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Sanford Ave Plans New Construction Cardinal Corporate office3 Q rn" A n C' T LEGEND Storm Sewer >"— }-- Sanitary Sewer w Water Line Underdrain O Manhole Curb Inlet - F.D.O.T. Type 4 Inlet - F. D.O.T. Type C ® End Section o Underdrain Cleanout -*-- }--- =� Sanitary Service With Cleanout -j>.--W Water Service With Valve a $ax O' Fire Hydrant 6 Water Valve a Box Master Water Meter a Pit,, ' # ► - - -- — Structure Number • Top of Cover Elevation oo:oo Invert Elevation . 30 15 , i • I; e t: � T r �LL1 O N O 0 0) co Qj Proposed M.H. By Others \� Retention Pond for Keyes Industr/a /0'. Stor-ln Sewer E KEYES SEMINOL E INDUSTRIAL PARK (PROPOSED) v ;. . �_ I _ I - ___ 1� I -1 I,-------- � 11 i I I I 1 1, , I . . I �� ' , 1; , I , I - I I ___ � - � __1________1_____1 . � I . 11--1--l- I . - I—- - I . � I 1 2 1. � I . . � . � I . I � I ; . . I � � 11 . I . I I -1 I -- . � I I � I . I . I . 7- I I I I I . I � I , '. I �, I I I I � � I . . 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I I I � . . - ____ - ___ ____ - � � . . I I . I I . I . � . I , � . ;1 I I I I � I I . , I 1. . , . . I , � I :1 - , I , . i � - � I I � � 1�. .1 . . , I . . . I . I I . . , . � I , I I � . I � : % I . . 11 I I . I � . I � I . I � I I . I 1 , � � . . I I I , . � I , . I . , I . ; . , I I I , . � � , t I . I , , . I � . . . I , I . , . � I . � I . I I , � - � , - 1 , I - . I I �, . , I . ,� I . , . � �' , - , - . , " � . , , , I I � " , " , � , . , . � - ,.� , : � . � . I . I I . . I - - - - - , - _ ___ I _____ _ ___ -------- ____ __ __ I I _. -.-- - - - - - - - __. - __ � � --- - - I - , I . . . : I I l�, 1. a. � 1� , . � , . I I ,� I I .1 . I - . - I . I 1 ': . . '. I ' i �_ .. I I , I I �, . . I � I I ". . I I , . I , � � : I r. , , � , j, . I . I I . . . � . I ____ - . I . I I � . . I - . I % . � I I .1 . � . 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 . .1 , - �. . . , . , ", � ,, � � 4� _ � � � I I I I I . I . . 4 , ; . � . . I . , , o . � I � . � I . I - . I . I : I I , - � . - I . I , 11 , � I I . . I . --- , � I . .1. ir , . , ,. � � , , I , , , , I : . I � * - � . 1, I . - ! , ,". . " , I I , � , , ,� I � I _1 , � I , , � I , : I * � � I , W . ., . !, I . I I . �. I , , , - ,,, , . , � . . -�,, , � , I � .. , ,I, I ,� '; � " - 11 ', , .. I I I �1, , - , ,`� � :�, , I . I I � . r� , , I �. : .,� . I I � I I �, .. � . I "I I � I I .11 I . �0 11 � q It SPECIFICATIONS a NOTES - STORM � � I . . I . I I . �, . � I I ' I I I . � � TIONS.- a NOTES - WA TER , -, SPECIFICA . I I I . . " ' : I I , � � . I : � ' I , , , � �, I I I , . , I I 11, - :', : � I , - � I .� I : � , , � " ; I , . I .p r I I I , , , .�� .� i. . 1, � � , � � 1, I . � - I . I I I I I . I � 11 I . , I , . ; I . . � 11 : I .1 � . � , I � . . I I I 11 11, . I I "I . I " . � I � � � I I I I I . I � ., . . ..� I �� - - .� 1.1", I I I . . , - �, I . SPECIFICATIONS ,`61�1��`NOTE$' . , � . - . - , . I ., .. I . - I . .1 I - I , � : � I .:.I.:::� i''. � . - '''. . � : ,,.''.-SANITARY, ' . , I . � . . � . 1. � I - I . I - � . I ,� , , �, , � .1 I � .1 � . . � .. I I I I � .1 % I I !� � I �, � , . , . � . . '; . , , . . . I . . I . I . I I I I I . I � I I I I . 1. . . . I I � " . I � - I W11i. I I ' I . I . I I I I . - SPECIFICATIONS -� 6i - NOTES ,t -.GENERAL,. - � .1 �, 1. I .. . , I . . I— . I . , I I � � .I- :1 I I I I 1. I I I I I I I . 7 . I - . . . . . . . . """"" " I � :� I � ... .. .. � � I � I ; I 11. � _. .1 � - I , 11 ,1 I I 11 I � � �, " I ., � : . , . � : � . �, �% �� w I . I �. - , ��:,-�,','_'," . �, �., " I i I-, 11 I ;� - � . , - , -: 1. � - I � . '. I I � I � I . I I I I . . I - . . . .. � I - . . I I M I 1-11 I . I .., � I . . I . � I :, I I � I .1 . , I 1, ��, �__ 1. , � I .., I I 1 . . ., I . I I ._ �, � � I " - 1''. . .. 11 . . .- . I � I ::� - I _... 1. � 11� I . . .- I I � . . I . . I , I . . . I I . I . I . I � I . � 1. 111 I 11 .1 . - . I I � � � I I I I - � : " ... I � I . I 11 :''� I � � �111 I . I I . I 1. ,� - I . I I',.:. � : 11 � I I I 11 11� I I . . - le . , I , I z , ��' � � 1�, . . , .,:- -, � , . I I 11 - 1. .:.. "'. -� �-�4� "., : , I , '1� � � I . I 1. . . I � � . .. . . I . 1, � � �: , I _� . �. ., . I . I � I . � I I . .".: . I I 1� . . I . ��. , , � - ,, . . ; . 0M.6"dn" - I 1, . . , I I , . � � � I . . 1, I . . . . - .. � � I . . . . I . - - . I I... 1-1 I I . . � . � I . - I I I I . � I � . . , � __ � . . � I - - I - . . I . I I � I . I . . . � � . . . - . I . �, . I I I . I . I . . z � , I � � � I �,�� I., . I I . . I � �1. �� I I I I � I I , . . I . � I . 1. The Sub -Contractor shall construct all storm sever appurtenances in accordance I . . � . I I 1. I � I I I I I I ' I I ,,The &Z-Contractor shall lay the wbter lint, and ser-vices a rninimum of 31-0" below I i . . . I , I . . . 11 "I I I � . � I . I , I I , -. � I - 1. � . �. .. . � '. I I . � . . . .. , , � ; I .1 . , , , , � , . : , , , , �� .; � " . .�,. _ � . _ � , I . ,. , � I , � . . I , . I . .J � . . . � I I ,� I !�, � , ,.. �, . , e . I - , . � I ... I I , . . I . I , I . . � I , I . . - : . , td .tJQ �h th , , -, , Ra o%f dr'' ihs, four I 11 .. � ,a a n dralris.or at er�sto'rm.W4t&'r'cbnhectiohs* to , e sanitary wwe I - - ' 11: . � � I't - I I � � : . r . 1-1 : . � �, I I . � . I . _ 1'. I. � I . I . I , .1 . . , � � I � � . I � , 1� I %. I I . .- - - i �. . . I .. I I 1 . 1. I I., . . I � � � . I � . . I I . . . I , : . : I I . " , . . � . 11 . . I . . . I . I . � . ., I . I "% I I % . - .. � .1.. I 1� I . I A It e le�6 UOTIS are based on N. G. V. D. datu : , . M. .1 . . � . I . I . � , I I I .1 � I 1. I I I . I I �,� � . " 11 .11 . . � - I , � � L � I ': I �, ,,, I , , , � �;, 1, �� : � I . - ,. I '. , 11 ,,� , 1 . -, I 1".. :� , . , - �,';' ,.": ' I , 7 , , . - I � ,�,-.` �,- ,,,',--";,"", � :�� L, ' , I 1 " - -, , I I I �� I . . . � . , I I - I with F.D.O.T. Standard Specifications for Road and Bridge con3.truction. .1 I . � . I . I finished grade*1 to the top of pipe. - ' � . I I I I . �. I . . 1. . I .1 � : I - . ... I � . I . I �:,, ,,, � 11 ". w : I I I . I �; I , I .. � �, I . . . . I ,,, " hibit6d. ..' ' ,,' - .. . . . , . � . are, , . - . � . , I pro �, I . � , I � , . ., . I . � I ."', * I 11 ..'� � � . . , ,:�:� , , . . . I , 1. , I . , I I � . .. . . . ,� � I . . . I I . ... � I . I � . I .. 1.� 1Y � I . I I . . . I I W . . 1, . . I t . , I � .. I . . I . I I I . . I . I . . .11 � . 11 I . . . I I . , I _. I . I . � � . . . . . �� . . . I I . I � ,� � , 1:11. , � I I . . � � , . , , I . � I I 1 I ,�� 1 i., � f ; 1. - . 1. � ' _% 11, . , . . 11 , -,!, �� 11 . , I - - -�',,,,, " � .. I I I I I I 11 � . . . I I � I I I I . I . . . I � I � I I I � � I � I N ." . . � , � . . . . . . , �,� ��'� . I I , , � ... I I 1. . '' I I :,� ': - �' , , ,; � - . , � 1-1 I �� ,,,� I I I .!!�.'_ � .. , � - , '. . �, . , , .- � , , ". .. . I , . ; � � I I . . . - - I __ I . . � . . - 1, .i � - � � . . I . 2 I � I I . . . . .1 . . � I . . ";. � . . - A " . . Excavation, pavingignd storm sewer work shall be done in acqurldancqvit-h-the ' , 11 11 I'', . , 1. I .., - I - . !. � I . , " - � ��; , I :� : � . I 1.11 I "I �� . I- . I � -1 11 - � :;� .1 , � ," ,I. . ", �, : . . � 11 I I . � 2. Reinforced concrete pipe (R.C.P.) shall be Class 111mith rubber gasket joints. I . 2. � The Sub-Cont ructor'shall extend the water service to q point Y-0" from th 6 I . � . outside . , I I _:. . 1 2. . . . I _ _ I I � � I - , - . I I I , I ,.. I . kerfiinirnUrri bf,161i�of vertical separa tion shall be prov th *, ", I I.. , � 1, , . * I 40ed.,�betw6m; e wnitdr sewer I I 1, � I � , , I � , . � . I ly, : , I I � . I . I . I . - . � . ,. , I . 1. 1. - �, : .� "Standard Spedffi 11 I I I -Construction" adopted 1.982 by - q, � . I � I � , cations for Road arid Brid e th . . ; . . I 9 . � I .. I ,.�. , I 11 . 1.� � - � . I "..., _. - I � �. '�': . .11 I � ., �� I . I ,; _14;,�, . "'. �, �:, � 1, � I , , �,.� � I � i, I . I I . � I . . . . I I of the foundation wall. I .. � . A valve ar-id box shall be Lastalled at this locatforL I . - � . I 11 . . _ � I.- - .and wa ter�, I 0' i, it . I . &,,�,. Whe're'18 of. separation, cannot be,provided, �or iflite water line'is - '_ '� I � , , , . I I ' I � _ I I I � .1 " I I �'. I I . .. - . i . � I I I � I . . It I . I I I I I �, I � State of. Morida.,and allsupplements theri�iq' I � . ;;t ,� . : I � I . . . I I : �_ I I �' ,: I . . . . I '. 'L ,�. I,- I ; il.�� . . . ,k- I ;-,�, , " , , . , 11,11 11�m'. , ,� a ,,, i, �1 - , . . 1 I I . . I . I . 3. Corrugated metal pipe shall be Aluminum Corrugated Pipe,(A.A.M.P.) in accor- . . � I - . I . I I 1, I . I 11 I . � , �., � I , 1. I . , , I . - . . I . . . : I iesqw'er�'M . I ' !_,tt . . 6 -6onsteu t � to be V the sanitdry sewer., oil 1�,_ e . - I . 1. . 11 I 11 � . . . I . I I � I - I 1: 1. I . .. I I . . . . . � '. I I . � � ., I .. � I . I .� I 1, I .11 . I I � �. . � � . . I I . . � . I . I I � I . I I . I � , i . � . � I - ., , , , : �, 1. .1 � . -, , , ",,-, ".; � � . , � , '' I �-,,,, �. � � - -.Y,t, i � � 11 I I I I I � 1. . dance with AASHTO M-19 and shall be installed in accordance with manufac- 01 . 3. . . I . . I - - - Where water lines conflict with storm and sanitary shall be sewer the 'water lines , I . I " . . I.. - .- I . .. � I - � , , .. . . I . . . . - � � I I I � - I I pip fQ 'both vsi.0' s ' th , I . 1. . . Ili -et. - . I e Q , Ole on e of, ,e'�,*at6r.line crossing., �. �f I . I .1 I I � . I I I . 1, . I . ,3. � 11, . I - . . I � 11 - 1 . � .. .. 11 I .1 I � . I' . .1 . . I . I � I � I I x'P . I See Lan I I ., . . 4scape ,Ian for treatment of all open/jymen spaces, � .. . � I , , . . . 11. .1 I , r: ,.% - � . � " I ,�� ",: , '. .- " ki, " , ", , . : " . , I I _ � � , -,. �,. I I ., � I I I I I I . turer13 recommendations. Particular attention should be paid to the bedd ing I I I � . � . I ,� low I � . I ered during construction. . . , ,- I I . - . �' t , �, . ;, �., I I ,� � � - . � , ,�, , � � 1. I . , 1, 11 -:11'', I . . . 1. . :t I , : I. . I I . � - � . , � � .. �. � � � I . - - - � � . � I . �. . I . . . I - - � , . � L , '. I .1 I I . '. , � ;, ., - 1� � I . I � ". . . . - I � , I I � I � .,.:. . I I Z I I . I I 11, L ., � �� . I . . . I . .. . . I ., . I � . I , rl� . . . , I . . I � .. . . 1''. . I I I � I � - , i� I - : I I . 11..T��,� I 1 �' � " I , I 1, �'- "", � , - . , ` '. � I '', I . . I , � � . I and backfilling in 611 lifts on altemating sides of the pipe, hand tamped to eli- I . I ' . � . I I I . . .. . �. . " I I I . . , �, 3 ' I .. ' ..�,- I - � . I I . . . .11 � 11 . I. � . A: m ihi'i - in " minitnu, .bf 10 feet of ho�iz6rital separptioti'shall'be "provided bet ween the'sanitdry, 1, - 1. "I ,� I . I : ..l . . I I I 4. . � � . � . I I 1. I I ' *' " Th loiaiions, of exi�t . I c in utilities, such as water rnains,,qevers, gq4 lines, etc., as ,: �� . � 9 . � . . I I I . . ". , . I I , ,-.1 ,�, � I t � 1: "I ;".:: It . .. t�, , , , . I , "I I "'I -1 1� " ` � I I I I I - minate voids. Pipe 15" to 240 diameter shall be 16 gauge and pipe 300 to 3611 dia- 1, I . 4. I . � . - " � There shall be a 101 minimum horizontal and 18" minimuT vertical separation I I .., I I I I � - . I - . I I . . - -1 � . .1 1. I I � sewer arid water lines. - - , , , " i: �, . ", 111. .. .. I . � ,� � �, �11 . . - , _ . . I I I I . , I , , �_ ��', , " . . ,, , I - I 1. � It! 1%. . I I 1. I � IR , . � I .1 .. , I . I � ' . . 1. . I 11. shown on the Plans have been determined from the besit availa . Uop and, . I . ble4riforma I I 11 � .�. . I I : I ..� . . � I '.. . � , I � 11 .1 - P I I �, '. "I" 11.1 I , I � " � � I.. - I , � I., I �� "I - I meter shall be 14 gauge with band joints supplied by the pipe manufacturer for I I I , . I ' . . I between sanitary se-wer and water line'& . . . . 1.11 I . -.1- .11 � . I . I I I 11, I . . .1 - I . 1 4 1 1 1 1 ., I I � I I .11 � . I., � I . I � lq � I . . � . 1'�, .. � I .1 I % I - ,� , � . I I � . I I � . I .. . . . I ,. . . . . . I I . � , . I �, . . I I I I . - - I . I I . . I , I , I I ,� I � . " . . : ,,� - I - . ;__ I ' - is given. for the convenience a the Sub-Cohtractpr.. However, r� Engineer,an . �� * the I f , � d , . I . I I . -, I . I ,, I �, � . ,.: I I 11 ;� 1- _ 11 .� - .� I �, , - ��;� _,", _. I � "!,*:, �_� s � I I . , , , .11 , I I I , , the pipe u -443, and shall accept sed. Bands shall be O-Ring gasket type, ASTM C I � . . . . � . . I . . - I � , � - , � �4�. . I � I I I . The sewer Sub -Contractor shall e�dend 61! � 68 t within 5 f of the ' 11 I I I � � sanitary 3e�r'vlc 0 1 11 I I I . I � . , , I �.. - ' I . I . . . I . . . . I � I' �, � � ,, � . . I �. Owner do not assume responsibility fpr cy of the, locations shown. . . I the accura , . 2 � T., I I . i, � . , . � I :� I 1. � ,. � I I .1 . ...�'.. .'' -1. _..;�.�,, � .. "", -,,,�,� � . - " "',: I . I , I I _ I I . . _'.1 , I I I a minimum of two corru ation3 from each pipe. . 9 5. . All 21''water service shall be P.V.C. with solvent -cement 'welded joints. . I . I , ' I'll .1', � . ., �. - , , * , . . . , , � . I . . - - found tipWat the spe te evat�ion., ,77i� plumbipg,conlr' - - Q ': , . cified inver I . � actor shall install - I I , , I . I ' ' - I 1. I 'a . . I 11 . � . i� ; 1 . . I - 11 I . , . I I ity to contact 11 Uti, Lt'y corripcinies , . . 'It shall be the Sub -Contractor's resporisibilf ' U , , , , �, . . .1 .a I . I . , . I ;Z I , ", I I . 1% - 1. I . I , '�., I k.�, � .1 I , �',� ,.;,!:, ,, , . _-1-4'' � �', ,, ��_ .. .� � -,,'� � . .. � . I . . . I . . . I I I . I - :, � . I . cl ih-s lo'c'dtf6n , I . � . .1 I eanottt.,at .it . i , and cojmect to''the,611sqnitar'$!:' " I 1, .. � A , y service'. - . � . I � � - . . - I I 1. . I forty-eLg4t hou en on a d, have, their facilities . I . � m prior to commencem t of constructi �' 0 1. � ; � Z I . ,- I _ I . ..� �_ I �_ � �!'. " " "'' i'� I ,�.� ,�': : � I I - , I � , I Perforated pipe. shall have holes punched or drilled to 5116" diarne ter, arid shall be -approximately circular Ut shape and cleanly cut- If holes are drilled, the holes I 6. I I � . . . � . . I . All 3" water Lines shall be P.V.C. 'with rubber ring slip-on joint& I I I . , . I I . , ,, . I I F . - . . . I : I . , . . .. I I IS, ,:, I I . q , I . I . ,. I I .1 . I .� 1. ,,,, .;, I .. � ... � I . ! . . I 11 , - . ...'' � I - I 11 : 1 . . I , I , . I , � " 1. - - . I I 1 I I_, 1. I 11,1. , 1. . , . I . I . . . , - 1�__ � , �., I 1� I I 11 . - . . I 11 . ;., I . .- A I sanitarys6werp' .!:shiallb,�P,�V.C..�sqwerpp,ee6nforrhingto.ASTMD-3034&D.R. i I � : � : We, . I I f � I . . ,,n I I . I . 1, � I I . - I I I .1 -W I � located in the field prior to any . ,. I � I I . I � I ork. . I I I I . ., I � . '. I . I I � . . . I I . . � I I I - � - a- � � I I *,. , � I I . I � I . I I I ... ,� � ,4 � "I., . I . I 1� � .1 I �1. .-Vi 1. .1 � , " "I . �1 I - , , �:. ., :1 ,, , ,e, . I , I .1 ,. :: I � ,, , - � . I . � 1_" . �: I \. I ... t�l I ,� I , . , " must be free of burr& Hole3 shall be located on the neutraL axis between crown . and valley of corrugatio except that hole3 shall not be located in the neutral . M, I 7. , . . All 4" or larger water lines Mallbe P. V.C. e . ast it -on mechanical joints and rubber ring , , : I . . " �. . � I I I - � , ;. I . I I . . I V � � . .... I I I . I :1 11 talle'in accordance with ASTMb-23Zj.: : - .. .1 . - ,.. �. � I .. I I ... . . �1, . . I . I . I .. . I I I � . . ...� 1. . . 1. I . �, I � � I I I I . I . 5., I . . I . I I I . � I Quantities. are only estimates and should be re -calculated by a I -Contractor � I 11 � - � I , . the Sub� � , � - I ,� : a-- (J , , rl ,- " " _ , . .. . �'. � -1 '11, , � . () - ��, � .. !,.� � � , - . I , � - 11, , .. �!�, , � I I. . I . 1, . I I '' I I . . I . � � . cent t I a each side of the lack seam, The spacing center to center of. axis adfa . ' � . slip-on joint& I . .� I I I j, I .� � . I � . �, 1. . . , I I . � - . . . � . . 1. I I � �. . . . I I -1 . I �� . I I .: . ; I .. .- . . I I I . . � . I I I I . I . I . . . , I I - I I . ; - ,� � . I - . '. I for I bid submittals. . . . . I I �. .. . � . - I . I . .� I I . . . (O U-1 , � I .. � . . 1. 1, I � . 11 ; ,(,,,-, . , I . 1 . :- .. I . I � . � . , " ': �, e� I I . r � . . hole's paralldl to the corrugations shall be 1-7181% - Mirtimum number of holes per . lineal fdot of pipe shall be as specified in the following table: - 8. . I . . . I P. Y.C. shall conform to ASTM D-2241 Plastic Pipe (SDR -PR, Class T) ASTM. 1 784, . . , I I I " . I � 6. . . I 1. I . I .- e* . � I . , I I . � .. I . I . . 1, . � I I I I . . - . I . , ' .11 1. I The, SW>-Coptra&to� shall. be requited to perfo n. irifiltrution or e.Tfiltration test . ' � I ,� I , � _ � I I . I . I . I - �7fn 4 .:,. I . . I I " . I I I . " I . 6. . . . I I . � I I .. I I I I I 1. . . . �, I The'Sub-Contractor13 bid shall be compreheMi e and include all labor, equipment I v I . I . I I � . . . I - . b 11 Q . - ,, r I li � � . I I . � , . � 1. . .1 I , %; ,�J - 'j�, . F . I , , - I -, - �` �.,� , ,,� t � � :, I � ."', � , , - ..� , '" , , , - ,, r I I � � I . � ; . 7)rlx 1, Grade 1, 2000 P-.S-L des-ign stress and be H.S.F. a'proved.. AWWA Class C-900 p 1. I . I , % I � � I � .. . I % , " whichever is a licable. Infiltration shall I I ''I �P I 1. . no a . t exceed jOO g'lloris per day per inch,9f , . �. . ' T ' . ' " '' - I I � . I . I . and materials necessary to complete all site im rovements according to the, engineering I � I , � I 1p ". I I . I � I ''I - .. .1 1. ,i: I . 1,; , :� � , , I - I 1�' ": , , � � : � . . ", " � '� "' i I I - . . � . Pipe Inside Dia- Min. No. of Holes/L.F. Area of 11ole3/L.F. . ' . (SDR-18)'with markings'on each section showing conformance to the above . . , I I �' , .1 ; diameter -per mtle''bf Zen tk, or t � I � - , I I .9 , he computed equivalent for shorter. lerigblis of time, , !, .. 1� 1. . , I I � I . . . I � � . . I I . % . I I � . : 1. .1 � Ions. :- I . Plans and Specificat' I . I . . .1 I . . . I � � I I I � I I � I I � . � . I I ,� I . I � � I I ,; � I I `_ -11 . , . I , -% , .. I., � . , ,:, 1, �t . � ".; . � 1� I I I I I 11 . - . , . . (Inches) (sq. Inches) '. I � I I . � I I . specifications. All P-V,C. pipe shall bear the N.S.F. logo for potable -water. Rubber I 1 � . � i I , I I ., 7. ' . I . �� ; I . , .1 . 1. I I . I 1. :1 . . �, I . . � ., . I I I I I . I � . . . 11 I .. r I I t Stibl-Contruoorshallmoply c The , omplet&"Ilda�wiltl! information relative 0 lriverts� . I I . I . , : I I . . . 7. I I . . . � . I . I . .1 I I � I . . I I . . 1. � - I I . � I I I . . . The Sub � . . I -Contractor shall restore off -site construction area3.to.equal or better., . . � I �, , � . . . . ! 1- .:. , . ., I I I , I , I : .y I- . I 11, . ", w� I , . 1� 1� - ., , � i , _w , -,`1 I '., - �,,) .1� s I '. i � :� I I i .� I 12 160 12.27 joints shall be gasketed.and confor7n to ASTM D-1869 or ASA A21.11. Solvent- I 1 I I I I ,� q � .r , I I � I � ;, � � I . - I � 1. . I I , I . and rim'.e.lewtiOns"location of manholes and. lengths of pipe. 1,aterals. shall be . . � I I - I - I �� I � : , I -1 . . 11 I I cohdition".than existing prior to commencement of construction. , ' - - . � . . . I � I . � . . . I � I � I , - I I I � ! . �, t, - -) 1 1, I _. I �.' �e, �' . _,.� . I . � I'll I i I , I I 1 I , I . 15 . 200 1 15.33 . I I cement couplings Mall conform to AS'TM D-3036. I � . . I � - I I � � � I .." . I . . I � I I I �, . I 11 ,� � - Located from, the cent6eLirie of the nearest downstream manhole. ,'The information I . .. ' - ''; 11 � , I . I I.tl . I . I . � � � , � " � I I . � . , . . � - I . . � � . I . I . . I . I I � _� 1. . I .1, . � . . I � . :� I . . I . . . . . � : - lo p'. I �\ "' . : .-,. 1. , � �� , , ��W, ,�:Y 1 , �:? I I � � � I I . 18 240 18.40 � I I I � I I I . , I 1, . . 'ith � � � � I .. � I shall be submitted on:Iggibly mark,ed-�Lp prinf�. to.the ZnOineer two weeks after , . .1 I . I . 8. . .. I I I . I Where applicable, utility trenches crossing pavement areas,shalt,be. backfilled with . . � .1 I I �� I 1, I I I I I . � 1-�J � � I - 11 '!� . ,�: , , , I I �.- I 1 - � I il � I I., . 1 � 9. " I Gatevalv.es3 and larger shall con rmtoAWWA C -500, w wrenchnut, extension fo I : . I I - . . , I � I .1 � .� 11 .,� . 11 � � I .. � I 1. . . . - . completion of sewer cpn3truction�' 11, I . I I .1 �, . . I I . � I I - . .1 �.... . I I I . I . 11 � I I ; . I . . .� compacted granular material in accordancewith A.A.S.H.T.Q.;-�-T-99. � .,� I I I ., , I I . . 1. . . I . "I, 11, 1�, w � . �q . - I , 1. I . . , I ,� � I � 1, I . - . AIL perforated pipe shall be wrapped in a filter material with minimum seam - stems and other appurtenances as quired- They shall be iron body, fylly bronze re � I . I . ". . ... I . I . 1. . I I �� I . . � I I I , I . I I � � . I I I � I . . . I - I I . I . � � . I I .. . I � � . � . I . I I . . I . . I . . . . I . . I `Sub-C,6iitra'Ctor I . I I . �, . I �. I I I . . I . I I I I I . . _. �. .. . I I . I . . " I I . � I I . .. .1 11 � . � I ,� ��.� . I 1_. . .1. , A .11 * .: A , I - . - - � I I I 1`,F, , y ,I - - ,: 1, I � � I . I . I . overlap of 12". mounted, double disk., parallel seat, non -rising stem valves with O-Ring seats and . I . . . .1 I I 8. . . � I - Me ' nance. I 11 . � '' ' I �haLl meet all requirqments� codes and ordi . - I I . . I I s of, the . I I I I 9. . ield tiles en' . . I I countered shall be reconstructed and/or realigned to maintain, I I � I Any f, I.. I . 1, . 'Ll � I I - I , , � L� 5 I . I; ,. , . I .��:� - �` ,z��.� e�., � I 11 ". -1 .. I � I . I I I � end connections as called for on the Plan& - I . � I I . I . I . .. � ity 1. I ' . I , 1. ... . I . I . . , ' �. � I - C, Of Sanford Avafer & Sewer Dept.- ln�luduig advance notification prior to . � I ' I . . � I . I . I � � .. 11 . , , � . . I I I � I I . . . I positive. drainage at all time& . I . I ... .. '. 11 � .. � I � - . - . I I I . ..�, ... ", - � �1 I , 1, , 1�1 'i � � ��,'i 1 �; ,� I ,,,� ,- r, - , '', ;, I I 4. . Underdrains shall be installed as required on the Plan, by the Construction Manager/ I I � . I I ! . I . I � . . . I . � � � I . � . construction dad''te'sting.. I � . . i ,, . : . '! .1 I . . �� 1. - . I I .. I � - . . I . . � , � . I .. � w - . . . � ,. I I . I . . - . I , ,,� I �, � I ,. . - " . I . I I I . I . I � 1. 1-1 I :: . I �� - .1 . .., . � . I . 1. �. 1. � 1. 1 . - �;, . � I - � I I '. i! ", �,., � . I I ,I 1. I .� I..;, �. I I � . 2 � . I I I � Engineer or local regulatory agency. Even though underdrain3 may not be called I I 10. All tees, caps, plugs, bends, fire hydrants, valves, etc., shall -be providedwith. thrust , I ' . I 1, 1 , .11 I I 1. I . . � �. . . . I . , . I � � I . I � - . I � . I I -1 � .1 I I .1 . � . I ,� .. p I '. 1. � � I .. � I . 1. I I I . . . - �. � " . . I I . . I . . I ., � I � . � � 10. . I . . . .1 Th o - Sub-C ntractor shall immediately notifythe.s:upervi ing Consttuction.M ager - - . ,�. 0 . s an, f. , . ., I . � �. - 1. . . .- I I . I I ., .. , . . ". . I �, . .., . e � . 1_�� I �, � I � � ,� , �! C4 "I I ,, , - _ , ,.''. ,� I . , I :. � 11 1. - � - �", I . I . � � I I for on the Plans conditions encountered in the field may require itaLlation of , I I blocks. . . . I � I . - I . . 9. , I er pavernent shqlIbe approved granular,.backfillin.6"Ja Bapkfill.und I � . . . ;_ . yers and compacted ,. .� , '' � , I � I . I . avelm . ; , , � .. f I . " . - if any foundation, p � ent or utility stake, is disturbed. . � - -. �` . , �,�; � " . .. I I , .. , . � � I . I . I � ,� �1'1 .: ,; I I � � � I �' .. -� IL 1, 1: 7� �', , . J. ''. - ,?�;t_,, , , ,,, �. - t, I . I I I I ' � . . I underdrains. Any wet soil conditions, hard pan or suspect soil conditiom encountered I . . I I . I . . � . . � I I ; .1 I � I . . � I I I I I , I . . I -H.T.O,-�-T-99_�' :. , . , . ; Thaximu dete'rmined'by A.A.& . � .1 to 100% , * m, density as . . . . . I I . . I . I I . 1. . I � . , , � . I 11 . I � I I.. � � ; . � I � � . . I. I . .; -1 .. . . 1 .. 11 .1 - I., 1 I . I . I . � .1 � I . . - .1 . I � � I I . I . . I I 1. . . �. � , . I �, I 1� . � . I I .11 I � I .�, , �, , '_ .�, I ._ ,�:' , ... . 1, , A, �. . ,7 I I I � - , , , I , . , ; ",;� 1� 11 � 11% , "! .1. � I �. ., I ;A . . . � � � � � I . I . - I shall be brought to the Construction Manage r/Engine e r's attention for further in I I . . I I 11. � I . All Pipe shall be disinfected and tested in accordance with A WWA Standard C-601 6nd I . I I City Standard Specifications. The Sub-Contracror . I , . . . . . I � I . � , .1 ' 110. 11 1: I I . .� I . . . ., . I .1 . I I .� . I � .1 I.. I I I � . - . � � . I I . 11.1 .� . I . � ... . . . � . '.. . I � I . I �, . , 1. . I . � . .. .0 . I . I . I I . .. . .1 � . � . . . , . . . � 11 I Kosanchick & Associates, 6 minimum ' ' . 11. . .1 - . I .1 . ,,, I I I I . � � . I I '11. I -, ,' � .; - ' For identifications in,contractualagreements,_ this set.oif Pl4rists dated January 23,i 11 .1 I I . I I . !I, . � I I . I . . � I I I I I � , , :., . L . LJ - I ,� I .1 �11 ; - I 1. � I 7 1 I �", , � -; "'! �, . , ,�, I 1, .- � . 1� A, , I _R 1 . ,:..., , ,-. . ., .�, ,,I , :,:-.;, I . . - - .,,,,, , ,'�,� , ��, , ".� I I . . I � , vestigation. � . � � � the of Sanf6rd Sewer & Water Dept. . I ' . . I � 11; - I , . � ' . , 11 be notified . � P.A. .Jw **ing 1-1 � I . of 48 hours (2 fuff,w I . _1 . . 1. .; I . - �1' . . . . I 1985 andany revisions orchanges thereafter shall be n ted and dated on.the affected . i * . I a I I :. �, I I �_ 11 -, , I '! . I.. �, , .: N - -_ - , I I . � I , , .� � ,a I I . I I I I � I I I I - ,. . I . I . . shall provide at his own e me,, all necessary testing equipment,i pressure g, uges I xpe - a _, water ,,, . I I I . . "I , . I . , , , . .1 , I 66r. to pow truction and testing. of t �, e'S' I � � days) P h se, r w ei�,. Phon' �(�05) 83' . . -8310- , - I , _ , . �U Lta . y I 0 0 .. . I I I � . I . � � % . . . . . . � #I - . I . . I . � . � : - , , I. I .. I - I . ., I 'Y �� , I . r - 1. I . �. . . . � ; . . Plan Sheets. I I � . . I.' , � . .- - I ,� � � q Q �, I � I ��., ,� '. . I., I " I , . I I.,� z ;� I ''� "." ,�, 1'� , , .: , .� ;,,� . _ ,. z �. I �, , ��'. :1. I - � . I , . "I'll. , , :�: , - � I . . I I . Underdrain3 shall be 6" rforated Polyv . pe thyl-chloride pipe conforming to ASTM I als - I meI:ers, 'water and muteria and facilities required for pressure and leakage testing. I ! � � � I � '�,� ,� I I I I . P . � � � hone - calls requesting staking . ,� cons I I I . 'of the, s�anitary`q W6r-are no � ide re . . I . e I �d the 4 6 hour . , , I � I . I I I I I - . I I I . .. . . , � I � , 1� . I . - . . . � .. .11 I :- . . 4 1. I i . I . . . I I : ; . I , 11 I : � , , 1". o . , t, i .!. I . " I . I .,-': 1*� . �,j ,,,�,'-_ � � .11 1� " :1 "i _�,, "I 111". * il� �, � I I I " , . I . � D 3033 with perforations as specified in ASTM C-508. Installation shall be in I � I . I . .. I . . I . I . . � I I I : I W. ". , .. . � . . I . . . I . I . I I I �. I I 11 . I , I , " , * , notifiedito'n.requ"'men't ., , ''I, , I I . . . .1 .1, I 11 I ,. . � : . .1� . � I � - I . . 1"., � .1 11 �� 1. . I I I - 1. � 12. � . I I . I I ,� . .. . , . I . � I . , ,: :S d by. JammaL & Associates, Inc., :, �U borings and soil engineerin services ha-ve been provide . " - I . 9 I I , I . � ' I .- zlz I 6 J U-1 L� . - Q � 0. , , 11 - ,77 M � - - - -, i% I _., -_ - . ",:5 , 1. ,_1 I ,; ',- I., �: � ,.,-" � i I" I �, � � I I I . accordance with manufacturer's recommendations and as required in Section 440 I 12., . 71he water system within the project"site shall be privately maintained and owned. . . � . I I I . � I I I I ... . I . I : . . , " .. . I . . . I . � I . I . . � I . I . . '. . I I . I . I . . . . , - , . I . I . I . I . . I. .. , - I . 11 ' ., � ' Winter Park, Fla. andadditionciL services will be provided to the. Sub� Contrac tar, ypon . I �. I . I � I . 7,77 A- (0,0 �W�� , " r . 1_ . � 1 - : Ir ..0- �z �1� .- 1.1.1,11 , .�, I �, , �. , " _V, .�:. ,.. � ; � 1. I I I I . I of the F.D.O.T. Standard Specification& Pnderdrabu shall have factory a ssembled � . � I � I I., � , I ALI dr-i-site. sewers 3haIIjbe,pr(vdI;e!y inginta q owner. , . - * t. ., I . � I I � .11 � . -1 . � . , in', 0_by .. I I � . I . ,�. , 1. :� I. - " � .11 . I .1 I , . .. I � ' th&0vnor.i"-77ds,engineeri6q I 11 � ., . 11 , drrectness,, ._ ,, 4 request to ssumes no responsibility for. Vie c I . I � .1 I. tir]T! a . I ,. � I . . , 1-1-. ., I - � "_ I I . � . '; : ",.` , . 1 ` I 9- , , - .,;,�:-,, " � I I '. �: �.,, . f �., �. � 1, � I I I I �, . I envelope or nylon screen sock surrounding the drain. . . . 13., Backfill under,pavement shall be approved granular backfill in 6n "rs arid compacted I . - . I � � � . � I . I , . . I . . I I., . - . - � � . � I . 1 . . . , � . I . . I I . 11 . , � .. . I , I ., . � I � - . . I I I . I �.. . ,� - - '': I 1, .. - , I . �. . I .� I I , . I I . I ,� I 1. � . . � . _. I � I I . . � - , . . I , I . I I , � - �%� -a an completen ss.of"their,.� . . I I . ., . _ . . I . . � -accui , . . . . . . I I , qy _ d e a rk. ' . . ,I '' - I . 1. - .. . � _. .. . . � I :. , � 7 I I . . . I., ��, 0 , , � I � - - . a , ;` (f), �� I . - '. �_,.z- � I , � - � , . -1., - 0! I i. �. . � I . ..'' ". ,_�..; I I I * : 1.� 1. .� - � I :,.� V1, �:�,,' I I . . I I I I 1. I I I I I � 'to 100% maximum derisit I y as determined by A-A-SLII.O.-T-99. I I I I . I . . � � . I �. . I I , . . I , % I I . I . 1� I I I :. . I 1. I . � I I � . I I . I . I I � ,� . I . 4 . . I . � I m . . - I " I . . . I . I '. 1� � I . I I . . � . I I . I . . . 1. . : I . .. � .. .1 ", I I 11, I I . . � .. I I . I . .. . I I . I I I I . I ,� . I 1, I . . . . . . : - q I , �, I , ' -0 � I , , r',� . - 1. , .q i,5� - . I . .`:;�' ., I � I � -1 I - 1 I I., ?. . I I ,. �. ""', , I.— .., , ,� ,� , , I , , e �, - '' �. -1 . I 11 1 � I 5. Backfill under pavement shall be approved granular backfill in 6" layers and compdcted I . . . . . . I . I .., I I . . I I I I . I I � � . . , 11 . . . � . - � .1 . . . I . � 11 � � I I . I � . I . I I . � � I 1 I " . I I . , 13., , . � . . ' . � � . � e si e, including re, pn ton* - s n. es,'�- -' , " . . 7,11 *t t I* areas, sh.allbe cleared of all obstruction "suchasfe' 6, I . . , I . � . . . I . I I I I I - N ', , , *to, , I I I'll. - n -, "" a. '. �j, , _', . -,!, . . , _� , . ... , , '. t4.1;1 J , �, I , ,, , i . . - , * .,--,' - I.,"..*11,11 ,,* ) : � �' I I . . I 1 I to 100% maximum density as determined by A.A.aILO.-T-99. 14. Kosanchick & Associates, P.A. shall be notified a minimum of 48 hours (2 fuU wor*ing . � I I I . . I 4 I ., I . . � - 1, . � . � . . I . I I I I 1 . .1 I . I ''.,� .. - I � . . � . ., � .. I I 1. . . � � . � 11 � . I , I I � , , , . ' ' I- Z ivalls, fouridations,, logs,- shrubs, brush, weeds,'.'ot.her veyetation.and accuindtatigns-of ,-.` . ''! . � I I . , , ),�".*, ! 1, 1. . .1 � � . - , . . - ,.�' - ,1 K �3 "e" ,rr ,� , � �, - I �� , �,",. . .� �', , �" ., ,, . . � I . . I ,�. . I . I - � I . I I . I I . - I days) prior to testin.q of the water IU'le& Phone (305),830-8310. , - I .. . I . I . . . � . . , I .. . . . � . . I I I I - . . 1� I . . . I .- . . .1 I � � �.. . .� . : . . ''. I . I I . I I . I I I . . I I I I I . . I., I ' ' ' ' . . nibbish of wha tevet nature. These obstructibn�. shall be.satisfactorily disposed 7of. , 11 . �� ' � . * .1 : I '. .1 � , . . . ��, . . ,, I I I I 4 1 ,: � a . . . � . I - ; , . �. I . I - . �, .1 - - � I �,q , , .''... I I . . I I"i I 04 . Q '. , , . I - , ;;�.�t,to. 11 qq) " �:�4 . 0. 1:� � .1 _,� - ". . , 11 I I., :� �, ;.�. - . � 1.,�, ",'., ,., , , e4_ 11, i " 1! _ �-� 1. . 6. The Suh-Contractor shall install 4" & 6" (black) rigid plastic pipe (1,000 lb. crush) I . . I . I I . . I � I . . . I .. . . � . I . . . I . . I I . 4 . . I . : . I I � . � .� I I . , .1 . I . I , , . . . � . , I . I 1. �, I I I I I . �. I off -site. -, . � � . . . I � , - I , I '� i� W 2�%, _T I _� . , ,. I 1'� .% 1. . "' 1 �, , � 1, � ,� . � I I I I 11 I for the underground down spout drains (D.&D.). Where two downspout drains or . . 15. - � I " All materials arid con,struction r rits f6r the fire service water line, check valves, , -equireme . . . . I I . � . I I . I . . I . � . I � � I � . 11 .1 . . . � I . I . . ,. ., I . . . . .1 I . I . -1 � I I . . . I . I . � , I I . . . .o . I �� vl� .� � 1. I I .. � . 1. . � I : I . I . . - , . . .1. . % tl. � . , I I . . �. . . . I . I . I . .. . I �, I . . . . . �� I . . �. . I . I I I �� I � I .., . I . .. " � ' . �. , , . . 1�,: I ,,,, ,:. �, .Q , , I , 0-. 11 L , , kj'� , ,Z�l � , _O)" , -�.-,,)�, , - 40� , 6 it, , . ,� � 4 j �; I I � �� I'll , 1.;",:r_ I I 1� 1, .1 .� I I p: ,,, :� J� � � , I.-_ � I I '. , . I � . I � e conriec- more connect the Sub -Contractor shalt ins�all 6" rigid plastic pipe from th backfiaw preventer, gate valves, etc., shall be in accordance -with the City of Sanford I . I . I 1.� I . . I � I � � I I I I I � I I . . . I .� . . ... - I . I .11 I . . I . . . I , � I � . . . . I , I � 4. . � 1. The site shall be'cleared ofall. tree ex ept those which are de, * d �' I 3 C ., slondted to be save or"' ,;, . I . I � I I I I M 11 - :06. "b n I ('31M � , . � - X)�'. �;, , - I 1 � ,1� � ,"!, , , , .� , 1; � - _ � I.` -, .." , ,, , ;,,� " I I . . I tion int to the outlet. All single downspout drains shall be 4" rigid plastic pipe. po . . '. I Sewer & Water Dept. Standard, D6 tails and Specifications. � I � . I I I . . - .. I . I � .1. . . I I � . . I . I I I I . . I - . � .. . I I I I ill'be ref,rioved - - , ' relocated. '77-te Sub-�Contractor shall.bid on the busis that'411 cleared treesm. � I I I 1. . I I . ' - I I I � � I 11. 11 - (/) I..; � 1�� .-, . � . " 1 I 0 . " 51 � _�_ - - . �_",<03 N 1 �: �,!, "�. ." " _ , " _� _ � �:. , � ,� %.. -1-1 .1 I . 1, I � I � � I . I I ' I . � . . . I 1. I . I . � . . . : .1 I . . . - . I . I . 1. 1. 1. I . 1. and satisfactorily'disposed of off -site. tru on i 1-1 Before cons cti , th -�3u�ont -detor.shalL meet " - � . I , . e . - I ��. I I , I . . I , � . �� ltr� fn� � : -. �.. , �D� bo, I qq ; Z (O',�3 U �,Cp 1-f. : , I '. � 1� I . . I �1, I �_. �, I I ! . 7. The Sub -Contractor shall fumish and install the adapter from the underground . . 16. The. SUb-Contractor shall supply complete ,"As-bufLt" information relative to the.location I I � . I . . � I �. I . - .. - � . . I . . . I at the site with the 'Construe tion Manager and/or Owner. At this. time, ,any -trees to be I 11 � � .1 . . I . I - I ". , I I I.., I, � 11 , I I '. 111111111111111�6 05 _z ,I �.:, .1 .,'.�_ I "I I : . . I , , � 0 I �`_�,.,�`.!, ,� I - . ''Ill �, ,,�,'; L " �'. I .. I I ,� I downspout drains to the building gutter downspout drain& (See architectural I ,, of all water lines and service& The information shall be submitted on legibly, marked -UP I I . . I . I I - . . I � . I I I . I I . A � � . I I .1 . , . -'. saved shall be pointed out and tagged. These trees shall be,'pr6tected,rr9rn damage. - I I .1 , I .. I � I I I . � I . .. 1. � ; I .?", �, rt ��,. I � I _� ''I 1. . Q_' to - " .11, . 1. . , ,1 , �.., I "; ., � - �-, . . , � . '. �' - - , . , � -" _ , I I , , �! r . � I . . . � I plans. for sizing). . . .1. I I . printsto the Engineer t vo weeks'after completion of water line constructiorL . I . I . . I I I . I . � . I I � . I � . . . , I . . � . :�, � I . I � . 1, 11. . , 'IQ (f,) IV).(3' _ I . I.. -1 . n _:..- ..., 11 �_Q I � " ""' o � I , .. 11.wl �_, , - � ., ,,, r � , I . . I I . . . 8. The Sub -Contractor shall construct water retention areas as shown on the plan unless . I � � . I I � . � . I , I . � � . . I � I I . I I I I . I � . . I - � . . I I �. . I . - I I ; . . � I I I I : . �. ; I;- ( 13 pt - , . � -W - I 1.1� . ��..'� . , W.;,>.. " . . '�'; I '-I, - , , I . mJ. " . CD , , �Dml . .. ,�, " I "' 1 .�.. � . . � '' *�_ �: , 11 ;:_ R� j ,:, , r I I I I I . . � . I otherwise approved by the Engineer. I I I I I ,� � I � . � . I . . . I I I I I . . . . � - � . I � I . . . . I - � � . . . . . � ... I . I . - I I . . 1. I . � � , . I �. - 10 W O.. . I � " :�; W,:.',ui � � .1 - cc, � 0 x (0 -0, �� I, . ... ": � - , .� I .t .."'. I I , I .,� I-* . . � � . . � . I I I . . � 1. � I . I . . . I I I . I . I - . I I . I � �. . Z�.,�� . 0) :;?! q- . ��- <jr " I �_ .W -1 q � - I . .1 �� . . . � 1, I I � � I I . . . . I I . . . � . . . I I � I . � . I 1. . � I . I . � I I . I I . . � . , I I . I � I � � I . I . I I I I :. � I I . I . . � . I .. I .. � . I � 1. . I . I , . I I . I I I I , _�o 9)" . . ,, �-6 _J ;r , .�:�� - �L .� ,,G)%, . 1�. I . 'I, I 4q.. Q) -11 ,.Q r ': Q-11 I- - I 11 r, - � I 11 'i - � .:.. � . 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I Z).,..-, -J!� , - , , ., .- ''I 1 , � , db . . I ": . � . ,1,1� 11 , I ON -SITE I 925 L.F. 6" Water Line . . � � . 7 � . EA.' . � I . . I . " I � Sd I nitary- Sewer - Cie , anouts� , . , I., . . .1 I � I . I I - I I I . ,� 11 I I . .1 . I � I � I I I . 1 . -175 L.F. -_ . 1 -21 11 Water Line . . � I . . . � I . I . I I I I . I . - . . . . � � I . I . . � . .. . . . . I . I .. . . � I I . .� I . I . . I . �. I . I I ,I I LC) ::� , X Q ko ,J), . I - t.- , 0 (JD - , Q��D� . � % 1. . ''. , I .1� I I - ��.. �' ,.F I,: , ... I 1. - ,-,-.. , ,., � I I , . 175 � � I L.F. . 1211 RCP Pipe I � I - I I . I � - ____ - . � I I � I 11 . I .1 691, . --- ,'. L.1 I . . . - ' I . � I . I I : . . . . .811 Sewer Pipe . � , 11 I I . I . . . . . I I . � . I I I I . I . . . . - i lu " � , . I � . 1.�`,.,:.'.-., � . -, ,,r.,, 1, , I � . 1, . 1. I I . I.: � � 11: : " :' I � � - � " . �,:. , ". !_, _,".- I I I . 1. � 185 L.F. - I I I 1511 RCP Pipe I 7 . EA. I I -21 " Valve & Box . . . . ___ - - . . 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