HomeMy WebLinkAbout100 County Home Rd Site - Humane Society (floor plan)DIMENSIONS FOR TANKS WITH ,VERTICAL SIDES
WIDTH W
24" -MINIMUM
LENGTH L
2 TO 3 TIMES THE WIDTH
DIAMETER.
60" MINIMUM
DEPTH, D .
30 MINIMUM 78 MAXIMUM
A
0.2 D
B.
6" MINIMUMI 0.2 D MAXIMUM
C
10.4 D
A 4. Manhole covers shall be located within L
12 inches but no closer than 6 inches
below finished grade and covered with, at
least 6 inches of earth.
5. Separation distance between °end ,of inlet
C pipe and nearest point on baffle shall be
no less than 6 inches or no'more -than 12
_ inches.
6„ 6. Septic tank shall be precast concrete. i
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I 1 bcontractor shall lo'cate, f orm a nd sl ope the , s i devia I I - � I � 11 , i�, ,
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t I accordance with the site grading 'plan. ",Minimum sidewalk slope 11 � I I 11 . I., I I 11 I , -
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-2 i I shall be 1 .0% and mmm slo e shall be' 5.0%. � I I . I , I �� I I � I - I
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� � ction shall be in a e Florida � I I WATER GENEL � I - 11 "' - � I I _. , �, I I ,� "I 1,
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I I - I I THRUST :BLOCKS: - � ; - � I I � I " 1. I -
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i I Department of Transportation Standard Specifications for Road , � I .. I I I I � I ,� � � I I � -1 � I �
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� I 1 9. The Subcontractor shall -,immediately notify the site I I I - I . 1- I . I 11 I � ' ' " � I I I I � 11: � I
� � and Bridge Construction, 1977, or latest revision thereof and I � � I I I 11 be , � " I I I -1 . 1. � "I .1 I rj" �, l i, I . 11
� � I I I I superintendent if t m are I _. il 11 DESIGNATION OF TROJECT MATERIALS: I � I -1 All plug bends, fire hydrants, valves, etc 1, I i� , I . I I . 1 12� - - � � I - I � I 1, . " I 1 3 , , I . I � I I I � :
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. i � supplemental specifications thereto. I ruction -details, ",� I , � I
"
I I I I I .11 I : I I I I � I 1, I st blocks. For thrust block const I � 'i, 1- I � I I . I � 4", ,� I I �
, I I I � I provided with thru I �, 11 . I ": I " � I 1,� ''. � , . I . � - I I I
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I � I � - I ' I I I - ,I . All ,I 1/2" and 2" water service lines'shall,be P.V.C, Pipe - 1 -6. .1 � 11 � �, . - I . 11 I , ,r , �. -_ I I i
� . ,� I � I I , I I refer to "Standard Water Details -as shown on Sheet S I., � I I � I I
.� I :1 I I A. Pavement,base shall,be 6" limerock bAlecompacted,to 95% 1 1 - :I", , " . I I " "" '.1 � I I �, - `1 �, I � , I �
t . � I . � . 10. Sidewalk construction isha*11 ,be flush w'ith"pavenent where �they_ , I joints and fittings s,hall be solvent-cerient. 11 I � I , 1, �, �, I � �, � I � I � � - . ,., '14 I I .
; I density (ASTIVI D1557) with 6 inch subbase stabiliied I . 1� I � , ., I - I � I I ,� I I
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t !, . da Bearing Value o are adjacent or meet. � - :: ,�- ,_ I r � . �l I � __ i I I t, - I 11 1� I � I �
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to obtain a Flori I I I �, I I os and f ittingsi`shal I :,be I . , - ,� � "', I I , I - �
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� � - � I . Al 1 ;3" mains shall be I I 11 � � - .11 ''I . I 11 I I I
� . - finished pavment surface shall be 1 inch Type Masphal�ic , I - _11l 1, I - � r� ,, I I , I I I I I 1 I I . ,�; � � 11 i��,, � I
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i , 11. Soil borings and ,soils engineer services ha-Ve been pribVide'd by � ,1 � - rubber ring slip-on. I � The ,water 'system netbr shall -be privately 'owned and � 1 "I �1. I � - , ,� : 11 I I , 1, ,-:�,
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. � concrete compacted with a 10 ton steel wheel finish roller I - I z- I el I I I I 11 11 I I I �, ,�_ I
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I I � I gering Testing Co. , Orlando, Florida I I I I I 1 I I - - I I I - I . I I I e , I .
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t 11 I I . or approved equal. I I I P I hall be'' mai ntai ned. . I ., � 11'�, - I I . ` , I , I
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i � 1 nd will be provided to the Subcontracto'r'b� that 3. A] 1 4" or larger mains,shall be P.V.C. Pipe joints s I I , I � , 7 1-11 � ,� I 1. , . I , I , I - �� I I' I.,
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11 1, e I Soil ,c eme n t base s'hall meet the-spiec'ifications of,an I � lity for I rubb'er ring slip-on. Fittings shall be c I ast iron mechanical The Subc actor will be e pe - I I I �_ �: ,,� � I - I I I �11 I I � 11 � ,-i,, 9 1, �, I %, � I I I . , � . . .
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I : � I I - � , completeness or accuracy. I I � joint. . ce notification 1: I � ,,, � - 11 � 1-1 � I , _"": I I � , 1� I I
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-2 1 . : I I � I appropriate soil cement design in accr)rdance with .Portland ' I �, I I . � City of Sanford, Utility Department, including advan I , 'i 7. , I I 11 I 11� � I I � . I :
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. . I I I e ,that they can witness al I required I - 1 - I 11 I I �� I I , , ., , -1 I - I I
1 I . � . � I co rovide a 7 day I I I I � ,,, I., I I., 1� " I 1 ,� I- : , I 1'� I I
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� � I � I shall 'obtain a copy 'of the - all be of the nominal diameter - I 1, , I I 1� I I I I �i,�,:�� 1 I 1, � I -
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I 1, ; e Subcontractor soil engineer's-, 1 4., All pipe, valves and fittings sh �, " , , 1� � � ��"_ � I � . , I - 11 .
. I I Th' tests of the water system, .; I . 'I, � �, I ,�, "',, ,- . � I I I " I �, " I I . ". I I I ." I I I �, %" �
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I sive strength of not less than 350 P.S. I. Soil I - '' I.""' �_, I 11 - - � I I I I
� compres . I shown on the plans, and shall meet the material s . - I , � I , �� 11 � I � � I i I I I i, ,, I
i - � 11 I rmm ,contained , I as I I 11 I : '11, 11 �, � � I -, I �, I A . I I �,� , ,I I I I 1.1- ,:1 11 I I �, �,�, ,� I J
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� .. I : I and test results by a reputable Florida I I I - I I I � . � ecifications shown ,below, and be in accordance with the ,, I , - I I . I � 1- I I 11 - - ., �, ,,, I I I ,� - f q
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I therein. I I I -, I sp . I " I , 11 I I - I I � �, I I 11 I , . I I � 11 �;, I I �
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I sting laboratory shall be submitted prior . . I I I I I - ,�� , -1 - 11 � 1 I - �
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. I I tandard water detail sheet. I - .,., I �% � I , 11 I � � I I 11 - , �:, �
I I I � detail s shown on the s I � � ,,, I I I � , I I I'll � 1. I I - -1 I I - :
� . to construction. I I I I I I I I " - I : I f- , I I I I I I .1 � � I I
I , I I I I I I GENERALSEWER NOTES I 'i�� - � *_ � � I I I �
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. � , � - I � I � I 1 areas which are not to ,be sodded as a part ,of - , � I I I., " I I I I 1; I I I - i, 11 . : 1. I
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1� . , I I I te pipe i(RCP) shall be Class III with - 11 � apartment construction are .to be grassed and 6uTched to D.O.T. , ". � 11 I .11 Sanitary ,Sewer System: All sanitary sewer pipe shall be P'.Y.C. 1. �1'1 �,� � �_, 1: ,;, I I I I 11 � . I '', � - � ,,,, � � �
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I I I ' AL STANDARD 'SPECIFICA - . - I I -1 � , :
I I ,WATER MATERI TIONS (Not'all materials listed I "I., I 11 I 1� -, I 1� _. - " I I I I � � I � I I ,'', ��, I I
, I I m til a satisfactory stand of grass " , ,,�."- - �, , I ,,i� ,. . 1 �i - � � -
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I : I . rubber gasket joints. . � I sewer pipe conforming to ASTM D-3034 S.D.R. 35. Installation of . I , , I I � ',� :1 1-111, , " I , , , : � �1� I I I � ��:, , � �1. .
. I . I I I contract): I 1. " � l I _1� 11 I '�' 1�;, I I I I" � �, , � -1 I
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I I I acceptable to the regulatory een obtained. Any bel 0, w ,a re appl i cahl e f or Use on thi s I , - I " " � , , I I , I � I
� I . - � I w e sh -2321. See ASTM C-12 i �ji ,�� , - , �� ; 1, I I � I � 1 I I 1,
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. I . I / 11 � I 1� � l", ,__. I : �:' �� "': " �� I � . � �; -� i , � � , "I �
.1 I I I I washouts, regrading, reseeding and grassing work, and other _,; , I . I I t '':,:, " ,�� """, ,� , :�
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I I ma shall:be fully bituminous I , . 1 atest edition for construction I ". 11 � I I I I - I 1 ,; �:, e � -1 I �, I I I �_
, I I � I Developer or his - 1 (P-V-C. ) shall conforia to 'Dept. � , I �1�1 _. I ��,: �,_,_� I - � I ,� I � , I'll �: , � ,�,,il � I 1,��, ,, , , I I : � �
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� � I . I I � !erosion work required, will be performed by the - . Po yvinyl Chloride Plastic Pipe I � I � � I ., - I I I I I I � __-, 1 I
I I � . :, " , - � � 17 � I , 1, �, 1�',� � .
I I I I 1 -190 or aluminized, and �� � =_e_TP. V . C. ) , A S TM D2 2 41 1 dard Sanitary Detail Sheet (S-8). � � " �".' .1." , , '1� �il�, . I. I ; 11 - � � I I �:, I "
I I I coated in accordance with AASHTO M - .Subcontractor until the s stem is acc '10 id I ;; - � -,. , : I 11 I, I I i'l I .� � . - 1:�,�� �, I I - 11 , I
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� I nance by , mm Polyvinyl Chlor I � I I I I �. � � - I 11 I
shall be installe m -, y I 10 itary sewer in the field, the Subcontractor - .1 i,: . I , � ,,, I I I 11,�, � � . 1. 11 - � - I I'� !�, � � I ,1 " I
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I /Pl asti c Pi pe (SDR-PR and Cl as s T) , ASTM 1 784, Type I , Grade I, 200 - . �, 11 : ",_ , " , ,:�, 11 I 1 I � I I I � .
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. I I I - the regulatory agency. I I e s for locating - . I "I I .1 . '' .- I � I 1i 1-1 'Fli� I - � I 1, 11 I I I :
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* i 1, I I mmndations paying particular attention to the bedding,' I s approved. Thi s pi pe shall be I I I" 1, �� ; '', ,� - ,I � ,� 1�', I wl:� . I I � -1 i I I I I , ''! 1:� � . �11 �, I I .�
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� I I I 11 I . and the .flowline elevations given on the Plans. � - , �, I I , ___ , ��i, : I ; I �, ,�, �, -1 I I � � I 1� � I .
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I I I I - I "I 3. The loc' 11 Class 200 (SDR 21 )with ma rkings on each section showing conformance � I � �: '' - , , - I ,� , ��:�:� I
� I CPM of ati on of al 1 exi sti ng uti 1 i ties shown on the Pl ans have 11 I I 11, In the event of any minor differences in actual lengths of the . I �; 1, i, ; " � , -, -, � , , , , , , ,,,, I 11 - I I ,� I . � . I .. , _,'� ;�,, I - I I �
I I � pipe (carefully hand tamped to eliminate voids). I .- , , ,�� I I ,�, ''I I'� �, � � I I 1. � I : I I � I I I I ". I'll I I I" :�,� : _�11 , 11 I "I � I
� .. I I - - � ation available, and are i , to the iabove specifications. All P.V.C. pipe shall bear the N.S.F. 'i ,� I , ,, I I I I I - 11 I � " I � 11 � � . � I
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f Z, I I I I � 15" to 48" shall be of 16 gauge. Pipe ends shall be I I . . � - I logo for potable water. . Rubber joints shall be gasketed and con form sani tary sewer 1 i nes from those shown -on' the PI ans, the � � , '. " z� "I �, , : , "I , '', I I I I I I I � "I i I I I I I "" . I I �,, 1 � i .
� given ce of the Subcontractor. The Engineer - . I ; �, , ,�. , , - ': . � ,,
11 : , , _,"i -, - I I I � '. 1, � I I 1-1 I '' I '! .
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� - I recorrugated. Bands for joining corrugated pipe shall be I , I all adjust the grades !as required. - � I �g,. , I � , �iit� 0 1 11;,'"I"', , I I I i ,
I I _;.C; " " I : - i
. I I I . I � . I nsibility for accuracy. Prior to the start of 17, A-A21.11. Solvent -cement couplings shall I 11 I _1 I �i: I I � . 1 t_,,� I., �;� I I., 1 I 1, -7 i, '' I � I 1 1
1 1 1 1 - . I 11 I "I I . I .'r ��, �1 . I I . 11 I I - , I ,,� � : , �: :
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� � I . I supplied by the pipe manufacturer for the specific pipe - I I - � I 11 � . � � - , I , . , , � � . I I � ,�i,_,��. I I! --1
I I I any construction iactivity, it shall be the Subcontractor' s , I I -1 , " , � I , � � � ,� I 11
. . I � -11 � - � - � , -1 R" � , i� - I I I ! I
I I I , I tween o' - 1� '1� ;�,,�. 4 � , _�,� �� , � I . 1-1 ,�
� 11 I conform, to ASTIVI D '3036. 1 , , , , � I � , I I ,
I I . p I Al ateral separation of at least 10' shall , 11 , _� �, 11 '' I", _!� - . � . ,. I I � I 1 � I .� �
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I I I responsibility to:notify the�various utilities, and to make 'the ' I I " 11" "'' I . I I ;� , L
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� I � The . I w , Sewers crossing under water mains shall be I 1, I '' I.. I'll, I '11, �._. I � � " � - . � I � , � I �, , � 7- -
i I I I two (2) complete corrugations from each pipe end. nes. I . � I I , - I I . � � � I � I
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� I I I I . I I ements for any relocations iof these utilities . I Gate Nalves: � � , I I "t I , � I I I I � I
� I � I he O-Ring type and shall conform to � . necessary ,arrang � I 1 aid to provide a minimum vertical. distance of 18 inches between the .� � , " � ic ., - I � , I I A
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. � I wi th the Owner of the iuti 1 i ty . The Subcontractor shall exercise � , � I 4 � I _1 - � , I � I I � � I . I I " I
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. . � ' * rown of the lower pipe. Where �, ',- , .� - � I ''I , I � ,1 �
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. I . I - a) Valves threeiinches and larger in siz all : . , � � �,, , I � I �
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11 I 11 caution when crossing ,an underground utility, whether shown on , I � ration.cannot,ber�aintained, the crossing shall be I I � � I � I I � I - � "I � I ,� I
I ,_ � � - I I ,other � I 1� I I 11 I I I �, I -
� I � 11 I I . 1 utilities which conform to AWWAC -500, wi th wrenchnut,extension stemsand I - � I _�� , �. I , - I I I il, . - I I '0
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; I I I I - I I the Plan or located by the utility company. Al e sewer pipe joints 'and water main joints are I I " I I I � -1 I I .1 I � " " . , , �
� . I . I I C . All,.return curve radii at intersections with public roads I — � .1 ,,,a - 1 - I.: � I �� L�� � ; , I 1� � I I � . . I 'i I I'- 11, I i ..,
; . I I � b ' - �appurtenances as required. They shall be iron body , fully � � I 11 , I i�
I I I interfere with the proposed construction shall e relocated by.2 I 1. � . .11 " � � I �, I -
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� "I I I shall b w w � " I I bronze mounted double disk, parallel seat, non -rising stem the point of crossing with no less than 10 feet I I _11 � ei , , �' ,� 1, f, I I I . I I I ." I I � ,-,":, �.
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� � I � . 11 the respective utility companies, and the Subcontractor shall ' I i : between any two joints. Alternatively, the sewer main may be placed � I I I., . 1"', I , I 11, I . �,, � "I ,�
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I I I I �1_ , .va led f I I I I - I I ,,, � I I . � � -
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* � � � cooperate with them during relocation operations. Any delay or - Ives with O-Ring'seals and with end connection as cal or � 11 'L f " I - 1� I I I � I . 16 1 , e I -
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I I I � - The Subco tractor shal 1 selectively clear and grub the pavement, I 1. I in a sleeve or encased in concrete to obtain the equivalent of the - . ,� - - I � I �� � 11 A I . I . I I
1 2. n . " I ,� . �, �, I I 11, I r I I I I I I I I I I I I
. . I .on the drawings. I , " I I ,�
: by the relocation of the I i 1 '51
i I . . inconvenience caused the Subcontractor I required 10-foot separation. I I � I il : , � . - - � -, ,�
I I re hall consult with the Owner I . I , , , I I . I, � .
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� 11 various utilities shall �be incidental to the Contract, and no I I 1� - �, I I I . I ''I . � l 1 2, 1 ill�, I I 11 I , I I ": I 11 1 ,
I prior to removing trees which are not actually in the proposed I � -- - ` I 11 I .- ,1. I I I �1� I I-, I . I I - I 11 1, ;,
I I val ve shall be I � , � P I 11
p I I b) � Val vie s smaller than thr-'ee inches in ,,size - Gate - � - � ,: . � I I � I I . - I I I I - � .
� � I I 1� 'paving or building areas or within 3' of the edge of pavement or extra compensation will be allowed. I I I., I Where there is no alternative ,to sewer .pipes'c 1. 1, I .1 11 1 e il I I I I . . .1 I I .
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I I I I I I I bronze body; rising stem, solid wedge valves capable of being .. I I � I 11 _ -1,11. il I I . I - 11, I I ,� I I
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I I I buildings, except if r reasons, in which case,. I - � I . main, the criteria for minimum separation between lines and joints 1, I" I �, , , "", Z, I . I I I I
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I I I � Chapter 17-153 of the, Florida Statutes requires that an I 1, repacked under pressure when valve is fully open. I I ,� ell � i 11 I il"_ ,'� �: �, 1. I , I I I I 1. � I 11 .11 � I I "I :
. I ' I . as herein stated shall be required. I I I '�11 I -1 I .
I .. I 11 11 I - � ,their removal shall be determined by the Owner, Engineer, and I I . I I . I _, "I � I I i I � I "'. I
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I - � excavator notify all gas utilities a minimum of two (2) ,working I � I I I � I I ''I I I � 1. , I . - I I I �
� � � . � -City or County Engineer. All materials excavated shall be days prior to excavating. Drawings show only the approximate I I I I I �. I I ,I I I 1. - � I,. - . . 1� I � I �: 11 I I I I
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� I I -iner and sh off-sitelat the I , I I . Complete "as -built" information relative t I �. I I 1. . . I . I'! I �
I I . I � property of the Oi I I I . I I I 0 invert and'elevations � I-, ,��' i ''I 1- . � 'I,
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� 11� . ins and do not show service lines. The only- I I . '1_1 - , � � , 11 �, I I
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I I I 11 I � subcontractor's expense. Suitable materials nay be'utilized in I I c) Valves shall open in counterclockwise direction 'unless they are l ce locations shall,be accurately recorded, and the � I I I I I" I I I I I I I I I I I 11 I . I _. I I -
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. . � I i-I , safe and proper way to locate either mains or service,lines is I �'111 -, I - I I � I I I .
� - I ar directed by the Owner and/or Engineer I information- submitted to the Engineer on legibly marked -up prints I � I � . .
I -
I � I I _., 11 . I , I
� - I . by an -site inspection by Gas Company personnel. Therefore, , I . I � I ,ill I � - ;
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I within the project boundaries. I. I shall open in,the direction consistent with the direction of of work. I 1 _. � , .:
, I I . I I excava m wo (2) � . I I- I " I �. . 11 ��._ -,-_. . 1,
I I � I- -- 1,,i!i-,-�
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I � , - I . I I I I 'O ing valves. ' , :1 11 ''I I I I � I � �� � I I �- I % , I I � ` , � - �
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� : I I . I I I I working days before entering a new constrViction 'area. I I Infiltration t nitary sewer system, Will be req'uired I , I . - I I �� I - ,� - I , I I
I I I I � I I I 11 � � I I I � . ;.� i� I .
I I I .
* i I I . 11 I . d) If the Owner ofthe existing s stem'desires to use the brand or to be performed by the Subcontractor. :Infiltration s I .- I 1� ; � I I I I I . � 1, I � I , � I -
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. i . 1 3. Underdrains shall be constructed as required by the Engineer I I . I type of val ve in:existence, it shall be used if it generally ,3,00 gallons per day per inch of diameter per mile, of length. In the I I . 7 1 1. I I I I I I I I � 1. "I ": . I � -_ , 1, � � .
I and/or regulatory agency. All required underdrains may not be 11 � I Imeets the above specifications, and is approved in writing by eve w uring sanitary sewer . I I I I Ill: - -
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I I � . construction or if the groundwater :encountered is not 24" I � I I - I I . � , I �
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I the Engineer. � . �. .— I I , I � I I . "I , 11 I �
. j � � .1�
. � . I � � � shown on the Plans m culated by the 11 . I I . . top of the pipe, exfiltration testing of the sanitary .seviter system " I �. "
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.
I I I I I - I
I I construction, dependent on soil and water conditions , Subcontractor for bid submittals. I I I 11 , I I . The testing will be the responsibility of the - I 11 - I'll I 11 I � I ,� I �, . ;
�
. I I encountered. Any "hard pan", wet r other � � Mechanical �Joiht Fittings, size 4" to,12",shall .�becasti ron . ''I I � I I I I I I" .
� I I .
I itions encountered during construction shall be � - I � I I fittings conforming to ASA A-21.10,for the body and A21.11 for ' I Subcontractor. Exfiltration shall not exceed 300 gallons per day I. . . I 1, 1 �, _� I �, "I � I i 1. I I . -
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I 1 15.- The Subcontractor shall excavate and rough grade foundation I er per mile of length. I I 11 I I . 1 I -
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[ I , ions may - crawl space areas as directed by the site superintendent I mechanical joint for 12" ,and smaller. ''I I I ; I I I �� I
. � . . 11 I 2111
� ri, I I I I 11 I
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, Ixt � - be further investigat . I I The Subc �, 1-1 ,�, I
. .� E I I I I I -pipe m all requirements of the - 11 I I ,� � 1-11, . I J .
.
� . ,underdrains. 1 16.- The Subcontractor shall backf il 1 . and grade courtyards, sideyards P.V.C. Fittings,,rubber gasketed, shall be furnished by the I I � � ��",. - I r -
I I I I speci fications for the P.V.C. ,pipe. , County Health Department, including advance notificat I I 1. ''I,`- I I �, 1 �.
I � ase areas to within 0.1 ' of specified grade I I � '' - '..
;, 1� Fittings shall be designed to have -a pressure rating no less than n hat they can witness all required I � I I f .,�� 1. I 11 �
� - I � � r shall arrange his work schedule sothat the elevations. The Site Superintendent or Engineer shall approve I I I - I .11 . �
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0 1 I underdrain installations will coincide with other operations on'; I all subgrade materials and shall supervise and approve all ,that required for solvent -cement fittings are used, , . I I I 11 11 I - 1� I I
. �� I the project in a manner which will prevent conflict, damage, or materials and compaction in fill areas. gluing procedures shall be in strict accordance with the . I I � I 11 i� �1� � I I I_ I I . -
I manufacturer's r nd fitting � I I I �
11
- I infiltration of materials. y � I I i, I �� ''I 1� .
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� I I used. Zero leakage will beallowed sts. Al 1 1 1 � I . I � _
, I � I I I - I I - I I _1 ,� I 11 �. � I
I . I I Ret�ntion/detention basins are' intended to drain as rapidly as 'materials and construction operat wn SEPTIC 'SYSTEM: I .1 I � 11 11 I - 11, , I , I � I 11 .1 p 1, , :
i I s n accordance with the possible, thus, the quality of soils in the sides and bottom of I I I I 11 � �. 1, I
I I I - I
. t I A.S.T.H. specifications: Fitti ngs - D2466, Solvent - D2564, I 1 7 :, . - I
I requirements of Section 440 FOOT Standard Specifications, late � � ,, I I � -1, I � I I
t 1 I st the basins is critical . Al I soil s containing silt, 'muck, clay, ,� I � . � I- I � , I,- � I - I
I
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I - I - ,� �
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I � I I I The septic system shall be installed in accordance � 0i th :the' Semi nol e � � I �_, . � �
� edition. Pipe shall be 6" (unless otherwi or questionable fines must be removed. These soils nay, with I I I I I
,
, I I I I
, I I I County Health Department Standards. A m ininum size septic tank of I I I I . I I I �
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� orrugat d polyethylene drainage tubing conforming to ASTM the Site SuperintendenT-'-s-approval, be used for fill around the ,� - I � 1, I I - � - ... I
I I . I � I I ., I
� � . I - I 1 ll be provided. The leaching fi eld shall be 700 � n , I I
� F405-74 Heavy Duty or ASTM F667 (larger ,sizes) and AASHTO M252 buildings Qr in other yard areas which are not depressed. I I 11 � 11 " -,
I 11 I I . I . I � � � f,
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I . a CONSTRUCTION METHODS: 11 sq nt with additional area of 1,400 square I 11 11 I � I
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. V I ,i I � I ; I I I �, , 1. I .1 I
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� I I other-eiise noted) . Installation shall be in accordance with Basins ,must be cleaned just prior to sodding in order to remove I I I 1� � I I . - .1
�� I I � I I . . I .,� .1 11 �1� "I - �
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I I .. m fines buildup including limerock film. Prior to soddin 9 , the A lateral separation of at least 10' shall be naintainedbetween 11 .1 I � . � I � .1 , I
- - e:��e. I �
'
: � backfill will not,be required if the underd I I I A typical leaching field is shown on -the drawings. � I . I I I I I I I' .. -
I I underdrain Subco sure that backfill is such that ' ,sey/er lines. Sewers crossing under water mains - � I . I I . I , � -, " .
, . I I - � , " �,, I I.
� � � 1 . � 1: I � 11 I
I pave ain trenches -shall be backfilled to the , . , shall�be laid to provide a mininum vertical distance of 18 inches I . I I I i, I
I I � I l function proper . I � I � ,� I 1 I I I 1�_ " ;
-2 1 1 1 . . 1 I I
I surface with clean, permeable, free -draining, approved sand in effect proper operation of underdrains shall be the I . and the crown of the lower . ,I - . I � 1-1 -1 1�� -
I I
�� . I I between the inve I I � I I I I , 1, . -
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- I accordance with FDOT Section 902-4. Underdrain shall have . responsibility of pipe., Where this minimum separation canno 11 I I I � � "Ie, � - I I I .11
rI I 11 I I I I
. 11 I �
.t I I . I I ATION:-. I I . I I � I - I I ! - 1. -
I I crossing shall be arranged so that the sewer pipe joints and water I 1 I � I '. '' 1, I
I I I knitted polyester 'filter material completely surrounding the . � I - I I � I I I I I 'I -
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I I I � . -, I . I 1 I I 1, 1
I t I I derdrain outlets shall crete 17. The Subcontractor shall immediately notify the site main joints are equidistant from, the point of crossing with no less . I � I I ,F, I ,,, :
, t - 1, I I : � I � 11 I i� I
; I I i � e 11-1/2 gauge, 2-1/4" mesh, hot -dip I I I .. . I I I - ,�, I . � J
. I' I I than 10 feet between any two joints. Alternatively, the sewer mai I I I � I
I � with animal guards. I I ,superintendent if a foundat m n Fencing material shall ��b . . .c � � �� .
1�
I ' � � I I "I I I I :
I - I I I I or en I galvanized after weaving, with a zinc coating of 1.2 ounces per ,,' �� I .1 I 11 1. i i . -i
� may be placed in a sleeve ' � I �11 � I I I ,. I I e
I
1 4. All private and public 'property which is off�site or in number of 8" courses may I . equivalent o-f the required- 10-foot separation. � � ''I - square foot of actual surface covered or aluminized. Posts and �', . I � � I I .. I I �111 . . 11 � � - I i I
I � I I - . I I _1� . �,
I I ' � I I I 1 �,i7 1 .
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I I leasements'on-site that 'is affected by this work shall be � I ii .1 I . - . . :� . . .. ,,rails shall be in accordance with good fencing practice and shal I - be' 11 I I � 11 I I I I , � . � ,
i � vary due to soil conditions. Contact Cardinal for building I 1� . r I � I I . 1, I I I'll I I
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-
� � I ,- Where therd is`Ao alternative to -sewer pipes crossing,6ver a watbri - �hot-dipped galvanized or aluminized. Al 1 pi pe shal 1 be. a mi n icium - I I I , -, I I
i I I � restored by the subcontractor to a condition equal to or better plans and details. . - I I I 1� �,,, I i
. .� ; � than existed before corn,encing construction work unless .main, the crite�ia` for minimum separation between line.s andjoints., 1-5/8" O.D. and wall thickness of 0.047". 1 1 1 � I ,,",,I � ,
. : . I - 11
I . 1. . I � I . � "I I I �, --. I
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; I I I specifically exempted by the Plans. Cost to be incidental to 19. Mino m nluding as hereih stated 'shall be required. . - - I I � I � I , I ''I I , 11,� ��, I - �.
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