. PUBLIC RECORDS INDIAN RIVER COUNTY. FLORIDA: LEGAL DESCRIPTION UTILITY EASEMENT #2. OFFICIAL RECORD BOOK 859. A CURVE TO THE PAGE 1329. PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA: L 1 CENTERLINE DESCRIPTION OF A PROPOSED 10 FOOT EASEMENT LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEING A PART DESCRIPTION OF A 20 FOOT UTILITY EASEMENT LYING IN THE SOUTHEAST I/4 OF GOVERNMENT LOT #3. SECTION 21. TOWNSHIP 31 SOUTH. RANGE 39 OF SECTION 20. TOWNSHIP 31 SOUTH. RANGE 39 EAST, BEING MORE PARTICULARLY EAST AND A PART OF THE SOUTHEAST OF SECTION 20. TOWNSHIP 31 DESCRIBED AS FOLLOWS: OF 342.08 SOUTH. RANGE 39 EAST. INDIAN RIVER COUNTY, FLORIDA: BEING MORE 33" WEST. 90.00 FULLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH 3/4 OF THE SOUTHWEST 1324 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 20. THENCE SOUTH 90°00'00" WEST ��II COMMENCING AT THE INTERSECTION OF THE WEST RIGHT-OF-WAY LINE ALONG THE NORTH LINE OF THE SOUTH 3/4 OF THE SOUTHWEST 1/4 OF THE IV OF U.S. HIGHWAY #1 AND THE NORTH LINE OF THE SOUTH 550 FEET OF SOUTHEAST 1/4 274.00 FEET TO THE POINT OF BEGINNING OF A 20 FOOT UTILITY GOVERNMENT LOT #3. SECTION 21. TOWNSHIP 31 SOUTH. RANGE 39 EAST: EASEMENT LYING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED -WEST. LINE, THENCE NORTH 26000" WEST (ASSUMED BEARING) ALONG SAID RIGHT-OF-WAY THENCE SOUTH 00°00 00 130 FEET TO A POINT, Q. w EASEMENT LINE. 108.00 FEET TO THE POINT OF BEGINNING: THENCE SOUTH 83°52 10" THENCE SOUTH 60°49.50" EAST 47.61 FEET TO THE POINT OF TERMINUS. WEST. 196.00 FEET. THENCE NORTH 85016 05" WEST. 111.45 FEET: THENCE IT IS THE INTENT THAT THE SIDE LINES OF SAID EASEMENT ARE TO BE NORTH 68017 35" WEST. 180.45 FEET. THENCE SOUTH 89056 52'• WEST. LENGTHENED OR SHORTENED TO TERMINATE AT A POINT PERPENDICULAR DELTA ANGLE RADIUS 378.28 FEET: THENCE SOUTH 85007 10" WEST, 104.20 FEET. THENCE SOUTH TO THE POINT OF TERMINUS. ALL OF THE ABOVE LYING AND BEING IN 63047 50" WEST. 357.78 FEET: THENCE ALONG A CURVE TO THE LEFT HAVING INDIAN RIVER COUNTY. FLORIDA. A DELTA OF 64°05 17". A RADIUS OF 370 FEET. AN ARC LENGTH OF 413.86 FEET: o 64005'17" 370.00' I" - 50' THENCE SOUTH 0 17 27 EAST. 400 FEET: THENCE ALONG A CURVE TO THE 1 L 1 RIGHT HAVING A DELTA OF 70°00" A RADIUS OF 280.00 FEET. AN ARC LENGTH -M'0 OF 342.08 FEET: THENCE SOUTH 69°42 33" WEST. 90.00 FEET: THENCE NORTH L 2 1324 20°17 27" WEST. 40.00 FEET TO THE TERMINUS OF SAID CENTERLINE. SUBJECT ` co TO ALL EASEMENTS AND RIGHTS OF WAY OF RECORD. VEHICULAR. in Q. w EASEMENT CURVE AND LINE TABLE PEDESTRIAN �' & UT I L I TY CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING wl ,�, c a_ C 1 64005'17" 370.00' 413.86' 231.60' 392.62' S 31°30'15"W PALM LAKE CLUB - PHASE 11 C 2 70 00'00" 280.00' 342.08' 196.06' 321.20' S 34°27'37"W - -es Z_jI LINE BEARING DISTANCE cn (n' I r` PLAT BOOK 14, PAGE 10 L I N 20°32'23"W 40.00' -IUU L I N 20°17'27"W DEED O Q Z W N TREASURE CIRCLE - 60' RIGHT OF WAY L 2 S 60030'27-E 47.61' IO Z �- - 0 w L 2 S 60°49'50-E DEED w w 0 It I t') �\ Q 8 O OO WETLAND 2 7219 SQUARE FEET z TOP OF BANKV.. /'� • - S 89°40'37"E 1332.37'M S 89°36'27"E 1332.95'D .. .. .. .. .. LINE HELD 30.00 FEET SOUTH OF PLAT PCPS TOP OF BANK SET 5/8" IRON , 11* EDGE OF PAVEMENT ROD & 3909 CAP OO POB #2 Quo ww �o ro0. .) NO p ro ( O�100 - ° ° 00 oI0 U) 1 5 " CM 15" CM \ ,UBJECT DARCEL 61. A6' NE CORNER OF 33/4 OF SW 1/4 OF SEI/4 RCP 3�SECTION 20 POC #2�. 274.00' -,-----N 89040'37"W MEAS S 90°00'00"W DEED------- CENTERLINE EED- CENTERLINE 20'UTILITY EASEMENT J �j WOOD FENCE- / •'�/ � CENTERLINE 10' WIDE UTILITY EASEMENT �� W MSPS/i r 56969 00 SHELL DRIVE 18"X24" CMP 15" CMP WEDEEUT i LETYO . EASEMENT 85°07'10"W DEED S 89056'52"W DEED ti ��O S 84°52'14"W MEAS S 89 4156 W MEAS O S -- 378.28' V�83,35W 104.20 " LEGEND: P.O.B.- POINT OF BEGINNING P.O.C.- POINT OF COMMENCEMENT P.R.M.- PERMANENT REFERENCE MONUMENT P.C.P.- PERMANENT CONTROL POINT P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.I. - POINT OF INTERSECTION R/W - RIGHT OF WAY - CENTERLINE MEAS & M - MEASURED DEED & D - DEED ORB - OFFICIAL RECORD BOOK PG - PAGE 6�0 X25 j q5 ,�S N 85016'05"W DEED S 83°52'10'W DEED P 0 B # ��S �' �5� N 85°31'01"W MEAS 8303714"W EAS - III . 4 5 ' �`g 6 .00 • N\ lb ./o o o. I0'•'f4 N LINE OF S 550' GOVERNMENT LOT 3 SECTION 21-31-39 - PLAT I AS SHOWN ON THE PLAT OF BARBER STREET REALIGNMENT RECORDED IN PLAT BOOK 14, PAGE 97. PUBLIC RECORDS 4, PAGE 95 OF INDIAN RIVER COUNTY. FLORIDA. • oma' Lu ww o� POC #I 0 LINE BEARING DISTANCE cv 1 L 1 S 89°30'59'W 70.19' N N LINE SE 1/4 OF SE 1/ -M'0 L 2 SET PK NAIL 2 & 3909 CAP S 890 1 8' 21 0 v MATCH LINE "A" 0 'o L 2 1324 .. 74 FOUND NAIL I ` co 0.20'., NORTH 134 90' O S 33°46'47'W VEHICULAR. in Q. w o co PEDESTRIAN �' & UT I L I TY 35' - EASEMENT wl ,�, c a_ ,Cz I ORB 730. PG 2087: w w Ii.27� oo LJ ,n ��w , 00, - -es Z_jI 130.00' a cn (n' I r` ( I M u') W- -IUU O Q Z W N � Z-ct� :D�� I O n IO Z ' "' ' a - 0 w a w w 0 It I t') to I 8 O _j _ MATCH LINE A" � N LL, 0 CENTERLINE 10' 3:: w - cro I WIDE UTILITY 0 0- EASEMENT "_' ° 0 ww oU) 00 00 00 zz SET 5/8" IRON , 11* EDGE OF PAVEMENT ROD & 3909 CAP OO POB #2 Quo ww �o ro0. .) NO p ro ( O�100 - ° ° 00 oI0 U) 1 5 " CM 15" CM \ ,UBJECT DARCEL 61. A6' NE CORNER OF 33/4 OF SW 1/4 OF SEI/4 RCP 3�SECTION 20 POC #2�. 274.00' -,-----N 89040'37"W MEAS S 90°00'00"W DEED------- CENTERLINE EED- CENTERLINE 20'UTILITY EASEMENT J �j WOOD FENCE- / •'�/ � CENTERLINE 10' WIDE UTILITY EASEMENT �� W MSPS/i r 56969 00 SHELL DRIVE 18"X24" CMP 15" CMP WEDEEUT i LETYO . EASEMENT 85°07'10"W DEED S 89056'52"W DEED ti ��O S 84°52'14"W MEAS S 89 4156 W MEAS O S -- 378.28' V�83,35W 104.20 " LEGEND: P.O.B.- POINT OF BEGINNING P.O.C.- POINT OF COMMENCEMENT P.R.M.- PERMANENT REFERENCE MONUMENT P.C.P.- PERMANENT CONTROL POINT P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.I. - POINT OF INTERSECTION R/W - RIGHT OF WAY - CENTERLINE MEAS & M - MEASURED DEED & D - DEED ORB - OFFICIAL RECORD BOOK PG - PAGE 6�0 X25 j q5 ,�S N 85016'05"W DEED S 83°52'10'W DEED P 0 B # ��S �' �5� N 85°31'01"W MEAS 8303714"W EAS - III . 4 5 ' �`g 6 .00 • N\ lb ./o o o. I0'•'f4 N LINE OF S 550' GOVERNMENT LOT 3 SECTION 21-31-39 - PLAT I AS SHOWN ON THE PLAT OF BARBER STREET REALIGNMENT RECORDED IN PLAT BOOK 14, PAGE 97. PUBLIC RECORDS 4, PAGE 95 OF INDIAN RIVER COUNTY. FLORIDA. • oma' Lu ww o� POC #I 0 LINE BEARING DISTANCE cv Nlo L 1 S 89°30'59'W 70.19' N -M'0 L 2 N 89'18'21'E 10.99'M 0 o 0 v MATCH LINE "A" 0 'o L 2 N 896IS'21.'E 10.92'D RADIUS ARC TANGENT CHORD CHORD BEARING 134 90' 223 68' S 33°46'47'W 200.00 237.36 3608.37' 141.40' 70.71' 141.39' S 66039'264W 476.87' 199.60' 101.28' 198.15' S 77°31'31'W REVISIONS BY 1 1. ADD EASE IN NE ;ORNER 5-19-06 DMJ 0 U t� W a LL Q t� Q LU (� U 0 0 12L 0 C) W "V LLJ Q t2 � w tZ Q a - I z 0 no �s N Lij �J W _ LL 0 U . m �- Ld �� co w. G M > Jj X _0 tJ1N - Q rn o) 0 - r. to O i° i° ,- CL N N DRAWN `DMJ CHECKED. DMJ DATE 2-16-04 SCALE I" - 50' JOB NO. 2004-004 SHEET 4 \OF 4 SHEET