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I _ ."........-. f I 3�4 ` _ _ -----9-" _-- / CONCRETE SPILL CONTAINIv1ENT SPECIFICATIONS x / '`c� ��STR �� `� I r 1 = 40' Ito a a - d i EA Y r �, NAiD a_ = o (7 A E'er +eYL-MI ./ ! �._C,.:_\- ..,� I _ `ttr A 5 , i 7 - .. 4�-n U Ul ❑ w 20 D 40 2Q23.11a03 14:1 fl 21 fl4'40' w U e-�. C6 � ¢ J Z S. FUSCD PROJECT NO. 1 125-274281 � W DESIGNED BY: C TOWN OF YARMOUTH, MASSACHUSETTS N DRAWN BY: S. FUSCO WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES FILE NAME: C006MAPL.DWG G. HOWARD�'� SHEET N0. c� SHEET CHK'D 8Y: CONTRACT NO. 1 MATERIALS PLAN I i 0� CROSS OHK'D BY: 1N- McOONNELL v L U ❑ 3 Davol Square, Building A, Suite A-425 WATER RESOURCE RECOVERY FACILITY C_, 6 f N co w APPROVED BY: M. PITTA Providence, RI 02903 Ld (6 ' DATE DRWN CHKD REMARKS DATE: NOVEMBER 2023 Tel: �401 } 751 5360 PROJECT NO. CWSRF 8349 SHEET 16OF380 x _j � � F � X � X U D I O F— i.. U Q Q C W + j O D'+i"41jQ000 ii�� 1 I +{tl, l" Q o r `++" ' Q O QO a� I Z A'.■ o R7 + Q Q O Q r+ {q,•gny Q O ++�+t `10 O O C LL- O ++O ,;�,r'0QQO + O ,,;a Q O ' o 1""., Q Q Q }+ +k� O • C, O C7 O 100 I ,'++ Ld z � ++ ITS• ,� is 1( p yl LV!:1.4 :g Hwy ::,ae • ! Ld yn �,•/, Y w i y: J +++ ++ !� , I'Y gy set y. m ++f+++!Schiff' FIX �""/'4 v'N. yy.k" ++���' Q +'.4. Q Q Q O + T + °� n•.N o ++r+ x` O 0-'0 O�O r Q O ++ + 44 YI err ` •,t� 6 ~ III+++ir;" O } ++ +00 A9 a•, + + U J ++t+"�;;x;`O BITUMII + ,�,•, PAVEMEN +t+ t Y5� 12 + V4�,ti C JK•I + 4 .?y w "' Y ++ + T";.h 3 + INFIL 3 + + r„r o O ati. ti,`Q U V ++$+tn C Q I +t++�'w,.n n O O Li, + fi ?,ta,"" 1 FT ++ ++,iianr Q V v C ++fill[ hnQO 6" CRUSI Q z ++ U W + + c. Atio O LLJ_ 'LCPA" Q Q Lf Q Q OQ �4 U w I + + ;I, pt''s O 0 + + Q O o+♦++f;;Wif Q CU o + + Q O N nr O U +'„i,A,11 U n }},i 10 QQ z JJ + Q VJ ' �TZ } + + JJ r +t+ O Q Q LL. W - J +4,"" tQ +O O N CY A • 01 O Q O O 0_ + r+ + �1, i, Q + ++;,tl,�,; Q Q C + + y1Yi�l Q O a�i in + +++00 + ter' 0 + + + + + + + + + + w + T + + + + + + + + + + + n + + �+ +•+ + + + +YT O n `v `v `v w E W L 4, 4, w o � n I � � x C `r r1 r- u cfl N W I w w w w 6 � f Q N U V) ° I« ------------------------------- �104p W '�%` ` --- • • • ---------- > -------• U) cf)w o U -r l Lam= E 0 0_ w Ld ` -- = 0 CD o- � Lofy- U W U JCf) qfl of j QZ N y = 7F U) �LL- > rnco 04 CO ' o j N NO DATE DRWN CHKD X J 0 O 0_ REMARKS DESIGNED BY: S. FUSCO DRAWN BY: S. FUSCO DM_ SHEET CHK'D BY: G. HOWARD Smith CROSS CHK'D BY: W. McCONNELL M. PITTA 3 Davol Square, Building A, Suite A-425 . APPROVED BY: Providence, RI 02903 DATE: NOVEMBER 2023 Tel: (401) 751-5360 m \ z 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE (CONNECT TO EXISTING FENCE) X x x x I \ X � \ x \ 13 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE \IN, C-10 (CONNECT TO EXISTING FENCE) % \ I I K x K I /1 / I 1 � t Ix % Ix x x / \ j 1 I TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES CONTRACT NO. 1 WATER RESOURCE RECOVERY FACILITY PROJECT NO. CWSRF 8349 �r— �/ MATERIALS PLAN II x ° CIVIL ui No. 50148 IST lop = 40' NAL 20 0 40 Matt Pitta 2023.11.03 10:10:30-04'00' PROJECT NO. 1125-274281 FILE NAME: C007MAPL.DWG SHEET NO. C-7 SHEET 17 OF 380 !MATCH LINE I U w 0 z U N_ z w w T- U 3 w Elf 0- w 0 z 1 r 1 4 \ M I r O x ¢ NOTES: 1. DENITRIFICATION FILTERS ARE INCLUDED AS AN ADD ALTERNATIVE BID � l ITEM (ADD ALT ITEM NO. 1). SEE STRU AND MECH DRAWINGS. 2. BASE BID TO EXCLUDE SHEET PILING FOR DENITRIFICATION FILTERS AND INCLUDE CONTINUOUS PILING ADJACENT TO POST-SBR EQUALIZATION TANK. ADD ALT ITEM NO. 1 TO INCLUDE PILING AROUND DENITRIFCATION FILTERS a AND EXCLUDE PORTION OF SHEET PUPING SHOWN BETWEEN THE POST-SBR w EQUALIZATION TANK AND DENTRIFICATION FILTERS 3. VEHICLE STORAGE BUILDING INCLUDED AS AN ADD ALTERNATIVE BID ITEM (ADD ALT ITEM NO. 2). SEE ARCH DRAWINGS z 4. CANTILEVER DESIGN IS BASED UPON THE CONTRACTOR PERFORMING SOIL ❑w PRECUTS TO PROVIDE MAXIMUM SHEET PILING CANTILEVER OF 12 FEET. IF Z) THE CONTRACTOR ELECTS NOT TO PERFROM SOIL PRECUTS BRACING WILL BE REQUIRED AND THE COST OF BRACING MUST BE INCLUDED IN THE Li m CONTRACTOR'S BID. SEE PRECUT DETAIL a 0 z w z Cn a U LL 3 a_ BOTTOM OF EXC 0 J � 0 L7 = 0 ~ w Q a z ¢ w U ctf o w Li a- N U 0 U z v LT w U 4 U > w OL. m r C � a ----------- 1 z U N � x C I a w �� 1 Elf m --�- _ r > u N W N -1 Lj LLJ :2 _ 7 o - E � V) �� ` 1; U � � ciLi E w UN a �•................ U7 w - y �za° U U J � �7 0 I ¢ w r+ [/1 v LO w v m �0 iri m m m w Ld o w �� DATE DRWN CHKD x -j ar� 9 PRECUT DETAIL NTS EGP-� EL. 18.00 ... 1 pr n ---------- Orr CUP4 _ � I % ' a � *tw-xe rimdw am NO �v m , r �t447 y ; P r r DRAIN MANHOLE RIM: 19.20 I f INV IN (E): 14.38 � � INV IN (N): 14.38 INV OUT: 14.28 ,' 1 ti ► i ROOF LEADER INV: 16.26 CO - FOR CONTINUATION, SEE PLUMBING DRAWINGS 1 n 1�\ 4- I FLARED END 7 STONE FOR PIPE END x -�-.- 4 N -- C] a -- -R---------------..---e --- -- ---- - -r ~ %------------------------------•-------------------------------------------------- ---------- ----- ---- - --- Qr��---------------------------------------------------- --- ------ --------------'--- ------------- o� ----- ---------------- -------------------------- ----- ----------------- ---- ---- - --- L 'cane - _ _ __ 100 WETLAND BUFFER --- - - v ------ '--- --- _ ---- _- - - - - ----- TWO---- ----- - ---------------- - 17 - 9 -� d ---- -- ---._--_�--- _----_'----_- � -w d r r - - 20.5 - LO - -- - - - - - - ---------19=20' ~� d \ = - x •,l x u x x x �; 20.53 17 =18 x �a ddz Q x " i 1 O % I 11 DRAIN MANHOLE x I I x C-.1'1 RIM: 19.50 ti x i •, % I INV IN: 14.91. 3 , INV OUT: 14.81 C_ 1 12" DIA DEEP SUMP x i 4 cQ� ' 1 AREA DRAIN[19.04 r19.00 RIM: 17.50 o INV OUT: 15.50 I 20.53 x x I} M 19.92-\ 12DI - -- SEDIMENT FOREBAY * Q x A ! x f " ° YL TIDS a ,r 20.42 1$LLj I i r i 1 s{ 19.00-< 9 L x 19 186,19_ 8 9.�19.19.04� 9.50 I IiI IIi �! I `19.00 ' .: I 1 19.57J - - � 19•04 - - - - - - � - - - - - - - - - _ I I j INFILTRATION BASIN N0.1 WAS rTC 19.7$ F 9.10 b I BOTTOM EL. 17.00 �1► r� ❑o° x I STORAGE BC 19.28 2 " 19 nYy 19.57 TANKS r C-13 DEEP SUMP { 19.5 1 I i y�\ CATCH BASIN { cn 19.57 19.46 RIM: 19.18 x [7 I m I i _ _ i -- 19.36 INV IN: 15.83 119.57� t- INV OUT: 15.33 x n I I 19.57 4 POST INDICATOR VALVE I 1 19.5.C-13 �+ SOLIDS � 19.4 7 HANDLING 194x x , I BUILDING I 19.50 III I x FFE 23.50 I o k "'-19.5020.40 I ` 24.06 1 ft TEMPORARY EXCAVATION SUPPORT LIMITS, `\ x K 1 0 -- REFER TO SECTION 31500 FOR REQUIREMENTS x 0.6 -c INV: 14.00 F� ^ ---- pu 20.00 N -� - - - - ----------------� r� BC 19.50 19.55 -� SEDIMENT FOREBAY 7 et 70.0 x N -------------- 2D-20.5Z7 CHECK DAM D 1 1 ^ -' HEADWORKS �BUILLDINGDING 19.37 DISINFECTION 17 =18 ! 19 % to N N .r 19 BUILDING TC 19.75 J {' : FFE: 24-56 1 L FFE 19.17 BC 19. 5 �� / Ar ; I o \-2D.40 LEACHING CATCH BASIN ,10 i i9.0 19.06 ,� 24,0 TC 21.49 RL INV. 15.97 2 DEEP SUMP ` _ = BC 20.99 I I I x 19.06 1 I C-13 CATCH BASIN x f o 4 x TEMPORARY EXCAVATION SUPPORT LIMITS, REFER 20.94 I I I Q 11 DRAIN MANHOLE RIM: 18.62 TO SECTION 31500 FOR REQUIREMENTS 21 f C-1 1 INV IN: 15.62 I I III RIM: 20.99 �`. 19.0 INV OUT: 15.42 `• 1.23 TC 2 0.9 5 I INV IN (E): 16.75 Z, 21.1 p, BC 20.45 INV IN (W): 17.42 _AN, 19.4 19.4 i Q) 21.2 1 .. I INV OUT: 16.61 x ., ` 6' 19 20.45 1 �1 _ ,a \ �� �............... 20.3 I I C-13 DEEP SUMP CATCH BASIN VEHICLE STORAGE +� �', l BUILDING PROCESS GALLERY - FFE 22.97 RIM: 19.85 FFE 22.00FLARED END i ' 19 INV OUT: 16.85 f STONE FOR PIPE END 1 - _ - INV: 15.00 C-13 1 I 19.40 12 HDPE I I 4 POST INDICATOR VALVE x r 9 _ r i 9.40 FFE: 22,97 1 _--------- " PAC_ .r-�--- 18.88 PROCESS 19.40 8" DIA AREA DRAIN h �0'4 i' SEDIMENT FOREBAY 7 BUILDING I R RIM: 21.16 0.39 CHECK DAM E C-1 I I ROOF LEADER INV OUT: 18.66 21.23�- y I i I. I 20.53 / r FFE: 19.50 INV: 16.85 FOR CONTINUATION, SEE ' :';Y<<ii; l 2092 .� 19.4 PLUMBING DRAWINGS N p I STONE FOR PIPE END r,`� 18.95 1 20.33 TC 2 0.9 5 a� INV: 16.55 C-1 .x I 19.07-\ --, 19.3 1 21.1 BC 20.1 5 . 19.35 X DENITRIFICATION 20.6 I I 12" DIA DEEP SUMP AREA DRAIN 3 `-� I 6 DI �19.40 FILTERS 2D.1fi I I INFILTRATION BASIN N0. 3 RIM: 16.50 1 r i 9.35 INV OUT: 14.36 C-1 / .'� I `f 19.35 SEQUENCING BATCH REACTORS {SEE NOTES 1 AND 2} 1 �20.10 I I BOTTOM EL. 17.00 19.35y 1 POST-S8R r 10 / : % ' 19.32 19.32 ___------ a EQUALIZATION LEACHING CATCH. BASIN C-1 1 '�� '/ ' b 19.3 J % TANK I I 7 I �� ; ��, J '-20.50/ 20.10 I I FLARED END ' - - - - --3 `l_- J i 20.1 I I C-13 STONE FOR PIPE END INV OUT: 15.00 % 19.45 0 I I f • . °'-� 18 919 02 1 18 96 I'. r MATCH LINE \, 1 �_ DEEP SUMP "� r CATCH BASIN 2 ��� E RIM: 16.90 _�C-13 --:... � INV OUT: 14.10 O UV i 1 � '�- 16.4 FLARED END -7 -� STONE FOR PIPE END INV: 14.00 C-13 r w I &t LEACHING CATCH BASINlk , EMERGENCY SPILLWAY 8.478.72 17 - - 19=- - 8.90 i8.78 18.78-18.96 2D 53_2018.41 --18.96.-----------emJs 18 1Ak 890 \ >18.72 P8.9-17 18 19 ��-------- 2D_20-------- -" O/ �Gj BC 19.3 17 GENERATOR TC 19.8318.80 7 - I f 17 - _ TC 19.30 I C-1 CHDECK IMENT DAMOEBAY 19' 1 7 00 FLARED END 7 T0S 19.50 x • • STONE FOR PIPE END POST or INV: 14.85 C-13 INDICATOR 4 , fl .r-• •2- --- = -_~--~ C-13 l DEEP SUMP -�, SEDIMENT 7 - - C-13 CATCH BASIN ` •'� % VALVE 2" HDPE - FOREBAY C-1 ' ---__ ____ _ RIM: 18.52 ___------ '- CHECK DAM B - r-y__ INV OUT: 15.12 -- ------ ---__------------------------- _------ ------ ---- --- - -------- OF __ - - -- -- -- - --------------- FLARED--- - --- END �-_----------------------------------------------- _.. '----------- ��__-----------�---------�9 y STONE FOR PIPE END C-1 0 WETLAND BUFFER rt __ INV 14.00---�-J _ _-� .�-f� 1O s ATTHEw � PITT ----- --- - --- -1 -� i ��CIVIL m SEDIMENT FOREBAY'�-__ �- -~ l__ �-- l-�_ No.5oia8 :w CHECK DAM Al 1 y x 5T �� EL. 16.00 C --1 '� .�- . -fin--- / �- j I 1 = 40 ►QNAL _Sr I I i - -� _ _ Matt Pitta -� 0 40 20 2023.11.03 10:10:43-04'00' DESIGNED BY: S. FUSCO DRAWN BY: S. FUSCO SHEET CHK'p BY: G. HOWARD CROSS CHK'D BY: W. McCONNELL APPROVED BY: M. PITTA DATE: NOVEMBER 2023 CDM Smith 3 ❑avol Square, Building A, Suite A-425 Providence, RI 02903 Tel: (401) 751-5360 TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AN❑ WATER RESOURCE RECOVERY FACILITIES CONTRACT NO. 1 WATER RESOURCE RECOVERY FACILITY PROJECT N O . CWS R F 8349 GRADING AND DRAINAGE PLAN PROJECT NO. 1125-274281 FILE NAME: C008GDPL.DWG SHEET NO. C_$ SHEET 18 OF 380 REMARKS WET ----------__ _----------------------------------r-� �N- - _ _ -- -� __ _ i 100' D BUFFER , -------------- -- -'-_ ------7---------------- --==----------- ��.r-i '�-------- -•- -- - -------- •- r--------- o--------�p ------ <` - �/----------- 1/1 -------------------- -- ^ - ____ •� .s% - _ ------------------ =---------------- 19l j 16�15 x i-19-18-11 31 3:1 -18-17 I \ -20 -19- -----20.5---------------------------- 20.5-20- ---- 1------- x ---------- 20.5-----� - - _ --20.5---- -- \\\ `�'� - / Jr--20� \ 20.53-------=19-20- \ / 2:1 �17-18=19= \ 17-18- 2.1 as \ �20.53 20.53 % I I I I I \ x o3:1I 2:1 N � I � 1 \ I % i I 20.53 i fl 20.53 44 i 1 20.53 ` INFILTRATION BASIN NO. 1 INFILTRATION BASIN NO. 2 2:1 BOTTOM EL. 17.00 x 2:1 I 2:1 I 13:1 w Cn I �\ BOTTOM EL. 17.00 1 I \ _ = D ~ m o �19.50 l m I � I 1 w 1 CL LLJ Ci Q 1 I I li I I �. I x I I, i t ^.• 0 20.40 24.a6 i -A J - 20.60 �_ 2:1 h 11 z _ L-------^-------------�20.53--------- -------- 2:1- �20.53 -- - - - - - - -- - - - - % - - - - I `---- Cn��--------------- 20_20.5�\ ��------------20_20.5 --� _ 2.1=17=18=19. 17=77 18=19= 12:1 m / ILo f Q I k�20.401 0 24.0 TC 21.49 I I I I J Li BC 20.99 Q 20.94 14 I I , � z1 I N % 1 � • � Q I Ilil ;' P I TC 20.95 I 0') 1. 21.101 BC I y20.4 � 20.45 20.39 LL x OHDP 1 I x x I I x i I I, ; 20 45' I I INFILTRATION BASIN N0. 3 INFILTRATION BASIN NO. 4 I I \ \ r r I I BOTTOM EL. 17.00 20.53 1 ' I I 20.53 BOTTOM EL. 17.00 1 f \\ \ o wtit 20.39 I I 20.53 % oI 20.92 I 2:1 ° N a I 'Ij \ ' ' *,'-_-- / % N, Li0.33 o I TC 20.95 I w BC 20.45 2:1 � 2:1 2:1 2:1 3:1 \\ i r - - Of w 1 I x I I _ \----_ i -- o 20.6 i = B 20.16 Li Q x �20.10 I I % = X x 0 i 1 I�; a o Q z 50/ 0.10 I I I I 20.1 i i q I I II i I w(D 01� F-k LLJ 5 \\ I I I I rCL 19.39 / co I o I a \ =18 =17 2:1 - - _ / X/ 20.53 o w - \ \\ \\ n .17 // I \--20.5=20=19----- 2053------20.5= 2:1 19=18---------� 1i \ _ x 20.53 - - = 20, 20.5 - 3:1 // \ m 6 18 -19 - 3:1 1 8 - . . 1 1 / 0 17 -- E L o 0 Q x ap x • 1 x / / % O 0 O I x V QL L-1 Cy) N w N� 1 R x�t .,_ N i O--------- _ __ (Ls 00 / - 100' WETLAND BUFFER ---_ O 1p o ~��co \ __-__1- 5��____________^X____________________-__-____ _ -- X �p 1L- - --- `` 1 __ N------------------------------------------- _--_-- - - ---� O O N W Q------I-'' . . . . . . . --- / LLJ LLJ Cn d = 0 CCD U Z Q J In Q w DESIGNED BY: S. FUSCO N D DRAWN BY: S. FUSCO CDM_ I TC Smith g o o SHEET CHK'D BY: W. McCONNERD L o CROSS CHK'D BY: Square, 2ing A, Suite A-425 APPROVED BY:M. PITTA Providence, RI 0903 w j N Cn REV. DATE DRWN CHKD REMARKS DATE: NOVEMBER 2023 Tel: (401) 751-5360 W a w N0. X J U OO TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES CONTRACT NO. 1 WATER RESOURCE RECOVERY FACILITY PROJECT NO. CWSRF 8349 1 ' I1 . I I I ♦I 1 % 1 ------------------- 1 ' I i « x , 4�r1 OF a�qs C MATTHEW PITfA z c0] CIVIL �. No. 50148 ^1STIa���e� 1 " = 40' /oNALE � Matt Pitta 20 0 40 202311.0310:10:54-04'00' PROJECT NO. 1125-274281 FILE NAME: C009GDPL.DWG GRADING AND DRAINAGE PLAN 11 SHEET N0. C-9 SHEET 19 OF 380 ' ' r\-_-----------------_ � `\\ // I I � I I -`..' ` ��% \ ` ` vg rt \ � •• `-- ------------+-_._._r--.--a-----ALT-r--L---�,-_�_\ - -------�--- ' �= ---- . -. - , , . . . . , . . . . . . .-T_ _ _ ------------------------- s---------- =N� s \/'-- GAS TO BE INSTALLED BY -£L�\ --/ /( `�_,- ) i ------ ------------------------------- - �►.�- • .-------- --- OTHERS. SEE NOTE 4. 1 \ /---�_� . . . . . .---------------------------------------------------------- -----=----------------------p------------------------ --- --------------------'------ ----- �\ \ _�''------------------- --- ---------------------------- - ----- "I! -- �� �\� 1 \ � �' ,. -------------------------------------t� - - --------------------------- -------------------------------------------------------- ------ - - - - - - - _ - l -\ `Z\� / -- N n � +S SANITARY FORCE MAIN TO BE \\\\``.\`\\ JAL\ -,INSTALLED BY OTHERS \ ► ---- _ `\� \ \ / 1 1�\ -\ �*7;re • r „�, .7 -.+• �-y„,.r,•nrr:+.^' ,-,T,.r. t} ' ,v✓, m X % x \\ `'\ ry,,. ;,•`�.',^''y`i`h• i'Z, r q, `\�,.,.,;n ,: % Y rl 1 Ib`vt LIMIT OF FORCE MAIN \ \\ \\ c�N , \ \ �,;•,'; " 1 / INSTALLED UNDER THIS CONTRACT \ \ \ \\\ \, / a 0 x z ►► "N=2705287.25���;_ --- ' �\ �\ �` `� _E=1004345.58 __,,. •. \\If , =R i l�\\ lii/l ooi► x \ ;';,,;, M IN, •�e Ir� --__ / � ` _-/ 300 U' of x x I ,:rf'+n• x I 1 \ o \ 1 . '.----�� \ I IV% 1 % I ox ---r, 1 / \ x....., ---------------- x / 1 �' i ` 1 1 1 •` •/' 1`�J - / 1 ,I SEPTAGE = I I,, I, \\ \ 1 n N I {1 RECEIVING \ rnx... W / / m i x _ (FUTURE) ► ``\ _ x ► --- -- - I e X \\ z d ,w I ) 1 , I � w \ \ ` t. \ / '' :l •, °� '$� m ""� x / I / /I 1 I I 0 r„ --- 0 I I I w '� \ / R R / �� (n / j l /� /w I R U \\ J �i / 1IE __/ = I iil ENLARGED YARD PIPING I i X i `\ v W Il I I -9!\ `�� \. '^ 9,/ / I , / /' ;- H t , jtX / liLUi// w \l\ � I \ 9 r-\ I ►e'°z-ru a' / ' I I ! EXl TING » 1 I 'aam No / / / z � z � ,�` w%'� I 'K''�, / i i � \----------- ------------------ 111 1 1 S" \ \ \ C ` / / / „ ' I I / x I o • • • • _----�------------------------ 1 r x \ / 8 COUPLING ��' '� + - U I x x I r+ N I 1 11 ,'r• 8" DI PIPE xf " „ �_% ® ".. a � �pQ „ G \ 2 / I 1 ELECTRICAL MANHOLE � 8 X6 TEE , � N� pQ � ► - `^' ' 8» DI PIPE --'-/ // �t���A ��F �� �� \�1'� 4' I ODOR n (TYP.) 8' COUPLING '\ `L 1, CONTROL I ,---------- z z -\\ x If I ELECTRICAL DUCTBANKIF 1 x f `\ 6 WG \ T� j i -•t- -at- f-- I I o \ \ o ro i r d 1 x I' 4 "w,r z / x / , --_-'i-------- \ \ X ; r m „ 1 n Cat 00 `I x � o ,. I _-''�' / r�\\--� \ \ `\ \ I STORAGE ' x % = lag TANKS ► R ��"- 1:� ',ti'; '; w I ii \\ \I\1i --------- a o NLARGED YARD YYPi; I?P.w� ING IIEN \\wa , \ \ \ • \ \ • /' i / ► I 1 / / i i i % SOLIDS ';. O I ` 1 // III 1 NOTES: I 1 f / / i/ i��/1 I I 1 I HANDLING z / ( x �, DEMOLITION WITHIN THESE , / BUILDING d \\ x Q 1. DENITRIFICATION FILTERS AND SANITARY PUMP STATION NO. 2 ARE I i l / \ \ /J! lea / /� LIMITS, OIL -GRIT SEPARATOR, + % x® I x l I \ I. I YW� J'IEI11''ry ,•.__�_._....,,,r,;�,, l , / / \ \ \ I 6 PVC INCLUDING CONNECTION INCLUDED AS ADD ALT. NO. 1. SEE STRUCTURAL, MECHANICAL, AND n I j \ \ \ \\\,,,rC��y % , I;N ��"'r;,;n,;'ti„ e'..J,,,,:4:..:�./m.r;#• , a'' 2 Q wr,,� r,(,,,•h:.,;r.,''''.�I,;,�,r;. w PLUMBING DRAWINGS. SPECIFIC LIMITS OF PIPING ASSOCIATED WITH ADD i - TO PROPOSED 6" SANITARY FE METER STRUCTURE a I I I I I k''r �,� ',,ri,^: e+ Y11Af. N0. 1 CAN BE SEEN ON YARD PIPING AND PLUMBING DRAWINGS. SEWER LINE, AND 2 GAS I I 4, I V i;h, :, „r.l- ALT. / _ \\ \ x .e \ y;r5,y,, ?(y ±yM u• �4 7:; p „; / 1 / - DI X PVC COUPLING POST x J / w TION BUILDING IS TO BE INCLUDED AS PART OF �`/ INCLUDING CONNECTION TO ^..,.h,M(. "':>'^ `"",; ',:r.:;,;,;, ,•;. ^f,5^',Y;;:I,:„ .;'y;p, hgrv'myL'aJ;; )Nfr".' W "'•'7!+YtF •1°;^}'F'i4':'r NOTE THAT DENITRIFICATION / / \ /• 3 / / j \, AS LINE x HEADWORKS I I I I I `lbrt i'iY!7, �r 411'e.L l'• !•r '1'e, q. dr".u+ f S d nWif.Ytry l','4a' 'gbt;'"•: 2.'v'r ...: • . ry:, J;. b. ef. �"� BASE BID. / / PROPOSED 2-1/2" G d / �' `� D EQUALIZATION 0 2. SEE , / �% xW INV. 15.59 _ TO BE INCLUDED AS PART OF a 0 2. VEHICLE STORAGE BUILDING IS INCLUDED AS ADD. ALT. NO. _ z---------- - ---- --/ - - , „--, SPECIFIC � � / ' ADD_ ALT ITEM N0. 2 � � � I (FUTURE) I � I X I I r� w AND PLUMBING DRAWINGS.- - - SEQUENCING BATCH UV ----------------- STRUCTURAL, ARCHITECTURAL HVAC/ OIL -GRIT SEPARATOR -- - � 1 � STRUC/ V :.1Yi ��: w'' Y1� ,, (yl•'i'• 1 , ' ^..IV �I';:� 1 M1. A; wY 1'YI Yi, r.r•Ir. 1'h �yl',t!f', .'1!' 'M1 .4 ? r. r J - . 2 ARE AS / - „ ASSOCIATED WITH ADD. ALT. N0. f� o LIMITS OF BURIED PIPINGi REACTORS / - I / HEADWORKS \ 6 S DI * � � DISINFECTION •'' �@ \ 5, v,;Yr^, .a.,,''."ay,A,,r+I!.`gr�..i',,h/y...rar,,;+.•a,,`•rv,#^rt�w;,,,yn,fl;g�al,��p.�4rr..�"je'•.'e:'•'rY.el.}f!°':i�� = SHOWN ON THIS DRAWING. / // / �% I / l - �`. ``\ I fl I I� I " � / / / i I ► I► � o, BUILDING I I � (FUTURE) BUILDING /INV. 16.09 FUTURE z / / ti , , / n \ I I \\� to a LJ / / / X I w ► \ !'• ,Ct"`4. ..,r J l ,4,r:.,4!.:: ',M1�.m nn:illru - WHERE YARD PIPING IS SHOWN AS HDPE IT MUST BE TRANSITIONED VIA / 1 / \ � I ► ` \ _ x � � \ ,� � %� I � `'''"�� 'r �fi, .,,:;;�µ'''°;'`•° 3. / Pv / �I � ,/ - \ \ \ \ \ I x x ' .:, •:.�,V,''k; �I :�":;�'�T�win1' nt f, o ADAPTER TO DUCTILE IRON APPROXIMATELY 5' OUTSIDE OF STRUCTURE. ; a / i / R / i I x ``\ i \ `\ \\ \ J / r t"• s,y;Y•" ao'6 I ,01, n ,�.,'ar,•✓•, �;•";.;„Y.."�ni �� N'r j C,•"Ifi4 j!Mp Ld 4. THE GAS COMPANY SHALL BE RESPONSIBLE FOR INSTALLING THE BURIED f I ►\ `___// - _ a �` \ ��` \ \\ I x I \ \ -I I I ,,. ,!I w PIPING IN THE TRENCH PREPARED BY THE GENERAL CONTRACTOR. THE .••••'( � \ �/ � \\� \ N \ \ I \\ � ; ..I+ GAS COMPANY SHALL INSTALL THE PIPING FROM THE STREET TO THE HEADWORKS BUILDING, PROCESS BUILDING, AND (IF ADD ALT NO. 2 IS INCLUDED) VEHICLE STORAGE BUILDING. THE GAS COMPANY SHALL\\\\ O INSTALL A SHUT-OFF VALVE, GAS METER, STRAINER AND PRESSURE j \ \ �\ z REDUCING VALVE ADJACENT TO THE BUILDINGS WHERE SHOWN ON THE \\ `\\ \\ i \ x ► I s;.+"< LIJ � PLANS. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR � VEHICLE �•� `'"�\ \ Q INSTALLING ALL OF THE GAS PIPING AND APPURTENANCES DOWNSTREAM OF THE GAS PRESSURE REDUCING VALVE TO ALL OF THE GAS FIRED / �� STORAGE Q EQUIPMENT IN THE BUILDINGS IN ACCORDANCE WITH CODE AND AS ) % /, `\�\� BUILDING® m \ , \ SANITARY PUMP �� n ;a PROCESS GALLERY -- I / = SHOWN ON THE PLUMBING PLANS AND GAS PIPING DIAGRAMS. GENERAL / \\ �;,� `\ �'' R 1 STATION N0. 1 • ° UTILITY P NSIBLE FOR BACKFILLING COMPACTION AND FINAL % \ / \` c x x?` , CONTRACTOR RES 0 ry \\\ �/ \ \ r TRANSFORMER _ N SURFACING. COORDINATE ALL WORK RELATED TO GAS PIPING WITH THE /RX / x / \\\ �> _z___- ___- DENITRIFICATION s - --- --------------------- --------i---------- --- - - II I i. i, ENGINEER. _ 7 J BUILDING _ r ^'!�;'' o / SUPPORT AND PROTECT 4" DI VENT Ste% Q SHOWN FOR COORDINATION 5. BURIED ELECTRICAL INFRASTRUCTURE EXISTING ELECTRICAL CONDUIT c o PURPOSES. SEE ELECTRICAL DRAWINGS. / � �� 1 PROCESS BUILDING I , I 1 � 1 ' •_ / ' i k � ,, � G w X I III I I I.►' // \ I �/ ®\ / nL`16 I IIi iI I Ii 'I I +� / / / ` \1 �.�.a.• ,/�'( x � / / " o -�' POST INDICATOR \ I 1x II 3 VALVE 6GV SANITARY PUMP SEQUENCING BATCH STATION NO. 2 4M I o 1 1 i I ; i' / x $- �,J i\ / / I NV. 113.18 --- -----;-T REACTORS o w w / R ) i / i r I ~ N / DENITRIFICATION 3 , , , 1 , , x / I I I I / %- / / ► , I 4 �, FILTERS , •'vX; w x // f/ ► / I I 11 U W •� , I I 1 I \1 ° I \�_ Q / // % ► ► N I cny 2 SW-CU / 1 ----', + �� * / / / N 2" GV ,> 2 GV POST-SBRx I Yrf j �_ 6 SW-HDPE EQUALIZATION / z Q CONNECT NEW 6" S-PVC TO EXISTING 6" PVC AT INV 16.2 I ©/ r / / / / \ 2" GAS , ., / / oK / / / / / d TANK = CAP EXISTING SERVICE DOWNSTREAM OF NEW CONNECTION �, / ► /l '� j �' Ito A L`' / i 1 I 'I / / / ov' ' J I / / / J / , /;,e 6 GV FIRE HYDRANT Q I , / / / / { „�/,t� \ / / / / /� j IIIIIII. IIIIIII. IIIIIII. IIIIII. IIIIIII. IIIIIII. IIIIIII. IIIIIII. IIIIIII. IIIII M IIIIIII. IIIIIII. IIIII M IIIIIII. IIIIIII. IIIIIII. .. IIIIIII. , ..III I / I i '. X / ; "pP�O% 7% n,`CO -- / // ASSEMBLY I // 1 'CA & iliac- ; X / C / w, z '--------/ I ► 1 / / �� O \ % _ _ \\0 / f f / "� ,/ q YH _ YH \ / • �'. LZ w _-- -' I ; ; I 1 / /" �// \¢\\ / •>n � / i% \ y� p \------------- - 3' PW-HDPE YH ;;',w;,v.;;,• R ' �/ /� _ "'' _PVC CO I / 6 SW HDPE Q� 1+'~i '1•�•r �"1,�'•'''t il'�!I: j}+':'!"R-ASl;;!}\i uw+w1 ^Y.^,,.j'✓,i h,^II^R'Kv}, �r,. ..' ��� '� I � � 1, / \\ \ 9L R / 1 «R. •, �,+,.;..,,ua,„,, ,bfq•Yu;: x x JA r.y "e .+,,,y�',,+,,,57;a ti1,a; ,,.. \,�';1; .`d;,• r.'.,, ? , bfn I +; r'aru'+;y � w ___- _-�o-�``�\ \ � 1 6' INF-HDPE \ ' \\ I I I , {� I / / x \ \ \ \/ x , / / \© / ©� i \ i"tL:a,.... r:,. ,,i'S,Li.',. ,. :,.' 1, +:;''1 ;,,o-.v;. ,.. :a;.• L. J -'^�_,,,\ \ / I `--�/� / ��® \ \ L` °4 _ / og '� j `� /� �ti G ------------------ j---------------- - ------------- ------ - ------------------- --� -- -----^------- �__�--------------------FIRE HYDRANT ---------------- W c� _ a' o----------- -FZ�\\ `~\�,,, ---// I� (1 1 \ /� �_ _, f.. ,) ~ - '_ X '/ I ,. ��� ASSEMBLY z } o w _--- __ ��,� ~�,,,\`` ' \ --_--`s_�' ( c A -- --� �.- GENERATOR d FOR CONTINUATION _______ O O x w SEE C YP 2 I U) 1 / --- w • / • • n • • • • • • • I , E w \\�\ \ `\ / /-------1---- = �/ \` x CONNECT 6' FE-HDPE `\ \ \ •\\ / // / m I ' / QF- • z • _ _-- -_' . � x \ • TO EXISTING 6' FM x % 16 INF-HDPE x 4 --•-------------\`\ _ _mot - w 5287.25'-�_------= ' \ �\ •% / ' X \`_ ----- �F' `�\__ � -------------= o x _ = ; --- - aoo z 4345.58 M,g,-y�'' \ \\ \ l� I �---- ---- \�' ---- --_-- -------------------------------------------------------------------------�--------- -------- E c� \ �� �l �' - ~ " --''��----------------------------------------- /�--------------------------------------------------------------% nw \ I _ __ _ s_.- _✓_------- ------------ -It . N :. ------------------- =-------------------- O \ i _- ;i6 ► % 1 I w W-------------------------------------- ;: ---------- --- -- a-------------------------------------------------------------------------------------- •------------------------- -------- ----------- ---- 00 I O I 1 / _ _ z--------------------------------------- _ __-- _ _ �-_------------ -•� --------------------------------------------------- CONTRACTOR TO DIG TEST PIT c� o \ f I ,--------------------------------_�----------------_ _..-�'------- ----_' ___,_:--------- _ _ _ _ ------ TO DETERMINE DEPTH AND •\ _------- _ --r r _ / O N7 x I r.' I R 1 Iw I u, --'tom. - , - --- __------------[t-- --------•---------------- Q ` i x 97 _ '-.==-.', - _ LOCATION OF EXISTING 6 FM -°'-- `\ \ l w 0Cd4 z \\ --�_� h- / ............... jf / \ I�g x N i w - - -- ------ -- ------ x d 1 \ o 1 / _ _.__-_�w-- /- / / / -tom \ \� I \\ `-- /� i \ -� U. N 1 t MATTHEW I3. tJ+ CIVIL j (n Ld O 1 "\ a /. \\\ I nronrls ewne / / I -` \ z I \ \\ I / a �\ \\ I / x ' 1 //� ; \\ \`\ z \ / \ \ ivQ. 50148 N W 0 aces Mo / ' Q .�-- \ \ \ , 1 f / r./ \ . I \ \ / U Ui \ ` ' % / I I� / I i \ -/ `� \ *� ►j z h '/�' / -----\ `\ �------------ ���15TIaP��O 1 40 o `_' - �\ ,,,� w r I \ \1 \ ��� 1 • \\\ t\ x 2 0 4 Matt Pitta � Q O + �\ 1 1 \ \ / ® ®�.r j ` ni-i \ x 1 \ �\ S \ t I c> oz c, J `r 1 // N; �' \: \ .. x \ \ \\ �\ ,\\ s ; 1 I,< \ --- 2023.11.03 10:12:15-0400 V) o i w DESIGNED BY: S. FUSCO TOWN OF YARMOUTH, MASSACHUSETTS PROJECT N0. 1 125-274281 I � _ DRAWN BY: S. FUSCO/A. WELDON CDIM_ WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES FILE NAME: CYPPL001.DWG :2 :24) o G. HOWARD Smith SHEET N0. SHEET CHK'D BY: CONTRACT NO. 1 YARD PIPING PLAN �� W. McCONNELL WATER RESOURCE RECOVERY FACILITY C-YP-1 ,_, ;n o O CROSS CHK'D BY: c� w APPROVED BY: M. PITTA Prov denceU RI 02903ing A, Suite A-425 0 DATE DRWN CHKD REMARKS w N0. Tel: (401) 751-5360 x w ci O� DATE: NOVEMBER 2023 PROJECT NO. CWSRF 8349 SHEET 27 OF 380 co 0 U w O z 0 Q N 0 _ D Q z w W D 0 _ 0 w O w W 0 z Q o- 0 w 0' Q w m 0 w J O z 0 w Cn D m 1� T O 2, 0 z W m a 0 Z Q _ CO 0 0 0 W 3 w N W O w CL CL U � 0 Q � z Q w U bi 0 0 U LI..I �. Q m N � O O 0 z a� LZ w 0 U > a� m o co W L d J Q C z .a' O rn N C1 � W w o- 0 o- m � m 4 m Z3 0 0 w L 0 u 0 J ----------------------- -------------------------------- SEE ODOR CONTROL Ime CLEANOUT (TYP) it SHEETS FOR DETAIL INV EL. 16.00 I , I i I 4' DIA MH o 0 0 0 0 4' DIA MH R=19.57 X R=19.92 °p INV. (IN)=14.10 INV. (IN)=15.50 X INV. (0UT) =14.00 °p INV. (0UT) =15.40 ODOR ® • 2 S-PVC CONTROL � ELECTRICAL MANHOLE 101 (TYP OF 3) Lh u (TYP.) I�t lyl COO I I 2" SW/PW-CU HYDRANT ASSEMBLY (TYP) 6" S-PVC 6„ PV ,------------ _ ---- -• III ---------------6„ WAS -DI SEE � ODOR CONTROL ' SHEETS FOR DETAIL L E 1 50 / W I WAS p STORAGE X TANKS O / I 2" SW/PW-CU °p CL EL. 15.17 6" LPA-SS304 SLOPE N 6" PV 2% TO SH BUILDING I x YH ABOVE GRADE PIPING w (TYP OF 2) \ 0 I I C \ 6" WAS -DI '----- CL EL. 15.17 I 4' DIA MH � SLUDGE LOADOUT °p R=19.02 j •• N INV. (A)=13.00 I INV.(B)=13.00 SOLIDS I INV.(C)=12.67 HANDLING 3 4" SW-CU / BUILDING " II 1. 1 II I i Q 4" SW/PW-HDPE • 10 GBF-DI INV.=14.67 3" SW/PW-HDPE 4" S-PVC INV.=1 6.00 • I I I/ � 4" PW-HDPE I X 10" S-PVC ,4 I POST HEADWORKS 2-1/2" G EQUALIZATION 0 I (FUTURE) SEE ODOR CONTROL 4 SW-HDPE I SHEETS FOR DETAIL 2" SW-CU j o 2-1/2" HWS/HWR 16" PV (TYP 'OF 2) N °p 7- CL EL. 13.15 \ HEADWORKS ABOVE GRADE PIPING �\ BUILDING (SEE MECH DWGS) 14" 1 /8 VERTICAL BEND (TYP OF 2) 16" INF-DI w o 0 I I 14" INF-DI w _ I I C COUPLING AS REQUIRED U' - N O CD \\ \ 00 \ \ x \ \ ` • •• \ . I \\\ \ X \ s6, , I s I 10" S-PVC \ 4 DIA MH -------- SANITARY PUMP ------ ------------ -------- ----------------`-'}------- \ x \ R=1 9.0 INV.411.8 STATION NO. 1 PANEL ---,I I \ (,-,) CONTROL INV.(B)=1 1 3 INV. (C)=12.0 3 SANITARY PUMP STATION N0. 1 . (SEE MECH DWGS) CL EL. 12.50 ,' CL EL. 13.03 ❑ CL EL. 14.00 ONLY INCLUDED IF • • ,' UTILITY TRANSFORMER °p `r\���� ' ADD ALT. NO. 1 IS N 'A PR NOT SELECTED. ` 'LiJCESS BUILDING ' ----------------------------------",7----------------------------------------------- - --- I CL EL. 12.50 INV. =12.90 Az_ I I I I I m 0 z o E 0 N „ 0 0 O 0 0 04 o t z __ O r7 N N oU w N � z 0 W N � W :�i O\E >D >=cn wo N w0 U (D � E p w ^ U C1 Ld Ld d O 0 5-Qw NI C [-- D U) 0 :2 cn cnO a L �O J) o � N w N0. DATE DRWN CHKD X J U OO 0_ CL EL. 11.85 6" GV x INV.= 11.60 CL EL. 16.60 x 24"x18" REDUCER (TYP OF 2) FE METER STRUCTURE (SEE MECH DWGS) X CL EL. 16.60 UV DO DISINFECTION YH BUILDING C EMERGENCY EYEWASH/ SHOWER (SEE PLMG DWGS) /1 MAGNESIUM HYDROXIDE OFFLOAD (TYP OF 2) DENITRIFICATION BUILDING SUPPLEMENTAL CARBON OFFLOAD x SANITARY PUMP 4" S-PVC STATION NO. 2 INV.= 17.80 CONTROL PANEL 6" S-HDPE(FM) CL EL. 15.75 18" SBRE-DI CL EL. 16.50 18" SBRE-DI (SEE MECH. DWGS) POST-SBR x EQUALIZATION TANK x ENLARGED YARD PIPING I NOTES: 1. DENITRIFICATION FILTERS AND SANITARY PUMP STATION NO. 2 ARE INCLUDED AS AN ADD PLAN ALTERNATIVE BID ITEM (ADD ALT ITEM NO. 1). SEE STRU AND MECH DRAWINGS. 1 " = 20' 2. BURIED PIPING IN VICINITY OF SANITARY PUMP STATION NO. 2, INCLUDING 6" D-HDPE, 4" S-PVC, AND 6" S-HDPE(FM) TO BE INSTALLED WITH CAPS TO LIMITS SHOWN UNDER 10 0 20 BASE BID. COMPLETE CONNECTIONS TO SANITARY PUMP STATION NO. 2 IF ADD ALT NO. 1 IS SELECTED. 3. WHERE YARD PIPING IS SHOWN AS HDPE IT MUST BE TRANSITIONED VIA ADAPTER TO DUCTILE IRON APPROXIMATELY 5' OUTSIDE OF STRUCTURES. NOT SHOWN AT ALL LOCATIONS FOR CLARITY. DESIGNED BY: S. FUSCO CDM DRAWN BY: S. FUSCO/A. WELDON m SHEET CHK'D BY: G. HOWARD Smith CROSS CHK'D BY: W. McCONNELL M. PITTA 3 Davol Square, Building A, Suite A-425 APPROVED BY: Providence, RI 02903 REMARKS DATE: NOVEMBER 2023 Tel: (401) 751-5360 W ® L I O w 0 m co N N cm DENITRIFICATION FILTERS YH >� 'r 1 +T• I I I:. I I ; I it •. , 4 24" FE-DI - ------- --- - ----------------------- ' M�' ���'•' 1555-1 I 7K'••' I ! I •IAA I f I I I ^ 5 1 • + p,•I i - HYDRANT ASSEMBLY (TYP) I I I I I II ' , I I I ' I I SANITARY PUMP 1� STATION N0. 2 �.,;';,';; (SEE MECH DWGS) 6" GV CAP (TYP OF 3) SEE NOTE 2 I �` POST INDICATOR I I VALVE ' CL I El:. 16.50 ,•'4�. I I I I X •. ONLY INCLUDED IF ADD ALT. NO. 1 IS SELECTED. I I I I "'24" SBRE-DI (SEE MECH. DWGS) I I YH III I 5� 6" BW-HDPE I 14'•.'I INV.=18.60 I � t ' I �I ,. , Ix f, ENLARGED YARD PIPING II PLAN • i y Ii �JI I ,,•' I ,I; I p O it X \ XCL 1 '•p� 24 FE-DI Y.°�P�1• •'h�"l''O�:>' ,", ,w (TYP OF 4) 'r,.;.� !'�'lN;." '".ry, 0�'�,'��I>ti5�. ",Y "'6F :��Y�.� � M1��rS� •y �.i+Aly�.Iy.hyh•: ', 4�;` "�RIYN� i,�•:".f.,7 i5�1A '' r. l "•'`"• .i..4 �J�i h,t. :J �h v7.'ik;': W'"1, "/. f11, �.. h�f'N':`l'';++,.'ti:',N:'h AJ• 1•,w .. -I � I _____________________________ -_-___-___-__ - - - \I`{� �}�u,1�f11,4...,ld.-,hy,;y;*�.0 .n:�_..,�•,'.>�:. �a•' ., •:,. �, ,._. ,. .. :�ll 24" 1 /16 VERTICAL BEND (TYP OF 2) - I I 6" GV (TYP OF 2) Q I % I 1; 1V I�4 % i •f, X INV.=17.25 (TYP OF 4) X 00 X m x X INV.=17.35 (TYP OF 6) 24" FE-DI �< ^. ,I ,!'! W/ CAP INFILTRATION BASIN DISTRIBUTION STRUCTURE LSH % 1560 X / I< X i m 11� X �cO Q X zn va LIMIT OF FORCE MAIN X Nam``'- TO BE INSTALLED 300� UNDER THIS CONTRACT �- --------- ---- m- / 16" INF-HDPE _________ - ��------------------------ e�ro C X \ __!� y_______ _________----_______ ._____mac-�� -- Dlq-----__--- " X - - - ---------------------------------------------------------- - - , , yy .-____ -- --- -------- >_s--__�.� i _----- _ - i I---- -- , / / a/--- CONTRACTOR TO DIG TEST PIT r, SANITARY FORCE MAIN TO -- --�-- TO DETERMINE DEPTH AND BE INSTALLED BY OTHERS X LOCATION OF EXISTING 6" FM TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES CONTRACT NO. 1 WATER RESOURCE RECOVERY FACILITY PROJECT NO. CWSRF 8349 PLAN YARD PIPING PLAN II MATTHEW D. PITfA CIVIL No. 50148 MattKJVM'Pitta 2023.11.03 10:12:26-04'00' PROJECT NO. 1125-274281 FILE NAME: CYPPL002.DWG SHEET NO. C-YP-2 SHEET 28 OF 380