Loading...
HomeMy WebLinkAbout2008 - Construction Plansc ,. i i pp P I . T v� • x , i, FOR: • >...', t ,. . ,. ,`+' ,.... �. „ w5, d ,u .-.,. d,.o. ... �+. �<c�a r': .,, i..:... ., .... :z -.:dt .7^'�7•sx,.ei. �:2.' ,�1�':•'� :"'a ..;,a�t a .1�;�'"�`•�� - ai>•`:' •5`.;ed%'eir'' , nM>M . asy' ' �� `` _`err � � i` � �� r•—>,a�rz� �n - :',�'?,3 �rJe:�.<..�' -,�. - � �n�� :.. f i. � ,,. �%; ;;�'•' e.Y s`�# „�,'" ;•her 7 a;�i`y,'�#�,' y ..r A0K It �,5,' - .U.t x 4s , to .ie�.°�6'.. "�',..*.K•ta" �'.it:�:{W:, �'-v _ x , « '�^ v. 3 < „ .ti vn , a LOCATION MAP SITE DATA DRAWING INDEX . ,,v _'Y,.�. . � 3 .: ,. . .•� .,.– -� _ �__i_ _._�.--.rim .�-....._ eo- - w w . y y`"", "` w + p + „ • a , w , v' OWNER: WAYNE KOZLOWSKI SHEET DESCRIPTION w • w `#' 75 MERRILL COURT e W w BRISTOL, CT. 03010 p . yw ` �.• '—� ; = " ° ' "'' (860) 302-8645 1 COVER SHEET w • y • . � . w _ s - yrs --xi. _ r '• w " 2a & 2b EXISTING SITE CONDITIONS & SOIL BORINGS PLAN "* '• > "`�°' ! w '`t �� APPLICANT: SCHULKE, BITTLE AND STODDARD, L.L.C. 3 KEY SHEET „, , g F i 1717 INDIAN RIVER BLVD SUITE 301 '° "' "" • .° �� who " VERO BEACH, FL'32960 4-6 PRELIMINARY PLAT PLAN (772) 770-9622 F. - Jur at � ' • ' � ' ay;, a �� • ° 7-9 PAVING, GRADING & UTILITY PLAN Pl�m 10 OFFSITE FORCEMAIN EXTENSION _, w ENGINEER: SCHULKE, BITTLEAND STODDARD, L.L.C. wn, Rwar w 1717 INDIAN RIVER BLVD, SUITE 301 ° 11a -11d MISCELLANEOUS DETAILS .,.AY N R •� m� a� »I+� nl ° " VERO BEACH, FL 32960 S T E I/' ; 12a -12c TYPICAL SECTIONS / WETLAND SECTIONS / PROFILES °' " y CA.`•• (772) 770-9622 " , ' 4.�`a_�ura�sae SURVEYOR: TAYLOR LAND SURVEYING CO. 13 SEDIMENT &EROSION CONTROL NOTES &DETAILS $TIAN RIVRR war 332 AC 1430 21ST STREET :�;:�� •. , ,u df�9 \ �� 14 IRC UTILITY DETAIL SHEET VERO BEACH, FLS 32960'' SE (772) 569-9603 15 IRC WATER DETAIL SHEET ;20UHN \ 0.10 AC SITE LOCATION: 18 AC. LOCATED ON THE WEST SIDE OF LACONIA STREET, U.SAC 16 IRC SEWER DETAIL SHEET \ SOUTH OF GLADIOLA AVENUE z ,tex'•i - 0,30 AG n coo – \ �,\�q °°° 17 IRC PUBLIC LIFT STATION DETAIL SHEET no2.63 W„-s�PROJECT LOCATION: SECTION 26, TOWNSHIP 31 S, RANGE 38 E a \ L-1 TREE REMOVAL &MITIGATION PLANTING PLAN {' TAX I. D. NO'S: 31-38-26-00000-1000-00003.1 L-2 LANDSCAPE BUFFER PLAN ATTACHED AERIAL SURVEY MITIGATION PLAN (BIOTECH)- ON 81/2” x 11" PAPER LEGAL DESCRIPTION THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, LYING NORTH AND EAST OF FOLLOW DESCRIBED LANDS; BEING AN EASEMENT AND RIGHT OF WAY 200 FEET IN WIDTH ACROSS SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH SIDE OF FOLLOW DESCRIBED BASE LINE AS IN OFFICIAL RECORD BOOK 194, PAGE 415, BEGINNING AT SOUTH EAST CORNER OF NORTHEAST 1/4 OF AFORESAID SECTION 26, RUN NORTH 41'42'15" WEST 610 FEET, THENCE NORTH 53'52'05" WEST 600 FEET, THENCE NORTH 73'42'05" WEST 377.52 FEET, THENCE N 53'50'05" WEST 92.13 FEET TO A POINT ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER CITY OF SEBASTIAN ORDINANCE 92-06., NOW LYING IN INDIAN RIVER COUNTY, FLORIDA. C'fyengineer• ng p rnro t Ap� roved o Hate J: N o ar SCHULKE, I I i LE STODDARD, L Cl VIL & STRUCTURAL ENGINEERING • L.A ND PLANNING • EN I /I RONMEN TA L PE-RMl 17-1 NG RECEIVED CERTIFICATION OF AUTHORIZATION NO.: 00008668 MAR 05 2008 ENGINEER CERTIA ATION: P& Z Growth Mgnt. 7 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 �' DnrB 2 ?nn TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com 1JOSEPH W. SC ULKE, PIE. RcG. No 47048 �J ❑ JODAH B. So E P.E. SEG, No 57396 ❑ WILLIAM P. ST DDARD, D., P.E. REG. No 57605 / I PROPERTYO THE ETHE ENGINEER. oc� EXISTING CIVIL & STRUCTURAL a 1 WEST LINE OF THE NE 1/4 1 S 00°19'44" W 978.30' 1 1 1 1 Io 00 / c� 3CIO \ s Tr 317.48'(M) 347'(D) c0 y g C )�d ' I N 00°19'4 � 20 ) 4 E o ��, ct, � 223.61' 0 0 104 + + r ` ti��a 0 110 + oyy+ + o � Tom0 � > ose o + 0 se+ o +r + +0 +T •yo � oay ro '0y ose .0 + r0 + � c co / y TO Ir° N 1 � aaa 1 1 Toa r { r x �• � a a + + Gj° �O �� Tr p rr gyro cx 1 A�b + cn 1 oy + Cly � `� s �� QOM y� � r°0 +Top (r at) cof+� D r ��J A�' Cb x r0y + �'J f.♦ 1' 1 (�N Q) ' 41 o x ro - 'e9a,+ I � I r�os rs�r 40' DRAINAGR/W . O W e �Q = o +TO co to y0 � s 1� H V s + 0 + • r A T°cP fo 1 +fir C3 g° • a • (e C� 1 + \ °° +1r 40' ,.� UAINAtE R/W PER PLAT i acb _ + o r+t e CO 1-1.0 1 ra � I�41 g00 TOa s0 = a + / � x ip Z a x A� a (� +r � � • x a + r� '�,� + .O� T co O L J y �r ►•-1 o �1 201 CAD codCO Z\) cn- yc� H P-3 a a e � + + + s s . rg ro *161 U +a 0e { re ao co SITE BENCHMARK � M TOP CM= 17.47' e B a F� 0 CWS oy _ _ ao T�� ra 40' DRAINAGE R/W 1 + \ 't° tyy + _ _ t'7 g0 a • W + ip _ OD A \ Q ry m e �, a x MATCH W/ SHEEP 2 _ '� CP gy (�.^ . 4 1 �' _ SUBJECT PROPERTY sT osMATCH W/ SHEET + • ° _ ° J _MATCH W/ SHEET + ° 0 r MATCH W/ 1 C O � �• � F--► Tjgi � ,p 8P,cP = TstS ,P a � O a 0 • ° y a *� SHEET 3 o + CD 68"X3260, },+ r • ~' +@ IITCH ENDS rs ,� �, r CULVERT _ ° E.INV=12.48' e gs +ag rer S 0°24 1168.24' �srr a EAST LINE W.INV=12. ' ►—, +r r 0 F THE NE 1 /4 49 a 1 (E-�s T� y �t0 r r�� f, 1 O lea b j}o lilt °f �s rs�6'O TRo T� "gyg T� rs�`�ag I I ��,T e js? TS r r`9s �,l r ��ap ASPHALT ROAD 1 ®ol +O g �,9 00 ��_�1` �?� Of� SLC Ii d S� g6,�y° i?' yo 6's t 6'le� ty S r` la ja Or r 12" CMP 12" CMP 12" CMP N.INV=13.72 N.INV=13.48' N.INV=14.32' 12" CMP 12" CMP 12` �, S.INV=13.60 S.INV=14.02' N.INV=15.00' N.INV=15.10' cD cD N.INV=15.35 o 0 18" CMP 1 S.INV=14.26' � . S.INV=14.85 S.INV=15.10 S.INV=15.25' n N.INV=15.59' 1 SEBASTIAN HIGHLANDS UNIT 11 x s.Irrv=15.56' PB 7,. PG 56 c, y } 0 0 1 a - w 1 1 � O a n .r h --I h — NORTH I 1 O y •w � jl>.L� i i i 1 1 i O BITTLE & STODDARD, L.L.C. PROPERTYO THE ETHE ENGINEER. oc� EXISTING CIVIL & STRUCTURAL a ❑ ❑ :N / DESIGNED A.A.C. DRAWN 0o m � TURTLE GROVE 1 WRITTEN CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTEDSCALE CHECKED J.W.S. SUBDIVISION 00 » Vg �ilC,_ a INDIAN RIVER COUNTY,FLORIDA . - +` F-3 71 z � 13 d n f n d i 1 d 1 1 1 Io 00 / c� 3CIO \ s Tr 317.48'(M) 347'(D) c0 y g C )�d ' I N 00°19'4 � 20 ) 4 E o ��, ct, � 223.61' 0 0 104 + + r ` ti��a 0 110 + oyy+ + o � Tom0 � > ose o + 0 se+ o +r + +0 +T •yo � oay ro '0y ose .0 + r0 + � c co / y TO Ir° N 1 � aaa 1 1 Toa r { r x �• � a a + + Gj° �O �� Tr p rr gyro cx 1 A�b + cn 1 oy + Cly � `� s �� QOM y� � r°0 +Top (r at) cof+� D r ��J A�' Cb x r0y + �'J f.♦ 1' 1 (�N Q) ' 41 o x ro - 'e9a,+ I � I r�os rs�r 40' DRAINAGR/W . O W e �Q = o +TO co to y0 � s 1� H V s + 0 + • r A T°cP fo 1 +fir C3 g° • a • (e C� 1 + \ °° +1r 40' ,.� UAINAtE R/W PER PLAT i acb _ + o r+t e CO 1-1.0 1 ra � I�41 g00 TOa s0 = a + / � x ip Z a x A� a (� +r � � • x a + r� '�,� + .O� T co O L J y �r ►•-1 o �1 201 CAD codCO Z\) cn- yc� H P-3 a a e � + + + s s . rg ro *161 U +a 0e { re ao co SITE BENCHMARK � M TOP CM= 17.47' e B a F� 0 CWS oy _ _ ao T�� ra 40' DRAINAGE R/W 1 + \ 't° tyy + _ _ t'7 g0 a • W + ip _ OD A \ Q ry m e �, a x MATCH W/ SHEEP 2 _ '� CP gy (�.^ . 4 1 �' _ SUBJECT PROPERTY sT osMATCH W/ SHEET + • ° _ ° J _MATCH W/ SHEET + ° 0 r MATCH W/ 1 C O � �• � F--► Tjgi � ,p 8P,cP = TstS ,P a � O a 0 • ° y a *� SHEET 3 o + CD 68"X3260, },+ r • ~' +@ IITCH ENDS rs ,� �, r CULVERT _ ° E.INV=12.48' e gs +ag rer S 0°24 1168.24' �srr a EAST LINE W.INV=12. ' ►—, +r r 0 F THE NE 1 /4 49 a 1 (E-�s T� y �t0 r r�� f, 1 O lea b j}o lilt °f �s rs�6'O TRo T� "gyg T� rs�`�ag I I ��,T e js? TS r r`9s �,l r ��ap ASPHALT ROAD 1 ®ol +O g �,9 00 ��_�1` �?� Of� SLC Ii d S� g6,�y° i?' yo 6's t 6'le� ty S r` la ja Or r 12" CMP 12" CMP 12" CMP N.INV=13.72 N.INV=13.48' N.INV=14.32' 12" CMP 12" CMP 12` �, S.INV=13.60 S.INV=14.02' N.INV=15.00' N.INV=15.10' cD cD N.INV=15.35 o 0 18" CMP 1 S.INV=14.26' � . S.INV=14.85 S.INV=15.10 S.INV=15.25' n N.INV=15.59' 1 SEBASTIAN HIGHLANDS UNIT 11 x s.Irrv=15.56' PB 7,. PG 56 c, y } 0 0 1 a - w 1 1 � O a n .r h --I h — NORTH I 1 O y •w � jl>.L� i i i 1 1 i O SCHULKE, BITTLE & STODDARD, L.L.C. PROPERTYO THE ETHE ENGINEER. DRAWING 4060 -CONST MARK EXISTING CIVIL & STRUCTURAL a ❑ ❑ :N / DESIGNED A.A.C. DRAWN 0o m TURTLE GROVE m WRITTEN CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTEDSCALE CHECKED J.W.S. SUBDIVISION 00 » Vg �ilC,_ a INDIAN RIVER COUNTY,FLORIDA . - +` ^o W 71 z SCHULKE, BITTLE & STODDARD, L.L.C. PROPERTYO THE ETHE ENGINEER. DRAWING 4060 -CONST MARK EXISTING CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING E PROJECT FOR WHICH THEY ARE MADE IS CF OR R DESIGNED A.A.C. DRAWN CONDITIONS CERTIFICATION OF AUTHORIZATION NO.: 00008668 USE RD OTHEROPROJOECTS IS PERMITTED ONLY BY A.A.C. 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 WRITTEN CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTEDSCALE CHECKED J.W.S. TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbgi.com senneers / PURSUANT TO THE `COPYRIGHT LAWS. 1" = 6 0' . - DAT 8/4/06 REIWSION I DATE I i J MATCHLINE SEE SHEET 2A .■ — WE m �a GRAPHIC SCALE 60 0 30 60 120 240 1 ...r061` ...,.... h. SW CORNER OF THE c IN FEET ) 1 inch = 60 ft. NE 1/4 SECTION 26-31-38 S 89055'36" W 1327.46' SOUTH LINE OF THE NE 1/4 KSH KELLER. SCHLEICHER & Mu WILLIAM ENGINEERING AND TESTING, INC. P-0, 8CX 78-1377, SEWa_ IAN, r 32978-1377 k<1+r vnrtlsr•77ss seBasra+,r7 6a D <x 2+:14 TiM7Mi:I+IS6fifhl-7445 LtE.E6J3v';i !'12t`7E6.6466 W: t7?2; 233-!5,80 S'!: Lti�P (r721223.6C9.9 Date of Bor'nq: April, 24, 2004 Location! I.Ss Acme Szt* Secticn 2f -31-S6 I,accnia tire*( .:fie at Side) - Sebastlan . Indiar. River County, Florida a-1, See Attached Location PLar Depth Baca/ SPT -N in 'rt. of Soil 6 YaiLe -w Gray Send with Act's -1- 2 3 Dark Gray Sand _4- -------------------------------------------- 4----------- c. Dark fitowr. --laved sand _5.. 7 to -6- 19 17 -,_ -------------------------------- - ------ 14 ------------------ Grayi2h ______ _______________.--------_--____14---------_--_____- Grayi^:^Brown Sand 10 -8- 4 39 _9 Z 2 4 3 -12- 4 5 �3- 4 4 Water Table: 88" Below Exlstlnq Grace Job "4 KSH 44214-1b KSM KELLER, SCHLEICHER & MatOWILLIAM ENG!NF.ERING AND TESTING, INC. P.V. E X 8 1377, S£t3ASTl N, FL 32979 '3?7 r. 17:r.,asr.zr5e 242.707 m �9 Ona E.R.: SaF,O P.S4:,£td,'F I,,q;i ae:g rd45 MiIST._;Y�.a1fi •96.5266 ,a9.c+4ev-_eK,•E7:azaB•BMa3 Date o: Loring: Apr51 24, 2004 Location: let Acres Site section 26-31-3? Laconia"'Zost (heat. ;tide) Sebaat la r. Indian River C^.1„rtty. F.icri.-!a Bee Attached Location Plat -------------------._-__--_-_...--__-----__.----_-__-.._-..-__ DB?TRE strata FF!9 I)SECRIP'ION s. IK FFiET FR.., TO AZAD., NOi SvILS _-_-_.---_-rv________________-_ .--_-_--_-_____-- -C- M, - 30" Gray Sand with Boots -2- 34 --------------------------- - -----------------------ya^M -4- 4A -------------------------- --- - - -�------- - -- ;,0" 72" G ay tan 6`oc i Cloyed SArd -5- 44 -C------------------------------4G -------------------------- Fate: Table : 54" Below Existing Grade Job 4t KSM 44214-1a A-1 KSM KELLER, SCHLEICHER & Mat WILLIAM ENGINEEiING AND TESTING, INC. P O.EY.A7&13'T,SE3AS'rFt,N,FL32078.1?77 aVar4ry72;3vim. SEBASnAW770599-0712 O -1- 3 !i' 6_' e3 Pt`4J4 E ;F9 xSt) BbS-?445 MkL FAX mt. 6Fd-mw VOUR4E:39`17656466 Sr LXX (??fi 22i-97513 Date of Bering: April. 24; 2004. -2- 3 Location! 1st Acres site _3_ ----------------------------------------- 3___-...___-_--._- Section 26-3:_36 bark &!•awn Sand 4 Laconia Street !Nest Side) -4- 4 ,,ib asl `.an -5- ----------- ------------------------------ 5 ---------------'-- Zr:dsan .-;•tet :`:.a: F?cnida Grayish Brown C"rayed Sar:d 7 6-2, Sen Atta:•ha�: E.acat:_or: Plan -6- 7 Depth Blaxs! 'PT -R in Description of soil_._.. 6 ln. Value -Ft. -D- Grayish Brow.^. Sart;: with Roots J -1- 2 _g_ 3 2 -1G- 4 5 Grayish era.n Cloyed Sand LL .a - ______________________---,____--.._.___-_.-...2 -------------- ..___ Gray Clayed Sand with Shell 3 18 -4- and Rock 3 5 ._5.----------------------------------------- 3- ------------------- ' Grayish Brown Siad "• 12 ' Jcb 1 KSM 44214-4b _7 5 -2- 20^ - 43" 24 Grayish Brown 5 Cloyed Sand e- C 470 8 9_ 5 ITTLE 4 I1 - DIAlftTER OF SA24PLR +• 3 INCITES 9 5 431 •2^ Silt, Sana -12- 5 10 -13- S EET B 4 -5- 31 _14_ ---------------------------- -.---------- 4-____-_.-____g_-___ Water Table: 96" Belo* Evistinq Grade Water 1'01oe 60" below Existing Grade .icb I FSK 44214-6b - ,lob I Ksm 44224-21: Hater Table 62" Below Existing Grade B-2 KSM KELLER, SCHLEICHER. R Mao WILLIAM ENGINEERING AND TESTING, INC. PO.B0X79-1377,SEEAb-TIAV,FL32978.1377 T t?7T 39? -775 sBAs*,aly r21s6ycr}2 E0.: 5657 PAR. a-A:CMi (i61}iM:i-?b45 'dFtFiOL42NEi�ii 766•R288 FAX;^, 7T °Ak1Ul6S ST tiRsT: ('7ai 210��?3 Date of Boring! April 24, 2004 Location.: let Acres S.tfi Section: 2E-3LI-9 �•C^..^.:s SLrRft ii4aet -Idol --arbaatia^ Indian River County, Florida A-2, See Attached Location Pian. ------------------`-_.-_-------------_-----_-------_...--_---_---- DEPTE Strata PEN DESCRT.P^ZON OF IN FEET --I-TOM-TO-- R?At^ BGSSOILS ---_--__-_- -6- O" -s5" - Gray Sand with Roots -1- 32 `3- ----------------------------- 4A - 4e" Dark Brown Sand .4- ------------------------------ so -- 84" Graylah arnwn Cl.aytd Sard 52 -6- Neter Table : 74' Below Existing L'r=de Job !: KSN 44,214-23 A-2 KSM KELLER, SCHLEICHER d MmaWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377.8EIRASTIAN,FL32978-1377 °r fT7z'asT.7r� s-sisax,n^6sro<tz EB.: 6636 FA1M °E4G'>;.'�t�bt)Bai•TadS M.'atfi0lifa4 h?68.6456 CAx nr2` C•eEl.e;b # S'. LUCIE, Z29 -6m Date of goring: April 24, 2004 Locatior,: let Atzes Site Section 26-31-36 Laconia Street ;(rest Sid_) Sebastian Indian River County, Flozida B-3, see Attached Location Plan Depth 81*KSI a PT _W in Ft. Description of soil 6 in. Valga -0- Light Gray Band with Roots -1- 4 5 -2- ----------- '--------- `-------------------- 6 --------- Brown Sand .3. s -4- ------------------'- -'----------------6-----------1 Orange Brown CSayed Sand V- 7 -6- 8 13 -7- ----^-------"`----'---`-----------------7------------------- Grayish BraWr. Sane. 7 i -20- 5 11 4 -t3- 4 4 -14- ---------------------------------------- .,. 4 ------------IS----- Water Table. 6e^ Below 6xistit.,; Grade Job 4 KSM 442.14-3b D-3 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC, P.O. BOX 78-1377, $EBA..SIIAN, FL 32978-1377 4 umap72 aJ •r75s Sr*try;l4.v m. 294Dt2 EEl' 6Ff,K1 ,''.'e.V e.. OM K61t 6•!5-71b$ Wg'�� fa.,E?„21 7EA-666a r.?X (7?2)5666fSi 2r UJ:If ;77229 -BOSS Data of Boring: April 24, 2004. Location: 181, Aeras Site Section 26-31-38 Laconia street (west Hide) Sebastian Iridic!: Raver Cnl9nty, Florida A-3, See A-.tac):ed lr,.canon S'iar: ____._-----.---.----..-..----------------- ------- D.- .4 Strata Psn OESC::IFT104 OF IN FEET »;_FRCS-TO------------------NIF ---OILS-.._ Light Gray Sand with Roots 1- a� -2- 34 -------------------------------------_---ck-------------------------------------------------------------- 301*.- 5o' Grayish E.eat -3- - 33 Clayed Sand -�----------------------- -----C--------------------------- 50" - 84^ Gr.ayiah Brown Sand -6- -7- ---------....------------------------------•-------------------- Water Table : 60^ 010w Ghl.at..irg Grade .. .lob 4: RSM 44214-3a; A-3 KSM KELLER, SCHLEICHER & MaoWILLIAA ENGINEERING AND TESTING, INC. P,O.BOX76-1377,SFP_'-nAN.PL3297&1377 MA'rrw:r'rr,6o7•n :, %W -ANP Ea.,. 6m PAFJa DF.,?YSH GB17 A4$.Tb45 AfELB!%,P.LEi32fi Me 84M (; T7J 36U%.tee Sr LtX•!L'r??:7.28.4(YO Date of Baring: April 24, 2Xi 4 1.0"tion! let Acres -'te Ser_ti or. 2.6•-3L-36 iacon}.a Street (west 61110 - sebaotiaa In4irn River Ccunty. Florida ' 9-4, See Atl.Aclted isonation Plan ' DepthBICW3, SPT - in ?t. Deacriction of Soil— 6 in. Va-1Im -0- Gray sand wit) Roots CM FD -1- 3 NO ID 3 Er, Lt* e{r 9za990ut -2- 3 6 _3_ ----------------------------------------- 3___-...___-_--._- :)ateof Boring: April 24, 2004 bark &!•awn Sand 4 W -4- 4 e -5- ----------- ------------------------------ 5 ---------------'-- Laconia -treat (Heat Side) Grayish Brown C"rayed Sar:d 7 Seba31i.an -6- 7 i2 -7- -----------------------------------------7------------------- SPT -N Dark Grayish Brown Sand 5 Valve -0- Gray Sand with Roots DEP1•4 Strata PEN DESCRIFTIOr.' or _g_ 3 IN FEET FPOM-TO READINGS 5073.3 -1G- 4 5 - `- 4 LL -12- 4 -0- „ - 20" Grayish Brown sand _t3_ 4 18 -5 - ----------------------------------------- 6_ --__-------.__-__- _19_ ------------------------------- --__-____--__g_-_... ' Nater Table: IC" Pelov Existing Grade 12 ' Jcb 1 KSM 44214-4b KSM KELLER, SCHLEICHER A. MacWILLiAM ENGINEERING AND TEST?NG, INC. P.O. BOX 78-1377, SMASTIAN. FL „2978.1377 'NMT_N 772j 1.157-7765 sr _ sl", c:7z M-071.2 Es: 5m P&M32E4t-7445 FAX 7C35MEiJI^.URRE (,{t! 766.8<84 St Lum. 972} 229.8.1153 Date of Boring: April 24, 2(:04 Location: tey Acres Site Secticn 26-31-33 Laconia Street (West Side) Seba>t.tan irdian River County, Florida A-4, Sae Attached Location Plan ---- --rata ---------.- _____.----------------_-SCR-?T-CH DEPT OF rtl FEET FROv, 0 F(E:ADiNGS SCI L5 -- "- .. 44^ Gray Send wi t;1 Roots -1- a'3 -2- 34 -3- 3E ----------------------------------------------------------- 44_4" hark Pio--9n Sand -4- 4n --------------------------------------------------------- 5 84" Grayi,Ercwn -5- 44 Clayed Send -6- -7- ----------------------------------------------------------- Water Table : �8- Below Existing Geade Job E: KSI? 447.14•-4a A-4 KSM 7 tiger JJ �� 20 a" .58'9=NIT'S by ,96'zi=A1�tI'!!1 ,i6'9=MII'N ,68'.1.1=AHI' 1�b0. _ 6y ,� i 4Ll✓ AHI .'$ �O dPQa „Z1b �z 4171✓ Z T 4J °„ a • ti , +�• �.� ; „ ti .�1 14" 122 2 4„ 14 1p�•�O ��. �y. 1y. �,�.��,. D4 ti��4c ,tib +ti O O .„ 1 „ z • by y°t y �y— `� NT FD 12 0"„ 3” Ati°�• tip' �ti°c SAI Q� �oMdlv N°` ~ s NO ID .� 00+ 18 12" O ty� � �, �' _�y -- by ,i9'Ei=AAII'� ,95'Ei=ADII'!Yl'AI 1p NO ID CM FD 20"�� CO ,oi'ti=AM'51's ,99'5.1=111dI'Ni ,oi'i�i=MII'1Vi �1�&, 8"C.. „�--; BL5GR 364 SnAz�TIAN GOALAANDS 18"C—) �y ,t9t1=ANI7'HH�AMIao,L UNIT II I+1�7CAP .FP=m.S �.os:e-nxi's 22" ° '=nt�trx •90 .9sx DRAINAGE R/W PLS #23 M .� $" 8" dLO y HOUG oa" co +yh +0� OZ ELKCAM WA'T'ERWAY KELLER, SCHLEICHER & M40WILLIAM ENGINEERING AND TESTING, INC, P.C. BOX 78-1877.SEMSr!AN,FL82978-1377 av4ltmanta3rar!t5 sseAsTtui.•l7z569�arl2 EB.: 5633 PA:LF CF6.'wi?!QVn6da•Tb:s Aa;tF.flts�12.:'!rM8.80 5wS(7r9;;,q-9460 S:. uxrr.2; 720.9m Date of Boring: Apr'" 24, 2004 Location: let AeriesSite Sertin1 25-31-39 Laconi.e Street (Nest Sid-', Sebastian, lim-lan River. County, Flcrida a-5, See Attaoh:,d Location Plan Depth Blew&/ SPT -K in F`.. Description of soil 6 In, Valite -a- Gray Sand with Roots -i- 4 1 -•2- � 2 _3_ ---------------------- r. ----------------- 4----_____---__--__ Dark. Brow. Sand 5, _4'. --------------- `-------------".---------`i-------------y----- Grayiah brown Claye3 Band 6 _y_ -------------------------- _.-------------- 3_---_-_-_-- Grayish Brown Sand 7 ' -9- 6 S -10- 4 - -11- 4 -13- 4 -24 - --------------------------------------- --_-_--_-_-- Water Table: 8C" Below Existil; Grade .-ob F KSS- 44214-5b KSM KELLER, SCHLEICHER 8, M80WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78.1377. SrP_5IS!", FL 32976-1977 ut 7FA:lTr� sal -nom CM FD ED, 5693 lSMlt1 r3f1.7FiXs1'e4p.7a45 NO ID nxt.?r5a4 Er, Lt* e{r 9za990ut Date of Borlrc• April 24, 2004 W Location: let Acres site :)ateof Boring: April 24, 2004 -eCtlen 26-31-38 W ;atcarF.ia Street 1Hsst Side) Section 26-31-3e Sebastian Laconia -treat (Heat Side) lndisn River County, r,Vida KELLER, SCHLEICHER 8, M80WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78.1377. SrP_5IS!", FL 32976-1977 ut 7FA:lTr� sal -nom sEH;anat+CTa, 6ssar,a ED, 5693 lSMlt1 r3f1.7FiXs1'e4p.7a45 Mi;13^�IF'•^t: Ks211 Te&6W6 nxt.?r5a4 Er, Lt* e{r 9za990ut Date of Borlrc• April 24, 2004 W Location: let Acres site :)ateof Boring: April 24, 2004 -eCtlen 26-31-38 Location: 1P.t Acres 8i to ;atcarF.ia Street 1Hsst Side) Section 26-31-3e Sebastian Laconia -treat (Heat Side) lndisn River County, r,Vida Seba31i.an Si,, Attached :,*cation Plast ludian River county, Fl*ri.d.a Depth B'.ow3/ SPT -N In Ft. Description of Sn.)1 6 i.. Valve -0- Gray Sand with Roots DEP1•4 Strata PEN DESCRIFTIOr.' or -2- IN FEET FPOM-TO READINGS 5073.3 -2- ? t3 _3_ ___ ----------------------- .-------- __ -9_ -___._..--------_ LL Datk Brown Sand 30 -0- „ - 20" Grayish Brown sand -4- 9 18 -5 - ----------------------------------------- 6_ --__-------.__-__- Grayish Browa.Ciayed Sand 6 ' .6_ 12 ' _1_ -------------------------------------------- ___-___--__._..,_.___ Grayish Brown Sand 8 -2- 20^ - 43" 24 Grayish Brown DEPTH ! SANFLE LOCATION - 20 INCHL'S (Samp1A Taken Horizontally) Cloyed Sand _9- 7 470 8 6 ITTLE -i0' I1 - DIAlftTER OF SA24PLR +• 3 INCITES ------------ - -------------------_--_-_-_--___-v __-----_ 5 431 •2^ Silt, Sana _ ,2- 5 14 -13- S EET B DITFER£NCF 214 HYDRAULIC HEAD A^R05S 1':;'E .SAMPLE - le h INCHES -5- 31 -14 - -------- --------------------- ----------- 4 ----------- Water Table: 96" Belo* Evistinq Grade THE RESULTS OBTAIkx:D FROM OUR 1ABORATORY PFAmEABU TY TEST, WHERE K IS .icb I FSK 44214-6b - THE COEFFICIENT OF PERMEABILITY 31.0 TEST/RAY SOUTHEAST CORNER OF -� THE NORTHEAST 1/4 OF SECTION 26-31-38 POINT OF BEGINNING CENTERLINE OF EASEMENT & RIGHT OF WAY KSM .KELLER, SCHLEICHER a MaoWILLIAMI ENGINEERING AND TESTING. INC. P.O. BOX 78-1377,SEEWYINN, FLM78-1377 MAnrw(ne33"•7T6a aCSASIM("T2)66:y7t2 EB,: 5699 CALM ?fh,^eFi156i+@Cry•?-43 MEtflUF7N:E'Ri) 22246466 riasTrra;sea. '§ SI: iU^(E T?t 2294M(1S USUAL OPEN -SOLS TEST DATY. of T -M*. April 24, 20-04 @!iM',;. T NO, }re},; 41224 -Ip CLIENT Wayne Kozlowski LOCATION !et Acres Site Section 24-31-36 Laconia Street (west side) -ebastian Indian River County, Flcrida P-1, See Attache;: Locat.i:n V!.an S'ART.11,13 VOLUME (gal) _ 20 EHbING HOLumir (4a11 6 . TOTAL VOU-4E USTI) facia.) . 24 TOTAL ELAPSED TIME (atl na.)lG Average Flow Rate fgiim) - 1.4 Diameter of Toot Helie - 4 inches Depth to Hater Tab'.e - 60 Inches Depth of Teat s 48 inahea K - P-YDRAUL3C CON^ CTIVITY (CFS/SO_FT, - 2T. HEAD) - 3.61 X 2-4 KSM Q KELLER, SCHLEICHER & MBCWILLIAM ENGINEEPING AND TESTING, INC, 7l s KSM P.O. BOX 78-1377,SEBASTARPL„29?s,1377 u2kr�mzar-T7=. ssnasazn ala EB.:SW3 P4tMt3(i+x:F1,yr,01;665-tb43 Mli;:'t4P},12l-i7s6A2e6 REELER, SCHLEICHER 8 MaDWIII.IAM ENGIN EERING AND TESTING, WC1,2148-,:!ss 2T:tic'ErTr42zwa33z INC. P.aBOX 78.1377, SEBASTIAN. FL 32978.1377 lsi�l:fit (p7z�o;Iz.7zx9 se»ns-,u+lr7 xaciru W E.B38(518 PlL1 oEACtl .156'7' 64.17246 MF,Y.e4XlPvF78A2486 r'Ax ?7y U10-046` S?. IL%`E:?`2)229-£(929 :)ateof Boring: April 24, 2004 LL.;, Location: 1P.t Acres 8i to Section 26-31-3e Z Laconia -treat (Heat Side) LA80RATORY PSRMNABILITY CONSTANT HEAD METHOD Seba31i.an (ASTM 2434) ludian River county, Fl*ri.d.a 0 A-8, See Attached L*mat iOn Plan W0 DATE OF TIF:. -ST: April 24, 2004 ?R:3?.CT lin. XSSM 442:4-1ph DEP1•4 Strata PEN DESCRIFTIOr.' or CLFM” Wa yno K*2,1*"k'- IN FEET FPOM-TO READINGS 5073.3 0!� --_-- --------- ----- -------------------------- ---------------- . LOCATION 163 Acres site - LL Section 26-31-35 -0- „ - 20" Grayish Brown sand Laconia Street !West Side} - with Rcot6 _ - Sebaatiar. Indian River County, Flcrida ' PH -1, See Attached Location Plan. r 2? Z ' SAMPLE DESCP!FTIOH - Gray Sand -2- 20^ - 43" 24 Grayish Brown DEPTH ! SANFLE LOCATION - 20 INCHL'S (Samp1A Taken Horizontally) Cloyed Sand FL. REG. N 470 8 LENGTH OF SAMPLE ALD)iG PATP..O R,GH .= 15.5 IN^HES ITTLE FL REG. -3- 3C- - DIAlftTER OF SA24PLR +• 3 INCITES ------------ - -------------------_--_-_-_--___-v __-----_ OuANTITY OF FLOW - 1060 MILLS?'ERS - 431 •2^ Silt, Sana 2 8 -4- 34 with hell and Book with � - TEST TT..4E INT_EIVM], OF TES. - 10 MINUTES S EET B DITFER£NCF 214 HYDRAULIC HEAD A^R05S 1':;'E .SAMPLE - le h INCHES -5- 31 04— 60 J THE RESULTS OBTAIkx:D FROM OUR 1ABORATORY PFAmEABU TY TEST, WHERE K IS _15 3_--__-____-- THE COEFFICIENT OF PERMEABILITY 31.0 TEST/RAY Hater Table 62" Below Existing Grade Zob 4: x5m 44214-5a A-5 _........____._.__ PH -1 P-1 KELLER, SCHLEICHER R MSOWILLIAM ENGINEERING AND TESTING; INC. P.O.BOX78.1377,SE8An,AN,R.32978.13e-7 t4Aarwn7r!aa7-> s w''IkSr,N(nm5ea-0712 F.D.: s6H4 _ t74.l1 EE:AGi epJfl469•:441 Mt:ili<xJ:1;.K �•32`.j?9a-PA% W. e7 a am 019 NT ux:= "7z M -m LABORATORY PERM ABILITY - CONSTANT READ METHOD (ASTM 2434) DATE OF TEST: April 24, 2004 PROSECT 40. KSM 44214-1cv CLI1::i7 Wayne Kozlowski LOCATION t IS* Acres Site Se^tion 26-31-38 Lacon: is street (West Side) Sebastian Indian River Coar:ty, F;.CrldA PV -1, SeR Aktaclted Lccatior: Plan SAMPLE DESCRIPT•IOH - Gray Sand DEPTR 1 SAM LE :=ATION • 20. INCHES (sample Taken Yartically) LEN^ -TR OF S7LuPL2 ALONG PATH OF FLR.w *. 5.5 rsi^mu DIAMETER OF SA11PLE - 3 INCS£S OVANTITY Cr FLOW - 933 MILLITERS TIME 212:'ERVAL Or TEST - 10 MINDTI•S DIFFERENCE IN HYDRAULIC HEAD ACROSS THB smmfL - 19 b INCHES THE RES-LTS OBTAINED FROM OUR LAEORATORY PERMEABTL.T.TY TEST, WisitB K I5 THE COEFFICIFINT Or FERMPABTLITY - 27.2 VEST/bAY PV -1 (n Z o(D o CI Vv tri II (0 c Q 3 zW W W t_w�Q�a�3�W 'AL Li <i'zn.mzWoagaaF'-3a Z m= 0 p 1 0 D m O J �+ SD Ud'J~1 �Ww=j�ttww3� ,v O m=W W a W m a �a33 w-�l3 w�av / 1 UE CO o8 J � M L a� o� n 0 W O(D z00 LL0 Q �C° W o w -� D ' Oma O� zzCrw E— z o > v' Q N 06 ZON 1 Zhwo W D� .J cp L, (7) cj zO Woo ~ zQ5, M j LA J W WFC W >_N CD 0) .3.. ti V ZJ O � _ Q ti PE 0 � T ( Z 04 vti U, � � U) H v i e ---s V / V rZ) V / 7 Z Z O - I— F-- 0 V / Q W x z J W0 — UO U) Q 0 OJ W > Z LL.;, 00)— LL Z ' ^ C/o Ur ::) > 0 W0 J 0!� My� !— W I/•y/� ui LL t:DnCY- v Z lENGINTR CER7IFICA77ONN JOSEPH W. S KE FL. REG. N 470 8 ❑ JODAH B. ITTLE FL REG. 0. 5739 STODDA L. REG 5760 2 8 DATEFE S EET B J PROJE T 0. 04— 60 J PARKING/TRAFFIC CIRCULATION: - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL DWELLING UNIT DEVELOPMENT AREA. ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN LAND DEVELOPMENT CODE - TRAFFIC CIRCULATION: MINIMUM 50 FT WIDE DRIVE PRIVATE ROAD RIGHTS-OF-WAY WITH MIN. 20 FT TWO WAY ROADWAYS SHALL BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 30 FT FRONTAGE ON SAID RIGHT-OF-WAY, TRAFFIC: THE SITE IS ESTIMATED TO GENERATE 374 ADT BASED ON A RATE OF 10,1 ADT/LOT (ITE) GENERAL NOTES: 1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN WRITING IN A FORM, ACCEPTABLE TO THE CITY ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL. 2.) PROPOSED MIN. FINISHED FLOOR ELEV. VARIES FROM 18.28' TO 11.75' 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED, 4.) ELECTRIC SERVICE WILL BE UNDERGROUND. 5.) I.R.C. UTILITIES WILL PROVIDE WATER AND SEWER UTILITY SERVICE TO THE SITE. 6.) GOPHER TORTOISES CONSERVATION PLAN: TO THE EXTENT ALLOWED BY REGULATORY AGENCIES, APPLICANT WILL RELOCATE GOPHER TORTOISES TO CONSERVATION AND OTHER NON -DEVELOPABLE AREAS ON SITE, AND WILL RELOCATE ANY REMAINING TORTOISES TO APPROVED OFF SITE LOCATIONS IF HEALTHY. PERMITS REQUIRED: 1. PRELIMINARY PLAT 2. I.R.C. UTILITY PERMIT 3. CITY OF SEBASTIAN RIGHT-OF-WAY (LACONIA) 4. CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL 5. CITY OF SEBASTIAN CONCURRENCY 6. CITY OF SEBASTIAN TYPE 'A' FLOOD PROTECTION STORMWATER PERMIT 7. FINAL PLAT 8. S.J.R.W.M.D. STORMWATER PERMIT ((40C-4) 9. F.D.E. P. WATER CONNECTION PERMI f 10. F.D.E.P. SEWER CONNECTION PERMIT 11. F.D.E.P. NOTICE OF INTENT 12. SRWCD STORMWATER 13. SRWCD ROW 14. SRWCD UTILITY 4, ( I I GLADIOLA AVENUE GLADIOLA AVENUE��- �\ I I ? •a. ' II z a j J 9R�-" 10 9 8 I� 20 I 19 I 18 ( 17 I 16 15 14 13 12 11 ' i I I I I I I I --- ui I LOT J i 22 _ T ..�'. _ I,-� i-• I I LOT 4 1 23 /FI' 1 \\ Cons watt'ron R EATI ASR1„ A6CESS ( (0.44 AC; ........ I _...__..._...----------____. 24I 25 I 26 I 27 I 28 I 29 I 30 1 I 1 31 I 32 I 33 7 tors J �StormwaterManagement 6 Tra�t'G' -mea - - - 1 34 I i LOT /REC EATIONBSRWCDACCESS Trad'B' j \! fj� �. (0.44 AC) \�� �- \ Stormwater Management Area - � I i II Tract G'' RECREATI0�0.44AC)35 SRWCD ACCESS ! / ( I I cor r J f � 4 I TrectU � p, 36 I Lora Trect'E2' I Conservation "3r �i2 32-30 I T \ - - _._.. -- -_ .._ J ( G ( ) WETLAND LIMITS - - 12" % / �- _ RECREATION & s ACCESS 3 30 A.0 T _ � \s s o � irt�� ti fi Irk fi � 1� � /; V / 0 _...: 37 3 I lora J,< ; / Tract G Ax" tiC Recreation and 0O (0.13 AC.)41 LOT ro / /J' f / / ! / % I S j �� ,•''I '?' ract'E2'Conservation ! / l / f RFCREA OTract V 11-1/ JB N � AC CD ACCESS `°T" SOUTH PRONG FLOODWAY. �. ``' 1 LOCATION PER FEMA FIRM 1 l j MAP & USGS QUAD MAP. - ' / / / / / f l `� -y LOT f2 A .._........_......... _ _._._ .....___ SEW"" AWLAIAM \ ! ` wr tf LOT u [o Tract'ET \ 'I LOT 14 LOT 13 I , Conservation GRAPHIC SCALE a 5o too 200 400 aw I E3 MI ( IN FEET } 1 inch = 100 ft. LOT , I LOT 2 - LOT J LOT W I II UJI r1. Q ..:. _..... ....... ........................ .................................. _I 0 X&55 ELKCAM WATERWAY 1. OfI I t OWNER: WAYNE KOZLOWSKI 75 MERRILL COURT BRISTOL, CT. 03010 (860) 302-8645 APPLICANT: SCHULKE, BITTLE AND STODDARD, L.L.C. 1717 INDIAN RIVER DRIVE; SUITE 201 VERO BEACH. FL 32960 (772) 770-9622 ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. 1717 INDIAN RIVER DRIVE; SUITE 201 VERO BEACH, FL 32960 (772) 770-9622 SITE ADDRESS: 18 AC. LOCATED ON THE WEST SIDE OF LACONIA STREET, SOUTH OF GLADIOLA AVENUE PROJECT LOCATION: SECTION 26, TOWNSHIP 31 S, RANGE 38 E STATEMENT OF USE: STANDARD RESIDENTIAL RS -10 SUBDIVISION (37 LOTS) TAX I.D. NO'S: 31-38-26-00000-1000-00003.1 PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE GROSS AREA: 18.40 AC EXISTING LAND -USE: LOW DENSITY RESIDENTIAL ZONING: R-10 (SINGLE FAMILY RESIDENTIAL 10,000 SF) TOTAL NUMBER OF RESIDENTIAL LOTS : 37 LOTS CONSTRUCTION SCHEDULE: DATE OF COMMENCEMENT DATE OF COMPLETION 9/05 9/07 SITE AREAS/USES TABLE: AREAS TOTALS GROSS AREA: 18.40 AC R/W DEDICATION 1.05 AC. NET DEVELOPED AREA: 17.35 AC DWELLING UNITS: 37 UNITS DENSITY. 2.01 LOT AREA: 8.42 AC ON-SITE RIGHT-OF-WAY: 2.12 AC STORMWATER MANAGEMENT AREA (ON-SITE): 2.61 AC RECREATION TRACTS: 0.15 AC EMERGENCY ACCESS TRACT: 0.06 AC CONSERVATION AREA: 3.99 AC DEVELOPMENT PARAMETER/ ZONING WAIVERS: RS -10 (COS) - MINIMUM LOT SIZE: 10,000 Sf - MINIMUM LOT WIDTH: 80 ft - MINIMUM LOT FRONTAGE: 30 ft - MINIMUM YARD SETBACKS: 0.12 - FRONT: 25 ft - SIDE: 10 ft - REAR: 20 ft - POOLS / POOL ENCLOSURES: 0.40 AC - FRONT: 20 ft - SIDE: 10 ft. - REAR: 10 ft - PATIOS.- ATIOS:- 0.25 AC -FRONT: 5 ft - SIDE: 5 ft - REAR: 10 ft - DECKS- (8.42 AC.+) - FRONT: 5 ft - SIDE: 5 ft - REAR: 10 ft - MAXIMUM BUILDING HEIGHT: 25 ft - MAXIMUM LOT COVERAGE- ZONING: DENSITY: - BUILDINGS: 307a - IMPERVIOUS AREA: 55% - MINIMUM SEPARATION DISTANCES: D. DENSITY PROPOSED: 37/18.40 = - BETWEEN RESIDENCES: 20 ft. - MINIMUM OPEN SPACE: - LOT: 50% - PROJECT: 50% - MINIMUM R/W WIDTH: 50' SITE DATA EXISTING SITE CONDITIONS - PRESENT CONDITION: INACTIVE CITRUS GROVE TOTAL OPEN - FLOOD ZONE: MAP NO. 12061CO090 E; DATED 5/4/89 0- Q 0 ZONE X & AE (ELEV. 11) SPACE AREA (AC) - SOILS: SCS SOILS MAP v 1.. EAUGALLIE FINE SAND (#3) 0.12 2. RIVIERA FINE SAND, DEPRESSIONAL (#51) o U - TOPOGRAPHY: VARIES 8f TO 18f AVERAGE ELEVATION IS 13f PROJECT LAND USE: 0.13 - TRACT 'A' - PROPOSED DRAINAGE TRACT AREA 0.40 AC - TRACT 'B' - PROPOSED DRAINAGE TRACT AREA 2.05 AC - TRACT 'C' - PROPOSED RECREATION & UTILITY AREA 0.13 AC - TRACT 'D' - EMERGENCY ACCESS 0.06 AC - TRACT 'E1' - WETLAND CONSERVATION 0.25 AC - TRACT 'E2' - WETLAND CONSERVATION 3.30 AC - TRACT 'F' - PROPOSED DRAINAGE TRACT AREA 0.14 AC. - TRACT 'G' - PROP. RECREATION & SRWCD ACCESS44 AC. - 37 SINGLE FAMILY LOTS (8.42 AC.+) MAXIMUM DWELLING UNIT COMPUTATION: RS -10 Q Q 0w w IYfol A. GROSS AREA: (AC) 18.4 AC B. TOTAL MAX. UNITS ALLOWED W WITHIN EFFECTIVE BASE cn RESIDENTIAL AREA: ZONING: DENSITY: E.B.R.A. RS -10 5/AC x 18.40 C. TOTAL DWELLING UNITS PROPOSED: 37 D. DENSITY PROPOSED: 37/18.40 = 2.01 SQUARE FOOTAGE GROSS FLOOR AREA .BY USE: A. ACCESSORY NON -RESIDENTIAL - USE BLDG (SF) LAND AREA (AC) NOT APPLICABLE B. RESIDENTIAL USE STANDARDS: UNITS 92 USE BLDG (SF) LAND AREA (SF) 1. SINGLE FAMILY (1 OR 2 STORY) 1,500 TO 3.600 SF 10,000 SF MIN. OPEN SPACE AREAS: A. REQUIRED: ZONING OPEN SPACE AREA TOTAL RS -10 50% x 18.40 = 9.20 cc TOTAL OPEN B. PROPOSED: 0- Q 0 % ALLOWED SPACE AREA (AC) - TRACT 'A' v 30% 0.12 - TRACT 'B' o U 30% 0.62 - TRACT 'C' UTILITY: 0.13 O 0.13 - TRACT 'D' EMERGENCY ACCESS: 0.06 100% 0.06 2 SM a. 0 Q o - LOT AREA: z p 50% 4.22 ce W UU O vt - TOTAL PROPOSED AREAS : Q Q 0w w IYfol 0 10.20 W 0 6 o d ¢ cn s w UNITS 92 USE BLDG (SF) LAND AREA (SF) 1. SINGLE FAMILY (1 OR 2 STORY) 1,500 TO 3.600 SF 10,000 SF MIN. OPEN SPACE AREAS: A. REQUIRED: ZONING OPEN SPACE AREA TOTAL RS -10 50% x 18.40 = 9.20 cc t•- z o cc �j o 0 3 3 Na \ 2 22 W Si 3 U L ow w ' 2 0 15 ow o w V' , W a. w C N S X'O. w��aa~3 x0wo �m�s 2�wF=-c�++QZwJQ� ow=xSwwwZ3isC2 w0==wWWL c -g ttd a33wwiO3w�a� U E J 55 04 co ..I J Q C c ON O CO N Q ��_�og � 00 WoWJ • Oma o zzOW r� ZZW U) / N O 06 Z0CN� WC:) wD ti J C C,4 1` W o L -U m LIL W W �U�N J j Qo zN Lu rUn �- V/ ` �~ U W Ld_ ' V / L LI Y C. PERCENT PROPOSED OPEN SPACE FOR TOTAL SITE: 10.2 AC/ 17.35 AC = 58.7% TOTAL OPEN B. PROPOSED: TOTAL AREA % ALLOWED SPACE AREA (AC) - TRACT 'A' 0.40 30% 0.12 - TRACT 'B' 2.05 30% 0.62 - TRACT 'C' UTILITY: 0.13 100% 0.13 - TRACT 'D' EMERGENCY ACCESS: 0.06 100% 0.06 - TRACT 'E' CONSERVATION 3.99 100% 3.99 - LOT AREA: 8.44 50% 4.22 -R/W AREA: 2.12 50% 1.06 - TOTAL PROPOSED AREAS : > 0 10.20 t•- z o cc �j o 0 3 3 Na \ 2 22 W Si 3 U L ow w ' 2 0 15 ow o w V' , W a. w C N S X'O. w��aa~3 x0wo �m�s 2�wF=-c�++QZwJQ� ow=xSwwwZ3isC2 w0==wWWL c -g ttd a33wwiO3w�a� U E J 55 04 co ..I J Q C c ON O CO N Q ��_�og � 00 WoWJ • Oma o zzOW r� ZZW U) / N O 06 Z0CN� WC:) wD ti J C C,4 1` W o L -U m LIL W W �U�N J j Qo zN Lu rUn �- V/ ` �~ U W Ld_ ' V / L LI Y C. PERCENT PROPOSED OPEN SPACE FOR TOTAL SITE: 10.2 AC/ 17.35 AC = 58.7% D. LITTORAL ZONE CALCULATIONS: NO LITTORAL ZONE PROPOSED Q D O. Z Li O w 0 Z FLOODPLAIN FILL COMPENSATION: > 0 W TOTAL EXISTING FLOOD (ELEV. 10.8) VOLUME ONSITE WITHIN FLOOD ZONE 'AE' = 0.867 AC -FT W TOTAL PROPOSED ONSITE FLOOD STORAGE VOLUME (AT ELEV. 10.8): ry :D >_ TRACT A/F = 0.368 AC -FT N TRACT B = 2.761 AC -FT TOTAL PROPOSED STORAGE VOLUME = 3.129 AC -FT I - Z O Z STORM ELEVATIONS: TRACT A/F TRACT B LACONIA-A LACONIA-B LACONIA-C LACONIA N BASIN BASIN BASIN BASIN BASIN BASIN MEDIAN: 11.25' MEDIAN: 10.84' MEDIAN: 15.15' MEDIAN: 13.17' MEDIAN: 13.05' MEDIAN: 15.93' 10 YR.: 12.07' 10 YR.: 11.85' 10 YR.: 15.90' 10 YR.: 13.82' 10 YR.: 13.82' 10 YR.: 16.13' JOSEPH W. SCHULKE 25 YR.: 12.45' 25 YR.: 12.56' 25 YR.: 15.98' 25 YR.: 14.53' 25 YR.: 14.53' 25 YR.: 16.23' FL REG. N . 4 100 YR.: 12.66' 100 YR.: 13.22' 100 YR.: 16.24'100 YR.: 15.72'100 YR.: 15.03100 YR.: 16.49') ❑ JODAH B. ITTLE FL REG. 0. 57316 ❑" STODD A RE . 0. 576 NOTE:`7 LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT ;008 FOR FINAL UFT OF ASPHALT, PRIOR TO COMMENCEMENT OF DATE SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED HEE ON SHEETS 5,6,8,9 AND 11-13. PRO C NO. 04 60 r TURTLE GROVE SUBDfVISION PRELIMINARY PLAT SECTIONS 26, TOWNSHIP 315, RANGE 38-E — INDIAN RfVER COUNTY, ADJACENT ZONING: RS -10 M air LAND USE: LOW DENSITY RESIDENTIAL BLOCK 339, 1 "�. SEBASTIAN HIGHLANDS UNIT 13 PB 7, PG 82 4. —10' DAINAGENENE MAITANC! / —10' DRAINAGE/MAINTENANCE EASEMElt,DEDICATED TO CITY EASEMENT DEDICATED TO CITY SET PRM Q IR CAP FD ® — _ — — — — — 20 00' — _ — — — —103.00 80.00 80.00' 80.0 ' F- PL/,S 2391 NW CORNER OF , # -THE-NE-t/-4------------ 0 I ; — —1 Er=R=125.00' ---� r -------I r-------� o l 1 1 , I I L=83.38' I 0111 I I I I D=38' 13'01 " _ T=43.31 I 1 1 1 I I Z (n DRAINAGE15' I I 12 121 ` ( ( CH DIR=S71'10'18'W I I I LTJ ft'- � EASMENT (— —CH=81.84 1 N I <�o _ 20 19 ; 18I I 17 N ItoN� o 105.16 10,899 S.F.SFQz V IIi ' ! 1 1 10,000 S.F. 1 1 10,000 S.F. 1 ( 10,000 S.F. I I 1 00 Q M Cu Q 14.201 t6, , ` R4-7 "KEEP NJ ARIGHT" SIGN I LLI o I I -----I L-------� L-------� L -------J L___ cn N � W I' 22 _ _ (1)) 15' I 00 36 1 1 , 36.65_ _ 68.93= _ / 80.00' 80.00' 80.00' { z rn DRAINAGE 10 o EASMENT I ( ,254 SF o I I I 00 . XPL�ANT UFER Z - I L_ _ - -1 I \ IVE SPECIES- L - — _ - NO. PLAN -BIOTECH) S00 , - - 9 r --------- ---- EXISTING 4 ---------- ice :`: S . 1 WETLAND '-I-10' DRAINAGE -1 ,,� LINE 100 I I EASEMENT 1 a 9�� 35,67' 80.00' 80.00' 80.00 0 / EXIST°`�N ETLANC� �o� I I ' s6'. F ' 1 �o — /To REM II�V I 23 _ _ /CAP SET I°n' 1 wlnv# S43 b WETL CO '02 1 i I 11,074 SF ,� ` sew �q �ract'G' i — — — — — — — i i — — — — — — — — — — —- ® 0.06 AC ra � E 1 // Irri _ .. � i � L -a� D CACTI MN & SR D 1 inch = 40 ft:. �° ., v�VTV W�C I ACCESS I I I 1 1 1 ! ' (0.44 AC� I I I 1 1 ! (A 24 1 1 ; m 231 S.F. N6 25 I " 1 26 I I 27 (n 1 10,000 S.F. I I 1 10,000 S.F. 1 0 0,000 S.F. � NATION L — rP) GGA ----- — --- ! —mi h P - — — — — — — — — — — — — — — — — — — — — — — — — — —.— 80.00' 80.00' 80.00' Tract 'B ! CONSERVATION Stormwater Management ! SIGN O Area -.' ��. (2.05 A.C) IG N (TYPN (I� Py TION CONSERVATION SGq SIGN (TYP)--- \ Tract ► — — T Cons �2' 4.A 78.5 a 13�Nai�'4JPLA D .k- t�On BUFER �2 1 206 (PLANT NATIVE SPECIES- 2 s `.� �- SEE i=NVIRO. PLAN-2BIOTECH \ —EXIST. WErLANb TO REMAIN`` 2os EXISTING,, WETLAND LIMITS 205 SET PRM \ o IR/CAP FD ro, o PLS #2391 o � A ` TRACT E IS SUBJECT TO A 1 CONSERVATION EASEMENT IN FAVOR \ ! OF THE ST. JOHNS RIVER WATER \ MANAGEMENT DISTRICT PURSUANT TO SECTION 704.06, FLORIDA STATUTES. ODWAY FIRM MAP 9 1989 0� �T � c o 79A 17 i 1 � STRIPING KEY: A = 6" SOLID WHITE 2.5' LET[ERS B = 8" SOLID WHITE i C = 12" SOLID WHITE 5' LETTERS — AREA \ D = 18" SOLID WHITE W ,• E = 24" SOLID WHITE OWn 508 OR 1f1ETAO ' PFRIRTIID BE19N0 1X15 PONT, F = 6" SKIP WHITE TYP 10'-30') G = 6" SKIP WHITE TYP 6'-10') H = 6" SKIP WHITE TYP 2'-4') 1 = 6" SOLID YELLOW z J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO—DIRECTIONAL WHITE/CLEAR 0 = RPM BI—DIRECTIONAL AMBER/AMBER R = FDP WHITE S = FDP YELLOW T = RPM BI—DIRECTIONAL WHITE/RED CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WEiIAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE E BOUppNDDA��RRIgIES OF THE NATURAL CONSERVATION AREA N ATUPLACE TLCONVAOt���l GNll DARY N.T.S 2.5' LET[ERS NATURAL %I i CON TION j 5' LETTERS — AREA \ o o N� oWAtw. lA,o-dEJUtq W W ,• \ONkgW p5N%UUA111 N 4 OWn 508 OR 1f1ETAO ' PFRIRTIID BE19N0 1X15 PONT, a">w�Mw MM MAIM MANACOM OISNWT PON f mTm Mr-OINA w wwjmO \ NS HWAT /--- 4' X 4' P/T LUMBER CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WEiIAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE E BOUppNDDA��RRIgIES OF THE NATURAL CONSERVATION AREA N ATUPLACE TLCONVAOt���l GNll DARY N.T.S O W J O p >= F- V) O O J Q U M tl� Ld> cn _Q 0 Z JOSTEEE NOTES: FL4 ❑ JOD1. TRACTS 'Et' & 'E2' ARE SUBJECT TO A CONSERVATION EASEMENT 9DEDICATED TO SJRWMD. WTDFLTDATWt SEE T TPROJECT NO. 04-060 o o LL - 0 FLORIDA z 0� 0 O U r L \ Ld N to O Z o !< W F- � U V O vii o J La Q � j W W n' Z N s O to \ o r Qa LLj oQ:�t Y to co or U Z i 10 3 O � co Nw F.:i' o z V7 \ oW0 O N ¢ 0 0 Q }0 a Z Si s U I� Q J L o p o h z -1Ce d W is OJT W Z Z N 5 Q W o WF. o Z r p p TpUw Ow rHNp N W W LI:n rww¢c,amg�W ww �FA LLj 5�� W Z °-��aW yF aZo�z 3 =a~zwpg w�o~owp�m 0: Q N M z---o qa�w o�zw acs __ a�F3vr \a33w W�3w:a�/ U E 04 M In CO �N c � 0 Z oO ami N �'�/ J 00 j U o L o W J 0 m ® c� < �ZwW ZZW zq O > VJ C�Norn 2o 04 6 WC) W Z) ~ ti JJCZ �WN O IQ r ~ F- W o ZQJ m� m z WFC W �U�CV �'CD) J j Qo ZN � ti ti U O W J O p >= F- V) O O J Q U M tl� Ld> cn _Q 0 Z JOSTEEE NOTES: FL4 ❑ JOD1. TRACTS 'Et' & 'E2' ARE SUBJECT TO A CONSERVATION EASEMENT 9DEDICATED TO SJRWMD. WTDFLTDATWt SEE T TPROJECT NO. 04-060 TURTLE GROVE SUBDOVISION PRELIMINARY PLAT SECTIONS 26., TOWNSHIP 31S. RANGE 38E INDIAN RAVER COUNTY SEBASTIAN HIGHLANDS UNIT 13 _ GLADIOLA AVENUE - ' 4a - -- 1-1 STOP slcN (30"} 0 O s (W ' SET SIGNS f_L__ MATCH EXISTING / I PAVEMENT 1 f4 ENTRANCE DESIGN PARAMETERS: - ALL MECHANICAL GATE OPERATORS AND KEYPADS SHALL BE SET BACK A MIN. OF 30" FROM THE FACE OF CURB. - MEDIAN CURB SHALL BE TYPE 'D' (6" CURB) - ENTRY ROAD CURBING SHALL BE TYPE 'F' CURB AND GUTTER (6" HIGH CURB) 40.0)' - TURN -AROUND AREA SHALL BE 20' WIDE �CFE - KEY ACCESS DIMENSION SWITOCH / BOX (KNOX) IS REQUIRED AT THE GATED ENTRANCE WITH A BATTERY BACKUP. I - DRIVEWAY RADII SHALL BE 35 FT. MIN. CD - PEDESTRIAN ACCESS SHALL BE PERMITTED WITHOUT GATE CONTROL. I Od- Lj LLi 0 CD z -10' DRAINAGE/MAINTENANCE EASEMENT DEDICATED TO CITY Q p S 89'43'11" E 1329.31' NORTH LINE OF THE NE 1 /4 SITE BENCHMARk TOP CM= 17.47' i OL -u \ - 80.00' _ 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' 95.00' JI r R ------------ I - No ID LOT 2 ---- ------ I--------� 1-------- F -------I I-------- 1-------- - 4 -- - - - - � F------- I U Q (� I w Z N I I I I I I I 10 v I R ; ►� CD (o i (o I (o I la I to I l0 1 0 o v I i-'� `r' 1 16 I N I 15 1 �, 1, �; 1 3 �; 1 2 �; 1 1 10,000 S.F. I 10,000 S.F. I I I j N N I I N I I N I I N I I I I ui N 1 11 751 S.F. I 6 10,000 S 1F� 1 10,000 S.F. I I 10,000 S.F. I I 10,000 S.F. I '- ( 10,000 S.F. 1 r I 10,000 S.F. I R435.00' I (R=35.00' I ( I I STAB. 1 I i l I I I I I I I I I I I L43.23I I I L=3.40' � 1 I 110'EM LANTH TH OPCAUE BUPE PE S FEf6 T LjI r- �I.OULD I I I I I I I I D45 -16'56"I I D=5 33 45 I I I I_jLo ----� L --------I L -------J L -------J L----- _ ---� T1.61-------� �T=1.70--- L----- i I LOT 3 CH DIR=N8T04'43"W CH DIR=SdT 13'-07"E MIAMI TYPE TYPE 'D' CH=3.23 CH=3.40 CURB CURB I' CURB 180.00' - _ 80.00_ - - -80.00' - - 80.00_ - - 80.00' _ - -80_00' - - 80.00_ 80.000 84.20' yF' / " - ti 7� � - I R4-7 KEEP /� RIGHT" SIGN TYPE 'D' S89'43'11"E - - 3 CURB - - - -- 736.70' - - �^� 0'-tiTlttfil - G S84'26'15_ E 8.R 'R PAD - It 8,R ? 36, EASEMENT 58.26' 20' -� 10' UTILITY R4-7 "KEEP KEY 8'R EASEMENT W 1 - - - - - - - - - - - 49 89 RIGHT" SIGN PAD R1-1 STOP SIGN (L A 1 W _ 80.00' 80.00' 80.00' I I 80.00' - _ 80.00' � 77- - - + I - - \ - - �I3s;� W/ STREET SIGN V) - ' I I 80.00' - ---I r-------- r ---------I r --------i I I I-- -----1 r --------I ---- `�9. �� 5 PEDESTRIAN - 10 DRAINAGE F 0' W 1 ( I I I I I I I I I EASEMENT ( I I 1 \� \ DAECES�ST-0ELMENT -- 1 i I I I I I I I I I I I I I I I I Rl-1 STOP SIGN (V) CIT IWI STREET SIGN W to I to I l0 1 I� I I Io I ►0 1 ( I II Z IN I IN I IN I I I I I� I Igo I I I I I I f J I i 23 I i 29 I I 30 I I I 31 I I 32 I , 33 I I I l o l 11,655 S.F. 1 1 �Lcoo),I I I 40 R/W I I I 10,000 S.F.i I I 10,000 S.F. I I 1 10,000 S.F. I I (( 1 10,000 S.F. 1 I 10,000 S.F. I 11,961 S.F. 1 I I ( DEDICAE 40R/W U 1 I I I I I I TO CI7Y PE PLAT LOT 5 I- --� L -------J L -------i L -------J I I S -------J L -------- j I I q I 1 1 Q 4 1 11 I I I rI I L-----------� I L -------J I - 125.00'Ld -- ----- ------ - - - - --------------------- --I-- --------------� I I I �----- 80.00' 80.00' - - 80.00' - 1 80.00' _ 80.00' I - 95.00- I , 10' LANDSCAPE EASEMENT--�-►I I-- ` W 00 10' DRAINAGE/MAINTENANCE - I I , WITH OPAQUE BUFFER , ) I z - - - 1 EASEMENT (PRIVATE) I rC' 'f i ; ( (I ( oN 0 ortzzn6 o �wi° o I °34 1 10,000 S.F. ooi o 6) 10,000 S.F. � ONSERVATION TractB' - --___� � SIGN (TYP) Stormwater Management 125.00' o O Area z- __ ____ (2.05A.C) --L-- L�-r25o0'--_-J - I ( i ----------, 1 6, Uwe I I t I I 1 I I I � STAB. _. ------------ I ,---___.-. _------1 I - ( I 5 i I + 1 � . MOULD O CONSERVATION 1 I-10' DRAINAGE I 1 1 1 z 2.12. I EASEMENT 1 I o f i 10,000 S.F. i I oo Z Q 210 SIGN (TYP) I , , 1 (� I z 1 of I 35 I of 1 10' LANDSCAPE EASEMENT I 1 Q LOT 7 211 \ \ I O00 ( I 10 000 S.F. 1 100 ( I t_ WITH OPAQUE BUFFER- J I 3 1 I I I -� I i � PLAND BUFER i I I _ 125.00 - EXIST. DRIVEWAY _214 (PLANT NATIVE SPECIES- I - - - - - - --~ I { I SEE ENVIRO. PLAN -BIOTECH) I 125.00' I 5 �' I r- - -' III = j _ _ _ _ _ _ _ _ R/W--- __....._.._........_. 6 rI -----CONST. SPLIT RAIL 215 FENCE AT T.O.B. II I II 0o(( 1,1 /I(II I1I1I I I Tract'D w LANDExlsT10,000 S.F. REMAIN i L O T S36 oa 4' PAVED ACCESS ` \ 1 GATE W/KNOX LOC \ CONSERVATION 001 I I 00 ( I I ROAD 1 ,.. 217 10,000 S.F. �--------- - 3`=f' � SIGN (TYP) ( I I I I I '�- 125.00' 1 TraOt E2- � - _ /� S ConservtlonST,�/vv i -o; I 20 EMERGENCY - 36 I1 - �r t _ 1 C14 ACCESS TRACT # ti (3 30 A C).� I _ 125.00' RECREATION & W ACCESS I I I - - 125.00' 3 (0.44A :. r 18 1 --------- 22 M M I MATCHLINE SEE SHEET 6 STRIPING KEY: A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP 10'-30') G = 6" SKIP WHITE TYP 6'-10') H = 6" SKIP WHITE TYP 2'-4') 1 = 6" SOLID YELLOW 0 J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW w w z L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO -DIRECTIONAL WHITE/CLEAR 0 = RPM BI-DIRECTIONAL AMBER/AMBER R = FDP WHITE S = FDP YELLOW z T = RPM BI-DIRECTIONAL WHITE/RED FLORIDA NOTES: 1. LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,8,9 AND 11-13. 2. TRACTS 'E1' & 'E2' ARE SUBJECT TO A CONSERVATION EASEMENT DEDICATED TO SJRWMD. Q 0- z n - zn W CL 0 O 0 -I w w z Li o O >- U X \ w V o w Q z h O �Qoo O O O U QJ Z. U W OON & 0 co o � \ a O N N c \ Y d 2 I� 3 z 0 ~ 0 QW0 O o av zo Qi In¢ o o a Oho Q } O U d Ow d. Z$ c� zz o C9 3 U v w ° w e c'n e w e _j o a v vUi o Oga N o d. Z W W w w iwz z W w x S Q 0 W 0.' 0 O' 0 Q w�oWaW zow �WWQ�o�3gw w�w�sQa�v�ow Fn SQ.'0 W N� aQZwoaa~3 WRQ JOSEPH A SCHUUCE N M z�o�tioowo�m�3 48 ❑ �w==�j ii�ww3�ir w0�22w Na�Zcwn�O \�Fa33�i��%3w�ao 57 6 ❑ /110 REG. U z DATEFE z E SHET PROJE T , 0. Q M cn N J ` 04- 0 N � Q 0 oN ry OJ � Li.00 Q Q; (oU o 0 W o mQ Ci Z Z w W Lu O > Q N 0 � 06 20wo C� t� N -- Z: 0 _Ifs IL_I �z W W It NdNU �W RE Qo D (f) Z N �- rUn V ♦ U F - NOTES: 1. LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,8,9 AND 11-13. 2. TRACTS 'E1' & 'E2' ARE SUBJECT TO A CONSERVATION EASEMENT DEDICATED TO SJRWMD. Q 0- z n - zn W CL 0 O W -I Li 0 O >- iii z O U J 0 M :D> �V)w ~ z z riFRTIRCATION JOSEPH A SCHUUCE Fl REG. NO. 48 ❑ JOD) B. BI 1 REG. N . 57 6 ❑ AM TODD REG. 576 DATEFE z s SHET PROJE T , 0. J ` 04- 0 J / TURTLE GROVE SUBDIVISION PRELIMINARY PLAT SECTIONS 269 TOWNSHIP 31S,, RANGE 38E - INDIAN -RIVER COUNTY, FLORIDA MATCHLINE SEE SHEET 5 . i il . i an 1 r i m . i, i i u I ie,r ✓ i i i i \ y�i i . r . ... i' i i i I. .. i i i . I: - - i i i i4 i i ri i \ P / i \\ I _40' R/W 29 DEDICATE[ 40 RW125.2437 TO CITY PEt PLAT LOT 9 10,046 S.F/ 000 ?Zci10,352 S.F.G s,e>"j \ &220 UTILITY LITH 222 \ \ A 2 EASEMENT — I Tract C ,, F �i I --- 'Q?j — 94.54 _ `S3�?• IN, Recreation and l til tiPfS ( � 59.38 - ' R4-7 KEEP ' n s ?,4 �0 (0.13 AC.) I — — — _ !y6 3 �h0 RIGHT SIGN 1-1 �i f- — — DO iQ� s?q �, 223 N I I L� 5' UTILITY I I 1 EASEMENT I I I 6. LOT 10 a \ TILITY EA EMENT /, 2 I I iF OULO:R Tract E2 225 FOR LIFT TATION 1 1 Conservation 226 10,467 S.F. I I ` jsp `� (3.30 A.C) -— , j '` j ` "°`' r• \ CONSERVATION Tract'G' `2 SIGN (TYP) 1 1� ` l ! r r ,4LTJON P. SRWCD ACCESS °\ I a ¢ / HE 10/`YEAR rLOOD ,PLAIN ELEVATION % i I x(9.44 AC) � \ ��� ��� � l \ `� — — — — —j I � � �� EXIST. DRIVEWAY z �� s� � w I --LOT 11 / j/' ®• N X0.80' IS At 8.5 ,,fN SECTION KI/OF FEQ/A �' j% / '"' 228 ` \ — 1 is Q J` j' EXIST. WETLAIf;: \ I _ Ld STRIPING KEY: A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE 0 C 0 F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP H = 6" SKIP WHITE TYP �6:-10') 2-4') 1 = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP6'-10') O N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO -DIRECTIONAL WHITE/CLEAR 0 = RPM BI-DIRECTIONAL AMBER/AMBER R = FDP WHITE S = FDP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED TO REMAIN o m (D r 0 m Q i / J j / / �• ` " : LO 10' LANDSCAPE EASEMENT 3 I 00I (� m WITH OPAQUE BUFFER ' w ¢ O Z z ON 229 1 � IN __ .__._._._ .-__-- _. �.____(� ______._ __..._.. __-- Z W SET PP.M UPLAND BUFER ` I ( ¢ o r` ♦^ o > (PLANT NATIVE SPECIESp m V, q, d ' o z = t0 IR/CAP �h'D C ¢ PLS #2391\ SEE ENVIRO. PLAN-BIOTEGN \ 13 I I¢ zo _j Q ° j civ �, \ \ 1 2 2 A 1 a � in N J j O= Lu L;j LLI U) Ln o LOT 12 J .o c!? N 23o I I ¢ W 0 00 '"� ,, i j % �♦ \ CONSERVATION I I rn '• / / 1 \ K= SIGN (TYP) 232A _j V Z O SEBASTIAN HIGHLANDS UNIT 11 / x 231 A PLAT BOOK 7, PAGE 56 _ ti ti CONST. SPLIT RAIL w ,(FENCE AT T.O.B.—\\ _ .,.. _ LOT 13 v GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 40 ft. _..... __. ___-._-- __ __...-__.___._...-------.-.._..-......... _...... -._....__..-............ ____.__. / ® \LLJ i N LIMITS OF OVERLAY 1 , h LOT 14 LOT 15 m Tract'E2' I Q LIMITS OF FLOODWAY AS SHOWN ON FIRM MAP \ ® / \;, �! NO. 12061 CO090 E ® / / / / \ ?� Conservation v DATED MAY 4, 1989 ..J► V 1 V H A V R l V E cn N T FD \ _ CM FD NO ID C �® / �, Ips(• 2 LOCATIONS: I I I I O / �J / `� R/W¢ CONST. 3 CASE 1 YELLOW pCf./ /. D GATED SIGNS W/ W1-6 SIGN. ro CITY _ z _ I SET PRM L 40' R/W Q ' 6+ PER PLAT c/� ~ BLOCK 364- SEBASTIAN HIGHLANDS \ p UNIT II 160 LC)/ v m w Q LOT 1 LOT 2 LOT 3 Quo _j I ; SET PRMV t t ' o z 3:CD IR/CAP FD `� LL1 ¢ pz = m I PLS #2391 �. N z a /I 30' DRAINAGE R/W c~ n j / z Ld m i \\ \ ¢ V) __ ....._..........._... _ __......._.._....... ____._._._._._._.._..__._..__........_...........__....._._._... GAO ��,�0, 6 `-_..._..._ __ <\ � C �� � � +� / � � z ' -- --- ,- _ � � � � NOTES: O �A G ! ♦ / ! / �. M Q -- _ 1. LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT S� X5.55 -- _ FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF R+ SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED %O ON SHEETS 5,6,8,9 AND 11-13. n 2. TRACTS 'E1' & 'E2' ARE SUBJECT TO A CONSERVATION EASEMENT E LKCAM DEDICATED TO SJRWMD. -� / , / �, WP TE RWAY j rOA a n ry Z Q� ZIL w n Lel OJ LL_ OO)- F - Ur (/) Z O J 0 U m� z:)> H()Iz Z Q Z COMA JOSEPH W. SCH FL REG. N0. 0 ❑ JODAH B. BI FL. 5739 ❑ AM P. )Al REG. N . 60 FEB 7 SATE: SH T PROJEC J 04-060 J 0 C 0 W O U U \ Ld z Z F" a O U W 0 O a Z Q U <n v ix- W Q J � W CL a. z a S to W !7 O O Q im Q W \ \ Q d Lo c0 Il 0 LLjr C CO z J xz 0 -) Z O U 10 0=U WU n. O N Q 0 0 3 Q Q o o z Y W 1 O D O U h O L d a N Om J� W Z W w� o w n N W= 2 Z W Vl S W Q D! a 0 w�ONa� ww r Wwau9m3�W () W Q' Q '�aa��xow S Q. a Nt.a¢zWOQ4aii'-3 W Z oww=ariZwo3 2'�W ~�piZWJQU' owax=xwW�Z3N� wo==wwa�,�w�a `�iL33w��3w�a j U E Q M In m Q Z 00 LL Q j � U o w0Q TO REMAIN o m (D r 0 m Q i / J j / / �• ` " : LO 10' LANDSCAPE EASEMENT 3 I 00I (� m WITH OPAQUE BUFFER ' w ¢ O Z z ON 229 1 � IN __ .__._._._ .-__-- _. �.____(� ______._ __..._.. __-- Z W SET PP.M UPLAND BUFER ` I ( ¢ o r` ♦^ o > (PLANT NATIVE SPECIESp m V, q, d ' o z = t0 IR/CAP �h'D C ¢ PLS #2391\ SEE ENVIRO. PLAN-BIOTEGN \ 13 I I¢ zo _j Q ° j civ �, \ \ 1 2 2 A 1 a � in N J j O= Lu L;j LLI U) Ln o LOT 12 J .o c!? N 23o I I ¢ W 0 00 '"� ,, i j % �♦ \ CONSERVATION I I rn '• / / 1 \ K= SIGN (TYP) 232A _j V Z O SEBASTIAN HIGHLANDS UNIT 11 / x 231 A PLAT BOOK 7, PAGE 56 _ ti ti CONST. SPLIT RAIL w ,(FENCE AT T.O.B.—\\ _ .,.. _ LOT 13 v GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 40 ft. _..... __. ___-._-- __ __...-__.___._...-------.-.._..-......... _...... -._....__..-............ ____.__. / ® \LLJ i N LIMITS OF OVERLAY 1 , h LOT 14 LOT 15 m Tract'E2' I Q LIMITS OF FLOODWAY AS SHOWN ON FIRM MAP \ ® / \;, �! NO. 12061 CO090 E ® / / / / \ ?� Conservation v DATED MAY 4, 1989 ..J► V 1 V H A V R l V E cn N T FD \ _ CM FD NO ID C �® / �, Ips(• 2 LOCATIONS: I I I I O / �J / `� R/W¢ CONST. 3 CASE 1 YELLOW pCf./ /. D GATED SIGNS W/ W1-6 SIGN. ro CITY _ z _ I SET PRM L 40' R/W Q ' 6+ PER PLAT c/� ~ BLOCK 364- SEBASTIAN HIGHLANDS \ p UNIT II 160 LC)/ v m w Q LOT 1 LOT 2 LOT 3 Quo _j I ; SET PRMV t t ' o z 3:CD IR/CAP FD `� LL1 ¢ pz = m I PLS #2391 �. N z a /I 30' DRAINAGE R/W c~ n j / z Ld m i \\ \ ¢ V) __ ....._..........._... _ __......._.._....... ____._._._._._._.._..__._..__........_...........__....._._._... GAO ��,�0, 6 `-_..._..._ __ <\ � C �� � � +� / � � z ' -- --- ,- _ � � � � NOTES: O �A G ! ♦ / ! / �. M Q -- _ 1. LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT S� X5.55 -- _ FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF R+ SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED %O ON SHEETS 5,6,8,9 AND 11-13. n 2. TRACTS 'E1' & 'E2' ARE SUBJECT TO A CONSERVATION EASEMENT E LKCAM DEDICATED TO SJRWMD. -� / , / �, WP TE RWAY j rOA a n ry Z Q� ZIL w n Lel OJ LL_ OO)- F - Ur (/) Z O J 0 U m� z:)> H()Iz Z Q Z COMA JOSEPH W. SCH FL REG. N0. 0 ❑ JODAH B. BI FL. 5739 ❑ AM P. )Al REG. N . 60 FEB 7 SATE: SH T PROJEC J 04-060 J ADJACENT ZONING: RS -10 41 LAND USE: LOW DENSITY RESIDENTIAL (2) OR (3) TEMP.1 8" PVC OVERFLOW/ -� HATCHED AREA �f,VEREXf)�4V BLOCK 339, i DISCHARGE PIPES W/ REMOVE CLAYED 5A�? (D PT : CONST. BERM AT 90' BENDS (SKIMMER) 2 FT. TO 5 FT.) Arra `OACKNLL NORTH PERIMETER SEBASTIAN HIGHLANDS UNIT 13 FOR SETTLEMENT POND 24" CMP ELEVATION 1.3 FT FOR DEWATERING OPERATION WITH CLEAN TAN SAN11 (N ' N.INV=7.50' ABOVE INTERNAL ROAD) PB %> PG 82 SEE SECTION G -12A. -� '' INV.= 10.2�' �� _ S.INV=7.04, INSTALL FLOATING -_ . _ _ _ .. _ __. ._ _ _ _ _ - _ . _ _..._. _ .._.._........... TURBIDITY BARRIER -10 ..,.D ..ME/MAINT.ENANCEE .:- _-� li. - p' E"/M . - _ 1 D.RAINAG AINTENANCE EAklM!E EDICATED-T4-CITY•._.. - .._ _._......... _ .. SR1 .. - __.. _ _ .__ _ - -_ _.. � EASEMENT DEDICATEb�'T0 -CIT . �'j•- "'"`"� PL CAP f FD .r \ �\ \_ 14.5' w - 14.2' i= I-- PLS #2391 �--------------- -- - olk �G a� 15.0 ,�-~� .-.-:~�•'1�--�--� � b I- z ch W 2-0�0o19 18 17 1 si Q z �; +'� --�-� -�_ ���i.-, f MIN FFE 4.50 �' IN FFE = 14.75 MIN FFE = 14.7 IN FFE = 14.50 1 O -'" ' /-J SfA: _I�5� . 7, 6 T -STA. 1+83.95, 5''' ALT I STA. 2+93.14, 18.'0' LT N \ I►.SS . 4 J 4" 22.5' B D 4` 6"X4" REDUCER r 1 F S PIE _,. 1231 LF 4 PVC WM \ 44.1 / » j FIRE HYD ASSEMBLY FH TO BE 8' FROM 6C C 7/7- io LF 15 IAD { z VHATCHED AREA FILL 1V -- - - - SLOPE -PLANT WITH 1VM I I' - 1 0 ? 1VM 1VM - 1 ` 1 1VM 1VM� 1VM J NATIVE VEGETATION I' E" W g i i ` ! (CREATE UPLAND BUF Y EXISTING ® WETLAND f0� _-9 101 ® /CAP SETT" �+ PLS #5243'' 10� ` WITTV S o 0 0 AC ra 'E SET PRM ons rva (0.2 ,)ON, 104 UPLANDS AND WETLANDS TO BE CLEARED, RE -GRADED AND RE -PLANTED. SEE MITIGATION PLAN BY OTHERS. REQUIRES MIN. 0.87 y\ ACRE-FEET OF CUT FOR FLOOD 105 PLAIN COMPENSATION. / IM� I /CONST. SPLIT RAIL /lENCE AT T.O.B. i _L STRUCTURE °C PLSS #2391 72 ry SHEET 118 RIPRAP APRON SEE DETAIL SHEET 11A Tract V CEATION & SRWCD ACCESS (0.44 AC) >J4 / HATCHED AREA FILL SLOPE -PLANT WITH DATIVE VEGETATION ( BATE UPLAND BUFFER)- . � H.P. L.P./ AS -12 1 > _ 13.3 _ _ _ 12.8' _ _ 1 •sem \ �- _�1 0 r ct G /14.53 Z 0.�4 AC'i ACCESS ( i 1 � Y z 1 M 2 M FFE =11-2& �6 ,� _ MIN FFE = 14.8 MIN FFE = 14.50 MI'J\FFE = 14.9. rri QG HAND PRIIOR ONCONSTYRUCTION +12" 1 -- -----A(R (TYP) 00 17R--- - - - - _ �s-14 _ 1�c ter- IiL :,I r4' I 2.9 C ^� -- dor a �nglnrlt 1 REMOVE CLAYED SAND (DEPTH: +. ' Ot 2 FT. TO 5 FT.) AND BACKFILL ADJUST OUTF WITH CLEAN TAN SAND (G5% FINES) LOCATION IN FIELD SEE SECTION G -12A. LOCATE AT OR NE Tract 1G1 8.70' ELEVATION. - RECREATION & SRWCD ACCESS RIPRAP APRON (0.44 AC) SEE DETAIL SHEET UPLANDS AND WETLANDS TO BE CLEARED, RE -GRADED AND RE -PLANTED. SEE MITIGATION PLAN 221 BY OTHERS. REQUIRES MIN. 0.87 ACRE-FEET OF CUT FOR FLOOD PLAIN COMPENSATION. f LIMITS OF FLOODWAY ® •,. AS SHOWN ON FIRM MAP NO. 12061 CO090 E DATED MAY 4, 1989 NATURAL CONSERVATION I LETTERS AREA 0 J VO S �\ No MWN06 wm-aM+a �s w ��✓✓ F c� ,�. F SCR 07M OisnAMM OE To N w ti / 7 wvw sm OR OEOETAUM Pownim BEYOND IRIS PONT. / ST. CML MM M JOHNNr 015MCr FOR Flq"IFOAIOH NO ISS HABITAT cl/ 4' X 4" P/T LUMBER CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN N.T.S 40 0 20 40 ,�/ 80 ( IN FEET ) 1 inch = 40 pL / 209 UPLANDS AND WETLANDS TO { BE CLEARED, RE -GRADED AND 1 RE -PLANTED. SEE MITIGATION PLAN BY OTHERS. REQUIRES MIN. 0.87 ACRE-FEET OF CUT FOR FLOOD �\ PLAIN COMPENSATION. oh�- 79A cyT o sljs SHEET 7 SHEqT 8 SHEET 9 SHEET 9A I R 1 t SHEET 9,A� I SHEET LEGEND KEY SILT FENCE SPLIT RAIL FENCE FILL SLOPE- PLANT WITH NATIVE VEGETATION (SEE ENVIRONMENTAL PLAN- BIOTECH) TOP OF BERM- 4' TO 5' . WIDE, FLAT TOP- STABILIZE AND SOD OR MULCH FOR PEDESTRIAN ACCESS. NOTE: 1. ADJUST GRADING AROUND TREES TO BE PRESERVED IN ORDER TO MINIMALLY IMPACT EXISTING TREES. 2. EXISTING TREES TO BE REMOVED MAY BE RELOCATED TO THE EAST PROPERTY LINE BUFFER AREA. NOTES: *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. t� o o � r` D c ,c: co r - U \ to O Z Z U o 0 0 0 . Z M N 0 F 0- w w ¢w Q N Q In uj kc Q d In co Z 0 a z co u- �t d- 2 W W � � w .ZiLNy� ~pW FZV�OUwml=N� ww< a i�W a � o Wo�aaa~3 2-OQa Wpm ag ow=�i`WwZ3cn>- w0==www, n-�<➢wira aa..33wn03wa� /01 U� O E J rnS _i M 0) N j3 C Oe Z00u-cin Q jDo U, C) =_ WoW-j • 0m¢ O zZwW �-- w �o> Q. N00 O � CK 04 Z a W o W �QI=ti JLL CDU j 0 E- wP>~ - zQ� m _5ZQ_LL LL U >N 04CO J Qo (6 ZN v c� a Z IL QO < (n z Li1 �J Lit n > Q 0 IZ Z Q 0 1 ADD EASEMENTS/PATH-SRWCD 11/27/06 2 FLAT -TOP BERM NEAR LOT 24 4/9/07 0 3 REV. PER SJRWMD COMMENTS 6/4/07 DRAINAGE STRUCTURE SCHEDULE STRUCTURE TOP IL` 00>= NUMBER ELEV INVERT ELEVATIONS BOTTOM ELEV DESCRIPTION LOCATION DS -1 12.80 8.8 (N) 8.30 MODIFIED MIAMI CURB INLET 20+09.87, 25.87' RT. DG -2 j i2,�J I 6.bO 7.�o 100S/7IED MIAMI U✓:G 114Lr U DC Jj 12.60 j G.10 6.1 G IYIC/✓! IDG MIAMI C,JIRG II&L-T DS -4 12.60' I 9.85 (NW,SW) 7.00 MODIFIED MIAMI CURB INLET 1+11.72, 28.88' RT DS -5 12.60 I 8.50 (W,S) I 7.50 MODIFIED MIAMI CURB INLET 21+31.91, 11.0' RT DS -6 12.60 I 8.30 (N,E) , 7.30 MODIFIED MIAMI CURB INLET 21+31.91, 11.0' LT DS -7 I 15.30 12.00 (W) I 8.50 I MODIFIED MIAMI CURB INLET I 23+13.62,11.0' RT DS -8 ( 15.30 + 7.98 (W,S), 11.97 (E) I 6.80 I MODIFIED MIAMI CURB INLET I 23+13.62,11.0' LT DS -9 I 14.30 8.25 (S) { 7.25 I MODIFIED MIAMI CURB INLET 7+57.42, 11.0' LT DS -10 14.30 8.22 (N,S,W) 4 8.00 I MODIFIED MIAMI CURB INLET 7+57.94, 11.0' RT DS -11 I 12.60 i 9.10 (S) 8.10 I MODIFIED MIAMI CURB INLET I 4+37.88, 11.0' LT DS -12 I 12.60 9.07 (N,E) 7.90 I MODIFIED MIAMI CURB INLET I 4+37.88, 11.0' RT DS -13 I 12.60' I 9.95 (W,SE) I 7.00 I MODIFIED MIAMI CURB INLET ( STA. 1+30.23, 46.11LT DS -14 I SEE DETAIL, SHEET 118 I CONTROL STRUCTURE I - DS -15 I SEE DETAIL, SHEET 11 B CONTROL STRUCTURE - DS -16 I SEE DETAIL, SHEET 11 B CONTROL STRUCTURE - DS -17 I SEE DETAIL, SHEET 11B I CONTROL STRUCTURE I - SEWER STRUCTURE SCHEDULE STRUCTURE TOP NUMBER ELEV INVERT ELEVATIONS DESCRIPTION LOCATION Ss -1: 12.75 8.09 E SAN. SEWER MANHOLE 1+50.44, 43.95 LT SS -2 12.84 6.93 W; 6.83 E SAN. SEWER MANHOLE 4+24.87, 0.28 LT SS -3 14.6 5.81 W; 5.71 E SAN. SEWER MANHOLE 7+28.86, 2.19 RT SS -4 I 16.25 4.67 W; 4.57 S SAN. SEWER MANHOLE 10+38.18 SS -5 I 15.55 3.87 N; 3.77 S SAN. SEWER MANHOLE 23+28.12 SS -6 I 13.20 3.09 N; 2.99 SW SAN. SEWER MANHOLE 21+24 ' 12 SS -7 13.30 2.67 NE; 2.57 W SAN. SEWER MANHOLE 20+51.21, 62.13 LT LS -1 13.50 2.53 E LIFT STATION 20+51.03, 74.92 LT SHEET 9 SHEET 9A I R 1 t SHEET 9,A� I SHEET LEGEND KEY SILT FENCE SPLIT RAIL FENCE FILL SLOPE- PLANT WITH NATIVE VEGETATION (SEE ENVIRONMENTAL PLAN- BIOTECH) TOP OF BERM- 4' TO 5' . WIDE, FLAT TOP- STABILIZE AND SOD OR MULCH FOR PEDESTRIAN ACCESS. NOTE: 1. ADJUST GRADING AROUND TREES TO BE PRESERVED IN ORDER TO MINIMALLY IMPACT EXISTING TREES. 2. EXISTING TREES TO BE REMOVED MAY BE RELOCATED TO THE EAST PROPERTY LINE BUFFER AREA. NOTES: *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. t� o o � r` D c ,c: co r - U \ to O Z Z U o 0 0 0 . Z M N 0 F 0- w w ¢w Q N Q In uj kc Q d In co Z 0 a z co u- �t d- 2 W W � � w .ZiLNy� ~pW FZV�OUwml=N� ww< a i�W a � o Wo�aaa~3 2-OQa Wpm ag ow=�i`WwZ3cn>- w0==www, n-�<➢wira aa..33wn03wa� /01 U� O E J rnS _i M 0) N j3 C Oe Z00u-cin Q jDo U, C) =_ WoW-j • 0m¢ O zZwW �-- w �o> Q. N00 O � CK 04 Z a W o W �QI=ti JLL CDU j 0 E- wP>~ - zQ� m _5ZQ_LL LL U >N 04CO J Qo (6 ZN v c� a Z IL QO < (n z Li1 �J Lit n > Q 0 IZ Z Q /DATEF�B 2 7 Kiluo HEE I 7 PRO ECT NO. J 04 60 J 0 0 LLJ > Z IL` 00>= 0>0 Lid U 0 J M IX ry:D> Ld V) BE z 0 z � J / CERIIRCA71ON JOSEPH W. &E FL REG. 4 ❑ JODAH B 81 FL REG N0. 57 /DATEF�B 2 7 Kiluo HEE I 7 PRO ECT NO. J 04 60 J 1 ADD EASEMENTS/PATH-SRWCD 11/27/06 0 0 \ 153 X, 18.65 2 GRADE CHANGES- LACONIA 4/10/07 Q 3 REV. PER SJRWMD COMMENTS 6/4/07 _c� "_1 180-D0' I 4 ADDRESS COMMENTS FROM 6/7/07 00 16" CMP I 1 - » SJRWMD DATED 5/1/07 N.INV 15.51 ' IN.IINV=15.66' CMP S.INV=15.69o 00 SEBASTIAN HIGHLANDS UNIT 13 � . � � � �,�Nv=15.92' DRAINAGE STRUCTURE SCHEDULE o z .0 ` 18.16 i 8 STRUCTURE TOP to - LU F b GLADIOLA AVENUE X11.4 - ID $ 1 0 N�sBfR ELEV INVERT ELEVATIONS BOTTOM ELEV DESCRIPTION LOCATION ' W U87T FD 4fl-�C x o o: - 12.80 8.8 (N) 8.30 MODIFIED MIAMI CURB INLET 20+09.87, 25.87 RT. F'='- 18.34 w c° I L_ DQ L I2.bJ c3 J 7.'3--Talc/PrIDG Iv � m Lu ccn MATCH EXISTING ` J"'135 4 - �= 3 l 2.dJ y, 10 G. I J 1,111 �'iCG Iv Q (n in Lu Lu 18.30 �- PAVEMENT '8 5 6 8.24 18.5 DS -4 12.60' 9.85 (NW,SW) 7.00 MODIFIED MIAMI CURB INLET 1 s 8.4 - DS -5 12.60 8.50 (W,S) 7.50 MODIFIED MIAMI CURB INLET REGRADE SWALE 8 �\' 18.2,2✓'7 BUTS CONST. DS -6 12.60 8.30 (N,E) 7.30 MODIFIED MIAMI CURB INLET ENTRANCE DESIGN PARAMETERS: • 1 / DS -7 15.30 12.00 (W) 8.50 MODIFIED MIAMI CURB INLET - ALL MECHANICAL GATE OPERATORS AND CONST. 25 LF KEYPADS SHALL BE SET BACK A MIN. 12" C.A.P. W/ M.E.S.I TE -23 - DS -8 15.30 7.98 (W,S), 11.97 (E) 6.80 MODIFIED MIAMI CURB INLET OF 30" FROM THE FACE OF CURB. INV.= 15.75 NE, 15.5 SW tldJ O • I I 12A DS -9 14.30 8.25 S 7.25 MODIFIED MIAMI CURB INLET _ MEDIAN CURB SHALL BE TYPE D (6" CURB) ENTRY ROAD CURBING SHALL BE TYPE 'F' SW -2 EXTEND d,)' ; DS -10 I 14.30 8.22 (N,S,W) 8.00 MODIFIED MIAMI CURB INLET CURB AND GUTTER (6 HIGH CURB) I _ - TURN -AROUND AREA SHALL BE 20' WIDE DRAINAGE DITCH DS -11 t i � ' 12.60 9.10 (S) 8.10 MODIFIED MIAMI CURB INLET (SEE DIMENSION ON PLAN) CULVERT FLUCFCS I ' ' DS -12 12.60 I 9.07 (NE) 7.90 M OD FIED MIAMI CURB INLET I -KEY ACCESS SWITCH /BOX (KNOX) 510 0.01 AC. o .: IS REQUIRED AT THE GATED ENTRANCE I cfl DS -13 12.60' 9.95 (W,SE) 7.00 MODIFIED MIAMI CURB INLET I 36 P I P L- WITH A BATTERY BACKUP. ; I: r � N6INV M 5.59` ' I c, I���,i',-= � 93' _DRIVEWAY RADII SHALL BE 35 FT. MIN. EXTEND CULVERT I� 21 S.INV=15.56' DS -14 SEE DETAIL, SHEET 118 CONTROL STRUCTURE (\ PEDESTRIAN ACCESS SHALL BE PERMITTED 16 LFt INV. 12.451 DS -15 SEE DETAIL, SHEET 11B CONTROL STRUCTURE ' I WITHOUT GATE CONTROL. CONST. SAND -CEMENT I SILT FENCE 0 I ENDWALL u o v1 1 DS -16 S C TOP OF BANK CONST. BERM 2 FT- _� I ABOVE C.L. OF LACONIA EE DETAIL, SHEET 1 1 B CONTROL STRUCTURE W I cj i'1 1 DITCH DS -17 SEE DETAIL, SHEET 11B CONTROL STRUCTURE C _.,_ .._ .. _ ...._ _,.._.. _ ._._ ._....... 3 � 4 _ 1:4}1a INAC .. AIf1TENAIVCE _ "c3 ,:Z - E3 _ _.� _... : _.,...:.., f2A _ _ _.. _ _:... .. _ ....._, .. _,...... ..... .... D TCH . ..,.. _ .,.. _,._-. _..........__...... .._,._..__-___ ... __..__... ,.-.,._.._... .:. _.,...._,.._. ..._.:_._.. _ . ..__.....__..._.__ .....-..__._,.._ \ .__,._........-... ~---._:-.-.:� ....._. ........y.�.... ._...._. __ .._..-- _- - ' I � _ �__ _��:.___ - -= SEWER STRUCTURE U C TU R E DIT�r__..,_. _.. *,. _.. , SCHEDULE EASEfv �NTw DEDICATED �:T.O fiY ��- ..- ._...A- _.... _.. _..__. _ _.... u.. -w., _TE="BEN ~MaR CULVERT 89 43 1 . 1329.31 _. ,�- % I�ibP2'fH UNE OF :"lii1= NE �/ �---- - 7.-4'7 INV 12 49' 1 - NUMBER ELEV 0 M; W INVERT ELEVATIONS --'�--------------- - -'== - ---- \ 183` u D I 6" V ----RELOCATE TELEPHONE ---ro----- --------------�-• - -- flCATE TE TOP 7V.._ _ _ i G POLE SS -1 12.75 8.09 E SAN -r� �1E. it 1 J� _ 17.iC �j L I LOT 2 - / ` \ " / / ; \ / +� 5'I -SAW-CUT ALONG EXIST. SS -2 12.84 6.93 W; 6.83E SAN i 15.8' B3 i `� I �\ ACR (TYP) I SS -3 f EOP- TRUE/STRAIGHT UNE 14.6 5.81 W; 5.71 E SAN ; c REMOVE ALL PAVEMENT, BASE ACR (T1vP) ' iA 1 0 9 j _ MATERIALS WEST OF LINE SS -4 16.25 4.67 W; 4.57 S SAN a � R SS -5 a �` 1 rf v it 15.55 3.87 N; 3.77 S SAN _ 16 # 15 14\132 11, I 1 A_A SS -6 i MIN FE - 17.94 g 13.20 3.09 N; 2.99 SW SAN MIN FFE = 17.50 112A (� MIN FFE = 1 C9: ` MIN FFE = 15.53' MIN FFE = 16.15 ' ;� MIN FFE; = 16.15 MIN FFE ,= 16.32 MIN FFE = 16.86., MIN FFE,, 17.35 ; r � SS -7 13.30 2.67 NE; 2.57 W SAN I \ f 10 LAND CAPE EASEME 4T-�i r- - �l1OULE=-f DEFLECT F.M. MIN I I I I I WITH O� UE 8Urrt Ld ' / , + '$. / \ �1 7.13 12 BELOW W.M. LS -1 13.50 2.53 E / \ s/ / I 1 '•4 CL W r % `� / / ! �; ` "T i' Lor 3 I _ �\ STA 10+56.90, 26.51' J f MIAMI TYPE 19-0'1 Q TYPE 'D' ` " I _. _ 22 LF 15 ADS -766 LF 6" PVi i WMNST6JXG6_MJ TEE 182 LF 6- PVC WM s, CURB r CURB 1_ 0, _ CURB - - ��' f \^' N _ h�¢ STA. 12+43.01, 26.51' LT W 1tlM 1tlM 1tlM 1tlM 1YM lYM 1 M 1YM iYM '`. itlM 1VM lYM ( 1tlM 1tlM 1tlM 1tlM -- i M 1' - , CONNECT TO EXISTING WATER MAIN W N r 1 t I-' I I _. �"' _---- `° CONST: 6"x6' TAPPING SLEEVE W/6" GV 1 5 " 6 H.I'. % \ 15.85' �' TYPE 'D' 16.5 TEMP, JUMPER CONNECTION I I SS -3 I DS 9 } " �,. 0�g 3 CU B 16 79 1 r. 8'CL SAMPLE POINT 1 _. sArt QQ LF SAI- SAN14.9 - - Z'05 -LF e-3fiWE Jf0,-an-TY=�. }- 15.35 W;> � � O � � R KEY � -I-x$.22 APPROXIMATE LOCAT[ON. W 0 90 j $' sAN EN r` 8.R PAD -� N $V j 8' 0.60 u u n n.._ � R1,ni - nn :I . rn cainl mu ei na6 _.6 Ino_ - I 0' SS 4 • -`-' EM NTS" _. -{- I < 10.33% I• 2 ' r-10' UTILITY 314 LF 15" ADS - t DS 10-t ; NOTES: J I EASEMENT _ '1 � - i 14.5 � / 15.65 \ 15.44' � K� 8'R - �`N � � �---STA. 12+32.22 _ N .. 16.15' PAD 16.5' 4 *WETLAND PROTECTION PLAN* :15.65 1 85 L INTERSECTION W/ LOT 4 ,-� - i �I LACONIA C/L OF CONSTRUCTION a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION (-- - ':� t - - 2s;� �3 �, 12" CMP EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR < F _ _ - ��N.INV=15.35' TO CONSTRUCTION. tE.13' 95.; 1E.7� I It 1 1f�4�c 150E \ "N 5 PEDESTRIAN . \I ` 6 ~' I S.INV=i 5.25' b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. 10 DRAINAGE / \ 16 05' M Q ACCESS EASEMENT I� _� c \ i6•\ ' c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED TEMP. SAMPLE I I EASEMENT µ _..... \ _ -� DEDIC i POINT NO 4. AT �_. -,,�. I CI ..19,.0' 16.4: 100 FT. FROM WETLANDS. z LOT 29 I I I ? __.._ r 15 5' INV= ___...__._-.. MES 15.39 t 5 �' 4 '" 17.00'( L ,�,_, _-.. �� -TSTA. 4+97.74. �_5 13' 9 6 _ KEY i SO I I 19.24" RT 7 - - ' f I I6"x6" TEE AND ,, SILT FENCE 29 30 31 32 33 I FERE HYD MIN FFE = 17.91 /4b R, w RADEANDSODSWALE28SPLIT RAIL FENCE ASSlBLYDE'D CAT [ ; 40` R W_ l a JVALV.� FH TC BE 10' " / (SEE TYPICAL SECTION AA MIN FFE = 15.53 MIN FFE = 16.15 MIN FFE = 15.15 I MIN FFE = 16.32 MIN FFE - _16.86-" MIN FFE - 17.35 +12 / / \ 1 s FROM OC I TOC PER PLAT SHEET 12/)OT 5 �.... -112» M7 ACR (TYP) r Q q I I o I \ ( � - SAW -CUT ALONG DIST. ACR (TYP) I c�` ' , _ FILL SLOPE- PLANT WITH - - �� �T I VEGETATION SEE EOP TRUE/STRAIGHT LINE Z ; Q f } ' - - I REMOVE ALL PAVEMENT, BASIil l ENVIRONMENTAL PLAN- BIOTECH) - - -�" Z-9 - - 1 - - - - - - � � I � MATERIALS WEST OF L 0 - I----- 1L10 ------- ----- �v -t- --�-=y--"------------; --� �• � '� A 1C.'i I � 31 0' ;'� -E Z -�� nn��__ __ INE II , I I I -VV' < I ` ,;s-16.94'C-C-12"NINVM5.10 I .0 :,- / - - \ .-.-• ; 10 LANDSCAPE EASEMENT ►I - W �. WITH OPAQUE BUFFER ,_.__. p� w ( I I Z. S.fNV=i 5.10 O �� Lp \:II,AOC� IFAlI1TEt1��11G� -` 10•�� -I-� I �r TOP OF BERM- 4' TO 5' - -- ->- F SEM RRMT - I `mo 12 I- I ZIn INSTALL SILT FENCE BY '' I µ I I 4n 6 I '-0 6. 8 Z w Q WIDE, FLAT TOP- STABILIZE �\ HAND PRIOR TO CONSTRUCTION °" F o „" W � _j 0- AND SOD OR MULCH FOR d ! U Z = PEDESTRIAN ACCESS. I wv=7.5' - �� ( I ��" I I a I �- MIN FE = 17.12 j � z - w CD _ '� i I �- +12' = r�.2, - NOTE: I \ TraCt'B'"" MIN FFE _✓ 17.12 I ACR (TYP) - - ( I 3 �� ` �' til z � m 1. ADJUST GRADING AROUND TREES TO BE \ 4 PVC OUTFALL WITH MES - I "" I� ( �, f N j I W 6.54 Q Z Z \ \ INV. EL. 10.2'N, 10.1-S E, Storri1water Management � �` I � N � � - _ `; _ - I 1••d3� o 0 Q PRESERVED IN ORDER TO MINIMALLY IMPACT 15.3 fa I N Area 1 I .. I 00 C�)'' I F_ EXISTING TREES. 12" CMP Ld 2. EXISTING TREES TO BE REMOVED MAY BE \ � � (2.05�A.C) • -�`�" - -1- - - - - - -�- - o -�-- / 10:00 I �-��`, t � � Q • _ N.INV=15.00' CONST BERM I l _ 1691E I s22 LF PVC FM 1627' �_ m RELOCATED TO THE EAST PROPERTY LINE I N� - _ Q �� _ _ _ I �._ _. j STAB._ s:INv=a4a5' . - c BUFFER AREA. TEL. 14.0'INV-7.5' I -� 0 L.10' DRAINAGE 212 \ I 001Wf: 26 4" I ` ` EASEMENT ; MIN FFE = 17.3'` .. I , '/ 6 A -A Q NOTE: 210 SLOPE -PLANT PNC OWAL.L`WlTH I, I I ®o� i ( A-` I t LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY EXCEPT \ TIVE VEGETATION I ME5 INJ. EL11.5'N, 3 r� e i € I z 12A E EP \� r w FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF LS } (�A UPLAND BUFFER) ' 11.4'S I I oc i I V 1:0'""LANDSCAPE EASEMENT t I �_ LOr 7 SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED UMITS2bt SITE \ \ t" I I I I MIN FFE = 17.30 ( I _ f WITH OPAQUE BUFFER f ++ <\ ON SHEETS 5,6,8,9 AND 11-13. GRADING & r \ ! I z LAND BUFFER I I " w EXIST. DRIVEWAY i CONSERVATION ESM T RE VE; EXOTICS r I 200 LF $ PVC - --� , ,""" 214 . . \.. I U, / - i i1 9 1 .48 fi PPLEMENT W/ ADDITIONAL. �r w I SEWER 0.34% N ±--� 1 r CC.T TI o I I iVE A ON I I I ¢ I rn (. i�0` CL 1 RELOCATE TELEPHONE -y POLE w ' W t ACR (TYP) I cif <i 15.8!x' t - B4 CONST. SPLIT RAIL a, 215 `�F`L. 12.0~ til / 1 .00 I t {,. 7, I • - FENCE AT T.O.B. -Y +12 I ° 4 TY a \ - t I s ACR (TYP) '" o� I j j ' Tract D �I y N j MIN `{FFE - 1 6.3 I y ` 216 \ I I36 1 `y < I ( ?� % I '� r LOT 8 1 a -,GA E W/KNOC LOC I 14 LF 217 \ MIN FFE = 16.3 ,,.3 I � �� I RCI ' s ", M'\ \ I I '15.89' .y' 5.75' 17.3' _ �--Tract'It2' - _ N r ® Conservation \ �p q I 12H '�`� I 1 4 0' EMERGENCY'' 1 1 1 >r } '. 5 3C 2 ' 6, 32-30 a t - S (3.30`A.C) �� eUFFF I - I 3 T �CCESS TRACT ? Mtn �- GRAPHIC SCALE IRECREATION & W ACCESS ETLAND LIMITS \ R 218 -� I �� J'-- I _ 589, _ _ 1539' 15.64u 40 D zD �0 (0.44 A -,. \ /! t e� 1.s�.._ 160 s. I tl w ��:���� l A �7. I I I 80 MATCHLINE SEE SHEET 9 ( IN FEET ) 1 inch = 40 ft DESCRIPTION SEWER MANHOLE SEWER MANHOLE SEWER MANHOLE SEWER MANHOLE SEWER MANHOLE SEWER MANHOLE .SEWER MANHOLE LIFT STATION 1+11.72, 28.88' RT 21+31.91, 11.0- RT 21+31.91, 11.0' LT 23+13.62,11.0' RT 23+13.62,11.0' LT 7+57.42, 11.0' LT 7+57.94, 11.0' RT 4+37.88, 11.0' LT 4+37.88, 11.0' RT STA. 1+30.23, 46.11' LT LOCATION 1+50.44, 43.95 LT 4+24.87, 0.28 LT 7+28.86, 2.19 RT 10+38.18 23+28.12 21+24.12 20+51.21, 62.13 LT 20+51.03, 74.92 LT SHEET 7 SHE 8 I SHEET 9 SHEET LEGEND 3'-3' X-2--772.5* '-2-2.5' LETTERS NATURAL SI l.r LETTERS CONSAR A TION t u w OR OOER OISIIRmMIQE TO N W NATIVE 8065 OR OEOETAIION , PEIBATIE]) BEY= r" INT PO. C" INE ST. Jam RiYFR WAYM YANAMAW 0"CTFM FURRIlt arnanUS �o r-4' X e P/T LUMBER CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WETLAND /CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN N.T.S ck e LO (0 I- 0 z 0 o z Z co W W z 'It uj O D O U_ O rx-WwQ��m3gW irw��Qa�v�pw 90= ��oowo�m~ �ax=��wwz3air wo==wwa��w�a `xFa33w��3w�aV U E • ('0 O J W MN � O Q O � � c C) Z O a) W cn LL O�-n V Q ��v4 z0WJ 0 m Q O zzW �o> WF- c:) 0 004 06 = WO W � :D � 0 I- Woc M� Z F_ ��j W N�(0 J ¢F- ..t. _. N v F - 0 J Z Q f2 z Qf W J J W ry Z Q c frl.. rLrJOSEPH W. FL REG. N ❑ JODAH B. J z7 DATE EET 8 PROJ NO. J ` 04-060 Q 0 LLJ > Z La_ O Z O U _jQ M Ld 0 Ix Z) a Z rLrJOSEPH W. FL REG. N ❑ JODAH B. J z7 DATE EET 8 PROJ NO. J ` 04-060 MATCHLINE SEE SHEET 8 � C m + m I m m "r m m ,T w OR ! 1 ADD EASEMENTS/PATH-SRWCD 11/27/06 ^0 0 0 D -6 D = i ' 622 LF 6" PVC FM i-� , �\ I 2 GRADE CHANGES- LACONIA 4/10/07 Q a, N ' a tK• � ! GGA 8' 21+17.68, ., I R W �T 3 REV. PER SJRWMD COMMENTS 6/4/07 0 N N ♦ \ 2t9 �j IN FFE3 14.7 ~b` (Yr! 68 61. TEE AND I B OI PINI =� P 'PIAT " C LOT 9 I 4 ADDRESS COMMENTS FROM 6/7/07 00 =a \ 17 18" `•' VALVE IRE HYD = 1 12 MP SJRWMD DATED 5/11/07 , ♦ S6gOS `- '� -�� !'j '�' �. �_ SEMB , TEMPMIN FFE 14.E I�1 1 I _-� N.INV=14.32 5 ADDRESS COMMENTS FROM 7/24/07 Z �/� C �`. ' N S PLE INT NO \ 5 1'5 19 � , S.INV-14.26 SEBASTIAN DATED 7 /18,/07 CONS ' LF 4 B LLSOUTH �`PC OUTF - UTILITY V� 3. TO E 8' STA 1033+3!29, I i ' II 5.� � v A e INV. �' 222 EASEMENT '1° 113. o _BOC µ 12.36 LT I I (j DRAINAGE STRUCTURE SCHEDULE � � A z = W a 1 ♦ ` 114'S 2 �� / 0 O .y5 157 LF "X4' M.J.... TEE Uj- _ 1 I J ♦ '�" -' B RM � 4. T 11 + 1 ADS / r.� � 1'46.' S\ 5 1t � P O/I , - - E� _ k STRUCTURE TOP I 05i i v Trait C -�' �. 1 2 - - I gg = NS3� "� BRM ELI. 3.5 �, ? 95 " NUMBER ELEV INVERT ELEVATIONS BOTTOM ELEV DESCRIPTION LOCATION W v o C � , ` Recreation and l�til'•°des J �l-i- o s -y , 3. / ,� ��.C^ _ I - N _ (� � � i I -SAW-CUT ALONG EXIST. v (0.13 AC.) �" , �6 A2 v I 3 EOP TRUE/STRAIGHT UNE DS -1 12.80 8.8 (N) 8.30 MODIFIED MIAMI CURB INLET 20+09.87, 25.87 RT. I O �n %Y� r' ED ! STA. 1033+V.29;- REMOVE ALL PAVEMENT, BASE CL -(� 5 UTILITY 36 LT 1 i MATERIALS WEST OF UNE DC i2.�G G.aJ 7.y �lJr.G Ilrr��i N N L O V� ?e3 . 223 gIA 1 N UFT ST I M l ( I I 15.0 C `► ., O�j_ v� \ - 5'g 13.7 - SEMENT 4 kJGV I i i 4.36' LOT 10 '� 8 I 0i,rw ,� I z I � i Z.a� S. I c, G. I G wll IIJLt=, "' 463. TOP 0 224 4 90I\ -BEN \ �, ST 20+63.72; 59.12 RT \ `�?• �� UPLANDS AND WETLANDS TO SLOPE �Y81 4"/C �� 13.1 g .� 4" 90' BEND- 23 LF =-i-/ 1i '�' ` RELOCATE POWER DS -4 12.60' 9.85 (NW,SW) 7.00 ( MODIFIED MIAMI CURB INLET 1 +1 1.72, 28.88' RT LITY EA MENT - �\ LF_ 4 PVC I POLE DS -5 BE CLEARED, RE -GRADED AND STA 20+32.60, ` )) �' 0 �� Q m r` 0D °f ! S bR LIFT T N • ' `"' 12.60 8.50 (W,S) 7.50 I MODIFIED MIAMI CURB INLET 21 +31.91, 1 1.0 , RT ?• ,� S RE -PLANTED. SEE MITIGATION PLAN, Tract E2,.-f�"r 38 LT >K 4 PVC FM 14. ? S4 "� BY OTHERS. REQUIRES MIN. 0.87 • B \ -1 MIN FFE = 14.5 I 1 $ �L " DS -6 12.60 8.30 N E 7.30 MODIFIED MIAMI CURB INLET 21 +31.91 1 1.0' LT N % Conservation X�'90� 1 2 CMP (.) �Y � ACRE-FEET OF CUT FOR FLOOD A�; = � 6 �� ' ` + � �- A. 20+33.85, I }-- Z a �''' ~* N.IN V-13.48 0 �Oo J PLAIN COMPENSATION. ''(J.3O A.C) 29 LF 4" PV� 12.9 5 31' RT 1 ! 1 DS -7 15.30 12.00 (W) 8.50 I MODIFIED MIAMI CURB INLET 23+13.62,11.0' RT 0 / •Oo i / ♦ - - " S.INV=14.02 I o 0 BERM EL. 13.5 \ K t %-- 4� 5 BEND .'` o z / J ..♦ ��• mix >z Ise % DS -8 15.30 7.98 (W's), :11.97 O 6.80 MODIFIED MIAMI CURB INLET 23+13.62,11.0' LT co N 1-1 / • ,, • �' BERM EL. 13.2 19+97.9, CONST. BERM--� -i-- ! • % 4 o o a 00 STA. 20+32.81, 2 F, STA 19+ 2, 2 FT ABOVE C.L. 1 w p 19 DS 9 i 4.30 8.25 (S) 7.25 MODIFIED MIAMI CURB INLET 7+57.42, 1 1.0 LT 58.45 LT 23.05%, LT Jch. _11.. '�''� r`r: r` 0 . j� - I 2 Tract"G' UPLAND BUFFER 29 LF - � 0 -" 24.21 RT OF LACONIA I �_�. 4 45'- BEND �. 45' END- p �� " l X; DS 10 14.30 8.22 (N,S,W) 8.00 MODIFIED MIAMI CURB INLET 7+57.94, 1 1.0' RT v REMOVE EXOTIC 4 FM ' ° 4 45' BEND ! Q R REASON & SRUUCD ACCESS ♦ SUPPLEMENT W/ ADDITIONAL �Q�P1y I s 1 4 / f NATIVE VEGETATION 47 PLANT UPLAN w EXIST. DRIVEWAY Z DS -11 12.60 9.10 (S) 8.10 MODIFIED MIAMI CURB INLET 4+37.88, 11.0 LT o 0 o v o 10 AR LOOD LAIN &VATI• N / 9.44 AC) - I w I -LOT 11 w / PVC FM SLOPE PER \ 14. l �1 15.24 o = f 8.5' IN SE '�lON K/OF FEMA l f UMIT�F SITE, 228 BIOTECH PLAN _ 5' _¢ Z DS -12 12.60 9.07 (N,E) 7.90 MODIFIED MIAMI CURB INLET 4+37.88, 11.0 RT Zoy}� F o0 GRADING & CONSERVATION ESMT I 5 I +. g w DS -13 12.60' 9.95 (W,SE) 7.00 I MODIFIED MIAMI CURB INLET STA. 1+30.23, 46.11' LT ~Wwa"�moW ♦ \ `': 11.101\tij ;_ \ . \` >A�9 '' B \y5 p� fn �wo'�ro �� �♦ REMOVE EXOTICS �`'`- 10' LANDCAPE EASEIN DS -14 SEE DETAIL, SHEET 1' B CONTROL STRUCTURE - NSW<�=olaog I: -J _ . \ SUPPLEMENT /REPLANT S \ WITH OPAQUE BUFFER �i + I : 1 . -19' L w O DS- 3 � � • m Q 15 SEE DETAIL, SHEET 1' B CONTROL STRUCTURE - ��w f®® \ PER BIOTECH PLAN \ 1,3 �� O z = ow=U�LLKww3� 229 I . - .. w ao _ w z SET PRM 1 "� o U D - I� DS -16 ww ��w I SEE DETAIL, SHEET 1' B CONTROL STRUCTURE - `a33w��3wwa</ ., _ BERM F� 13: � W ", on A A o z z m PL CAP 91 Y BERM ELS,_ 13.5 , MIN = 4. �� - Q z O z m DS -17 SEE DETAIL, SHEET 118 I CONTROL STRUCTURE - ,,qf ! PLS #2391 ! ¢ ,-M.E.S. - INV.=13.54' O < 4 SLOPTOP OF FILL ~� \ D 0 I 5 q. Q �.... 13.31 1 I t=n I � F MEs. - INV. -13.52- + D SLOT 12 SEWER .STRUCTURE SCHEDULE U : o LIMITS OF SITE GRADING & 230 I cn ?7ME5 12" CMP Q STRUCTURE TOP N CONSERVATION ESM T _ ' 3 z 1 N.lNV=13.72' J NUMBER ELEV INVERT ELEVATIONS DESCRIPTION LOCATION j � Cl) ® ! A\ \ 1 * I S.INV=13.60' v p .- �/ 3:1 Tl'P.�. \ _ I 8 ,�5 SS -1 12.75 8.09 E SAN. SEWER MANHOLE 1+50.44, 43.95 LT Q `�. TO EXIST - _ v t \.�,A \ ;\A7_1 v - C \ T \AAS SS 2 12.84 6.93 W; 6.83 17 SAN. SEWER MANHOLE 4+24.87, 0.28 LT SS -3 14.6 5.81 W; 5.71 r SAN. SEINER MANHOLE 7+28.86, 2.19 RT oo W N `'► \*Rjp �> - SS -4 16.25 4.67 W; 4.57 5 SAN. SEWER MANHOLE 10+38.18 � U" �o I I5 SW -1 FILL SEBAST/AN HIGHLANDS I 0 a \ ` 448 LF 6 PVC + 4.46° AGRICULTURAL SS -5 23+28.12 o W -I 3.77 S I SAN. SEWER MANHOLE ELI Q UN/T l % 15.55 3.87 N; Q o ! DITCH FLUCFCS '\ SS -6 13.20 3.09 N; 2.99 SSV SAN. SEWER MANHOLE 21+24.12 ._.._3•_�- ® \ 510 0.09 AC. PLAT BOOK 7, PAGE 00 a O I� SS -7 13.30 2.67 NE; 2.57 N SAN. SEWER MANHOLE 20+51.21, 62.13 LT �'� CONST. SPLIT RAIL \ 2\ I ; 1 SAW -CUT ALONG EXIST. / I z z w ` FENCE AT T.O.B. `\ '' - / PIE /� I'll EOP- TRUE STRAIGHT U OT 13 V, o_ � r w LS -1 13.50 2.53 E I LIFT STATION 20+51.03, 74.92 LT g \ \ �\,' A Ii; I I REMOVE ALL PAVEMENT, BASE N � 2.5• LETTERS \ 1 ® J �CONSER A110N \ ! ; _ , ' { C + ' MATERIALS WEST OF UNE I Q w N 1.5• LETTERS ---,,.AREA I \ ''ti0 No ouuPNa wo a s \ \ hz <, tI �'� , 3 \ I' _._-RELOCATE_POWER � W o OR mNER oISTLWANTE TO I w y POLE MM WU aft VEOETAnaN 6 � � � � ,� .� � + . � W PFJUTTED eEroxs nas f'pHr. ^' �• - ® '�' \, 1 = 3 \AA \> AAS . iJ' \ $ t\\ \q\?. \q'�1 Lll Q CALL THE ST: AaHNs \ ` - UPLANDS AND, WETLANDS TO I \. ; r., !]r� _ .. l� _ . . - _ .. _ __... . -.. _..... ..........._ ..._ -. ....._._...... _ .. _ .... ..� .. . � .. BIYFR WATER MAHAOE/Ak71T \ - ® 0 N 7FdtlASFOR H ANO � i � / � BE CLEARED, [ E GRADED AND KEY -- + THIS HABITAT \ �, / ® '7% RE PLANTED. ;SEE MITIGATION PLANS I \ • I,' I W z p �`' O BY OTHERS. REQUIRES MIN. 0.87 A.,. 11 I LIMITS OF SILT FENCE W F > ACRE-FEET OF CUT FOR FLOOD I a1 12A OVERLAY 72" CMP I M v m U- 4• X 4" P/T LUMBER \\ \ LAIN COMP SA710N. 1 i; 1 ' LOT 14 N.INV=6.91' LOT 15 h SPLIT RAIL FENCE W Z / . W fY \ �► / W i S. S.INV=6.95 Lu Tract I.- a 9 INV.=,2.92' 12 CMP v U >_ N f' Sy I -- A3� 4.1 E.INV=11.82' Q W N ; M. t 12" CMP 92 WJNV=11.9:b5*3 SLI \ ! \ Conservation I "° ; E.INV=13.11' 0 6 CMP ,\Z " v FILL SLOPE- PLANT WITH , f` i2" CMP + NATIVE VEGETATION SEE j Q o S r W.INV=12.50 INV. 12.41' INV.=9.7 16.4,NK�OWN QS INV.=11.50; 3.. U ( ) J _ O✓ \ %, I qbb 1 0' 2" CMP \ 5T I ENVIRONMENTAL PLAN- BIOTECH \ \ \ \ b� F S. 33 2 = f �E ' \.•NV. 11.64 2.75' M COCIERED)4 4.6 5 \ (n Z 14.53 - _> CONSERVATION AREA SIGNS TO BE PLACED ALONG THE / \ � `�` \��\Sb INtT 12 68' ��g3w---•°'•"' N y DEMARCATENTHEOBOUNDARES BOUNDARY M LIMITS OF FLOODWAY �+ ` t I : 1 '.7 `\ .. `"°0 ' 8'" Ap :ss "~ ,. .. r Lti / `J 1 1 ', ~ PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY AS SHOWN ON FIRM MAP `\ ! \_ \ DS -17 i 11 q\b14.01 1 93 3- �` TOP OF BERM- 4' TO 5' S ~ W NATURAL CONSERVATION SIGN No. 12o61co0so E s, -"� / I \ \ 2 {P SAF \ r T • t T _WP AT M1Ai r j `� \ � \ ^ \a WIDE, FLAT TOP- STABILIZE V F- % � \ \ I E � \' � ��1''1 1 V D V � NT FO N.rs DATED MAY 4, 1989 . \ -- I -14.15 <\q3 \ n� e AND SOD OR MULCH FOR \ / �/ o� \ i� 3 • \��111L0 \A\�\ - _` 1 Q- o . J-4.C8\1L� 52 - PEDESTRIAN ACCESS. o,� 28 LF 1 _.. i V1� - _ \A � - _ -5� A2�'gZb \A�� EIP \q3 qq9 Tt !s I. A \ \ b cur x b- �_ .�_;. \RCP 1. _ - 'ttitic... A 1 -T� ._ \ �► ?� / / _.. \, ; 1 .54 q1•; \ 19 =N� �2Ta' \A3\ �vv.=ate \A ��VR: t t�-- - NOTE' :oma =." . 9 0 �, ! ! 5x2 FPL 14 �r--14. �... _- �( � 1. ADJUST GRADING AROUND TREES TO BE Z GRAPHIC SCALE b\\3 \\s Zo ANCHOR \ Es. M E u �� �\\' + A\ / 'Os. EASEMENT 6.� ,1 f STA. 102$+ .� \5 I°NV.=13.34'S.13.38` my��azs' 1 _ _. ao 0 20 ao 80 160 I ON� CITC +\ % ,x%51, PRESERVED IN ORDER TO MINIMALLY IMPACT C� Q \ i �'o / r� / \` `` 10.21 LT "CMP �jI EXISTING TREES. Z -� \ f! •oa! J RELOCATE POWER \6� 22.5} BAND, Q CONST. PAVEMENT A I 12" CMP ,r a �6 ATS �MJGV, z BUTT JOINT \A9 w.I13.s6 EI.�13.53' S.E.INV=11.10 2. EXISTING TREES TO BE REMOVED MAY BE p Ir POLE , I , I '� \ ®� OJ %� CI _ 2�UTOMId'IC RV w E.INV-13.61. 12" CMP "° N.W.INV-13.55 RELOCATED TO THE EAST PROPERTY LINE Q (n / ` SET PRM 40' k/W \ o �' - ! Q ( IN FEET) \ \ / `` PER PLt,T - F-- BLOCK 364 I I SEBASTIAN HIGHLANDS E.INV=14.04 I BUFFER AREA. Z ry W \ \\3� /'' // w z CB UNITS II W.INV=14.10 - 1 inch = 40 ft. _ '� /! f \ \0 m � 41° I I H <� >/ I;4' PRESSURE GUAGE•\o 12 CMP TOP=13.71' \ ..� ./ % ! , Cn \ µ N.E.INV=12.54' \ / ��W o� �z`� V=11.05' I LbJW LOT 2 I- 12 b +��� ��� � �' Jam, I LOT 3 SHEET 7 SHEET, 8 Z PRM t 1 8 %0= r` I I 36" CMP > Q Ifs/CAP FD \ L.1.�'" + ,� J m Try I _ Q / 7A$ PLS 239 \ N z d 36" CMP ! ej I I N.INV=9.08' CL Z # w Q N.INV=J 00' 111 I S.INV=8.90' � Q to F �' S.INV=8.2' f I %\ - \ 30' DRAINAGE R/W �J - B• U)- \ STA 1029+10.40,14 \ m I I 200 R/W I 10.46' LT ! / f \ // a \ » , w I 2" AUTOMATIC ARV _ d \\ ... .... _. ...... _ . .......t .. .. _ .. ..., .__ ..._.... .... ..__. �._ ...._.......... _ ........ ._ .... ........ .......... _..__......- .___....... 1 ... _,....... , 9 .. _ _.._.. ... ........ ..... .,..._... /0 OO I 14 _---- 69 // � �\,,,. �, - �� �� ,.._. L�.,..' �,��l�,(��✓,,, SHEET 94 � Ljj i Cid, °° e - ] LL_ - i X5.55 _" Z �j „ -- •" . i 101 ....................... __._...._..., __ ....... \......._._.... _........_..... _ .. __._......_..ry F- si0 ':b _ _ I__ : > / �° (� O ELKCAM WATERWAY 8 SHEET A f m I ............._ €_....�..._ .....__..... __. .._..__..._...._.......... _ _.......... ._.._..... �T,9 .� I-- 9 STA. 1025+80.95. I i / I � % I v��i� $b a � � � / .� i STA. 1028+46.89. \0 �. \0 i % // `, �s 6 Ld 1120 LT I _ ......_....... ; ..., ... _ ......_._.. I. __.._ ..............i......... Z i 16" 22.5' BEND L _ f 10.21' LT ` \\5 \ f 0 ! j I I _ I . �O g ,I- REEK j f�• \\ e f �' (/) 18" W. .. ; . .... -T _ . _ _ .._ .... _ .. _ .. _ ....... B 22.5 BEND,. 24 ' r 4 I 1 I. I _._. _._.......... ----...._...... ..... __.__._..6°C/ Z y� I 1 I € .s�°oiur'4 11AI or WE NO P7" fl:; 0 .str770V %46-,31-38 l/ f f- { ( _ '._ __...._._..__ ._...__._-__ .....__...... . . y - - - ! / - s"YiU7+4' LINE pF 7iik At91v'7t1 t 2 C1r SEC7t 2 3f-7Li - - - Q _. 1 _ _..... _ _ .. _.... ...__.. __..._. 3 _._.. _............ % 2 . ! _.... ..._..._......... .._....__._.................. _ .. ..I - l I // % No, DD OUTHE T CORNER OF I Z_ .---- __._... _......__.. ;--__...._._.... _._._ .. _. -_-.. __.___: .... ___..---.____..._._..__...r ...... . _ . _t THE NO TT AST 1 4 OF NOTES: 1 I - // / r / SHEET 9A .: ; ,. __ . _ .. _ ... ............... ._...__ } . _ - % b WETLAND PROTECTION PLAN I 0 I. _ .. _.__ ._. _._ . _.. A SECTIO} 26-31-38 POINT * * , 3 1 3 DIRECTIONAL BORE 291 LFf 6 HDPE TOP PIPE SOF B GWNING CENTERLINE } / o a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION I. I __... ... _.._.__._ .._.. _..._..._... _.__. ___...._ ._.._., _.__. ..._...._..-___.._. ___ SHALL BE 8.0' BELOW CREEK BOTTOM y3=�OF�ASEMENT & RIGHT OF WAY i o 3 I o / ,, f ,. / NT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR CdiLohf -21 ............. ..... ._... ; ........... _._ _._._ .I . I IN ADDITION TO PRESSURE TESTING THE ENTIRE , _.-...�. ....._.__ __._._...._.._.___ _..__..._._____._._____ _.i FORCE -MAIN, THE CONTRACTOR SHALL //\ 5��� i _! JR. 06 N . 47ucE ME _ ...-_-._ .......... .. ......_ I SEPARATELY PRESSURE TEST THE SUB AQUEOUS \2 / / ! b. NO TURBID:TO CONSTRUCTION. TO WETLANDS IN PERMITTED. I ❑imm B. ITTLE -4 L .............._ ...._... _. M_.... - ; ...... _ .._ _.- _..._- . _._ ..... ______......._.._..._._..... __ .._._. __. __ = H.D.P.E DIRECTIONAL BORE BETWEEN GATE / C. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED o. 57J ! ;. 291 f ; LF DIRECTIONAL BORE 4 FORCE MAIN i I SPECIFICATIONS SEE SPECIFICATIONS, S 16 \\'' \�/� v, 100 FT. FROM WETLANDS. SHEET 9 A I wAM VALVES IN ACCORDANCE WITH IRCDUS HEEL ) �� s FL RE . N 57 DIRECTIONAL BORE PROFILE BENEATH SOUTH PRONG CREEK ON �\ � // �o� ! i � aZ � �` I \ a\ LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT FE 2 c.�B FOR FINAL UFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SCALE: 1 "=50' HORIZONTAL ! 1q -•'---STA. 10254 �'v I a SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED DATE: 1"=10' VERTICAL \\ 120' LT \ g 4 ON SHEETS 5,6,8,9 AND 11-13. `-S HEET 6 22.5.BEND •�'` / - - _ - / ,� SHEET LEGEND P MATCHLINE SEE SHEET 9A / oo CT/NO. J MATCHLINE SEE SHEET 9 1088 LF �6" PVC FM Ko 13 8I R *14 2 2 5' (TYP.) a tNJ. 2 161 i6116�.916 91685 ;168 1682a N 2 sl N \1 MATCHLINE SEE ABOVE RIGHT 2 R q q a q L MATCHLINE SEE ABOVE RIGHT = w MATCHLINE SEE BELOW LEFT Vj R Ila o! I i2 GRAPHIC SCALE 9 21 h1 0 20 40 ap 160 IIJ (IN FEET 1 inch = 40 ft. g'- p 2 6" PVCLF FM !h Y.ILY a 5' (TYP.) Lo 1-Z q MATCHLINE SEE BELOW LEFT w a SH.EET 7 S H Eff:8 SHEET 9 0 Ld > z LA_ 0 o >: Lo z > 0 SHEET 9A a O�9 E _j 2 1088 LF �6" PVC FM En SHEET 9A 40 Ld > STA 1014+71.72, 120' LT CONST. 6* MJGV 1106 1169 J0 1g5R pti1 1152 1152 2 STA. 1014+71.72,-J 120' LT 2 CONST. 2" AUTOMATIC ARV. (PLACE VALVEq AT HIGHPOINT IN CERlInCATION SYSTEM- FIELD i PHWLK' a VERIFY LOCATION) [I JODAH 81 1* In FL REG NO. 5 q STOD 1681 x1a� 11 1g652p31 job a q T 2 R q q a q L MATCHLINE SEE ABOVE RIGHT = w MATCHLINE SEE BELOW LEFT Vj R Ila o! I i2 GRAPHIC SCALE 9 21 h1 0 20 40 ap 160 IIJ (IN FEET 1 inch = 40 ft. g'- p 2 6" PVCLF FM !h Y.ILY a 5' (TYP.) Lo 1-Z q MATCHLINE SEE ABOVE RIGHT M.001 m m PEI PROJECT: CR 510 IMPROVEMENTS V0) , SHOWN WITH EXISTING CONDITIONS 00 MATCHLINE SEE—BELOW LEFT 4y�l STA. 1000+69.46, 120- LT /-1391 LF T_ 2" AUTOMATIC ARV 6" PVC FM: LATERAL 'C' CANAL uj 6" MjGV 250' R/W a. DIRECTIONAL BORELu 125' 125' A 87± LF 6" HDPE FM4 OUTFAL LOCA770AI 'o0310 17ON CORNER BENEATH WATERMAIN, 12' CUP AND INVERT ELEVATION SWALJ� & C.R. 510 [ llvv=17jV1 UNKNOWN SflT�A I 09rZT 000 R EXIST. 1 VFNI NT y.NJ N 24' CUP z INV. =14.8.3' 0 IYA s vra IVA 03 UZ/_ C.R.5101'3%0'R14Y, 82+00 96.: ;'1'1 UAEj CA SECIIO,� 26 EXIST. 12" FM— ru 159 L5.33'± 66,58' 12' CUP INV=16.17' STA. 61+83.07, 20.19' RT CONNECT TO EXISTING. 12" FORCE -MAIN z- z W/ 12-X6- TAPPING SLEEVE, & 6- MGJV TAP IN BACK IF CLEARANCE BETWEEN NOTE: EXISTING F.M. & PAVEMENT PROHIBITS PROVIDE MAINTENANCE 0=xwo wzoao wrra STANDARD CONNECTION OF TRAFFIC IN a- 3:3: W" :3 3: w::) a - ACCORDANCE WITH STANDARD FDOT INDEX RESTORE SHOULDER MIN. 6' WIDE, 8- 1603. SHEET DETAIL THICK STABILIZED SUBGRADE (F.B.V. 50). SHEET 11 D C SOD ALL DISTURBED AREAS- MATCH EXIST. PRECONSTRUCTION GRASS. I c)E q Co 0 NL Co aiQ rn E C: 0 O00 LJ_ Cn 0 - 00 4 0 q C: 80' C.R. 510 R/W 0 0 1 -j < LU 0 M 20 0 Z off 1000+69.46, 120' LT W:_;Et w SORE 2 AUTOMATIC ARV z v 18 6* GV L5 > -4 1- CID 1, V o Q: 16,A o 06 -2 CN wo 14 I EXIS1160 D 10 N TO WATT. ER -MAIN < EXI 12* u- (n OOZE - :zt 0 r*_ 12 00 DIRECTION BORE PROFIL BENEATH C.R. 510 W 0 > _5 SC E: 1 "=50' HORIZ TAIL m u- 1 10' VERTICAL uj W W -j 0 > C\I — 64 of (o _j z D v) z C14 7 w U) ALTERNATE BACK -TAP IF EXIST. CONDITIONS DO NOT ALLOW A TAP WITHOUT DAMAGING PAVEMENT PROJECT: CR 510 IMPROVEMENTS SHOWN WITH PROPOSED IRC FUTURE IMPROVEMENTS MATCHLINE SEE BELOW LEFT w a SH.EET 7 S H Eff:8 SHEET 9 0 Ld > z LA_ 0 o >: Lo z > 0 SHEET 9A LLI L) E _j En SHEET 9A Ld > Z SHEET LEdd-1' IND 2 &I Arr 2 19 (\M N4s CERlInCATION PHWLK' a FL REG.rW048 [I JODAH 81 1* In FL REG NO. 5 WAM STOD MATCHLINE SEE ABOVE RIGHT M.001 m m PEI PROJECT: CR 510 IMPROVEMENTS V0) , SHOWN WITH EXISTING CONDITIONS 00 MATCHLINE SEE—BELOW LEFT 4y�l STA. 1000+69.46, 120- LT /-1391 LF T_ 2" AUTOMATIC ARV 6" PVC FM: LATERAL 'C' CANAL uj 6" MjGV 250' R/W a. DIRECTIONAL BORELu 125' 125' A 87± LF 6" HDPE FM4 OUTFAL LOCA770AI 'o0310 17ON CORNER BENEATH WATERMAIN, 12' CUP AND INVERT ELEVATION SWALJ� & C.R. 510 [ llvv=17jV1 UNKNOWN SflT�A I 09rZT 000 R EXIST. 1 VFNI NT y.NJ N 24' CUP z INV. =14.8.3' 0 IYA s vra IVA 03 UZ/_ C.R.5101'3%0'R14Y, 82+00 96.: ;'1'1 UAEj CA SECIIO,� 26 EXIST. 12" FM— ru 159 L5.33'± 66,58' 12' CUP INV=16.17' STA. 61+83.07, 20.19' RT CONNECT TO EXISTING. 12" FORCE -MAIN z- z W/ 12-X6- TAPPING SLEEVE, & 6- MGJV TAP IN BACK IF CLEARANCE BETWEEN NOTE: EXISTING F.M. & PAVEMENT PROHIBITS PROVIDE MAINTENANCE 0=xwo wzoao wrra STANDARD CONNECTION OF TRAFFIC IN a- 3:3: W" :3 3: w::) a - ACCORDANCE WITH STANDARD FDOT INDEX RESTORE SHOULDER MIN. 6' WIDE, 8- 1603. SHEET DETAIL THICK STABILIZED SUBGRADE (F.B.V. 50). SHEET 11 D C SOD ALL DISTURBED AREAS- MATCH EXIST. PRECONSTRUCTION GRASS. I c)E q Co 0 NL Co aiQ rn E C: 0 O00 LJ_ Cn 0 - 00 4 0 q C: 80' C.R. 510 R/W 0 0 1 -j < LU 0 M 20 0 Z off 1000+69.46, 120' LT W:_;Et w SORE 2 AUTOMATIC ARV z v 18 6* GV L5 > -4 1- CID 1, V o Q: 16,A o 06 -2 CN wo 14 I EXIS1160 D 10 N TO WATT. ER -MAIN < EXI 12* u- (n OOZE - :zt 0 r*_ 12 00 DIRECTION BORE PROFIL BENEATH C.R. 510 W 0 > _5 SC E: 1 "=50' HORIZ TAIL m u- 1 10' VERTICAL uj W W -j 0 > C\I — 64 of (o _j z D v) z C14 7 w U) ALTERNATE BACK -TAP IF EXIST. CONDITIONS DO NOT ALLOW A TAP WITHOUT DAMAGING PAVEMENT PROJECT: CR 510 IMPROVEMENTS SHOWN WITH PROPOSED IRC FUTURE IMPROVEMENTS MATCHLINE SEE BELOW LEFT 0 Ld > z LA_ 0 o >: Lo z > 0 LLI L) E _j En Ld > Z Z CERlInCATION PHWLK' FL REG.rW048 [I JODAH 81 1* FL REG NO. 5 WAM STOD FL R . . 57 FE 2 DATE: HEET A PR JECT /NO. 0 —V60 0 s x F N Z Q to Ucli Z Z Q ado W ta r l Z_Oy V�8t W a OU W Wt� ytiW d'2 � 3 Z��yrj�O�V2m Ors r= -a336 SLn3w�at�.t� 0 a( o- � � oU J C <L C: Doo U � 0 mQ 2 zzw VJ �2> co cL Q rn N O 0 EMT gmw-o w . Q� J c� L, cn N z�� � � m WALL' Lw J(-)�(N 0 J Q� U ~~ U J �d / ' ~ v z Q w 7- C) U 0 00 ww w�-- �x w LL- LL - 0 O e 0 0 > Z `` 0o�= ry-� (,(, z > o J 0 U mLi� D > Z:) V) w ~ z Q a Z '*ENGIN� ERITICA LOIN JOSEPH W. SC LK FL REG. NO 47048 ❑ JW 8. . . 57396 ❑ WAM P OODAR FL REG, 0. 760 DATE: 2 2CC I L S11 EET L PROJE 0. 04-060 J / GENERAL SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION TRANSPORTATION "STANDARD SPECIFICATIONS AND ICONSTRUCTION". IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TR TINS FOR ROAD A BRIDGE LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING 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 SHA REFER TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED T0, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. WORK SHALL BE SHALL CONFORM WITH ALL APPLICABLE CITY COUNTY, STATE AND FEDERAL ALL IN A WORKMANLIKE MANNER AND TY, L 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 LIMITS 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 N ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSHNEGETABLE 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 LF. OF ROADWAY R PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STAB LIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BERING 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. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 R 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 SPECIFiCATiNS. 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 PRME 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.) SUPERPAVE TYPE SP 12.5 (TRAFFIC LEVEL C) SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CNSTRUC71ON SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATiNS, 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 N 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' UFTS CONSTRUCTED. B. SUBGRADE: MIGHT BE NECESSARY N THER E EVENT OF V RIA71ONS IN SUBSOTEST SHALL BE TAKEN AT IL CONDITIONS. (MINVALS OF NOT K. OF A/ 1 PERFJ/R;O,000SF OR CLOSER AS (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF R CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) F.B.V / LB.R. (PER PLAN) TEST SHALL BE TAKEN AT INiERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER ((MIN. OF 3 / 1 PER JOB) 2) OF TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF R 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.. E. STRUCTURES. F. B(I NG PAD: MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. (1) AS SPECIFIED IN ARCHITECTURAL PLANS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUC11ON MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE PECIFICATiONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANPORTATiN. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy - 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 N ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE 'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. TYPE II 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 N 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 SECTiN 430 AND RELATED SEC11ONS 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 R 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, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, AND UTILITY MAINS. 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. NPECTiON MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFlWNG ANY PIPE TRENCHES. C. UPON COMPLETiN OF SUBGRADE AND COMPACTION. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATiON OF A.C.S.C. G. 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 CONSTRUCTiN 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-OGHT (48) HOURS OF AN INSPECTION REQUEST AND IF 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 CONSTRUCTiN WAS COMPLETED IN ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT. 1. WATER UNE AND SANITARY SEWER LINES PRIOR TO BACKFlWNG (UTILITIES DIVISION) 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 4. ROADWAY BASE (PUBLIC WORKS DIVISION) 5. SURFACE COURSE (PUBLIC WORKS DIVISION) 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) 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 INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTIU71ES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFlWNG [913.07(5)(H)l WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE 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. 2. ALL HANDICAPPED PARKING PACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FD.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. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC. 5. ALL SINS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR CITY OR COUNTY ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD 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. 8. SEE "SIGNS AND PAVEMENT MARKING DETAILS AND SPECIFICATIONS" SHEETS ATTACHED. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SINS 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.). 3. ALL SINS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. 4. SEE '"SIGNS AND PAVEMET MARKING DETAILS AND PECIFiCATIONS " SHEETS ATTACHED. FLORIDA DEPARTMENT OF TRANSPORTATION NOTES: 1. ALL MATERIALS AND CONSTRUCTION WITHIN FDOT RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STAND2. THE APPLICANTS ENGINEER LATEST EDITION). D F RECIFICATIONS (LATEST CO STRUC11ON N PECTTISHALL INSURE THAAT ION NAND THE MENTS THERETO. THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS600 SERIES) AND THESE DOCUMENTS. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). 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 IN ACCORDANCE WITH STANDARD INDEX 600 R SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 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 EVENTUALITIES SUCH AS HURRICANES. 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDIC11ON OVER THE PROJECT AT LEAST 48 HOURS, BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. 6. THE LOCATiN OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF U11UTiES SHALL BE COORDINATED WITH U11UTY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTiN OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANPORTA71ON LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 R 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 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TT) THE TRAVEL. OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 11. ALL MOT LANE CLOSURE SINS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES RE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED BY 4:00 PM. 12. PAVEMENT SPECIFICA71ON: MATCH EXISTING TYPE AND DEPTH OF ASPHALT T'0 3 1/2" MAXIMUM., INCLUDING FRICTION COURSE. 4 FT. AND 5 FT. SIDEWALK SOD MUST BE FLUSH I_ WiTH SIDEWALK 0.02 FT. Fr . TO CURB \ 4" THICK CONCRETE MINIMUM. 3,000 P.S.I. 0 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 95% 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 - BES NG (MIN.) I TRENCH WIDTH 'W + 4' MIN. (MI SURFACE RESTORATION / 6- MECHANICALLY MIN. SAW EXISTING PAVEMENT REPLACEMENT UMEROCK BASE IN 3 LIFTS AT 6" MAX. LAYERS OR 98X COMPACTION or OTHER APPROVED M 1_ METHOD TO ACHIEVE / 98% COMPACTION MAX. WATER 4" MAX. � ALLOWABLE DURING ATA ERS �� T�..... CONSTRUCTION BEDDING ROCK 3/4" DIA. BEDDING ROCK 12" PIPE 12 UNDISTURBED SOIL OR PEA ROCK WHERE O.D. CONDITIONS REQUIRE 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 PUBUC WORKS / F.D.O.T. STANDARDS. S. TRENCH WIDTH "W ! PIPE O.D. PLUS 2'-0". (PAVED AREAS) TRENCH DETAIL �BX ANGP GRADE a P_eSL SIDE OT �. Sfi, LOT GRADING TYPE B INTERIOR LOTS ADJACENT TO LAKES LOT GRADING TYPE A (DRAINAGE TO BOTH STREET AND REAR LOT LINE) PERIMETER LOTS (ALL DRAINAGE TO STREET) TYPICAL LOT GRADING DETAIL N.T.S. 3" LEVELING COURSE CLEAN SAND :.: A TURF BLO"�, 6- . i. % TURF' BLOCK � ����/\ '��� � 8" STABILIZED SUBGRADE r/A F,d M J 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 Z 0 f� SECTION CC > PLACE AND COMPACT Q v W / IN 6" LIFTS.\ X W LJ IN w� > Z = PIPE O.D. + 24" 0 0 Q MAXIMUM WIDTH 0 M Z Q Of O `\ tL r ..:.r. .�•. i' iU Lit Z HAND PLACED �BX ANGP GRADE a P_eSL SIDE OT �. Sfi, LOT GRADING TYPE B INTERIOR LOTS ADJACENT TO LAKES LOT GRADING TYPE A (DRAINAGE TO BOTH STREET AND REAR LOT LINE) PERIMETER LOTS (ALL DRAINAGE TO STREET) TYPICAL LOT GRADING DETAIL N.T.S. 3" LEVELING COURSE CLEAN SAND :.: A TURF BLO"�, 6- . i. % TURF' BLOCK � ����/\ '��� � 8" STABILIZED SUBGRADE r/A F,d M J 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•0• TRENCH BURLAP OR STAND. STRENGTH AND BACKFILL OVER 8' SYNCH. FILTER FABRIC OF FILTER FABRIC. TO THE WOOD STAKES i 3' TYP. !/ R; IlStgg IlSilh IISIg3 SECTION NOTE- -WHEN CONSTRUCTED ACROSS DITCH LINE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. 3'x3' WOOD STAKE, 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 UNTiL ALL UPSLOPES HAVE BEEN PERMANENTLY FILTER BARRIER STABILIZED. 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, R 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 UMITS OF FILL OF EXISTING WETLANDS. S. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFILLING 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 N 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 LIEU 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 "A NOTE: BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GRADING IN ACCORDANCE WITH APPROVED PLANS. 1 1/2" SP 12.5 T.L. 'C' COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) COMPACTED SUBGRADE (*) (F.B.V. 50) 98% COMPACTION AASHTO T-1 80 ( i� SUBGRADE T0 BE MIXED M IXE HOMOGENOUS MATERIAL -I I I j li I j +III I I I I I I iI ISI FILL COMPACTED TO 98% MAX. DENSITY * DEPTH OF MATERIAL PER SCHEDULE BELOW SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. TYPICAL ASPHALTIC CONCRETE PAVING SECTION SUBDIVISION ROAD CONST. 1 1/2" SP 12.5 (T.L. 'C') 6" COQUINA 8" COMPACTED SUBGRADE SEE SHEET - FOR ADDITIONAL CONSTRUCTION AND TESTING SPECIFICATIONS PAVEMENT CONSTRUCTION SCHEDULE 4' TO 8' (VARIES) 1 2" MULCH COMPACTED EARTH III-III-III=III=III-III-III-I 11- (95% COMPACTION AASHTO T-180) MULCH PATH DETAIL MW CURB TWJtSfnaN TYPE 'F' CURB ' FLOWIDNE 1 I 3.00' b CURB TRANSITION DETAIL TMS POINT CORRESPONDS TO ELEVATION N OF TOP OF INLET GRATE 3/4"R j �1�2" PAVEMENT I 24" I MOD. MIAMI CURB DETAIL 6" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-1 �COMPACTED SUBGRADE 98% COMPACTION AASHTO T-1 UNIFORM CROSS SLOPE TO MATCH EXISTING AND UNIFORM GRADE PARALLEL TO ROADWAY TO MATCH ELEVATIONS AT LIMITS OF WORK SAWCUT TO A STRAIGHT AND TRUE EDGE 6'- REMOVE EXIST. JN_PAVEMENT Q ­ REMOVE EXISTING BACKFILL MATERIAL 2a4: AND GRADE UNIFORMLY TO RECEIVE 12"MIN. THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 EXIST PAVEMENT NEW PAVEMENT MATCH EXISTING PAVEMENT THICKNESS OR CONSTRUCT 1 1/2" MIN. COMPACTED THICKNESS D.O.T. TYPE S-1 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING r-•1" SP 9.5 (T.L. 'C') 1 �" SP 12.5 (T.L. 'C') 8" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 12" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSITY PAVEMENT BUTT JOINT RICK PAVERS 9" 7" / 1 3/4"R. t'7 * FOR ON-SITE / N PAVER ROADS 3/4"R. tD no ^0 0 O M O �\d CO U o: D CL W s z ti W m H jL CL CL Q jL U N � o Y Q .- N M to o 00 W L) �! O O C�1 U Li - O <D w wo oN x ZlD r O ITU xWw w c9rwp w>rN� �wWUUpa7��U ¢w�W�MZU�Qw =a�Zw��aaic-3 Z�F-4i<D Zp DmOg owxxp,.wwz3�� a�cr cr a�_ ,nr �Fx ii33w0N3w(0a�� FILL COMPACTED TO I 1 98% MAX. DENSITY 16' / TYPICAL PAVER SECTION MEDIAN CURB & GUTMR CID F.D.O.T. TYPE A INDEX #300r 1 � o • (0SSurface On Low Side Of Pavement J a) Futuro Curb An To Be J Abovs Lip Of Gutter. Surface (� N fn Gutter Construction 61-6" On NI Side To Be Flush With Of ; K7 A e 20' R Or As Shown On Plans I I I Curb Oar Curb do Gutter. J 1'-10'1 L Exp. Joint o 10 •� y (Stops Varies J Q C r I-1- •� 71' Std. 8' Min= Pay t, B C eodbls PaQ W O N Valley Gutter Curb And Gutter 8 PLAN 2,-0" �. 11- 00 LL TYPE F Applies to troth h=lght and low sides of pavement lox side shown. Q (0 = O 1'-10• I r-2• CURB AND GUTTER AND TYPE A CURB 5 00 U `- -ADJACENT TO FLEXIBLE PAVEMENT D z o Q R 8 Q WoW-J 7} Std.8" Note: For use adjacent to concrete or flexible pavement, concrete shown. O CO Q 6" Min•. /Joint Seal For details depicting usage adjacent to flexible pavement, see diagram right. . Expansion joins, preformed joint filter and joint seal are required between curb de gu ter p 0 W 3'-0' •Q l/ and concrete pavement only, see diagram right. L Z SECTION AA %a o W Conn Padt f) 8' 1'-6' 1'-10' V-2' I O Exp. Joint And06 � N . q' ,y • Preformed Joint Filler ZO D-_ r TYPE o 6• W g� w o n 7}'Std. N I nd Of Curb :D~ _I 6+ 8• Min! I� J V' L,_. = N ZO�i` 5'-0• T1„ Lo I- Oz ❑ SECTION BB Edge Of Pavt.� � Edge Of Pavt_ PLAN PLAN CO 0 co LL Slope 7o Fit _ Driveway3' 3' m Z L`- 6' V-10" V-2" +n• t•-2' 3'Trans'Trans. 4!I-- Top Of Curbs Trans 1 I Top Of Curb-�- J W W `174'Std. Gutters Gutter W O CNI N 71'Std. Q m e" Min. • PROFILE PROFILE CO B' Mtn. I 2'-0' FLARED END STRAIGHT END >J V Z p' s' Q r` Note: To be no for ae parent curb. GENERAL NOTES 1. For curb,gutter,and curb and gutter provide joints at 10' centers (max.). Contraction joints adjacent to concrete avement on tangents and flat curves ore to match the pavement Jpoints, with Intermediate joints not to exceed 10' centers. Curb,gutter and curb do gutter expansion joints shall be located in accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types B and D shall transition from full to zero heights in 3 feet. 3 ROWS RIP -RAP _>SEE SECTION BELOW 18' i t l l l 1 1 1 1 1 I i :�° 1 2, l 3-6 DROP CURB CURB AND GUTTER TYPES E & F Z 0 f� SECTION CC > PLACE AND COMPACT Q v W / IN 6" LIFTS.\ X W LJ IN w� > Z = PIPE O.D. + 24" 0 0 Q MAXIMUM WIDTH 0 M Z Q Of O Z " " 0 tL r MAX. MAX. F= N s J dp F i' iU Lit Z HAND PLACED v SELECT MATERIAL LOWER QUADRANT TO BE > SHAPED TO RECEIVE PIPE BELL AND BARREL. N 0TES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. INVERT TYPICAL TRENCH DETAILS cY_ NOT TO SCALE STAPLE FILTER BARRIER - EXCAVATE 4•0• TRENCH BURLAP OR STAND. STRENGTH AND BACKFILL OVER 8' SYNCH. FILTER FABRIC OF FILTER FABRIC. TO THE WOOD STAKES i 3' TYP. !/ R; IlStgg IlSilh IISIg3 SECTION NOTE- -WHEN CONSTRUCTED ACROSS DITCH LINE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. 3'x3' WOOD STAKE, 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 UNTiL ALL UPSLOPES HAVE BEEN PERMANENTLY FILTER BARRIER STABILIZED. 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, R 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 UMITS OF FILL OF EXISTING WETLANDS. S. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFILLING 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 N 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 LIEU 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 "A NOTE: BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GRADING IN ACCORDANCE WITH APPROVED PLANS. 1 1/2" SP 12.5 T.L. 'C' COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) COMPACTED SUBGRADE (*) (F.B.V. 50) 98% COMPACTION AASHTO T-1 80 ( i� SUBGRADE T0 BE MIXED M IXE HOMOGENOUS MATERIAL -I I I j li I j +III I I I I I I iI ISI FILL COMPACTED TO 98% MAX. DENSITY * DEPTH OF MATERIAL PER SCHEDULE BELOW SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. TYPICAL ASPHALTIC CONCRETE PAVING SECTION SUBDIVISION ROAD CONST. 1 1/2" SP 12.5 (T.L. 'C') 6" COQUINA 8" COMPACTED SUBGRADE SEE SHEET - FOR ADDITIONAL CONSTRUCTION AND TESTING SPECIFICATIONS PAVEMENT CONSTRUCTION SCHEDULE 4' TO 8' (VARIES) 1 2" MULCH COMPACTED EARTH III-III-III=III=III-III-III-I 11- (95% COMPACTION AASHTO T-180) MULCH PATH DETAIL MW CURB TWJtSfnaN TYPE 'F' CURB ' FLOWIDNE 1 I 3.00' b CURB TRANSITION DETAIL TMS POINT CORRESPONDS TO ELEVATION N OF TOP OF INLET GRATE 3/4"R j �1�2" PAVEMENT I 24" I MOD. MIAMI CURB DETAIL 6" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-1 �COMPACTED SUBGRADE 98% COMPACTION AASHTO T-1 UNIFORM CROSS SLOPE TO MATCH EXISTING AND UNIFORM GRADE PARALLEL TO ROADWAY TO MATCH ELEVATIONS AT LIMITS OF WORK SAWCUT TO A STRAIGHT AND TRUE EDGE 6'- REMOVE EXIST. JN_PAVEMENT Q ­ REMOVE EXISTING BACKFILL MATERIAL 2a4: AND GRADE UNIFORMLY TO RECEIVE 12"MIN. THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 EXIST PAVEMENT NEW PAVEMENT MATCH EXISTING PAVEMENT THICKNESS OR CONSTRUCT 1 1/2" MIN. COMPACTED THICKNESS D.O.T. TYPE S-1 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING r-•1" SP 9.5 (T.L. 'C') 1 �" SP 12.5 (T.L. 'C') 8" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 12" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSITY PAVEMENT BUTT JOINT RICK PAVERS 9" 7" / 1 3/4"R. t'7 * FOR ON-SITE / N PAVER ROADS 3/4"R. tD no ^0 0 O M O �\d CO U o: D CL W s z ti W m H jL CL CL Q jL U N � o Y Q .- N M to o 00 W L) �! O O C�1 U Li - O <D w wo oN x ZlD r O ITU xWw w c9rwp w>rN� �wWUUpa7��U ¢w�W�MZU�Qw =a�Zw��aaic-3 Z�F-4i<D Zp DmOg owxxp,.wwz3�� a�cr cr a�_ ,nr �Fx ii33w0N3w(0a�� FILL COMPACTED TO I 1 98% MAX. DENSITY 16' / TYPICAL PAVER SECTION MEDIAN CURB & GUTMR CID F.D.O.T. TYPE A INDEX #300r 1 � o • (0SSurface On Low Side Of Pavement J a) Futuro Curb An To Be J Abovs Lip Of Gutter. Surface (� N fn Gutter Construction 61-6" On NI Side To Be Flush With Of ; K7 A e 20' R Or As Shown On Plans I I I Curb Oar Curb do Gutter. J 1'-10'1 L Exp. Joint o 10 •� y (Stops Varies J Q C r I-1- •� 71' Std. 8' Min= Pay t, B C eodbls PaQ W O N Valley Gutter Curb And Gutter 8 PLAN 2,-0" �. 11- 00 LL TYPE F Applies to troth h=lght and low sides of pavement lox side shown. Q (0 = O 1'-10• I r-2• CURB AND GUTTER AND TYPE A CURB 5 00 U `- -ADJACENT TO FLEXIBLE PAVEMENT D z o Q R 8 Q WoW-J 7} Std.8" Note: For use adjacent to concrete or flexible pavement, concrete shown. O CO Q 6" Min•. /Joint Seal For details depicting usage adjacent to flexible pavement, see diagram right. . Expansion joins, preformed joint filter and joint seal are required between curb de gu ter p 0 W 3'-0' •Q l/ and concrete pavement only, see diagram right. L Z SECTION AA %a o W Conn Padt f) 8' 1'-6' 1'-10' V-2' I O Exp. Joint And06 � N . q' ,y • Preformed Joint Filler ZO D-_ r TYPE o 6• W g� w o n 7}'Std. N I nd Of Curb :D~ _I 6+ 8• Min! I� J V' L,_. = N ZO�i` 5'-0• T1„ Lo I- Oz ❑ SECTION BB Edge Of Pavt.� � Edge Of Pavt_ PLAN PLAN CO 0 co LL Slope 7o Fit _ Driveway3' 3' m Z L`- 6' V-10" V-2" +n• t•-2' 3'Trans'Trans. 4!I-- Top Of Curbs Trans 1 I Top Of Curb-�- J W W `174'Std. Gutters Gutter W O CNI N 71'Std. Q m e" Min. • PROFILE PROFILE CO B' Mtn. I 2'-0' FLARED END STRAIGHT END >J V Z p' s' Q r` Note: To be no for ae parent curb. GENERAL NOTES 1. For curb,gutter,and curb and gutter provide joints at 10' centers (max.). Contraction joints adjacent to concrete avement on tangents and flat curves ore to match the pavement Jpoints, with Intermediate joints not to exceed 10' centers. Curb,gutter and curb do gutter expansion joints shall be located in accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types B and D shall transition from full to zero heights in 3 feet. 3 ROWS RIP -RAP _>SEE SECTION BELOW 18' i t l l l 1 1 1 1 1 I i :�° 1 2, l 3-6 DROP CURB CURB AND GUTTER TYPES E & F = � f� SECTION CC Z N .1.. _ir OJ y. VALLEY GUTTER ,• r' ~ TYPE ow V 0 O � CURB DETAILS / SPECIFICATIONS (nom EXIST. GRADE 15' 1 I I�III ' TT r r I r i r r l r r t EXIST. GROUND r r r RIP -RAP DETAIL abI on TOP NEW Sr -o• or 3'-0• � 1r1 OJ y. W SECTION >z`` TYPE ow 0 O For Manhdee -1 "Optional Key' . Thidmese Of f Structure Wall 10 Draft -� •--1-. SECTION Note: See Slab Designs Index 200. TYPE 7 MANHOLE TOPS 0 O Li.! W W Z Q J ___I J Ld Q (n LTJ n OJ W >z`` 0 O >- / E� Z v > 0 _W__IQU M ry Z) LLJ > 0 cY_ ~ Z Z JOSEPH W. E FL REG. 470 C1 JOE B. MILE 573 WAMODD D FL RE . NO. 76 / / DATf E 27 2M HEET i� 1 PRO C NO. J ` 04 60 ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: STRUCTURE INDEX NO. CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' 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 Bituminous Coating Required For CMP (Any Suitable Bituminous Material SIDEWALKS No. 310 May Be Field Applied TYPE P-10 INLET No. 200, 201, 215 12" I DRAINAGE STRUCTURES: I 41rrrr_^Y�I Flexible Pipe Class Concrete-- I (Corrugated Steel , Corrugated 12" 12" i Aluminum Or Corrugated Polyethylene) 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 disslmi(ar 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 PPE S PERFORATED AND TOP OF PIPE IS 2 FT. BELOW WATER LEVEL. 14" 6" , 171" � tF" /fes_-�fAd jus table Curb Box 17 " (6" t0 9" Curb Height) ra" (O Zr 34.I 24"(' 134. 31" TRANSVERSE SECTION TYPE 9 INLET ALL MITERED ENDS SOD ADJACENT TO VARIES (8' MIN.) 7n LIMITS LIMITS OF OF SOD SOD / LIMITS EDGE OF DRIVEWAY OF LIMITS OR ROADWAY SODOF '0 SOD MiN. 8' CONST. 3' CONC. EXTENSION CULVERT TYPE PER PLAN PER FDOT 273, FOR SIDE DRAINS Ts� SIDE DITCH GRADE 11I 2tI�II111, 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. - (TYP.) P.V.C. CAP PAVED ROAD/PARKING _zN � v' t \ :�!� s �i.. .yAr'• ♦fiA a{:.'r� ••"A+' ;rq; 1' � / ��\��� r :;4 :1'✓r4 'ai�'jty;,. y:,.....; ;.... :::':: •. .+ :;: ;': e:.; ••.,. •..,•:':;'<':,r ::y;�: Y.�:.?: i�:. Z - SCHEDULE 40 WHITE P.V.C. 90" BEND--; LENGTH REFLECTED IN BID TABULATION 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 • •R S7 � II 1 Z MANHOLE FRAME AND COVER OPENI , MAYBE BE OFFSET. ! . ADDITIONAL REINFORCING ► ►. D - BARS REQUIRED AT THE • v OPENING IF SLAB TO BE )? TRAFFIC BEARING. • • D ►v y ' ► Z � I 24 3/4" ( to .D ani : - DD Do 0 0CD Da Do DODD ►:: i- PIPE INVERT ► .R f •► t ►. ° D PICKHOLE 8" B" 4'-0' MINIMUM AS REQUIRED 8" 6" I U.S.F. DWG. NO. 410, OR ( EQUAL MANHOLE COVER. LETTERS MARKED 'DRAINAGE" OR 'STORM'. ELEVATION TOP VIEW NOTE: 1. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED. 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE PATH 'STRUCTURAL BOTTOMS, TYPE P AND J, F.D.O.T. STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, F.D.O.T. STANDARD INDEX No. 201. TYPICAL DRAINAGE JUNCTION MANHOLE �G 2" DIAMETER --\\, HOLE 4" PVC CAP 4" PVC CAP WITH DETAIL 2" DIAMETER HOLE-/ MES TOP OF BA_W_ •, PVC --Jr- -LENGTH PER PIAN DETAIL- 4" PVC OUTFALLS \ 2" 11" 11" 2" tic / N � 2� 3_4. - -� 5 3 4" 2'-3 5./8 5 3/4 " ." 2" - A. NOTE: GRATE MODIFY WIDTHS AS�O O� 3 C 4 ZREQUIRED PER PIPE 1 ` L21 /4" a ? .4 SIZING. n 4d: 4 y; _CLEAR I i W W • c� :t.4' I a q` 2" I' 2'-4" =iv > I I N I �� s" a. B� 'e.. �-- �� SUMP BOTTOM +►gt �I t� '�I � AS PER F.D.O.T. ` 1• INDEX No. 285 1'[ 1 " •�<m TYPE "C" CAST .4 IRON IRON GRATE ° Approx. Weight 235 Lbs. PLAN VIEW SECTION TRAFFIC BEARING TYPE 'C' INLET DETAIL TOP EL 12.60' 9"x18" SKIMMER 2.5" H x 3.5" W SLOT iNV. EL 9.0' - BOTTOM EL. 7.5' TOP OF GRATE TOP EL. 12.60 I E 15" OUTFALL PIPE 2.5" H x 3.5" W SLOT INV. EL 9.0'0 i 15" OUTFALL PIPE !41- /`INV. EL, 8.9' IV ELEVATION CROSS SECTION DS -14 TYPICAL TYPE "C" N.T.S. NOTE: THIS IS DS -14A DISCHARGE (CONTROL) IN DRAINAGE MODEL. STRUCTURE TOP OF GRATE _ATOP EL. 12.40' 1 TOP EL 12.40' RPI 2" ORIFICE 15" OUTFALL PIPE 6" PVC 90• BEND -SKIMMER r - i WETLAND I -0 BOTTOM EL 9.0' 1 1 DS -15 TYPE "C" N.T.S. DISCHARGE (CONTROL) STRUCTURE TOP OF GRATE TOP EL 15.9' TOP EL 15.90' 2" ORIFICE 15" OUTFALL PIPE 6" PVC 90' BEND -SKIMMER BOTTOM EL 10.0' 1 ELEVATION DS -16 TYPE "C" N.T.S. DISCHARGE (CONTROL) STRUCTURE TOP OF GRATE TOP EL 14.65' 1 TOP EL 14.65' I� 2" ORIFICE 15" OUTFALL PIPE 6" PVC NCRETE MES 90' BEND -SKIMMER WETLAND I INV. PER PLAN 31 BOTTOM EL. 6.0' ELEVATION DS -17 TYPE "C" DISCHARGE (CONTROL) STRUCTURE OUTLINE OF 6" 90' BEND- SKIMMER 2 ORIFICE } INV. 10.53' �L, 1L0.3' IPE CROSS SECTION OUTLINE OF 6" 90' REND- SKIMMER 2" ORIFICE INV. 14.40' 15" OUTFALL PIPE CROSS SECTION OUTLINE OF 6" 90' BEND- SKIMMER 2" ORIFICE INV. 11.8' 1 15" ADS OUFALL PIPE ���INV.EL. 7.5' CROSS SECTION 00000000000 118 PLAN SKIMMER SHALL BE PLA' ON STRUCTURE WITH AN INDUSTRIAL SEALANT TO PREVENT LEAKAGE `.,,•,• ................... PLAN "- 90' BEND KIMMER JOOO 110000 \-6"- 90' BEND SKIMMER PLAN `\-6"- 90' BEND SKIMMER SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES SHORT-WAYLONG-WAY REINFORCIN* SLAB I SCHEDULE DEPTHDEPTH SCHEDULE SM- 3'-6'IUNUMITtD Saze 3'-6" *SEE NOTE BELOW N 2Q5'<29' B 2f1.5'-411' fl 29'-40' C Q O � SIZE: 4!-,nUNUMIiED Q 21.17-40' I A I lj!4O' I 20.5'119'1 ' 20,U4P C 19'< 29' 34 C 0 29-40' 0 SIZE: T-0' Q SIZE: 5115' W 1 20..�57'•'1 C 20, < c 21.17-40' A 21:17k .it' jj I I I c'< ��$$' Z c Zl+� 59'-40' F 38' F ' SIZE: 576' 1 1�'1 N � Z0.51< 3' C s' to 20. lq0 C b p4 < yt DF esNEi D 3� �0 F- in r SIZE: 5'17' W o u' J 20.5' `3" c 4 B ao-3 < ' ' I22 i M �y' W N W Z (� F SZE. WI8' p► ,� CEInFlCARON 11 o 20.5'<g C 20.5'<39' a Irl FL REG. N0. Z� _ -is - F39-40' FLR G. N . WF - SZE 579' AM P. TODD 20.5-g c 20.5<32' B . 32'-40' C S 1 EET B (ALL SLABS 8' 7HlCK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) WALL DESIGNS - RECTANGULAR STRUCTURES VERTICAL REINFORCING HORIZONTAL REINFORCIN* WALL SCHEDULE LL )SCHEDULE I DEPTH D Saze 3'-6" *SEE NOTE BELOW N 21.17'-40' I ; A I 21.1T-40' I B SIZE: 4'-a' U Q O � Sri: W -O' Q 21.17-40' I A I lj!4O' I � o WALL DESIGNS - RECTANGULAR STRUCTURES VERTICAL REINFORCING HORIZONTAL REINFORCIN* WALL SCHEDULE LL )SCHEDULE I DEPTH D Saze 3'-6" *SEE NOTE BELOW N 21.17'-40' I ; A I 21.1T-40' I B SIZE: 4'-a' U 21.17-40' ( A I 21.1T-40' I H Sri: W -O' Q 21.17-40' I A I lj!4O' I o C SIZE: 8'-0' Cr 21.1T-40' I A I 21,t]' I �i SIZE: T-0' Q 21.17-40' I A I 2IP'ji' W 1 QCIDo¢ SIZES 8'-G' 21.17-40' A 21:17k .it' jj I I I Z W W I SIZE: V_0' � 1 21_1T-411' A 2t, 7't 1 1�'1 N � i 22'-�0 F SIZE b the fi length of a otan xafl. w� w Type A Or B Riser I Type A Or B Riser 1 2 Additional Bars A Bare A Short Wa O 5" 0. C. (See Section B-B� 2- *5 Hoop Bars Perpendicular Bare A •5 Hoop Bar (2 Lap Spilcea Permitted) (See Section A -A) *4 Hoop Bar 2 Additional Baro B---1 -+-'12 A oc A --- L .I �o O 5" Max. 0. C. Each H ,i� Side Of Opening _ I 2-h► Ts Each W Reference Axis Placed On To Bars A And B A0t 45 a I 2 Additional Baro A ' - O 5" 0. C. Parallel Bars B (See Section A- Bare B Long Way (See Section B -B) TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DiAGRAM a �$ C� C1 v % h a o O C o o *4 O 12' BW � � 3'-6" (Typ•) #4 O 12' BIN off° � X T [Horizontal Bars ) a tHorizontal Baro 5` 1 x m y are A I 3'-6"V6-t`ontinuous Around lb m a iii to Around v mo J Qr Comers For o mComers Forw US I4-0Rectangular Risers Bars _ 6" Rectangular Risers) Wv IE 0At 2 -Extra • Vs V Each Side And $ g g^ ars B Above Opaning c�8^ vertical W 11 Reinforcing '6 o o ? a ( Table 4r4' O 12" O.C. m m 1J° ,,I I� ti 3 c o I �Eoch Way �QX xtro RRepIInrf� rcIn Horizontal Wall Reinforcing a a B ilf�� ,, r See Note) I (Sea Table) g o M m ( B. mY I m m e" m.� Bars A�1/ Bars B Faro A-/ Bare B ALTERNATE A ALTERNATE B 12 SECTION A -A SECTION B -B o � • NOTE: When the Inside diameter of a round structure is v NOTE: Provide extra reinforcing each aide of each opening not more than l'-6' larger than the opening in LTi- at 3' maximum spacing equal to half the area of vertical the riser or top slab, the top of the structure retnforcment removed by the opening and provide the or riser shall be constructed according to the same area of retnforcment above each opening at 3" "Special To Slab" detail on his sheet. maxi s t mum acro as removed b the opening. P P sP 9 Y GENERAL NOTES ii u u u -100000 00000 JI00000 00000 • e: u u u u •.�. •..•'�. •.'*�0000000000 -�'�•� s• �; •> • ' • •�• ..' :., FLOW UNE OF ,• 00000 00000 : `• MODIFIED MMCURB .�• EDGE OF PAVEMENT •' I NOTE:: ' •� , OF GRATE is 2' • > •" . BELOW E.O.P. GRADE TOP VIEW NOTE: TOP OF CURB G GUrrER FI.OW LINE ALL INLETS TO BE OR'GRA'� oR E! �'�°" "'�'E� IN 2«RAM DOUBLE GRATE. • s ' '. 1. �'._, :y • 22" x 44" SQR. i •� , - 4'-6' MINIMUM OR LARGER ` -, AS RM 2 PIPE MA) PIPE DIA) AS PER PLAN I I I PER PUN � FLOW UNE ELEV. NOTE: ELEVATION i. FOR JUMION BOX USE STANDARD STRUCTURE BMW AND TOP SLAB TYPE P' OR 'TYPE J', IN ACCOMOICE WITH F.D.O.T. STANMAM INM No. 200. - TYPICAL MODIFIED MIAMI CURB INLET (DOUBLE GRATE) N.T.S. M O O Q LdLL U) Qr 0 Q D Of Of D -5 Q N O \ C) N N d -7) 3 Z 0000 0 0 o v cVn o �oNT� foo FLww�c��m3 ow (A�aQOWOfYQa~�' za�ooPa�m�g ��wi"fw-O�ZW �a(7 QU 11.0 WWt-Z3N� ,.tOzzwwd�C�w�a \�a33 wS�3w�ao, (10 (1 L,J O W Ld = Q V) J J J LTJ Q �0 V F- / Q Z � O rn E N M C6 U J o� J Q � O o U_ U) LL w Cr U) 2 V V) Q W W c QCIDo¢ >o W U Z W W O � 0) Z N � W O w� w esNEi � W F- in r J W o u' J Z M W N W Z W �< p► ,� CEInFlCARON 11 o [JOSEPH U.) FL REG. N0. Z� _ -is - U FLR G. N . WF - AM P. TODD (10 (1 L,J O W Ld = Q V) J J J LTJ Q �0 V F- / Q O LJ --I 00> Cr Z V) >o W U F .--I Ln � > esNEi F- Z 0 Z � p► ,� CEInFlCARON [JOSEPH W. S FL REG. N0. 7 ❑ JODAH B. BI FLR G. N . 57396 AM P. TODD FL REG 0. 5760; FE 2 . DATE: S 1 EET B PROJ T VO. \ 04- 0 Q %0 Ln 0 N 8 N n 0 '3 v N cn z 6 W 0 3: L 0 0, N �p Y 'a \ %0 0 4- (D a.i v r-; 3 GENERAL NOTES, # i THERMOPLASTIC GORE # 2 THERMOPLASTIC ISLAND # 3 EDGE ❑E PAVEMENT CRDSSHATCH # 4 GRASS MEDIAN WITH CRSS HATCH 1• SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE INDIAN RIVER , , Z( COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. !-Z 2. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLA, D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGEB ■ �� �R4-7 W/CASE I CONSTRUCTION. SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, ON ALL ■ ■ ■ Li COUNTY MAINTAINED ROADWAYS. // �' 3. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, IF THE EXISTING PAVEMENT MARKINGS ARE ■ ■ f f INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. ■ B Z ■ 4• THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. 0_ J ■ • ' ■ _ ` ` ` ■ ■� ■ 1. 5 ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION, ■ D ' _ ■ ' CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY INDIAN RIVER • ■ ■ Cf)■ ■ ■ \ J r COUNTY TRAFFIC ENGINEERING (M. U. T. C. D. 3B-5). . ■ ■ ■ B D ■ • 6. SPEED EQUALS POSTED SPEED IN M. P. H. OR DESIGN SPEED, WHICHEVER IS GREATER. MONO -DIRECTIONAL COLORLESS REFLECTOR o� S N Y 7. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATI❑N STANDARD B BI—DIRECTIONAL AMBER REFLECTOR �— BI—DIRECTIONAL AMBER REFLECTOR a SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M. U. T. C. D. & F. D. O. T. ROADWAY & TRAFFIC DESIGN STANDARDS EDGE OF PAVEMENT (LATEST EDITION), HOWEVER, WHERE CONFLICTS EXIST, THIS TYPICAL SHALL TAKE PRECEDENT OVER F. D. O. T. STANDARD SPECIFICATIONS. FOR DISTANCE 'Z' SEE BELOW. FOR DISTANCE 'Z ' SEE BELOW. FOR DISTANCE 'Z SEE BELOW, FOR DISTANCE Z, SEE BELOW. f- 8. IF EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO # S RAISED MEDIAN WITH TAPERED NOSE Z o 8 SOLID LINE WITH SKIP COMMENCEMENT OF WORK. # 6 RAISED MEDIAN WITH CROSSHATCH # 7 # z 9. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE A MINIMUM OF 4 FEET. �� —t"1 R4-7 W/CASE I ' o " 3 10. THERMOPLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FIVE CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN Of B -.� REFLECTOR PLACEMENT FOR TWO LANE BRIDGE ¢ "' COMPLETED, WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE 30 DAYS OR AS SPECIFIED BY INDIAN RIVER COUNTY GUTTER I G� (SEE NOTE 6 & 7 z z v TRAFFIC ENGINEERING. BI-DIRECTIONAL AMBER REFLECTORS 'N NOTE: REFLECTORS _ Q W Q 11, ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINICANDLES AT INSTALLATION. SHALL BE EQUALLY • ^ / Q O V 12, ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6' WIDE, UNLESS OTHERWISE NOTED, PER F. D. O. T. ROADWAY AND TRAFFIC DESIGN SPACED BETWEEN ® ■ K WOE%, STANDARDS OR INDIAN RIVER COUNTY DESIGN STANDARDS AND ®, BUT NO CURB \ • ■� ■ �—� _z�ooWmcNs MORE THAN 18" ` \ ■ : ��� (wwa� 3oW o �a� 13. ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE. - ■ • ■ ( <Fa�a�o�j��� APART. BI-DIRECTIONAL AMBER REFLECTORS��o,8wo � 05 Zo�m� 14, ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING BEFORE • a�mTW",�"w�Z= INSTALLATION. A❑—� �J 40f O1_Of, ^(_Off 40��"m zv)Do ww U ow==j�KZw3�� Ha33w�N3w�dr; 15. ALL MARKERS SHALL BE CLASS B AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706. I q 61 -DIRECTIONAL AMBER REFLECTORL ,► 16, ===> INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING). F ❑ R DISTANCE 'Z ' SEE CHART 2 . /0000 17. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS TYPICAL DETAIL # 9 SKIP ' LINE # loTHERMOPLASTIC MEDIAN AT INTERSECTION # 11 SKIP LINE WITH # i2 D O U B L E SOLID LINE V 18, REFLECTORS SHALL BE EQUALLY SPACED BETWEEN POINTS ® AND © BUT NO MORE THAN 18" APART NOTE: REFLECTORS TWO WAY LEFT TURN 19. EPDXY SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE USED TO SECURE , :: „ SHALL BE EQUALLY = M R.P.M.'S. THERMOPLASTIC OR EPDXY SHALL BE USED ON ASPHALTIC SURFACES. 10 — OO —O SPACED BETWEEN[N N 20. R.P.M. 'S ARE TO BE INSTALLED ON TOP 0( THERMOPLASTIC LANE LINES. WHEN INSTALLING RPM's WITH PAINT K B AND © BUT NO F \ ^ Q LANE LINES RPM's ARE TO BE PLACED 1" INCH TO THE RIGHT OR LEFT OF THE LINE, AS APPROVED BY THE ' - -_.J p COUNTY. MORE THAN 18" Q 21, '0 OR 'F.D.P'. DENOTES FLEXIBLE DELINEATOR POST. I , : ,APART.I 4 O � O a) LL 22. ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY I I` �' ■ • ` ` A (�'� �� �'-1 K LL O00 co _ PRODUCTS LIST" (QPL) AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY ROADWAYS.A • \ ■ J . L Q S � U p 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 ` ` ` ` ` �■ �� Q o m J WHITE/RED (SEE STRIPING KEY 'T'). ALL OTHER ROADWAYS, INCLUDING THOSE WITH BI-DIRECTIONAL CENTER LEFT TURN LANES,BI-DIRECTIONAL AMBER REFLECTORS A SHALL USE MONO DIRECTIONAL WHITE RPMS. f Zf BI_ DIRECTIONAL AMBER REFLECTOR O z0 pQ < 25. AMBER BI-DIRECTIONAL RAISED PAVEMENT MARKERS (RPMs) ARE REQUIRED IN ADDITION TO THE CENTERLINE PAVEMENT MARKINGS. 40RADIUS A W W IN ADDITION, ALL RPMS SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. FOR DISTANCE Z SEE BELOW, `J �J C%� 26. RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE TO CONSIST OF 4 -INCH SQUARE MONODIRECTIONAL WHITE, Q p�j .AND BI-DIRECTIONAL YELLOW. # 13 RAISED MEDIAN - CHANNELIZED LEFT TURN/DIVIDED ROADWAY # 14 GRASS MEDIAN # 15 RAISED CONCRETE # 16 # 17 RAISED CHANNELIZED o � N 27, RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX NO, 17352 AND THIS PLAN, BUT INSTALLED ❑N -THE -STRIPE I TRAFF S ,A ATOR RAISED MEDIAN WITH f RIGHT TURN LANE ISLAND o W O IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. B f- 10 I . P TAPERED NOSE �► W Q ` _ LL CO N #GTYPICAL TURN LANE ARROW B f f 7B .' ' • �— -� O O , 5 � NOTE: REFLECTORS w o w ,3 MONO -DIRECTIONAL AMBER �--GRASS MEDIAN • . r SHALL BE EQUALLY �- Z j 3 GAP (NO CURB)FT � � � SPACED BETWEEN[N � � � m LL Ch �1 TRAFFIC SEPARATOR AND ©, BUT NO w CK 04 R6-1 W CASE 1 �► -�� �'� MORE THAN 18" -� n W N x W/CASE W > / 04 z CONC. SEPARATOR— B D �� A - J APART. / o M A A - v z F.D.P. S B J Q I` In M _ _0 I BI-DIRECTIONAL O �j p (� N r i } NOTE: REFLECTORS NOTE: REFLECTORS AMBER REFLECTORS NOTE: REFLECTORS CO z ti oC D - r SHALL BE EQUALLY SHALL BE EQUALLY SHALL BE EQUALLY INSTALL AT DROP Uj 2 -R _ ( • °; °; SPACED BETWEEN QA SPACED BETWEEN QA SPACED BETWEEN �A RIGHT TURN LANE ONLY U W R M AND ©, BUT NO AND ©, BUT NO AND ©, BUT NO C �j a°/�--0 „ ,'. MORE THAN 18" MORE THAN 18" MORE THAN 18 bRAISED R ••� PAVEMENT MARKERS 15 0 ; . , . 3' GAP ( .. .., ...: APART. APART. APART. Z 6'-7" 0 \' — (RPM's) RIGHT TURN LANE c - - � R6-1 W/CASE 1 C� 100 FT MAXIMUM DISTANCE BETWEEN ARROWS LEFT TURN LANE LEFT AND RIGHT TURN LANES CONC. SEPARATOR z STORAGE LENGTH (SEF CHART 3 Ar NOTE 5) _ _SHADOW LENGTH (50'); � Z v 25'-0" . 100'-0" MAX 15'-0" 11 _ STORAGE (SEE CHART � j 1 0 � � z Q 4' MIN SHOULDER I Q Q F- 6' TO 10' INSIDE MONO -DIRECTIONAL AMBER I �\ .Q PER PLAN _._.._ ._— : .: .. .: .: . . NOTE: RAISED CONCRETE ISLAND A ® ® ® ! �' B • .i• :`• i� :..,i" .•_ _�' '�� V) F•- J LL _ DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER. A Z z — �-�- : 3GAP Mme. C L© / (' W Q /-� PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART �A}�� 1'-0" /' F— V ���I_,., STANDARD CROSSWALK 50, l�J--'" [.ZITYP-- ,Q_ -j j o a. I Do, MAx o FOR DISTANCE Z SEE CHART 2 CL Shadow length's shall be 100 feet at all dual left applications, with 250of 6-10 NOTE: �/ to 9 PP ' ' 'skips. HANDICAP OR WHEEL CHAIR ACCESS RAMPS DICTATE SHOULDER TYPICAL CROSSWALK PLACEMENT OF -� :e CHART #3 STANDARD CROSSWALKS SHALL SHOULDER C X CHART # 1 BE INSTALLED AT SIGNALIZED SINGLE TURN LANE STORAGE( MINIMUM - FT) CHART #3 NOTES: OR STOP SIGN CONTROLLED STRIPING K E Y INTERSECTIONS AS PER DESIGN' LENGTHS OF APPROACH STRIPING C FT: ) TURNING VEHICLES PER HOUR i. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW, A = 6" SOLID WHITE W SEE NOTE 5 & 6 MPH 30-60 61-90 91-120 121-151151-18+)181-21?Z11-240241-27071-30(1>301 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED. 8 = 8" SOLID WHITE C = 12" SOLID WHITE > Z z CROSSWALK & STOP BAR PLACEMENT 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT! D = 18" SOLID WHITE O SPEED DISTANCE (�(� 55 365 390 415 440 465 490 515 540 565 590 _0 0 STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. E = 24 SOLID WHITE 50 300 325 350 375 400 425 450 475 500 525 F = 6" SKIP WHITE TYP 10'-30') - U 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL " � — � 30 500 G = 6 SKIP WHITE TYP 6:-10') > w 45 280 X80 295 320 345 370 395 420 445 470 EVERY 2 MINUTES, H = 6" SKIP WHITE TYP 2-4') 35 550 5, 6' - 10' WHITE SKIP LINE LENGTH = 180' . 1 = 6" SOLID YELLOW W Q O TAPER ACROSS SIDE STREET OR MAJOR DRIVE 40 600 40 280 280 280 280 285 310 335 360 385 410 J = 18" SOLID YELLOW --1 m Qr 6. USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 K = 6" DOUBLE YELLOW 45 700 35 280 280 280 280 280 290 315 340 365 390 L = s" SKIP YELLOW TYP 10'-30' = z REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER. M = 6" SKIP YELLOW TYP (6'-10')) (n 0 50 8OO N = 6" SKIP YELLOW TYP (2'-4') f— z CHART # 2 CHART # 4 P = RPM MONO -DIRECTIONAL WHITE/CLEAR CHART # 4 N 0 T E S I Q= RPM BI-DIRECTIONAL AMBER/AMBER DUAL TURN LANE ST❑RAGE C M I N, — FTXURN I NG VEHICLES PER HOUR 1, STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW. R = FDP WHITE — DISTANCE BETWEEN S = FDP YELLOW 80'-0" MIN _ J \ 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, T = RPM BI-DIREC. WHITE/RED 55 490 515 540 565 590 615 665 3, ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT! POSTED SPEED Z 50 450 450 475 500 525 550 600 STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301, NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. QjtE:ER CFRT►FlC \. LIMIT (M, P. H. (FT. ) MPH W. SOi E Fl. REG. N0. 048 45 450 450 450 450 470 495 545 4, ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY p,FL R B. BI 40 20 2 MINUTES, AT 957 LEVEL OF CONFIDENCE. FL R 57396 A 45 30 40 450 450 450 450 450 450 465 A 5, ASSUMES 50% - SO% LANE DISTRIBUTION, O" P. DAR REG. N . 5 05 > 50 40 35 450 450 450 450 450 450 485 6.61 - 10' WHITE SKIP LINE LENGTH = 2501, Ai�•.B NOTE: ! SH T 86TH AVENUE, 89TH STREET, & C.R. 510 ARE "COUNTY MAINTAINED" ROADS. 11 C SIDE STREET OR COMMERCIAL DRIVEWAY NOTES FOR STRIPING, SIGNAGE CONSTRUCTION SPECIFICATIONS FOR COUNTY ROADS SHALL APPLY. PROJEC N . i 04-0 J SIGN SPECIFICATIONS: SIGN FACE - ENGINEERING GRADE REFLECTIVE SHEETING SIZE - AS SHOWN COLOR - AS SHOWN HEIGHT - 7' MEASURED FROM BOTTOM OF THE SIGN TO HEIGHT OF THE NEAR EDGE OF PAVEMENT, OR TO TOP OF THE TRAFFIC SEPARATOR. THICKNESS (ALUMINUM) : .080 INCHES THICKNESS (FIBER GLASS OR PLASTIC) : .120 INCHES BOLTS: 3/8 " x 3/4 " W/ HEX NUTS, 2 (MIN.) PER SIGN POSTS: SIGNS 9 SQUARE FEET AND LARGER SHALL BE DOUBLE POSTED. #2 CASE 1 YELLOW • CASE 1 e ® YELLOW 0 ®® o 0O � > CASE 1: Yellow high intensity solid color sheeting. 5' GRADE T I— 3' inn -4' 24"x48" 24"x48" W1-7 W1-6 BLACK ON YELLOW BLACK ON YELLOW W1 -7M BLACK ON YELLOW W1-7 30"x30" 24"x30" 24"x30" 30"x30" 30"00" lane, leaving the opposite lane open to traffic. SPEED 2O OVBTIiANG N 2. All vehicles, equipment, workers (except flaggers) // --i----�- -'I s STUD LIMIT W= Width of lateral transition in feet. DEAD (v0 Z X X 3. If the work operation does not exceed 60 minutes, 8' CONCRETE � CUTLET traffic control will be in conformance with Index I WHERE ANY VEHICLE, EQUIPMENT,WORKERS END R1-1 R2-1 R4-7 ENCROACH THE AREA BETWEEN 4. Additional one-way control may be effected by the WHITE ON RED BLACK ON WHITE LOCATION: 100' TO 200' FROM BLACK ON WHITE LOCATION: ON THE END OF TRAFFIC SEPARATORS W 14-1 W 14-2 g EXCEPT WHERE ADJACENT SIGNALIZED INTERSECTION AND AT SIGNALIZED INTERSECTIONS; BLACK ON YELLOW BLACK ON YELLOW TOUHANDICCAP ST�ALLa 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. 7 SIGN LOCATION AT "T" INTERSECTION 2' W1 -T 11<= I with two CASE 1 s • �1000> • (yellow) CASE 1 ® CASE 1 ® CASE 1 • • • • YELLOW @ ® YELLOW ® (yellow) ••�� 10 ••�0 ®O® ®�0 \�� 0 —0_ 5' R1-1 arFRH4Nc, EO RAH S OR PAV OR BkFIf PER PW! ��- 6" 1CQWUE�A WHEEL STOP c EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK 0 h 8' WHITE STPJPE (TYP) 11-1 WHITE STRIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. CASE 2SIGN LOCATION RED ®® 7 AT DEAD END STREET CASE 2 (red) ® ®® 2' 4' CENTER TO CENTER 4' 4' 4' 4' 0 _Q_ Q 4 JQL 5' GRADE if �'`1 3' CASE 2: Red high intensity solid color sheeting. CL 250' I 500' 500' 50' ( � a 500 500 500 L I CI I 500' 4] Cones Or Tubular Markers At 25' Centers And Type N Or Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter ROAD ONE LANE4STRCones Or Tubular Markers At 50' Centers And 1500 FT 1000 FT Type TION ROAD T e - Or Type N- Barricades Or Vertical Panels 1500 F Or Drums At 100' Centers. GENERAL NOTES TYPICAL APPLICATIONS 1. Work operations shall be confined to one traffic HANDICAP SIGN 8. L (min) for speeds 45 mph lane, leaving the opposite lane open to traffic. NO. ETP -251 _ (` 6" 2 " 2O OVBTIiANG N 2. All vehicles, equipment, workers (except flaggers) // --i----�- -'I s I and their activities are restricted at all times to W= Width of lateral transition in feet. 7 6" STRIPE— 0 4'! O.C.O Z 1 20' aVER1TAN6 al 3. If the work operation does not exceed 60 minutes, 8' CONCRETE � CONDITIONS traffic control will be in conformance with Index I WHERE ANY VEHICLE, EQUIPMENT,WORKERS WHEEL SW o EXCEPT WHERE ADAACENT SYMBOLS I TO CURB OR SIDEWALK8 ENCROACH THE AREA BETWEEN 4. Additional one-way control may be effected by the ® 6' WHITE STRIPE WHEEL STOP o TYPICAL Z g EXCEPT WHERE ADJACENT 8' WHITE ----o 6" WHiTE STRIPE, c� TO CUIB OR SIDEWALK N (RIPE (TYP) TOUHANDICCAP ST�ALLa / TYPICAL 6' BLUE STRIPE --, \ direct communication at all times. I l 6" WHITE STRIPE Z J TYPICAL WHITE STRIPE 1'YPM TYPICAL HANDICAP PARKING TYPICAL STANDARD PARKING Lit STALL STALL Type N Or Type .-- Barricade Or vertical Popeeiting at all times. N.T.S. N.T.S. 6. Mesh signs may be used for (Daylight Only) operations NOTE A). ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN W1RTTEE, RETRO -R CTI TRAFFIC PAINT AND BE RJ ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRAJJSPORTAl10N FDOI STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION. 1996, SECTION 710. 0-' B.) ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WI1H FOOT STANDARD INDEX 17348, C.) ALL COMPACT SPACES SHALL BE MARKED 'COMPACT' ON THE STALL OR TIRE STOP. arFRH4Nc, EO RAH S OR PAV OR BkFIf PER PW! ��- 6" 1CQWUE�A WHEEL STOP c EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK 0 h 8' WHITE STPJPE (TYP) 11-1 WHITE STRIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. CASE 2SIGN LOCATION RED ®® 7 AT DEAD END STREET CASE 2 (red) ® ®® 2' 4' CENTER TO CENTER 4' 4' 4' 4' 0 _Q_ Q 4 JQL 5' GRADE if �'`1 3' CASE 2: Red high intensity solid color sheeting. CL 250' I 500' 500' 50' ( � a 500 500 500 L I CI I 500' 4] Cones Or Tubular Markers At 25' Centers And Type N Or Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter ROAD ONE LANE4STRCones Or Tubular Markers At 50' Centers And 1500 FT 1000 FT Type TION ROAD T e - Or Type N- Barricades Or Vertical Panels 1500 F Or Drums At 100' Centers. GENERAL NOTES MAINTENANCE OF TRAFFIC PLAN TRAFFIC CONTROL THROUGH WORK ZONES TWO—LANE,TWO—WAY RURAL OPERATIONS ONE DAYLIGHT PERIOD OR LESS 1 of 1 603 # S CHANNEL POST o ANY ST. 12' FROM STDIp SIGN EDGE OF ROADSTFIP --s\ 4 0 � S J 7' k ILpI�w�i,oi ill it 3, Z INV �LL v „ WANNI Ulf//��iY///.��11/A -sir =lull r=11�11F 3' 31 ANY ST.1.1 v �u BRACKETS BLADES U O woN0F � o POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per wZ =aW A.S.T.M.-A-123 Min. weight: two lbs. per foot, GENERAL SPECIFICATIONS+ 3�� g p 7/16 "Gia. holes, 1" apart top to bottom. STIP �wo��a���^w FLAT BLADEI ALCOA #86054.6063-T6 ALLOY, a�a�z�o�ad�3 A concrete footer is not required unless it is shown on the plan. ;LLwa�=oZwos ETCHED, DEGREASED WITH #1200 ALODINE FINISH Zo��oo o7cn WITH #2277 GREEN SCOTCHLITE BACKGROUND OR 'o�ZW_Q� 1/ �= EQUAL DIMENSIONS -- 6' MIN. H, 24' , 30' OR 36' L. a dd �- w0�-w41a�v)�o \a33w��3w�a(3 in LETTERSI NAME - 4' SERIES '13' #2270 5/8' R. Cl) SCOTCHL I TE (SILVER) OR EQUAL - SUFFIX - 2' a -POST SERIES AS ABOVE, Zo 3/32' 12' Z Cn I P- OSTI STEEL FLANGED CHANNEL POST WITH 5/8' R. )KAT RADIUS BAKED GREEN ALKYD OR GALVANIZED FINISH PERE WHEN POSSIBLE A, S. T, M. -A-123. WITHOUT ANCHOR PLATES. c� EXTRUDED TYPICAL STOP. M a BLADE SECTION SIGN PLACEMENT STOP SIGNI R1-1 MUTCD - 30' x 30' (ENGINEERING GRADE) U v Q a) CUNCURBED SECTION) LOCATION, ONE PER INTERSECTION AS INDICATED �-a ON THE PLANS. -� W C _I OJ a) 0 � 0 WZ�U o Q - - 0 W J l01 Q Z 0 0 Q I�I I001 oif Z Z W W 101 Ty' - t/2�± o > cfl Sign Post '�� I ° 1 " o 0)I� L Ground I o l w F— p-'�T 101 Surface 101 r) � 0 N 1 > 0 `D � Wt%4' a VJ Z� W O 0 i Ground I I 0 ( ' %s' 0 Holes I Sign Past wx � I_ U Post Anchor J05 or Diepunc/ted '� I 4J �� 06 Q ` Surface 1 0 1 Sin Post Lock Washer t "gCenters Knockouts v 1 0( 0 3 � L`- U N Post Anchor -�� I 0 I (71s' nominal size) l 101 E .—' '' J ti I l w+i4' > l A Hex Nut Sign Post-� 101 SECTION F -F m 10 I Flat Washer o W = W 5/s' Steel Hex (%16'rominal size) 101 T CO W N I o° i Head Corner Boit I o I � >—W, 101 0 0 W ZS Zo 0 i r7 SECT/ON G -G Q C) ELEVATION J F3 ` Showing Mounting Without Anchor Tube Z N ELEVATION Showing Mounting using Optional Anchor Tube STEEL SQUARE TUBE POST DETAILS U W U v # 6 STREET NAME SIGN GENERAL SPECIFICATIONS: (SNS) or (D-3) FLAT PLATE, Alcoa # 86054.6063-T6 alloy, front view etched, degreased with #1200 alodine finish with #2277 green Scotchlite background or equal. 24", 30" or 36" long Dimensions: 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum Letters: 6'$/8" name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -lane roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. A � Y ST. #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) W1-6 ••••• ••••• 2, ••oz %0 5' GRADE 3' TYPICAL APPLICATIONS 1. Work operations shall be confined to one traffic Pavement Resurfacing 8. L (min) for speeds 45 mph lane, leaving the opposite lane open to traffic. =.W1 for Speeds!; 40 mph Utility Work 2. All vehicles, equipment, workers (except flaggers) Bridge Repair Where: and their activities are restricted at all times to W= Width of lateral transition in feet. y one side of the pavement. Z 9. The ONE -LANE ROAD signs are to be fully covered and the 3. If the work operation does not exceed 60 minutes, FLAGGER signs either removed or fully covered when no work CONDITIONS traffic control will be in conformance with Index F— WHERE ANY VEHICLE, EQUIPMENT,WORKERS No. 607. OR THEIR ACTIVITIES SYMBOLS Z ENCROACH THE AREA BETWEEN 4. Additional one-way control may be effected by the ® Work Area' following means: Flog-carrying vehicle (2) Official vehicle �3� OUTSIDE THE EDGE OF PAVEMENT Pilot vehicles (4) Traffic signals performed additional traffic control devices shall be erected Sign With 18" x 18" (Min.) Orange in accordance with other applicable TCZ indexes. Flag And Type B Light When flaggers are the sole means of one-way control the flaggers shall be in sight of each other or in direct communication at all times. 1 Type N, Type NN Or Type NNN Barricade Or Vertical Panel Or Drum 5. The first two warning signs shall have a 18" x 18" (min.) Lit orange flag and a Type 8 light attached and ° Type N Or Type .-- Barricade Or vertical Popeeiting at all times. Or Cone Or Tubular Marker Or Drum 6. Mesh signs may be used for (Daylight Only) operations [p Work Zone Sign Type B Lights and Orange Flags are not required. 0-' Flagger 7. The FLAGGER legend sign may be substituted for the n symbol sign. MAINTENANCE OF TRAFFIC PLAN TRAFFIC CONTROL THROUGH WORK ZONES TWO—LANE,TWO—WAY RURAL OPERATIONS ONE DAYLIGHT PERIOD OR LESS 1 of 1 603 # S CHANNEL POST o ANY ST. 12' FROM STDIp SIGN EDGE OF ROADSTFIP --s\ 4 0 � S J 7' k ILpI�w�i,oi ill it 3, Z INV �LL v „ WANNI Ulf//��iY///.��11/A -sir =lull r=11�11F 3' 31 ANY ST.1.1 v �u BRACKETS BLADES U O woN0F � o POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per wZ =aW A.S.T.M.-A-123 Min. weight: two lbs. per foot, GENERAL SPECIFICATIONS+ 3�� g p 7/16 "Gia. holes, 1" apart top to bottom. STIP �wo��a���^w FLAT BLADEI ALCOA #86054.6063-T6 ALLOY, a�a�z�o�ad�3 A concrete footer is not required unless it is shown on the plan. ;LLwa�=oZwos ETCHED, DEGREASED WITH #1200 ALODINE FINISH Zo��oo o7cn WITH #2277 GREEN SCOTCHLITE BACKGROUND OR 'o�ZW_Q� 1/ �= EQUAL DIMENSIONS -- 6' MIN. H, 24' , 30' OR 36' L. a dd �- w0�-w41a�v)�o \a33w��3w�a(3 in LETTERSI NAME - 4' SERIES '13' #2270 5/8' R. Cl) SCOTCHL I TE (SILVER) OR EQUAL - SUFFIX - 2' a -POST SERIES AS ABOVE, Zo 3/32' 12' Z Cn I P- OSTI STEEL FLANGED CHANNEL POST WITH 5/8' R. )KAT RADIUS BAKED GREEN ALKYD OR GALVANIZED FINISH PERE WHEN POSSIBLE A, S. T, M. -A-123. WITHOUT ANCHOR PLATES. c� EXTRUDED TYPICAL STOP. M a BLADE SECTION SIGN PLACEMENT STOP SIGNI R1-1 MUTCD - 30' x 30' (ENGINEERING GRADE) U v Q a) CUNCURBED SECTION) LOCATION, ONE PER INTERSECTION AS INDICATED �-a ON THE PLANS. -� W C _I OJ a) 0 � 0 WZ�U o Q - - 0 W J l01 Q Z 0 0 Q I�I I001 oif Z Z W W 101 Ty' - t/2�± o > cfl Sign Post '�� I ° 1 " o 0)I� L Ground I o l w F— p-'�T 101 Surface 101 r) � 0 N 1 > 0 `D � Wt%4' a VJ Z� W O 0 i Ground I I 0 ( ' %s' 0 Holes I Sign Past wx � I_ U Post Anchor J05 or Diepunc/ted '� I 4J �� 06 Q ` Surface 1 0 1 Sin Post Lock Washer t "gCenters Knockouts v 1 0( 0 3 � L`- U N Post Anchor -�� I 0 I (71s' nominal size) l 101 E .—' '' J ti I l w+i4' > l A Hex Nut Sign Post-� 101 SECTION F -F m 10 I Flat Washer o W = W 5/s' Steel Hex (%16'rominal size) 101 T CO W N I o° i Head Corner Boit I o I � >—W, 101 0 0 W ZS Zo 0 i r7 SECT/ON G -G Q C) ELEVATION J F3 ` Showing Mounting Without Anchor Tube Z N ELEVATION Showing Mounting using Optional Anchor Tube STEEL SQUARE TUBE POST DETAILS U W U v # 6 STREET NAME SIGN GENERAL SPECIFICATIONS: (SNS) or (D-3) FLAT PLATE, Alcoa # 86054.6063-T6 alloy, front view etched, degreased with #1200 alodine finish with #2277 green Scotchlite background or equal. 24", 30" or 36" long Dimensions: 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum Letters: 6'$/8" name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -lane roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. A � Y ST. #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) W1-6 ••••• ••••• 2, ••oz %0 5' GRADE 3' TYPICAL APPLICATIONS Pavement Resurfacing 8. L (min) for speeds 45 mph Pavement Repair =.W1 for Speeds!; 40 mph Utility Work 120 Bridge Repair Where: Guardrail Work W= Width of lateral transition in feet. y S= Posted speed limit (MPH). Z 9. The ONE -LANE ROAD signs are to be fully covered and the LJ FLAGGER signs either removed or fully covered when no work CONDITIONS is being performed and the highway is open to two-way traffic. F— WHERE ANY VEHICLE, EQUIPMENT,WORKERS 10. Arrows denote direction of traffic only and do not reflect OR THEIR ACTIVITIES pavement markings. Z ENCROACH THE AREA BETWEEN 11. Longitudinal dimensions are to be adjusted to fit field THE CENTERLINE AND A LINE 2' conditions.See index No. 600. Z OUTSIDE THE EDGE OF PAVEMENT 12. When a side road intersects the highway on which work is being performed additional traffic control devices shall be erected in accordance with other applicable TCZ indexes. 13. For general TCZ requirements and additional information refer to Index No. 600. MAINTENANCE OF TRAFFIC PLAN TRAFFIC CONTROL THROUGH WORK ZONES TWO—LANE,TWO—WAY RURAL OPERATIONS ONE DAYLIGHT PERIOD OR LESS 1 of 1 603 # S CHANNEL POST o ANY ST. 12' FROM STDIp SIGN EDGE OF ROADSTFIP --s\ 4 0 � S J 7' k ILpI�w�i,oi ill it 3, Z INV �LL v „ WANNI Ulf//��iY///.��11/A -sir =lull r=11�11F 3' 31 ANY ST.1.1 v �u BRACKETS BLADES U O woN0F � o POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per wZ =aW A.S.T.M.-A-123 Min. weight: two lbs. per foot, GENERAL SPECIFICATIONS+ 3�� g p 7/16 "Gia. holes, 1" apart top to bottom. STIP �wo��a���^w FLAT BLADEI ALCOA #86054.6063-T6 ALLOY, a�a�z�o�ad�3 A concrete footer is not required unless it is shown on the plan. ;LLwa�=oZwos ETCHED, DEGREASED WITH #1200 ALODINE FINISH Zo��oo o7cn WITH #2277 GREEN SCOTCHLITE BACKGROUND OR 'o�ZW_Q� 1/ �= EQUAL DIMENSIONS -- 6' MIN. H, 24' , 30' OR 36' L. a dd �- w0�-w41a�v)�o \a33w��3w�a(3 in LETTERSI NAME - 4' SERIES '13' #2270 5/8' R. Cl) SCOTCHL I TE (SILVER) OR EQUAL - SUFFIX - 2' a -POST SERIES AS ABOVE, Zo 3/32' 12' Z Cn I P- OSTI STEEL FLANGED CHANNEL POST WITH 5/8' R. )KAT RADIUS BAKED GREEN ALKYD OR GALVANIZED FINISH PERE WHEN POSSIBLE A, S. T, M. -A-123. WITHOUT ANCHOR PLATES. c� EXTRUDED TYPICAL STOP. M a BLADE SECTION SIGN PLACEMENT STOP SIGNI R1-1 MUTCD - 30' x 30' (ENGINEERING GRADE) U v Q a) CUNCURBED SECTION) LOCATION, ONE PER INTERSECTION AS INDICATED �-a ON THE PLANS. -� W C _I OJ a) 0 � 0 WZ�U o Q - - 0 W J l01 Q Z 0 0 Q I�I I001 oif Z Z W W 101 Ty' - t/2�± o > cfl Sign Post '�� I ° 1 " o 0)I� L Ground I o l w F— p-'�T 101 Surface 101 r) � 0 N 1 > 0 `D � Wt%4' a VJ Z� W O 0 i Ground I I 0 ( ' %s' 0 Holes I Sign Past wx � I_ U Post Anchor J05 or Diepunc/ted '� I 4J �� 06 Q ` Surface 1 0 1 Sin Post Lock Washer t "gCenters Knockouts v 1 0( 0 3 � L`- U N Post Anchor -�� I 0 I (71s' nominal size) l 101 E .—' '' J ti I l w+i4' > l A Hex Nut Sign Post-� 101 SECTION F -F m 10 I Flat Washer o W = W 5/s' Steel Hex (%16'rominal size) 101 T CO W N I o° i Head Corner Boit I o I � >—W, 101 0 0 W ZS Zo 0 i r7 SECT/ON G -G Q C) ELEVATION J F3 ` Showing Mounting Without Anchor Tube Z N ELEVATION Showing Mounting using Optional Anchor Tube STEEL SQUARE TUBE POST DETAILS U W U v # 6 STREET NAME SIGN GENERAL SPECIFICATIONS: (SNS) or (D-3) FLAT PLATE, Alcoa # 86054.6063-T6 alloy, front view etched, degreased with #1200 alodine finish with #2277 green Scotchlite background or equal. 24", 30" or 36" long Dimensions: 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum Letters: 6'$/8" name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -lane roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. A � Y ST. #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) W1-6 ••••• ••••• 2, ••oz %0 5' GRADE 3' LLI Z 0O0 FL REG. NO. 70 ❑ JODAH B. BI -" U Q ❑ y 0 Z � LJ Z O O F— m LL Z) Z PROJE ~ Q Z (./)F—JLJ_ �LLJFF Lit LL.l L,Jp� Q to n LLI Z 0O0 FL REG. NO. 70 ❑ JODAH B. BI -" U Q ❑ AM P. ODD REG. 0. 760 LJ J E O F— m LL Z) Z PROJE ~ Z JOSEPH W. S LK FL REG. NO. 70 ❑ JODAH B. BI FL REG. N . 57396 ❑ AM P. ODD REG. 0. 760 FEB 2 DATE: SH ET LT PROJE 04—Vl5t,/ RELOCATED TELEPHONE POLE n I` o n o " PROPOSED LOT 80' TOTAL FUTURE ROW 60 ROW RELOCATED 4 MIN OAK----,.,. o N 1OI A�IP,SCAPE 40 PROPOSED ROW ' 1 I EASE ENT _ _ 40 EXIST ROW a h J LACONIA STREET 1 16' MEDIAN II ,� OPAQUE 50D BAHIA 24' PAVED ROAD 1 0 0 ,.. � BUFFER"` ilow- 6 2 14 PVMT _ 8 I 8 14 PVMT 2 6 15 I Z cwn T 5' =LEV. AT EOP VARIES` F o v I LIMITED 16.7 TO 15.4 TO 14.5 EXIST o �' to ~ 3 VIRBURNUM AWABUKI �1 N p w 1 1/2" SP 12.5 (T.L. 'C') 1 1/2" SP 12.5 (T.L. 'C') 1 ACCESS I 26' SWALE 6' SHLD 8' 4't 12' PVMT ASPHALT ASPHALT I , SMT. STABILIZED 4%�' o-4% TOP OF BERM ARIES ;�--' ( " 12 PVMT , ' " ' ' 1 a 0 cm) 0 � 8 DEPTH) 1 SP (T.L C } (MIN) (w o nw 19.0 TO 17.75 0 16.7 4 7± 6± 4 9 1 1 2 SP 12.5 T.L C w cn 0 p - SE EXISTING O / ( ) RECYCLE ASPHALT AND BA F z �--..---. _ _ . ,► 1 SP 9.5 (T.L.I C) � c� w F w 2%-�- ^}�=: 2% 1 1/2" SP 12. T.L. 'C' ASPHALT OVERLAY PAVEMENT AND OVERLAY z � ,•::.: ..�.�r ELEV. AT P _ VARIES / ( ) a p p 5 1 TYPE FCURB----''� . f, =a'.' TrE D CURB ►. : v:�;;: �F ,j;' ;},.. TYPE F CURB 1 17.3 TO 16.0 TO 15.0 CL GRADE PER PLAN v ¢ a o: CENTER LOT GRADING ASPHALT o = p -' p w �, ... �- I 2%-�- SOD ANY DISTURBED AREAS 1 �\ I I LOT GRADING (GRADE TO ROADWAY) 3' - - 6" COQUINA SHELL " 6" COQUINA SHELL SIDE :?;'"•;�;•= �� �:'�"�r :i_•"ri *I' "» _ �� -A e N M d' COMPACTED TO 98% MAX. 8 STABILI ED SUBGRADE COMPACTED TO 98% MAX. 12" ACR 3 /�/������/��� SAW TRUE/STRAIGHT LINE- - (LBR=40) 98% COMPACTION 3'� REMOVE ALL SUBGRADE, BASE DENSITY (AASHTO T-180) AASHTO T-180) DENSITY (AASHTO T-180)NTERNAL ROAD) ASPHALT WEST OF LINE. 1 FILL COMPACTED TO I --- -- EDGE OF SHOULDER VARIES F- to 98% MAX. DENSITY FILL COMPACTED TO RECONSTRUCT AS DEPICTED. 16.0± TO 14.7± TO 13.8± " F5 vi 98% MAX. DENSITY 6 COQUINA SHELL I COMPACTED TO 98% MAX. EXIST GND I o 0 3 z , BOTTOM OF SWALE VARIES FILL COMPACTED TO DENSITY (AASHTO T-180) j 13.0 TO 11.7 TO 10.8 98% MAX. DENSITY 12" STABILIZED SUBGRADE 1 o TYPICAL SECTION 13-13 (LBR=40) (98% COMPACTION Cl PLACE SILT FENCE PRIOR AASHTO T-180) ENTRANCE ROADWAY (ROW) TOCO AS STREET OF - NOTES: TYPICALSECTION A A 1. AT OVERLAY- CONTRACTOR SHALL PROVIDE ALL REQUIRED NTS ASPHALT NEEDED TO LEVEL AND OVERLAY TO 2% CROSS SLOPE. ZENn .2p ' ❑ Q 0 OW 1" SPECIFIED 1S A MINIMUM, !§ '\ _ wwQ �w0 �ra�F-�L (� 2. LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT NTS FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OFo=aoozZw�� SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED�=W�LB�m�= I ADJACENT PROPERTY ow=x5w�ww3�� DRY RETENTION AREA -TRACT A ON SHEETS 5,6,8,9 AND 11-13. �w o�=w 50' ROW 1 wp.�i��wa Kt9wrra 12' 2' 10' PVMT 10' PVMT 2' - 12' 80' TOTAL FUTURE ROW = U Z E �? 5 � - " C) 40' PROPOSED ROW _ 40' EXIST ROW . � o 0 0 1 1/2 SP 12.5 (T.L. ROVIDE 2 SOD ,,,I� LACON IA STREET i"� J � rn 0 SEXIST GND VARIES 1 ASPHALT ALONG CURB 1 SOD BAHIA _ 24' PAVED ROAD � cv (i 9.0 TO 10.0 •� 0 ---- c BOTTOM ELEVATION = 9.75 - - - ELEV. AT EOP VARIES' MATCH EXIST. -�--2% GRADE 9.75 2'± ;•' n�: , ti= ,.�?: �3 .`'`�.�?i. `"... ,%:tja',W :n�14: µ:r '�:; t 1 ,6' SHLD 18.0± T80 18.51 4'± W 0 N 9.75 �, ,. -„�.. EXIST 0 Z m ( MODIFIED MIAMI CURB '"-' "" '�`"" ' °"`s ".. ODIFIED MIAMI CURB I SWALE/DRY RETENTION - VARIES 19 TO 23't► _ - 12 PVMT -� p ((STABILIZED 12' PVMT Y 1" SPn9.5 (T.L. 'C') (MIN) 1 O�00 W � / 3 3 BOTTOM VARIES 3 3 VARIES DEPTH) " , , 1 1/2 SP 12.5 (T.L C) RECYCLE ASPHALT AND BASE EXISTING OF 1 z Q co _ 6" COQUINA SHELL -� - - - 1 SP 9.5 (T.L.I C) = �, co U ASPHALT OVERLAY PAVEMENT AND OVERLAY o c " COMPACTED TO 98% MAX. 7 TO 11 2' TO 4' 1 1/2" SP 12. (T.L. 'C') Z 0 W -- 1 DENSITY AASHTO T-180 I ASPHALT GRADE PER PLAN o Q o pp Q 8 STABILIZED SUBGRADE W o W -� j 1 (LBR=40) (98% COMPACTION ( ) �- REMOVE CLAYED SAND BENEATH I AASHTO T-180) 98% MAX. DENSITY 1 17.0' 17.0' 2%�'-" - - BOTTOM OF RETENTION AREA. \ -\ SOD ANY DISTURBED AREAS 1 Z o O w BACKFILL WITH CLEAN TAN SAND, 16.0 16.0 ,� ��/j//�j��//��/ SAW TRUE/STRAIGHT LINE-~ _ / z W < 5% FINES. 5 REMOVE ALL SUBGRADE, BASE 0 � MATCH EXISTING 1 : 15.0 15.0 ASPHALT WEST OF LINE.�- Q co TYPICAL ROADWAY SECTION AT P.L. 17.0'± I " RECONSTRUCT AS DEPICTED. 0 N EDGE OF SHOULDER VARIES 8 COQUINA SHELL i 06 Z o 0 (� 17.3± TO 17.8± COMPACTED TO 98% MAX. EXIST GND I � � W o SECTION G - G 50' ROW DENSITY AASHTO T-180) W UPLAND BUFFER " ( < Z NTS REGRADE EXISTING SWALE/RETENTION AREA FILL COMPACTED TO NTS AREA TO BE PLANTED WITH 12 STABILIZED SUBGRADE _-_ _ _ ._ sl w w c l _ NATIVE VEGETATION AND REMOVE -EXISTING BOTTOM: 16.0 98% MAX. DENSITY ALL EXOTICS (AS BUFFER FOR (LBR=40) (98% COMPACTION Z 0 CC -PROPOSED BOTTOM: 15.0 AASHTO T-180) W o p ~ 10' DRAIN & ADJACENT WETLANDS UTILITY EASEMENT NOTES: Q J ICONSERVATION TRACT TYPICAL SECTION P - P 1. AT OVERLAY- CONTRACTOR SHALL PROVIDE ALL REQUIRED m LL PROPOSED LOT STORMWATER TRACT B f, ASPHALT NEEDED TO LEVEL AND OVERLAY TO 2% CROSS SLOPE. -� 7 5' 10't 25't W N ,0' i 80' R O W 1" SPECIFIED IS A MINIMUM: .. � W DRAINAGE/MAINI� W NOTE 2. LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT u =I I STABIUZE/SOD BANKS OF BERM NTS FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF EASEMENT I IMMEDIATELY UPON FINAL GRADE SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED V Z 0o (PRIVATE) I t8� I ON SHEETS 5,6,8,9 AND 11-13. J Q F- 6' _ 6' 8' 8' _ - 18' t► a 11x3.2' _ z Z) Z 1f' o - 16 AREA TO BE PLANTED WITH - N SOD (BAHIA) / NATIVE ALL EXOTICS AS BUFFER FOR REMOVE 13.0'± � 13.2' ti ti 14 TRACT 'B' 6'1 14 _ ADJACENT NDS) � ^ -•1 13.0 I -02% CONSERVATION TRACT E1/E� AVG. WIDTH= 31 FT AS UPLAND BUFFER > W TYPE D CURB u I 5 TOP OF BANK U) �3 1- 12.0 �; Ut'LANRU (ELEV 14.00) 12 - 12 Z _ 11.0 1'1 - MODIFIED MAIMI CURB - _ _ _ A T.MFEN OF z EXIST WETLANDS MI 5' IVARIES _ 20' 8' NOTE i = 9.0 1 f, SPLITRAIL FENCE _ FILL 10 REMOVE EXOTICS / I SOD BAHIA STABIUZEJSOD BANKS OF BERM CONTR )L ELEVATION 1 9.0 1 MF TCH 14 REVEGITATC I _ IMMEDIATELY UPON FINAL GRADE EXIS7 GND o _ 8- 8 x /,-EXIST GND _ - - - - - - - -- - 7.0 I 12 n- p�" I 6 6 %PROPERTY UI1E Q fL w EXIT GND y toy ` / T 0 4 4 -L ATLLIMITSS OE ( F.NCE AT TOP OF C )NST. SPLIT RAIL CONTROL ELEV - 9.00 U n. 8 FILL I BERM ELEV "-PROPOSED GRADE P:R DEEP CUT UNE MITIGATION PLAN. N 2 2 6 UPLANDS kND WETLANDS TO (SHOWN IN CONC�:P7 a d 4 Lit ULLAK U, Kt-UKAUtU ANU RE-PLANT:D. SEE N I 0 BY OTHERS. REQUIRES MIN.0.8 ? I N R -AN a POND BOTTOM = -2.0 0 50 100 150 41 ACR U -2.0 I PLAN CO POSATION. I n CROSS-SECTION L -L TYPICAL LAKE SECTION D - D NTS AREA TO BE PLANTED WITH NTS NATIVE VEGETATION AND REMOVE ALL EXOTDJA AS BUFFER FOR I 50 100 150 POND BOTTOM = -2.0 200 2�5 N = LOT 37 CONSERVATION TRACT TRACT 'C' CR OSS -SECTION E- E O - v _20' SETBACK_ AREA TO BE PLANTED WITH UTILITY AREA CONSE;VATION TRACT NTS PROPERTY PROPOSED (40' ROW) EXISTING (40' ROW) NATIVE VEGETATION AND REMOVE W 10) ALL EXOTICS (AS BUFFER FOR UPLAND O ADJACENT WETLANDS) BUFFER 7' 6' 4' 9' 8' Z Z Q �' 15' MIN EXIST WETLANDS NOTE; ~4' O NOTE: NOTE: ZE/SOD BANKS OF BERM EXISTING WETLANDS I O STABIUZE SOD BANKS OF BERM I 5' IMMEDIATELY UPON FINAL GRADE 18 I IMMEDIATELY UPON FINAL GRADE it `� 0' LOT 40' DRAINAGE R/W 16 I Lo SE"A SPLIT RAIL FEaCE•--� 14.46 W 14.8' \ z �- UPLANDS A D WETLANDS TO 10' EASEMENT W - �_ O � 1C I 16 1f J - of LLEARE , F - 16 Q TO C.O.S.IFFE12_80 fY J o RE -PLANTS). SEE MITIGATION PLAN N. 14 _ m L, _t4 g• /14.3 TOP OF BANK FFE-14.7 3 5 1 OP OF ,BANK z �- (ELEV 11.5) I I \ EL. 13.5 BY OTHERS REQUIRES MIN. 0.87 6' UPLANDS AND WETLANDS TO 13.78' Z c 14 i i I t4 14 ACRE-FEET t1F CIIT Fl1R Fl (t(� 14 �a , BE CLEARED, RE -GRADED AND SEE TYPICAL SECTION A -A PLAIN COMPENSATION. FENCE SOD I 5 RE -PLANTED. SEE MITIGATION PLAN 12 \ 10.5 t / / THIS AREA (n a_ 14.30 �3 X (OP710NAL) (BAHIA) I BY OTHERS REQUIRES MIN. 0.87 Q CASTI LIMI15 OF �EAR OF 1R !]ATCH EXIST GNACRE-FEET OF CUT FOR FLOOD Z LI FENCE '17 - ,5 TO 13. F111, 12 12- - JFT CTATM EY.IET SID- 12 I -- --�w - _ _ - - -- _ - - _ _ PLAIN COMPENSATION. 10 -__0.$c - - - - - - DRIVEWAY - -- _ _ 8+1.3 ABOVE I 13. ) 10 SPLIT RAIL 'ENCE� / -' _ _ _ 16 r I . nF Roan �- ' /--� \ 1 10 1O / / 1O T/1 PROPOSED GRADE PER v EXIST GND ATN PLAN. LIMITS OF ��/ "`-- L _ / I -LAIW VNO os l FILL _ L 14 CENTER LOT GRADING +-1 EXIISIING 8 (SHOWNMITIGATIOIN CONCEPT) g 8 8 SIDE LOT TRADING o LMATCH +12' PCR 10:1 MAXI 6 1 EXIST GND PROPOSED GRADE PER 12 - - - - - - - ( / 0 50 100 / 6 6 6 MITIGFTION PLAN. g 3:1-� I \ JOSEPH W. SCH E o (SHOW IN CONCEPT) MAX SLOPE SILT - �a FL REG. NO. 47 10 Gyns7 w FENCE \ , DITCH MUST BE OVER -EXCAVATED TO REMOVE ❑'� ` 4 4 4 4 FL EG. NO. 96 ALL MUCK, DEBRIS, PLANT/VEGETATIVE r MATERIAL, AND ALL OTHER DELETERIOUS ❑ AM P. D RD - 8 MATERIALS. BACKFILL W/ CLEAN GRANULAR REG. NO. 576 2 2 2 f 2 0 50 100 SAND (<5% FINE) AND COMPACT TO 98% OF a ( I I - - MAX. DRY DENSITY IN 12' MAX. LIFTS. ATEEEB 0 d 0 CROSS-SECTION F F T r 0 _D 100 150 d0 50 100 150 NTS CROSS-SECTION I -I SHEE 3 - 0 N D - {O O 7 CROSS-SECTION J- J NTS CROSS-SECTION K -K NTS NTS 12 PROJECT N . 04_0 i N O SOUTH PRONG o SEBASTIAN RIVER FLOODWAY TRACT "E" CONSERVATION STORMWATER TRAGI 'B' a z \ U 10' I AREA TO BE PLANTED WITH a w NATIVE VEGETATION AND REMOVE p a t TRACT "G" y ALL EXOTICS (AS BUFFER FOR w p w SRWCD ACCESS ADJACENT WETLANDS) cnS AVG. WIDTH=31 FT AS UPLAND BUFFER NOTE: a �' I I l EXISTING WETLANDS _ 20'f STABILIZE/SOD BANKS OF BERM N �V IMMEDIATELY UPON FINAL GRADE ! e 20' 8' 20't _I EXISTING WETLANDS - CONSERVATION TRACT 'E'I , 0 zz �- 5 TOP OF BANK I co CONST. SPLIT RAIL (ELEV 14.0) of vi ci vi FENCE AT TOPo 3 Q 3 16 I I OI=.._BERIui — co /-EST. NORMAL WET SEASON 16 o a 1,4:0 i z 14 EXIST. GRADE W.T. EL 8.0 _. _ _ __._ _ 4SILT FENCE_.AT /-- 14 (LIMITS OF FIL -SILT AT �u 11 _ J _J- _:� _ _. __. _; _ /- .5.. w 12 0' PROPERTY _INE 1 'ARI " "- / � .� _ w= LE =wp 46"E. 4 _M O_ W.T. EL. 6 2 w o rAFRIL-20-04 � w�a � 3�w ,, ��R��A�.W�ATE� 8 � AL ATER W E=.0 1 =E===Zo� -:)-z�.- MK 3 3FmaPROPOSED"GRADE­-PER a. 33Xwv3 w m a=yc=J7 6 �- \ MITIGATION -PLAN. �_.� `ESTIMATED NORMAL SEASONAL WATER TABLE EL ESTIMATED AT 8.00' AT 6 CREEK _- - _. _ lkSHOWN--IN-.CONCEPT) 7 4 "--WATER`�EL. 3.O'_TO_4.0 _ I HIGH` -WATER-TABLE � LUCATION OF SOIL BORING. 'HbWEVER, TO AVOID � (42--TO--46-BELOW -GRADE) ADVERSE-DRAWDOWN--IMPACTS-T0"-'HE"-AUJACENT ` 4 , - Z WETL�INDS; THE LAKE= -CONTROL:--ELEVATION-- rHALL -- - � UPLANDS AND _WETLANDS TO V o E 2 t?E- SEF -AT 900 . 2 BE CLEARED, RE GRADED AND , N 0 Kt-rLANTE6:-SEE"WMITIGATION--PLAN BORING_ _ -- - . REQUIRES._.MIN..O:87 0 0 BY -OTHERS:- J M a� ACRE-FEET--OF--.CUT--_FOR-FLOOD <- cKE-.BOTTO`-EL=-2:0- PLAIN --COMPENSATION _2 _2 OJ n -4 -4 0 co ti � SECTION N00 <C � 'o z0WJ ® om¢ O zZWw ~ IRK zo5 — AREA TO BE PLANTED WITH Q co NATIVE VEGETATION AND REMOVE o N 0) ALL EXOTICS (AS BUFFER FOR Z = w o ADJACENT WETLANDS) NOTE: wF ti AVG. WIDTH=31 FT AS UPLAND BUFFER STABILIZE SOUTH PRONG /SOD BANKS OF BERM ,, SEBASTIAN RIVER __ ..... _.._... 0 IMMEDIATELY UPON FINAL GRADE z FLOODWAY 10' TRACT "E2" _ _ TRACT "B" W �~ TRACT "G" CONSERVATION STORMWATER — Z Q im og f70'f SRWCD ACCESS 20' $, �' 16 _� . _ �� _CONST SPLIT RAIL _ __ - _ 16 -� Ld j C'4 FENCE AT14.0' �"U �_ _ uv BERM.__.�.�__.. � ROP. GRADE 14 J j Q 14 OPLANDS-AND-WETUANDS--Tu _ _...._. 12 BE--CLEARSD; ftE-RADED-AND--- SIL.T FENCE.AT. �1....- - �I - 1Y ? N _ RE-PUINTED�-sEE MITIGATION -PIAN\ PROPERTY .INE I SILT_.,�ENC._. EXIST. ��1 _ _.___... _.._._ _ — — — _ _ _ — — — — — — — — _ ►� n�`. _m- \ - B.Y. OTHERS -REQUIRES- IN.0.87 GRADE — _— — — — — — V w 10 9:0" _ _ - - — —y OP. .ONTROL EL. 9.0 10 w ACRE-FEET OF CUT FOR FLOOD —, PLAIN COMPENSATION. -+V 8 _ _ _ $ -80 .. . - ...�_ RPRL0_4- W_ -AV -R - /l 66 CREEK---__- �--== -•---•- ._._. _._._. -TABLE_ PROPOSED GRADE PER 4 CL: 3:4 4 / MITIGATION PLAN. / (SHO)WN IN CONCEPT) ' 2 /' -- --ESTIMATED NORMAL,SEASONAL- -- -_ EST:--SEASONAL-HIGH-WATER-TABLE-/ -BORING B-1 2 .-.. HIGH WATER TABL WATER TABLE _ELS ESTIMATED AT 8 00 AT F�,�' w, ,,_ () (14 DEPTH) 45 BELOW GRAD / LOCATION OF SOIL BORING. HOWEVER, TO AVOID , p _- _ _ I ADVtRSE"'15RAWDiO�WIMPACT'�'-TO7THE ADJACENT , 0 -WETLANDS,-THE-LAKE-CONTROL-. ELEVATION- SHALL -2 ----- -- BE-SET`AT-9:00'• ' -2 -4 -4 SECTION 0 a FOO 0 h - Q W F-- V) W 0 0 U a 0 0 W -i >ZLA_ 00}= >0 LLI E 0 J m � D > 0 ~ z Q 0 z JR'CFR OSEPH W. SCHULKE FL REG. N0. ❑ jo B. BI FL RE 0 57396 ❑ AM P. DAR REG. 4 . 605 AT�ES 2 7 SCALE: SH ET 1 " = 5' VERTICAL " 1 B 1 = 10' HORIZONTAL PROJEC N . 04-0 J l 1 CHANGE GRADE 4/10/07 �u 2 REV. PER SJRWMD COMMENTS 6/4/07 p N 1+00 3 ADDRESS COMMENTS FROM 6/7/07 1- ado SJRWMD DATED 5/1/07 ADJUST GRADES0 co w ce U J rn o z a= 24 -24 .-. � � o U Z , ,� 24 _ __. _, 2� _ __.,_._ - .-_._ ___ 24 f _ o N J ao $ o 0o n o 22 o - 22 t` - _ _ 22 _...__ _ ,_. _ _i_._ _.._ __. ,_..._- ,...2 _ _ -__ __a . _.., �.. __._ ..ao _ _ 2 cwn + t° .. + '-.�1 io + f -) `� .:. I _. ,.__..__..._. .,__�,__ _ ....:._._. _.,•-._._...__ ,_ ..__.. __. ,+ _ m a0 O 2 M --i'2 _ ..}., _ __._._._ .2 ___ _ _. w_.,___ _ .. _.,_ _ 22 0 Lo 22 22 -22- in clo N .- N .- M. ,..N .: ...:...:..__._ .._ .,. +.... - _., _ __ ,.. _: .,.._. .. _.._...,. _ ,._.._ _.., ,.._�_,...._.. - ,.__.__ -+ rro_. _, .__....+ �? d d I + in # - - -- _.__ ... a • in i N It . J ._ co t --w iii._... _ :. _ ___ _ _ _ _.• __ _ _ _, _ _ ..., _._, , ..__ _ . _._ __ a_ _ _ .._ _ a + N $ o ¢ 20 ¢ 0 00 ¢ ►_ 20 ,.�• . ¢ ¢ _ 20 d _..,.._..,... __. ..__ _.. _..,,__,,, .._ d __ _„... # o, o .. -16, _ ,.W 0 cn w w F- .r vii w I � w � � 2{3 _ x.., 20 ,d a,_ 20,_ _. ,.... _ ._.. _.w.., 24.,..__. _.,....._ � � ,._..-2.p.,� 1 i ,. _ _ _ _.,. _ ,___. _ _ , .. _ . __ _._ . ,. �._ I n. �t cn w w ¢ j F- J' N --26_ -- 2q._ _ _ _. __ ., d __ _ . ¢- _._,__ ___,_, ' Q 'n d __.._. _._ ... _ . _...,_._... .__ 50..LT_._.. '.rte".._ _ _ #} 20 STA. 2+9314.. 18 . _._ w, .:....... __ �_•._ _.._ ._ ..._,.:..,, ,_ ..,._ _..__w_. ,_,....._., c3 cn w o � 2f3 c » oo N - t W W j_.,.....,,_...,,_.........__.......�,..,., .__.. 18 s .... _ _ cc } 8 - o°' s .: __. „ _ { 6"X » _.,,,_ _ _ .._. `" N I 1 1 -; �i _ _ _ _ _� -- cin REDUCER f -+N tg.:... ... "--6x6..TEE AND VALVES 18 0 __,.-_ __..__,- .,_ __.__,_ 8 __ _ __,._..,. .....__ ..._,.- 1.g r...m..., f ..._ 8 N - FIRE HYD ASSEMBLY o Nc aoN. _. ._}g... .._._....__,.._.._.._,._.__: .,,_..,_,..,_ ,__.._..._._.___..,,._....,...___._..,.....:.::}.8_.._,__..,..--___._,._....._..._:_.._..._,.._.... 18r-----_.,.._:._...__ _�,_.._....._., ,_. o ►o -- '" �/ ._.,.,} � ._.. _,,._ _._..•...... 16.95 � ,g _ ___ _ _....____ _ N d oa.. TO BE 8' FROM BOC :. _..._ . _. I _. _..-., _ ... , :,..._._, _.__...,.._.__ _.. ,....,_.._ ....._.._. M n i. }g.t _ _ _ . _ 18 v o 0 1 <n f- .. ; _ . .. _ .... I a N oo __ ,_ . _ _ _ -.... _:. SLOPE 6 16 16..____.,,,.__,_.,. ....:-. m. _.._ r_ . _ _,,,.....___ . }.6_._..,.... .__ __ . ___. :.._ _.. _ _ .. 40.339e - r- co i 1 _; 6 _ « _ _ .. .,..__ _,.. _. _ _ ......._._.,.._ .... _ _...,_. _..._..._....._ ...._., _......,..._ ........ _ ....,_fin tri...... o 3 }� 0.60% - 6 _ ___ _ __. _. :._ .......,.:. N 1 i SLOPE' 0 dTYPE D !�, .,. .._ . ,..._...,..._..,_,__._._:_.__„_,...,_._..,...,_._.....,_:..._,_.,.,..,_._. I _.__.. .I da„,_..__......�.-,..__.,,._.w_....,_._ '•_,..,..._..___.....__._...,.,._._,._.__._.., _. w. ,. „_._._...._,_._:.,._,.._.... �M .. SLOPE + i � 6 0 0 0 �n SL 14 CURB �,.,. I. _..,......._...... iao t PE +0.90%,. 0.401 SLOPE f OPE SLOPE +0.4% 5 I _.._ ...._. _...._,_._.:,..- �4 ._..,.._ _......._.._ ,. w_ _ ,.._._ _ _ .f4. _-.,..... _. _. __. _ __ _ _ r_. _ _._.__. _ _ __ _ 0 1 -0.301 _ _.._., _ 14 _ _ _ _..._ . _ _.,._ __ _ _ _, _�.. -___ _ _ , _.. - _ .. _ _ _ __ _ . 14 e o S OPE ' 36" MIN. -_�4- _.14._. __ cwt F 6 _,.._...._... ... �? o 1 I DQ 1 . W.M./DRAIN __�... PVC a 1 _ _ 12 .._ ..,....__ ,..,4_._...____..� __._._, ..,__..__.._,....,,.__,__...._:_....�...._._,.___,,......._ . ,,_...._ __,._._.,._,....__..._.__..._, i....__..._._...._ ._ NO CONFLICT . » WPB, o 14 a12z }i._. _ _-...,_.,_._.. M....., ,.._._ __..__,...,......12.--.. ___. _.. _... __ .._ _ _ 14x23 ERCP _ -a MIAMI 1 _w _ _ . �: Yr --w . _ __ 12 ._ . _ .. _....- ..., _._. =N i _ _ - _.,...._ ... �__.. ... ._ ..... ,.. _..., . - _ . __._w_. _ __. . 1 __ __- _ 12 E �M 8 8 _.M. .__ _ _.. W.M./DRAIN_,:.. _ ,.. W . _ _i ._.... _ . _ F k W W r 3 o N s CURD _ ..__ . . ". , ( MES INV 3 R 8 s NO CONFLICT f 6 p _ _._ _._ _ __ _____ _ _. __ _.__ _____ ..-_ _ _STA. 10+56.90, 26 51� T� 5 �Wd Z�J�&W� • g4ii rLr } � i_. _.' _-,_, _._._.�...,...., I ._,_._.._T'2.__.._... STA._.12+43.01,_ 26,..51' LT 10 i ., 10 ._._., _ __ ..... _ . CONST. 6 X6 MJ TEE BACK- _ z W ' _.. , ..... _ DEFLECT WM z t o 8 a m P J , _ __ CONNECTION TO EXISTING 3 VC.WM MJGV,.._,. 10 UNDER. STM._ a__ _ ___�OWATERTMAIN__,___.__., _..__,. 15" ADS 1� LF t _ .,_...._ ..._._..__._.:.:._ _t .,__...._.. _.. _._ _____.. _ _ _ _._..___ ..,..._...__ ,__ __.. _ _ __.,__.r __ ___ ______ w._ _ _ 18" MIN. CLEAR CON " TAPPING 10 oa==SE�+Z=>>� / - 3 18 ADS _ _ . _ _ _ ._ _ T i SLEEVE W/B" G1/ a r _ ST 6x6 8 i F w_�. _ . _ _ u _ ._ _ _. . W C W N o _.. pS._. ,....,...__.._,._ . DS 4 9.85 NW,SR" - _. � . _.. � ....... _ ._. .. . ..... .... ....8 .._-_289 LF. 8» PVC _ ... _,. _ . 8._ 11.. _9.10 . S . ' .......,r.,.,_._ 8--•-•._.. _...__,... _:... f'_'%""k-314'lF w_ _w_ ___... _, ___ _._.___.._. __ _. CONNECTION-_�_,_.._...._..._ __.. � a 3 � SANiCARY ®0.401DS 12 9.07 N,E OF 8 __ .. _ __ _ _ ._.8. __ _ _ __ ._.w ,_ g _ _ - {SAMPLE POINT ADS 1 15' ADS ----w- 15 ADS ;._ STA. 1 +83.96, 45.12 LT 300 _ .DS 9 ..--__........- _ DS 13 9.95ASE ,}» LF 8 PVC SEWER ® 0.34% OS 1O 8.5 SiJ,s,#�i _ .. _. _ _ _ _ 22.5 BEN g PROP. 6 FOA.- .......... I ' _.6 6 _._ _. _... _. _ __ .. _ E; ..._ _ _. _, _ _ _ . cz 6.83 .�______.__. 5.8 5.71 _ ®. ___ -..__ _,.. _.:-__ ,__ - __ 1 • 305 LF 8" PVC SEWER 0 34� � `F'�"` 8 U Z 4 _..:._., __..._, _�:, ....,.__....,.,_ _,._,,,_ _.,.., . _ ,._:._._. _ __ _.� ,___ _ _ __.__ __ 4 ' 4 I !. STA. 1+51.67, 66.41' LT # .. _ _ _ ._,._ . _q _.._.__„__ . j __ _._.__ ___._ __ _ _ _ . _ _,..__- .___ _. __ _.__. : _, cV to .�.. •4-- _.4:67 - ._..,4„_,. � co) e MJGV i _.._..._,.,� ....__._. _....,._.._...__..__:. ,_.._...,. I __..._:,..........._._ _.__ .... ,..._.. ._ _. __._.__.._. ,_ _ __ . { . 4 PLUG 2 _..._ _. _...._ _.._. _ . , -- ---- -- 2 _.. ���_n �i C C. SAMPLE POINT #2Ix 2 Q m om cl) 0 _j 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00 _ _ _ 9 -{t--� _ ,__- . g .._ _. __ _ _..._. ... _ .. . _.-_ _. _ _.,� _ __ _._ .. „_. _ 0.... _- __,__ _ __ ., __ W - 0 O 00 _ Q 10+00 11+00 12+00 1 20+00 I J b b C N 24 24 _ ........ , . _....... .: _,24...i, F-,...... .,_, .. _ „ ,.. __ . r�.__......:_ _ _., . 24 24 N 24 2 C) b46 C-4 ( N + # 1 4 22 N 22 t ............ 22... f , ., ..... _,_: _. __. 22._..... _..,..._ .ci = .,...Eii Eii . M °' _._. ............. 22 STA. "24+97.74, 19.24' RT co 0 0 0 0 # 6x6 TEE AND VALVE FIRE 22 0°4 on o") I + M M + +aoo t� 0D +in "' 1 af� +� 22 1 °p . N M O HYD ASSEMBLY o o+ NN N N �,� N t4 .. + .. , N c Nits t- .. ,..... . ....... . . .. .. ... .... . . . . ._:._..... ... ... O, iA �....,.. .. t . ,_•.,._ ,_.. • N N i •- r' Q .. d _... I - FH TO BE 1 FROM BOC N 20 _ . w Vn w �i w a 20 J . .. _:.� �,�p... _.._ _ ..."-j'--"-"- 20 ... a a _} _ .. .._..._._ .20 M M STA 21+2 '.45 18.50' RT a _ ..... _..,_,...-,......_. ,... ....._. _.._., __ .__._._. a N - ? t2c 6'x6" TEE AND VALVE FlRE r'> N .. #... ,.... _„_.. ,.... _, _. 18 18 18. - HYD ASSEb6LY [ 18 11 i c`' FH TO BE 8'., FROM BOC # 16 TYPE .D,. 16 E o _ _--��+;. 16........ ,...................., ;:_....... _..... . ,.. _........•._}p ...........,.,•.. SLO _. SLOPE +Q.33% I CURB N ( 1 fc" f PE 16...:. .- _ 16 10+56.90. 26.51' LT E i •^ 14 1.1 . L., . _ `a ~v' ....._., .. _:_ __....•.SVOP�2_ ... _.,_:.._,.. _ .__.. ....,..._ _. ___.. 36 MIN. CONST. 6 X6 MJ TEE.. 14 - COVER .14 . 14 (2),_6,,.._.M a ry... _....__ 14 NO CONFLICT J , F 6 12 2 12' _...._ .....__ ...... _._.,........ _ _., ,- 3.9.J■ MIAMIW.M./DRAIN 8"ADS },. ..._,, _..... 12 _._,...,............... 12..._ ...........:..................,......._... 12 CURB _.NO CONFLICT ...,_....._....._. _ _.. _..w_,.,__., _.,..-__. FS 7 12.0' W .._ ..._.... ......__. _.__.,._,...... ......_ .__, . _ . __._.. ........ # 10 p # ' kS81197'E 10 g �� 187 ,. -ADS. g � _ . ---T-----,---' . _.. _ -_,.,._ _.._ . .._.. ... ,. ,...._ .:......_.. _..:.. _ . .. _... .. , _._ . ,......:.__.:... ,,. . DS- 1, INV 8.8'N 117' LF OF � 8 "� 18 ADS � _..._ .g_ _._,._ .___ _ ._ _,8__ . - _ __ _-$ - ... _ .. -. __,,.__. ,__.__ g = 15 ADS 18 ADS # _ DS 5 8.50 6 6 ► _... ,D _ „ ., ......._.... w__,.... __ S6830 6 ' 1' 92 LF 8" PVC. t., STA SEWER ® 0.34% ; CONST. 6" MJGV, 6" PLUG _..._ .,_.. _ ..._.,., 4 4 - 1 20J LF 8" PVC SEWf R ® ,341 200 LF 8' PVC 4 7 .4467 .5 4 67 'f 4 \3.87 t ..... _ , ,..:... _.... � ._.. __._ ,..... ........._...........,. _. :_ ____ .,... .._ ...,.._..,.,..._.:...-.... _.... _•._ _.._._., :�,.. _._.__...._ ..�... I 2.67 2.99 . _ . , ....... 2 2.57-_._.,:...�_.....___._..-_,........._.. _..._... _ ,_..:_,:., _ : 2 ...:.._._._ ... _._ _ __.... _.. _,._..._..._._ _._..__,.... _. _._...,,.._.._._.. _._..... ,...__... _� _ ._...- w2... l.. _.. ... ... ... ......... .._....., . . , .._...._...._-_..,_._, iii .. 0_ 0 20+00 21+00 22+00 23+00 24+00 25+00 _ 26+00 30+00 I 13+00 r o ¢ c Q Womb O Z6ow z F_ ZZ V J ) 0 > S �= co 06 Q- o CVS ''tett/'' oWo z L 1 m U n z�m W ; ru Ill W C04 _..._SLOP f:19;.. _..__ _ 16 _ . _ _�_._ _ SLOPE +2 % 14 - S ,PE 14,.. _........._._ :,_ _.. _._ _..#4., _. _ .._ w ... ___ 14 ___..._ 0 12 12_. LF__1.5"._„.R_CP -f. _.___..._._... 10 -___. __. _.. _.,.,..__ _: .._ _.,_.__,... ,:..._ MES INV. 125__, 10 i 1 30+00 31+00 32+00 Lit J_ LL_ If CL /D O L li -j t_ 0O> - V) >O Lj J E U M OCD > V) &_ z Q 0 z 1EDICAM CM77FIC4710\N JOSEPH W. SCHUUCE FL REG, N0. 47 [IJODAH B. BI FL REG. N0. 7396 0wDARD REG. N . 5 05 DATE.TEB 17 2 SH T 1 C PROJEC N J \1104-0 0/l/ 24 z O f vN 20 .__-_ __-,, d 75 _ _._...�g_.,__�_ ..... _ _._._.._.._., __..._.__ ...__..._.._ __.. L._ 20 S W F- w 18 18 _..._SLOP f:19;.. _..__ _ 16 _ . _ _�_._ _ SLOPE +2 % 14 - S ,PE 14,.. _........._._ :,_ _.. _._ _..#4., _. _ .._ w ... ___ 14 ___..._ 0 12 12_. LF__1.5"._„.R_CP -f. _.___..._._... 10 -___. __. _.. _.,.,..__ _: .._ _.,_.__,... ,:..._ MES INV. 125__, 10 i 1 30+00 31+00 32+00 Lit J_ LL_ If CL /D O L li -j t_ 0O> - V) >O Lj J E U M OCD > V) &_ z Q 0 z 1EDICAM CM77FIC4710\N JOSEPH W. SCHUUCE FL REG, N0. 47 [IJODAH B. BI FL REG. N0. 7396 0wDARD REG. N . 5 05 DATE.TEB 17 2 SH T 1 C PROJEC N J \1104-0 0/l/ Anchor Boles WIM 2 - 2' x 2' x ,e Sidewalk--/ Stakes Per Bale. eII.' 11 O1, lm 0 -_ RA 11 11 I Z. 11 I Apra Dlfoh -- - - Ditch Curb & Gutter orrb & GVffer . PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ,III .11 - -4 If. .yl. .I .� IDI .'a... 50' On Centers f As Required - 1- I- •11 1 ""� I IN I ,� 11• -11- •Ii�I -/ 1 _- --Sm Barrier I //j -- -� �_W Anchor Bares with 2 - r x r x <r PLAN Overlap Ends Stakes Per Bale. �_ 50' Max. 51Y Nax. ... _� /// 1 /// ~Fill Slope 4 - Lim um .. ... ♦• ELEVATION 1 I Sod - Ditch Bottom Inlet TO BE USED AT SELECTED SITES WHERE THE \� E Median Ditch NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE -ro' rTvp. J - - _ Fo . Silt Barrier - Dltah 1 Cross Drain -*. •Flow - �-t% /// 1 /// � Bales To Buff-( . 'I-,,,,,� Anchor Bales WIM 2 - 2' x 2" x 4' ` 517' Max. 50 Mox. \ . Stakes Per Bale. Sod - 1 Enclwa/l Silt Bbrrler pJ,gly I-)----�y-��. - - - j-�� C Alln � j `-Fill Slope II � Umlfs of I:YLnetr,Astlon ELEVATION DITCH INSTALLATIONS TO BE USED AT SELECTED SITES WHERE THE AT DRAINAGE STRUCTURES NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE, BARRIERS FOR FILL SLOPES Woven Fllfer Fabric In Absence Of Established Grana (AWrox. 12'x 12'1. /11� SecureExtend Edges BY Entrenching Bafee And Extend Under Bags and 8a/ee. Fabrlo Shall Meet The Requirements Of _ Section W5 Of The Standard Fr Sand Bags Speotflaotlaw. Cwt Of Fabric To Be 5 Mlnr �I Included M TAe Contrast Unit Price l For Baled Hey Or Straw. TN. ,..,.,. .,... ....,..�� .. . .... . I`Loose Solt Placed By Shovel And Ugh* I A Loose Soil Placed & Shovel And Ugh* 7 Conpooted Along The Upstream Edge ??? meted Along The Upetreom Edge Of Bolen - PLAN Of Bates. Rall -� Poet PLAN ' f Mtn. Reaomrnendat� 5' f Mtn. ReacriywVed Anchor Lower Bales Wlth 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Bales With 2 - 2'x 2' x 4' Stakee Per Bole Anchor Top Bales To Lower Bales Wilh 2 - 2' x 2N x 4' Stakes Per Bale. ELEVATION ELEVATION Appllactton aW Spacing+ The Use of 7Ypes I & N bate barriers sho€dd be limited to the canfillans oUAAlnad In Chart 1. Sheet I of 3. Index No. 102 TYPE IL TYPE Z BARRIER FOR UNPAVED DITCHES Past Optionsr Wood - 1,f d Optional Past Positions Wood 2' x 4T (Codeple Post Pc Oak X .:`` I it Steel 1.33 Liv/Ft. Min`'� 'ilter Fabrlo (In 8, A (Canted 20• Tows \I 6 Max.N� Gonformonoe Wlfh t iJ 40, _._ 9185 FOOT Speoa `o [ Fitter Fabrlo of 9A�' 4 , Silt Flow � ELEVATION SECTION Note) Slit Fence to be paid for under the Controat untt price for Sicked Silt Fence (LF). TYPE DI SILT FENCE .: -c 1 ' t - x 14,-, -i-• Slit Flow 11 .r,� , • f ® 46 IP a ?T �.�- .Lr, IA Noter Spoolnp for 7Ype X Fence to be in type pl Silt Fence Protection oocordanoe with Chart Z Sheet I of 3 Around Dltah BWtom !,'lets. and ditch Installations at dminage structures Sheet 2 of 3. Do not deploy In a manner that slit fences will act as a dam aorm permonenf flowing �e M Slit Fence wateromnes. Slit fehoes are to be used at upland locations and furWd/fy barriers used at permanent oodles 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 Guide to Sound Land and Water Management. - Reference F.D.O.T. Index #102. I . 11 ::.... , . :............:.„m,. ,.,.,...,,,..,,.......__ _.. -. _ .w ..... . 1111 _1111.. . __. ,.. _ 1111:.,., 1111._.._ . _111.1.. _.............. _ 1111. r.,--.-.-.,_ ,11"_- ._.._ - .-...".__....",...,.-.-11.1.._.......__,.1,.... ........__".. _-,,._.. _,.._..._,.,.._...,_---- � / "�.- __ / ')., TEMP. QUTFALLwrrH ; � EROSION CONTROL AND DEWATERING NOTES, 1 SKIMMER (2 OR MARE) �,I I I a 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT o N o t,, '�'`:;n a ��: 8 Pvc wmt so BENDS iII I. I I SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE � `- �� 1. CONST. FILTER FENCE , % , SEDIMENTATION CONTROL . I UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. CONST. TEMP SETTLEMENT BASIN BARRIER AT PERIMETER of I HAY BALES € , FLOATING TURBIDITY � 35• PIPE BARRIER . • (FUTURE DRY RETENTION AREA) SITE AREA. FENCE MUST ^a€NV yy g3 OR SILT FENCE < 1 € ' . € STRUCTURE WITH 6 ADS BE INSTALLED BY HAND PRIOR I"�-----_- (,) I`11 I 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND TO CONSTRUCTION. BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER o -- _11 1-1.1 ."_,.. _._. .. , .-..-1111__ ........•.•_•..� 1_111 .._-- -_.'_ - � 1_111.-. __.. �...._._ .._ ._.- -111.1.. .,._ -1___111. ....._...__, _. cn - - - - - - .. _ .__ ..-1_111-1111 I-- -, ._.- -_,. _1111• -._. _._. _._- - - ! BARRIERSSEDIMENT SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING 0 FLOATING ON TO ADJACENT - _1111, . _ - _ I R _ _ _ PROPE Tl S .........., 1111 .. _1111, .. » 3 R E �, ..,,,., H., y 1111. ♦ _. ... .. 1!.. 1111 .. � - _ _- £� € Q 1111. _d.- 1111... +1111. ,.- r __ __ ... ._ _ _ ... _ .-. -1111.,. -1111 Z - -- -' - . --- ""'""'- •_'_ _••' -'.. _a -__ ._.1......,1......._» ... _ __- ± •.� 1111. _.," „... W.. i 11.11,• - -_ ,__ - x -"' =• : ... ".. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL o �' 11111.. I I ._ 11_11. " .._ .__ _ _ I 1 '_ I I • ._ _1.11_1. ,.._ . _» 1 _ f 1111.._ .. _ ._. _ ._ € .. _...� to I- U) � 1 <. � I 1 - "- '`- q I- "" "-` "' i , I I._ "'' " "1 I "` i i.., I - '" i 1' 1 I-,. _11.11 "-.I..._I _. . 1.._. 1... _.._» _ __ "' ':I � . __ , ":�; GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO ti o i� + I I' I l p 1 3 i I t L I t .,I DENUDED AREAS THAT MAY NOT BE AT FNA I i I # I { ( _ 1 1 I , t t rCONSTRUCTION ACCESS. FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT `�' o CK _, - . _,i ; R s I) I ' I 1 I I ry , I N9 { 1 -I I f Ll I ! CONST. GRAVEL/ROCK DRrVEWAY STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. w I ! I i i ' (N0. 57 ROCK) TO PREVENT O O I" III I III Ire I l i I `13 I I I 1- I I I I I I I I I I I I :4 Typ• I `-�`. - , ; I I 1 I I 1 I I i , 'I TRACKING OF SOIL ONTO 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT Z � vwi F. �. - -.. ; I I, 11< + 1 I 1; I I ' I I I € 1 I I I, 1, I `- II LACONIA STREET. OF o o w - , I.- .•„ ,,," •.I ..• _. 1. I I _ 1 TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION __I ,... __.. ,.w "..I I z_.. _ ,- . - € 1.. _•„ ,-. -E # 1 l # 1 ' _ x._ _ 1111 i. 1 .L TIER I , 1 _ - '- ' " - - - 1'•• ... •-- --i ' L- 0 I_ k; :, ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 1. ... __... -._ _1111 " 1111 22 _; . _1111."w __. _1111._. _111.1. : ... _ ___ -._ , -- .I _.. _ _.. ... _ "".__ri.._ -...._-....__..... w_ 1111.. _._ _:_ _ - - - m.:..... ._,. ,.. Q U ",L I ~ " ' - •-^•I - -"•• .'•�•� •'." £ - = - 'I 5 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. k =-,:'::.;:"....- ­­­=- .,..,............,_.. . _. 1111_. UPON 1. .. «.-... 1111,"..'-`�_.L.,..... .. .. ..... ..., ._...."^,,,rc...... ... Z!T.'.«..X?.::.,mm":.. _: .,..w ...,.�..«o..:::'t:.'.: w..,,,::'.^..:-'..:"f:^�...,..�,.„.,.,.�.�.•:.:::.:' AVOID 1111._. � � ,. ,,, "_. DIRECT RUN-OFF AND WASH -OUTS , .. __ . _ ............" • I ...; ».. DEVICES SHALL BE CORRECTED _.p i A, ;, I( K. "', ..__. --..1... _ ' - .• -•-- T - -�' <-"' •.._ 111'1 INTO LAKE RETEN ION AREAS._CONSTftucr-.TMP,_...-_. _ --� P• SW,� 77. CONCENTRATED RUNOFF SHALL' NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE Q " ,tax 2, ? { '1 r' I. " ry _ �/S ED To - _ ". _i.,_..... _ _ �j .11, .... !--41<-e:.r.- -N• h i I Z '' 1.T�. ' I i �?', e: j 3 .., ,n __ ^__ ...^. p CONTROLPDRAINAGE AND RUN-OFF '� �� ;. r':•�-'.-� - TM w 1 1 � TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. F _.. 1.I � \ ,:.. «. l I i s `TEMP. RAIN 1 I 1... I INTO LAKE/RETWn N AREAS -._ 1111... .-F €,m,_ . » \ L , . ; .. i 0 p I I .N� . \ -I 8. SEDIMENT I o r 1 PIPES �TYP. 1 . I, I . I I I/ �" W LL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS -.--• I �� 1 -..... ,.__" ,""... ;e 4 � a " / r ! 1 :€ i '; € U vi � %, € I I I I i 11' I I ' € € 1 I ' ` TEMP. RETENTION AREA FOR THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WA E C d d ° It tax.„� y_ } ' °' { 1 I I T R CANNOT ENTER 3 " € i I TEMP. DRIVEWAY DRAINAGE O x o _........_ µ- III I - I I I'?�h ,. , I I z, I 1 1 0 i .Q 1 ' THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. ¢ a a0 :�, , = I i 1 ,j l: t . i III . < :, ',\ I ) 4u 1 l I..., ... I I I I' , I 1 N c� W o 11 ,".. _e 1111 "1111.. 11«11 � I _ , r,, I ,» , '; 1' i l'- . _.. a __ it I I.» ........ _ ,: , � _- � I I,,,-1111_ ".y_ , I I I : i Il I < I y9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, = z W II :, � N 1 I 1 I I I L i 1 f {" _._. 1 '_ ..., ..,„_ _,.. .. 1 I 11.1 ItY W._ F E NTROL SEDUM / _. _ 'Yip . , 11. �.�,,7,1'-• "; -4 �_._-:: � - z ,'._, __." I..",......�:.-:-:,�..,,; ...,.... _.. _ ._: ,.,.�.. ........... __- _ ...-..._ 1111 _ . , . ION. I I ENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCT Q �, Q W Q � I 1 1111 ............."..".,.,..._.1111,"11111111•.»1111__ . ..-..�... ..............„. ._. _....:...,.. .._,..,.....» 3.. �..: �.:, .._�... .... Y ...... ir; _._ ".3_....._ .w R> ,r.. I 1 ( _ _, 10. PERIODIC INSPECTION AND MAINTENANCE OF N o` W o; x Q FENCE AT TD.9. '-....,1%.. ., .,, %­:­:.­ ..__..w.--,.-_..�....^- ..-...._-_,_.,_-.111.......".1_,,......,.. -... ,........ 1111_...__._....,......____._ ..-._...-...-..._,_.,..-__- .. " "..._....... ; DED TO ENSURE - 0 0 0 cn o I :I- `1 11 �`'` / SAI''A�i� A T.-_ -"` "- "' `' I I 'I 4. CONST. SITE PERIMETER INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONT -_ r ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED ...__". • 1111 ... _... 1111_ "1_111.._ ... _ 1111. " 1111 - - - ` , _ i Q / CONTINUALLY RESPONSIBLE w GATING TURBIDITY' �- I . ' € BERM TO CONTAIN RUNOFF w o o y F o BARRIER `` ' I I I I I I w�wNac~wk ``,� �\ _� _ i ' _ ► 1 I FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE 1N WORKING CONDITION AT THE END OF w " "k • I EACH WORKING DAY. w�< w� w } ' '• 1 oN CE .. `. �/•- \ O IXCAVATE LAKE I + ( 1111. _, i 1 1 = o o O EQI ONTRO % - .,.' DEWATER INTO TEMP. I I N :+ I 1I w3 a _ w 1�o L ____.� - Y..,,' sETTELMENT BASIN . 1 , 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO h1 BARRIER AT PERIMETER OF `� `';,. \ €;. - l SITE AREA (TILE of sloP�} ,'t - lI� I€1 .:w,-- .- I '' '� ! , I 1 - MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A =o=¢o�BZ�wFs FENCE MUST BE INSTALLED 'I- : ' _,. fir•. i' :ILt \ 1 I I� I ;i , ",_ . _ � ' _ I 3 � � = � � � � � m_ z =_ `< ` 'BY HAND PRIOR To A \ LAKE I i , I I PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. rw~ a�Zw� \ CONSTRUCTION. < , r ^ A € t€ i 1 € o w== w w w Z 3 1 s... <, i a I , wo==wwa��w�a "IllI "° ---.� I t z ., r , "°' � \ I;I I I ;, i I I SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL i �� '� A' Tar, ,` :, I' 1 <11 L�. __, ...1 I II 1 1 I DISPOSAL AR �a��w���w�a .f, 1.11.. \ ..� , c�� \ I - I ` f" EA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION ,.. M < \.��� „n•• .`:. q • , : J �, `" ,. �< . _1111 ^ ��... f. 1111 ... ( T,'_-_ 1111",. 1_111. i - 1.,....-.. +1111., ............,. _. ) "'., �\ r : <�� 1 _ i I II I SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. _ �;.;;: :,A. SPLIT 1.�.... _ _�^ II _ " I r ^,� \ __ ` "el.,`�-~ �T� I I11 �w a', "µ € I € I c 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE <; _.,. , w ``_.� --- ,%�' "°" ` \ ! ;I 1 1 I 1 I € ''€ w 1 STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. • *1-1 1, ccs, \ ( -. I l I 13 W 1 c� " \_ \ s - 4 \ i I S AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION ,..- `' -- -, I _... "1111 -_ . I I j 13 PROPERTIES W UC TE P U Z �� "y \ T��T 1; - " j I , - __. - i co AND EROSION. _ E x„ ... € J ". 1%. 1 \ Nos I . \ i =1r - .-_ -.. , :I � .1 11=. t-� Fx. �,_.-: J :j... _ 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS 1N INDEX NOS. 101, 102, AND 103 -� N -. - �, >3 ;SIL I.�." I Z 1 e -t A., ". <.: I I - __-' -- I OF FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS. I M '` CL - _, / J /I I-, /s 3r':2 I• = I I I I 1 -- ;I 1 �'1 it _Q I 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF oR DEWATERING ACTIVITIES. J Q OG ?, . r' . I ` _ I I :I -� 16. CONTRACTOR MUST INCORPORATE ALL BMP S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. Q rn -_ mss. < T,�, �::. i I , \ i I c LL to �'" / n .. I' l a I 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL SMP'S MAY BE NECESSARY AT CONTRACTORS D z O a) . - / otic .` \ V 1" .. ,. 4 T_1=W w• t -I) I ( EXPENSE. Q - `' f' - 0s 9 � € ��,�, 00 AM .1 'I, M . - M: S, �I 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT O Do (-1.111..,_ -. O 9 BF O"M ,enures MOL O.ST 1 ::1 i I I t 1 I ,0 " V S ADse-�rOFOfFOa€nmD y •` I 1 ENGINEER. = o GRAPHIC SCALE I� 1 Q ° 0`�_ - l \ ~` _--'�'/ �y I PLNi00 "'�" f I 1 ' ? II w 19. DEWATERING ACTIVITIES: a Z o ( /"Z #Q , M r �/, i I. I I t W O LL1 .-I 1 �- `\ � �.. :� ;.-o - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. m Q 10o I o 50 100 zoo 400 ,. _ . I , A DISCH o I I I y r: ` " I 1 I i �CL�, , ` 4 r7l..,= t I B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS "NOTICED GENERAL C3 •• �", 1..� i 4 ,, L Ir i 1� I ° PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS O Z Z W W IN FEET `'"~`• `Alt i <-•- - II I THAN 300,000 GPD FOR 30 DAYS OR LESS. � Z Z W `. � DDH.WFET� - -~~- Iz C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING � I- 1 inch = 100 ft. t I't ` D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE x N o •,• \ �:;\��'3} II II'Rt1rIA`11 c6roL PROJECT ENGINEER. QV Z ! -� ,?T, � _, .'. I ER AT PERIMETER OF O -- I 1 I7(IS NG ROADWAY `\ r �• . A�>.y`. �� �,- %-, 4^ , S O EDGEv,Pr PAVEMENT \ %. I I ' I I SITE AREA. FENCE MUST •' ',..a. I"- ..``. '� < TO INSTALLED IO HAND PRIOR 20. GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY W . Q \ : , I ` 1: I I TO CONSTRUCTION. I -� M' -I :. 'I I I i _ .._ . 11 11_._ _ . __ . _ ._... -_, ..._ 1_ _..11.._...1....._ _ _I c� ": } Zo�N I GENERAL,NOTES I .• r"''' ��'' A. BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED -Z ►- -� CM7.SWRAL ,-,_«: ,I. ,;", v , z I UNTREATED DISCHARGE WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS. IF NONE EXISTS, THE RESULTS SHALL BE APPROACH _ ,. A son TRACIONO PREVn,T1oN D[v€ce (stn) a€€Au B[ oolarRarrtn `Y.\ F Ai to8 ;, W _ €ocAnan o�Iw+ATTCD Br ,€a EIIaNEE€t AR Pans of eolms Fxa€ � I' 'II> I 'd SUBMITTED TO THE FDEP INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE C.O. ALI KAZI, P.E., � O ;:.4 1 # - � LENGTH i I I ONSTABRL O AREAS OF THE PROJECT TQ F,IBtIC "°"°' WHERE oFTS,rE tPACFwvD ry,. I " I _'.:.., i � � 3319 MAGUIRE BLVD. SUITE 232 ORLANDO, FL 32803 WITH A LETTER NOTIFI LNG THE AGENCY THAT DEWATERING ACTMTIES WILL COMMENCE � � Q -3 i I7 OF YBD ZED A ASO T HIE FR FROM vl9ArS JgD ARrAT. OF 1HE COM3TRU MM ^i%.� I I, s > r ) . (� M LL _ PRO= SHALL SE aREMM TMRU A SRO. BA.�eEM FIAODIft% OTME•R ', "•'i,�q I 1 1 - W POSRIVE MEANS SHALL BE USED AS REQUnRED To war AMD CBCT VEMrV" 1 PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FOR THE GENERIC PERMIT. z L� i � T T T T 1` 1 T T T T T EDaTss ACROSS TME srw. \ �'r L .I_ ° I ; B. THE FACILITY IS AUTHORIZED )TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A W i'=- 0Y I L THE CWTRACTOR MAY PROPOSE AN ALTERNAT€VE TEOMMM TO MIM CCE OFnM ,.€ i I I TRACIaNO OF SUNWEHT. THE ALTERNAwa M= BE RMERED AND APPROVED TY `�,Y II .-SII , t +2` POINT SOURCE TO SURFACE WATERS OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE v w W 50' THE Q70MEER PFtlOR TO ITS USE. '\ 11 ,' 1 ` 1 PARAMETERS LISTED IN TABLE 1 DO NOT EXCEED ANY OF THE LISTED SCREEING VALUES. U N - W I 1, S. ALL WATEDDMs smLrD. DROPPED, OR TRACl2'D ONTO Kmx ROADS ONCLUDINO i I .:� `; 1. CSI THE SM AOORTOATE AND co€aTRVDr,DN MUD) EHAIJ ra REMOVED DAILY, OR, 1,11, i i I I I C. MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED BEFORE THE W (O I � CONSTRUCT PAVED TURNOUT I I MORE FREQUENTLY BSO D%RbCTED BY THE ENONEFR 1 , 411, 1 141 ((MDEx NO 515. MAY BE AaoREaATEs aHALL x As o�cR,eED m aEcno€€ w, Exlwoaro Tqt-za I , Nil € I COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30) DAYS AFTER COMMENCEMENT OF DISCHARGE AND THEN ONCE EVERY SIX (6) ! g,. ; dELLTED IF APt�ROVED � A SMALLER A �I1. W � XU EUS ,t` Tr =;: l.,; I;' �. £`.a�1 � MONTHS FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT. SAMPLES TAKEN IN COMPLIANCE �I V Z 6 € O= tp BY THE ENGINEER. I I,r,�It: , £ Ir,N.;l,! 1rs I WITH THE PROVISIONS OF THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE Q ti !2 Q m 9 9 THE imam sm C°RrAD104 E(CESIIVE SMALL AGGREGATE WILL TRA" OFr ? ` 1 1 F TME PROJECT AND ARE IMS€IRArHL ilill!'i .II EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON TABLE 1. � Z i m t: � � 0. TR SEWENT PIT SN " PROVIDE A RETEN,€ON VOLUME OF SON CUB C d # ? I I FEET/+TILE of SUIe'ACE ARG DRAINING To SHE Pr. WHEN THE sRD R IsoutEO `y Z ('�I . Q FROM OT,ffR DRAINAGE AREAS, THE FOIEDY4 W PIT VOLUMES WILL SATAN THt3 ,., C r - T FIA v e I I REQUn"ENTI X i s 1 \ -I + I� �j ,s.eo.,Do„ aalDD.mD e j A Irjl I1 SCREENING VALUES FOR t� 1� p I� AS AN OPTWN TO THE SEVIMENT PIT. THE WIDTH OF THE SWALE DonoM CAM SE l �O •' II -41 _ DISCHARGE INTO: U v `- J N9, INCREASED TO OBTAIN THE VOLUME. WHEN THE SEDIMENT PIT OR SWAM VOLUMEf. � P _ _ I NAS BEES REDUCE° m LT NMT, R sFUE L GFAIM.LON wTHsI A IRE U R , 2^ I ; ,; 1 ` �,.-•- Parameter Fresh Waters 'Coastal Waters V - IW'-, USED. NAY MLES OR SILT FENCE SHALL BE PLACED ALONG THE ENTIRE lF2WIH: V.� I j1 i /� I 0. THE SWALE ORCH DRAM" THE STPD SHALL HAVE A 02% NI411UM AND A 0.,%i 1 0 is E �- - -� - I - - - - mow. SLOPE TO DRAIN - - - - - MA>oMUM au°E ALONG THE sR° MI° TO THE amnIENI rrI' _ i l Total Organic Carbon (TOC) 10.0 mg/L 10.0 mg/L � BERM --"o � � J '' THE � QL,�. "'N""'� �°`°"""' �"""'�' \ �` ----. � 9iS�, � H standard units 6.0-8.5 PIPE TO I L THE STPD !HALL WE MAINTAINED N A CONVTM THAT WILL ALLOW IT To PERFORM ` ----. P I - SETTLEMENT _ nS FINCTroII. TD PREVFNI oFFsrtE TIupOH0. TME sTPO SHA" SE RRRFD (DAILY ---1 9'y 1- Is Total Recoverable Mercury0.012 L 0.025 L SWALE I ADDInaW. AB E -V=T- VEHNU€M ROUTE tFADINO THE STPD MAY WE l BASIN Lu I N9/ - -{F `�- - A R �arRRD ro uxR THE MUD TRAC!!OE•D, � �`\ 4i l � 3 Total Recoverable Cadmium 9.3 .,ug/L 9.3 lag/L J � I _ D. A SM SHALL SE PAID FOR UNDER THE CONTRACT INR PIRCE FOR SOIL TRAC€ M \ 1 b b;,I EM DEva� FA. THE SNIT PRICE MALL 0ORSMUIEMAIERI FULL ?6%P .STAWH � , 'A 1 � Total Recoverable Copper 2.9 pg/L 2.9 ,ug/L 0 - hDR CONSIRVCTION. MANTENANCE. RFPIACOIEM OF WIFRIAIS, R£MOYAL, AND 1 8 1 TO AVAr OF TME +RFA UTLUDWOR FOR TMs STPD, DNCIDO%No Burr Nm uMaFD Q ._ Total Recoverable Lead 0.03 m L 5.6 m L f0 O,CAVATIOH, dNgNQ TO70RARY PIR (NCWDINO MES WHEN REQNRID), � � i �I �, cy- I r ALTER FAMDC, AOOIaEWTE, PAVED NRNOIJT QXCWDIFW ASPfIALT AND BASE { � 9/ g/ .APPROACH LENGTH COMMCQNSiRUCD01,}. DRCH STADRI7ATEN. APFROAC ROUSE STABILaATNNL SE 14NT i Z! _ REIN)YAL AND DISPQSAL. WATER. RTNSLNO AND dFAMNO OR Tff STPD AND Total Recoverable c ove ra b I e Zinc 8 6.0 L 8 6.0 L W CIEAMIW OF PIIStLC ROADS. ORA331N0 AND SOD. MAY DALES SHALL R PAID FOR .7 Q I AS REQUIRED UNDER THE CONTRACT UNTT PRIQE FOR NAY OR BRGW BALED. E1. silT FTI€CE ` i `•� I O 1 �g/ �g/ Z STALL DE PMD FOR UNDER TME CONTRACT UNIT PN" FOR STALED SILT FEHM \ i L,, I Total Recoverable Chromium Hex. 1 1 .0 L 1 50.0 L O LF. $ < : (Hex.) �9/ N9/ 1a THE NDMIIAL Sig FDR A STANDARD STPD a ,S' ■ eo• UN€ESs oTMERMTSE # 1 �`✓' Benzene 1.0 I,.19/L 1 .0 Ng/L (, Q '` _ SHOWN IN THE PtMS. I' THE VOLUME OF P"ERN° AND EMM VEHH.TES �`� \ LTER FABRIC ; �WARRANT, W[DTH A 3W (s�'SM 13 IM USEED. TME AY °VANM USED FF APPROVED MALI REE I M F� Naphthalene 100.0 ,ug/L { 100.0 ,ug/L 4- MIN.. TYPE D-1. INDEX NO. 199 Z z Q TRANSITION DETAIL D. IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT 0 AGGREGATE COVER PER 5' _ - 3'-3'-- AUTHORIZED BY THIS PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND - = 1 INDEX NO. 205 ` - 3._2. EXPLANATION FOR THE HIGH READING MUST BE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. _ (n N _ I I E. IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE 0 W E R 0 S I 0 N CONTROL DETAILS _ z5• LETTER INDIVIDUAL WASTERWATER PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF DISCHARGE. THE ENGINEER of I- f-AGGRI GATE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION % RECORD MUST BE NOTIFIED IF THIS OCCURS. N.T.S. FILTER FABRIC NATURAL 1� 0 NOTES: ADR TD nl� a MIL) to ` CONSERVATION *WETLAND PROTECTION PLAN* - COMPACTED BACKFILL EXISTING OR TEMPORARY SOIL TRACKING PREVENTION DEVICE 1.5• LET1ERs-�I AREA W FILTER FABRIC SIDEDRAIN PIPE TYPE A `� „ �a w a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION -� RAID£SOLS RM.N.TA11M. N RURAL CONNECTION PEINCALL �pO JO8MPONT. EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR SECTION A-ATFE S*. TO BE STABILIZEDAS REQUIRED , wrt U-T*cr FOR RrwiHH,m ONF TO CONSTRUCTION. BASED ON FLOWOWAND GRADE. DETAIL k b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. I 1108 „�Ha TMS XAHUP Q c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED Total area of the site: 18.40 Acres -'I,- a 100 FT. FROM WETLANDS. Total area of the site to be disturbed: 17.35 Acres +• x 4• P1./T LUMBER Existing data describing the soil or quality of any stormwater discharge: . - ; A site plan must be developed and must contain, at a minimum, the following See sheet 2 and 4 All sediment basins to be implemented for areas that will disturb 10 or more _ z information: acres at one time. The sediment basins or an a uivalent alternative should 0 F- Drainage area size for each discharge point: ( q ) � � F- 1. Drainage patterns,- See Survey be able to provide 3,600 cubic feet of storage for each acre drained. - C� () Z Entire Site = 18.4 Acres 2. Approximate slopes after major grading activities, -See sheet 4. Not required, less than 10 acres. However, providing: � - See sheet 4 Latitude and longitude of each discharge point receiving water or MS4 for each 3. Areas of soil disturbance, ,and this sheet. GRADE TEMP. swALEs > U discharge point: 1. An exist. ditch on the north property line with 65,910 cf storage with hay bales. 4. Outline all areas that are not to be disturbed, -N/A. CONSERVATION AREA SIGNS TO BE PLACED ALONG THE To PIPES TEMP. BERM Lv 5. Location of all major structural and non-structural controls, -This sheet. Latitude = 27 45 35 2. Upon completion of lake 1, will exceed 3600 cf/acre capacity WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY SOD BANK -J M " as a temp. sediment basin. DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA NO. 57 ROCK "SUMP" Longitude = 80'29 56 P PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY -� Cil 6. The location of expected stabilization practices, -This sheet. AT END OF PIPE W � �_ 7. Wetlands and surface waters, -Sheet 4, and this sheet. Best Management Practices (BMPs) and measures that will be implemented at the NATURAL CQNP,P-RVATION SIGN, • . . ' 8. Locations where stormwater may discharge to a surface water or MS4. construction site and time frames in which the controls will be implemented: Permanent stormwater management controls such as, detention or retention 5 -\ I . . . • -- - See sheet 4 and this sheet. The contractor will use Hay Bales, Silt Fence, Filter systems or vegetated swales. - F- a Describe the nature of the construction activity: Barriers, and other BMPs. See detail to left. -Wet detention and dry retention systems incorporated as permanent BMP Construction, land clearing and earthwork for commercial subdivision. Time Frames: for water quality control. = NO. 57 ROCK "SUMP" Z AT END OF PIPE Describe the intended sequence of major soil disturbing activities: 11 Describe in detail controls for the follwing potential pollutants, q 1 9 1. Place silt fence at perimeter prior to clearing. TEMP. PIPE DRAIN Waste disposal: I j'' AS REQUIRED. 1O. Install silt fence around perimeter of site. Clear land. Construct tem 2. Place floating turbidity barriers at end of prop. driveway culvert -On site waste will be containerized. ` / P p' and at each side of discharge pipe. TEMP. DRAIN PIPE 6" containment berm on perimeter Y A INVERT OF PIPE 3. Grade and stabilize perimeter berm at on -set of earth work. t BELOW WATER LEVEL ` 0. Const. temp settlement basin with 8 " ADS drainage overflow pipe with 4. Stabilize and sod each lake as completed. Offsite vehicle tracking: J1osEPH w S LKE skimmer from retention area to the existing ditch on the north property line -Provide hard surface at temp. driveway (coquina). FL. NO. 7048 Sod Swale banks of retention area. Temporary and permanent stabilization practices: -Regular maintence of adjacent road right of way, including ❑"AH B.BI OExcavate lake, dewater into temp. settlement basin. -Temp.-hay bales/slit fences/floating turbidity barriers per plan. street sweeping, rut repair in non -paved areas. FL . N 7396 Sod lake banks of lake. -Perm.-seeded/mulched,sod. controlled grading and drainage to detention basins. SECTION A OWAM P• ARD Application rates of all fertilizers, herbicides and REG. ' . 57 05 Const. site perimeter berm to contain runoff. PP pesticides: P Structural controls to be implemented to divert stormwater -None proposed. 1st step while excavating lake in (3 flow from recieving waters: Sod Swale banks of Laconia A. -Tem discharge ditch w ha bales TEMP. BERM AT LAKE ArEEg 2 7 P• 9 / Y Storage, application, generation and migration of all toxic substances: TOP OF BANK. DETAIL LAKE CONSTRUCTION OAfter lake is excavated, banks are stabilized and sodded, -Temp. drains to lake and retention ponds -None proposed. I SH T water is clear and free of turbidity, install perimeter -Temp. berms at lake perimeter TEMPORARY EROSION CONTROL P Description of the maintenance plan for all structural and non-structural controls. 1 outfalls. -Permanent berming at site perimeter. -Contractor shall inspect and maintain all controls daily. . -Permanent retention swales. -Engineer shall inspect periodically. (monthly, min.) PROJEC N -Permanent lake ,/ \� 04-0 J FM M-1 M-4 M-7 M-9 DETECTION TAPE GRADE-" OBSTRUCTION 36 MIN (SEE NOTE NO 6) PROVIDE TRENCH " ) SLOPE AS REQ'D - - CO R PROVIDE TRENCH SLOPE AS REQ'D GRADE �* PRESSURE MAIN TRAFFIC BEARING UTILITY 3" FIBERGLASS POST RESTRAINED BOX AND TOP WITH LIFTING METER BOX TO BE GRADE '� -7 JOINTS DEVICE IN TOP. IDENTIFY ) • �� 45' OR 22 1/2' UTILITY USED FOR VENTILATION (SWALE `V ENCASE AS REQ'Df BENDS (M.J.) 2'CMIN) (SEE NOTE 4) Q ELEVATION SPECIAL UTILITY CROSSING - FITTING TYPE GRADE (ROADWAY) - SIZE OF MAIN - v 6" MAX LAYERS OR OTHER APPROVED \ � *18" MINIMUM CLEARANCE REOUIRFD FOR WA1FR, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. MAINTAIN TRENCH METHOD TO ACHIEVE �•' I .�, D IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT WIDTH 2'-0" ABOVE \ 8 98% COMPACTION IS REQUIRED (SEE NOTE 5A)SERVICE TOP OF PIPE �j to GRADE-"' OBSTRUCTION SLOPE TO } N iV 36 (MIN) COVER-_�� AIR RELEASE -� �• Z z * - + VALVE AS • • I. GRAVEL OR W f.-• DRAINBOX -DEPTH OF COVER I APPROVED BY IRCDUS �,.�. 01 SEE NOTE NO. 2 PRESSURE MAIN t : VENTILATION n MAXIMUM WATER + - 4" MAX FOR ACCEPTABLE -- t!`� 4'-0 CMIN) POLYETHYLENE TUBING ro CJ LEVEL ALLOWABLE �-LAYERS DEFLECTION CENTER A FULL LENGTH OF PIPE 2" DIAMETER {`+•; DURING CONSTRUCTION AT 98% ENCASE AS REQ'D AT THE POINT OF CROSSING STAINLESS STELE '{w ELEVATION STANDARD UTILITY CROSSING - DEFLECTION TYPE NIPPLE :1,:;•. w r• STAINLESS STEEL 3/4" DIA BEDDING ROCK --Z I yt NIPPLE FINISHED GRADE OR PEA ROCK WHERE 12" PIPE 12". NOTES CONDITIONS REQUIRE OD UNDISTURBED 2" STAINLESS STEEL 'f, SOIL 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER DOUBLE STRAP �.. 2" CURB STOP 4, TRENCH WIDTH SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE SERVICE SADDLE TG W CROSSING BE ALLOWED. 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' + ELEVATION MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. PROVIDE OFFSET { QO (2 COATS MINIMUM) CUT OUT FOR OD NOTES4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. OF MAiN v +5. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATER t 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE LINE CROSSING WITH A LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT PLACE OVER PIPE IN VALVE LOCATION APPROVED METHOD OF CONSTRUCTION. OF CROSSING, SO AS TO LOCATE JOINT'S AT A POINT OF CROSSING, AND TO LOCATE THE 1/2 CUBiC YARD ELEVATION 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, JOINTS AT A MAXIMUM DISTANCE FROM THE WATER UNE, WITH A MINIMUM OF AT LEAST 3/4" GRAVEL OR 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 3 FEET BETWEEN WATER MAIN JOINTS AND OTHER PIPELINE JOINTS. SEE INDIAN RIVER DRAIN ROCK WATER MAiN/WASTEWATER MAiN 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. 6. SEE TRACER WIRE DETAIL M-14. 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL NOTES 6. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM NOTES MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE ANY PERMANENT ABOVE GROUND STRUCTURES (LE. WALLS, TREES, TRANSFORMER PADS, 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. BELOW", CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. BELOW". TRACE WIRE SHALL ALSO BE USED CONTINUOSLY ON ALL PIPE. UNDERGROUND UTILITIES (I.E. GAS MAINs, TELEPHONE LINES, CABLE LINES, IRRIGATION IRCDUS. (SEE DETAIL M-14). MAINS ETC). 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED 8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND RE -USE MAIN VALVES. BY OTHER SEPARATION EQUAL TO TWO TiMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, E JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS THE PIPE FROM THE TOP OF THE BANKS OF ANY BODIES OF WATER (I.E. STORMWATER AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, PONDS, CANALS, ETC) CROSSING. PRODUCTS LIST. WHICHEVER IS MORE STRINGENT. 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM 3. SEE TRACER WIRE DETAIL. (M-14) HORIZONTAL SEPARATION OF 6' (PREFERABLY 10') EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. SEE INDIAN RIVER COUNTY WATER DETAIL SHEET FOR FURTHER INSTALATiON DETAILS. (UNPAVED EASMENTS) (AUTOMATIC - WATER / SEWER) PERMANENT TRENCH DETAIL UTILITY CROSSINGS AIR RELEASE VALVE DETAIL LAND MARKER M-2 M-5 M-8 M-10 TRENCH WIDTH MECHANICALLY TRENCH WIDTH 'W + 4' MIN RESTRAINED LENGTH IN FEET FOR REDUCER SAW EXI T NG SURFACE RESTORATION 20 D. 1. P. 6» IN BASE NG V. C. pii,� W 90' 70' 4W 0 0 AMETEK tea) 90' 45' 22'/• 11 ',(' 90' 45' 22 t.11 ',^' EIEC ONCNEES s" 4' 6" / / 10" REPLACEMENT DETECTION ENOTTAPE) / / / / / � / / / / / / / UMEROCK BASE SEE NOTE NO 8 / / /T ,j / / / / / / IN 3 LIFTS AT $ 98% 15 6" (MAX) LAYERS OR �\ �_ (SEE NOTE 6) OTHER APPROVED METHOD 40' \ �� TO ACHIEVE 98% COMPACTION 10' V MAXIMUM WATER LEVEL4r MAX ALLOWABLE DURING + LAYERSCONSTRUCTION 0 11e,r 4= �; AT 98% 0 y ... ' 0 0 0 0 0 0 4' 35' 3/4' DIA BEDDING ROCK 12 OR PEA ROCK WHERE " PIPE 12" OD - UNDISTURBED SOIL CONDITIONS REQUIRE 25' TRENCH WIDTH 4' 'W ELEVATION 0 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 EXI§TING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2 MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS FDOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 8. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE MAIN BELOW". OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL BE USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14). 9. 989 COMPACTION IN SHOULDER OF RIGHT OF WAY. (PAVED AREAS AND SHOULDERS) TRENCH DETAIL ASPHALT SURFACE FINISHED GRADE �36' SQUARE �24' SQUARE - • • . ; _ . I �' .'.; ": CONTINUOUS 1 "ONE () •••; •, •.• •• CONCRETE 4PAD CONTINUOUS LIMEROCK yALVE OX SLIDE TYPE BASE TYPE I VALVE BOX TYPE 11 DUCTILE IRON STAY -PUT COVER POLYETHYLENE RAISED LETTERS MARKED: CURB STOP BOX 'WAILER.ER ' 'SAN. SEW.' OR 'REUSE WATER' AS APPLICABLE ,r -BRASS VALVE INDICATOR 24 (MAX) •• ` • L ` TYPE I t TYPE II ROCK TO EXTEND ABOVE EXTENSION WRAP WITH r� FILTER CLOTH PROVIDE EXTENSION MARKER As s+IowN BALI. TRACE WARE--___ cr ELEVATION NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES (SEE M-11). 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE BOXES. 4. SEE TRACER WIRE DETAIL. M-14 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. (SEE W-1). 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE VALVE AND BOX M-3 RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE 20 D. 1. P. 5W P. V. C. pii,� W 90' 70' 4W 0 0 AMETEK tea) 90' 45' 22'/• 11 ',(' 90' 45' 22 t.11 ',^' EIEC ONCNEES s" 4' 6" 8" 10" 18" 18" 20" 24' so" S. 30' 15 1C s 40' 20' 10' V s' 0 0 0 0 0 0 0 0 0 0 4' 35' 15' IV 5' 115 25' 15 1W 4' 40' 0 0 0 0 0 0 0 0 0 e" 55' 2V IV W 80' 35' 20' 16' S. 50' 45' 0 0 0 0 0 0 0 0 e" 85' 30' 15' 10' 00' 40' 2W IW e' 75' 70' 40' 0 0 0 0 0 0 0 1 10' 80' 35' 20 IV 110• 5W 25' 15' 10" W 90' 70' 4W 0 0 0 0 0 0 12" 95' 40' 20' 10' 130' 85' 3W 15' 12" 12W 115' 10V 75' 40' 0 0 0 0 0 !e" 120' 50' 25' 15' 185' 7W 35' 20' 16" 180' 155' 140' 12W 100' 7W 0 0 0 0 Be 150' 65 so' 15 200' 85 90' 40' 45' 2V 25' 20" 24" 200' 180' 195' 155' 155' 1170' 150' 130' 7W 0 0 0 Be 180' 7V 35 20' 210' 150' 140' 13W 12V 90' 50' 0 0 so' 190' 80' 40' 20' 250' 105' 50' 25' so' 195' 190' 185' 180' 17V 160' 120' 105' 7V 0 Be" 220' 95 45' 2W 0 0 0 0 8e' 226' 22V 218' 210' 205 195' 180' 180' 12V 7V 42" 245' toy so' 2W 0 0 0 0 W. 24W 240' 235' 235 225 220' 2OW 160' 155 105 48' 280' 120' SW 30' 0 0 0 0 48' 255• 250' 245' 24W 235' 230' MW 195' 175' 125' KtJIKA1NtU LtrvtilH' FUR DEAD ENDS AND LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE BRANCHES FROM TEES SHALL BE THE SAME AS FOR 90' BENDS MECHANICAL RESTRAINING JOINT SCHEDULE AND NOTES 24" X 24" X 6" THICK FIBERCRETE PAD AT EACH VALVE BOX (SHALL BE 36"x 36" IF LOCATED IN TRAFFIC WAY) 2"4I CURB BOX TO HOUSE TRACE WIRE WITH DUCTILE IRON LID rev 2'0 BRASS INDICATOR EXAMPLE PLAN VIEW AIR RELEASE VALVE 2" STAINLES STEEL NIPPL 2" STAINLESS DOUBLE STRA SERVICE SAD[ FANGED TEE ELEVATION WATER MAIN/WASTEWATER MAIN 1/2' PVC AND FITTINGS 2" DIAMETER STAINLESS STEEL NIPPLE 2"STAINLESS STEEL CURB STOP iT�u Pus PLAN VIEW $��E' qN� LQp ATL PARTIAL MANHOLE AS°REQQ� ' oAnE/ OF CASING PIPE (DIP Z,(:ISO) .lE WALL WHERE CONDITIONS PERMIT o MAI LAT OR A13OVEV,CONFLICT OF GRAVITY i�Al�i W# umm MAIN NOTES 12' (MIN) - AVOID 1. AUTOMATIC AIR ONS MAKEETEINH ERE CCES AB E OR AS REQUIRED BY THE IRCDUS. 21i1''YI�' MAISrQT ,�fY 2. AiR RELEASE RISERS TO BE IN A VERTICAL POSITION AND ELEVATION PLACED AT SUMMITS iN THE SYSTEM. FOR DIRECTIONAL DRILLS, AiR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE NOTES CROSSING. 3. SEE TRACER WIRE DETAIL. M-14. 1. CONFLICT MANHOLES WiLL BE ALLOWED WHERE DESIGN PROBLEMS AND 4. IF FORCE MAIN iS 6" OR LARGER A 4" TAP AND AIR REI ASE VALVE ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED SHALL BE USED. BY IRCDUS. 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY WASTEWATER SYSTEMS. 3. REFER TO M-12 FOR CASING SIZE, M-6 NOTES 1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER GREEN FOR FORCE MAINS PURPLE FOR REUSE WATER 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) VALVE BOX PAD AIR RELEASE VALVE DETAIL 4}2 ABOVE GROUND (AUTOMATIC - WATER/WASTEWATER) DARD THREADS M -8A 4" LARGER J FORCE MAIN o 0 FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE INIMUM 4" OR LARGER \\\\\ FORCE MAIN 0 0 FLANGED TEE WITH FLANGE FOR CONNECTION TO AIR RELEASE VALVE ISOMETRIC VIEW WATER MAIN/WASTEWATER MAIN NOTES 1. IF FORCE MAIN iS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE SHALL BE USED. 2. SEE M-8 FOR AiR RELEASE VALVE DETAIL. 3. SEE TRACER WIRE DETAIL. M-14. FLANGED TEE FOR ABOVE GROUND AiR RELEASE VALVES CONFLICT MANHOLE CARRIER PIPE (ALL RESTRAINED) 20'-0" (TYP) 2'-6" 5'-0' 5'-0" 5'-0" 12'-6- �A I I� SIDE VIEW p A CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS STEEL CASING DETAIL SECTION A -A M-12 o ASBUILT 8" PLUG M-15 M-18 o STA. 0+00 NOTE: A MINIMUM TEXT SiZE INDIAN RIVER COUNTY T.O.P, al. 4SB DEPARTMENT OF UTILITY SERVICES Q 1/8- SHALL BE REQUIRED AS -BUILT REQUIREMENTS ASBUILT 8" P.V., R-6 TURNS � PRM ` STA. 0+37 ON ALL ASBUILT SURVEYS eo �/ T.O.P. EL. 4.40 10' ROADWAY 1p' R/W 1. All as -built drawings (24"x36'7 shall state in 1" lettering "AS -BUILT" located --- 1 L S in the bottom right hand side of the drawing original and/or copies, aloe with � ASBUILT 8" 90' BEND 9 g 9 / P g "m Ixsnw STA. o+e2 the as -built date. MONWANT AM KNOWPAVING STATE PLANE COORDINATEST.O.P. EL. 4.4.E CASING VENT AND sww aN ASdUIL1S ASBUILT 8" FORCE MAIN 2. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Zane); or Florida High Precision Geodetic Network (SEE M-13) ASBUILT 8" 22 1/2' BEND PAVEMENT ►- F.M.JNDBR 1rY STA. 1`+16 OFFSET TR (superstation) and NAD 83/1990 - final adjustment. - O ROCK BASE - t//aNCAsa>�NT T.O.P. aL. 4,69 STA. fes+t8 (1`8' L) W.M. T.O.P. RL. 6.44 3. All elevations shown shall be based on 1929 NGVD. V) ASBUILT 8" 22 1/213END F.M. UNDER SAN, S. S 36" (MIN) AIR RELEASE STA. f+22 OFFSET 7'R Y.M. V.O.P. EL. 6.50 -LLI VALVE OVER W.M. `I T.O.P.EL. 6.62 SAN. S.T.o.P at. 6.40 4. All incoming as -built drawings (24"x36") shall be received on a CD, as an STA. 1+36 ASBUILT A.R.V. TAP electronic copy, AutoCad 2000 format, with a tie to c minimum of two (2) ------- - - - - - - - - - ------ W -M.. T.O.P. RL. 6.43 STA, f+26 OFFSET 7'R -ASBUILT 8" SLEEVE state plane coordinates. (NOTE: Prior to submitting ,the electronic copy, one - STA. 1`88.26 (18' LEFT) F.O.P. aL. 5.82 (1) copy of each as -built shall be submitted for review and approval. After 3" P.V. all approvals, a 24x36" M lar reproducible along with five 5 signed and 11' R -f/4 TURN CORNER PP ( ) Y P 9 {) 9 - - - - - - - - - - - - - - - - - - - - - - - sealed copies of each as -built shall be submitted.) STA. 2+75 x OF BLDG. DUCTILE IRON TO EXTEND Fr UNDER TaL R/W %! ,c 5. All engineering or surveying as -built drawings shall be tied to a minimum of at DUCTILE IRON M.J. F.Y. T.O.P. aL. 6.96 a one 1 permanent reference monument P.R.M, that shall be tied to a ONE LENGTH MINIMUM CLASS 52 PIPE To TEL. EL. 6.25 + () P (P.R.M.) Q $+ Ng minimum of one (1) section comer or one-quarter (1/4) section corner ELEVATION R orf whichever is closest to the project. State plane coordinates shall be physically PROP. UNE 2e shown on the drawing next to the P.R.M. used. 3+)u ... , 7 11 b o CARRIER MINIMUM -' L J 6. All utility as -built construction located within the rights-of-way, easements 0 co 121+00 122+00 123+00 STEEL CASING gtl1 PIPE SIZE I I WALL THICKNESS "� and alike shall be tied to the respective rights -of way, easements, etc., every 1 �j 0 0 (; B" SAN. S. 1,000 feet and change of direction. � 3 Z 4" 12" .188 (EXISTING) ASBUILT 8 P.V., 0 6 3 ` 14" 250 R-4 TURNS 0 � 3 -i Q Dp STA. 1`22+74 7. Ali utility as -built construction plans that are located within a distance of a 20" .250 T.O.P. aL. 4.40 one (1) mile from any Indian River County Global Positioning System (G.P.S.) C9 W 12 24' 250 control project monuments shall be tied into the project from one (1) on-site U " Permanent Reference Monument (P.R.M.) subdivision Comer, or site plan project 41 v Q 16" 32" .375 comer. NOTES Q Q Q V o LQ 20" 40" 375 1. ITALALICIZED PRINTING, SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION 24" 48" .500 TO BE PROVIDED BY THE ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE 8. Ail as-builts shall clearly depict as -built utility lines that were constructed �, aN w 30" 60" ,625 (MYLAR) ASBUILT SURVEY DRAWINGS; ORIGINAL ASBUILT SURVEYS TO BE SIGNED, along with their respective easement (if required). As-builts will not be Z0 SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO 36" 72" 625 / Posed a verbia accepted unless the "Pro" and/or "To Be constructed" have been LATEST BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR TEST VERSION. P 9 42" 84" .625 2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE CENTERLINE revised to read "AS -Built". As -built Construction drawings with, to be w w o a u = o w 48" 96" .625 OF THE ROADWAY. constructed terminology, will not be accepted. a Z W Q a 3 3. OP OF PIPE ELEVA ONS & gTATIONING TO BE TypEp LISTED SEALED w a o Z w o SUBMITTED FOR iNE ENGINEER TO LOCATE THE AIR'RELEASt VALVES AS 00 4.CONSTRUCT0N PROCEEDS. THE SIZE TYP DIRECTION AND NUMBER OF NS 9. All as-builts sholl be certified by the project engineer or contrccting 3 o r-- 4 .CONTRACTOR CLOSE EACH VALVE.E' 0 R TO surveyor. w = _ o w w 3 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS w o w w a w r a 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE =�==xN �ZNa� AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO UNE EXTENSIONS. 10. All projects, which utilize lift stations, shall specify on plans as to whether \ ADJUSTED ACCORDINGLY. 6. ASBUILT UTILITY LINES SHALL BE SHOWN V47H A WIDER SOLID LINE. EXISTING or not subject lift stations are to remain private or are to be dedicated to the UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. county. 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE \ PARCEL ID # INDICATED IN PLAN. 11. All fire hydrants and valves shall be located with state plane coordinates and shall be identified on the as -built. CASING INSTALLATION A S -BUILT DRAWING 12. All as-builts shall be complete and approved before commencement of U E DETAILS (EXAMPLE) field test. o U J � M a� Qv _1❑ M-13 M-16 M 18A Q (If 0) 0 Z O (D FINISHED GRADE INDIAN RIVER COUNTY n/ Z 0 DEPARTMENT OF UTILITY SERVICES LL..11.� ) �/ /�vv Y, ' a0 v /���\`\ SURVEY REQUIREMENTS LSO = 180' RETURN BEND CONC, ENCASEMENT 6" MIN. 1. All Construction and/or Route surveys shall meet the Z 0 < = BETWEEN OUTSIDE DIAMETERS minimum requirements of the Chapter 61G67, Florida 0 W STAINLESS STEEL OF PIPE (TYP.) q p LV O W J INSECT SCREEN 3" PIPE Administration Code Pursuant to section 472 of the Florida Q 0 00 1 316 STAINLESS STEEL \ Statutes. Q SErsER 2. All state plane coordinates shall be based on the Florida Oz 0 W o WATER MAIN State Plane Horizontal data (East Zone); or Florida High �• W Z I SECTION A -A Precision Geodetic Network (superstation) and NAD 83/1990 - r� p > TMA7 ER final adjustmentSEWER. r / I= V- C) C0 SANITARYSEWERCONCRETE 3. All elevations shown shall be based on 1929 NGVD. ,�( C N ENCASEMENT 0� J 2 0 `j J 1 ENCASEMENT 4. All incoming route construction survey drawings shall be z I Z received on a CD, as an electronic copy, Autocad 2000 W 5 F _� 2'-0" MIN. format, with a tie to a minimum of two (2) state plane `t coordinates. _ice' WATER (NOTE: Prior to submitting the electronic co ..1 � LL (n � OFFSET WITH BENDS 9 PY. N AS REQUIRED ( DRILL OR THREAD OPENING, MAIN o C 1 WATER LINE NTO one (1) copy of each as -built (24"x36") shall be submitted 6» WELD CONNECTION, OR BE OVER TOP for review and approval. After all approvals, a (24"x36) Mylar W Z SADDLE AS REQUIRED -I -� O�SEWER LILIE reproducible along with five (5) signed and sealed copies of 0 _ _ L -J each as -built shall be submitted. Z Q ,J LL A A A A Z L1_ NEOPREME BOOT WITH � __ 5. All construction surveys shall be tied to a minimum of one STAINLESS STEEL STRAP (1) permanent reference monument (P.R.M.) at the end of •• W w W each project. One P.R.M. shall be tied to a minimum of one v U W N (1) section corner or one-quarter (1/4) section comer I II CLASS 1 CLASS 2 whichever is closest to the project. State plane coordinates `' � - � I II shall be physically shown on the drawing next to the P.R.M. Y ice.. 0) - -I- iF-- - - used. ' ll ENCASEMENT DETAILS a o I II N.T.S. 6. All surveys that are required for the use of engineering pE ❑ NOTES design, and are located within a distance of one (1) mile from (0 Z N MAIN any Indian River County Global Positioning System (G.P.S.) 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN control project monuments, shall be tied into the GPS I` ti do SEWER IS LESS THAN 18 INCHES. DUCTiE IRON PIPE MAY BE USED monument from one (1) permanent reference point or the �' J IN LIEU OF CONCRETE ENCASEMENT AT WATER UU NE CROSSING WITH A subdivision corner that is along the survey route and shall �v W LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO then be tied to the survey base line. ij H NEW STEEL CASING LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER UNE. ELEVATION OR P.E. PIPE 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER 7. Horizontal Control Monumentation for utility lines shall be a AS A MINIMUM. minimum of two (2) points at a maximum of 1,400 feet 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES between points and shown on all plans. NOTE SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED S. Vertical Control (when required) for linear utility lines, such 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER ITS ENTIRE LENGTH, as sewer, shall have a maximum of 1,100 feet between IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 4• WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY existing construction or established benchmarks. M-11 STAINLESS STEEL NUTS & BOLTS CARRIER PIPE NOTES 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. JACK AND BORE (BLOCKING DETAIL) JACK AND BORE (CASING VENT) STRIP 4' (MIN) SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. M-14 FINISH GRADE MNST LOCATE ODE OF PAVEMEWNT IN ALL METER soXEs 12•L_ �. LOCATE TAPE v\CONflN000S #10 SRtANDED COPPER TRACE WIRE ELEVµATTION-SERVICE DETAIL taE09WH IDA /JlSOMM APS' -STRIP 4" MINIMUM ` � n n PLAN VIEW 3 TWISTS 2'0CE TRAWIRE HOUSMG� T STIP 2 I CAP i 5 WRAPS N STEP 3 SOLDER CONTINUOUS #10 STRANDED COPPER TRACE WIRE SnP 4 HALF FiiiCtlI" HITCH BEHIND EACH EACH SIDE OF MAIN LINE SPLICE DETAIL BELL ALL VALVES ELEVATION -VALVE BOX DETAIL NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH WATERPROOFING COMPOUND AND HEAT SHRINK WRAP. 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. TRACE WIRE DETAILS UTILITY ENCASEMENT IDENTIFY UTILITY S.S. NIPPLE (TYP.) GRADE (WATER OR SEWER) LEVER ACTUATED F GRADE (SWALE) VALVE , r2" MIN. \ (WASTEWATER) NOTES 1. AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL POSITION AND 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 GENERAL INFORMATION TO BE SHOWN ON AS -BUILT AND SURVEY DRAWINGS 1. Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of direction. 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 500' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot comer locations shown with front footage dimensions per plat when platted. if construction project is along back of lots, then show back lot dimensions. 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable N, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of construction. 11. Existing fences. 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. �Cf)w O D Ow w U S �zcf) w >Iw NO. 3 CONT. CONCRETE PAD 30' SQ. X w zcf)� U 8' ►HK W- N0. ( I L I I VALVE BOX -- (WATER) 3 CONT. - \2" STREET - 2" BRONZE ELL WITH LOCK -WING PLUG v (WATERCURB-)TOP GRAVELYDO•R3/4• Z CRUSHED ROCK "` DUAL H -METER BOX CDR SYSTEMS 2" BRASS/COPPER CONCRETE/POLYMER BOX (TRAFFIC BEARING) m WATER MAIN -0 WASTEWATER MAIN 2' BRASS/COPPER DOUBLE STRAP SERVICE SADDLE 2" CORPORATION STOP (WATER) 0 .4 PLUG VALVE (WASTEWATER) MAIN NOTES 1. AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL POSITION AND 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 GENERAL INFORMATION TO BE SHOWN ON AS -BUILT AND SURVEY DRAWINGS 1. Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of direction. 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 500' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot comer locations shown with front footage dimensions per plat when platted. if construction project is along back of lots, then show back lot dimensions. 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable N, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of construction. 11. Existing fences. 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. �Cf)w O D Ow w U S �zcf) w >Iw M -18B ry w zcf)� U Q z W r O Z = I� o0 a W W O M Z IO F- Z \ J F1C,4170N JOSEPH W. SC E FL REG. NO 47 ❑ JODAH & FL 57396 ❑ AM POODAR FL REG. 0. 7605 DATEFE 27 S ET 14 PROJE T 04 - -REFLECTIVE W-1 METERS SHALL BE LOCATED IMMEDIATELY W-4W-7 W-10 W-12A 1 1� MARKER OTHERWISE INSIDE ED RI CTED BY IRCDUS UNLESS v )OW NOTES: Q eAao-iow P�� W « ��• rx+� 1. A temporary jumper connection is required at all connections between existing active water mains and proposed new water � R/W (TYP) 90' ANGLE LOCKING CURB STOP SHALL BE PAPPROVED OLYMEROXES "�" main improvements. to TEMPORARY JUMPER SCHEDULE (TO ACCOMMODATE 5/8"0x3/4`0 METER) CONCRETE do FIBERGLASS z - j (Z) 'TOP � FOR DETAILS OF LINE / a 2"0 PREPUNCHED FILLING SEE W-120) BEND & PIPE MAY _ _ 2. The Temporary Jumper Detail (W-12) is to be used for filling any new water main of any size from the existing active / 0 1", 1}�", OR 2" HOLE FOR TOUCHTONE BE USED FOR FULL ~�- + + water mains and for the flushing of new mains up to 6" diameter (2.5 FPS minimum velocity) and for pulling MAIN SIZE JUMPER SIZE METER LID w FLOW FLUSHING (n �, x CORP STOP bacteriological samples from any new water main of any size. J z� FINISH RDE o REFLECTIVE \ VALVES TO BE LOCATED ROAQWAY �- "�1 EXISTING MAIN- Q MARKER I OUTSIDE EDGE OF UNPAVED 2'-6' I j I 2 0 P� 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new main has �, ZLd ROADS (a) iwEr ah vavFs �eY-ass q '!` 291 0 \ \ kk b been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and - EI� = � ow , other pertinent agencies has been received. Adequate thrust blockingand/or restraints shall be rovided temporarily, asft: a ROAD- - - - ROAD - /\//\ \\�� /\ ( CLEARWE required. G 4 � Q - -I - 0 12" - +_ _ PLAN VIEW � MAXIMUM x MAIN UNDER `�'iV ARKER BALL f- CUSTOMER RESPONSIBlutt I IRCDUS RESPONSIBILITY - 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation in DISTANCE CONSTRUCTION 19 IN UNE DUAL } , accordance with AWWA C651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall be 6 a ---- CHECK BY IRCDUS L ' disinfected b spraying or swabbingper section Two of AWWA C651: The use of tablets is strict) prohibited. o 12' 1 1 + � -t- NEW WATER MAIN y y P 8" or LARGER 6" � F.H. _ I LONG SERVICE I METER I nANGE x PE 5. The Jumper connection shall also be used to maintain . a minimum pressure of 20 PSI in the new mains continuously f (SEE NOTE 5) LIMITS OF FLUSHING W n� WO (rw) �c ' sHORT EXISTING ❑R NEW �,,,•,ro,� � after disinfection and until FDEP clearance letter is obtained. � \ PVC CASING SLEEVE TRACE WIRE GATE VALVE ' Q VALVES SHALL WATER MAIN SERVICE I BE LOCATED -STAINLESS STEEL eL + + + + 6. The Contractor shall provide documentation demonstrating that the double check backflow prevention device is in good TYPICAL VALVE LOCATION- ADJACENT TO DOUBLE STRAP ELEVATION � AS xao ,T working order at the time of installation, and provide documentation that the double check backflow prevention device has NOTES FOR UNPAVED ROADS I TEE OR CROSS SERVICE SADDLE 1z. Iran �r �r been tested in the last 12 months, and is in good working order one year from installation by a qualified backflow Z ELEVATION 'Y technician as approved by IRCDUS. O INDICATE DISTANCE ,• 1.*WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE 0 � in FROM RIGHT OF WAY NOTES ' �i i s i �'�i /� �i, % ��il j' �� y \��\` 1 vi ti (TVP) �l�i `,��i.✓.' ! 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 GROSS AND VALVE A7 MAIN Q vi -REFLECTIVE 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON + u ux: i �0� the closed position by the utility company. The tie-in valve shall remain locked closed until the new system has been CONNECTION. 3 Q 0 MARKER CENTER. _ cleared for use by the FDEP and all other pertinent agencies. o 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. R nurr�o Z o 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES Pvc e� 4 (r 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the temporary TEMPORARY NOTES SHALL BE A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2"0 NOTES W� UX AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. BY-PAM WT SWW FM «,�Y ��'M � P� jumper connection. The corporation stops are to be closed and plugged with 2 brass or PVC stops. CWMETE JUMPER SCHEDULE � 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. OR U N+u 4. 1"0 & 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 � � s� 2. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 2"0 LONG SERVICES REQUIRE A 3" MINIMUM I.D. CASING PIPE. GASING 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� o W 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE PIPE SHALL BE SCHEDULE 40 P.V.C. valves, etc., shall be the responsibility of the Contractor. Z�,n>� oei 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO WATER. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE o w r N HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE FLUSHING POINT. NOTES w w a"a°° 0 W CLOSEST 70 THE HYDRANT. APPROVED MANUFACTURERS' PRODUCT UST FOR METERS GREATER THAN 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2.5 FPS �w��oa�oW „ 2. THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. velocity N�a�ZW��aa�3 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 2"0. ty cannot be accomplished, the following procedure shall be utilized. 5. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 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 Q a Install pressure gouges as indicated on Temporary Jumper Detail W-11). Zo��oo�o�mPg 6. ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING 4. INDIAN RIVER COUNTY UTIUTY PERSONNEL, AFTER A MINIMUM OF A 48 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS ) P g g P ry P ( HOUR NOTICE BY THE CONTRACTOR SHALL BE PRESENT FOR ALL FLUSHING INSTRUCTIONS. b) Open all downstream valves in the new system prior to flush. POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING _ 3 SHALL BE D.I.P. 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 maintaininga 10+ PSI pressure differential between gauges durin flush. Wo��wWaLw�a 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. PAINTED AFTER INSTALLATION. SEE APPROVED MANUFACTURERS' ) / P g g ga3�w�� WATER MAIN VALVE - WHITE 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE ( d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie-in valve to insure that the required FORCE MAIN VALVE - GREEN INSTALLED. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. PRODUCT UST) pressure differential is maintained. REUESE MAIN VALVE - PURPLE 8. 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. METERS. M SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2"0 MASTER METER \ LOCATION DETAIL FLUSHING (VALVE AND FIRE HYDRANT) WATER SERVICE CONNECTION COMBINATION ASSEMBLY • V o0 GENERAL UTILITY NOTES (00 � N W-Q 1-1/2"0 P.E LOCKING N-5 W-8 W w CO FOUR HYDRANT GUARDS a) AS REQ'D BY IRCDUS SERVICE LATERAL CURB STOPS 2' -O• VARIES 2' -0' -FLOAT SNATCH CABLE LVE CONTROL PANEL) • " „ ,J Q - SEE NOTE 1(BELOW) -WIRE (TO PLUG VALVE WITH ELECTRIC ACTUATOR) ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004. Q � 6" ANCHOR COUPLING --GRATING • UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. .t M.J. METER BOX 'p> i,, METER NOT SHOWN FLOAT SWITCH (EMERGENCY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. Q MEGA-LUG RESTRAINT \ // 90° \ / Z ( ) 1"0 P.E. EXISTING GRAD OVERFLOW CUTOFF) • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTIUTY STANDARDS, SEPTEMBER 2004." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT Z 0 � i OR EQUAL �� ®\ SERVICE + ,4 DOUBLE DETECTOR _Em LEVEL SENSOR-METRI TAPE INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUSUCATION SHALL BE REFERENCED. � W CO) \ LATERAL �- f VICTAULIC CHECK VALVE [IT 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£. AND ANY OTHER U11UTY PROVIDERS 48 HOURS PRIOR TO ILL � 45. ID V Z CTI r w COUPLING \ CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. /,�1 - I- - - o j , 2" 1pi ZI iU \� /\ ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TEST'S OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL t = O 1 =1 `v�\yI ii i • BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTINGANSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION `�• 00 �- ' \ GATE VALVE �� -� \ T._---.T- I ��-iQ�--- •1\// \ \ Q Q C `� + _ +E+ + O + Ili y �� �y LAKE OR POND INFLOW PIPE RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. �. O V ANCHOR TEE FOR 6" \ �Po \ / 2" BRASS COMPRESSION - „ y t \/ / //� A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LA30R) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR W Uo W -_J MECHANICAL JOINT 6" /®� /®\ WYE BRANCH 2" + °o \i�/ ; ,,� •,,!„,� , / ONE (1) YEAR. o m Q VARIES IN LINE DUAL J� , LOCKING CURB ' --- - --+- THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/BLACK LINE PRINTS SIGNED AND CD -• M.J. BRASS LOCKING CURB CHECK BY IRCDUS z ° a STOP VALVE 1` CHECK VALVE j j/ �' y,� �YXY�> Y�j 6" (MIN) PLAN VIEW STOP WITH INTEGRAL PLAN VIEW \ •\ `� `\ \`� \\i�\�i�����j SEALED 8Y THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBUCAl10N REFERENCED ABOVE. Z W WATER MAIN METER COUPLING 2"� PREPUNCHED 1 BY-PASS METER DETECTOR BYPASS / \�\��� �� �� RUGATED ALUMINUM CIA\\�'\��� Zt z W PUMPER NOZZLE HOLE FOR TOUCHTONE 7x2' PREFAB CONCRETE CRUSHED STONE (LENGTH VARIES) / ^ Q O FACING ROADWAY CENTER HINGED OPENING f 3'-0- BOX CULVERT v, �1 I= (p ACCESS 'D (436"x7"MIN) W/STAINLESS STEEL PIN �' METER UD 0 I CUSTOMER PLAN VIEW ELEVATION - STILLING WELL VALVE BOX I I a- -- PIPING WATER MAINS o F N GRADE a �� UTILITY PIPING TO DETECTOR CHECK VALVE W Z O i .. REINFORCED CONCRETE .-. '� z � PROPERTY LINE 45' BEND (TVP PIER e(pE MATERIALS = W O = L ti I PROPERTY LINE—...,BOX NOTE 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 W �- NO. 3) } MINIMUM WORKING PRESSURE OF 200 PSI) AND A LAYING CONDITION "TYPE 2.* ALL PIPES ALL BE GIVEN A MINIMUM FACTOR HYDROSTATICS F VE Q - `' 't INLET GATE GATE OR 45' BEND (RJ) • LINING AND COATING (DUCTILE IRON PIPE), L.(n H MI Y 6"GATE VALVE j; 2"y a _ VALVE '' O N •.� . '.���' - -r-_ ry - � (�) 1. LINING: CEMENT MORTAR LINED AND SEAL COATED PER A.W.W.A. C104 (ANSI A21.4-85). � ti \\� 6" DIP PIPE �' +' : TIE RODS- - (TYP) EXISTING GRADE VARIES \ 'J 2. COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (1) MIL W o p \ `y`��, J (TYP) ti / vARtEs �' 3. REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOAIED TO A MINIMUM OF 1 MIL DRY THICKNESS. + CONCRETE 1"0(MIN) CUSTOMER w ' HIGH WATER LEVEL. • POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.Y.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A Z Q J PIPING (BY OTHERS) LOCATE MARKER BALL (WATER) ti 18" MINIMUM DIS' r'`" ¢ v / �j�jjr/,\ijj \y\y % y y :,� LL y � OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. C7 U m /\\\\ DIRECT CONNECTION F r,•. i ,•. ..�:•w, : �_„•t I •� ,ct ,,".�• „; 4.•y , o �j/\\%j, \\jj\�S/\\y /�\\/ \�\jjj:Y\j \ PVC PIPE SHALL BE BLUE IN COLOR. (ANCHOR TYPE) ELEVATION _� ; ��., . _1 y,. ,1 •� ,r: c•.+ a. , .. , .. r ..;.:yt \y, r, ,\�\ �\y\i ,\i�\i�\i,�\ �/�/� a. • ALL PVC LESS THAN 4" DIAMETER SHALL COMPLY WITH ASTM D2241, D1784, D1869, AND F477. PIPE SHALL HAVE A WORKING PRESSURE OF 200 PSI AND SHALL BE DESIGNED WITH A 2:1 SAFETY FACTOR OVER RATED ^ W � W' UNDISTURBED s„!� •. \ \ \ \�\,\�j\Yj�Yj i/�/ w W 6" (MIN) ELEVATION SOIL ���y�\'�\��/ `��\�\�i !��i\\ ilii �'\y�\�i��\�i�%i iii ft`i \� LAKE OR POND 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-111E OR APPROVED EQUAL v U N WATER MAIN ��ONGRETE SUPPORTS ��%ii\C�i�\�. c \�\�,�\y�� �� 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 N NOTES (OR APPROVED BY IRCDUS) _-¶� Dlc f w�i� jT 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. O NOTES--- IPI SEE ,?,, ���, �% , JOINTS O ELEVATION �'=`�; } V Z o HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON 1. METERS OVER 2"0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY WATER MAIN ��1\����\ ��� No. 4 STRAP AROUND BEND ✓iy�,:!\\i�\\i/ � i� 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. J Q PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. CONTRACTOR. �/ �� �� �!\�\�` _ 1• .\�.,�\,,�Q..\ CONCRETE THRUST BLOCK �\�\r\\ \� %>�ALL FIT 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-COALED IN � 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. I ACCORDANCE WITH AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION. ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSI SPECIFiCA110N B76.1 FOR CLASS 125 FLANGES. BOLTS � Z N THE NEAREST ROADWAY OR FINISH GRADE. 3. MINIMUM SIZE OF METER BOXES: 1"0 SERVICE (12" X 18"); 1-1/2"0 AND 2"0 ELEVATION -DISCHARGE PIPE SHALL COMPLY WITH ANSI SPECIFICATION 818.2. � ti 2' ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. SERVICE (17" X 28"). " /� JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, 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 r , COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTIUZED IN LIEU 4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS N OTES 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 3. OF ABOVE. APPROVED MANUFACTURERS PRODUCT UST. 1, ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS ITEM FOR INSTALLATION OF THE WATER MAIN. �► e- W 4. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12 FROM EDGE OF PAVEMENT 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO NOTES VALVES � v h- 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 • ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH CAST IRON BODY, BRONZE-MOUNTED, RESIUENT SEATED, NON-RISING STEM TYPE FITTED WITH "O-RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, 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 PANTONE PURPLE (522C). TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND THE 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." ANSI STANDARD 21.11. IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. FIRE HYDRANTS 6 ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL METER BOX 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS " 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. 7. ALL NUTS SHALL BE STAINLESS STEEL INDIVIDUAL PROJECT. PRODUCT LIST. 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. 8• MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' REUSE PIPE SHALL BE PAINTED FEDERAL SAFETY RED. (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY PRODUCT LIST. MARKING 9• POLES, ETC.) CONTINUOUS TRACE WIRE IS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT DOUBLE-DETECTOR DISCHARGE DETAIL INSTALLATION AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF 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. 10• THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. • 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 OUTSIDE (� f CHECK VALVE ASSEMBLY OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE LJ F LLJ MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE W FIRE HYDRANT DETAILS 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 > - = 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 UTIUTY 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 (� (n THE OTHER PIPEUNE. 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 PIPEUNES 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, W-3 VII-E3 W-9 W-12 OR PIPEUNES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. Z --� -PRESSURE GAUGE • 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 Q z Q o (SEE W-12A 10) REVISION) SHALL BE USED. -" A CORPORATION STOP SHALL BE INSTALLED WITH A DOUBLE CHECK VALVE 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 W LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE 2" GATE SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. Z Q W.M. 2 -WySCHe- 4( Tee w FLOW -► VALVE (TVP) 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. - 0 THE FINISHED GRADE. THE TUBING SHALL BE OR Wye (TVP.) U < INSTALLED WITH A 180' DOWNTURNED BEND. PLAN VIEW 2" METER METER BOXES REDUCED PRESSURE • METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING BOXES BACKFLOW PREVENTER TESTING WITH GATE VALVES • 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 GATE VALVE 1" GATE VALVE 1"0 COPPER TUBING W.M. - OTHER EQUIPMENT NECESSARY TO TEST THE UNE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. PLAN VIEW DISINFECTING ALL POTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 10 OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER U11UTY STANDARDS, SEPTEMBER 2004," AND A.W.W.A. STANDARD C651 AND N GRADE (SWALE) ? RULE 62-555.345. N GRADE ROADWAY ///---2" SERVICE v v > v z_ FINISHED a / SADDLE m EXISTING GRADE v . \ \ UNION 1/ GRADE ., 01 C VALVE 2" LOCKING (MIN) �U�\� \��\///\/\\//�\/�\y`\ ^ C �// �\ /\/�\�\ C/j/\ \/j\\/ \ \ �/\\� \//\%\/�/� -f LJJ Z BOX CURB STOP W.M. ¢ % %,//e /\r//\r//.= it/ 3 �, W/PVC PLUG �%- APPROVED EIER BOX 0 1 CORPORATION STOP WITH i �- .- y WATER MAINS & FORCE MAINS p o -p 24"x18" (MIN) ^ I PLUG WHEN ABANDONED C •c FINISHED • r 0 • . z SERVICE CORP STOP POLYETHYLENE (/') 0< � � � GRADE $ (Np _ ¢ COMPRESSION • . ( -1 CUBIC FOOT a ) MATERIALS FOR PIPE SIZES 3" AND LARGER � FITTINGS CRUSHED ROCK AVEL OR tO �i�yi��i i �� \ \ �i �i\�i\i i > \\ n A. MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A' PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTM D3350. AND W Or • " tO �y�i ai -I- ) I - - - - MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248. W - > O -; R.S.G.V. 2 POLYETHYLENE - B. POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. J � --1 - - - - ELEVATION - DIRECTION OF FLOW " 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 = LI- lll��/ 11E-IN VALVE TO BE PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. Z CLOSED AND LOCKED 2 SERVICE DOUBLE 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. Q p SADDLE SS (TYP) +WATER MAIN NEW WATER MAIN 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 Z RESTRAINED PLUG (M.J.) NOTES MANUFACTURER. - HORIZONTAL DISTANCE EQUAL ELEVATION EXISTING WATER MAIN 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 0 2" CORPORATION TO DEPTH OF COVER 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER ELEVATION 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 816.1. THE FLANGE U STOP INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. -> ELEVATION PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY JOINTING METHOD i UTILITY' A. 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 PIPE SO JOINED SHALL BE MADE rn 2. ALL MULTI-STORY, MULTI-FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ 3 NOTES BACKFLOW PREVENTORS. NOTES 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. / 0 1. BLOW-OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED NOTES 3 BEINS INSTAROVED LLEDALS HAVING ONLY FTERFULL UL, SPECIFIC APPROVALAND AWWA BY IRCDUS. 1. MAY 1 TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PIPE IDENTIFICATION ��( rc+f ca�tn�►cAno� 0o BY IRCDUS �4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT PRESENCE OF THE ENGINEER OF RECORD. 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 c 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS 2. ALL LINES TO BE FULL PIPE FLUSHED. 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, FL REG. NO. 47048 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. APPROVED BY IRCDUS. E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. QJODAH a� 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR 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. FL REG. N0. 57 6 0 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND MATERIALS AS APPROVED BY IRCDUS. APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. C7 PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. ABOVE THE HIGH WATER LEVEL. TESTING �W REG. N .�6c, 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. A. ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 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. TEMPORARY SAMPLING POINT PRODUCT LIST. TEMP 0 R A R Y C. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY NTH WATER. EXPEL AIR COMPLETELY FROM THE UNE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. APPLY INITIAL TEST PRESSURE AND FEB 7 (� BACTERIOLOGICAL 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 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. ATE ¢ ) 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED JUMPER DETAIL PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. „ SH ao TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. 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', . 4 UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE III, ON PAGES 24 AND 25 AS 1 �c 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 3 - 2" BLOW-OFF BACKFLOW PREVENTER 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 0 RETEST THE UNE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. PRO EC N N 04-0 J o 7'• 0 4- CD ry i v r S-1 S-4 2x4 MARKER PAINTED GREEN MANHOLE AvHOLE NOTE S 6" CAP z f -OF ROAD CROWN ELEVATION of ROAD z 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO 1 2_0• zi MEET OR EXCEED A.S.T.M. A 185. COVER "^ g 2. ALL CEMENT TO BE TYPE I. MINIMUM SLOPEg''//4 PER FI' iv $ USE GREAIR SLOPE $ 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO ii g WHERE POSSIBLE n MEET OR EXCEED A.S.T.M. C 478. _ I _ O 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL N L CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. _�-- DEPTH TTI BE I 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8% DETERMINED IN THE FIELD AS REQUIRED TO ELEVATION 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR AVOID UTILITIES (TYP) EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). MARKER BALL TAPED 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. TO 6•x4' WYE (TYP) 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. I DOUBL6FMCE SINGLE SERVICE 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP �- TYPICAL CONNECTION REQUIRED. 6"0 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STANDARD "Y BRANCHES STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE TO BE LOCATED IN THE FIELD STRUCTURE, RATHER THAN PUNCHING, THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION INSTALLED PLUG WRAP WITH DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. (TYP) DETECTION TAPE � 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN g FLOOD ZONES. 8"0 l BENDS AS � 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). REQUIRED a 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. m 8.0 f -OF SEWER MAIN TO BE MER ON q OF STREET UNLESS 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL g OTHERWISE APPROVED BY IRCDUS PRECAST MANHOLE TOPS AND CASTINGS. Le* DOUBLE • S COMIAL) 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" $ (sx4• •Y RESIDENTIAL) SHALL BE PROVIDED AS REQUIRED BY IRCDUS. PLAN VIEW 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). NOTES: 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE 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. PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 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 UST. FIBERGLASS LINERS SHALL BE 5. PLUMBING CONTRACTOR TO INSTALL 4" CLEAN OUT IN EASEMENT AT TIME INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. OF TIE-IN. (SHALLOW SEWER) STANDARD LATERAL 6„ CLEANOUT W/CLEANOUT CAP (TYP) - DEPTH TO BE DETERMINED IN THE 8"x4• WYE RED TO AVOID (IURNm U1� a ) FOR CRARI 00000 4 voce OO100 SINGLE SERVICE AS SHOWN ON STANDARD LATERAL DETAIL (S T) SHOP DRAWING FOR APPROVAL OF ROAD CROWN ELEVATION OF ROAD a J, �$ TYPICAL TRENCH CONTOUR }, 7 S" e (t"1° DURING CONSTRUCTION - f e• BENDS AS REQ'0 9 S-2 CONTINUE GRAVEL 80 •UNDER PARALLEL. PIPE INTO ISTURBED SO4L TO PROPERTY UNE TUBLE SERVICE AS SHOWN ON STANDARD LATERAL DETAIL (S-1) ..� Y,Y SAND a. :I.� STANDARD -r BRANCH TO BE LOCATED IN E. MARKM BALL E MANHOLE NOTES MANHOLE FRAME I- FINISH GRADE AND COVER Ii CONCENTRIC LEmmo fmcs .: Z CONE 2 COURSES I►nN} x o 8 COURSES MA) Q F SEE PIPE OPENING 24 3/4' . U DETAIL (S-10) 11 co Q to U Of F SEE MANHOLE - FILL CONCRETE j EFFLUENT & OR BRICK W/TYPE I,+ INFLUENT DETAIL CEMENT MORTAR PIPE INVERT 4'-0ID 8„ „I " � s _ 6" 6'-4" OD 6« ELEVATION .6- SLOPE { SECTION A -A A 2"/FT I S-5 0 TO sx4 WYE ELEVATION TYP I PLAN VIEW NOTES TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. �JOTES SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT JQ 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. MANHOLE NOTES ON DRAWING NO. S-4 4, TO SE BUI DER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRA,' -!E 2R( STANDARD MANHOLE CASTING DRAWING N0. S-3 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 (DEEP SEWE MODIFIED RISER LATERAL S-3 MANHOLE COVER - LETTERS TO BE MARKED "SANITARY SEWER' I \ 22-3AC I ■ m ❑ O 22-15/le 20-5/8' i 1 J CONCEALED WATERTIGHT PICKHOLE / PLAN VIEW 24-3/4' WATERTIGHT BOOT 3,_O. 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 STANDARD SHALLOW M.H MANHOLE FRAME & COVER MANHOLE FRAME & COVER 8-7 CUT CLASSIFICATION HEIGHT I 22 CO�UR`.... w } SEE MANHOLE uAxT = EFFLUENT & 24 3/4" I INFLUENT DETAIL i� FLEXIBLE _ PLASTIC -� a GASKET i 0 0 y B. ,V -O„ 10 ¢ � OR W-0" ID o SLOPE ' w A 2"/FT A 00 cl, I^ 7 I 6• MIN (Ty) PIPE INVERT FILL CONCRETE OR BRICK W/fYPE 1 SEE PIP OPENING CDETAIL S-10) CEMENT MORTAR ELEVATION PLAN VIEW SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" NOTES 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 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. STANDARD DEEP M.H. SEE PIPt OPENING f� DETAIL S-10) 8. 4'-0" ID 6. STANDARD "T' BRANCH t PIPE INVERT R'VAROUND (MIN) 6" (MTYP)IN a 1p ;•I (ONCRACTOR) + - XI STANDARD LONG "r;i' 4 'ail; .,r' -,e'?• RADIUS ELBOW FILL CONCRETE- L2e-J OR BRICK W/IYPE 1 EXTENDED SLAB CAST CEMENT MORTAR INTERGRAL WITH BASE ELEVATION SECTION A -A L s-8 SEE MANHOLE EFFLUENT & INFLUENT DETAIL PLAN VIEW l J TO BE USED WHERE DROP IS 2' OR MORE NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. S-6 SEE MANHOLE EFFLUENT & INFLUENT DETAIL ,� 8« PIPE A INVERT DROP LESS - THAN 24'_ `} ADDITIONAL REINFORCING BARS 0 oa 0000 ,� A 00000 4 voce OO100 MANHOLE FRAME & COVER 8-7 CUT CLASSIFICATION HEIGHT I 22 CO�UR`.... w } SEE MANHOLE uAxT = EFFLUENT & 24 3/4" I INFLUENT DETAIL i� FLEXIBLE _ PLASTIC -� a GASKET i 0 0 y B. ,V -O„ 10 ¢ � OR W-0" ID o SLOPE ' w A 2"/FT A 00 cl, I^ 7 I 6• MIN (Ty) PIPE INVERT FILL CONCRETE OR BRICK W/fYPE 1 SEE PIP OPENING CDETAIL S-10) CEMENT MORTAR ELEVATION PLAN VIEW SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" NOTES 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 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. STANDARD DEEP M.H. SEE PIPt OPENING f� DETAIL S-10) 8. 4'-0" ID 6. STANDARD "T' BRANCH t PIPE INVERT R'VAROUND (MIN) 6" (MTYP)IN a 1p ;•I (ONCRACTOR) + - XI STANDARD LONG "r;i' 4 'ail; .,r' -,e'?• RADIUS ELBOW FILL CONCRETE- L2e-J OR BRICK W/IYPE 1 EXTENDED SLAB CAST CEMENT MORTAR INTERGRAL WITH BASE ELEVATION SECTION A -A L s-8 SEE MANHOLE EFFLUENT & INFLUENT DETAIL PLAN VIEW l J TO BE USED WHERE DROP IS 2' OR MORE NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. S-6 SEE MANHOLE EFFLUENT & INFLUENT DETAIL ,� 8« PIPE A INVERT DROP LESS - THAN 24'_ `} ADDITIONAL REINFORCING BARS REQUIRED AT OPENING. SLAB TO TO BE TRAFFIC BEARING. SUBMIT SHOP DRAWING FOR APPROVAL PLAN VIEW GASKET -,""I S" e (t"1° zo L m 2e 0 Ini- In 8"-- 4'-0" ID -• --8" R iC v SEE PIPE OPENING DETAIL (S-10) Lu n � 6" MIN --- - r� FILL CONCRETE I8. OR BRICK W/TYPE I I CEMENT MORTAR ELEVATION PIPE INVERT aCTION A-& TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS NOTES 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. SLAB TOP MANHOLE 4' 10 « 8 .. SEE PIPE OPENING -y DETAIL (S-10) FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION SECTION A -A A m SEE MANHOLE EFFLUENT & INFLUENT DETAIL PLAN VIEW TO BE USED WHERE DROP IS LESS THAN 2' NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. TYPE "B" DROP MANHOLE I -in SPACE �r 1 SPACE AROUND OUTSIDE OF PIPE SHALL BE - GENERAL UTILITY NOTES: Q COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING • ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE; WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004," REINFORCING STEEL AROUND OUTSIDE OF PIPE • UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. (FOR FIELD INSTALLATION) • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. PIPE CONNECTION TO BE NEOPRENE BOOT - • 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 -' WITH STAINLESS STEEL ACCESSORIES UTILITY PROVIDERS 48 HOURS PRIOR. TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. < • 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 - H.P. ELEV. OF FILL CONCRETE GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. TO BE SAME AS OD OF PIPE/-29*PER FOOT SLOPE • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE F MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO (f) GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. w • THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE a /\ 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 o f 1 0_ SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. a• .�:•... --LL .: SANITARY SEWERS Q x , T �. • e" (�) f.' :::°'4 POLYVINYL CHLORIDE PIPE .. ._. • '' GENERAL z o • POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. 0 GRAVITY SEWER PIPE AND FITTINGSof ( z 0 I • GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034 -SDR 26. <o d 3 N • FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. -3" (MINIMUM) • POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. o 0 • MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNA11ON 1784, TYPE 1, GRADE 1 (12454-8). • ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. ELEVATION THE PIPE SHALL BE GREEN IN COLOR. o 0 o 41 • JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. TESw • INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY STANDARDS. wZ= =off =U' 08-3 �N7 t-7-clpm3OU • EXFILTRAl10N OR INFIL1RAl10N TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT PERSONNEL ACCEPTABLE LEAKAGE TESTS WILL NOT EXCEED 100 www' .a},ON GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. %Tw8 ZQ�==� INSTALLATION zo��ooW�zo�w�og NOTES • INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. ��W�WoZw�Q • 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 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' Wot-cWwa��wsa PRODUCT LIST. 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 `�a33W�N3w�a�J ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS, AND ADJACENT TO THE STRUCTURES. • ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". r PROPOSED GRAVITY SEWER b PIPE OPENING DETAIL FROM TO DIA LENGTH VELOCITY MANHOLE MANHOLE (INCH) (FT) (FPS) TYPE E 8" - *d ASTM D 3034-SDR26 PVC O 8" - <1 ASTM D 3034-SDR26 PVC J N I` 8M - <1 ASTM D 3034-SDR26 PVC M SEE PIPE OPENING `g-� - - 8" - <1 ASTM D 3034-SDR26 PVC w Q c DETAIL (S-10) - - 8 - <1 ASTM D 3034-SDR26 PVC 8" - <1 ASTM D 3034-SDR26 PVC Q W Ofa Oa _ _ 8" _ <1 ASTM D 3034-SDR26 PVC' 8" <1 ASTM D 3034-SDR26 PVC Z� - - 8" --<1 C-900 D.I.P. O 00 LL 8M - <1 ASTM D 3034-SDR26 PVC _ co 3 O 8 - <1 ASTM D 3034-SDR26 PVC : 00 U c 8" - <1 ASTM D 3034-SDR26 PVC o Q - NOTE: W m O Q 1. ALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. O Z o O 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 :_g- ON z FT, �i� '`� _ ON APPROPRIATE VELOCITIES. RATHER, MINIMUM SLOPE AND SIZE CRITERIA AS GOVERNED BY LOCAL UTILITY. r� � zo j CID -til O ROCK o� (20' UPSTREAM)FORCE MAIN INS Z oW oV PIPE TO MANHOLE CONNECTION PIPE MATERIALS W Q = 1 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 OF J 3/4" ROCK 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. Z ti (20' DOWNSTREAM) FILL CONCRETE OR BRICK LINING AND COATING (DUCTILE IRON PIPE), zLi 0 ►� W/TYPE I CEMENT MORTAR - INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL. - m LL - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL DRY THICKNESS.co • 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 W ELEVATION MADE FROM CLASS 12454-A OR CLASS 12454-6 MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. w W •JOINTS PIPE SHALL BE GREEN IN COLOR. W -JV 0 > C �CD • JOINTS 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 ti rn THREADED JOINTS WILL BE PERMITTED. J Q o TIN PIPE JOINT DETAIL AT MANHOLE ALLFIFITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE LINED AND to to z 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 = Z CN CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION 818.2. • JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE WITH RESTRAINING SCHEDULE ON MISC. DETAIL SHEET, NOTE 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�/5 W INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLA11ON OF THE WATER MAIN. V) U F-- 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS VALVES 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. • 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 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. MARKING • SEE DETAIL M-16. INSTALLATION v) Ld • 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 RECOMMENDEDMANHOLE EFFLUENT PROCEDURES. Q • 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 Z & 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 THIS ::) Lj L;.I SHEET. O 0 z Z • FORCE MAIN SHALL BE LOCATED AT LEAST 5 -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, AND 10 FT. FROM POTABLE WATER MAINS. U LTJ 0 5-12 • WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE ' SOLUTIONS ACCORDING TO THE "RECOMMENDED J STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. 0:J • 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 U FINISH GRADE �T ASPHAL PAVEMENT W CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. �_ LLJ • 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 0 IN THESE PLANS. J U $• HYD OSTATIC 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 Lij FIBERGLASS LINER F- 0 0- = 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. Q � 0-• (/) zao FORCE MAIN-\ 9 POLYETHYLENE PIPE SPECIFICATIONS: _ I- - < Z WATER MAINS AND FORCE MAINS - POLYETHYLENE Q MATERIA„_ FOR PIPE SIZES 3" AND LARGER • MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL 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. 4'-0" ID • POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. • 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 DESIGN BASIS (HDB) OF 1,600 PSI. LTJ F- • PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4'17 MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. > Z = GRAVITY SEWER O O O STANDARD LONG /-DOWNSTREAM FITTINGS _ RADIUS ELBOW NLET • 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 101� MOLDED OR FABRICATED BY THE MANUFACTURER. 0 � _ • 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 W 0� 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 w EA 316 STAINLESS FLANGE PER ANSI 816.1._I OJ NOPT HOLERENE BOOT _' �• .. «t`":.�;?': 6•(MIN) • 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. F_ m L- TO SEAL) /'l:x .`4.�':y:.'L4 -i ( ) 0�: ::D Z JOINTING METHOD v) 0 LL 6•(MIN) THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTAATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED 1N STANDARD LAYING F- Z LENGTH'S NOT TO EXCEED 50 FEET. ELEVATION PIPE IDENTIFICATION • 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 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. 16O'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. 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. 4. NO INSIDE DROP WILL BE ACCEPTED. Z TION 5. FIBERGLASSENGINEERSORNAPPROVEHD EQUAL ASND SHALL BE ENGINEERED TO BY ASSOCIATED TESTING JOSEPH W. SCHULKE ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. Fl REG. B STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD AASTHO H-20 , • JODAH B BI FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RE FINING PUMPED SEWAGE 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 REG. NO 5739 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. • ( ) ENGINEER. • 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. OW REG. . 60 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. FORCE MAIN TIE-IN • AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. FEB 7 ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, DATE: TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED SHEVT MAKE-UP WATER TEST, TABLE III, 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. 1 • 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. PRO EC N . / \ 04-0 J FORCE MAINS PIPE MATERIALS GENERAL UTILITY NOTES - 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 OF 42 KSI, AND USING A MINIMUM WORKING PRESSURE OF 200 PSI, - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. FEBURARY 2004." - LINING AND COATING (DUCTILE IRON PIPE), - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. - INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING - SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL. - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL. DRY STANDARDS, FEBURARY 2004.." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT THICKNESS. CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM RIVER COUNTY UTILITIES,U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. ALL EXISTING UTILITIES LOCATED IN THE FIELD. - PVC PIPE SHALL BE GREEN IN COLOR. ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, JOINTS AND OTHER TESTS OR INSPECTIONS REQUIRED IN THEA OPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE - JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. ' IN ACCORDANCE WITH A.W.W.A. CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. FITTINGS PROPOSED FORCE MAIN - ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE LINED AND COATED TO SAME SPECIFICATIONS AS THE D.I.P. PIPE DIA LENGTH VELOCITY SPECIFIED ABOVE. ALL ABOVE GROUND FITTING SHALL BE FLANGED JOINT, IN (INCH) (FT) (FPS) TYPE THICKNESS ACCORDANCE WITH ANSI SPECIFICATION 816.1 FOR CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION. 6 4000 3.5 P.V.C. = AWWA-C900; ASTMD1784 & D2241 DR 18 818'2' 4 346 2.41 P.Y.C. = AWWA-C900; ASTMD1784 & D2241 DR 18 - JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE WITH RESTRAINING SCHEDULE ON MISC. DETAIL SHEET, 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 INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLATION OF THE WATER MAIN. NOTE: VALVES 1. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA C110 (ANSI 21.10). ALL FITTINGS - ALL BURIED VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE W/ SEMI -STEEL BODIES, RESILIENT FACED PLUGS, AND SHALL BE FACTORY LINED AND COATED: STAINLESS STEEL OR NICKEL SEATS IN THE BODY. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. EXTERIOR: 2 MIL BITUMINOUS COATING MARKING INTERIOR: 2 COATS COAL TAR EPDXY (MIN. TOTAL 16 MILS) - SEE DETAIL M-16. 2. JOINT RESTRAINT SHALL BE MECHANICALLY RESTRAINT WITH NAPPCO C-1300, C-1350 RESTRAINER OR APPROVED EQUAL. 3. SEE RESTRAINING SCHEDULE PER INDIAN RIVER COUNTY SPECIFICATIONS, DRAWING NO. M -5B AND ON "WATER DETAILS" SHEET. 4. ALL PIPE MATERIAL, TESTING AND INSTALLATION SPECIFICATIONS, SHALL BE EQUAL TO THE SPECIFICATIONS WRITTEN HEREIN INSTALLATION FOR POLYVINYL CHLORIDE WATER MAINS. - FORCE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 SERIES AND A.W.W.A. MANUAL M23, 5. THE PIPE SHALL BE MARKED "FORCE MAIN" AND SHALL BE GREEN IN COLOR. AND THE MANUFACTURERS RECOMMENDED 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 THAT ALL PIPE JOINTS ARE EQUAL FORCE MAIN CONSTRUCTION: DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE AS PER DETAIL THIS SHEET. - DESIGN FOR MIN. WORKING STRESS OF 150 PSI. - FORCE MAIN SHALL BE LOCATED AT LEAST 5 -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, - CONFORM TO AWWA C900, ASTM D1784 AND D2241, WITH AND 10 FT. FROM POTABLE WATER MAINS. MIN. WALL THK. OF DR18. - WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE - THE PIPE SHALL BE GREEN IN COLOR. SOLUTIONS ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. - JOINTS SHALL BE RESTRAINT W/ NAPPCO C-1300 PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE RESTRAINER, OR EQUAL, PER RESTRAINING SCHEDULE, BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6" LIFTS AS DEPICTED ON THE MISCELLANEOUS UTILITY DETAIL TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. SHEET. 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 IN THESE PLANS. TESTING - 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 ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST ' THE UNE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. ALARM PHASE A LRIGHT ED WITOH CAGEHIVISIBLE 360' 02 M --( ANNUNCIATING LIGHT -U---bL9- -L1- MUM B IN AN UPRIGHT POSITION. LA tas au Tee PHASE � _ NAME PLATE EMERGENCY GENERATOR �.� m T1 (TYPICAL) RECEPTACLE SEE 230V L1 ° ° °To SPECIFICATIONS FOR L2 C� 0 ° ,�2 PUMP RECEPTACLE MODEL 3PH 3 N0. 1 4WL3 NCB CBI M1 OL M1 Tei RM 7M NEU - C I I Q o a AUX mm III SINGLE LEAF ACCESS DOOR _ ELECTRIC CABLE HOLDER W/ STAINLESS STEEL \ W/STAINLESS STEEL HARDWARE _ HARDWARE AND STRESS RELIEF "CHINESE FINGER" 0'x 5'-0' DOUBLE LEAF ACCESS DOOR Q o 4' DIP VENT W/(2) DIP -4"x 90' BENDS _ ��W/SAFETY CHAINS BOTH ENDS AND STAINLESS O m WITH STAINLESS STEEL INSECT SCREEN R'QDi » STEEL HARDWARE. FOR DOOR SWING OPEN (TRUE Z r OUTSIDE TO BE PAINTED _ b x1" SS SUPPORT "J" HOOK - ORIENTATION) SEE PLAN (SHOWN 90• FOR CLARITY) m - - SS UPPER GUIDE - - BRACKET W/SS _ 6" CONCRETE PAD BOLTS & ANCHORS _ _ j�1�j fi" CONCRETE PAD GRADE ELEVATION a TOP ELEVATION = 13.50 2" (MIN) 10" _ I NO. 3 AT 12&(TYP )/ a I :• s .. r. •i • :. - r . • 2 (MIN) -Tf �. . i I•�.�_. . �..•. � tai 6 �,\iii/\i \v/��i\ /\ :•: a _ r:.; , �, , . 4" GRADE ELEV. J / \\i��/�\ .:' __ ' �� � STAINLESS STEEL BRACKET AND WE :.' /�/r ��\"\/a\� \ MALE DISCONNECT ASSOCIATED HARDWARE TO ; !4 WE ` 8 - 6' 40 ONC OPENING �-NO. 4, 12' -DC VERT 4" COUPLER (BRONZE) E SUPPORT PUMP POWER CABLES k. 2'-0" - I 3'-0" -'� °..-+-+»-. �8. GATE VALVE WITH BOX g 15 f5 SET PRECAST TOP SLAB - CONC�� » 4 FLEX COUPLING r-4' DIA SPOOL PIECE :w• OPENIN x90' BEND 8" » 4 P.V. *_ r ON 1" NON -SHRINK, 4 C.V. �-N0. 4 8 DC HORZ j C NON-METALLIC GROUT PUMP �'' ' JJJ Fki MOTOR -� 7 -� _ i _ v + _� PRECAST REINFORCED CONCRETE - i'•:« SS GUIDE RAILS BY "p" SS F 12 . �/ \j�� PIPE (4� DIA) " MANHOLE RISER SECTIONS CONTRACTOR AS PER TRAP .�, yy, • : a.• _ 1 1.. . r; T �� 4' P.V.C. Q MANUFACTURED IN ACCORDANCE ": PUMP EQUIPMENT « J {'► ' `/ ••r,'•' '� • :,. �/� * N "> WITH ASTM C 475 :;• MANUFACTURES SHOP w " rr l:./' '1' : DRAMAN4I7 4' D.I.P. to NEOPRENE BOOT =,� �� �•v-�j�\ " vi ci vi vi t a, NO. 5, 9 OC, EW., EF. (STAG) - 6' (MIN) 3/4' STONE 3 d 3 F: `ELEV •A» 12" 1`4" 6'-0"x 6'-0" 1'-4" COM PACT MAXIMUM TO AROUND ALL STRUCTURES 3 -i z co ONE (1) INFLUENT PIPET -�- _ -+► DENSITY zz 8", INVERT = 2.53 ✓ ��" �-LLJ + 2" PVC VALVE BOX DRAIN WITH P -TRAP LOCATED IN WETWEI I 3 Y (DIP OR PVC C-900) 8» (SHOWN 90• FOR CLARITY) (MIN) ''' �F ELEV 'C' SLOPE FLOOR TO DRAIN W = U Q PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB ��:'.• AT 1 PER FOOT O O O v in O RUBBER SEAL, FILL JOINTS `- ELEV 'D' tom/ 4 • OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY W/GROUT '. �� »E»all N0. 4, 6" OC Za oU 16" GROUT CORNERS OF WET - / '4 - - / STAINLESS STEEL BOLTS AND o �' o �wwQ�am�01, --1 % 16" ANCHORS FOR PUMP BASE ON �w�`oaz�F,w WELL (FULL CIRCLE) STAINLESS SEL BASE PLATE `Fw~�ZooELEV »F, w�oaHEIGHT 2'-4" (TYP) M (SEE SECTION 8.078) NOTES Zamo3s ELEV *V 1. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO w~ Zw PUMP STATION CONSTRUCTION. a W w a E W /\\/ w o - ,� ��/�/'' , :,.j•. ?.;., .. ,. :/.. " NO. 4, 6" OC IN CENTER �33W?�+�W�aS M/\\j �. ~ ,:• .. _ 1.'`.- ✓',:; "; ,;, , �;::....."•._ i:' ; :.'.... ;,'.%> 3 2. SEE NOTES AND PLAN VIEW DRAWING N❑. S-13. (SEE PUMP STATION \ (; I �-GENERAL NOTES FOR WET 3. FOR DATA TABLE AND PUMP STATION GENERAL ' .� r �) NOTES SEE DRAWING NO. S-15. 3 /;:..'L.. 'r '. ,. :1 • ��/Iii " WELL WALL REINFORCING) / } 4. FOR ELECTRICAL DETAILS SEE DRAWING NO. S-16. N0. 5, 6" OC, E.W., E.F. 5. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL (� BY THE IRCDUS DUE TO BUOYANCY COMPENSATION OR COMPACT TO 98%COM MAXIMUM 2'l (MIN) 8'-0" MINIMUM DIA 2' (MIN) 6" (MIN) 3/4" STONE OTHER REQUIREMENTS, U Z ( ) ) 6, GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION O E GEN. °'� ( �° T1 RESET ►® ©_ ,1 RECD. c/ ° ; T2PUMP MOTOR CABLE ETM ETM ETM SILENCE c �3 No. 2 (TYPICAL) c c c RUN INDICATING LIGHTS I ECB C82 M2 OL M2 my RES TWO M2 �� mm 79 12 Aux RUN CROUSE -HINDS TYPE HOA RIM 78 CGB Q WATERTIGHT Q o GRD 120 v00NT CONNECTOR WITH Power CB3 re 1a � 1e 1+ NEOPRENE GLAND TO --wPANEL TO BE 304L MATCH CABLE. FURNISHED STAINLESS STEEL 12o V"NEUTRAL WITH PUMP. -0CB4 GFI ALARM HORN TERMINAL BLOCK FOR _ RECP. EXTERNAL ALARMS -O C 15 dwg. no. S -16-D - GROUSE HINDS TYPE "CGB" ` n 1 CONTROL PANEL SCHEMATIC 2 CONNECTOR FURNISHED 14 # 14 TO RTU WITH R.T.U. WITH PUMP Gd #1 #2 #3 2" PVC CONDUIT TO STATION (MIN.) CONFIRM WITH PUMP MFGR. PROVIDE BUSHING � 2 TO FIT CABLE TYPICAL CONTROL PANEL P� T817 TIME'MTN FRONT VIEW 7,_.e RUN 1 COUPLING 0 H A X18 VARIES TB19 ADAPTER CONTROL PNL c FU4 O c - _ M1 70 PUMP I � METER OL PVC CONDUIT Mi �- sraRT TB20 SS1 TO STAl10NT-� ' o�- (2) 4" ALUMINUM ET TB21 TIME 2 SCH40(TSUUPP ORT PL2 MTP2 STAINLESS STEEL SCHEDULE 40 t t } + POSTS 10 RUN 2 SUPPORT POSTS. `� 12" MIN.° - °� SERVICE FLOAT CONTROL SYSTEM H O A ^3 �5 O 0 M2 a " PUMP 2 # 3/0 BARE COPPER WIRE PUMPING STATION DATA TABLE M2-'-`-�' START 1824 SS2 1 "0 WATER SERVICE GROUND CLAMP LIFT STATION (SITE ONLY • 2 W/ HOSE BIBB FINISH GRADE PUMPING CAPACITY G.P.M. 94.5 dwg. no. S -16-B " - - -- - PRIMARY TOTAL HEAD f 1 1 WATER SERVICE LINE WITH %..1' CONCRETE SUPPORT -1 /4 CU. YD. CONDITION ( ) FEET 25.8 CONTROL PANEL SCHEMATIC REDUCED PRESSURE BACKFLOW' 2' MITI 3000 PSI POURED AGAINST EFFICIENCY %M. -- WITH R.T.U. NOTES PREVENTER AND WATER METER `+' UNDISTURBED SOIL. INTER- PUMPING CAPACITY G.P.M. 1. ELECTRIC SERVICE '.'. 5/8" DIA. X 10' LONG MEDIATE TOTAL HEAD FEET -- SHALL BE 3 PHASE. CONDUIT TO POWER _� 2" PVC TUBE COPPERWELD GROUND ROD CONDITION EFFICIENCY %M. -- 2. ALARM HORN SHALL BE POLE SEE SITE PLAN PUMPING CAPACITY G.P.M. -- SEALED TO PREVENT FRONT ELEVATION CONDITION TOTAL HEAD (*) FEET _ �' ma o ,��INW4 �x '�°' - �• LEAKAGE. CONDUITS TO PUMPING CONTROL PANEL 3X. EFFICIENCY ms 1„° "� `�'' HC+o ,.,„ 3. CONTROL PANEL TO BE STA. SEE PLAN f (STAINLESS STEEL) MIN. DISCHARGE SIZE INCHES 2 um 1 � , m TIT APPROVED BY UTILITY I I (2 4" ALUMINUM PUMP MODEL NUMBER ABS M80 2 �* 'PLe '°°° '°� LA°o----� BEFORE INSTALLATION. �- S�H 40 SUPPORT / _ ° ° �' .A. FaA'ra �°� "T �� CY POSTS (TYP) PUMP IMPELLER MM. 177 „ _ �°° LEAD 1 v 4. REFER TO SECTION 8 FOR ' ' SERVICE DISCONNECT OFF � "T PUMPING STATION SPECIFICATIONS. METER -i'" I--- (STAINLESS STEEL) PUMP SPEED (DESIGN) R.P.M. 3450 _ ���� ENCASED MOTOR NAMEPLATE H.P. ( H.P. 10.7 5. BOTTOM OF PANEL TO BE PLAN VIEW MAX. PUMP BRAKE H.P. ) H.P. 10.7 a-'""'°°'�` Low „�, 28" TO 34" ABOVE GROUND. `°" V 230/460 -�--0�•--�--�.r VOLTAGE HM � �_= 6. DISCONNECT BETWEEN METER AND TYPICAL SERVICE MAX. MOTOR SPEED R.P.M. 3450 _ � __6� "�` ��4 � � PPM � PANEL TO BE STAINLESS STEEL NON FUSIBLE. ENTRANCE STRUCTURE INITIAL INFLUENT FLOW PEAK � G.P.M. 37.86 MIN. PUMP CYCLE TIME MINS. 16.57 ��-� 7. ALL HARDWARE AND FASTENERS INFLUENT PIPE INV. ELEV. ELEV.-At 2.53 2 ,�. FAL 8. BE STAINLESS STEEL. ALARM SIGNAL ON ELEV. dwg. no. S -16-C 8. R.T.U. TO BE MOUNTED ON TOWER ONLY. IELEV." B1' 2.20 LAG PUMP ON ELEV. ELEV."C' 1.70 CONTROL PANEL SCHEMATIC 9•, SPARE . PARTS SEE SECTION 8.05 . WITH R.T.U. ( LEAD PUMP ON ELEV. (+) IELEV."D' 1.20 10. CONTROL PANEL SHALL MEET THE PUMPS OFF ELEVATION IELEV."E` 0.20 REQUIREMENTS OF SERVICE ENTRANCE ALARM SIGNAL ON ELEV. IELEV."Fl (-)0.30 ALL BE BY PROPERLY BONDING OR SHBOTTOM OF WET WELL IELEV."G' (-)0.80 UL SERVICE ENTRANCE RATED. PUMP MANUFACTURER ABS (ELECTRICAL DETAILS) m PUMP WILL OPERATE BETWEEN PRIMARY PUMPING STATION AND SECONDARY POINTS dwg. no. S-15 A REMOTE TRANSMITTER UNIT SHALL BE SUPPLIED WITH THE STATION. (PER I.R.C.U.D. SPECIFICATIONS.) DENSITY 7. USE 316 SS LIFTING BAILS, J ZZ -0 8, GRINDER PUMPS SHALL BE A MAXIMUM OF 10.0 HIP 04 UNLESS OTHERWISE APPROVED BY: IRCDUS., W c'') 9. ELECTRICAL CONTROL PANEL SHALL CONFORM TO PUMP -J Cc_ MANUFACTURER' & SCADA SYSTEM REQUIREMENTS. ^ NOTE: (ELEVATION) t, -j 0 cn 100 YEAR FLOOD ELEVATION = - 0 TOP OF LIFT STATION ELEVATION = - dwg. no. S-14 TYP I C; A 1 P H M P I NI C� STATION a ,0 @ Q __Nz 0 o C ELECTRIC METER �� 1/4 CU. YD. CONCRETE - DEPTH 2'-0" EACH 45 o Q W J (2) 4"0 STAINLESS STEEL OR ALUMINUM Q O CO Q 1" WATER SERVICE UNE WITH REDUCED PRESSURE m SCHEDULE 40 SUPPORT POST (SEE S-16) BACKFLOW PREVENTER AND WATER METER 02 ww 2 � LOCATION OF CONTROL PANEL TO BE �"' W SCHEDULE 80 PVC CABLE CONDUITfl Z OZ > TO CONTROL PANEL (ENTIRE LENGTH) `i APPROVED BY IRCDUS �%� r- O FOR POWER AND INSTRUMENTATION v / O 06 ZONO HATCH - 3-N0. \-(2) 3/4" x 90• BEND = W O HINGED SIDE HOSE BIBB HATCH HINGED SIDE W ~ ►� - SLOPE FILL GROUT . _.. - - .. _ - _ -6(MINQ Z) ) - t� in TO CENTER OF PIT GATE VALVE- � Z O � �• WITH BOX -� I W o o N ► l.'•':..... :..': M O m W z 4" CV 4" •PV• I N'? 4' WYE Z' cj W Z -t - L CL - u / W O> N 1 z 1 FLEX COUPLINGS M' Z j Q o - 0 4" PVC - II I FORCE MAIN z N IL= 4" CV 4" x 45' BEND 0, r` F- 4' DIP VENT } ±-EMERGENCY PUMP OUT HATCH HINGED SIDE) NOTES NO. 5, 6" OC 6"(MIN) 1, CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO PUMP STATION CONSTRUCTION, EACH WAY -EACH FACE 2, SEE NOTES AND SECTI❑NAL ELEVATION DRAWING NO, S-14. INFLUENT PIPE _ -2' PVC VALVE BOX DRAIN 3, FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE DRAWING NO. S-15. (DIP OR PVC C-900) -4"x90' BENDS 4, FOR ELECTRICAL DETAILS SEE DRAWING NO, S-16. 5, ALL PIPING THR❑UGH WETWELL AND VALVE PIT SHALL BE APPROVED BY IRCDUS. Z 6, GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. O 7. ELECTRICAL CONTROL PANEL SHALL CONFORM TO PUMP MANUFACTURER' & SCADA � O SYSTEM REQUIREMENTS, ALL ELECTRICAL CABLES AND WIRES FROM THE INDEPENDENT DISCONNECT PLAN ALL CONSTRUCTIONS AND CONSTRUCTION TO THE REST OF THE LIFT STATION O MATERIALS MUST MEET I.R.C. STANDARDS SHALL BE MADE OF COPPER. TYPICAL PUMPING STATION dwg. no. S-13 W 0 v W M PUMP STATION GENERAL NOTES 1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST 18. PUMPS SHALL BE DESIGNED TO PROVIDE A MAXIMUM CLEARANCE Q FLOATATION OF WET WELL UNTIL ALL BACK FILL IS IN PLACE. OF TEN FEET OUTSIDE OF LIFT STATION WET WELL FOR FUTURE 2. ALL CONCRETE SHALL BE CLASS A -A(4,000 P.S.I. FOR MAINTENANCE. PRECAST AND 3,000 P.S.I. FOR CAST -IN-PLACE) UNLESS 19. ALL RE -PUMP STATIONS SHALL HAVE BIO -CUBE ODOR CONTROL OTHERWISE SPECIFIED. SYSTEMS AS REQUIRED BY MANUFACTURER, AND APPROVED BY 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND IRCDUS." PLACED IN ACCORDANCE WITH THE A.C.I. CODE SPLICES SHALL 2e. A S•FArNLIC/C CTEE4=1 + 01_0101D CT,"' IDD`( GENERATOR Win t AN BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18" MIN. "LIOf cn 01`q%l Is! SHALL BE RE UIRLD F9ILL$NPrNS I UNLESS OTHERWISE NOTED (STAG. SPL.,TYP.). , 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL N.A. - ONLY FOR PROJECTS WITH 200+ UNITS 4 BE COMPACTED ® 98% DENSITY. (MODIFIED T-180) ❑JODAH B. ITILE 5. CHAMFER EXPOSED CONCRETE EDGES 3/4" (TYP.). FOR CONTRACTOR PROPOSALS: 6. WET WELL WALL SHALL CONTAIN A MIN. OF 0.22 SQ.IN./LINEAR D FOOT REINFORCEMENT, EACH WAY TOP TO BOTTOM. CONTRACTOR SHALL INCLUDE THE FOLLOWING IN THE CONSTRUCTION OF 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. THE LIFT STATION: 8. ALL PUMPS AND PUMPING EQUIPMENT- SEE IRCDUS APPROVED 1' MANUFACTURERS' PRODUCT LIST. UNDERGROUND ELECTRIC SERVICE; CONDUITS, CONDUCTORS SWITCH AND 9. STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON PULL BOXES, CONTROL PANEL, R.T.U., ECT, AND ALL ELSE NECESSARY AND INCIDENTAL THERETO.. OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE. 2. CONSTRUCT 12' WIDE CONC. DRIVEWAY & SLAB AROUND STATION 10. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION (6" THK., 2500 PSI FIBER REINF.) SEE CONSTRUCTION PLAN SHEET. CALCULATIONS. 3. ALL PIPING, VALVES, FITTINGS AND ALL ELSE DEPICTED ON THIS DETAIL SHEET. 11. NO UNI -FLANGE PIPE CONNECTIONS ALLOWED. 1" WATER SERVICE AND TAP, METER BOX, 3/4" HOSE BIB, ALL REQUIRED 12. MAINTAIN MINIMUM OF 6" BETWEEN ANY PIPING, FITTINGS, PLUMBING, R.P.Z. (BACKFLOW PREVENTOR) CONSTRUCTED FROM THE NEAREST ETC. AND PRECAST CONCRETE. POTABLE WATER MAIN. 13. FIBERGLASS LINERS SHALL BE INSTALLED ONALL MANHOLES RECEIVING 4• A REMOTE TRANSMITTER UNIT SHALL BE SUPPLIED ,ALL PUMPED SEWAGE. WITH THE STATION. 14. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH 5. CONST. 6' CHAIN LINK FENCE W/ LOCKABLE GATE AROUND APPROPRIATE LIGHTNING ARRESTOR. VERIFY ALL DRIVEN GROUNDS PER N.E.C. LIFT STATION AT EASEMENT LIMITS. 15. AN ACCESS DRIVE SHALL BE PROVIDED TO ALL IRCDUS MAINTAINED -a• DT LIFT STATIONS. ALL ACCESS DRIVES SHALL BE A MINIMUM OF 12? WIDE. ►IGURE TI I T- POY E^ 1FROMPERMANENT ANENT IF " FENCE IS INSTALLED, GATE SHALL HAVE A 12 OPENING. Tn EMERGEN , _-..._..__..Ol DURING 16. ALL PROPOSED PRIVATE STATION OWNERS ARE TO SIGN AN N.A. - ONLY FOR PROJECTS WITH 200+ UNITS AGREEMENT ACKNOWLEDGING STATION IS TO REMAIN PRIVATE UNLESS SUBJECT STATION IS CONSTRUCTED TO IRCDUS STANDARDS. 17. PUMPS SHALL BE DESIGNED TO PROVIDE A MINIMUM PUMP RUN THE ENGINEER OF RECORD SHALL NOTIFY THE CC COUNTY TIME EQUAL TO HALF THE CYCLE TIME. INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START-UP TO ALLOW FOR A FINAL INSPECTION. 0 U Q W _j Z Amo O � O Z Q- O W W 0 v W M W Q Q (/) -z I- Q Z I JOSEPH W. S LKE FL REG. N . 4 ❑JODAH B. ITILE 0 W _j Z LL O � O Z 5: O W 0 v M W U) ct� I- Q Z I JOSEPH W. S LKE FL REG. N . 4 ❑JODAH B. ITILE }� FL 0. 57 ❑ AM . D RE NO. 7 DATEFE 2 S IEET -7 PRODkCTfi40. 04-1060 / g � 64SEMENT RER� ✓ --- { c+++H4ly u: o vrc�rc v-i6b 1 r11y' t - l -. _ 604, daI7 4 iO — '-' '� �Y — F f► ——~ I t t5 n_.I North ��j - — -,Z:-:— — 4 04" 0 21 10"� I � � F \10 V : o3�5 �� �1 2 �" �18 t 6 o E4EASEMI;�IT-- , *- S o_-- 4 AQuE Bu . .._. i EASM I IVA J." a : VIA Y \ ._.........— _ ...-- r , aA jt lYA IIA "iYM tYM lYM lYM- -- .......................... E -1J11Li1Y _..._ _ _ EMENT -- — -- EASEMENT 1 0 0 4.. \ I o p 23 Trac 'E' r \ 20' R DEQ AC .ES \ / \\ o " / » 5' \ ' Z INSTALL SILT FENCE BY / / I 15 QRAINAGE I / \ \ 121 0 10' DRAINAGE „ s" ° \ I %� PEDESTRIAN " ACCESS EASEM COnSe tion I HAND PRIOR TO CON cTIDN / AC s� EASETN€>dT EASEMENT AND �r`J I \ 6 \ / �` (3.99 A.C) \I \�` j T SRt' Q ACCESS EASEMENT�I\ `�-� g III t EASEM Nr I 16 r ^� DEDI ., " p " p I I 6 6„� � CR'� 0-"raC$ 'F' 06" �o I I ° 25 26)4( -68 a n 8 29 ” ¢ 1 2 A 3 oW cu- cu-°azw<a 3 V. C NSTALL SILT FENCE BY I \ ° �"� I O I " { i $FyzJ J C7 # I " I / �j' r Fza33w�N3Lzi,n7 HAND PRIOR TO CONSTRUC ON ��I I " p I .. ° ¢" " /1,10" LANDSCAPE EASEMENT--� �- CLE= — 10 DRAINAGE/MAINTENANCE WITH OPAQUE BUFFER — I I ' CO `~ r 16' CLEAR LEVEL PATH -- EASEMENT (PRIVAr U Z R SRWCQ ACCESS _.--- - 7rCtZWa r Manage $ NST SILT FENCE BY z " c 4» ' p E ' �� \ HANEPRIOR TO CONSTRUC110N 6 I o)57R%11 0 4" 1 I I 0 E V OAK TREES TO BE REMOVED = 96 �� ` "� s (2.05 �'� ��( �� ° ¢" ° ° ;10» I I W �' TREES TO BE RELOCATED 9 '`' `~-••-..� �,�rr� �-� 111 \J `� � tornwa erManBagement �:' �� ' �1 I /C _.� �" � I , „ Q o -o, �► '`"''tea \ \ " Area I s" I — ° 4» I I I z 22 a EXISTING TREE LEGEND 4„ OAKS — 68 TREES ���. \ '� (2.05 A.C) — — — _._. — — � — � � 1 � � s � �0y � O 0 6„ OAKS - 23 TREES e \ \ o -�r� — — _ _ _ - / 41 I O �" p� °o ° 8 OAKS - 12 TREES` \ �" I /� QLL = o I �00O \ \ \ \ L---10 DRAINAGE \ ( „ " �s 6 ' I I Q 00 Q C OAK TREE TO BE REMOVED 10" OAKS - 6 TREES I � I EASF.MEm I � o o „ ,. � Wow J 12�� OAKS _ 3 TREES \ I � � � o m Q c� •: g 14 OAKS 6 TREES \ A,`` � �' � I I � �Ds EASEM ° Q Z o O w '� \ I � WITH OPAQUE FFER Z ° OAK TREE TO BE RELOCATED 16" OAKS — 1 TRF„ NOTE: 265 LAUREL OAKS TO BE PLANTED IN \ I " �-- Z Z w TO BUFFER. NOTE: MAY BE E119 TREES UPLAND BUFFER 100 OF WHICH SHALL BE �, / \ + �� � o > ANY 4" OAK TREE; FIELD ' LOCATE MOST SUITABLE TREES. OAK TREES TO REMAIN MITIGATION TREES: 1 1 /2"dbh, MIN. 8' TALL. `� — / 1 � NQ, = 85 TREES TOTAL (SEE SEPERATE BIO—TECH PLANS) \ '`� —{ -- — 1— I " \ i I a E N rn �` `� `\ Z o EASE qtr S \ \ I / �,6I I I Q� w t MITIGATION TREE TO BE PLANTED W l Q 4" OAKS - 43 TREES 2 1 /2"dbh, MIN. 12' TALL6" OAKS - 23 TREES 1EASEMCE TOS `� I \ u/ I �o J C7 co CN 16 TOTAL " TO SRWCD r I ' Z 8 OAKS - 4 TREES \ � � W o 0 ~ 10" OAKS - 2 TREES ,�'\�/s� $" \ I I ( � W 12 > x \ ZQJ¢ ° OAK TREE TO REMAIN 12" OAKS - 4 TREES �'- 14" OAKS - 1 TREE Trac$' ' I , f -ca — �C COnSGNatiOn I r �� I GENCY o / CYPRESS TREE TO REMAIN 18" OAKS - 3 TREES WETLAND IMITS I ,- R#RANT -" w W 20" OAKS - 5 TREES \��/ 99 A.C) \. _ I ,.} �, 0 > N MAPLE TREE 0 E 85 TREES `\�s l cNo T REMAIN 24 „ - rn I ° ° " f —! j Z CYPRESS TREES TO REMAIN '3 Ei „ ii: 7 ' = 5 TREES TOTAL sO \\ \ 24 1fl' COATtaN ° 4 " ' ° ' Z N AREA WHERE MIN. 265 LAUREL \ EASEMENT OVER /� 6„ / >' S REAR OF LOT —� L I „ h ti OAKS ARE TO BE PLANTED, 100 w 6 CYPRESS - 1 TREE y ,\ / - x3fl U OF WHICH SHALL BE MITIGATION A I S, w LITY w TREES 1 1 /2"dbh, MIN. 8' TALL 24" CYPRESS - 4 TREES. ( r U E 5 TREES �O \ \ 4" 6" (HA ,H EASEMENT MAPLE TREES 141 C `\` \ Utility rea 6" =7 TREES TOTAL REMAIN :o s�� \ \ A3 A �� o �I 4 i I NOTE: 4" MAPLE - 2 TREES "Y s% ' �`' l� 15' LTTY \ \ EASEM o 4" 0 1. ADJUST GRADING AROUND TREES 6" MAPLE _ 4 TREES �k i - . 8d z TO BE PRESERVED IN ORDER TO 8" MAPLE 1 TREE" I J Q �/� Tract » . �' o Z _! MINIMALLY IMPACT EXISTING TREES. Ion 6„ p E7 TREEES �\ Cance \ Q 2. EXISTING TREES TO BE REMOVED � �� � 99 ) % _ 4 ( MAY BE RELOCATED TO THE EAST A p > O � " PROPERTY LINE BUFFER AREA. O\ MITIGATION / REPLANTING REOUIR PROTECTED TREES (4" TO 9") TREES TO BE REMOVED: REPLACEMENT TREES: (1 1 /2"dbh, MIN 8' Ht) SPECIMIN TREES (10" OR GREATER) TREES TO BE REMOVED: REPLACEMENT TREES: (2 1 /2"dbh, MIN. 12' Ht) \ \ I Q L7 6 „ " l W 0 Z '\ \ w]iQ Ld w CL NDSCAPE EASE ENT \ � p WIl'H aP QUE Bu \ 9 f \ II I 0 96 Ld TOTAL MITIGATION TREES PROPOSED: 100 1 1 /2"dbh, MINIMUM 8' TALL LAUREL OAKS 16 2 1 /2"dbh, MINIMUM 12' TALL LIVE OAKS �(nz J0� "O S / !14 m W =)> G,, \s\ \1 �0Fx \ \ ~ z ; c 'A Z V\ A S EASEMENT " .-I \ ! 'cm TO RWCD . ! �) JOSEPH W. SCH E V� FL REG. NO. 048 18„ . Tract 'E' ' ❑JODAH 8. I 96 ❑ AM PN3 O ODRD Cons N0 REG. N .576 5 !' \ I O � 14” 12' 20` " ATE: FES 27 8 \ ° 0 18" !' SHE i L 1 2\ 20" 18, 1 " PROJECT - 1 J 04-060 J 2.5' PROPERTY LINE VIRBURNUM AWABUKI RELOCATED_/ OAK TREE _ 35• }7. .,AW OHW OHM" OHw REQUIRED 1/35 LF RELOCATED OAK TREES x 805 LF = 23 RELOCATED OAK TREES 1/2.5 LF VIRBURNUM AWABUKI x 805 LF = 322 VIRBURNUM AWABUKI SECTION 10' LANDSCAPE EASEMENT OPAQUE BUFFER EAST PL BUFFER LANDSCAPE REQUIREMENTS SECTION PROPOSED TOTAL RELOCATED OAK TREES 1/35 FEET 23 TOTAL VIRBURNUM AWABUKI 1/2.5 FEET 322 NOTE: 1. EXISTING .TREES TO BE REMOVED MAY BE RELOCATED TO THE EAST PROPERTY UNE BUFFER AREA. LANDSCAPE MATERIAL STANDARDS & NOTES (1) QUALTTY. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART 1 AND PART II, STATE OF FLORIDA. (2) DROUGHT TOLERANCE REQUIREMENTS. A MINIMUM OF FIFTY (50) PERCENT OF TOTAL CUMULATIVE LANDSCAPE PLANT MATERIAL USED TO MEET THE PROVISIONS OF THE I.R.C. L.D.R., CHAPT. 926, SHALL BE 'VERY DROUGHT TOLERANT," AS CLASSIFIED AND LISTED IN THE MOST RECENT EDITION OF THE "SOUTH FLORIDA WATER MANAGEMENT DISTRICT XERISCAPE PLANT GUIDE." (3) TREES (A) CANOPY TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN GREATER THAN FIFTEEN (15) FEET IN DIAMETER. (B) PALMS SHALL BE CONSIDERED 1/3 OF A TREE AND, - IF USED, THEY SHALL CONSIST OF NO MORE THAN FIFTY (50) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. ADDITIONALLY, 3 PALMS = 1 CANOPY TREE . (C) TREE SPECIES SHALL BE A MINIMUM OF TEN (10) FEET OVERALL IN HEIGHT AND TWO (2) INCH CALIPER AT THE TIME OF PLANTING. (D) AT LEAST FIFTY (50) PERCENT OF ALL NEW REQUIRED TREES SHALL BE OF A NATIVE SPECIES, AND AT LEAST 50% OF ALL TREES SHALL BE RATED "VERY DROUGHT TOLERANT." (E) 6 (SIX) DIFFERENT TREE SPECIES ARE REQUIRED (4) GRASS. GRASS AREAS MAY BE SODDED, PLUGGED, SPRIGGED OR SEEDED, EXCEPT THAT SOUD SOD SHALL BE USED IN SWALES OR OTHER -AREAS SUBJECT TO EROSION. SEED, WHERE USED, SHALL BE OF A VARIETY THAT WILL PRODUCE COVERAGE WITHIN NINETY (90) DAYS FROM SOWING. (5) SHRUBS/ HEDGES: (A) 50% OF ALL SHRUBS & HEDGES SHALL BE RATED 'VERY DROUGHT TOLERANT" (B) SHRUBS & HEDGES SHALL BE A MIN. OF 36" AT PLANTING. (C) HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C. (6) IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: (A) GRASS AREA SHALL BE IN HIGH USAGE ZONES. (B) TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. (7) IRRIGATION SYSTEM SHALL. BE EQUIPPED WITH A MOISTURE SENSING CONTROLLER (8) THE CONTRACTOR SHALL ATTEMPT TO PRESERVE AS MANY EXISTING TREES AS POSSIBLE AND FEASIBLE. TREES THAT ARE PRESERVED MAY BE CREDITED TOWARDS THE SITE TREE REQUIREMENT IF THEY MEET THE ABOVE SPECIFCKnONS. (9) THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY SEEN FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. (10) ALL LANDSCAPE ISLANDS MUST BE BERMED. (11) ALL UNDERSTORY TREES TO BE MINIMUM 5' TALL (12) PALMS MUST HAVE 10' OF CLEAR WOOD. (13) ALL OPAQUE FEATURES MUST BE AT FULL HEIGHT UPON INSTALLATION 149.35' RELOCATED OAK TREE - PLACE AT WEST LIMITS OF EASEMENT TO AVOID OVER HEAD ELECTRIC 10' LANDSCAPE EASEMENT OPAQUE BUFFER NOTES: TREE PROTECTION. __ _•�_��__ - (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT r_..._._....._...___._:_W......__ SYSTEMS OF EXISTING TREES. (D) FENCE / BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. :. .............:_::::-..._ ,,z—MASONS STRING Wf FLAGGED RIBBON CONTINUOUS AROUND EXISTING TREE BARRIER 2 ROWS TRUNK DIAMETER VARIES monT MASONS STRING W/ = FLAGGED RIBBON EXISTING TREE CONTINUOUS AROUND TRUNK DIAMETER BARRIER 2 ROWS ,_.......... NTS �r `iii . t J.c. �� i..zt `.: ,•y,• ��p�q>i\�,.�,iy..,r i r, q•� ri r� iivivr'ri. � d' �� � ■ •�ii�ri��ri��i��i�`i���i�`ii���i��4`�i��ii�ii��i,��i,�i�i�i�` ��i�i�i�i�`i��i��i�`i"i�`i��i��i�i� i�`i ■ . � O J � �� J Q �� �� \� J Q O �� Q �� ��r��rOr\�rOr��rQr� ��r��rQrpr��rOrpr��rQr�� ' �i\�i • - � • r �i .�✓�i✓i0✓rgh4✓i riO4g4gq Oris - hOi • �i rirrri Ori ri ii ii �i ri O�\�\�Q,,Q,Q O,Oj,�\,,O,rO,� • — 2x2'S 4' O.C. PLACED TREE DRIP LINE, OR AT GE OF EXISTING/PROPOSED rAVEMENT (AS REQUIRED) TREE PROTECTION BARRIER 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED PAVEMENT (AS REQUIRED) �S i� L \ E0 ELEVATION NTS North GRAPHIC SCALE COVERED �iWITH 5 LAYERS OF • CARBONSECURED WITH 3/4- HIGH STEEL BANDS TO HOLD BATTENS IN PLACE DURING PLANTING AND GUARANTEE PERIOD. 'NAIL WOOD BRACES TO DIRECTED(3)2x4 WOOD BRACES STANDARD 8' LENGTH OR OTHER LENGTH AS 3" MULCH RING FERTILIZE WITH OSMOCOTE NDATIONS 12-12-12, .FORMULA 2x4x24" STAKE PAD BURIED 3" BELOW GRADE FILL AROUND BALL WITH SAND PALM PLANTING DETAIL 1/2" DIA RUBBER • OUBLE STRAND OF 12 GA. GALV WIRE AND MINIMUM 3 GUYS PER TREE. ON It � SET TOP OF ROOTBALL FLUSH WITH URROUNDING GRADE WHEN SETTLED. . TREE GRADE GROWN.THE II �iI DIA x 3" DEEP MULCH RING •■ OF GRASS NTH • ■ OF INSTALL ALL TREES W1 MILORGANITE OR AGRIFORM BACKFILL OIL AND WATER THOROUGHLY AT TIME OF DIAMETER OF • MIN TWICE ` OF ROOTBALL TYPICAL. TREE PLANTING DETAIL Jz - V -1 — — w — Cn Z -`t o " /�,� ` '�'l'� -, `, • Z I • I o I I - SIJ I - f PT = 1 I G1 � � (A I Im I o 1 I I I I II II I 60 _R/w -------------- ----- — I�� M ,� 1 f' � I cSD>SIrIL _----- ----- ------ --- 14 � ;uo 0 mO Ii >z I I I I I I Z W I s:;, -� � �' r I I l I I --I� � .•p I I crl I I �, '' I I cn CD 09 I i i tV I I W I �` I I I I i i i -�� T I I 00 r o z I I I I I I I I Fo I ( I I I I I g� r*11 1 1 P` M 0)o I I I I I I I I I I I I I I I I I -TIS I I I I I f L-------------1 I L--------1 L I I I I o a. nm �— — I ------------- — -- —J --- ----J ' D ( ----------I ►__ — - — -- -- --- -- 04.0 Vj' n m' OHW OHW' I OHW OHW i ^ —� j — — — — — — —Jr., w D / ? 'Tw v w OHW01IW OHW o►Iw�, •Cv L 4? l — — )IJO 1 OHW oHwCA x Tl cc -rl A v T-, { i i ► _ 11c - O 7 ► - n D 1co n _ —L1— �I -v- — — — ..1.iliii•4Z —own �. — — — �, EAST LINE QF THE NE 1�4 �I 01.43 i — —IF N 0 U g� colo N N II 1 4 -i � ao 2 W z W 000��o � w S�UWOWjr�'NS ~ww.,¢v�m3ow irw��aa��Fpw �r-d¢Zwpa4¢a~'3 Zai oaW��w�S Q: IYW p�ZWJQ� owx=�wWwZ3�m +� xi Z a33w�N3wV)a j Ucz J 0) J 4 PI L Q N Q � m D 0 LU J N o0�� d �to�o � z�WJ • Oma c;ow O > co N 0C\ C7 O Fr C\l ��W0 W Q~ti J Cz LL. y) wooer J m� Z¢ W ZgCOLL ED W Ww vC)>C-4 cr- � J cp a� ZN _ I; 0 u/I`_v ZLu -� W CL W F- ry Lu (n W 0.. LL_ aQILL. U — =) (n Zcl O m Z U Q Q Q 0 0 W --I > Z L` 0o>: r — L- �� >o _jQ U MF- _ LJ > o F F- Z Q Z J C� A V T R E E T i IV PAVEMENT WIDENIN P GozinCA LACON ISTREETtv — FLFL. RE W. SCHULXE REG. N0. 47048 I FL. REG. . 57 ❑ STODD M DATE: FEI 2 A &8 S EET —2 PRO T 0. 04- J 1\04-060 Kozlowski 18 Ac -Turtle Grove\04-060\dwg\Civil\Preliminary\AERIALi1X17.dwg, LAYOUT, 7/20/2007 10:06:06 AM, wcato, 1:1 ` SCHULKE, BITTLE & STODDARD, L.L.C. / TH E DRAWINGS ARE THE PROPERTY OF T, DRAWING 4060AERIAL MARK WHETHER THE PHROJECTIFOR DESIGNED DMF AERIAL CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING • EIWIRONMENTAL PERMITTING WHICH THEY ARE MADE IS EXECUTED OR NOT. °R USE FOR OTHER PROJECTS IS PERMITTED ONLY BY v DM CERTIFICATION OF AUTHORIZATION NO.: 00008668 WRITTE c mTRAcOWI CHECKED JWS INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960 ZED ENGIN1717 USE WI TBE PROSECUTED PURSUTHE SCALE AS NOTED o *COPYRIGHT LAWS. DATE 11/04/05 KOZLOWSKI n m _ SUBDIVISION -1 l --i r 00 �S ` a INDIAN RIVER COUNTY, FLORIDA r I { m O ` SCHULKE, BITTLE & STODDARD, L.L.C. / TH E DRAWINGS ARE THE PROPERTY OF T, DRAWING 4060AERIAL MARK WHETHER THE PHROJECTIFOR DESIGNED DMF AERIAL CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING • EIWIRONMENTAL PERMITTING WHICH THEY ARE MADE IS EXECUTED OR NOT. °R USE FOR OTHER PROJECTS IS PERMITTED ONLY BY DRAWN DM CERTIFICATION OF AUTHORIZATION NO.: 00008668 WRITTE c mTRAcOWI CHECKED JWS INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960 ZED ENGIN1717 USE WI TBE PROSECUTED PURSUTHE SCALE AS NOTED TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net *COPYRIGHT LAWS. DATE 11/04/05 REVISION DATE 1 LEGAL DESCRIPTION VWId THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SEC77ON 26, LYING NORTH AND EAST OF FOLLOW DESCR/B/ED LANDS; BEING AN EASEMENT AND RIGHT OF WAY 200 FEET /N WIDTH ACROSS SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH SIDE OF FOLLOW DESRIBED BASE LINE AS IN OFFICAL RECORD BOOK 194, PAGE 415, BEGINNING AT SOUTH EAST CORNER OF NORTHEAST 1/4 OF AFORESAID SECTION 26, RUN NORTH 4142'15" WEST 610 FEET, THENCE NORTH 5352'05" WEST 600 FEET, THENCE NORTH 7342'05" WEST 377.52 FEET, THENCE N 5350'05" WEST 92.13 FEET TO A POINT ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER CITY OF SEBASTIAN ORDINANCE 92-06•, NOW LYING IN INDIAN RIVER COUNTY, FLORIDA. CER77RED T0: 1) WAYNE KOZLOWSKI 2) SCHUKLE, B/TTLE & STODDARD, LLC CM FD " NO ID N 89'43'11 " W 1329.18' NORTH LINE OF THE SE 1/4 SEBASTIAN HIGHLANDS UNIT 13 1 80.90' GLADIOLA A VENUE - - - NFDI `` \ -- ------ _ - ----- ----------------------------'z ---- — - — - — - --- NO-1D1-- BL O lD1-- BLOCK 339, ' SEBASTIAN HIGHLANDS UNIT 1340.00,140.00': NW CORER OF PB 7, PG 82 THE NE 1/4 IR/CAP FD ' r NORTH LINE OF THE NE 1 1 � PLS #2391 /4 CM FD NE CORNER OF UNP �' LA TTED � a NO lD � THE ME 1/4 REPORT OF SURVEY.• • TYPE OF SURVEY- BOUNDARY. • SURVEYOR IN RESPONSIBLE CHARGE: DAVID TAYLOR P.L.S. 5243 \�� �, � 100 SMECT PROPERTY �- lot WETLAND\ 18.404 ACRESf O MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B, 4644 ODAREA=2550.2 S. F, \\ Z 1655 277H STREET, SUITE 2, VERO BEACH, FLORIDA 32960 IR/CAP SET ^ O 102 Q r PHONE (772) 564-0050 `� \� PLS #5243 103 lY •THIS SURVEY /S NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA �` `� W/ MESSI 104 \`� .��`- LICENSED SURVEYOR AND MAPPER, ADD17IONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT �\ ` ( 40� R/W OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES /S PROHIBITED WITHOUT WRITTEN ` I f05 `� Z PER PLAT CONSENT OF 7HE SIGNING PARTY OR PARTIES. ` IR/CAP FD w I t PLS20 # 3 2391 202 • HORIZONTAL CONTROL ACCURACY.• THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6.003(E) FAC) IS SUBURBAN, S THE MINIMUM RELA77VE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN `�` �9 �� 201 204 7500 FEET, THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC I �`-ys �, FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT�� zooIf- AREgInA�O 206 208 O • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, �� 9 `SO• ¢��4 E'` f MAILBOX£-; POWERPOL ES; DRIVEWAYS;. CULVERTS AND SIMILAR FEA TURES) HAVE A HORIZONTAL \ i ?��, `., Al S ¢ S,c- 205 207 209 212 FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • ACCURATE CONTROL VERTICAL 0 P US OR MINUS 0.05RFEET TIMESRTHE SQUARE ROOT OFOTHEHDIS� DISTANCE MILES, `T SITE IS�` I N 1 ?OS""x''`))62 �O hVCAP- 21 211 213 214 ` �` PLS ,2391 •VERTICAL FEATURE ACCURACY- ELEVA77ONS ON THE S17E (GROUND, PAVEMENT, INLETS, ETC.) HAVE A t\ �OJ 215 216 VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET. I �- •FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DA TE: 01/15/06 217 \ '9 • INE BEAR/NG BASE FOR 17-1/- SURVEY /S AS FOLLOWS: A) ASSUMED, B NORTH LINE OF THE NE 14, BETWEEN MONUMENTA77ON AS SHOWN. C3 THE BEARING BEING S 89'43'11" E. • ELEVATIONS ARE BASED ON THE NA7701VAL GEODE77C VER77CAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH CORNER 87TH ST, AND C.R. 510, 45'f SOUTH OF CENTERLINE 87TH AND 50'f WEST OF CENTERLINE C.R. 510, EL- 21.435. SITE BENCHMARK /S AS SHOWN, • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN, • THE PARCEL OF LAND SHOWN HEREON /S LOCATED IN FLOOD ZONE X AND AE PER FLOOD INSURANCE RA 7E MAP 12061 C0089 E, DA TED MAY 4 7H, 1989. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES • THE TRUE MEAN HIGH WATER LINE WAS NOT LOCATED IN CONFORMANCE TO CHAPTER 177 PART Il, THE COASTAL MAPPING ACT. IRC IRON ROD AND CAP LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM CONCRETE MONUMENT P. U, D. E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND 0. R• B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F. F. FINISH FLOOR ELEV. ELEVATION E, 0. P, EDGE OF PA VEMEN T R RADIUS L1 DEL TA L LENGTH I.D. IDEN77FICA TION SEC. SECTION TWP. TOWNSHIP RGE. RANGE CH. CHORD CHB. CHORD BEARING (C) CAL CUL A TED (M) MEASURED TIFF REFERENCE ' 5840P1.tif ABBREWA77ONS AND SYMBOLS 0 OAK (5 SANITARY MANHOLE PINE © DRAINAGE MANHOLE ww PALM ® WELL SHRUB HYDRANT wV ?Allh ah MAPLE D4 WATER VALVE ''��++'' WATER METER JoW CI77?USo CLEANOUT ELM CATCH BASIN r® CURB INLET MISC. 7REE RUV Q M REUSE WA TER VALVE BLOW -OFF IRV IRRIGATION VALVE P P PULL BOX ® YARD DRAIN cv GAS VALVE PROPOSED DRAINAGE azrAC 7N✓K (!!� FIRE DEPARTMENT ® SEPTIC TANK CONNECTION STOP LIGHT REUSE METER 219 �9� t \o 60, ` • �6+. 0� SEBAS77AN HIGHLANDS UNIT 11 O PB 7, PG 56 LZ L � I � `� \ • P SC,�2391 22s `IRIAP FD�� 234 I O `. 229 i 32J1 . %--, , �1 231 232 234 O ! 1* !V Off' ` 230 233 ' j I O `\ ` \ 235 I J p ` 232 1 231A ' I UNPLA TTED ` \• 233A I NOT INCLUDED % I m -Q- SIGN I % Z ��C:) i LIGHT POLE CONCHA DRIVE g NT FO � � � ® MAIL OR PAPERBOX i �to, \tel CMO p • SOUTHERN BELL BOX i % a,' oo NO l0� 1 � ¢ Q Q\ o I BLOCK 364 I I SEBASTIAN HIGHLANDS U CABLE TV BOX I (:% � ^ I O `a.3 POWERPOLE `�` r0\-� I I UNIT It J O IR/CAP FO I I C: -[�I- ELECTRIC BOX I `` PLS #2391 ' ' 30 DRAINAGE R/W ZZ -q- UNDERCOUND UTILITIES SIGN I I %� W U ® MONITORING WELL sv i SW CORNER OF THE \� � ' Ld SANITARY VALVE I NE 1/4 SECT70N 26-31-38 �\ �\ "i 1 ELKCAM WATERWAY W Q I� �• TELEPHONE MANHOLE _.--.— --- --- •--•--•--•--•--•--•--•--•--•— _ _S_ 89'55'3_6" W 1_32_7.4_6 ' (j)_ _ �. ® POST WOOD OR STEEL - -, -- -- -- -SOUTH LINE OF THE NE 1/4 - __.--.--•--•--•-- -- -- _- _- - -- -- - CM p -- - -- -- -- --i LLT Q cj� Q FX CONCRETE POWER POLE I NO ID I N TRANSFORMER PAD r SOUTHEAST CORNER OF BACKFLOW PRE THE NORTHEAST 1/4 OF O -D-- I , � r SECTION 26-31-38 POINT � N Q SPRINKLER HEAD I 1 I v Q OF BEGINNING CENTERLINE n I'K I OF EASEMEN T & RIGH T OF WAY J - Cv O 84 01 w.wwwwwwwwa...wwwwewwww.ww.wwww waw.w. ..w. ..wwwAw.pwl.. *.w..w No 4.0000w No w ww.nwrwww . ..www...I.l.wwwwpwl.ww�.w�wwww�w�.ww ww.ww.wnr w. \ l.IwwwwwwA.wwnwl.wwwawlww I GLADIOLA AVENUE o NT FDI ♦ \ ` wwww w w .r.ow.w w w wwww. w w wwwww w w owwee w w wwww w w wa..w w w a.e. w w wwwwe w. w w.r.wr w w waw w w wewww w w wewew. w w www. � « �� « �... �.,..,� ...,,�� — ,R,�� — �,� « — NO _ « « ' \ ` w_. w• wa.w w w wwwww w w wwwlww. w w 004040=1010 w w wwwww. w/ w wwe.ew w w wwieww. Wee, W oo I- BLOCK 339, 1 SEBASTIAN HIGHLANDS UNIT 13 4&W o.00 ♦ PB 7, PG 82 I NW CORER OF ``• THE NE 1/4 , N 89'43'11" W 1328.18' , S 89'43'11" E 1329.31' i CM FD NORTH LINE OF THE SE 1/4 • \ ` m/CAP M, NO ID `� �.PLS #2391 w NORTH LINE OF THE NE 1/4 CM FD NO ID NE CORNER OF �,,, UNPLATTED m a THE NE 1/4 cit p. , z DESCRIPTION �'` �� �, M/CAP SET .. PLS #5243 ,C4 WITNESS i THAT FART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, �'`. ���.,, c �s I / / ` t 1 �''�p0 � q � 1 LYING NORTH AND EAST OF FOLLOW DESCRIBIED LANDS; BEING AN \, ! �y , o 140' R/W EASEMENT AND RIGHT OF WAY - 200 FEET IN WIDTH ACROSS SOUTHEAST S0�IR/CAP FD BVBJE� Mx "a A � PER PLAT 1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH �,! �, PLS #2391 18.404 ACRES± SIDE OF FOLLOW DESRIBED BASE LINE AS IN OFFICAL RECORD BOOK 194, PAGE 415, BEGINNING AT SOUTH EAST CORNER OF[ NORTHEAST 1/4 `� OF AFORESAID SECTION 26, RUN NORTH 41°42'15" WEST 610 FEET,N-.. THENCE NORTH 53°52'05" WEST 600 rtxi, .� , THENCE NORTH 73°42' 05" `` � �?�s°o � s�` z3si � I WEST 377.52 FEET, THENCE N 53050'05" WEST 92.13 FEET TO A POINTd.'?'` ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF ��377�z•��� ' AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER�o°� CITY OF SEBASTIAN ORDINANCE 92-06., NOW LYING IN INDIAN RIVER o -\, Al, 2Q� cq COUNTY, FLORIDA. \ zco ABBREVIATIONS SURVEYOR'S NOTES BC CENNCCHH MAK I 1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF CBS CONCRETE BLOCK STRUCTURE { S 89'43'11" E ALONG THE NORTH LINE OF THE NE 1/4. CLCENTERLINE �" ALL uirtLx BEARINGS SHOWN ARE RELATIVE THERETO. CB CATCH BASIN I CONC CONCRETE ESMT EASEMENT { 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND EL ELEVATION EXISTING MONUMENTATION. EB ELECTRIC BOX E FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. o 3. jLn, itz HAS BEEN NO SEARCH OF THE PUBLIC RECORDS FH FIRE HYDRANT BY THIS FIRM. FD FOUND ID IDENTIFICATION 4. FIELD WORK COMPLETED ON JULY 12. 2004. IP 3/4" IRON PIPE UNLESS NOTED virsglAttuiL IR 5/8" IRON ROD UNLESS NOTED OT[ERWISE *a f 5. it LxL ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. FF runaim FLOOR FH FIRE HYDRANT 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X. AS GT GAS TANK j SHOWN ON F.E.M.A. MAP NO. 12061CO089 E. DATED 5/4/89. LP LIGHT POST j GUY GUY ANCHOR 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF IRS It WITH CAP SET, PLS #5243 RESIDENTIAL SURVEYS. PLS/RLS SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM j OHW OVERHEAD WIRES I 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL ORB OFFICIAL RECORD BOOK DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH PB PLAT BOOK CORNER 87TH ST. AND C.R. 510, 45'± SOUTH OF CENTERLINE PLT PLANTER 87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435. PC POINT OF CURVATURE SITE BENCHMARK IS AS SHOWN. PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT I PP POWER POLE PT POINT OF TANGENCY I WM WATER METER SMH SEWER MANHOLE TSP TRAFFIC SIGNAL POLE { RS REGULATORY SIGN j TMH TELEPHONE MANHOLE { TJB TELEPHONE JUNCTION BOX CMP CORRUGATED METAL PIPE WV WATER VALVE SV SEWER VALVE DMH DRAINAGE MANHOLE I PE Pool SEWER PAD LEGEND VALVE j 9 ELECTRIC BOX f 0 DRAINAGE MANHOLE C3 FIRE HYDRANT E- GUY ANCHOR + ® TELEPHONE BOX I -o- POWER POLE CURB INLET a= TRAFFIC SIGN 0 WATER METER LIGHT POLE OQ TELEPHONE MANHOLE G SEWER MANHOLE WELL TREE (UNKNOWN SPECIES) SHRUB OAK TREE (SIZE NOTED) DA M:. T, DATE PROFESSIONAL LAND SURVEYOR CYPRESS TREE STATE OF FLORIDA REGISTRATION # 5243MAPLE TREE THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL PINE TREE RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR `I SEBASTIANHIGHLANDS UNIT 11 N • ,j, ,� "" 0 B 7, PG 56 . I _ I ' NCO is o• o , o I •i �� os Jp64 � •` Bp -Oj*� aoON� r4j<,''' IR/CAP FD i LS #2391 I 00 , I` o b lb o � UNPLATTED • NOT INCLUDED �.ww�wrNow w w www -.w wwwww w No ww..w.e NT FD — _ --- _ CONCHA DRIYE — ^ _ __*NO ID "'c www.w�w�ww.w.ww�wwrwww wwwrwww�� I ,(BILOC] 364 SEBASTIAN HIGHLANDS UNIT 11 I ID/CAP FD 30' DRAINAGE R ` { , PIS #2391 T SW CORNER OF THE NE 1/4 SECTION 26-31-38 ---- --- --- --- --- _.-_.__.__.^- __ S_ 89'35'36" W 1327_46' -- -- -- -- SOUTH LINE OF THE NE 1/4 _.__.__.__.__.__.__.__.__.__.__.__. _.--._-•- CM www NO ID i I v { I �v =CAM WATERWAY wwwwew w w wwwww in w 09.000 w w .w.w..w w w ewe SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 26-31-38 POINT OF BEGINNING CENTERLINE OF EASEMENT & RIGHT OF WAY BOUNDARY/TOPOGRAPHIC SURVEY CERTIFIED T0: WAYNE KOZLOWSKI SCHUL, BITTLE & STODDARD, L.L.C. REVISIONS BY' y I .ADDED TREES & WETLANDS CCB 4L"04. % DRAWN 1 CCB CHEMM DIST DATE 05/11/04 rx 1"=100' .JOB NO. 04-1124 1 3 \ OF 'SHEETS,/ �C) CO 0I to j i d CQ "'. oe f� w O . . z a P4 P4 DRAWN 1 CCB CHEMM DIST DATE 05/11/04 rx 1"=100' .JOB NO. 04-1124 1 3 \ OF 'SHEETS,/ *40 FEDERAL EMERGENCY MANAGEMENT ASSC. FH FIRE HYDRANT FD FOUND ID IDENTIFICATION IP 3/4" IRON PIPE UNLESS NOTED OTht n or izr: IR 5/8" IRON ROD UNLESS NOTED v x nr n*,wx- FF r 11,11rs FLOOR FH FIRE HYDRANT GT GAS TANK LP LIGHT POST \ ' GUY ANCHOR IRS IR WITH -CAP SET, PIS #5243 a SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM OHI► OVERHEAD WIRES ORB OFFICIAL RECORD BOOK PB PLAT BOOK PLT PLANTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PP ,r u' n r..tt POLE PT POINT OF TANGENCY WM RATER METER SMH SERER MANHOLE TSP TRAFFIC SIGNAL POLE RS REGULATORY SIGN TMH TELEPHONE MANHOLE TJB TELEPHONE JUNCTION BOX CMP CORRUGATED METAL PIPE WV WATER VALVE SV SEVER VALVE DMH DRAINAGE MANHOLE SCO SERER CLEANOUT PE POOL EQUIPMENT PAD 1 4 ' N ` ♦ \ I ♦ \ I 1 ♦ I ♦ ♦ 1 I ! ABBREVIATIONS BM (C) BENCH MARK CALCULATED CBS CONCRETE BLOCK STRUCTURECL ! CB CONC CENTERLINE CATCH BASIN CONCRETE ! I ESMT EB EASEMENTEL ATION ELECTRIC BOX I FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. FH FIRE HYDRANT FD FOUND ID IDENTIFICATION IP 3/4" IRON PIPE UNLESS NOTED OTht n or izr: IR 5/8" IRON ROD UNLESS NOTED v x nr n*,wx- FF r 11,11rs FLOOR FH FIRE HYDRANT GT GAS TANK LP LIGHT POST GUY GUY ANCHOR IRS IR WITH -CAP SET, PIS #5243 PLS/RLS SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM OHI► OVERHEAD WIRES ORB OFFICIAL RECORD BOOK PB PLAT BOOK PLT PLANTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PP ,r u' n r..tt POLE PT POINT OF TANGENCY WM RATER METER SMH SERER MANHOLE TSP TRAFFIC SIGNAL POLE RS REGULATORY SIGN TMH TELEPHONE MANHOLE TJB TELEPHONE JUNCTION BOX CMP CORRUGATED METAL PIPE WV WATER VALVE SV SEVER VALVE DMH DRAINAGE MANHOLE SCO SERER CLEANOUT PE POOL EQUIPMENT PAD 24" CMP N.INV=7.50' S.INV=7,04' 0 41 �4 4 4 4 +� + �h +l G + �g 10„ 4� or 4� +0� ti4� tiR, Dr. + Q 24" 24» t DITCH �(��/'��M.J��j�' a" ,�o°� tip• �,. 04" 04" r rl� 310" " 04" 08" y A � d� + °° 4" 4 06" 04„ 04» 06" SURVEYOR'S NOTES 1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF S 89'43'11 E ALONG THE NORTH IJNE OF THE NE 1/4. ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND EXISTING MONUMENTATION. 3. 1 rl um HAS BEEN NO SEARCH OF THE PUBLIC RECORDS BY THIS FIRM. 4. FIELD WORK COMPLETED ON JULY 12, 2004. 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. 1 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS SHOWN ON F.E.M.A. MAP NO. 12061CO089 E, DATED 5/4/89. 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF RESIDENTIAL SURVEYS. 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH CORNER 87TH ST. AND C.R. 510, 45't SOUTH OF CENTERLINE 87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. REVISIONS BY 1 �38" PIPE S,INV=11.93' 1 �1 DITCH » �•/ +,�n�' rye rZ 11 �4 0 ly'ti W � �°a . � F 1 + c iX W A-1 �. 4» 4» co �E_ 0 " ?I0 4" 4'rn 00 E-14„ i .ADDED TREES 6" & WETLANDS CCB ° 044,1 04" 4,8 ° $„ , 7,1 / „ \ + 1 �i'� 0411 10 06/r " `./4 4" 6" io6" +'N . 8 + 6»0 `t 4» 04#p a'ti° ' 4" 6,06 � CQ +%ql 04" 8 ° 06" Gp" 4" 0" �" o) 60 06" 4&. 04" 04- @4- 04' 06" 06 11 04" " T PRu'a 4L.Aa i 4"�1 m 4 64. ,ti. .' 12 6'004 CITRUS GROVE » 47V- �` 4" Q)6" 0 c o P- � h 4 t:.r'4 �:i` 4l 4"�'y�1�0" + 04' e ti..J � • 6 "° 16� a,yh• 04" 06" x:16 r��~ $ 4r'6n 4 _ lb + �0 6 04„ 04"4» ii' - . V 04" :D cn -' 6 �8" tion 0 V d 2 +�°c9 ) O _ 02 1+1 24" ,o + ti 6 g'�r,g" 04" 8 8 O 0 �.2� �► \ Ona X40 tiQ4a ,�° + 11." * cn 4�I1�,� „ �� 04 04 24 811 4 6" °na 4 6» » 104„ cn cSs� 61. 4 �+6 Q� eel 41^^ ro°26» +�° 4 0 1,»16" �80 1-40 4" N� +� 04" 4 O w .41 +.''• 4,0 4,1 4 P4 C—o CO ♦ � '��' �,� Q �. " +ti's. � Ay W llb ,1 Q 611 Qql 4" ;� g 11+.� \ p» E-4 cn. ♦ ♦ Q� 4" 1J- rf 04" 40 co ro xx Mllvp12 ♦ * 14'- �. * 10 ♦ ° �^ °`�6 DRAWN a ao• *� CCB ♦ � 4� �� giE't�iCED 4 10' DMT \ DATE 20 05/11/04 „ UUALt 1"=60` ° 14" 1 2 11 JOBNO. \ r 12" o„ „ 04-1124 BOUNDARY/TOPOGRAPHIC SURVEY 1 12» CERTIFIED TO: ` ° WAYNE KOZLOWSKI �rL� 48"" SCHULKE, BITTLE & STODDARD, L.L.C. 8 ` 2 3 r SHEETS I f ! C ! ! LEGEND i C>a VALVE ® ELECTRIC BOX Q DRAINAGE MANHOLE I I3 FIRE HYDRANT E-- GUY ANCHOR I ® TELEPHONE BOX —o— POWER POLE I � CURB INLET -cr TRAFFIC SIGN I Q WATER METER k LIGHT POLE i TD TELEPHONE MANHOLE Q SEW MANHOLE I WELL I TREE (UNKNOWN SPECIES) SHRUB I OAK TREE (SIZE NOTED) I CYPRESS TREE ! MAPLE TREE j PINE TREE I I t 24" CMP N.INV=7.50' S.INV=7,04' 0 41 �4 4 4 4 +� + �h +l G + �g 10„ 4� or 4� +0� ti4� tiR, Dr. + Q 24" 24» t DITCH �(��/'��M.J��j�' a" ,�o°� tip• �,. 04" 04" r rl� 310" " 04" 08" y A � d� + °° 4" 4 06" 04„ 04» 06" SURVEYOR'S NOTES 1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF S 89'43'11 E ALONG THE NORTH IJNE OF THE NE 1/4. ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND EXISTING MONUMENTATION. 3. 1 rl um HAS BEEN NO SEARCH OF THE PUBLIC RECORDS BY THIS FIRM. 4. FIELD WORK COMPLETED ON JULY 12, 2004. 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. 1 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS SHOWN ON F.E.M.A. MAP NO. 12061CO089 E, DATED 5/4/89. 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF RESIDENTIAL SURVEYS. 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH CORNER 87TH ST. AND C.R. 510, 45't SOUTH OF CENTERLINE 87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. REVISIONS BY 1 �38" PIPE S,INV=11.93' 1 �1 DITCH » �•/ +,�n�' rye rZ 11 �4 0 ly'ti W � �°a . � F 1 + c iX W A-1 �. 4» 4» co �E_ 0 " ?I0 4" 4'rn 00 E-14„ i .ADDED TREES 6" & WETLANDS CCB ° 044,1 04" 4,8 ° $„ , 7,1 / „ \ + 1 �i'� 0411 10 06/r " `./4 4" 6" io6" +'N . 8 + 6»0 `t 4» 04#p a'ti° ' 4" 6,06 � CQ +%ql 04" 8 ° 06" Gp" 4" 0" �" o) 60 06" 4&. 04" 04- @4- 04' 06" 06 11 04" " T PRu'a 4L.Aa i 4"�1 m 4 64. ,ti. .' 12 6'004 CITRUS GROVE » 47V- �` 4" Q)6" 0 c o P- � h 4 t:.r'4 �:i` 4l 4"�'y�1�0" + 04' e ti..J � • 6 "° 16� a,yh• 04" 06" x:16 r��~ $ 4r'6n 4 _ lb + �0 6 04„ 04"4» ii' - . V 04" :D cn -' 6 �8" tion 0 V d 2 +�°c9 ) O _ 02 1+1 24" ,o + ti 6 g'�r,g" 04" 8 8 O 0 �.2� �► \ Ona X40 tiQ4a ,�° + 11." * cn 4�I1�,� „ �� 04 04 24 811 4 6" °na 4 6» » 104„ cn cSs� 61. 4 �+6 Q� eel 41^^ ro°26» +�° 4 0 1,»16" �80 1-40 4" N� +� 04" 4 O w .41 +.''• 4,0 4,1 4 P4 C—o CO ♦ � '��' �,� Q �. " +ti's. � Ay W llb ,1 Q 611 Qql 4" ;� g 11+.� \ p» E-4 cn. ♦ ♦ Q� 4" 1J- rf 04" 40 co ro xx Mllvp12 ♦ * 14'- �. * 10 ♦ ° �^ °`�6 DRAWN a ao• *� CCB ♦ � 4� �� giE't�iCED 4 10' DMT \ DATE 20 05/11/04 „ UUALt 1"=60` ° 14" 1 2 11 JOBNO. \ r 12" o„ „ 04-1124 BOUNDARY/TOPOGRAPHIC SURVEY 1 12» CERTIFIED TO: ` ° WAYNE KOZLOWSKI �rL� 48"" SCHULKE, BITTLE & STODDARD, L.L.C. 8 ` 2 3 r SHEETS �+ a � n t:1 a n MATCH W/ smm? 2 i J � 09 ZV + M O ° Yr0 � + W n N rr QD C) + g? a 03 DITCH a, f o ►- °P-4 r + DITCH ENDS r ° w r r n k cp �� 1 Fsp g�.9 gs rg Fal �s� �. 'O •cS rsir6. p r�� g .Tc� r rg + s " r '�=sr 12 CMP 12" CMP Q, 2g r�c9 to 'q g`'S - r o N.INV=13.72' N.INV=13.48` s : S U ` I pp Ci S.INV=13.60' S.INV=14.02' �f4a'�' w _ o 0 �k ire k SITE BENCHMARK �, TOP CM= 17,47, po' 40' DRAINAGR R/W n � � n rca x +� � °' ' m w' y *7muNi PR11i A."%&I 7jt�yH 1Z,,JJ `f tn, 1 l(A C / ENTER 0 16" CMP n „ N.INV=15.51' CULVERT S.INV=15.69' E.INV=12,48' ° / r v ��?s�S, os I +srr o W,INV=12.49' �--J �r �� 9g�tirsr� rog��re��ds ✓�, r, "r ASPHALT ROAD�, _ ... — e� f cP rsl��o lsgsr� rpg 1sys��r LACONLI STIM .•��; e—�a'so� + s� sg ���� o� �� 1 a �� re ® sj f� ��r'�e re iso `�yj ° s �+ --J � •cel .a�1dg � ,%g•`�g 12" CMP 12" CMP 12" CMP 12" CMP p 16" CMP N.INV=14,32' N,INV=25.00' N.INV=15.10' N.INV=15.35' N.INV=15.59' S.INV=14.26' S.INV=14,85' S.INV=15.10' S.INV=15.25' x S.INV=15.56' 18" CMP N.INV=15.66' 'r S.INV=15.92' U 11 II A SEBASTIAN HIGHLANDS UNIT 11 } PB 7, PG 56 xv4 'l +rl �s xo A + 0 / o co co 1 a o rn CD cocq �z(ii 10 z vi H rg Icp r Ir co 19 .r d`9 g -c9 62 C., F?r$ SURVEYOR'S NOTES 1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF S 89'43'11" E ALONG THE NORTH LINE OF THE NE 1/4. ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND EXISTING MONUMENTATION. 3. LrnLnr. HAS BEEN NO SEARCH OF THE PUBLIC RECORDS BY THIS FIRM. 4. FIELD WORK COMPLETED ON JULY 12, 2004. 5. arm" ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS SHOWN ON F.E.M.A. MAP NO. 12081CO089 E, DATED 5/4/89. 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF RESIDENTIAL SURVEYS. 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH CORNER 87TH ST. AND C.R. 510, 45'f SOUTH OF CENTERLINE 87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. :��i�: •� BM BENCH MARK (C) CALCULATED CBS CONCRETE BLOCK •IA%V I vxu& CL CENTERLINE CB CATCH BASIN CDNC CV'14-w-t ,lt ESMT EASEMENT EL ELEVATION EB ELECTRIC BOX FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. FH FIRE HYDRANT FD FOUND ID IDENTIFICATION IP 3/4" IRON PIPE UNLESS NOTED G i nza tt iau, IR 5/8" IRON ROD UNLESS NOTED 0, L n ,n tcI FF FINISH FLOOR FH FIRE HYDRANT GT GAS TANK LP .LIGHT POST GUY GUY ANCHOR IRS IR WITH CAP SET, PLS #5243 PLS/RLS SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM OHW OVERHEAD WIRES ORB OFFICIAL RECORD BOOK PB PLAT BOOK PLT PLANTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PP POWER POLE PT POINT OF TANGENCY WM WATER METER SMH SEWER MANHOLE TSP TRAFFIC SIGNAL POLE RS REGULATORY SIGN TMH TELEPHONE MANHOLE TJB TELEPHONE JUNCTION BOX CMP CORRUGATED METAL PIPE WV WATER VALVE SV SEWER VALVE DMH DRAINAGE MANHOLE SCO SEWER CLEANOUT PE POOL EQUIPMENT PAD LEGEND >a VALVE ® ELECTRIC BOX 0 DRAINAGE MANHOLE IC FIRE HYDRANT E-- GUY ANCHOR ® TELEPHONE BOX —o— POWER POLE CURB INLET TRAFFIC SIGN 7 RATER METER k LIGHT POLE O TELEPHONE MANHOLE (S) SEWER MANHOLE WELL TREE (UNKNOWN SPECIES) SHRUB OAK TREE (SIZE NOTED) 0 %, l r'az,I TREE MAPLE TREE PINE TREE BOUNDARY/TOPOGRAPHIC SURVEY CER'nr a;D T0: WAYNE KOZLOWSKI SCHULKE, BITTLE & STODDARD, L.L.C. REVISIONS BY LADDED TREES do WETLANDS CCB \ 7.11=i J crj �o � c° I 0) � I co m o� • I to I O CQ U :v, � W x� z P-4LLJ aw CQ �acl) n cn 0 P4 0 Zv�A � o to _1 Pk CQ Q04 E -I M a W� max- U 0*2 O� � DRAWN � CCB CHECKS DY7 DAIS 05/11/04 tK:N.k 1'=60' JOB N0. 04-1124 8FL� f' 3 3 81 EE I J —1 — k MA TCHLINE iqa� nn- —" \1 q3 — - 7- �\g b O _ — � \e'�o � � , � �� ,war a�Anav SWALE ')0'tq 51010080' RZ0 62+00 l SOUTH LINE OF SEC770AI 26-31-38 05 i k vA— / k F^ .'t�.. �aT., r7 O 20 qa PLAT OF SURVEYFOR: Z I� W I fi I fi I I Report of 5urvecs: * TYPE OF SURVEY: TOPOGRAPHIC * THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE, * STODDARD, INC. 1717 INDIAN RIVER BLVD. VERO BEACH, FLORIDA 32960 * PROFE55IONAL SURVEYOR t. MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #44gO * THE EXPECTED USE OF THE LAND, AS CLAS51FIED IN THE MINIMUM TECHNICAL STANDARDS (61617-6, FAG) 15, SUBURBAN,. THE MINIMUM RELATIVE ACCURACY FOR THI5 TYPE OF BOUNDARY SURVEY 15 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF T14I5 ACCURACY REQUIREMENT. * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAG. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 1/14/07 * THE BEARING BASE, FOR THIS SURVEY 15 A -GRID: BEARING. OF SQO IW6 , W. AS SHOWN ALONG THE WEST LINE OF SECTION 25, TWP 31, RGE. 38E, BASED ON NAD '83/ Igg0 ADJUSTMENT FOR FLORIDA EAST ZONE, q01. * TH15 SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE 15 EXPRE55ED OR IMPLIED. * UNLESS A COMPARISON 15 SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION 15 AS PROVIDED BY THE CLIENT. * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF Ig2q. THE PRIMARY BENCHMARK 15 A P/K NAIL DISK AT THE S.W. CORNER OF 5ETION 25-31-3B. ELEV.=iq.73' *STATIONING FOR G.R. 510 IS BASED ON THE STATE OF FLORIDA, STATE ROAD DEPT. RIGHT OF -WAY MAP. PLAT BOOK #11, PAGE 31. (SECTION # 88510) (ROAD #5-510) a GRAPHIC SCALE 30 0 /5 30 60 120 im LE A I I .�r s ,,, ��,. r : -.., ,�, , W FEET ) I inch = 30 ft. I Legend E Abbreviations: (symbols not scaleable for size) — --sits= 5'3 — — — — E- - GUY WIRE 24, � -'9 ,_. �' PLS - PROFESSIONAL LAND SURVEYOR a�st4&3 _ PSM - PROFE55IONAL SURVEYOR * MAPPER `� - WOOD UTILITY POLE SWALE LB - LAND SURVEYING BU51NE55 - TELEPHONE SERVICE C. o R - RADIUS ERLINE ® = ELECTELECTRIC BOX 1 gg\ �g5L - LENGTH LIGHT POST (, ,, .._ . - ,>,1 .-�• .:- .. « �.�:. - - �' --..M, ��,? DELTA ANGLE WELL E/P - EDGE OF PAVEMENT V - HYDRANT ' B/C - BACK OF CURB - GATE VALVE y3, ""' '/� 9b 64+00 I —��g91 65+00 B.M. - BENCHMARK - IRRIGATION VALVE Cm r METER PA VED ROAD SOUTH) LINE OF SECON 25-31-38 POB - POINT OF BEGINNING MST - SANITARY MANHOLE g•b8 o _ PERMANENT CONTROL POINT PGP _ SANITARY SERVICE ® ® IC - PERMANENT REFERENCE MONUMENT (PRM) - SEPT TANK sEcnoro coRNER \9�6 f\°1A" ,c�a� o C - IRON PIPE (IP) - DRAINAGE MANHOLE STA: 63+03.10I c O' - IRON ROD * CAP (IRC) ® CURB INLET oFFsET.• 000 R 15 y� 0�, ID - CONCRETE MONUMENT (CM) ® - SURFACE INLET dw=� ,�,.-- _ ._- -^� �\1 0 FD - FOUND © - MITERED END SECTION VV �18g3 I '�`g3 F F. - FIN15HU FLOOR -� - STRCEET SGND�INAGE IPALM TREE W/ DIA. I - OAK TREE W/ DIA. TYPE: TOPOGRAPHIC PROJECT# 06-159 CONCHA � �n. DATE: 1/14/07 F.B. PG. TOPOGRAPIHC SU- w- VEYFOR LAC`ONIA ST. & C Irl (.� !�1 1� DRAWNBY.• E.J.H. TO CR SI 0,ALONG THE T��S T S�.DE OF LA TE�'AL C CANAL C C D BY. S.A.H. SCALE. 1 "--30' SHEET.• 1 OF 3 REVISIONS HOOIOW � v�o JJ J�'THIS SURVEYIS NOT VALID WITHOUT THE SffikA� AND THE ER= BM I ffOfflffD� ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR PROFESSIONAL LAND SURVEYORS & MAPPERS AND MAPPER NAMED BELOW. i � t Cerdfia* ofAutboriza oa : LB 6905 17171Man River Blvd - Suite 202 C Vero Beach Florida 32960 phone: (772) 794 - 1213 facsimile: (772) 794 - 1096HSBS e-mail:1b690S@bellsouth.net NO. DATE DESCRIPTION BY STUART A. HOUSTON,P.L.S.#4490 I I I I Z ( � I Z I �I f\g>O iqa� nn- —" \1 q3 — - 7- �\g b O _ — � \e'�o � � , � �� ,war a�Anav SWALE ')0'tq 51010080' RZ0 62+00 l SOUTH LINE OF SEC770AI 26-31-38 05 i k vA— / k F^ .'t�.. �aT., r7 O 20 qa PLAT OF SURVEYFOR: Z I� W I fi I fi I I Report of 5urvecs: * TYPE OF SURVEY: TOPOGRAPHIC * THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE, * STODDARD, INC. 1717 INDIAN RIVER BLVD. VERO BEACH, FLORIDA 32960 * PROFE55IONAL SURVEYOR t. MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #44gO * THE EXPECTED USE OF THE LAND, AS CLAS51FIED IN THE MINIMUM TECHNICAL STANDARDS (61617-6, FAG) 15, SUBURBAN,. THE MINIMUM RELATIVE ACCURACY FOR THI5 TYPE OF BOUNDARY SURVEY 15 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF T14I5 ACCURACY REQUIREMENT. * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAG. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 1/14/07 * THE BEARING BASE, FOR THIS SURVEY 15 A -GRID: BEARING. OF SQO IW6 , W. AS SHOWN ALONG THE WEST LINE OF SECTION 25, TWP 31, RGE. 38E, BASED ON NAD '83/ Igg0 ADJUSTMENT FOR FLORIDA EAST ZONE, q01. * TH15 SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE 15 EXPRE55ED OR IMPLIED. * UNLESS A COMPARISON 15 SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION 15 AS PROVIDED BY THE CLIENT. * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF Ig2q. THE PRIMARY BENCHMARK 15 A P/K NAIL DISK AT THE S.W. CORNER OF 5ETION 25-31-3B. ELEV.=iq.73' *STATIONING FOR G.R. 510 IS BASED ON THE STATE OF FLORIDA, STATE ROAD DEPT. RIGHT OF -WAY MAP. PLAT BOOK #11, PAGE 31. (SECTION # 88510) (ROAD #5-510) a GRAPHIC SCALE 30 0 /5 30 60 120 im LE A I I .�r s ,,, ��,. r : -.., ,�, , W FEET ) I inch = 30 ft. I Legend E Abbreviations: (symbols not scaleable for size) — --sits= 5'3 — — — — E- - GUY WIRE 24, � -'9 ,_. �' PLS - PROFESSIONAL LAND SURVEYOR a�st4&3 _ PSM - PROFE55IONAL SURVEYOR * MAPPER `� - WOOD UTILITY POLE SWALE LB - LAND SURVEYING BU51NE55 - TELEPHONE SERVICE C. o R - RADIUS ERLINE ® = ELECTELECTRIC BOX 1 gg\ �g5L - LENGTH LIGHT POST (, ,, .._ . - ,>,1 .-�• .:- .. « �.�:. - - �' --..M, ��,? DELTA ANGLE WELL E/P - EDGE OF PAVEMENT V - HYDRANT ' B/C - BACK OF CURB - GATE VALVE y3, ""' '/� 9b 64+00 I —��g91 65+00 B.M. - BENCHMARK - IRRIGATION VALVE Cm r METER PA VED ROAD SOUTH) LINE OF SECON 25-31-38 POB - POINT OF BEGINNING MST - SANITARY MANHOLE g•b8 o _ PERMANENT CONTROL POINT PGP _ SANITARY SERVICE ® ® IC - PERMANENT REFERENCE MONUMENT (PRM) - SEPT TANK sEcnoro coRNER \9�6 f\°1A" ,c�a� o C - IRON PIPE (IP) - DRAINAGE MANHOLE STA: 63+03.10I c O' - IRON ROD * CAP (IRC) ® CURB INLET oFFsET.• 000 R 15 y� 0�, ID - CONCRETE MONUMENT (CM) ® - SURFACE INLET dw=� ,�,.-- _ ._- -^� �\1 0 FD - FOUND © - MITERED END SECTION VV �18g3 I '�`g3 F F. - FIN15HU FLOOR -� - STRCEET SGND�INAGE IPALM TREE W/ DIA. I - OAK TREE W/ DIA. TYPE: TOPOGRAPHIC PROJECT# 06-159 CONCHA � �n. DATE: 1/14/07 F.B. PG. TOPOGRAPIHC SU- w- VEYFOR LAC`ONIA ST. & C Irl (.� !�1 1� DRAWNBY.• E.J.H. TO CR SI 0,ALONG THE T��S T S�.DE OF LA TE�'AL C CANAL C C D BY. S.A.H. SCALE. 1 "--30' SHEET.• 1 OF 3 REVISIONS HOOIOW � v�o JJ J�'THIS SURVEYIS NOT VALID WITHOUT THE SffikA� AND THE ER= BM I ffOfflffD� ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR PROFESSIONAL LAND SURVEYORS & MAPPERS AND MAPPER NAMED BELOW. i � t Cerdfia* ofAutboriza oa : LB 6905 17171Man River Blvd - Suite 202 C Vero Beach Florida 32960 phone: (772) 794 - 1213 facsimile: (772) 794 - 1096HSBS e-mail:1b690S@bellsouth.net NO. DATE DESCRIPTION BY STUART A. HOUSTON,P.L.S.#4490 1 � I I 1 MA TCHL/NE I g' I I � � 1 � ! I I I 1 I * *�• �p1'' zl of U i [ H I ! 1 $_N .too "logo zoo � l � 1-151 V 1 1 � I � I � i � * 1 1 �- It i I12 . } 125.00• I � f �- I �= I I -• I ( i I f ' I ( I X1 -•t I �,I I I !kli t I'll , ! fi � �•, t I � . OS H01�fi110. >L �q r - ti / I 4y � 8 i I if MA TCHUNE ! PLAT OFSURVEYFOR: 1018+00 1 \ \ , vp 14 MA TCHUNE\\ vA 5o \ 8 1027+00 Og \0\ *" ` *' ELKCAM WA TERWA Y SOU 7H UNE OF THE NORTH Ijl2 SEC71 26-31-38 _ SOU77-1 UNE OF THE NOR771 1/2 OF SECAON 25-31-38 \\� •` FO CONC. MON. ♦ I/4 CORNER STA: 1026+45.68 \ \ OFFSET: 0.00 R 20 0 ' SERAS27 DRAINAGE A Rli�-R 5� o D1S4T1CT -ASS E- I NT V \ O I V e \ I I 01 A. I - \ � I I � I I t I ! i I i I � I ! z I I I0 �Q I I I II IZ5.00' I I ry- I I ! '04 f490 I I i I ! ! I I i I I I I g fi ( I I 1 ! g ! i � ! I ! I T ! I I i I ! I I I I � g I E I I � I ! \ ! 4I I� t 1 ! t ! I ! ! � I t 1 I MATCHUNE ! i � 1018+00 I a Legend A Abbreviations: lsymbols not scaleable For size) PLS PROFESSIONAL LAND SURVEYOR E' - GUY WIRE PSM - PROFESSIONAL SURVEYOR * MAPPER `0- - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS 0 - TELEPHONE SERVICE -CENTERLINE - CABLE T.V. BOX R - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE ® - WELL E/P EDGE OF PAVEMENT° HYDRANT B/C - BACK OF CURB DQ - GATE VALVE B -M_ - BENCHMARK - IRRIGATION VALVE •- , - - - -1 POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING - SANITARY MANHOLE y 0 - PERMANENT CONTROL POINT (PGP) ® - SANITARY SERVICE IE PERMANENT - ON p P T (PREFERENCE MONUMENT (PRM) O - SEPTIC TANK ( ) - DRAINAGE MANHOLE ® - IRON ROD + CAP (IRC) - CURB INLET 0 - CONCRETE MONUMENT (CM) ® - SURFACE INLET FD - FOUND - 1 11 j =Kry END SECTION (M) - MEASURED - CONCEPTUAL DRAINAGE F.F. - FINISH FLOOR -,r- - STREET SIGN - PALM TREE W/ DIA. GRAPHIC SCALE 40 0 20 40 80 160 - - OAK TREE W/ DIA. TOPOGRAPHIC SURVEYFOR LACOIVLA ST. & CONCHA .DR. TO CR 510, ALONG THE WEST SIDE OF LATERAL C CANAL ffOLON, Z= BMS I ZMAM NE , PROFESSIONAL LAND SURVEYORS it MAPPERS Ccidffa ieofAuthor,za6m: LB 6905 1717fndian River Blvd - Suite 202 C Vero Beady Florida 32960 plow: (772) 794 - 1213 facs&c: (772) 794 - 1096 e-mail: Ib6905( bellsouth vet NO. DATE REVISIONS DESCRIPTION ( IN FEET ) 1 inch = 40 fig wo/ TYPE. • TOPOGRAPHIC PROJECT# 06-159 DATE: 1114107 F.B. PG. DRAWNBY E.J.H. CHECKED BY.- S.A.H. SCALE: 1 "=40' SHEET.- 2 OF THIS SUR VEYISNOT VALID Vi=OUT THESIGNATUREAND THE ORIGINAL RAISED SEAL OF THE FLORIDA .LICENSE`�33 'SU RVEYOR A7 -PER NAMED BELOW. _ - - BySTUART A. HOUSTON, P.L.S #4490 .. '000/ LUI / / LUI /O +\'b \AAo' \44-\AI&Ak '113, I - { l 01.d. KES - AW.=T35f' ,; ORIF = Z ° N 0. \ I V -t \A A I� (` -=11s2' LOT 12 LOT 17 m w - \ '�A30 AO; \ o I D P/K,; NAIL \ � - P QISK. {� �D FENCE SEBASTIAN HIGHLANDS \ ��-. LOT 13 UNIT I LOT 16 j` { PLAT BOOK 7, PAGE 56 \ - r I vv I r� LQ \ fLQ r \\ 44-J Qi LOT 14 LOT 15 \ • �\A3a = .\q� Ir AOS \ I 141A • F 6 : •:.,: '.::.... , \5 YES 1 V_ \ .•: � 1l���'CONLti..;:::. r. .19 AVK=4-268' r \�' \ �I � 1�• �A / /� ,( A 6g C/LWim— i f'� $p�-SWAIE---�. BENCHMARK A\AAVY. _ O FD P/K & DISK / C _;: ,... / �' E/P `� E/P O \ p ELEV.=14.15•:.,- .. ,� �.«r'.---,.:ax --'• ' aa,- O,. r. a \ . +\ q5 cn \ c\AIP A� _ \A _ S _— �� FD PA7g A 9 \A� \A\° DRI VE . 50 ,,' A� ... o . _ A 1 TAg \ r _fib E _ ,....... ,,A'lr CONCHA ° coxc. E YES 0 \ �—�j8; ANY.=9.75'iW=T26i �\ �1� CONC.� g3�1Yf!=i,f6' V , 1gORl:'-8— /� � AST _ � WALE 4-\\50 k\'L°5 \ i \ BASIN C") /1 �� \ \ - +\Agq 20" ' \ 31 `rte • 0 �if' \ \ ( \ LOT 1 LOT 2 LOT 3 aA � •\ \ 3p \55 +g 1� b NO \ °t\o \ \ 0 +g. 1 O\t +gg3 \ /4' \ +g' +gq3 \3Q- \u \ 1#2623, _ ¢. _ \ \ ' Vo* 4-4 r1" \ — _ MA TCHLINE\ \ \�� ' sos 00 0 10274-00 °ems\° \ +g5g ELKCAM WA TERWA Y SOUTH LINE OF THE NORTH V2 0 SEC770�/ 26-31-38 — _ _ SOUTH LINE OF THE NORTH 1/2 OF SEC77ON 25-31-38 \ \ FD CONC. MON. \ @ 1/4 CORNER STA: 1026+45.68 OFFSET: 0.00 R 20 O J SESA S 71 ORA/N,q ArV R/V4 { \\ 50° GE D/SI CT o { \ EASEREAIT cit \0A + \ { Z \ Z V \ I I Legend Abbreviations: (symbols not scaleable for size)i { PLS - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE { PSM - PROFESSIONAL SURVEYOR � MAPPER `- - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE { c - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH -LIGHTPOST 0 - DELTA ANGLE - WELL I E/P - EDGE OF PAVEMENT V - HYDRANT { B/C - BACK OF CURB D4 - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING OO - SANITARY MANHOLE { O - PERMANENT CONTROL POINT (PGP) ® - SANITARY SERVICE - IE - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK O - IRON PIPE (IP) O - DRAINAGE MANHOLE IRON ROD r! CAP (IRC) ® - CURB INLET El - CONCRETE MONUMENT (CM) W - SURFACE INLET FD - FOUND - MITERED END SECTION GRAPHIC S C ALE (M) - MEASURED - CONCEPTUAL DRAINAGE F.F. FINISH FLOOR STREET SIGN 120 - 0 t5 30 60 '" PALM TREE W/ DIA. • - OAK TREE W/ DIA.{ IN FEET) { I inch = 30 ft. + i� PLAT OF SUR Y L' Y FOR. TYPE: TOPOGRAPHIC PROTECT# 06-159 TOPOGRAPHKC S UR V EY FOR LA C� OATI A ST. & CONCHA CHA DR. DATE.- 1114107 F.B. PG. �^r �j DRAWNBY.• E.J.H. TO CR 510 AL ONG THE W ES T SIDE OF LA TERAL CCA ANAL CHECKED BY.• S.A.H. SCALE. • 1'--30' SHEET. 3 OF P, V1S OATiS MUM � &W= ���M � ��DDHD� NE THIS S�JRVEYISNOTVALID WITIIO�ITTIIE SIGNATTIREAND THE 9 �lI iii ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED STIR VEYOR PROFESSIONAL LAND SURVEYORS MAPPERS AN PER NAIVIEI) BELOW. Cerci aic ofAldorrmkoa : LB 6905 1717Indian Xiver`Bl d = Siete 202 C 794 Vero Beac$ Florida 32960 P-,1213 hone: 772 = 1213 facsimile: 772 794 - 1096 �l t �emai1:1b690S@bellsodhflct NO. DATE DESCRIPTION BYSTUART A. HOUSTON, P.L.S.#4490