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SCHOOL NO . 65 ULm PREPARED FOR z a ) Ltol COUNTY SCHOOL BOARD Q 1701RUDENTIAL DRIVE • JACKSONVILLE , FLORIDA 322070 ( 90 ) 390-2000 BOARD MEMBERS NANCY O . CORWIN , CHAIRMAN CHERYL G . DONELAN BILLY PARKER, VICE CHAIRMAN GWENDOLA W. JONES DON BUCKLEY STAN JORDAN GWENDOLYN E . GIBBON SUPERINTENDENT OF SCHOOLS LARRY L. ZENKE, Ed . D { ASSISTANT SUPERINTENDENT - FACILITIES Mrs . McGLADE L. HOLLOWAY �� 4tl0p °� PREPARED BY �� consulting aunt Design Engineers 11I 1 190m Corpopa�e Sq�eare 9$o�nledardl • Jnc➢ceonvil➢e, �➢oridla �2211c � (9�4D 52Y�299fls BHR PROJECT NO . : 25496 , . - _ -_... . 17 . _•, - - :. q. - .: .. - _ - _ - - - 1 .. r .. --, .--.. _ -..-. .. _-_ .. .. -�. _.. L - / a . -{. _ - ;- -..._ - - -. - - - - - a - - -.. - _ - .. - - 1. }�r .. '. - f- _ .. - - - _ - .. - - - - -. - .. - - .. ._ - , ,r. ., _ . `. .. - ._ - .. r..- "•• - - - - - - -- [31 ,.- - -. - .. - .: - :A .. _ .i ,. ., - .. .. .:. -.- / .- .. '- ,: - . .. . o - NOTES - - - A - -�.;­- _ ,. ..l ._..: . ,z . .. . �_,' ' ` . S. - . 4J, ­�::'��-._. .�.., I ... f . ' s , INDEX - 13' ; .: . .. is i - . .1 . . . . I � . . . . -_ - : .. - . I . -_ p.­ . - . '; ­ �,� .._..� ,.:.;.., �..­ - ­. ­ . . . - . . . . :-;, ., ,% _ _ ­ `- , 1 . I •- - OF I D . . �G _ - . . 0' .. - . - _ . . - ll­ .w __.. __.. . . - - ..: . -:. 1 ­1­ - .I ..- _� - - . - . - - - - __ .. � : . .­_ '.. . . . . . - . . . . ,. . - - _ z: - .. '-. _ - , UTILITIES DRAINAGE SHEET NUMBER DES RIPTI N � . - . ;. . . . . '. � � . . ., . - - I 1 AERIAL TOPOGRAPHIC INFORMATION PROVIDED `1;! - - - - - - -- - - - - - - - BY I . F . ROOKS & ASSOCIATES:, INC . PLANT CITY , - - - - - - - - >' - - - - - . i1 . FLORIDA . . . m is - . . I , :, 2 . EXISTING STORM DRAINAGE INFORMATION PROVIDED _ 41. BY NORTHEAST FLORIDA SURVFEYORS , JACKSONVILLE , 7. INDEX. Z � I I N ACCORDANCE WITH THE GENERAL CONDITIONS , I T FLORIDA . A SHEET Ili SHALL BE THE SOLE RESPONSIBILITY OF THE - . __ CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES , - 3 . THE BOUNDARY DELINEATED ON THE ENCLOSED PLAN IS NOT - - STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW A REGISTERED SUREVEYED BOUNDARY . THE CONTRACTOR WILL BE z ii: � .- THE -GROUND SURFACE . ALL DAMAGE RESULTING FROM RESPONSIBLE FOR PROVIDING A BOUNDARY' SURVEY I NCLUD. I NG 2. PRE-DEVELOPMENT. DRAINAGE PLAN . - { . THE CONTRACTOR ' S FAILURE TO COMPLY SHALL BE LEGAL DESCRIPTION WITH THE REQUIRED AS BUILT DRAWINGS . }•- I_ { REPAIRED AT THE .CONTRACTOR ' S EXPENSE . ' �' ` 4 . ALL GRADING AICD PLACEMENT� OF COMPACTED FILL �+ U �, MI N I iv1LJM COVER OVER PIPES SHALL BE 3f UNLESS SHALL BE I N ACCORDANCE WITH', THE RECOMENDAT i ONS .3� POST-DEVELOPMENT DRAINAGE PLAN ' OTHERWISE INDICATED . AND SPECIFICATIONS CONTAINED IN THE SOILS �,� � ' INVESTIGATION AND REPORT BY ELLIS . & ASSOCIATES , - p I` 3 . ALL UNDERGROUND UTLITY 'COMPANIES SHALL BE INC . . JACKSONVILLE , FLORIDA . CONTACTED AT LEAST 48 - HOURS P.R I OR TO COMMENCING 4. LIMITS OF GRADING AND ERflSIC�N CONTROL PLAN q �I .. CONSTRUCTION . 5 . ALL PIPE LENGTHS ARE APPROXIMATE DIMENSIONS , - .. y - �,. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO - - _ . f �- 4 . IT SHALL BE THE CONTRACTOR ' S SOLE CONFORM WITH TYPICAL SECTIONS AND DETAILS S - I RESPONSIBILITY TO EMPLOY A LAND SURVEYOR , SHOWN ON THE PAVING AND DRAINAGE DETAIL SHEETJ.� ��� ], PAVING AND G I • , �T'---� - � REGISTERED I N THE STATE OF FLORIDA , TO REFERENCE AND i N ACCORDANCE WITH THE SPECIFICATIONS _ NG DRAINA - , -�.,, ' AND MAINTAIN ALL SURVEY MARKERS AND BENCHMARKS > W I '` AND TO PERFORM "AS - BUILT " DRAWING PREPARATION C . LOCATION . EXISTENCE OR NON - EXISTENCE OF ANY UTILITY DOES " AND CERTIFICATION . NOT CONSTITUTE RESPONSIBILITY OF THE ENGINEER OR CLIENT . $, DETAILS L( 0 , 1. . . - . 5 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7 . THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND W:;. . _� OBTAINING ALL PERMITS NEEDED FOR CONSTRUCTION . FDOR VER I FII CAT I ONAAND �OCAT I ONNOFPAriYOREX IOST IONGTUT i L I OTY . g• �A L pNE � i 6 . - I N ADDITION TO THE SPECIFICATIONS AND DETAILS IVIISCE LA SUS DETAILS - ; PROVIDED FOR THIS CONTRACT , THE CITY OF 8 . ALL UNDERGROUND UTILITIES MUST BE INSTALLED - � O 1. -- JACKSONVILLE STANDARD DETAILS AND SPECIFICATIONS PRIOR TO PREPERATION OF SUBGRADE FOR PAVEMENT . �� z , ITEMSSNOTECOVERED • S IT LSHALLOBEETHEEDCONOTR,ACTOR ' S 9 . GRADES SHOWN ON PLANS ARE EDGE OF PAVEMENT EROSION � CONTROL DETAILS , RESPONSIBILITY TO OBTAIN A SET OF STANDARD FINISHED GRADES UNLESS OTHERWISE NOTED . DETAIL- S ANQ SPEEIFIOATIONS FROM CITY HALL . I ' '` 1 O . THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR - " ', 7 . A HORIZONTAL SEPARATION OF I O - FEET ( MIN . ) ALL STRUCTURES TO THE ENGINEER FOR APPROVAL 17• LANDSCAPE PLAN . ".. SHALL BE MAINTAINED BETWEEN PARALLEL WATER AND PRIOR TO CONSTRUCTION . { SEWER MAINS . WHERE WATER AND SEWER LINES CROSS 1 I . SHOULD THE SURFACE OR SUBSURFACE CONDITIONS 1�• 13• WITH LESS THAN I s - INCHES VERTICAL CLEARANCE , A VARY FROM WHAT i S SHOWN ON THE PLANS , THE . LANDSCAPE DETAILS AND SPECIFICATIONS ;. 20 - FOOT SECTION OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING SHALL ,BE USED . THIS CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER . >' > ` m - - .s - m SITUATION MAY OR MAY - NOT BE NOTED ON THE DESIGN . DRAWINGS . I W I THLSTARAUGUDST I NERSOD UDNLRESS SPEC I R I CALLOY STATEDBE SODDED 7 .� 156, 7fi. IRRIGATION PLAN o `'�_ $ . POURED CONCRETE THRUST BLOCKING I S REQUIRED w V Z > z LL• i ` WHERE PRESSURE MAINS ARE TERMINATED AND AT ALL 13 - THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL J - Q L) :L -�� `�_. SPEC I F I CAT I ONSCOANDADETAWLSH PROJECT E.11; OVENTDS I DUR I NGAUTHE CONSTRUCTSONTPHASEG, FROEROS�ONRM 17., 15., 19• U F= w _ � '. IRRIGATION DETAILS AND SPECIFICATIONS u z p �, p 2 CONTROL FACILITIES SHOULD BE INSTALLED EARLY 9 . THE CONTRACTOR SHALL COORIDINATE ALL WORK DTHEITRANSPOROTNOFRSEDIMENTERINOTO SUORFACEO PREVENT 1 . WITHIN CITY RIGHTS - OF - WAY WITH THE PROPER 1 � AGENCIES FOR MAINTAINANCE OF TRAFFIC AND THE WATERS . RE - VEGITATI ON AND STABILIZATION METHOD OF CONSTRUCTION AND REPAIRS . OF DISTURBED AREAS SHOULD BE ACCOMPLISHED IMMEDIATLY ' TO REDUCE THE POTENTIAL FOR FURTHER SOIL EROSION . le. 1 i0 . BACKFILL MATERIAL SHALL BE COMPACTED TO 100 J I E { } 2 % ) PER CITY OF JACKSONVILLE REQUIREMENTS i4 _ ALL WORK PERFORMED WITHIN PUBLIC i UNDER EXISTING AND PROPOSED ROADWAYS . RIGHTS - OF - WAY SHALL COMPLY WITH THE REQUIREMENTS - ��� -- OF AUTHORITIES HAVING JURISDICTION . ,. . li _ SHOP DRAWINGS SUBMITTALS REQUIRED FOR ALL IS . ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT Q I CONSTRUCTION MATERIALS . TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK . Z 0 A , 16 . CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS Q H'. 0 BEFORE COMMENCING WORK . F z I ! 7 . OPEN ROAD CUTS REQUIRE PRIOR APPROVAL OF THE W z I Ci TY , COUNTY , STATE , OR ANY OTHER AGENCY WHICH --- < MAY HAVE JURISDICTION . J I _ ; � 0 ! . i - f8 . ALL CONSTRUCTION , MATERIAL , AND WORKMANSHIP9 za. ARE TO BE IN ACCORDANCE WITH CITY OF JACKSONVILLE X SPECIFICATION AND STANDARDS . •'z Lad Z I j f 19 . TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY a - ' � . j, RIGHT - QF - WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL Z -� OF UNI FORM TRAFFIC CONTROL DEVICES ( U . S • DOT /FHA ) AND THE I A REQUIREMENTS OF THE STATE AND ANY OTHER LOCAL AGENCY . -I HAVING JURISDICTION . . , . � ' : ti z _. I .. o. 1 . zui - �_ . _ y a . . .. . 1 { . LEGEND VICINITY MAP LOCATION MAP .. . . _I �. . . �'. . .. . - Ii .. .�.. . . ._ r . . UTILITIES D RAI NAG E ­ . .- . - - . . . I , U) � I . % }1MaypOtl j. LJ - - ` - . 0 'I V r ,. , . - EXISTING VALVE PRD OSED SPOT ELEVATION "' - L - - - -- - - - -�Q� - - - - - -- - - - - P - ' r '0 s' :.:... ,� �u Z �; . ,. r �-�.�. . __ . . , .. .. .... .... * - . .i�. . / . . . .. -"&'5*.:'-.. .•. . . . �. �_, ib I .. 1. . . 1?5 . � Z. 2 . I _ , � .. .... .. ":..". . . , , 1. , .. � � 12 _ _ l' Park a 8 . - Q +. . ­. .. . . . . . Iz- . uj .- ? , �` 1 �� I RAW. N ',. --- = - - - - - - yll - - - - - - - - - - • ExISTING WATER LINE X15 . 2 EXISTING SPOT ELEVATION _a_ y r11 . � . _"r Iv ­. - .. . 9 _ ,o0.r� a I .. e J, , - . 2 < -: . r,r '.[ a '� ! •s i M { . _0 ' + t�, l' -,a illier g ro �'N `, e .� II _ ice' , � W � i - - - ----- --- 5- - - - --- --- EKISTING SANITARY SEWER `� 1 -- - �- ,�- ns.- Park I > 1 ' �< fK ) _ o l . a .. - - r-'jam ' - - 4 , !. - ,� - , 1. ♦ - �a►•+i 1, LL^� aL' a. T �• ` - 4 r` s �!S. - Q '7 c i .I. - t l _ { u �"V)t u �R .i4'L�,7� �_ flas t' gna&a } f -0 raga .. , - f r '� 1 r x _ ci '' 0. PROPOSED FIRE HYDRANT �. PROPOSED INLET _ "� N M I- • 'e ;j, \'\ �� •� ' s ., , _r a d s11 l�-•� 133 r I .-. I . f .- I - ... 'I) I - - --) .g­ i 11 0 ) . . ... . I x=10 ATLANTIC BLVD. l �;'�I �,' :I"I - 1 ,, lcFvr-' ' : �j',� {' '� 8 t nib i `� f�-i ix Q Q r S, Y�' f�.' _ , a J. . RD -�• '' .'•Dtsppsal % t . �s 1 p I.d to _j o . J L Y = 11-�._�_r, 4 .� j < - "' . _c Z3 l lil i ;� EXISTING FIRE HYDRANT PROPOSED MANHOLE t - _ ' C) k�Yf�7 }� S .l : . pie' i ' �, �y`i• q v' W__ irr•-e � ti z � > 'r• •' 1 r� � __!•`f' �It •,s �_.. E • F - . 81d '13 w r'-a = .�� -` m $�ALH BLVD. . ~�,T .1 -=t �- Je~--�g� �� 6� dnL�Z� Sa �7� Fir Via. vi�lPie4d' s�' . Q z { VO ` 4 .I J'� 1 - %. = T �3*,,z T -- - y �*:"- r' 'Sl�i 3' � _ ~{ - (Y tel' . .. - - �� "�A � l ,t � ll. �•.- F4 �.+,.. rO .� -` -- - `, )Grit�Vr 6 - - _ • '_ + {p��� Wr O . I $ " RCP �pt� �. T. BDTLER BLVQ. st�T-.: -T;- � ►" ' . c.� - . - ---------------- ,�1 tea/';:: 'tea;; '� de L. - ----------- --------_________= Ex I ST I NG STORM SEINER -' r �'� . Ra,iiu Town is � a;. ., rsr. Ld i'.- - - ,-p}Y � w"'_'_ \ ' ;+. r - - AIZA I'!L r .i�;__r• 96 - : Q .. ^HT1 r - o PROPOSED CITY STANDARD ;'- ._ � - ! •:. _ - 0. I:, __- _ CURB AND GUTTER f==� � . . - t, 1 '� .. a , i ,xsr;'f. I .. . ." \ •"A; m. 1' 'S' <,, ",.~ �ra t n - [� a G `.i -�'�� ► - Pia i w e` [. ,6. �. 1. - . ) _ rLj�/} I ,, s - - ,,.r. , r pp . f '� Ski .�_- V u . . PROPOSED CONTOUR o - + .. f;. `23 0. - o �.. _ ` .1. a . ., - �. . - -� _ �.�,.�" e gist _ a __ [' v j:. -.X'.- - , eves Pl ez -�T •} '. - . . . r -f (� i d _ 6 •� 7 w , . rdrr I i C . 7 r- - ," L. is4 SsL f - `E' - . ,i` s . / t // '. . . / A sEA -TE •� G >� - - "Il RA i � - u 3- - ,� D w NG.. ' - , .: E' a - L 1 - �• a a i _ r �` t F t �= I . , Ex I ST I NG TREE ROJ CT LOCATION `�' _ ] � � �. i 1 1 - 1 r. r �, _�p 1- •. s,. rt j • N. .Z Soh J' r�� '� 1.'.rdµ - V _ lI7 - . .. [) Im- _ , . C9 . _ .. , - E,_ �. F '�, .- . . 9 . . • � � C}� .. . _ � . ..:. - .. c . 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L:` eri'--j'� r. - : �' . . . ] �A// PROJECT li r •o= a % t . ,,� . . . . . - . _ - , . .. . h3 6.41 k . • a. g 8 DR I VE �.- �...,- _ �„_.a ,. .. s ,�. - _ t . _ �.,•;., :% . . _ .... - _ ,- . - . - .- . . , : _ ..- ... . . .. - - .. . 4 i :. :.- .. 45 L , F : OF 'I R . , P. _ : 5 C �� _ . . . . . - .. ll - , @ . 0033 FT . rFT . = . 1. �,-, :. . .- » t . . . . . . . A. S .2I 11 - - z - �, 1. . . S 20 INS-TALL TYPE .0 I NLET T P . INS ALL TY E C INLET In 1 - . , - . ® . . TOP EL . = g , p � - . . REMOVE EX I ST , CURB. TOP EL . 7 . 5 11-v t _..- 80 L . F . OF 24 " R . C . P . . . . _ . -_� . . .,. - @ . 0021 FT . rFT . AND GUTTER FR M E . INV. EL . = 2 . 50 W. INV. EL . = 2 . 65 YA Al1 . : 0 SOUTH SAWCUT L I MI T W. I NV. EL . - 2 ..25 t 7. 65 ' � ;; . N. INV. 6. - TO NORTHEAST END s. INv • . . . . 11_ x $.? - = I : . - 4 0 L . F . OF 18 " R. C . P . i 11al�lll i - @ . 0029 F T . IF T, Ili ;, S 22 36 11 " CU I N T t 11� E 106& . . - . - . S - 23 INSTALL RB L� I1 r Y; R E L . - 8 . 3 ' Co. % CONNECT .24 " RCP GRATE . N . INV . EL . = 1 . 35 xs.7 xs.� A t @ E . INV . EL , = I . 1 .8 E . INV, EL . = I . 85 - N�PINVi86 75 'll .t r . . - S. INV. 6 77 ' . . � . . - z . . x 8.6 111' 1 , - �- k. �- 1 TOP . 2 3 x 8.9 �,, "�• �--� 1t 't a , ��� ' S. I V. O. os CITY STANDARQ x8.9 8 , 2 �.�" °°" 11 1 • �__ \ URB AND GUTTER 11 i v� . S��\\ TC 8. 92 ' Il , . TIE TO xs-6 _ CONFLICT MH N) I 1 I 11 1 - v) TOP 7. 32 ' EXIST . I � I - . t . .- . INV. 0r 2 �`� . . E . _ * I 11 . INV. "0.-97 / - i�\ �+ 9. 04 ' ,� x 8.5 11 - . . . I N TOP 2. 71 ' I -'� . 82 I �. • i . t R S TQP 2.7 ! Tom\ x 8.3 8 ; -- / F ,� .: TAK x 8.8 8 . 7 11 =: 3 - / / �� f �` C'T , 4� x 8.9 y � T 11 t > W . . ! 11 / ',* � s EP 8. 91 ' e \ x 8. TANKS � I 111 .t Q . • \ . b . / , 1. J l / 15 ' I E �\ '4 �N. MH _ 6__VCP_ Il S W S-A ,N CUT TC 9. 05 ` TOP-,B. 9 I 1 ! INSTALL TYPE "C " INLET • I �� 8. 90' S. I IdD� Do- 1 TOP EL . = 8 , 0 :: \ ` 11 1 ` // TYPIC L l \ Tc 8. 06 E. INv. oo• i - o • / !I �� EP 8. 64 >\ � .« � • 11 S . INV . EL • a .2 . 85 z . I / \ TC 9. 05 ' 1 �, 11 1 _ (� �' 9.1 . . • II' I 46 / , \ TC 8. 82 ' E1' 8. 76' 1I "I � '.. v l\ . .t�% �...� 11 1 - I I � iR? 11 - . . ,. 'y6 TC 8.38 ' x 8.6 ! - / �P 8. 33 ' x 8 11 . 90 L . F . OF 18 " R. C . P . . I. . ,1 I/ / `\ NEW PAVEMENT I Il 1 ! @ . 0022 .FT . /FT . ., . M ,a ' � I x8.3 � 11 x9. y. : 1l / \\ I 9. 7 4 •cl 1� 11 1 a co ; m U . - / 1 \ L 9. 73 ' A 1� S11 t N o : m o z . . I x 8.1 \ 11 " - a: . > w I \ 1 lk - W zQ zY. 'w ;3 . /y/ S TRENCH DRAIN 'lull .► Il " w w fo/ q� - it a cn L� a 'a w �: / / { TYPICAL SEE }x §11 II i n r- o H o U i / / �� `� SHT . 9 OF 1 4 ) 8 . 7 I ti x 8.7 111 1 , - x / / \ 11 8 8 5 WIDE _ S - ( 7 I / I � \ x8.4 8.7 i 1 ll . -. :;" ,. .. I % \ � ELIC. MH ,�,-� � h 11�, SA f CUT _ - � . - INSTALL TYPE E INLET : / // I \ TQP 0. 03 x 8 q �. Il , ( TYP I CAL ) TOP EL . = 5 . 6 � I I 1 TRENCH DRA I 'N\ E. INv. x. 30• - 11n ' - . N . INV . EL . - ' 0 . 23 / // �' x ' ( TYPICAL - SEE `\ 3>M..j 11--o . w . S . I-NV. EL . - 0 . 23 // / i SHT . 9 OF 1 4 ) �\ 8 . 6 ico ui YARD aR I 11 $. I S -2 .. .. 0 1 t s . \ ti �ou 'T 3 $ � ' INSTALL TYPE C I NLET Q . . // / \ g. C - - -1 `� N- V. 6. 1 TOP EL . = 8 . 0 } z I / i ,tn ' V. 6. x 8.1 ELEC. MH \ $ . ,s o 1 r_j N . INV • EL . - i 0 . �� [ F IRT ) ' xy ��: x 8.9 . 1 = 2 . 65 nI9 - . . .. Z • / 8.05 • E % \ 4,.PrP W1 CAP � �k I 1 S . INV . EL 2 . 65 \ �'' . . I Ill , + A` S. INV. �. 75 ,\, ,--ra KEN Tgly s,o '; ''1 1 • EXISTING CONCRETE FLUME z / / E. NV. _ - \ S,x 9.i 0 . � �` °° TO SE GRADED TO TOP OF O � . . : : • x -6 x 8.3 • 0 �:.�- 4° '�� =� ° �%'-�� t i� ! INLET . CONTRACTOR TO T z a Z - = COND • . . y. -4 P l\ x 9.4 a 1 � 1 _ - � 3-3 _ fk - WI CTAP 11 t Q1 . • / t � VERIFY ELEVATIONS . . / / \C� .- 66I'T �l 6"_ � SAN. MH \ e� 1 ! / x7.7 L ",�5, 0 x8.6 OP r$ l Il z . . . / / - 6 . 8 5 \ \ _,,,..- / 8 . 1 z xtt 1 Z� ,� p,N �; N . 5. 5 ` x 8.8 - , ! !1 / \\ / I c i „ c Nv. 5: 63 ' 11c' 1 Q. .' . rk-' ,,, ,.-. x .6 ,l i �_l S Al . lilln ; � z' / •/ °� �° `�° I c/p INV . E L . = - 0. 3 6 Y A 0 A I Il t 4 F • / / �` � � ' ' °� ° ( SEE NOTE 7 ) t TOP 8. 4 Q / / 1. I N. I V. 7 2 l g..: -- c, -5` - 7 5 ' - 1 SII + _- - 110, . _*_ � / I `� I _ _ _ - - ll = t 115 L - F . OF I8 " R. C . P . �I / _ _ \� ''W ' 20 L . F . OF lug @ . 0026 FT , rFT . ' . - ; / // INV . EL . I , ! 8 \ _ 2 6 ,. STUBBED OUT Il t. - ( SEE NOTE 8 ) - x 8.8 UNDERDRA I N / I/ I CONNECT 6 " PVC TO va�v �•�) '� 1 . S - 3 _ _ 1` / 1 INLET S - 7 AS SPECIFIED �, s '' $. N-�-, x9'4 1 INSTALL TYPE "E " I NLET :,C: ° . //, / ��, i I N. IN 7 -, TOP EL . = 8 . 0 ± _ 0- - w 0: 95. 35 1 (u - / . N . INV. EL . = 2 . x6. / / ', x $. 11� t S . INV. EL . = 1 . 85 ,N . . .. I ' 1 e�vf_!Iw� I t 9 . a 11 z .� - / 1a x8.6 :EXISTING CONCRETE FLUM LV / ,. -�• TO BE GRADED TO TOP OF I �> Q W _ i• / 11 �� t� fl x 8.7 11 `,INLET . CONTRACTOR TO Z W �. ' - . .�' 11 VERIFY ELEVATIONS . i . • / / �° SAN MH 6_'_vCP _ 20 L . F . OF 11 ' '� W x �� » UNDERDRA I N OUT . g . 0. Act I . 4 . }1� MATCH LINE A GRADE TO0 0$�2 C� a' DRAIN ( TYP . ) I I O L . F . OF 24 " R . C . P . _ N. INv. . 7 ' O . _ - I 4 - S. INV. 2 ' 1 2 4 Q . INV EL 3 SAW CUT AND REMOVE @ . 0023 F T . rF T . 1L- t .. . Lu f SEE NOTE 8 l CONSTRUCT 163 L . F . OF LOWER HOR I Z. LEG OF 1 I . . I - POLYDRA I N TRENCH DRAIN SYSTEM COLUMNS AS REQUIRED Ili a } WITH POLYWALL I SIDEWALK TO INSTALL TRENCH DRAIN 11 _ CONSTRUCT 139 _ L . F . OF EXTENSIONS , N0. 4i0 GRATES AN❑ -I- 11 U) . POLYDRAIN . TRENCH DRAIN SYSTEM N0. BI0 LOCKING DEVICE OR II i 11 "� 1 WITH POLYWALL I SIDEWALK APPROVED EQUAL . MOUNT AGAINST 1 A� Il : . - EXTENSI NS NO. 4I0 GRATES AND SIDEWALK . VERIFY SIDEWALK ELEVATIONS 1 11 1 . N0. 8 1 OOLOCK I NG DEVICE OR ( SEE DETAIL SHEET 8 OF 19 ) . % 11 � = U a `� cn- APPROVED EQUAL . MOUNT AGAINST ! 11 ! Z SIDEWALK . VERIFY SIDEWALK ELEVATIONS 11 - �0, �'-' fn - ( SFE DETAIL SHEET 8 OF 19 ) . Lu -4 1 a cn o ti � I � � � S - 4 ., Y D aRA N 1 , `+ W a o INSTALL TYPE E INLET J P 8. 1s i - Z w - TOP EL . = 8 . Q V. 51 • - - z a i - N . INV . EL . a 1 . 60 S. I 6 50 111 ' i 0 o. �8. � ` S . INV . EL . = 1 . 60 11 -0 e i � w oz . . � 0 4 � . z O �_ . � T" ! 0 0 < cu ..� . ' - < V; , '_ . - 1. .. c t w NOTES ! 2 0 . 1 - f I . ALL FENCING AND GATES REMOVED TO 4 . ALL PVC UNDER PAVEMENT SHALL BE 1 60 L . F .F OF 24 R . C . P . x 8_8 • @ . 001 9 FT . /FT . t t Z FACILITATE CONSTRUCTION SHALL BE SCHEDULE 40 OR CORRUGATED POLYETHYLENE x8,5 Q ' _ . REINSTALLED OR REPLACED AT THE WITH SMOOTH INTERIOR . ' .� �1% i . . DISCRETION OF THE ENGINEER UNLESS \ z OTHERWISE NOTED . DAMAGED MATERIAL AND 5 • ------------- . % ► < •-d , PIPE SHOWN THUS t--- 7 INFORMATION TAKEN �, . ► COMPONENTS SHALL BE REPLACED IN KIND . FROM PLANS PROVIDED BY THE DUVAL ..., . . . 0 NTY S H \ / t 1 = . C U C OOL BOARD 2.. CONTRACTOR SHALL SAWCUT AND REMOVE � .� X 9.6 -: c 6 . CONTRACTOR SHALL FINE GRADE YARD o AIN �HIs A EA 1 Z EX IST . SIDEWALKS AT JOINTS NTS WHEN covER� WI KUBs sH Z o � ru PLACING PROPOSED STORM WATER LINES . COURTYARD AREAS SUCH THAT THE EXIST . t . . . { cs 1:, -- " - - - - - THE ,S I DEWALKS SHALL BE REPLACED WITH TREES REMAIN . CONTRACTOR SHALL OBTAI N - - - ; _ _ . - - - : - - -- ---r�: -`:1 PERMISSION FROM THE DUVAL COUNTY � t 7 t 'o i a _ LIKE` MATERIAL TO MEET EXISTING SCHOOL BOARD OR ENGINEER PRIOR TO THE }: ' . SIDEWALK . � : , t . - : REMOVAL OF ANY TREES . - - 3 . THE CONTRACTOR SHALL MA I NTA i N THE 40 . . DRAINING : Q : - . 7 . TRENCH UPPER INV . ELE SH WN I S t t . INTEGRITY OF THE EXIST . PLAYGROUND V 0 �, - �-: q EQUIPMENT . ANY EQU I PMEItfT THAT I S A RELAT I VE ELEV . BASED ON ADJACENT t t � : ; j, . 1 0a 1 l `9 t9:::..: REMOVED TO F AC I L.I TATE :CONSTRUCTION S I DE YAL K ELEV . OF 0 . 00 . - ... . i o - - �" SHALL BE REASSEMBLED OR REPLACED TO 79 r:; �. OF .: ,d-. 8 . TRENCH LOWER INV. ELEV . SHOWN LS - . :. . . .-Q THE SATISFACTION OF THE SCHOOL -�. _ _, .. .- -_aI .li . . . .. . t l ' .YID. _..,. �. - A RELAT I VE ELEV. BASED ON TRENCH DRAT N -_�_ . ATE: : .:: 1. n �,:. :� PRINCIPAL . - a. cv : 1. . . . �^ - SLOPE OF 0. 6 AND UPPER INV . RELATIVE • r .. ELEV. ( SEE NOTE 7 ) . i: Q .,_ ` • AR'~r( . ;: .. .. - PRO EC TI:-NO. : . . .. . ►r .r J 0 . - MATO H L N E ��� #t. �=.1. -.. . � -. 6,41 3i. . _ -, ` 1. , 2549 = f,, . . . I . _ , . -. , , v . - . .� v _ .. . i .'T.R-_..- .rte._ - -_ _ - _ _ _ - _-_ _ _ __ -�.T" % __ - : ....- a-, -.: r r. • - . -. s- - - - r - _ - - 7 - : ... . , -.> _ ", :. - .- . _. . - - . , S ,: 1► 1► N. V. . 6 .i r - t I ... . 9 , 8 . 5 __- `" M. 5 __ INSTALL TYPE "C " I NLET ,MATCH LINE A A . 1. ,_ X $.s w TOP EL . - 8 . 0 e 6 PVC . . . N I + x 8.4 - -- - E _ _ - . CONNECT 6 • PVC @ �_ A P-- - . �1\ 5 _ , I. . . - N . INV. EL • - 4 . 5 a � � � _ W .:. S . INV. EL . - 3 . 75 8 = 5 E\\ a + - 2 �,,�, - . 65 L . F . OF 1-5 - R . C , P . ! l: - / 7 / / / -_ - E E1.. # v •_� zn , . @ . 015 FT . /FT . -r x .sr s� x 9. . . - TOP• . 6 / x 7.3/ / .// . � (+� - . 6. S ' 1 9 1 NB T. 4 tp � �' ;. * a - , jE. - CONNECT 24 " R. C . P . 2 A x 7.6 _ . . _ . , IN . 0.8 ' O 4 ,. IPE 1`°x"3 • . , - - @ c.: I C E . INV. EL - mm O. AP l r �• � - . 1 5 L - F . OF 24 " R. C . P . . / 3 0 r $.� _ \ 1,' xn 0° F,. . `1 @ . 047 FT . /FT . 17 ° k :T H 9 . 0 1. __ RE NC DRA I N 8 . 2 _ - '� . 5 _ I6 �� -___ r � tTYPICAL - SEE `�- x9. INSTALL TYPE •'J - I _ D .. MANHOLE / - ,. A ` l SHT . F 9 SEE DTEA I L SHEET 8 OF 19 ! _ _ 3 / W q 5 9 0 I z TOP EL . = 8 . 6 � � __ x9.1 ®~ 1 ,- - . i=- E . INV . EL . - . 0 . 90 � . �" x7.7 - _ _ ,� ., f W. INV. EL . = I . 00 �� 150 L . F . OF 18 R . C . P . W 4 I x6. 1 x7.8 l @ . 003 FT . /FT . 9 . 3 0 - / I 1 ... �" - S 1 8 30 L . F . OF 36 " R . C . P . ! -�� 1 k S .. .. �.r. INSTALL TYPE' "E " INLET @ • 0033 FT . IFT . r � � .� IN TALL TYPE E INLET _ {J_ T P' _ -p 0 E L . = 7 . 0 Z 0 EL 5 8 EL . = 2 . 75 J N . iNV . . EL . _ 0 . 88 i NV- S 'a ; _ S-." INV . - EL . - 0 . 88 / w NV . EL , a 2 . 50 INSTALL TYPE "E " INLET �' - / i o 1Z V . EL . = 1 . QQ TOP EL . = 1 . 5 9 . 3 > _z • 5 _ 10 ! `ft ���� `° P� 'I �, S I V . EL . = 1 . 00 W. INV . EL . = 2 . 95 L x9.2 x .� � . . L - an , ,1 i INSTALL TYPE "E " INLET 1 C3 _. ' �,. TOP E L . = 7 . 5 "� N . INV. EL . = 0. 90 ;� °� 65 L . F = QF 36 " R . C . P./ AM 1�1' 8 . 7)) - o _ r - . S . INV - EL . -- 0 . 90 �/ x8.1 1,/ o 1� t1 @ . 0015 FT . /FT . x8.3 8 . 7 z 8 .2 S . /� / , `F` ,� ,,.. 165 L . F . OF 36 " R . C . P . i x9.2//��. 8 . 7 _ � �- .� ' @ . 0015 FT . /FT ,Ili - - ! / \ S � I � / q - . / TE _ � � �" - - � / / 1 / �� 8.1 ., r � 6D L . F . OF 24 .. Rk P . .- o m m U. f / ^ / 143 L . F . OF 36 R . C . P . . 0019 FT . /FT . N o -` m . -o z r 1 _ .� ,� �/1, , @ . 001 7 FT . /FT . ,� x $.7 w z > z >LL. d _ - _. ' ' \ \ N 8 . 3 ! RESTORE P YG OUND EOU I ME T I t 11' 0 Q Q �° :_ �„ �� ; \ \\ �`\ � � L' VERIFY LOC N WITH PR NCI AL A T A v, 8 . 3 n ` o G o _ M- I.. \ \N ® ,� x 8.2 / t SEE NOTE 1 S T . ? OF 1 ) x 7.9 x 8.5 x 8.8 1 . 1= cj �. . i �`� \\ \ \ � / / STEP ,....Vl C"T t% x 9.4 . r . - ' i 8 3 _ . '` / x 8.2 F_ x . '/ /� '! �/ // a .5 INSTALL - TYPE ..E .. I ILET w . � ./ lb - ,t /' x8.8 TOP EL . - 8 . 0 C7 ti y ��� x7.1 a , S - 1 4 N INV . EL . = 1 , 30 i \ / B . 0 .. .. S INV. EL . = 1 . 3 •0 . w / ! x 7.8 INSTALL T PE E INLET .~ Q - r, 1 \/ �� /� / TOP E L . _ . 0 I �. � -1�' - �C z . ':, 6 x� �-1 //// iiiiiiiiiiiiiiiiiiiiiillilllil7 . 9 W. I NV. EL . - 0 . 20 r �_� 8 7 D • r ��.,, � � ! �• -� ._ �. �. � .� �. .� / , x 8.1 r S . INV . E L - 0 . 2 0 z. i ....�� , SE / x 7.7 k) :5 ,- r .' ., / / / X 8.3 S _ 1 8 . l MOVE AND RESTORE (� Q a - Z � • �� / �° / " .. PLAYGROUND EQUIPMENT . 1 • .1 / / : 1%1 � x72 / / I TALL TYPE E INLET x .4 VERIFY LOCATION WITH $'6 (D i �`�° •� I A/Id / P EL • = 7 . 5 PRINCIPAL . { SEE NOTE 1 Z �� / / A' • INV . EL . = 0 . 45 • • - I i ! C� Lr STA ION W. INV . EL . = 4 . 45 ,. _; SHT 19 ) $ 6 . T 7. 8 • 1 42 L . F . 0 36 R . C . P . a. • i 1-1 • 1 / ! STEP F @ . 001 4 F T . T . z._.: �-w r 6° o C. B. 5. 97 ! 1 I a x8.4 25 L . F . OF 36 " R . C . P . - IQ THROAT 4. 45' / �c /' / / @ . 00 1 6 F T . IFT . x 8.1 8 • q .5 N. INV. 3. 47. PROPOSED 6 ' % . S. INV. 2. 4X, ti 1 / S - I CHAIN -LINK FENCE V. w. INv. 3. 3, '® STALL TYPE "E " INLET O " . � - - � + . . i g� PvC _ : , `° TOP EL . = 7 . 5 cc V, 4 -. 1. • N . INV . EL . - 0 . 65 x8.7 �� x9.7 88 L . F . OF �., �� • t T �ti 1\• E . INV. EL . - 0 . 65 x8.2 8 . 7 x9. .� 24 " R . C . P . 0 - �_ e// ,�. � S . INV . EL . = 2 . 40 � � @ . 0034 FT . /FT. z . . . / 0 4/ / x8.2 16' - Im . XL . . - /� �� x 7. x 8.3 '� `� GATE n' / x 6.5 TOP '' \ �' I p l R 0 A 4 . � \ a .." �- �- 18,- RCP •,Z/ ! N V. . 9 O �'\ --,43 1 " 1 ,4 8.1 - '` # z/ �_ 2 Ln _ z S. I 67 � o 4 .� W I")/ 1 E. � \\ x .8 1• I mo, J `� C.B. -_ f / \1 � I I I z J W- . . � , TOP 5. 5 I ' \\9 RCA 1 \8 / �o• t 1 -0- x 9.1 THROAT 4 . 46' \ \ \ \ x7. 9 , N. INV.NV. i. 13 ' �� ���\a � a 1 22 L . F . OF 1 5 " •R . C . P. f N I -C - 1 5 C - = J B. @ . 0029 FT . /FT . I I �1 I �� 1 .6 INSTALL M. E . S. S - 6 W a. N`- _ - . W. INV. . 94 ' ♦__ TOP 5. 83 ' \ \ Q i •• -. v. o. x 6.3 <0 # \ I x 8.6 �• `' INV . I ,%v 11 IN 1 5 • I , \� I I E INSTALL M. E . S . m Q LLQ: a i �� .,`v. � 65 \ -,\ 2 I' � � I INV . EL . = 1 , 0 l \ INSTALL TYPE E INLET I } 8 5 :,. 3 i � � � OP EL . - 8 . 0 , o . 3n •♦, \\ - Z.', - -� •. 44 1411. INV. EL . - 2 . 75 x 8.2 I L .- ; ,+ \ _� \ \ (41�% , N4 \ '6 .0 ,, A + . '+♦- - 14% A, ! !11115 J* 11.I � 0 ��\ C. B. -� °`., x 7.6 + . . �j _ N.c" '• TOP 6. 46 ' a X. f. , . .` \ _I- . . �H m M ♦ \ S. INV. 2. 68 ' � ' . w a � • ♦ �'� INV. 2. 40' '� a � n ••♦•' \\\ . I . 88 ' IN .� � * x 8.5 + �, � = = = 4� , ♦.•♦ �' _ N o 0 . h A, / '� W is \ !s i � (3 ♦ 9� �, '-%.. x 7. S,EEC �/ �, �l• �o , _ `` z 0- -'. . i- - !! + COPP7I32 MH ` \\ \ \9'• ���\ ;1. h• p + ,, ° -�- � aoI am . ♦'•♦ N. INV. 2. 85 ' �1 STE ��\� x S.I °°+ .� Z ..: o ' ♦ S. INV. 2 . 88 ' �/ E� '��\ < - � 1 •♦E. TOP 3. 65 ' ' `\ } � r �, a i . \ \p C7 U ., . . . � . x7.4 �� ♦ �°"�. x7 9 L) 6. .1 THROATS, 67 � \ `+♦• END ALL �- x 9.4 :Q N. INV. . 4 \ \ ♦1-1 i . i \ \ • - ^� ♦ } $ . . \ o m , c %*. 11�, ~�\°�� �+ GRADE ` a7,5 L . F . - , •♦�'♦ x 7.5 ,\� .\\ .�• + - V-BOTTOM �� o .. . ,. - . . I ! •., ,* �- - ': .- ♦ \ t `J \ ^y II �"' \ W - „ _ `- III - ;fir. - } 0'e. \` \ I „- _. �.. oIL -o N DRAWING j . . � \ \ ti ,.,.:. . \ CO .� \ h L7 4 CT) :. . ,.' O -- �: . t - - h v' DATE '` - -Cil - _ - - _ _ r _ _ _ _ _ _ . - - _ _ -*1 -_ t.:=fir; I : .•.: ;.�.. : . % - - JANUARY 1994 z. ,,(., - _ �: . rr rr . . - . - . L MATCH LINE C- . . �`a .: �.: - PROJECT NO. 1 °� .- , - _ % _ . _ #° Uy . ,° rY� - . . - . . . 49C.01- . - - � r . - . _ . _ - . .. _ I L.1 .. ,.__ -. - _ _ _�. _ - - --�-3 -. - _ - _ _ _ - _..�.�.o - _ . _--- - -- - _ _..� - _ _ - -- - _- _ _ - - - _ �. __... _ 1, - ■ V , AT. /■ l►- ,- : Lu Z MH LINE - x 9.4 1 0 O � x 9.6 V. t. 'a 1 x ! � RELOCATED PLAYGROUND t EDUIPMENT . CONTRACTOR x9.2 1 WILL VERIFY LOCATION ! } VIII TH PR I NC I PAL ( SEE NOT ! . . 1 • In -A . � � 8 . 5 ! z ! , 000 x 9.5 _ U 00, NOTE I : CONTRACTOR TO MOVE AND RESTORE PLAYGOUND EQU I PMENT . UPON VERIFICATION FROM PRINCIPAL , ! _ RESTORATION CAN BEGIN . PLAYGROUND ` EtUiPMENT TO BE RE -ASSEMBLED INS GRAD 375 L . F . ! ACCORDANCE WITH THE "HANDBOOK V -B TQM > w FOR PUBLIC PLAYGROUND SAFETY ". SEE S LE o DETAIL SHEET 8 OF 14 AND TECHNICAL 1 w SPECIFICATIONS FOR ASSEMBLY PROCEDURES . 1 . x 9.4 W x W ; .. x 9.4 ! n m 0Lu • N o m U • — Z ! Lu z >w ZLL; u Q v � L cc a o L) t� Oslo Ld W . a • O • � z zQ .7 > Q.a z .1 Z a t po r o. x9. , z - ... Lij PKG ; r a r t9, Z i ! Lo a x 9.8 x9.7 + W C7 W . .zM - V, - Q � aW . ZWJ — ■■ > W "C-C" ■ MATCH LINE C-C ❑ CL V Q .,, Lu z O d x9.7 U Q1°lei rn zN� --= N' M!h ! H ' w Q N: = a ,-. Q x 8.1 w x8,1 � _ .. � o � w � cp . z w v x 8.3 W uof Z CL w W. o z U0 Z oY x 7.7 t7 a) .� x 9.$ � Q x 8.1 L7 w ; z Z o r4 0: x 7_9 s. a 43is. � . o DRAWING CO ,f o. uo 719 'I x 9.5 DATE:: z JANUARY 1994, F �. Qul -� P R T � • OJEC NO.. oa. - mss•'- - -. - - - - - - - - - - - - -. - - 25496.01ol . .. - - : •i _ — - r i. - l_f - - : - - --.: 1. r. % ., r _ • . . ;I .. . .. ­ .. . . � � . I .. I -..:.�. r>r �.'.-. ,-,�t. _. -__-— �­I. 2% N c -.�r - - .--.-_ .: __.. _ - -- ...-:. _ - .. _ _r .. r - F., ,; . k y, �- .. .: - - .. . ,:. -.- ... - - . P .Y : A - ° , - OL DR N N0 8 0 <1.:.� LOCK: I: NG D V CE . 1. . _- : E I POLYDRAIN NQ 410 e - = GRATE � GALV � STEEL ) . . it . - . . ,%.l,_ 'l , �.. . . . .. . . � . .. -i': 'J _'.,�., - . - . . .. . - . . . . . �'...' . ._-_. 1- ...- 3w A., - . .: il .­ . - � • , - . . . _ A - - . . . y I . . . .1 .e :--_: -I .. .. 1_-. .�_ . . . 1 . . . ... . _. 4 I . . . .. . - -..., ., . . '. . . .l... . - - . �_ - , -. , : !: L ._ .l. . -1 , � _r: � -, _ :� " . . v . � .. . 1% .. . . ­­., - ..l .. - -. 1- -, ` ,__ -.,. - -, �:,. -L. 1 : ..:---. " . ._:_�.. 4, _.,_l _. . ,:!:..-.__.. . �. . . 1 :. . . ;l I.,.., .. ..- - .I,. :. �. - - . , -"A.. . L I .'.. .�. _. . :, _1: __: ., -: _ _ -.:,.. -1, .. .. I ..�. .�� �._ I . . .0 , _ . _. .. '- i. � _. - o1 .. . . . .. - - �s­.�­, -�-.-:%...,_­_ - _._. 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I=1 f o o — • WHERE REQ D ° =111 � =111— z .. a POLYDRAIN TRENCH DRAIN . . � > . Q I �' . III—II1 `� � 1 . — — . _ SYSTEM WITH POLYWALL I -111 — _ =;--; --1 .1 / . ' SIDEWALL EXTENSIONS : Y' . ;. - . Q 36 " RCP . . 24 " RCP is ' 1. tFROM POND m. � m > 4 TO OUTFALL ) �- u a� : > ® ■ 0. Cs! (7EL . I ° 00 EL ° 0 ° 90 W Za zLL � w 3 c' � Q u Ll ' I— = _ — _ .1 1 1-1 I I-1 I I 1 I 1-1 1 1-1 N � � � � _ - =111—i 1 l�l i 1=1 11_1 . z o a . . . N — I — =11 I� 1 I=1 11=Elm f 1= r C O N C R E T E ENCASEMENT 1 11-1!1=1 I El I — 1 I I I-1 11-1 I i—I 11-1 11-1 - . P. '�� I I=111=i 11=1 1=1 :, =1 I I I=11 I=1 1=1 11= . �� III III�ll1 Co —Ltf— �1 - � 1=1 # I=1 — . =1 l l— SOIL SUBGRADE — ; ' 1.,r ,_ - - EIII . . . . I I 1=l —111-1 - • . ' ' . - . ' . . =1 l l= . .I . _ .•. . • . . I l i- .. , -1 l I=1 " . : . .: .. . . . . . . . . . . . . . . . . - =11 I w I . . "_ . -111= i- _ : 1 i 1= _ _ _ _ _ _ = _ _ — I I_ =I I I- 0 .cl) � .. . - . . Z � .1 . ; . . . �� �. .j I . . . . � . . I—I I I--I 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 I I� 1 1-1 i I-1 1 1-1 I I—i 11-1 1 I-11 1-11 1-11 � � . . ' _' I ­ . . 1. . .1 . of - . Z ': . . i � . . . I .. , . -. . I . . � , O a � � .. " , . . . . . . : . . . . . . . .. . . . . .. , . .. . . : .. 1; . _. . . . . . I . . . . . - .. .. __ - . . L. . . . . . . .. ­. . . . m - - . .. . . . . - . . I , � 4 ! - .r i — I — D �� . ul)' . � I MANHOLE ao a`.. 1 . . . . . . . .. z :.j FALL ZONE AS DETERMINED BY NO ENCROACHMENT ZONE. . �' . 0 EACH ITEM OF EQUIPMENT - . - ,. 3 0 SEE "HANDBOOK FOR PUBLIC11 f . PLAYGROUND SAFETY " ATTACHED —_— . , • 4 x 6 P ° T ° TIMBER — = — L��=l — = — TO THE SPEC � FICATaNS III-111-111- 11=111—III �� / — Z - . EXIST ° . / �/ < . , GRADE //, 2 8 , >� {. ' S " CUSHION MATERIAL 6 " Lf. �– C. I; • D . o a , Lid }� 111=1 i .•T (� �'�"� E . =lII < m Lu - - J 4 - 11=l i .' 11-1 z mi - =IIIfl . '' -. - . : . : =1 1= > �,,,,, ,u� 4 ' - 0 " _ OQ CUSHION MATER I AL o CLEAN WHITE BUILDERS SAND OR 1 I l::�..- 0 ,•• 11—I SHREDDED HARDUUOQD MULCH AS : Q . 4 WE =1II � - ,tea- # u u NQTED OR DIRECTED BY THE SCHOOL . @ EL ° 5 ° 6 — . . ' — Q Q . PRINCIPAL ° =1 l 1 -1 11— : - LL1 -111 .. _ = N ° W ° L °L' . L I r - d � _. .- . . S l-1l . . 1 =1I ELo 4 ° 0 - =T . - ' . • , . : . . : _IIIS - - _ I 1 3 i I . , . . . - ..- ..- . . ! 1 1 II— O f I I I= 1 : I I=111 t1i11 . • - . . :. ... . ... . III11 ° . I'l _ 1 ' rlll . -' � N < I I 1 l _ M ' . �I--�,•�''� I . • . - . . . 111—I 111— �7 _I ■+ �Q � PROPERTY LINE t I— I • ..F3. �- - . ,- . -. .I - - - . . I '. . 1 . � fj 3 1—rT' a DRAWDOWN _-11 � �. =111=1 - : : _ . : — w �- f 6 C ° L ° FENCE — ' . ORIFICE 2 " —111= z ' . —� 11=1 I I o . I I=1 I I o f f0 MIN I0 MIN =1I1=1 . . . PVC WITH 45 , . = I1= w o> . . . , • . . ELBOW I _ UZ I 1 �1iI : . : . . —�1 � =l l l=1 . • : _ - Y — . ; =ill— m Q_ T ° 0 ° B ° EL ° 8 ° 0 ExISTa GRADE �I11 .. . 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POND - .. , - . ­. rn: t • , .. - . . . . . DATE. tea}' __r �;.: . _ _. - - . - - - - � - - - 4 _ - - - - - .. - .. _ - - Lit:s, .- r I. . ., z - - . . - -1 =JANUARY ' 994 ��_, d . - . L . --D-: ,_ ; :. - . . PROJECT • NQ.. . .. _. . .... - _ . _ 1 .. 0 -11i . . _ . . I .01 o. .: ,. ^ . - /� . a C� _, -. - - .. - - - -. ... - . _ r. _ .- : : -. . .. - . .-- _ .a : _- . .. : . . i . r .- . . . - _ - ��-. _ J - is am _ - ______ _ _ . _ ., :- . _ .� .y-t: �.- .. - . .� -:_ 1. - ; ,. fr R_.. :". .. . .. . . . - . . . s-: "'::. ALL EXPOSED R5 . - .. - i - ... .-... BRC AND EaGESETOCBBE .` ,,,:�- INLET FRAME BRICK - . . _ CHAMFERED 3!4 2"x2" �,:--- PRECAST IM ALCOROANCE:- CURB _ (� - _ - :.. - - . . - x4.14-L HOTESe .P•.:. !1 Tli I LATEST EDITIONS. Ls1 r' -t . .. : . . 1. PRECAST MANHOLE SECTIONS T4 BE MFRD. IH ACCORDANCE WITH LATEST .-,,>-A OF f4S- . 4T8 2=-8 a 6'O.C. m = r3 IL1 ," .. :i. ....a-s .� A.S.T.u 4T x T 4 r CEMENT. ,.. .: 2'xZ"xl!4" x CURB IRON _ . .. . m m I ED13[0lt5 OF 5 C B I H O00 P.S I. CONIC. TYPE IF CEME L I•. . " --'. `° m - - - CURB INLf7 FRAME 2. - 1. I GRATE T SH GRATE FARSERTSTE[BITl11iiTHIX15ATERPR00IOR OF F1HG W LRIALBE I[00 HQTCOAiVEN TWO 7J0T 8 . ` ::-':MANHOLE COYER'8.. . . _ OR PIPE OPENING SURFACES. .. . .N1. OT OWN Z 1 Is.I FRAME.PER CITY u, NOTEa' „% '' <` JA%. 7 - ' ! •x l° 3. ALL CAST 1RCM1 PARTS MUST 8E COATED W[TN COAL TAR EPDXr._ - CF S D ;, o ATYPI _ 1 CURB INLET FRAMEIIEs. a. ...... .- .. COS - ' MANHOLE FRAME AND COVER . LsI3'-D 1 . _ -. .: - .1 _ 0 0 �, m R SQREHGDl1EI 4 ao4 _ _ - In SEE PLATE s-I10, LE,f : OF UNDERDRAIN' Crf L . n a \ PS! v n i . . FIN. GRADE ` - , 1­ I 1, , , .. ;::..t m I NOTE r 33 118" _'. - -,-. ­ ;;, �-,., . . . ­L L.. __. , ;,- . . ..., .. . . 1»"»C. F)ES1Gk °ft 4" TO . BE: STUBBED AUT [_nSTRENGTH 4,000 C3 5 3J4" 1 8' 36" 4 m v c �1 `` 8 2._0. 8` ;If5 314' _ m --- PS] 8^ . . - ,.I' - I �: . . - - - - - - m m K SR1CK OR PRECAST _ 2 l!4' e4' . _ +w-�•� ERIC WORK - .Y . =a -o > > =a 6 3 r CONC. RING 12" MIN. DIRECTIONFROMr Ns _ S .. ,,... i OREN NO 41C DES[GN _ 1 18 Mux. o c o o c c 5 3l4- 2 Il4, 2'x2"x.1.14" 5 GT 000 P.S.I. _ . :L.. ' - ." . ANGLE IRON SEAT PLM OPENING ON EETHER OR GRATE CURB INLET FRAME GRATE CURB IRON :;4. p 80TH ENDS AS SHOWN I - . : ,- . L:­ . ;n 0 f- .4D o, _ INLET FRAME GRATE GROUT OH PLANS: SEE DETAIL CURB IRON n• 2'-a- ACH PR S D INLETB ;, 1 ITCH MORTAR SEAT ., . 1NL CURB INLET FRAME R WITH ` _' - .:, --. _ 1 , I 1 4 i 12 O.C. $ W. - - - 4. 4" OH OPENING FOR D BOTTOM ETS -0^ RING JOINT OR . , . .. I 5 314 5 3/4" BRICK MORTAR SEAT : z BRICK PROTECT[vEOIEtAPER - } KAN j ter DEO N ' TONGUE .� n T_ z - PERIPHERY . z 8" 2 •bs4 SIDES) RE1NF. .. - N r.: . - - - - .- ;GROUT. a.. T 1 - - - � 8F•OPEN NG a - 8' 1 36" B' - - - - - - - .. .. - . F - _ ,. .. I. . 25 1/B ■' _ 8- I 2^ CV N GROUTED. 7332 "RAM-RAM ". : �. I a f• - BRICk RE - TS m GROUT OR -RAM-NEK- { GROUT' DR IwERE REOU1 ERIN "RAY K- yyj r REQUIRED R RE = W I 1 J43H75 Ig1E JOINTS WHERE GROUT, 0R RAY-HEK• 1 ! GfNERA1 NOTE: I I Imo" I GROUT oR AEOU]RED a 2" CL JOINTS AS REQUIRED n _ '.' > +a•..' 2" CL• 2 CL' i i' MORTAR USED:TO SEAL THE PIPE INTO THE .WALLS OF PRECAST .. iv F - GROUT. 'KALI NEK .OR l 7 •a a 12- o.C. E.w. VARIES 'RAM-HEIc` _ - S �.. a = f JOINTS WHERE PRECAST 1N ACCORDANCE 1 I UNITS WILL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT -. "0" RING JO]NTS I - I t ,,, 8` 3'-0" MEN. 135E fLEx16LE CONNECTOR 8" RE9U]REO a 2" CL- WITH LATEST EDITIONS PIPE MUST- x WHERE REO'D. / a.Mm w +n DF ASTM C 478 cKOR-N-SEAL1 OR ASBESTOS f i CAUSE LEAKAGE IN74 OR OUT OF THE UNITS. MIAXIMUM OPENING f z Y-C. w 8'-0" MMX. o +++ 48- 1.D. 5 I CEMENT NAHHQLE ADAPTOR. NOT BE -IN �- , 1-^ o i •4e t2` O.C. B.W. 1 1 FOR PIPE SHALL'BE THE O•D. OF THE PIPE REOUIRED PLUS . a t PIPE WST NOT BE [H m AS CALLED FOR GROUT OR FILL WITH EYBECO ,'' O CONST, JOINT„} •1 1 ! CONSTRUCTION JOIxT v ON DRAWINGS H0. 36T OR N0. 381 MI�RrOR = 6-' a .1 �i •4 BARS a b" O.C. ?� CL. PIPE MUST N07 8E NONSHR1Nc OR THOROSET { 3 }_ Y tLEAK. # , [ _ tR.Y ] GROUT OR EQUAL 1T . ` ,�-fs, l 1 f[CTIOI JOINTNSTRUCTI�1 ! �' ► l ipNSTRUCTIOH JOINTS m4a •4a b' O.C. B.W. l - --- - 1 I - 5!2"/FT. D.I. OR D.O.T. STEEL CASING a ME N. i 1 x/HOH SSiRIH) GROUT PLUG --- - --- - U •4 t 6^O.C. B.W. 1 l E 2000 P.S F 1 2 CL. A3 EACH END ------ - -- -- . . L-v,4�r BEARING CM t%', :�+1 -- MIH. r MIN. " "' ' W •.f 2DOD P.S.F. FULL LENGTH OF GRAVITY SEINER i -� __1 A: �'/ �i021!�/ °o BEAR[HG CAP. k- t. �•- BEAR 1 NG CAP . . MFH. . . 2000 P.S.F. a L. ., •4 a 9- O.C. B.x. FH CASING• NO JOINTS OR BELLS :{'. STOR 1 SANITARY - - Q . 2" CL: BEARING CAP ;_/,"1-, 12"SUIS ., . - 2000 P.S.F. SEE PLATE 0-307 FOR GRATE DETAIL ♦ ♦ 2' CL. ALL0YE0 1N CASING �. SEWER I SEWER I N . . hOTEM COLIC. DE51GI1 STREhGTN 4,QGG PSI PIPE WST NOT BE s- TrP. �! ITE r FOR ADDi T MAL STRBCT]JRAL DETAILS TAILS REFER TO PLATE 17•i QT 2^ CL. M]N. MIN.N. I N CONSTRUCT I ON - - - - - --- I ° 8EARING CAP 2O00BEAR1PGSCAP JOINT. ]III-a11- - - - 11 . STORM SEWER TYPE "C" INLET STORM SEINER TYPE "E" INLET NOTE, FOR ADDITIONAL STRUCTURAL DETAIL REFER TO PLACE 0-IDT 2000 P.S.F. =MIN=`� - _ = = Fulm- STORM'SEIkE#�' 'TYPE '>!-I THRU .�-t -F MANHOLE BASED UPON SOIL EVALUATION afslcH - ... STORM SEWER TYPE "B INLET STORM SEWER �8 I .D. CURB !NL E T STORM SEWER 35 I .D. CURB INLET CONSULTANT TO DETERMINE AMOUNT 13NDtsruRBEO saFL YIN. E[TAA. or CmAMM I2ATlQk ' , AND ExTENT OF BEARING COURSE - - • - REQUIRED PRIOR TO PLACING Y.H. BEARING HG CAPACITY 2000 LB.fS.F. • . . .. SECT TI ON NOTEN CHANNEtIZATION REOu]RE1} AT ALL DRAINAGE STRUCTURES ,r LLJ . 4 TYPE "E" CONFLICT MANHOLi: ' 7.1 1/8' x I" x I" B LL.I I ' SLOPE.- 0.5' r FT _ . I SEARING PAD 52 �, a 2" _N_3/4' I 3i4",, 'CORNERS ROUNDED O i Z° 3 14:d ° �-�-- STI!f 4 A A CORNERS 3!1' • ' ' - .4 Q „ 3/4^ 33 3!8 RAISED LETTERS SMOOTH FLOW CHANNELS COMPOSED Of CONCRETE DR BRICK AND Z • - 11 5 L - 13" , 1 314' HIGH MORTAR SHALL BE CONSTRUCTED ON THE BOTTOMS OF ALL �, 1' FLUSH WITH ' '6.42'- ,6.25 DIMENSIONS P�RMl1TTEO 30 ALLOW USE OF 8' a TOP OF COVER STRUCTURES 70 A DEPTH EQUAL TO HALF THE DIAMETER OF . .. STANDARD PIPE""LIGTHS111� • n - 4 THE LARGEST PIPE. M4 i1F71 TRJ�rIt BEARfhG 4 G 2 3J4- 1kYtRT SciAIM 010.40' 010.10' DIMENSIONS P€RUM�- €D TO ALLOW IIS€ OF f2` - la . - . STANDARD PIPE LENGTHS. ,n RAISED LETTERS - 1. � TOP OF COVER 1NYERT DETA3L - CONCRETE SLAB SHALL SE DEEPENED TO FORM - - BRIDGE ACCROSS CROWN OF PIPE. SEE SECTION ' . _ . e " N 2 - CONCEALED OMENS NA AND 0 ANT TAT E DATA r. B I ,., - M ., FRAME SIB_ PICK14OLES a - , , N . N 26 4 " ry n '^ •' - ROUND ACTUAL SIZE SIZE 0 CONC. >- �p . . ' _ NOTEr T A 8 C D L BAR AND LENGTH NO. WT. ONE 03 • fi' 3.86' 5.42' 3. 3' I. 0- 4.9 • �„ APPRQ1tI>r1ATELT ?� LBS. EOUIV SPACE � }- ED � `• FRAME 9 COVER SHALL BE K H �' 1iDL1L. }}^^ stGTltit A•A stCTl01 E•i! 3l4- MACHINED OR GROUND A7 0 : . U .44' ,7 - 6.19' 3.70' 1, ,38' v TOUCk{IHG SURFFACES 54 E I%& • 0'-7' 5'-2• 2 7 Q � � m Z -. \ - AS TO St AT F 1 RMCr AND CU. W > Lsi 30- 6 5.47' 8.09' 5. 6' T' 6.04' 1. 7' ❑ n la• 23' 14' 2 'rY•T .. 7 7. 97' 7.0 .85' 6.7 - I T" I i- 34 112- r-4 r-B' i'-H' 0-6 5--6' G m2-B' •IS-31' 3 4 YD. LL! CO Z z PREVENT ROCK IHC Ld - , 3. 8. 0 11.95' 8.7 3.I 7.50' 1 3/16` CDmR _ B'-T 61-8' 2 B J - 0 < Q V • DDDODDDDD DDDQODDDD 1266 LBS. 3 LBS, % ' 2'-18% • 2'-0' 1'-B• 31'-a- 7•-0' F % - 0'-8%• S-8' 3 13 LU. �. I 13.84' E 7' z !` ii 1' 24 30' 19• 3 Q ' Q LLQ � 3.39' 11. 15.38' 41.70' I 3. 5' 8.9 ' 1,4 2 1!8" 7/B' 1 5/8" 1718 - "tt^'- ` N y Q � Q 2 35 718" - ODODODODD DOOODDDDO 2 3.116' {- 31a" M[H. THICKNESS O 2'-7- 2'-I• 4 b .1 e"-5. " 3.56' 13.T1' I T.27' 13.36' I 4.28' 67' 1,50' TRA1rr IC B[AR1h6 �� Z - E % . e'-7• 8-a• 2 Ll A f - ^ ,7 1 .1 19.15' I 4. !,I.-018,1 .4 2 TIS" DODDDDDDD DDDDDDDOD - v 1 - _.�.�- ___I_I I 112' I 30' 3B' 2a' 3 3'-3 2'-B' 1'-B' 8'-10' B-B' F i.9 . c I/4" '�-T-- --.• -._ �c 0'-9c' B'-4• 3 17 CMZ. 91' 17.1 21.06' 4 .7 4.77' II_ B' G 0' 2 slot r1t• 2 3• 7 5 " - 4.08' 18.87' 22.95' i 8.36' 5.01 i I.83' DDDDDDDOD DDDDDDDDD m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NMI 273/8- 1 E �i2 ' 0•-7' 9•-2• 2 19 -1 `X" - DISTANCE FROM CENTER OF PIPE TO CENTER QF PIPE , 2 GRATES SHOWN, EACH I d 35 3/4- 33' 42' 27• 3% 3­6% r-B' 1'-0' I'-B' 9-6' F } 0-18�tM' 9-2' 3 24 YO. "um` - DIMENSIONS FOR MULTIPLE PIPES 1 1 12' 7/8" n . GRATE SHALL HAVE A I s I 1/8" 31i` ` G 2'-0' 2'�'. 5 8 YD' ` v DDDDOOODD DDODDDDOD YIN. xE1GHT OF 316 L85. ' s FORIRJLA T8 DETERMINE "M4n' FOR MULTIPLE - 0 1 !j .r a RIBS 7/8" - E y� - 8'-7• IB'•0• 2 21 Q PIPE Y+ks•7ClN0.OF PIPES-1) 35 1/8- - ► a M - 2.6 sFOR '116' AND -'X" DIMENSIONS. SEE TABLE 3 112' I le n 36' 45' 29' 4%' 3'-9%. 2'-8' 1•-0• 1'-1' 10'-4' F 1/= • 0'-11• 1B'-0' 3 31 CU I- 1' ABOVE APPROX. 240 LBS. 2" 40" 4C I 4C G 2'-8• 2'-6' 6 10 YD: ' . -- - tlEYATI01 � D = 25 I/B- 1 �ss►► � I r m 32" a 114-- E ysz 0'-T 11'-8' 2 24 �5 (a 52- o Kew I n 40 I/ _ a2• 53' 34• 5 4'-3' 2'-B' I'-0' 1•-5• 1r-0' F } i'-1' 11'-B' 3 3b YID. .j . ' G 2'-0' 2-1B' 6 11 26` APPAf1[. Z?O LBS. 1 ` rR11t 5!8^ E 0'-T 13'-LB' 2 42 ; �_ fEetfax a•o 1 _ 504 - I.Q Qr Rax+a Con.■r■ iFiCT IG11 t•i I- 1 i I! [235 - , 4,6 W 0 48' b8- 38• 5%' 4-B' 2'-0' 1'-0 1'-7' 14'-2' F �y . 1'-2• 13-10' 3 62 CXJ, �,• i %\ ,y STORM SEYIIER 11�LET GRATE _ - E 3 . 7' YD. . 1 = 2•-a- 3•-0• 7 34 �72 15'-8' 2 47 F- . . - �- - ��� y Y STORM 5E>itER CURB NLET FRA}II)E ` 54• 68' 43• S. 5'-1%. 2'-3• I'-ISM' I'-9' 16'-e' F % • 1'-2%' 15•-a• 3 71 CUB. Z+ 1 - _ G 2'-0' 3'-2' 8 16 -� 2 1/4-1 1 YD. STORM SEINER CURB 1 ROh T� % , 1'-4�• L6•-10' 3 71 cu. ( .' !.� I \ J e: PICtHCLE DETAILS RIB %TAIL ! E 0'-7' 16'-18' 2 51 7.4 . \ 1 1 GRATE DETAIL FOR TYPE "E" INLET sa 7s• as sgt�• 5­6% • r-s• r-3• 2'-4r 17­2' F r YD, /\� G 'ifs r-0' 3'-51 9 21 1 l 41 k1-- - - STORM SE1�ER MANHOLE COYER AND FRAME �Fa_ %a a 1B'-8• 2 76 92 W � d1 0 , -_ ^�- 66' 83' 53' 7• 6'-0' 2'-6' Y-3' r-3' 19-0' T1s 1'-6• 18•-8• 3 114 CU, Z . is - - - - - - i ' �, i Z-0' 3'-8' i0 25. Y0. Q - 1 /J�y �' S QEIMAI K E 0•-7' 20•-8' 2 82 Concrete SI°D, 3-TH1Ct / - - iM■1nlorwd•IM r.F 6.6-rl..s*1.4 1 14,ASPW►LTIC CIImix 72' 91' 58' 7%• 6'-7% - 2'-9' V-4%- 2'-4%- 20'-4' F }(6 I'-6�p ' 20'-8' 3 123 ICU. � _n} G e 2'-0' 3'-9 1B 26 YO. ■J� ``CC . f * 0'-7• 21'-8' 2 1W iii . - UP V10 EXISTING PAVEMENT PROPOSED PAVEMENT 7a• 98' 63• a' 7'-% - 3•-0' 1'-s• 2•-6• 22'-0• F Sts 3 a' • 21•-8• 3 136 13.44CU. (; 4" ITYP. ) � 2.9xw2.91NI�F G - 4D I { 3 0' G r-B• 31-21* LL 2q YD. ,, 1. tsisT, alriltM�r �_ - -r�y6- E 1• , 0'-7' 23'-B• 2 123 13.6 SAW CUT EDGE o• 84• LB6' 68' 8%' 7'-6• 3•-3• I'-7%. 2'-7%• 23'-4• F 1• 1'-8• 23'-B• 3 184 CU. `• AND REMOVE i' -- ------ r ■ . HIGN . 44 P.- . + STRIP OF ASPHALT _ -' - - -- G % • r-0• 4•- 32 32 YD. Z- {I, i I .. :- I I PROPOSED ASPHALT BAR EI - - ai�b o 4 90• 133 72• 9 8 e• 3 S 1 4• r-9• 4-6 F -9• 24 2• 3 194 18a - •6 R NF. 1- . g co..a ar■ rorSURFACE Cf}URIE }„��ppp� g 1EIh. E.31. dE B 2 ' 1' - Cu. . 6 , . PIP• . t ��I �D�iq��' •�j,1QIiB Ii1>s, alisl�t , j` G r-0• 4-rY0._ 21.2 - I t Soaala a■s. A. f.M1,T.Q. T 1110 c -_ E 1'' 0'-7• 25'-8' 2 137 ` 1 ' . I 3., ...11.3- L, 96' 121• 77' 9%. 8•-5%- 3•-9 '-IB Jtc 2. 11' 2b'-8' F 1' I•-Hr 25'-8• 3 196 LTJ �, •4 Bar V s rl»"a.A■iw - - - - - - YD. .--- . . . - COMPACTED StIBCRAQE - - - -- - - - - - - - T IhG f I . t� G 2'-0' 4-4' 13 39 Q • - FRONT ELEVATION E t ;..• i[tT1+71 . - s Z. T i?• .?.'•''' +"T,'. EI'D ELEYAT I OK TTPiCAI MITERED sECTI�i TYPICAL A K R T - - -- - - - - --- r7 • °"t=so - FU, w1IV DIMENSIONAL AN❑ QUANTITATIVE DATA { '. , S I DEW L C OSS SEC ION kns-,4:C isTl�_¢3tsITT FOR CONC. ELLIPTICAL PIPE ENDWALLS : !L.' . . . - ..L . / L . . COID{IiT OI PIPE . t X15T[NG BA COtiRSE PROPOSED BASE COURSE __ i cl) Z. .- ' A1�[} SUB-BASE COURSE AND SUB-BASE COURSE { I = {--- ----L 3/4- CHAMFER . in a MOTE1 1 1 - , � ___W_ i. CHAMFER ALL EXPOSED EDGES 3J4" -- - - - Ii - - - rz Ex I ST I NG AND PROPOSED 2• Mi N. BEARING CAPACITY 2000 P.S.i. -- 1 ' ' I . . ..: PAVEMENT MID 11QTE= T AL T 3. TfFiERE TIE R4D5 ARE REQUIRED, THE = I _ _ __ _ _ J I L * , �*O �iift ���lMe[OultslRxts INSTHEFUHfT PRICESBLfILFOR 3 OOUPES.1. W �Io - i ;' r CONCRETE. Lu - �I . . .- _ ClTr 5TAt1E3AR0 PAYMENT REPAIR PLAN r1ER _z I , CASE l X _' < 2 W Q TABLE OF DIMENSIONS AND ESTIMATED OUANTITIES STRAIGHT ENDtALLS FOR PIPE CULVERTS z uj :j D I I1ElIS I Opts pUAt1T I T 1 E5 I1ti OhE ElIDtALL L 9" �a W - OPENING WALL FOOTING 3000 P.S.I. CONCRETE; 2„ 5 D AREA G H 8 E F TOTAL CU. YARDS u� ® '< . SOFT. CONC. PIPE C.M. PIPE C.[.PIPE s��` '- - 15" l.2 5' 0" 2'-3 1'-2' 3'-10 S'-2' 0.73 O.T6 0.76 E BARS tu- _ J .- . . 1 1/2 " ASPHALTIC CONCRETE ,+r 0 HI V Q:, . TYPE S-1 1500 LB MARSHALL 18- 1.8 6'-O" 2•-6- I'-3" I'-Il 1'-3' 0.99 1.03 1.03 � � U, . 24" 3.1 81-0- 3'-0" 1'-4' 2'-0" 1'-4" f.54 1.61 1.61 a S T a .tn 75 L1001 M X. DE. u[Y L.B.R. f T w14 D 6' . 2- . A.A.S.H.T.O. T-i801TY 30" 4.9 10'-0" 3•-6" I'-6- 2'-2` i'-6- 2.37 2.48 2.47 = W . >v 36- 7.1 12'-D" 4 -0` I'-8' 2'-4' I'-8' 3.42 3.59 3.57 I . . . ' � 42' '9 14'-0- 4'-b" 1'-10 2'-6" 2'-O- 4.94 5.18 = ,.. .. - 'm NU - - V - ARS , m : . . .4. 48" 1. 36'•0' 5•-0' 2•-1- 2'-9" 2'-0' 5.50 6.83 ' As -- ��-�~ ` Z .. SIZE 70 JOB 10'-0 --- -- - -- --- - - .I:• B m . ' ' • ' • ' ' ' • ' 54- 15.9 18'-O" 5'-6" 2'-4^ 3•-2" 2'-4` 9.23 9.62 I! G BARS ` 5 F BARS 6" - L ' 70P RAIL BRAC MIN• F-5Js" NOMIINAL 12" COMPACTED SUS-BASE, MIN. STRAIGHT ENDWALL FOR 5 "-54 " PIPE CULVERTS BEARING CAP. � - I STRETCHER BA 114-X3/4- CORNER POST L.B.R. 4p, MAX. PLASTIC DENSITY 2000 P.S.F. - A.A.S.H.T.O. T-180 ltOTfSM > N SEE SPECS. 3,080 P.S.F. CONCRETE TO BE � M 1� USED WJ HIGH $OND STEEL - - WI WITHOUT HOOKS a - LM! Q i\3 I. TURNBUCKLE LINE POST f TYPE "P" GRATE (NEENAH MODEL TYPICAL PAYEIVENT SECTION N ROD 0 0 Q DIA. MIN 3J8" SEE SPECS. /ANO. R-4999-CX OR EQUIVALENT] rJ floo Q O DIA.A. LII N. 18, 11��--ff w': � � O • I-318" (}ROP ROD �2" TO SECilRE GA ES 118" 1/8" TENSION WIRE'.- . � . . . � .. ... I . I I Ir . .. ui . - Z }�-�� ` . 18- � . ENDwALL FOR CONCRETE ELLIPTICAL PIPES _ � • 12:[ MAX.SLOPE �, . .+ . ::i:I;: ii Z •:1:I-: tl: - MEET GUTTER . ' LWE 5- - ► - : CONCRETE SIDEWALK p� w a Z . DOUBLE GATES .1.I' • DROP CURB +•' . . o - ,: l Z 0 � _ m I d••. 471 0 Q GATE DETAIL % '4 :_ L SAWCUT AT 0aSTiNG - -' 0 t,, H _ .. • . . . CONSTRUCTION JOINT IIaJm�APPm sYi�a1 IIILUEI LI i. - :,I t 1q_ 11♦1Z" ` .:rts' IBJ Q .I '�• FIELD CONSTRUCTED rT•,r Q coRNER Posy _ % - `° TRENCH DRA I N SEE SPECS. 1O -n" 10•-0- ; PRO�I� : - CITY STANDARD 'CURB AND GUTTER 4• � Z . : 1 :� +- ' TOP RAIL BRAC€ F TOP RAIL BRAC€ Ir518" NOMINAL . ?J I-515" NOidI NAL 4r,1�>ta 4s•' = J 1 r ar inE51RASLEI 2► CHA1N 'LINK FABRIC 2" ry ; 1 2 -6- 3'{MINIMUM) _ m' if! I i. t MIESH ITWISTED AND Z C' STRETCHER SAR$ED} F iN. TOP & TOP OF CURB . 01 BAR 114 X314^ BOT. N0. 9 GAUGE +�-� . : �, � - - - UTTER LINE " N I I . = SO COWIPACTED _7 = ... A 3 --- LINE POST G . O SEE SPECS. + ,:11 . L. i FENCING Yfl BE A N4. 57 s7oNE11 FRONT SECTION ='t W •. - ARflUNDVPOND FILTER MEDIA ' I TURNBUCKLE TRifSS 3 .F ROD-318" DIA. MIN. TENSION. WIRE AND GALVANIZED 18' o . STEEL ELSEWHERE a) ado ao4bao o a .. .n : :•. 7. \. I _ o NOTES: h - .o -, ' ;:' t RAMP StIAfACf SHALL 8E OONS7 R11C7ED TO CONFORM TO SECTTDN 62?,.72 FLORIDA D.O.T.SPECLFICAT[ . a a DRAWING , - . 1 I; EXIST.- GROflND i ;IL. �,7I::. 5" o oa �o a ONS • - 1 {• ty 6",PERFORATED PVC P1 PE a 2,BASIS OF PAYMENT: CONTRACT UNIT PRICE ESTABIJSHED !N THE PROPOSAL FOR SIDEWALK. .V M Lf) J 1": SEAS MEET A.S.7.M. 0-3033 4M� a o - a •■ �,: . 1.I• -• R R MENTI. PERFORATIONS a 4' . SHALL MEET A.S.T.Y. C-500 a 8.TMS STANDARD IS NOT INTEIIIDED TO 13E ABSOLUTE FINAL DETERMINATIO BE MADE IN THE .. Q'\ : 1 0" DFA. I'L rQ' REQUIREMENTS. oa , 4A '. 80 4.MIAMI CURB Ui1T M LIMITS OF 1151FIEEL CHAIR RAMP TO BE "DROP CURB'TO ACCDMODATE THE '12:1 MAX[MU14! I O? • . e RATE GUTTER TO END OF TT10N. - . . � O �� FROM TRAMS - - N m o . I Q _ 12"-DIA. - _ SYNTHETIC FILTER FABRIC 5 Tti1S DETAIL PER CITY ORDINANCE 74�S4p•9Q „ i - -�, ep: - ti 4TYPAR OR EQUIVALENT3 j s , p �. \I >• \ s - :x -N • 0, ��• DATE: . . , . �_ ;� . �� .... . I 11 r: z CHAIN "" LINK •FENCE & CORNED POST DE IL n TA _ JANUARY '�J94 � s a: . , : L UNDERDRAIN DE?A11 IiAND1GAPPEO RAMP DETAIL -7 _ % - 1. 1.1. .HANDICAPPED . '- .''' - . . . . A TT ,o� ,�. .. , . INVERTED CURB - ND GU ER Ol PED PARK TA G DE 1!. N:•\ - . _ s■o� �. _ - . . : , 1. .1 I . _ _- - . . e . --- -- _ __ - -- _ _ - - -_ . . - . . 4 . . . , I . ....: . - I : - I I__ - , - ...� . . . - �. � I .. . : � : ,: - - . . . �... .. � -, I . ..-,,-- , - ."I.. - .: .. % .... - .. I:_'. I. ­- ... - - � -, -1. . � . : , :l ,� . . , - . ..- . I. . .1 . . . . . ,_ , .-,. .- .. . - . . :. �­ .�. �� . ., - _. . . , -- . ,. ,tll;.. ---, - -, � . - . ,- . :4 � - , I— � ,- I — . .. .. . . ; - -. . _ ..x., -r.i� - . . . . I . . . , . . . . . . ... . . . I . . - - I . . \ .. . I . . 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Z;..,In _ _ . �: . . :L . 1 . __.. i - . 1 , . . . 11.1 . I , �A . . �.... , ,. �-� . ::�_ ,,. - _._- . � : :� ► �► i.. PROJECT NO.. � ..�.� I . I - - . . - . . . ::,:: . . .. . . . . . . .. . . . - ► ° ._ .�, :. : . (D . .� lllA H . ;:� : I - - - I . ."". . . . t T LANE ry - . - . - . - 2549 ,+07 . . . . - - -, i. .: �-.-,- .-l-, - .- - . . : � . .I . ...... - ... . . . .- . .. . . . .. . . ., . . . . .- . . . . . - , . . ' . ,' L - r . — . m . . . . .. . , I . . - . - . I - 4 - - . ., . . ." --- - . 1 . . . I.. . . .. . � . . � . �.. :z - - . - . . . . - - -1 . . - - . . . . . . , � . ..' � ­. ���: - 7- "-- . :- ,- ,- . . . . . . . .. . r : � . - .. I - I -. .�.- r- - ..I - . - . . .1 �-. - .. 1�1.. ,r . . . , . L. - .. . .. . - . - - . . � . . . � - , I- . .- - - . L . 1 - I - . . - I �- .. . . . . . . . L .. . . I . . . - . . . . I . . . I . , . , . -. I ... - . I.. . I . . . . . . .. L ". .11 I . . -... � .- I - --.1 . I . . : . . . '. 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' c ;_ , k. .., 1.01 WORK INCLUDES - . - �? i . f Fi _ o . . - % / A. The work covered by this Section includes furnishin all M , - labor, equipment, and materials re uired to furnish and - . _ ". 1. - .'_ 1. `' install an under round s rinlder s stem as s ecified .' _ ;' herein and shown on the Drawi1. ngs. - A I DOUBT: E CHECK . ASSEMBL Y I B Th The extent of the work is shown on the Drawings. In this {1. Y�I T H' RES I L I E N T VALVES - bid,the; lrrigation Contractor shallconfirm all material and product quantities shown ,.on the Drawings, >. - . ; . : SCH 4Q GALVANIZED ' NIPPLE FINISHED GRADE ;' m N FINISHED GRADE 3 M- D B Y c. The Irrigation Contractor shall completely familiarize GALVANIZED UNION . , f POP - U P SPRAY SPRINKLER himself with the site conditions and 'the requirements of _ �, AMETEK V P - 0 '=i �i 5 0 L E N 0 I D VALVE Ili I s �V I T H NOZZLE the Contract prior to bidding. the work in this Section. �. z I - E FINISHED GRADE . VALVE BOX _= -��ti . - PIPE TO BE SAME [I RES TO CLOCK I _�, D �E A M LINE N k� ! 12 " PVC STREET 9 Q° All work specified in this Section shall be performed by A PVC MAINLINE ----- S� 5 ASN — MAINLINE TO . • DOY�NSTREAM PIPING . a qualified lrrigation Contractor. o - - I1.-..-... MATER SOURCE TO SPRINKLERS % 112 " FLEX ! 2 "- I S " REQ ' D } . �.� V) _ _ E, All work and materials shall be in accordance with - s �sE= aCO k j PVC LATERAL PIPE applicable codes. w fARREN ' S TERRA T o i BOND NII ! 2 2 "- 3 „ PEA GRAVEL F. The Irrigation Contractor shall alert the Landscape `—� Contractor of all tine and head location. The Landscape �}—s Contractor shall use due caution so the lrrigation System _ . . _ is not damaged during landscape installation operations. - . .. ' The Landscape Contractor shall be responsible for any . . . ,. .. damage incurred during landscape operation. > .W - - TYPICAL DOUBLE CHECK ASSEMBLY TYPICAL SQLENOI D VALVE TYPICAL 4 16 POP - UP SPRAY • G. The lrrigation Contractor is required to install,.adjust, .. and maintain his finished work at his expense as . W - . I . specified in Section 2H - Annual Maintenance Manual. . Ir ^0 1 1.02 RELATED WORK UNDER SEPARATE CONTRACT . . I' : - • . - . . A. Electrical stub-out for irrigation controller.. to W - . CC . �- W 1 . Z ,Z,1 1Z - B. Water tap and stub-out for irrigation system. ,,,i -r W ..I FINISHED GRADE N N U C. Installation of water meter. W p 0 tt X111 14:is SPR I NK ROTARY . . ; a - Z.. .S ons will on be a o u 11 wed whe the best _ .. ., _ C enc es s o , Tr h hall.be a vertical sided. ' , , .. , .,.... . . n rt ..construction w . .- B. Important. It is the ,Candace a Contractors P ,.. wideLd P .. 2.'10 MANUAL .DRAIN .VALVE- (where 'applicable) _ r { app cable} _ responsibility #o dee t I catuo � :: enough ,to rovide free:working� space-:around work- UJ - .. - , . . _ ; ... : . .. . . ......:: . _ ..... t imine wa era i n...rates and 9 P.. 9 P cute e P rtY . . PP interest of h e t own r. installed and to provide ,:,ample,s ace fo b timer c clan ,.The lrru ation contractor wi`I1 ir backfilling and Y. 9 nstruct PP 9 9 A. Shalt be a manual n Ie valve as inz, .. , . . . � 3. .The: installation of an approve .subs( ion is indicated et a Y PP � and g ted on- She the .Candace a Contractor on the o eration and 'programming rammr compacting.- : P P 9 9 manufactured by Buckner. , r the 'Contractors, res onsibili . An than es LLJ - �. . P tY . Y 9 _.. . ... •,- : ., .. . ... : :. .: .. of the controller and will assist the :.Landscape... re re fo -ins on of a d ,. , - ui d r tatlati n a rove ... . • 9 . Y PP Contractor _ ntract r as necessa in such operations' throughout the - D. When two (2) pipes are to be placed in the same trench r� P 9 211 SPRINKLER HEADS v substitution must-be made to the .satisfaction c- ,- s c fi one aur maintenance Brod,An ad ustmerrts re airs h { } space is to be maintained between .the _ v, a ix in , e e s Construction :Representative_ • . the Own r afro R rase tiv and_ w , . . . . _. n rite without , b _ P etc. other thanprogrammingare.ahe :to res i es The Contractor. shall not install two es with . ; . tel onsibili pipes. P.P _ additional co to Own . : P fit A, All sprinkler heads shall be o type ,heads as one direct! above_._ of the I tri do ve the. other. . .. - . . .. . _ n contractor, .. specified ed o the -fans Y : P P 1.06 JOB coNDlTtolus - . �- • - E. Trenches located 'under paving Shall be backfilled- with ' ' B. Spray nozzles for sprinkler r 11 be • .. . ,.. PART 2 PRODfJCT$ r P Y heads, r€required,ed,aha � AR P 9 P 9 wit f . sn sand (a layer six inches .(6") slow . he i and`ahree: of the same manufacturer as the s rinkler head. } " P A. Examination of the site: The bidder.acknowledges that he P y 9 inches 3 above t e r . - ..has e i e site, I s d "} he pipe) _and :compacted m layers_ of . xam n d the s , pan ,,an specifica#ions, and -the 2.01 MATERIALS a " submission of a notation shall be cons' evidence - C. P compensating devices shall be used on It spray 95/a compaction, Depth," trenches shall be sufficient to q idered. 9 ;. a u f the Pressure compe 'n ice a � _ '; � , provide.. minim m cover above'the'top top o pipe: as that examinations have been made, A. All materials to be incorporated ,in this system shall be ads he w n n rt d q follows: s f ' new and without flaws or defects an of quality and * 12 over non-pressure lateral.fines, Z B. Field Conditions: 2.12 AUTOMATIC CONTROLLER , performance as specified and meeting the requirements of * 18 over non-pressure� lateral lines under paving. z' Y this em, * 18" ov • sYSt over control wires. : o 0 1. The Contractor shall verify drawing dimensions with A. A fully automatic controller must have the following * F 18 * over sprinkler main line.'features:field "conditions and inspect.related work 2.02 WATER METERS 24, over sprinkier main line under _ paving. and adjacent surfaces, The Contractor shall report t' - c) . , 1 Ma m shutdown. Master orVoff switch that permits syste sh d wn cn to the Owner's Construction. Representative all A. Water Meter permits to be obtained b the Contractor. , Y F. The Contractor shall cut trenches. for pipe to required w with programming maintained. P P , ns prevent r e is P .. _ conditions which re n# roe execution of h' - , P proper rade lines and compact trench bottom to prove accurate ' work, B. Shall be provided and : installed by the local water 9 i w m Cost 2. Independent station "programming. a an earl fo grad d uniform bearing r the full-length of the district 'n accordance with their require emeriti. line. 2. The exact location of all existing utilities, will be paid by Contractor. structures, and underground utilities;which may 3. Independent station timing. G. All laterals and mainline shall be sufficiently sloped to not be indicated on the drawings,shall be 2.03 BACKFLOW PREVENTER provide positive drainage through drain valves: determined by the Contractor,and he shall conduct F 4. Manual operation option, > his work so as to preiront intermption of §sM"Ce A. To ,be provided by the Irrigation Contractor. - a H. - The Contractor shall be held responsible for any damages or damage to them. The Contractor shall protect 5. Variable day cycle. o caused by these operations and shall immediately repair w `` - existing structures and utility services and be B. Shall be manufactured by or Febco, Buckner, Watts or 6. Battery powered models not permitted. or replace damaged parts. responsible for their replacement if damaged by approved equal. B. Watt mounted installation, unless specified otherwise on - tr him. the drawing. 3.03 BACKFLOW PREVENTION DEVICE p , C. Shall meet all local codes and incorporate insulation Z 3, The Contractor shall verify the correctness of all system, A. To be 2.'13 RAIN SHUT-OFF DEVICES provided by Irrigation Contractor. finish grades within the work area to insure the Cd H cc W proper soil coverage of the sprinkler system pipes. 2.04 PIPE _ B. Shall be installed at location s ecified on lens, in Z Z A. Shall be provided on each project. Acceptable models and P P Z � -J C. Coordination: A. All piping shall be from virgin parent material. The pipe manufacturer listed below: accordance to local codes and manufacturer's latest W W P P printed instructions. N N shall be homogenous throughout and free from visible Mini Clik 1, The Irrigation Contractor shall coordinate the cracks, holes,foreign materials, blisters, deleterious 3.04 PIPE LINE ASSEMBLY } �* .- schedule of his activities with the Owner's wrinkles, and dents,All pipe shalt be National m �' i R d bi inr , an--Check. >- m Construction Representative prior top commencing Sanitation Foundation (NSF) approved RaA. General: o m z operations. ., w LU �, AquaMiser, Moisture Sensor Control i Z 3 B. Piping on pressure side of irrigation control valves: 1. Install pipes and fittings in accordance with 2. The Irrigation Contractor shall familiarize himself a �n a w . with other work and shall coordinate his activities 1. Shalt be Polyvinyl Chloride (PVC) 1920 with a 2.94 ELECTRIC CONDUIT AND FITTINGS [where applicable] Manufacturer's latest printed instructions. U ow . o wfth those of other Contractors in or adjacent to minimum class rating of 200, sized to maintain a 2. Clean all pipes and fittings of dirt,scales and - landscape work areas, flow velocity of less than five feet (5') per A. Underground plastic conduit; Class 111, FS 1N-C1094. moisture before assembly. second {FPS}, 2.15 CONTROL WIRE 3, The Irrigation Contractor shall give notice to and 3. All pipe,fittings, and valves, etc, shall be a obtain approval from the Owner's Construction 2. T �- pp Type I, Grade 1, Pressure Rated Pipe. A. Wire: Solid copper wire, U.L. approved for direct burial carefully places in troches, Interior of pipes A � Representative prior to proceeding with any site pp pP shall be free from dirt and debris and when a - work covered under this contract. 3. Materials shall meet the requirements set forth in in ground. Minimum gauge: #'14 UF. Common ground wire pipe q shall be white. laying is not in progress, open ends of pipe shall Q ASTM D-1784-60T. be closed by approved means. Z F D. Discrepancies and Unsuitable Conditions: Ld 4, Outside diameter of pipe shall be the same size as 2.16 SPLICING MATERIALS LLQ - . _ P•P 4, All lateral connections to the mainline as well as ' = o 1. Prior to the start of any operations,the iron pipe. other connections shall be made to the side of the z Irrigation Contractor shall inspect the site to A. Splicing materials: 3M Direct Bury (DBY) for two (2) wires or (DBR) splice kitsmainline pipe. No connections to the top of the for three (3) wires by 3M determine its suitability for the work under his 5. Pipe shall be marked at intervals (not to exceed line shall be allowed. Z (� Contract. In addition,the Contractor shall verify 5') with the following information: Manufacturer's Corporation,Austin, Texas. - that the work of other Contractors is sufficiently name or trade mark, nominal pipe size,schedule, 2,17 REMOTE CONTROL VALVES B. Solvent-Weld Joints for PVC Pipes: Q a complete to permit the work under this Contract to PVC type and grade (i.e. PVC 1'120), SDR rating be started properly. class,working pressure at 73 degrees F, and (NSF) A. Remote controlled valves shall be electrically operated, 1. Use solaents and methods by pipe and solvent Q W approval. manufacturers, normally closed, 24 volt AC, 1 Ampere, constructed of 2. The irrigation Contractor shall notify the Owners corrosion resistant cycolac and stainless steel, capable �} Construction Representative of any discrepancies or 6, PVC Type 1 shall not be threaded. 2. Cure joint a minimum of one hour before applying unsatisfactory conditions and shall not commence of manual operation,and shall be self flushing,The ry any external stress on the piping and at least valve shall have a throttling device for system balancing C �. Z operations until they have been corrected. 7. Caution should be utilized in handling Type 1 pipe twenty four (24) hours before placing the joint o due to the possibility of cracking or splitting and shall comply with all code and permitting under water pressure, unless otherwise specified by Z. '1.07 MATERIALS STORAGE AND CLEAN-UP when dropped or handled careless) requirements ' - PP Y �, manufacturer. 2.18 DRIP ZONE (where applicable) a A. The Contractor shall keep the premises free from rubbish 8. When connection is plastic to metal, male adapters C. Threaded Joints for PVC Pipes: and all debris at al! times and shall arrange his shall be used. The male adaptor shalt be hand A. Drip tubing shall be as specified on plans. Sod Staples " material storage so as not to interfere with the tightened, plus one turn with a strap wrench, 1. Use Teflon tape on all threaded PVC fittings. operation of the project. All unused materials, rubbish, to be used every fi {+�] to hold drip tubing in place. ;. t , and debris shall be removed from the site. C. Piping on non-pressure side or irrigation control valves 2. Use strap-type friction wrench only. Do not use shall be: Polyvinyl Chloride PVC): 1120 with a minimum B. All drip zones to be filtered by Screen 150 mesh filter. z . ( metalyawed wrench. 1,08 COMPLETION AND ACCEPTANCE class rating of 160 psi., NFS approved,sized to maintain C. All drip zones to have pressure regulation device either a flow velocity of less than five feet (5 ) per second 3, When connection is plastic to metal, male adapters �• A. The completion of the contract will be accepted -and (FPS). at drip valve or at main tap as shown on plans. P P shall be used. The male adapter shall be hand W z Notice of Completion recorded only when the entire P Y D. All emitters to be pressure compensating tightened, plus one turn with a strap wrench. contract is completed to the satisfaction of the Owner's D. Pipe for sleeving: High impact pipe, polyvinyl chloride P P g fie• `Z Construction Representative. (PVC) 2'110, minimum Schedule 40, PART 3 EXECUTION D. Laying of Pipe: Q J _ • z 3.0'1 GENERAL B. Within ten (10) days of the Contractor's notification 2.05 SOLVENT 1, Pipes shall be bedded in at least two (2") of W fine that the installation is complete, Owner's Construction finely material with rocks or clodQ Representative will inspect the installation and, if A. Solvent for PVC 'P• e: Shall be #710 clear NSF a A. The Irrigation Contractor shall carefully schedule his y dino rocs over -� - approved as work with the Landscape Contractor and all other site p one inch (1 ) diameter to provide a uniform bearing _ final acceptance is not given, will prepare a punch manufactured by Weld-On or approved equal. :". list"'. developments. 2.06 FITTINGS 2. Pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. One W �' C. Final Acceptance: Work under this section will be B. No consideration will be given to any design changes. additional foot per 100 feet of pipe is the minimum Should any changes be deemed necessary after award of accepted by Owners Construction Representative upon A. Fittings for Solvent-Weld PVC Pipe: Schedule 40 or 80, allowance for snaking. a contract,for proper installation and operation of the satisfactory completion of all work including punch polyvinyl chloride (PVC),Type 1,to meet ASTM D2466-73 system,such changes shall be negotiated by.. the Owner's o list" items. z . and D-?a4fi7 73 NSF approved. 3. Do not lay PVC pipe when there is water in the Construction representative. trench. 1.09 WARRANTY B. Threaded PVC nipples shall be Schedule 80. C. Lay out work as accurately as possible to drawings, be removed 4. Plastic pipe shall-be cut with PVC pipe cutters or o ' r A. The entire sprinkler system will be unconditional) 2.fl7 SHUT OFF VALVES Drawings are diagrammatic to the extent that swing joints as to a guaranteed by the Contractor as to material and ends shhacksaw, or in a manner all ensure for to re - l (QVC), offsets and all fittings are not shown, butt. Burrs at cut workmanship, including settling of backfilled .areas below A. Up to three inches (3") size: 125 pound bronze installation so that a smooth unobstructed flow - D. Full and complete coverage is required. Contractor shall =� grade for a period of one (1) year following the date of construction, non-rising stem type, sized to line. Matco P 9will be obtained. final acceptance of work and he hereby agrees to repair or approved equal. make any necessary minor adjustments to layout as or replace an such defect occurring within that year at q required to achieve full coverage of irrigated areas at P Y 9 Y 5. Al! plastic to plastic joints will be solvent weld Z his expense. 2.08 QUICK COUPLING VALVES (where applicable} no additional cost to the Owner, pjoints or slip seal joints. All plastic pipe and w o Ln � o: fittings shall be installed as outlined and w W B. It shall be the Irrigation Contractor's responsibility to A. Valve and keyshall be Buckner 25000 and 25001, E. Where piping g shown on Drawings to be under paved areas instructed b the pipe manufacturer, and it shall Z a but running parallel and adjacent to planted areas,the Y P P all , '� '""' � � : insure complete coverage as specified herein of the areas be the Contractor's responsibility to make o � to be irrigated. During the warranty period the B. Furnish two valve keys fitted with three-quarter inch intent is to instal! piping in planted areas. Do not arrangements with the pipe manufacturer for an Z > ~^' Irrigation Contractor shall make any adjustments as (3/4") swivel hose ells. install directly over another brie m same trench, field assistance that may be necessary. The Y w o '= necessary to maintain proper coverage. C. All quick coupling valve keys and hose swivels shall be Contractor shall assume full responsibility for the Of the same manufacturer as the wick couplers. F. It shall be the Contractor's responsibility to establish a q P the location of all sprinkler heads in order to assure the installation. C. If,within one year from the date of completion, proper coverage of all areas, In no•case shall spacing of w settlement occurs,and adjustments in pipes,valves, and 209 VALVE BOXES E. PVC Sleeves and Electrical Conduit: sprinkler heads; lawn areas or paving are necessary to sprinkler heads exceed distances shown on the drawings - �'` " bring the system, grade, or paving to the proper level of A. To be injection-molded of polyesters and fibrous ancVor those specified. Pipe sizes shall conform to those 7, All PVC sleeves shall be a minimum of twice (2x) F on the drawings. No substitutions of smaller pipe sizes Z the permanent grades,the Contractor,as part of the work inorganic temperature resistant components. Box and !id the diameter of the pipe to be sleeved with two Q will be permitted, but substitutions of larger sizes may „ - under this contract, shall make a!1 adjustments without to be green, manufactured by the following: Ameteck, inch (2 j being the minimum size allowed. extra cost to the Owner, including restoration of all Sheboygen,Wl be approved. All pipe damaged or rejected because of ti defects shall be removed from the site at the time of :Z damaged planting, paving, or other improvements of any 2, All PVC control wire conduit shall be of sufficient •i i? kind. B. For Remote Control Valve: Shall be rectangular or round said rejection. size to hold the required quantity of control and in shape and sized to provide adequate clearance to J � 3A2 TRENCHING res, Should .any operational difficulties in connection with operate and service valve.- the alve. : common .wires. the sprinkler system develop within the specified F. Thrust Blocks: Z _ Perform,dorm, a1I excavations ar required for installation .of 0 uarantee period,which, in. the opinion .of:Owner' may be C. For Shut-Off Valves and Quick Coupler Valves, Shalt be - '- 9 P P Y P inside work included under_this- Section, includingshoringof I � � due to inferior material ancYor workmanshi ,said round, approximately nine inches 9 .inside diameter b1. Cont h P PP Y ( } Y rete. t rust blocks must be provided on the -£ - A earth banks : if necessary. Restore all surfaces, . , difficulties shall be immediate corrected %b :the ten inches 10 IY Y { } thrust side of the mainline pipe wherever thepipe ion, etc., dame ed or cut , xis#ing underground installation, g P P Contractor to the satisfaction of the Owner at noline: - 2 additional cost to the:Owner, including 0 xc ons, to their original a. .. . .. .- g any and all either - as a result f the _e avati g . . condition. cc damages caused by such defects. Is larger than 3" in diameter. meter,a DRAWING . B. Should utilities not shown on the -plans be found during ;=z 1,10 .OPERATION AND MAINTENANCE - IRRIGATION SYSTEM , not Owner's, b. Changes direction, as at tees.or bends. eXcavati ons, Contractor-shall.promptly dY Own s. 9 :Construction Representative for instructions as #o �-�- A. Operation of the irrigation system shall be confined to c, Dead ends. y LL -•'• hours between 9 P.M. and• 6 A.M., and five days a week, further action Failure to do so will make Contractor LL, hours liable for.an and' all damage thereto .arising from his 18 .OF- ' 19 Mondaythru Friday. - Y d. Any other spot where thrust is to be expected. operations bse quem discovery of such utilities. - DATE: :r o 'on u fto d • Indicate' such utilitycrossingsingson the record drawings ;N -.JANUARY 199C.. : promptly. s: .. . ' PROJECT N 25 s. - 49 01 f� r : t , .. . - _ . _ % - -- .- ._ - .. .. - .. . . .- . . - , . . . --. .. -- . -_ . - - .. - . - - _ - - . . .. - . 2.. See Sheet for Thrust block details. - . . . - . . F . ;.. C eta ..,. 0 316 BACKFILL AND A G Control wire splices at remote control valves to be GKF COMPACTING ,_ _ - % - z . . crimped and sealed with specified splicing- materials .' . 3.U5 tRRiGATi011[ CONTROL VALVES . . -. - A. Aft . .. . _ _ Line splices will be allowed- only on runs of-.more than' After system is operating_ and required' tests and o - 500 f ,� : i eet, and .'the must be located in ten inch (10") ins a 'ons :h ve . . . b made, backfill excavations and - - - .. A. install control valves in, valve boxes grouping tocgether round Ir es which are green color.-The . . . s . - where practical.1. P1 renches. _ Y p cti a been p coca ace no closer than twelve `inches {12"} connector shall be 3M .DBY splice kit b c 3M Corporation. '- t . .. . o edges,.buildings, and walls. . - t . Use one e i � ` . B. for trenches, regardless of the type, of i e - . - - - W wai k ed . PP p Y - -splice per connector al s c spli r se 'ng pack Ba kfi#I 11 r <F . red, shall be compacted to minimum 95°l° density under B. Pressure regulating remote control valves shall be _ .% - - cove o sprinkler heads pe a G. pavements,85% under planted areas. adjusted so that the most remote spri k1 h s o rat two {2} spare wires installed : its ti 1 h d t th t f tr ll Lab l . . - The main line. shall have a _ F. a# the pressure specified. en 're engt an o .the omat c'con o er. e - each end "spare wire". C. Backfill material shall be approved soil. Unsuitable -° }. C. Valves shall be installed as shown in details and in w 3.'13 CLOSING OF PIPE AND FLUSHING OF LINES materials, including clods and rocks over two inches {2") m . in accordance with manufacturer's instructions and the in size shall be removed from the site. . - _ . ��: . specifications. A. All testing shall be done under the supervision of the . I. Owner's Construction Representative. Submit written D. A fine granular material shall be placed initially on all Z - - , - 3.06 QUICK COUPLING VALVES (where applicable) requests for inspections to the Owner's Construction lines with a minimum of three inches i3") cover. No . : Representative at least three (3)-days prior to foreign matter larger than 8ne-half inch (1r2") in size - Z shall be ermitted in the initial backfill. 0 . - - � � A. Shall be seta minimum of twelve inches {72") from walks, anticipated inspection date. P o �- . - curbs, or paved' areas where applicable or as otherwise 0- . i . noted. Quick coupling valves shall be housed in valve 1. Thoroughly flush out all water lines under a full E. Trenches located under paving shall be backfilled with - - sand (a layer six inches (6") below the pipe and three � boxes. head of water. be#ore installing- heads, valves, w - quick coupler assemblies, etc. Maintain flushing inches {3") above the pipe) and compacted in layers of .o . -' B. Valves shall be installed on a three [3) elbow PVC fora minimum of three {3} minutes at the valve 95°la compaction. Schedule 80 swing joint assembly as detailed on the located furthest from water supply. - .. , drawings. F. Compact trenches in areas to be planted, by thoroughly _ - � 2. After flushing, cap or plug all openings to prevent flooding the backfill . 3.07 VALVE BOXES entrance of materials that would obstruct the pipe , G. Within all lantin and lawn areas the existing > or clog heads. Leave in place until removal is planting g six inch I A. Valve boxes shall be set flush with finish grade in lawn necessary for completion of installation. (6") layer of topsoil shall be restored to its original a ureas and one half inch (YL") above finish grade. in condition and finish grade. w o . . 3. Test as specified below. r i ground cover and shrub bed areas. - , . - ' , - H. The Contractor shall dispose of surplus earth remaining i .- ' - 3.08 SPRINKLER HEADS 4. Upon completion of testing, complete assembly and after backfilling off-site. = o I I. ii . adjust sprinkler heads for proper distribution. Z - i A. All sprinkler heads within a zone shall have matched PART 4 CONCLUSION i . - precipitation rates. 5. All sprinkler-heads and quick coupling valves shall ed W w ; be set perpendicular to finished grades ,unless It has been our purpose in preparing these specifications to l-= Z Z - - B. All heads operating on one valve (zone) shall do so at otherwise designated on the drawings, or otherwise supplement the plans and to provide a sprinkler system which Z W w ' the same pressure. specified. Sprinkler heads adjacent to existing is complete in every detail. All notes and instructions on . N N . . walls, curbs, and other paved areas shall be set to the drawings shall override any discrepancies or t C. Do not mix different types of heads within a zone. grade. Sprinkler heads which are to be installed in contradictions contained herein, The alignment of the water - lawn areas where the turf has not yet been line, as shown on the plans, is only approximate and may be m . as } , established shall be set on inch m w - D. Shrub beds -and lawn areas are to be on separate valves (1") above the changed at the time of construction in order to avoid trees, ❑ m z: E - , (zones). proposed finish grade. Heads installed in this shrubs, plantings andVor other obstacles. t, w o W - manner will be lowered to grade when the turf is LU Z - Z v Ir. LU Z Z �+. A Please call to our attention an discre ancies in the lans � W • < _ . UJ- , • _ - E. Place part-circle pop-up sprinkler heads six inches (6") sufficiently established to allow walking on it Y P P a CL ' from edge of adjacent walks, curbs, and mowing bands, or without appreciable destruction. Such lowering of and specifications as they relate to actual on-site V ❑ o v . - paved areas at time of installation. heads shall be done by this contractor as part of conditions, Discrepancies of any sort shall not be taken X F. All sprinkler nozzles shall be adjusted for the proper the original contract with no additional cost to advantage of, as harmony shall be preserved at all times so .: radius and direction of spray the Owner. that construction can be pursued efficiently and rapidly in I p y pattern. Make adjustments UJ I where possible to prevent overspraying onto walks, the latter and spirit of these specifications. a pavement, or buildings. 3.14 TESTING V �_. G. Sprinkler heads and A. Make hydrostatic test when welded PVC joints have cured p ' quick coupling valves shall be set Y . - perpendicular to finished grade unless otherwise as per manufacturer's instructions. Q . � z 0 designated on the pians. W 1. Pressurized Mains: W � o .l - H, Sprinkler heads shall be installed according to detail ( ` . � Z -i sheet. a. Completely Install water meter, mains, i < . isolation valves and control valves. Do not 0 z z V - L All spray nozzles shall include pressure compensating install laterals. O Q n. . - - devices. * b. Open all isolation valves. y Z :: a ♦♦ )� 1 L - 3.09 DRIPLINE (where applicable) c. Fill all lines with water and shut off at l u J i . . meter. 0 IL 1 A. Dripline shall be laid out immediately after planting L� before beds are mulched. d. Pressurize the main with water to 60 psi. I . I Monitor gauge for pressure loss for two (2) = - `{ . B. Dripline #o be 'snaked'throughout planted area in such hours. � o` : a way as to insure an emitter every 12" - 18" o.c.. q Z I e. Leave lines and fittings exposed throughout w . . - C. Sod staples (6") to be used to hold dripline in place. testing period. o . D. Allow dripline to completely fill,then flush-out before f. Leaks resulting from test shall be repaired s i . capping off end with figure-8 stopper or flush cap. . and tests repeated until the system -passes. - � E. Once dripline is operational, adjusted for coverage, and g. Test all Isolation valves for leakage. 0 �- p permanently set out, mulching of bed to be completed. Z . ... 2. Non-Pressure Laterals: cc a 3.'10 DRAIN VALVES (where applicable) M a I --- a. Testing piping after laterals and risers are � U }. 1.°. A. The mainline and laterals shall be drained with manual installed and system is fully operational. W Z � � _ drain valves to be installed as detailed on sheet Leave trenches open to detect possible leaks. � � Z � i B. Drain valves are to be provided at sufficient intervals 3.15 INSPECTION Q UJM � ..J . to provide complete drainage of all piping. . A. The Contractor shall maintain proper facilities and � ..J , provide safe access for ins <cc Q 3.1'1 AUTOMATIC CONTROLLER P inspection to all parts of the La -I, work . • A. The automatic controller shall be installed at the - u : 1 a. (� . approximate location shown on the plan. B. Irrigation inspection shall consist of a minimum of: 2 Q i i ' _ B. All local and other applicable codes shall take 1. Mainline pressure test. LU - : precedence in connecting the '1'10 volt electrical service - o , j to the controller. 2. Coverage test. z i . . I. 3. Final irrigation inspection C. install per local code, manufacturer's latest printed 9 P Q . . .- . = instructions, and as detailed. . r X D. Connect remote control valves to controller in sequence C. ff the specifications,ca#ions,the Owner's Representative's ' to correspond with station setting beginning with instructions, laws, ordinances, or any public authority . W - . . i stations 1, 2, 3, etc. require any work to be specifically tested or approved, U > �.M i the Contractor shall give the Owner's Representative Z . J n - �--c ao M- E. Affix controller name (i.e. !'Controller A") on inside of three (3) days notice of its readiness for inspection. a W o controller cabinet door with letters minimum of one inch Z = � `- . D. The Contractor shall be solei responsible for notifying 0 i (11") high. Affix a non-fading copy of irrigation diagram Y P fYin9 � w n _J o : #o cabinet door below controller name. Irrigation diagram Owner's Construction Representative where and when such Z �- - shall be a reduced copy of the as-built drawing and shall work is in readiness for testing. ..:. a w - - show clearly all valves operated by the Controller, _ 0- o_J . showing station number, valve size. and type of planting E. ff any work should be covered up without approval of Z > irrigated. Owner's Construction Representative, it must be W az U o - ii . uncovered, if required, for examination at Contractor's Z .o Y -- . ;; 3,72 CONTROL WIRING expense. M a - j ;:;: . * F. No inspection will commence without "Record" drawings and u7 , P . .. . . A. A11 electrical equipment and wiring shall comply with . without completing previously noted corrections, or w without re arin the s stem for ins ectivn. ` + : local and state codes and be installed by those skilled P P 9 Y P and licensed in the trade. . C) 0 - - �-a. = ` B. Wiring shell occupy the- znme trench and shall be � installed along the same route as pressure supply or . Z... - lateral lines wherever possible, and shall have a minimum .-. 1 I .. - ' - _ - of eighteen inch (78"} cover. . _ - r . C. Control wire shall be installed to the side of the main � LO . ' line whenever possible. Placement over pipes is not Z I . . . Z O i 4 permitted. t,� D. When more than one (1) wire is placed- in a trench,the wiring shall be taped together at intervals of twenty Z i feet (20'). - DRAWING . - E. An expansion curl shall be provided within three- feet z . 1. - {3') .of each wire connection and at least every one . hundred feet {100') of wire length on runs of more than. . . -. 7 . �- 1. 1 { , one hundred feet ( 00 ) in length: Expansion curls shat o - . be formed b wra Y PPing at least-five {5} turns of wire . . 79 Of 19 - — . ' d a ch {1s) d . - aroun one in iameter pipe,then withdrawing I, . DATE: .. - . - LJ I JANUARY '1994 -' -pipe. • c . . � . PROJECT N • . ;: :c 14 4. - - . . :.. - - - .,r - 1. - - ,. _ - 01 y +i�� ., --I - - - - - - . - ,- :- - ---- --- ' -- -- - - - - - — - - ----- ---- ------- - -- - - -- -- -----. . —- - ---- -- - -' - - - - - - _ _ - --- - -- -- -- - - - ---- - -- _. _ - - --. �. - - O� qy S#Elcl2y ..,. _r t.. .- - - ._ _� _ k .r 3 : -1, - - - - c _-. - - - - l _ - - .. L _ <. _ ! ..: : <. - _. . - - - , . , ,.: _ .. % - - - % - it 1 s - Lf t . . I sod - . {; . :. . 3 VTn i Shaathed EAw S#eel ble s a s • . ■ . a ::- .- - Y Ca � f. . ° f980Q Lhs. $reakin 5#ren th) With D � . . 9 9 0 k' — . . . r 3 - 1L �' Sod ' . o . I - - 1"~ ...-•: ..: �. `.; ..:,,. -. ., � •; [�� :t -�.. Ca l van s zed .Connectors t Too I Free Disconnect} C I osed.C 1 1- 1 I P t � _1a.1 >. :. -r- :..,: ,- . _ _ _'� Slotted PVC Connector PI e 1 Clpsed Cell Sol td Plostic Foam Flotation f6" Die. .12 Lbs. . r - Loose SaII Placed By p '>- k. :'�: = Shopel And L1 htl• tMetal Colrar ReInforced} . 9 (A. - .. - PLAN Equ1v. } tI7 lbs Per F#. Buoyancy) . 9 y Flotation [8" Dia Co acted Al on U stream Per Ft. Buoyancy) a o 5O' On Centers f Typ• } mP g p :�� �. of 1 As Re u1red N s Edge 0# Bales. - X _ . q :% t` _ . . . � la __s Anchor Bales Wlth 2 2" x 2" x 4' A, ri ..., Stakes Pet Bale. PPolypro Rape , .-- Posh - `-�. . .. ° Rai ( (600 1 b. Brea in .. - _ n Rernfo o yr on Reinf. . Strength) .. , PLMI C18 Oz. Nyio reed 18 Oz. N g �. Anchor Bales with 2 - 2" x 2" x Overlap Ends - - - Liin Recomme PVC Fabric PYC Fabric c3Q0 psi1. . S Be]e. , nded (300 psi Test) � Stress Pi ate + Galvonlzed Chain Test? wrth Loc]ng l . , z 1 ' ) T1 takes Per i 7 �Garvarit ed ChaTri . - -. � . . ELEvanok .. Grommets . FII ! Slope ELEVATION Spar T ng: Ba I e barriers far paved d I tches shoo I d be spored i n accordance with 7�YPE .0 TYPE . ' 1 Chart I - C DI -5' Std. (S 1 ngi a Pone! For Depths 5' or Less). Lf_.1`. Z Y - 1. ,i TO BE USED AT SELECTED SITES WHERE THE BARRIER FOR PAVED DITCH _ _ _ _ Dg-s' std. tAdditlano] Panel >?ar Depths 5 ). . , NATURAL GROUND SLOPES TOWARD THE TOE of SLOPE - - - - Curtain To Reach Bottom Up 70 I}epths Of 10 Fee#. - - Z Two(2) Panels To.Be Used For Depths Greater Than O 4 - - C Ied - !O Feet Unless Special Depth Curtarns Specifically of .- For In The Pions or As Determined By The Engineer. � nn . 3.. NOT[CE s COMPONENTS OF TYPES 4 A�[D E@ LfAY BE S I SAI LAR OR I DENT]CAL � - . . �` __ TO PROPRIETARY DESIGNS. ANY INFRINGEINENT ON THE PROPRIETARY ; � Flo RIGHTS of THE DESIGNER SHALL BE THE SOLE RESPQNS1BiLiTY OF N . Bolas To Butt THE USER. SUBSTITUTIONS FOR TYPES @AND &� SHALL BE AS - W -- Anchor Bales With 2 - 2" x 2" x 4' APPROVI_D BY THE ENGINEER. A. ��. Stakes Per Bal e. - - N t - . - - - FLOATING TURBIDITY BARRIERS . PLAF{ b MIn. Loose So1I Placed By Shovel And Lightly . Compacted Along The Upstream Edge Of Bales. . r., Fill Slope . ... . . , ELEVATION I ON LL] . . .4 . • `" - TO BE USED AT SELECTED SITES WHERE THE woven Fittsr Fabric In Absence Of . W a t .: NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE Established Grass lApprox. 12' x i2' ). - ' ` . Secure Edges By Entrenching And - .-- -. , BARRIERS FOR F L L SL QPE 5 Extend Under sags and 8dl Bg. FaBr I c I ` �.,-_ Shati Meet The Requirements Of Send Bags Section 985 Of The StandardFr I .O . - SpeclflcatTons. Gast Of Fobrlc To Be I I Z - . 5' Min. Included In The Contract Unit PrICe ' . For Baled Hoy Or Straw. TN. I _ ; r a ° 3 ROADI�AY & SHOI)LBER AREA . Loose SoI ! Placed Sy Shovel And Lightly o� Loose Soil Placed By Shovel And Lightly SAND BRG . Compacted Along The Ups#ream Edga '- C-pocted Along The Upstream Edqe Of Bot es. TEMPORARY EARTH BERN 8� . . , Of Bales. - — - �� PLAIT FRONT SLOPE - -�-SHOULDER LINE . •� OR MEDIAD! SLOPE ON A A `� _N SUPERELEvATED SECTION } } Anchor Bales With 2 - 2" x 2" x 4' -I 11 11 Q Z Sidewalk Stokes Per Bole. Rall Post SODDING ( OVERLAPPED ) - 0 � M Z F'. -i Ld Z < .Z LL Y . � . i s 0 0 - 1 TOE DF SLOPE �'- -I V Q —— n a I— (A 0 < . .-W - ) lbs� 5� Recoml�ended 4� Recommended 0 z O L U . I . Apra Ditch Ditch u d i ' Min. 1 ' Ail n. i0' Curb & Gutter Curb 8 Gutter U � � � . - � -- 5� TyP• 5 Typ• B . Anchor Lauver Bales With 2 - 2" x 2" x 4' Stakes Anchor $ales With 2 - 2" x 2" x 4' Stakes Per Bala - �. Per Bale. Anchor Top Bates To Lower Sales With PLAN ., _ - . PARTIAL INLET C06PLETED INLET 1]lTCFt BOTTOttI INLET 2 - 2" x 2" x 4' Stakes Per Bole. . . ELEVATION ELEVATION -. .. Y d- . Applrcat]on and Spacing: The use of Types I & ! I bale barriers should be rlmlted to the ' 1•-.: `F PROTECTION AROUND INLETS OR SIMILAR STRUCTURES . conditions outlined 1n Chart I. . - - _-�-,,,,_„ 'HYPE I I TYPE I . TI=N4PORARY $ERM . BARRIER FOR UNPAVED DITCHES 25'!. LAP, 0.5' -- . Z. O ' . co . Z IM . . =- . 2 � SECTION AA SECTION BB co � 4 � .. . � r 0 Z � Z ' 1. _.,.- a lk �= O vnrje f SOD FLUME { SODDING OVERLAPPED s In, i ` Varies Greatef U , .___-_. 200' St . 200' St . 1% or . • Less hon ! z oadway I Y Temporary Slope Drains . Ground Line [ Es#Imo#e At 400' Spacing - V) % On Grades Iz Or Greater. Post S 0 flons: 2" x 4" Or a0 O Final 5pocing To Be As 2 ! 12" Yi Dia. Woods Steel Optional Post Positrons _ Principle Post Position � z' . r . ° Sod Flume ( Sodding Overlapped ) ( To Be Olrected By The Engineer. ) 1 .33 Lbs. /Ft. MIn. ) I a I Conted° 20 Toward Fiow 7 installed As FTIi Construction Progress Slope Drains To Be Replaced ' Filter Fabric ( In �� g . As Directed By The Englnser. ) By Permanent Overlapped Sod 6' Max' Conformance with m 0 Fiume After Final Shoulder m Sec. 985 FDO7 Spec. ) >1 . " .. ELEVATION Grade Established. 11 Filter Fabric - L a)cc / 11 t 1 I l t Flow + .- o - SLOPE DRAIN APPLICATIONS —� — u - - - ELEVATION SECTION z - 'rr r �.'- TYPE III SILT FENCE U � 1- 0 * , - � S1It Fence - . �/ +� a Ty e A Or B Fence 0 2 Post (Opt 1 ons+ 2" x 4 Or F\o"t >1 Z = 2g.�Ai n. D 1 a. Wood, Steel �\', p < 2 F- W Nate: Bales #o be staked of the ' b' Max. 1 .33 Lbs/Ft. Min. ) �'� m - . I, Type i I i Or Type I Y S 1 I t Fence Protect i on direction i on of the Eng]neer. z W ,� Around flitch Bottom Inlets. �1_ IS Oz. laylon Reinforced Loose Soi [ P€aced By Shovel And _ PYC Fabric [300 psi Test) FaceOfBalesCted A#ong Ups#ream o Type III Or Type Iv . a 11 II � 11 11 A K Y F 1: a � a L }I 11 • 1��[ B LES BAC EDB ENCS �"` � ��� ; . o I y Q 1. .3 . I -� ll LJ m - i . - i$ it Flow _ _ I� It Flow - a STAKED TURBIDITY BARRIER 1 L-�-V z •r . _ s �16 - , p .. .. o . i TYPE [V SILT FENCE TYPE III SILT FENCE Nate: Spacing for Type III and Type IY r ; 0 S.D- a) . to be Tn accordance with Chart I. V > " Z IM N.N I— m M e Do not deploy in a manner that silt fences will act os a dam across permanent flawing 000,1 - ; - watercourses. STI# fences are t o be used at upland I oral 1 ons and turb 1 d r ty hair I ers Lll Q N used at permanent bodies of water. � 0 .- V? a . . 5 I LT FENCE APPLICATIONS w o 0 o I w ,� 0 .Z. ... . .- . \ . . V OEI�ERAL i2ED CONDI T[WS St+DULO 9E,+D.ti1STE0 YER7 L IOHT < 5 v . LFfsEIIfD! FLOP RATES i GFS 1 Z Q Ld 7 Nora. svAcsNas sHoNa IN THss a•wT a+s:Fastin ON � � _ {� BASED Ott ACTUAL SITE PEIiFDIbwICE OR H7➢pntl" r R .. . . - �Cr GO ; �,�,,,....�. - • Pile Locations CDWUTAT]ONS. LSOHT > 5< 10 0 C> ��-.- � 1 Proposed Toe Of Slope {�Q _ - MODERATE > 10 C 15 - Z- > - $ Dredge Or Fill Area VM HEAVY > rs < e ; � U o - - � g Q ® f4EAVYw f oz . . r -0+ flooring Buoy w/Anchor • 6LEWC (n i Existing � 1 sms �C - �' _..fes/ Causeway .. -, Anchor tettLOW N,,, Ca,.w. aa) Q'; I Coh•slr• �' ._. Barrier Uovement Due \ Fir= Loan rho Sand �.°�` — ^-- 5 aoyn cro..w �n 4 4 ,� <-> To Current Action Czar Sano° COX-"Sana v� ` - Store Lfia Opt I ono I Post Pas I t]ons \ \ Nv = - �,s! Q " Fes# �+ - ' f$�a3 Poultry Mesh t 20 Ga. �9In. ) PR]NCIPLE POST POSITION ;s 1 f . . . � o Post ( Options: 4" x 4" Or Or Typs A Fence Fabr]c ' 20 t Canted 20' Toward flow ) - 4 \ I 1; Z : Il Q fI ` �� 3" Min. ia. Wood; Steel ( Index No. 452 & Sec. 9[i6 - m �, y . N, i Typical - - - - - �` - - - -- 1 .33 Lbs. rFt. MIn. ) t FDOT Spec. ) cal C r ` `< , 10' Max. - i \ '� r .. I Shore Lige Limits Of Const. L P4U1 try MBSh Or � t <, f �o� •Z. ' Type A Fence Fabric f fq I • • , • • Filter Fabric { in Conformance > S y i. Filter Fabric * Current Limits Of ConstPQ . Shore Ling with Sec. 985 FDOT Spec. ) I � rFy • I - Ji f L.�. - - - - , - - - - - - m D It Ja I + `, °`�° ``ter. . - . . � �. �- . Structure Alignment / - ! I I 1 - - " 4 , - m I I 11 1 Y 2 k. F, i - - - .. - - Z Turbidity L r }. Barri ers a 11 #I I S i l t F l a w "� �r, "�' - MOTES+ `� _ . u, L ,.. c � ~ \ Q Q`. TEST Turbidity Barriers for flowing streams and tidal �t\ V . creeks be either floating,or stoked 4A_—— —— -a— -14- `t°`+s'OER USE OF '�g 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. may types / / TEMPORARY sa0 1>. Q or any combinations of types that will suit site . _0 - 2.-Number and spacing of anchors dependent on current velocities. conditions and meet erosion control and water u U t . 0 _ r quality requirements. The.barrier type(s) will ELEYAT I ON SECTION]ON \ .." be at the Contractors option unless otherwise Nate: S 1 i t Fence #a be `` 3: Deployment af,.barrier around pile loQatians may vary to-ncicornmodate construction operations. paid for under the contract . - . 11 specified in the plans,however poyment will ky r' "'-. unit pr!ca for Stoked S I I t Fence t LF ) \ be under the items) established in the � 4. Navigation may require segmenting barrier-during construction operations. p°} 30 100 i 50 200 230 300 3513 400. DRAWING Q plans for Floating Turbidity Barrier and/or `� TYPE I Y SILT FENCE . - 5. Foradditional information see Section 104 of the Standard Specifications Staked Turbidity.Barrier. Posts in staked 1 Spot I nq t I n Feet l fs CV turbidity barriers to be instolled in vertical - . �, I- , GENERAL NOTES - position unless otherwise directed`by the - RECOMMENDED SPACING FOR TYPE' I a i9- Engineer. 1 AND TYPE II . HAY BALE BARRIERS. . in !:,Floating turbidity barriers-are to be'paid for under,the - - - .TYPE I I I AND STYPE .I V . SILT" FENCES 10 . 19 :_ I- .'. ._(n - -'�contract unit price for Floating. Turbidity Barrier. - - _ - - - - _ N - _ _ _- - - _ . AND PAVED DITCH HAY BALE - BARRIERS OF Q- - - — ,-. im Q ' 2. Staked turbidity barriers are to be paid far under the contract in L17.•. :, unit price for Stoked Turbidity Barrier. -. T. - 'A .. .. .- ,— .cv y CwaR t DATE - --. . Z ARR I•r.:'; _:. ,. TURBIDITY B I ER APPL I CAT I ONS - JANUARY 1994 `` a1. - . ,_A I W.. . - PROJECT Nfl•. ao; �_ . ��- . . . - - 25496.41 r' I !IN - . -.. - . , .. - _ - . . - . . - _ - k - - _-- . . _ _ __- : . ., -- - ... . 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I P9MMO E5 TO 5E REMOVED .- � Q I N o 1 111101i 40 it - f 5Fff CHART FOR 5� Alf D OPECE5 z K x � . I Oft �` / cr� II .. . . to x .. .. .---- n - I . . - . . .- .. y I . � X . . . . O OF QAC C . - PALM6 FROM I`�Tt . NL.PO' NV - _. . +, Aft t i C x l I . • � . . Z .I. I I .�L . T .AL- PROP D FENCE ANj � ,, / � LU� I ` OI}TIv[IT5 D hf5TRL1G`�IOH�L 4 � " - 4 - _ \ r f I' �k (RFI DNO 5 I1 x .� /° : ,. I I + ef��� I ..., r u I ,� x I ,/ x -1 x a . Lf 3 Q .i i ^ ' x I „ . 1 �6 x � y,L I . j4e d Lu Z a ,� �" "� I -. r / .(D. P� DaMOVEIPx � I � - a � 5W, s . - x -f _ r x . z i.l„t J1. I JCtJ r m > � � ' i •,,,� - !:. : . .. J- .� ° PROTECTED TIEE5.TO 8E REMOVED 0 I �: I JV x %- �` 0 � < I . Q 2 . I [ . ... CIS CALI 'ER NAME .- REA5DN FOR"REMOVAL:: ' x ri - - J 24 : FINE-. . . MENTION-POND I - x 0 ti Q j - x x �� PANE . ET NI'ION::POND . _. 11 - 0 ti Z . I► i ,: A m - i, x _ . x ,: X• 9 ' FINE ITENTION POND t 11 x I f 1S - PINE .. RETENTION FOND - j � j... / - - - . .. 0 o i . . > � ai: I I .•.e All Ei 11 11 m th { . x 919 I9 TRIPLE OAK .. DETENTION POND � . — a0 - . W..< cv- I I as 9114 TWIN OAK : RETENTION POFD (r a I flc a �- I v ~�.,,. r, 1.1 11 W 0019' I j: : f �� 12 OAK - RETENTION POND : z . -� I w -- Q � I x .�� . . lift - OAK .RETENTIDN POND Q z 0 _1 1: - . � �' o Q I ;� �' - g11 OAK RETENTION POND : �, . x - z- o � I . llill, ii - . O... 1 ll� 1� x �. � . .I , 0�, 1311 CYPRE55 ; DRAINAGE✓ PIPE o 1 . � � _ 1 ­1 _ i 4 !I I. 1. L. . W 179" - Total capper inches of protected trees removed I. . 159 x 0.33 =59" of re lacement tc-ee5 uirM . � 11 - I p ,.� . _ � z I. I' It , . � - �- 1 i1.`._."_ _ - - 1 . - . �,, ti I , -. P ff� x QTY. COMMON DAME BOTANICAL SAME -. SIZE - t' REM as . x - � _ - I . x x . - . - u .. Lill OAK i o, QUFRCllv, IRGIN#AIJA CAL - C' . . - . - . - r . � : i 14 CPAI �E LAG�4F.l�LIA INDICA �0'.f'L'H1 --'. IN 3 UNKII AY ING SNS . a) . .. ] . . - flRAWING' -I. a :_ , _ ` . 77 : .YAP- PiMPOR�I�,, PITT r PD UMTOBIPA'YARIGATA 3,GAL - 3- - . .,; - . . im , Ddu r , ,: '. - _ 0: .. I . _ . � . . - F _ �.. I. .. . - - ,r► .- - - - - . - - ' 7 - 1 . 9 � .\ o -- - �, .. _ i L. 1. ,. ` . x . a� :,ur . - --- . - - - • . - . : _ . . - " � a DATE: �. � �; - , 1 . . . . . . . JANUARY .1 I : Qiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiift :: . . . . . . 994 - \It-�L . F ,�. . . . -� PR ECT No : . I _ ._. cr) - o� 9 J -, . A. �� ; _ 4- / - �54� IN � �� _ . . . . .. . . _ _ . . . . . m. . .. .. : t -. -. . . .: - : t— i� _. .: - ______-7 __ _ _;.. . .:,, . _ . r K _ - . -. - .. ., ,,.. - .: - f . . . . . - . �^ s ,.- .: . I. ,. . ., . .... , J. . . - :; .- . . - i ,_. I. a Z - - - - . z. __ - - :Z [ - . Li '. .,.: . i � - [� . . . . ' .. . . .- .: - ' . '.' .. . - . , :.. -. r-.: -.. ., p - - - I . :, "" - �' . a . ", .., . •, . . , LANDSCA . E DEVE,LQPMENT i1'� � __ -:. i _ , ;. : _. ­ .­7 " _ - . , . - SPAGIN& - - ­ .' . - I _ .: .- . IGENERAL = _ . - . - 1 . I , lSco e. This sec# ion includes alt I�antin of shrubs trees '� - P P 9 . r and r n th r I nfi r rk n II th r l n - • go coves, ado a Suppeme aywo od ,o o e ad . X12 I caping work shown on the drawings and spec 1 f i ed herein, comp. e t e. mu�G H ( 3 - . - . . { . . . . . �n' Ca 1 .,2` APP-1 i cab I e Documents. The following 1 1 ow i ng pub 1 i cat i ons, . 1 , s ecif:.ications, and standards of the Issues listed In this paragraph h I� ° • - I .. P P P T . . . . . I ( Incl udi n the amendments and addenda desi noted ) , but referred to ��NGf l � � � { . he I y. f arm a part of th i 5 . f Z . . - 1. -, speciflcotionytothe extent�requi�ed by the references thereto. . O� iCaiNAi. �AO� . . . I .- . � I . .1 I % - 13. Pub I i cot l on of Reference. Pub I I cat i ons as herein listed shall 1 1 be 111i.���� � pl�� ,_ .1 . I .. .. .. [ % . . . held i n bolt c references n. ' . L. . . . 0 , - _. - . ... . . ... . . . � ' �_ � PTK IlAlS PPAENTl - j r -(_A ) Grades and Standards for Nursery Plants, Parts i and II , _ , d �� 11I a - N - i . :..-� �e. . . . .. . . St. . ate Department of Agr 3 cu 1 tura and/or State Plant Board of F I or i da, I M l N • I- w .. . .. I . . 1 . .- . t . :- .� , IPI.ANTlNa a0l � Il !l _ I . . � . .. .!.- 1.. � . . . . : 1 . . I . L 1. . Seog l e Bu l 1 d i ng. Go i nesv i I I e. Florida-, - N Nva: �� . .�,_­ - , = 111 Illi .- � o . . . [ ... ::,I : , . : :-I � I �,.-- � 1� I.: � .... . L 1. - '.. . ( B ) State of F I or i do Fert i i i zer Low, Office of the Secretary of State, lit - � L . . . .1 . TaI i ahassee� F I'or i do. - I _ 1-1-. _ - - . ' '---'--- - - - _ .1 . ,__. I . 4 Handling and Protection. No plant shall be bound with rope or - a 1 % .wire afi any time 5o as to damage the bark, break brunches. or > . w . . � ' _ . . destroy Its natural shape. During shipment protect oI1 plants with - L . tarpaulin or other suitable cover, against excessive drying from sun w o . . - 1. . and wind. Until planted, a1i bolted and burlapped plvnts shall be set on the ground and wel I protected w l th an occeptabl a mot sture � � �i If�U� ' �l��UN�G� i� �� �'( � �� � '�� . _ - ho I d I ng materia 1 . Bo 1 I ed and bur I upped � ( B & B ) p l ants shall l 1 be +� v V r 111. ., .. . I .- J L . 4 . - moved with firm; . . ... . , naturo i ba I I s of so i ! , with min 1 mum by I I sizes , . * . . . . . . conforming to requirements of Grades and Standards of Nursery �0 � z �] I i '!1, '.. _ .L :. Stock. , No tree or shrub shall be lanted with a cracked or broken ' `D .. �`' ball . Collected plant material shall be B & B or wB & B as required. 1 \ Plants shown as Contolner Grown Plants In Plant Schedule shall have _ # --. � Sufficient roots to hold earth together after removal from containers . without being root bound. � .� --� � i 1 . 5 On-S l to 'Condit 1 ons and Adjustments. Planting shal 1 be adjusted .- J. to f i t actuo i os-bu 1 ! t cond i fi Ions on the s i to and an Ghon es l n EARN 5AUG1!R \ ; . - locations caused thereby shall be mode without additiono[ cost to the NQ S; '� 0 � m r m ,� Owner. The Owner or Owner 's Re resentative mo ad ust the la out O a U . :`. or I ocat l on of s ec i f i ed i an# tater 1 a i s r i or to I I ant i ng. y PLANT i NGI X 1 . AT�AGN bUY I R�5 10 G�N1RA� (.ARG�S� 1 z X z X o X 10 Vi �. _ _ �c ,� , I I . fi Ma i nt enance. Ma i nto i n a 1 I p f ant mot er i a i s unt t I f I na! 'acceptance. �- TRUNK• K ' a a �-- to C3 a V w Maintenance sha I I i nc i ude all re u i red water i n cu ! t 1 vo# Ion, weed i n MU•1 TRUNK TRiiE r 2. SPAGi: ��AKtr� {' ` W a: z q g� g p � (I� Z o � o � v Ji - mow i ng. prun 1 ng, wound dress I ng, 1 mored i ate re i acement of dead �VIiN�Y AROUND, a - 1i �� and unacceptable muter I o l , straighten 1 ng p i ons which I eon yr sag, IZU��t:R H05t% �'' 1 OURS I Dir ROO��Al.(. I ' 11 1, : adjustments of p 1 on#s wh I ch .are p l anted too i ow, and any other F ? 26 �I 1 P yuGH SHAT Rt:S 1 procedure consistent w1th good harticu1turaI practice necessary to GUY IRS „�.n _ � . _ insure normo# , v 1 gorous and heal fi by growth of a 1 1 p I ant i ng under t h i s -- \ I DO N01 GOI�I I N 0 1 . j' Contract . .I . ,� f GON�AGT I TH O�HtiR -� r sr . - '- 6fW TRUNKS. J 1 . 7 Guarantee. Al I materials and work furnished and performed by ,� / / ' ,:. fihis Contractor sha! I be guaranteed for one ( i ) year from the dote of � _,._ !•IMI 4 OF MU1•GH RUH6 K HQ66 Q - i f i na[ inspect 1 on and acceptance except th i.s Contractor shall not be I/2' Ri;I N�QRGI;a 81,AGK ~- Z V tib I i gad to rep I ace, repo I r , or restore any port I on of the work which 1 s GUY {Rl= 9 GA. 11 W Q � _. damaged, defaced, disturbed. and/or destroyed by others or by the AI'lN1iAf.�O, bAL� Z Owner ondlor which results from the Owner 's nag I i Bence. The 5�l;�� ; Contractor sha I 1 rep I ace at no add i t 1 ono I cost to the Owner , a l I pion# 1URNBUGKl.1i {GALV ) a Q i;- - f mater i a l s wh i ch d 1 e and/or which are nofi hea 1 thy and i n a good LLI i , growing condition dux 1 ng the guarantee per i od. Time of rep l ocement I CRAP tRUNK P>;R IL V z i i ��_. sha I 1 be dux i ng a er i od approved by the Owner or Owners A Q Q ti. a z 4:: Represenfiat 1 ve. The guarantee per i od for rep I aced p s ant muter i a I s 6AR�H SAUG>!R SPi;G I {GAt 1 QN5 1 . . 1 . I shall commence on the dote of occe tance of the re laced item or . - t t f [ n t t r i I . MUI.GH { 3') 2` x 4 a 3' 6f AK>; _.- ems o p o my e a , LLQ . P P � � � I � in - a t . I . 8 Except where specifically speclfted otherwise herein, 0l1 inspec- , , , cCA tion, testing, and opprovo1 shad be performed according to the z I� ,� , ,,. Genera I and Spec I o 1 Cond I t I ons of the Spec 1 f I cat t ons. I n no event , \ � �`,% u�1 ` , f,, RI;MOVti SOP 413 �UR1.AP . _( N however, sha! f an fewer re u 1 cements be occe tab I e than hereinafter ` - -'� V J o '. . �. y q P R�MOV� TOP I13 6URI.AP RU@��R H051; - z. , stated. PRPARti PLANTING �!I X I PtiR 5P>iGlFIGAtlONS � W. MU�GH ( 3 ) l 12 R1i 1 NFORG�O, �I.AGK z _ I _ I11 �. ; 111 I . 9 Test Re orfs vnd E.vbe I s. Test re orfs and [ abe I s of overnmento 1 _ - - i E, or pr i va#e paboratory inspect 1 ons or cert 1 f i cat i ons shat I gbe submitted. i:AR1H SAUG�R GUY w lR� 9 GA. ,fl GOMPAG�1=0 PI,AN�lNG 11X ` 1 . I 0 Re u t red Tests and Reports. Submit vs reqquested by the Owner ' s ANN1rA�.i;O, GA�V. _-� _- Representat i ve any togs. l abe i s, cert i f i cotes {or p i ant mater i o l , _ �, 1� � • ; IiARTH SAUG�R fart i i i zer, peat or other mater 1 vI requ 1 red elsewhere 1 n th 1 s �It , 1 _ ,y Specification. Provide ono i ys t s of exist 1 ng and imported topso t I for illI `%� �'►� GUY I R� .0 -; 4 PREPARED P A LING MIX Li - . � a 1 1 1 landscaped areas ( seed and sod ) under provision 3. 8 and 4 . 8 . P�AN�1 NG ! !X -1 I it = 3 STAKE - N { SLAKE '• •' l.11�41 T Of tdUI.GH 2. Mater 1 a! s `� - ~. . � V * �. : 2. I General Requ I cements. A I 1 materia ! s del 1 Heated and spec 1 f i ed GdMPAGf 1;0 P�.AN� I NG M[X 1URN0UGKl.E 'f LV LL! ~ •. . hereunder and represented on the drawings are subject to the - L acceptance of the Owner or Owner s Represenfiative. All materials d 2 .4 LL1 _ sha! 1 be subJ act #o ins act I on and any or o i 1 1 #eats fa i 1 i ng to meet the .' -i `� ..14 required standards herepn stipulated or detailed on the pions will be s ? W J UJ :- : ; _ .I � . Irejected. � 1 i . . . .. ­­ : UST P� THUNK TRS PANT N� � T TR�� PANT N � T o Q . I . . 2. 2 To soil . To soli shall be Indi enous to the Oreo and shall be _ I W P P g HOt �n 5GA(.E . : natur o I l y f er t 1 1 e of o 1 oomy-sand or sand- loam agr i cu 1 t uta I nature N0� D SGALE a CL �- U .< :. and cvpab I e of susta 1 n i ng p i ant growth. It shall I be free of admixtures . . C ;, exce t os s eclfied herein or' on the drawings. It shad be free of Q Q pp P g Lu I sticks, stones, bottles, and other superfluous plan# matter and materia 1 s. I t sha I I be de I i oared• i n a norma I I y mo 1st, unmuddy, unwet I .. _ condition. . . .d. 1 ... - : _� 41 . 2. 3 Peat /Humus. Peat or Humus shall be of o suitable type and shall • - i consist of reed peat or sedge pent , but not peat moss. It shall be free . of sticks, stones, weeds, roots and other undesirable debris and shoe [ - be derived from o source which Indigenously caducas pent of this - , a nature. It shall be delivered containing beween 35 vnd 50 percent . . _ � l . moisture. It shv1l be dark brown to block 1n cot or, granula#ed, free of U I I u s and sha 11 have been cond i t 1 tined I n a stora a I l e for at least _ � N . - s1 x�( b l months after t t was excavated from the peotpp I t . �AY�N AREA PLANT I NG OR MU�GHEO AREA Z - m �' A M Q . 2. 4 Fertilizer . Commercial fert i 1 Izer shall 1 be a complete mixture. - z cr = o Q and shat 1 comply w1 th the 1 laws of the manufacturer regulating at i ng the r �1 r, „ < W (A _J a sale. vnd monu.facturer of Pertiilzer in the State of Fiorlda. Use on �� V J - ' 8 -8-8 , 50 organic with mi cru elements fart i I iter. ] t shol 1 contol n the fy MU1•GH z• W '-' Q _J - . fo 1 l ow ng percentages of p i ant nutr i ants by weight . 1 i + v tP�y �jP�G I F I EO ) + 0 0 � 1 I PLANT Nva M ! X U Z = > . . - ( A) .Elght Percent { 8Z ) Nitrogen - One quarter of nitrogen shall be in ' -�f W o Z i. . the form of ni trots ni fico en one- uorfier I n the form of onnoniocal � ill I ! = " � '' nitrogen, and one-hat f ingthe formgof urea-formol dehyde for 1i l--' z o ,c . . .- , . agr 1 cut tural uses TR�NG� �OG�R OR G ! NAL �RAOti - 2 EX 1ST I NG GRAD OR " a <" . Nili _. I. N : . ! - � :. ( i ht P r nt t 8 x ) Ph h r 1 c Ac 1 d - The source of hos har i c ( fYP _- ITI �= GRAO� OF P�AN1 NG w . B1 E g e ce os o e - ac 1 d may be superphosphate, phone meal , or tvnkoge; and P P { _ { ! � I �'� ARBA W. � . { C l E i ht Percent t 8� ) Potash - Potash shvl I be derived from -fin r _ `�-- '. 0___ %.a - . L � - ir U Z' 11_ 1 sul foie of potash. I N Mi °C .. . :. . � . . - \ � _ NOM: 2. 5 Manure:, I f commerc.i v:l .i y processed cow manure t s used, I t must '; 11111 • � --F711 l . 1R NGN EDGER � TA l SNA�� - . z_ � z Meet tide ISI i'i i�l �equl ye n#s o de F I br f da pert f I I �e� Law �-- - GVMPAGfi � Pl.ANfi NG 3' �ti UaEO Afi ALS l,A N EflG65 - - F_ perto 1 n 1 ng t,p the sole of fart 1 f i zer motet i of s. - AT Al,� ��G .S OF MU�GH � ARIAS '-� . . ' �, . , = .. •; t ,. 2. 6 P l ant I ng 5�) I -M I x. Backf i l 1 sha l 1 be prepared as a ' i f arm 1M (POR GONIA l NMM l . I ' (= � . mixture .of one- forfih peafi, one forth cow manure, and one-h©1 f flop n z 'i. so i 1 . To this mi xfiure shall 1 ! be added and un I forml y mi xeG! i - I !2 '� O : ,{ ounds of commerc-1 a 1 fert i l i zer as herein specified. per 'cub l c yard of 2. TR>iNGH ��GER .SNAi.l. GREAT>; . pp �j- backf 1 I l prepared. The--chemt col react i on of th 1 s mi"xture+, sha l 1 be M I N • A G��AN S�PERAT I ON SET >i�N. ,. od o pH; 6'. 0 .to b. 5 by e I #her add l ng wet#ab-I e f i ower�s of su I phut - ARIrA� .l TH SMOOTH EVAN . us ed . •� to raise the -acidity level or by adding doiamitic agrlcuitura1 limes#one j - ,� C1 . to I ower the tic 1 d t ty ! eve I`. This reparot.t on sha I l be used around and U V �� �� i'�A I � _ I NES I ACJ I NO IrATEO 0 THE - ,u under o l I p I ant muter i a l s, except wwns. { P�,ANS ). i DRAWING .. •. NO 0 �GA�E STA :- . .- TRONGN �1��R 0 .).-_. � �, - . . - /t �' NOt TO �GAG� - - r. U ,� - . _ 12 OF 19- u a�.:� - . ATE �- �; y . . . .. , -:.� ... �: .., . D ., . - JM MARY 1994 .. µ z_ . . - . . a Qa. .- - . . �� a -�-. gin_ - .. PROTECT NOA y- - - C) . .. , - , . - . . i. !� .C] } , - =� . . r - . _- , -- -- _--.���.-- -- _�___._ __ __ _-_._ ___ __-- - .. W �� N r r. 1. _ _ - 1. _ _ _ -. % " a.. 1.% - ..� - 1. - - - .. ... -. - .- - - _ - .. - .. - - ! . - - - .. - - is r _ .. .. - . - • - - - - f _ - . .. 1. - - .. r < e a. - - ;: 0 Z ,:;.: :. .. .� _. I''.' .: ..: :• ;':_' .- .. ,. , . . � - , 1. . 7 PI-ant t ri 1 i t t ri ! h lI n r r grown, ( E ) Install edging at periphery f seeded area In tr T h# lin t �- - 2 o Mae a, s All. plant ma a ossa be u se y g ow g g p p y o s s a g es o t8 ) Place to soli Burin dr weather and on dr unfrozen sub rode. t . . , F V&'i da- No. I' stock. All mater' i a l s sho l I be :health , v i gorous., free of consistent depth. .. .. n , i - ', - - - ,�- Y , . diseases' .and- i'_nsects, Tuned for best .shape without a eoronce of O t n f r 1 n n n- r n i t r i f from w. er d eg og c e a P P P C Remove vegetable mat a o 0 o ma o � - . 1 in " n I - de-horning ,, and wi-thout sy toms of nutrit:i'ona1. defi�cIency. All 3 0 Seed g a d Mu chine to so1I whIie rend1n __ % p.l ants mist be true of var i ety, cul # ivar, andlor species. Pi ants must w. . . . mea ure occ r 1'n t l in r it nt t 1 l n th r Tn tA ) The rays seed mixture , hol I be scattered uni forml at a -rate f - . r , s o ,d g o s z g equ eme s de o ed o e d aw gs g s y o ( D ) Grade topsoil to eliminate rou h sow or soft areas and to -ensure: Piants ,mus+ be natural ) bush dense � n ood folio a well branched I85 ounds er acne. Dependent upon ti-me of seeding, a mixture of 9 , .. . ... Y Y� 9 9 P P P P 9• positive drainage• 41. . I 1. _ and ,of ; good" appearance. The nurserylnurser:ies from which they are ! % derived shall • be' under regulatory I-nspection .by the Florida State Argentine Bahia tat l00 pounds per acre ) common Bermudo unhulled ( E ) Install edging of periphery of sodded areas In straight lines to Department of Agriculture andlor the Florida State P1 ant Board or on t35 pounds pper acre 1 , and uick cover tannual rye grass or brown to consistent depth. p p y 9 -" - equivalent agency, If :derlved from outside the State of Fiorldo. millet a# 50 pounds per acre ) . Exact mixture to be determined by P P . m " , - y e o s o Pllants� ente Ing from outside the Stote - of Florida must bear the entry Owner 's Repres ntative t time of eeding. C ntractor shall mix the - ;' . . .- f .. . . - _ Is cert i f 1 cate of the State Department of Agriculture of the state of seed w l th soil prior to sowii ng I n o manner Insuring on even 4 . 1 2 Fert I I 1 zl ng. - Florida. All plant materials will be Subject to approval of the Owner dlstnlbution and retal �oge of the seed on the site. The seed shall [ - 1 _ _ - - - . --<or Owner s: Re resentotive for ualit , slze .and color. Plants lockln #hen be ! 1 ht1 raked into the round. Roll the seeded area with o _ . . - _ • . P.. q Y 9 9 Y 9 tA ) Apply Pertlllzer in accordance with manufacturers instruc# ions at" .- to ' r 1 ! t in 11 ht i ht r 1I l 1I I :< ns, pants which are weak or h , we g o er to f rm-up the so and ensure good contact a rate of one ound er i + 000 s uvre feet, - . . .. andocantssin upedpby cIosertlantIn i.n nurser rows wIII not be be9ween seed and soil . seeded oreos should be watered Bail to . P j Y g Y y P P q o ! n 1 ft h kI i I d I t 1 l I t1 0 � 1. dccepted. P1 ant materials w Ich have been cut bock from longer insure good germs otion. tB ) App y o er Smoot ra ng of topso an pr or o nsta a on of �= gr©des to meet certain speclfTed requirements w.i1l be rejected. sod. °- t B ] The mu I ch mater i a I sha I I be straw cons I st 1 ng of oats or wheat _ - _ 2. 8 Cypress mulch shall be minimum three inches thick and be In o sfirvw. The mulch shall be spread at a rate of nine tons pper acre and v"i non-decomposed state= not more than one Gil season old. cut Into the so i I or anchored 1 n o sat 1 sfactory rrxznner . Mu t ch shat I be { C ) Apply fart I I 1 zer no more than 48 hours before I ayI ng sod. - . free from weeds and other grasses. . � 2. 9. Wropping Material . Four- inch wide bituminous impregnated tape, ( D ) Mix thoroughly Tnfio upper two inches of topsoil . ! r corrugated or crepe paper , specifically manufactured for tree 3 . 1 ! Seed Protection. . I 'r wrapping and having' qualltles fio resist insect infestation, Twine for 4E ) Lightly w©ter to aid the dlssipatlon of Pertillzer. _ , tying shall be a lightly tarred medium or course sisal yarn. { A ) Identify seeded areas with s}ekes and string around ores periphery. i I 4 , 13 Laying Sod. . 1 2. 10 Wire. Guying wire for staking trees shall be 9 gauge annealed iB ) Cover seeded slopes where grade is four Inches per foot or greater > w 3 - gaivanlzed steel , with erosion fabric. Roll fabric onto slopes without stretching or ( A ) Moisten prepared surface immediately prior to lvyIng sod. a 3 ' r . pulling. ( B ) Loy sod within 24 hours after horves+ Ing to prevent deteriorofifon, = W . • . : _.. -=- : ' 2. 1 1 Hose Chof i n Guards. Chef 1 n i g g guards for guy wires shall be new or used two-ply reinforced rubber or plastic hose. ( C ) Lay fabric smoothly on surface, bury top end of each section ( C ) Lay sod tight with no open joints visible, and no overlapping; ' in six- inch ( 150 mm) deep excavated topsoil trench. Provide 12- Inch stagger end joints l2 inches ( 300 mm3 minimum. Do not stye#cF� or 2. [ 2 Wound DressinglPruning Plant . Tree wound dressing shall be [ 300 mm) overlap of adjacent roils. Bock-fill #ranch and rake �. , b I ack aspho[ t base ant I sept 1 c point os monuf actured for such purposes. smooth, I eve 1 w i th ad] acent so i I . over 1 ap sod pieces• , Z i , ( D ) Lay smooth. A [ Ign with adjoining grass ureas. . 2. [ 3 Insec# 1cldeslPesticldes. Chemical sprays, dusts, or gaseous tD ) Secure outside edges and overlops of 3b- inch 1900 mm) intervals - Includin but not with stokes > commppounds used on or around plant materials, g ( E ) Place +o elevotlon of sod one-half Inch below adjoining edging, . :'_---------- ! T-mI ted to trees, shall! 1 be approved for such uses by the E nv i ronmento[ P paving, and curbs. Protection Agency and the Florida Department of Agriculture and ( E ) Lightly dress slopes with topsoil to ensure close contact between . , Consumer Services. Such materials as ma be used shat ! not fabric and soils. ' ; : constitute a hazard to human health or interfere with site working tF3 After sod and sol ! have dried, roll sodded areas to ensure good - conditions and habitation. - tF ) At sides of dl #cher, lay fabric lops 1n direction of water flow• bond between sod and sail and to remove minor depressions and r Irregularities. Roll sodded .oreas with roller not exceeding 112 pounds. m u >-. M UJ . . 2, I4 Stokes. Stakes for staking trees shall be of o dimension as noted Lap ends and edges minimum six inches 5 . OPERATIONS C° o on the drawings. Such stakes shelf hove been treated by the lurFber 11 . - manufacturer with .pressure applied pentochloropheno! or anequal ( 150 mm) . ; z = .r = Y q r 5 ! General . Prior to commencement of any worK, the Landscape -� , C C3 � . + - nonwoshobie wood preservative; however , the preservative shall not C' ntr t r h II l t th lie locate lantln areas Iocement of a ~ C, a w U1 ; ` be creosote. o oc o s o nspec e s p g p c� w a: = Cr . - 4 . SODDING guying devices. locate electrical cobEes, conduits, and other under- 'n z o o v 1 - ground and above utilities so that proper precautions and procedures < 3. SEED THIS SECTION INCLUDES INSTALLATION OF may be followed during and throughout construction. He shall i ;: AUGUSTINE SOD become formlior with other job trade activity which has an impact - 3. 1 General Re ulrements. Where seeding may be required on the 5T, [ ens, q u on his work or u on which his work hos an i act and shall � 4:. p the seed required shall comply with vll minimum provisions AND MAINTENANCE UNTIL ACCEPTANCE. aprange #o corefuipy coordinate his work with other trades through the < of the F"lorlda Seed Certification and Testing Low. Germination rate i �� ---� • shall be the moxlmum percentage required for the varietKo speIfled; General contractor s Superinfienden# . coJ S I however, such rate shat ! no# be less than 80 percent. xious weed 4 I References. seeds shah be non-existent and foreign moier l a l s sha! [ not exceed two - 5 . 2 Layout . P 1 ant material locations and bed out l l nes sho 1 1 be staked . Q c : ercent , ( A ) Americo Sod Producers Association tASPAI Guideline on the project site by the Contractor and approved by the Owner or p Al [ seed shall be processor sealed bags and shall bear a S ecificotlons to Soddin Owner 's Representative before any plant pits or beds are dug. The �- � F . -. State of FIorldo Certification lobe ! . Seed shoI ! be free of mold and P g Owner or Owner 's Re resentative may adjust plant materIoI iocat1ons Lu 0 o I ' without moisture present . Seed having been wet or stored in wet tB ) FS 0-F -241 - Fertiilzers, Mixed, Commercial . to meet field condi pi ons. - z . bins shelf not be acceptable. I 11 4 . 2 Duollfy Assurance. - 5. 3 F3nIsh Grades. The Landscape Contractor is responsible for aI1 W Q j . . ----.� 3. 2 t}ua1 i ty Assurance. Provide seed mixture i n containers showing fine grading and preparation for planting. Finish grades atop of soil ) `"----,, percentage of seed mix, year of production, net weight, dote of � o ocka in and location of acka in tA ) Sod; Minimum age of 18 mon#hs, with root development that for afi sod areas after settlement shall be one-half inch below the top Q z t P g g' P g g will support its own weight without tearing, when suspended of vbutting curbs, wvlks, walls and abutments. The finish grade of Q � . . j = vertically by holding the upper two corners. o l ! plant beds prior to mulching shou be three inches below finish r 3. 3 Regulatory Requirements. grade of sod, abutting curbs, walks and wolfs. Three inches of mulch - V .: j ( B ) Submit sod certification for grass species and location of sad shall be added after planting. W tA ) Comply with regulatory agencies for fertilizer and herbicide in a composition, source. 5 . 4 P I ant I ng Season. The p 1 ant i ng of p 1 ant mater i o i s and 1 as may � Z 1 i 4 . 3 Ouallflcotfons. proceed of any time, period, or season agreed upon by the Con#Tactor < ' _ _ tB ] Provide certificate of compliance from Florida Seed Certification and the Owner or Owner 's Re resentative. - Z : i r�.. and Testing indicating approval of seed mixture. P J - o f , : - ( A ] Sod Producer : Compvny speclollzing in sod production and . V) harvestin with minimum five ( A ) 'Do not Install plant materia ! when ambient temperatures may W- 3. 4 Deliver Stora e, and Hondlln 9 years experience, and certified by the I y` g g State of Florida. drop below 35 degrees Fahrenheit or above 90 degrees Fahrenheit. 1 2 , � ,= Q f 1. (A ) Deliver , store, protect , and handle products to site under ( B ) Do not install tants when wind velocTt exceeds 30 miles er - provisions of Section I . 4 . ( B ) Insfiallers Company approved by the sod producer. p y p _ . hour .. _ '. j ;, 4 . 4 Regu I atony Requ l re�ments• Comp1 y wT th regu! otor.y agencies for . . IBI Deliver Toss seed mixture in sealed containers. Seed In I g fertilizer and herbicide composition. 5. 5 Plant Pits. The Contractor shall excavate plvnt pits, unless - . 1. - damaged packaging is not acceptable. - . 4 .11otherwise approved, according to the drawings. , t: - I CC ) Deliver fertilizer In waterproof bogs showing weight , chemical 4 . 5 Deliver, Storages and Handling. - . . P g g g 5. fi Setting Pants• Eoch pi ant shall be established in o manner 10'. a enol ysi s, and Home of manufacturer. tA ) Deliver , store, protect , and hond� e products fio site under consistent with plant defiai [ s. All plants sha[ ! be set plumb and stralghfi . � € provisions of Section i . 4 . Plants shall be established #o a depth which is not greater than that at 3. 5 Coordination. Coordinate with instaliotion of underground which they grew when In the nursery container or field. The excovafilon ~ V " { I .' sprinkler system piping and watering heads. ,, ( B ) Deliver sod on pallets, Pr tec# exposed roots from dehydration, void around each plant shall be backfilled with backfill. mixture W Z .. specified in this Section and detailed on the drawings. All backfill shall W . 3. 5 Preparation for Seed and Sod Areas. Limit preparation to areas ( C 7 Do not de I i ver re # ., n' can :be I a I d ,within 24 hours. be to ed and worked f I rm! under and around the root bo! I fo f I l I �' Z 2 0: I which will be planted In the Immediate future. Where Iowns ore to be mo sod �a {. all voids Y '� 2 Q W • -1 :i : i p I anted, prepare so i 1 .for ! awn p ! ant i ng os fo I I owss T i 1 i to o depth of 4 . b Coordination. Coordinate w 1 th i nsfa I I at i on of underground Z U.! J J . r : no+ less than 4 inches and add 3 yards of pea# Ihumus per I , OOD s rinkler s stem 1 in and woterin heads. 5 . T Siol Preparation for Ground Cover Beds. Spread three Inches of i > � � square feet , as specified Tn Section 2. 3 , Peat /Humus• Remove high P y P P g g pevt uniformly over entlre� ground cover area; spread 50 percent organic areas and fill in depressions; 1111 soil to a homogenous mixture of fine i ! i n r # n th r xtr n u 4 • T Materials. fert T I i zer of a rate of 40 pounds per 1 , 000 square feet uni forml y over the 0~ -= �;:, - texture, free of lumps. cods. s o es, oo s a d o e e a eo s round cover area, rotor mix foo de th of eight - inches;ht - inches, fine grade to matter. Prior #o reporation, remove axis# in Toss, ve elation, and g P g • � U i P ! t i f n 9 ' r 9t o not ( A ) Sod: ASPA certified nursery grown; cultivafied gross sod; type remove all trash, rocks and debris +o a depth of eight inches; regrade to ~ U = 1 turf. Dispose of sucf� materia ou s de o Ow e s p ape y, d indicated In lent schedule on drawTn s below in schedule at end of finished grade before mulching; apply an approved pre-emergence Q Q I i .. turn over into soil being prepared for lawns. Grade lawn oreos #o a Section; withpstron fibrous root s stem, free of stones burned or herbicide; mulch lanting beds before setting plants; thoroughly water G ..._ �. smooth even surface with a loose, uniformly fine texture. Ro11 , rake, g Y � P bore spots; containing no more than five weeds per 1 , 000 s uvre feet. and firm the plants into the ground cover mixture; any mulch that may Co. . { and remove ridges and fill depressions, as requ [ red to meet finish q have gotten soil on i # during the planting of the ground cover shall be � 1.- 1 grades. Limit fine grading to oreos which , can be pi anted wlthIn the -o Immediate future. Moisten prepared lawn areas before planting, If t8 ) Topsoil : As specified in Section 2 . 2 removed and the area remulched. r. Z soil Is very dry. Water thoroughly and allow surface to dry off before tC ) Fertilizer : FS Q-F -24 , Type I , Grade A; recommended for gross, 5. 8 Staking. A! 1 trees are to be staked unless otherwise instructed by . planting of lawns.. Do not create a muddy soil condition. Restore n r r n r ' r nt ti Refer t # kin t I . 1 ; if eroded or otherwise with 50 percent of the elements derl �ed from organic sources, of Ow e o Ow e s Rerl ase a ve o s o g de of s on the . ;. dre orad areas to s ecifTed condition. . 4D� .,l � isturbed after fine grading and prior to planting. proportion necessary to eiiminofe any deficiencies of topsoil , -os drawings. Wire shbe encased In to prevent direct contact wiah n r - Indicated in analysis to the following proportions: nitrogen eight the bark of the tree and shall be placed o ound the trunk of the tree in a .. � . 3. 7 Accessories. percent , phosphoric ac 1 d - eight percent , so I ub[ e potash - e T ght percent . single loop. Wire sho! 1 be t i ghtened and kept taut by t w i st l ng strands . - . [i .> N ( - together, or with turnbuck I es. Stakes sho 1 l be dr I van into the ground a �, N ( A ) . Mulching Mate Oat or wheat straw, free from weeds, ( D ) Water: Cieon, fresh, and free of substances or matter which minimum depth of 30 inches and backfI1 ! ed firmly. 0* M ." • . fore i gn matter defy i menta 1 to p [ ant l i fe, and dry. Hay or chopped co I d 1 nh i b i t v 1 gorous growth of grass. Z Q cornsta 1 ks are not acceptab I e. 5. 9 Mu ! ch I n A l I plant beds and i ant saucers sho I I be un l f orml y - � �; - 4 . @ Tests. gg p covered w 1 th a three 1 nch 1 oyer of mu ! ch. Mu ! ch hedges fu 1 l w i d+h of = - o 0 - the hedge bed. Conte 3 n mu 1 ch within 1 ondscope borders. Adjust p I ants w �'� i s (B ) Fertl l Izers F 0-F -241 , Type I , Grade A; recommended for grass, Z ' . -- , - with 50 :percent of the elements derived from organic sources; of { A ) Provide analysis of topsoil fill under provisions of Section I . lO offer mulching so mulch does no+ cover or bury any above root foliage• . e- I . proportion necessary to e I i mi note any def 1 ci enc i es of topso 1 I , as 0 Cr _J , j hos horns, otash 5 IQ Wra in Alf trees ore to be wro ed wet the trunks of trees : i nd 1 Gated i n ane! ys I s to the fol [ ow [ ng proport 1 ons: Nitrogen - eight i B l Ano! yze to ascertain percentage of n 1 trogen, p p p pp 9• PP - L) Z a- � - sol ub I e salt I t content, organ i c matter content, and pH vo l ue. thorough 1 y w i th Insect 1 c l de. Wrap trees by over l opp I ng 1 112 inches, � w - a z percent , phosphoric acid - eight percent , soluble potash - eight wrap from the base of the tree to the lowest main branches of the tree. 0 u_a • percent. Broodcost of ?50 pounds per acre. ( C ) Submit minimum ten ounce sump1e of +opsoi1 proposed. Forward Tie the wrapping at the top; botfiom and of two feet intervals o# ung the 1� .Z o sa le to o roved testin laborotor in sealed containers to revert trunk with #wine. wro within four days after planting, but not before - c? . .�Q ( C ) Water: Clean, fresh* and free of substances or matter which contamino# fon. g Y P the condition of th #punk of the trees has been Inspected and approved. � tn would inhibit vigorous growth of gross. - I . UJ ' 4 . 9 Examination. Verify #hat prepared roll base is ready to receive 5 . 11 Flna! Cleanup. Upon final completion of work and before Inspec- _ 3. 8 Tests• the work of this section. + ion and acceptance, vl ! aspects of fihe project si #e shall be thoroughly U .fl { ( A ) Provide one I ys i s of a i 1 topso 1 1 f i 1 l under provisions of Sect 1 on l . l 0, and comp! et e I y c 1 eared of debr i ss sto 1 ns, mater i a I s, defacements, and Z . 4 . 10 Preparation of Subsoil . temporary facilities• Likewise, any repairs which ore the obligation of Q ., I this Contractor shall be completed. - + : ( B ) . Anol,yze to ascertain percentage of nitrogen, phosphorus, potash, to a I �Olubl � salt COn#int , organic mo for Contents and pH value. ( A ) Prepare sub-soil and ellminote uneven areas and law spots. _ _ � Z :. I 5. i2 Llablty of Contractor • The Contractor shot ) be liable for any .� . ( B ) Maintain lines, levels, profiles; and contours, Make changes 1n and all damages to property which result from his performance. He � F iC .l Submit minfimum ten-ounce sumpie of topsoil proposed• Forworp grade gradual • Bend s[ apes into level areas. shoi ! , without extra cost , restore to ori9InoI Condition any areas and/or X .= . ';, sample to approved testing laboratory in sealed containers to prevent construction damaged, defaced. disturbed, or destroyed by him or his 4 °' _ .. � i E contoml no+ i on. ( C ) Remove foreign materia 1 s and under i nab 1 e p! ants and the i r roots. workmen. 1 z - I - Do not bury foreign malarial beneath oreos to be sodded. (D ) Testing- 1s not required if recent tests are available for I *or-ted U topsoil . submit #hese test results to +he testing laboratory fQr tD ) Remove contoml noted subsoil . tom" - approval . Indicate, by +est results, Informa# ion necessary to I I . e#ermine sultabl [ If - d y W - .. . % ( E ) Scarify subsoil to o depth of four inches where topsoil is to be - - . IF -��� - - 3. 9 Placing oc i ng Topso i [ . - - _ �'_ ; - p[ aced, - _ _ _ - iFl Re eat cults i n in r h r 1 nt f r h lin vol a eas w e e e u me d o ou DRAWING ' _ . :. = i mum th o fo hes over,area to be - 1 q use g :r �- A min and spread ng opsoi �, hos compacted subsoil , ,_ :) -Spread topsoil to a dep f ur 1nc . -o - Rake untT f smooth k seeded: I :' - .� (B ) P I ace to so I I dur I n dr weather and on dr unfrozen sub rade. 4 . I l P l ac 3 ng Topso 1 i . 9.' � P g Y Y . _ 73 79" I -: , : . . ' of1 �r:� : tA ? Spread topsoil to a minimum depth of two Inches over area to be - _1 ( C ) Remove vegetable matter. and foreign non-organT c. maters al from .s-� C sodded. �...j 8- .� -topsol ! whl, l e: spreading. .. DATE: . . . - - �: . , - . z.:rn - . r i--I t ! i mi n ter h l r rens n t n ur r { . ( D ). G ode to so o e o . oug ow o soft a , a d o . e s e - . , . . . . . .. - JANUARY . 7 . ; - positive dr o nage. - PROJECT` NO.. f _.. , - . . .. - I. . _ _ . - ::. - �. 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