Loading...
HomeMy WebLinkAbout7 Virginia Street Site and Sewage Disposal System DesignYARMOUTH --- - .. ----- „� FLOW PROFILE. ,MA N N - • t OT TO SCALE 24' . Diann, Cavt from Frame and o • n 24 p METERCGNCRETECOVERS s i,' I< r I Ra _cd to Grade 24 DIAMETER CONCRETE O D. ER CO C .FTE COVERS F RAISED TO 1M IFINISH, HN6 F , r O u., B A r ,; , , LG a an LK 1 10 0 Equal I, ' q4 PVC VENT 8 11 2 rn r YE RA 5E0 O 6 OP FIN SH -�U F O I ,RAD , �, it : GRADE (ORAS NOTED). P F F _ TO O FOUNDATION `- - t CAP 8Y SWE_TAIR LOCUS - -, : GRADE ORAS NOTED EXISTING FOUNDATIONS. ( ) F / a + (5E_ NOTE #s) EL 20. I_ (SEE NOTE 05) 36 "MIN K� 5 { P " ._ _ � ProosedEl 19._A.THE EXISTING FOUNDATIONS AND TEIRTOP.OF FOUNDATION ELEVATION, PrO a_EL=.0 . E\0t Pro oa_ed E 18.0 (MIN) .0 0/ r' , SHONM ON THE PLAN VIEW, R_PRE5Ef,T AS -BUILT CONDITIONS, A E - I LOT #7 COMMON 5P G \ , -Float 1 1W r Cl.s,anaI.o be t Gd. _n n l n 5� '. Z 5o the cn be reached O from ma h Ie co«Gr, P GVG ere 36"M )Non Buildable Area_ I3.945 9F_ dI ? .6 ?ry Line 4- L Q , 5x 2 LATERO /8I I 2" NATIVE . /STONE 1 1 II I1 1 '-,II. . • -:_"'�9200 ,z28/_�^' . .,..,. ,..1:•�'-_..� ...: .. : •. : t-1, -\ � fJ- I , }- - . 1 4 P } -- G ;. . / /N `M .. ,; 3 !45" I I/'2" NATIVE S TONFP AN Thrust In kln9 T2� at .. -, _._ l9SC9 OICP Poud 7 Ib nn� etG 1 I5C 35 ,B�GGHoG SCALE I _20Igs,NOT T0.5CALE CAS BAFLC ?ee NOtUSE THREE 3 5HORE1PPECAST 500 GALLON LEACH HAM R5 iqest Run LEGENDAPPr xlmo LocatIonof Water 04+ W/ STONE AROUN PROPOSCD Extens� n To (SEE 5A5 OE7AII-D. _® EXISTING CONTOUR U' RVCNT I5C0 GALLON 86+(END VIEW)EL-5,00 ESTIMATED SEASONAL HIGH GROUNDWATER PROPOSED CONTOURU RLOT#5 SE IC TANK 6o GALLo11 LEACHING HAMER PER BSC PLANS DATED 12/2/14 Area= 5,4B3 SF*- EL G. Ii_QBSERV ED GROUNDWATER IN 75T PIT#I.1018/l x 'EXISTING 5PTGRADEP MP HA ER O6.x 7.83 x 3.0, 24x5 0 E) BX PROPOSED SPOT GRA D E I zoRAren H Dzo ,W WATER SERVICE LINE4 , _. .._..,- • :, ,: .. 1 ,. ". (SEE DETAIL) l M1, , `�OVE EA UTILITY PV x OVERHEAD UT LTY 5E. ICE 2 _ _ UNDERGROUND U LI TI TY SERVICE F TE..T HOLE I GL 4. .1 _ •- c ' GA5 SERVICE 1N .. �%. ... _ r... LEACHING C I_ _R rn ....... C.,:... DID LEACHING CCAMBER5INSIUE to X ai"C' CRUSHED STONE BED x i TOP CHAMBERS- 13.9t a ,..... G INV. . HAM_E 2.8t a P L a � r .STONE- O OF. TO JE 4.4t 5 14 I 0 1, + �-, , ,•, a7. -.. ._ 0 S "BTMHA 5E 14 \ C M R5 2 DEPTH FROM SURFACE.: (INCHE:i) 501L - - 501E HORIZON TU5DA) TUPff (L15DPj 501E COLOR -(MUN5E1-L MOTTLING L OTHER MOTTLING -12 A. 5ancy Loam I OYR3/2 NONE -:12-2 m IOY NONE 2 -120 'C ar -, an I YP,4/6 NONE. FERC A 5G` SYSTEM DESIGN CALCULATIONS: P TEST HOLE /BORING LOCATION SEWAGE DE51GN F 5T SEPTIC TANK Low itDR >�nA'I E I G @ 110 GPD - 330 GPD: DB DISTRIBUTION BOX SAS -.5OIL ABSORPTION SYSTEM LEACHING CAPACITY REQUIRED: - - 3-517[37=15 AX @1 1 G D = 330 GPDREQUIRED Reserve RESERVED VED FOR FUTURE : c Ep UTILITY POLE BTM 37oJF= l 0. + SEPTIC TANK CAPACITY REO G )C: 1�0a 660 GAL REQUIRED Ca 13.1 ® CATCH BASIN 2 , # s DMH 2 DMH 3 ti O i f ..• F = d-- - IM i 7 a O + r INVERT EL=.{ l . i N ER 3,0_ NOT REQUIRED � i � .OUTLET EL= 12:9± g <, c,B#Laaz RIM EL= -1.67±..: DEPTH FROM 5URFACE - (INCHES} SOIL 50 L HORIZON (TEXTURE (USDA) SOIL COLOR (N1UN5ELIj 501E OTHER MOTTLING - /A 5andy Loarn I OYF3/2 NONE 2 B. - I-0anny SandI QYF5ZG NONE 22-120 20 it and I D 4 6 NQNE SEPTIC TANKAPA TY PP C CI .OVIDED: b' FIRE HYDRANT AL IFh7Ehr7T7X77ITT'ri.Ll_OWED) - LEACHING CAPACITY PROVIDED: 0 WELL uA- (- j 7: ..=-. CHING CHAMBER CAN LEACH: ® DRAINAGE MANHOLE - Vt=[(3G.0 X'.7.83) + (36:0 X 2.0)2 + (7,83 X 2.0)2] X 0.74 GPD+517=338.3 GPD., ■ CONCRETE BOUND FOUND 38 GP0>330 GPD REQUIP D TOP OF BANK NOTE. A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DE51GN. f _ -•-" - .,-- , \ a -17 _ t �ax_ .. ,. .-.•-.. __ - - ,.._.. . . " . � .INST AL:L - ` _LIMIT O F WORK a. wvERT EL=13.3± 4 / -15JO GALLON SEPTIC TANK FENCEQ v DATE OFTESIINC: 10/8/I ONE () 3 UL7LE7 DISTRIBUTION BOX (H-20 Rated) : _ - �•^-'�^-"�' EDGE OF CLEARING P=RCOLATION PATE: LES THAN 2 MIN/INCHIN C' LAYERS.THREE (3) - 500 GALLON LEACH CHAMBERS (H_20 RATED)NITh STONE AROUND (SEE 5A5 DETAIL).A WITNESSED BY: K.FPAN J�HEALY, PLS; BSC CROUP ONE LB_R7Y LE4O 4110 LPPUMP WITH FLOATS AND ALARM PANEL A. VON ONE, AGENT,fARMOUTH HEALTH DEPAP7MFN7 : ,.GP.O(,NDNA7ER OB.o_P,VEp AT EL=6.1 NTF#I t EL=5.8 IN TP#2 ' USER LOADING RATE OF 74 GPD/SF FOP SIZING OF 501E ABSORPTION SYSTEM. .< ,: ,aro s„ .:,:. 9 :. ... �• NOTE. INFORMATION ABO /15 TAKEN FROM PLANS BY BSC GP OUP DATED 2112114, GENERAL NOTES:: -,.: ,F d ,,,:. ° • :.w SHALLOW DEPRESSION A.)NEIIHCRDRIVEWAY5N RP ARKING APEAALLOWEDS ARE OVER SEPTIC SYSTEM -� _,,:::_.,...,t •, t , ..;, ,,-,<.,«<.;.. ,• 1 O,x#,�a..:.<�y;<, ,;- . >O, • � - ;: .. -.. - __ _- _ d- \B 5TRIP TOP50L 5 18501 UN F 5 H_ 20 COMPONENTS ARE USED, INSTALLMIPAFI 140NFILTER PROP05EDVENT,, FABRIC C qN FILLW/pIP RqPTO 5A5 DETAIL: B. THE WILL NOT RESPONSIBLE - iBLE' FOR THE SYSTEM A5 DESIGNED UN, : ., a r LESS CONSTRUCTED AS 5110WN.. ANY N -":;-., •". -„ -.. ,,Y„ +._ ::...i '- � � _. - ELEVATIONS SHOWN CHANGES SHALL BE APPROVED IN WRITING ail �5 ,t^' : " _, ,. f, _ i ` } w , .,:. ri, ✓ o ks SCALE I - 10 r .:, c....-., _<, -,. .., : 2 L,) CO RACTOR SHALL B,- RESPONSIBLE FOR VERIFYING I ?�n.r- � .... „�,.. .. ;... r 1 .. .. THE LOCATION OF ALL i. LOT #4 I~tda , _. aP - / (� - ,.._.. J ..:--,. ,.... .. .. :.. 'UNDERGROUND AND OVERHEAD UTILTI f I ES PRIOR TO COMMENCEMENT OF WORK. t Area 13,302 5r-= �L,. .. , � .:.. _ ks /, f /. 10 1 L / , _ _.. �. CONSTRUCTION NOTES: 1.) ALL CONSTRUCTION -SHALL CONFORM TO THE .STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENT5 OF THE LOCAL BOARD OF HEALTH, 2.) SEPTIC TANK(9), GREASE TRAP(5), D051NG CHAMBER(5) AND DISTRIBUTION BOX E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH .HAS BEEN MECHANICALLY COMPACTED, OR ON A 61NCH CRUSHED STONE BASE. 3.) 5EPTIC TANK(5) SHALL MEET A5TM STANDARD C I 127-93 AND 5HALLHAVE AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO TME FLOW LINE SHALL BE -46", - 4,) 5CHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM Of 6 A13OVE THE FLOW LINE OF THE SEPTIC TANY� AND SHALL BE INSTALLED ON THE CENTER -INE or THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. -*;', " '. - ' i xz - i , -- 9 .Fk-c'' . --- -._ _ 8.) RAISE -COVERS OF THE 5EFTIC TANK AND DI5TRIBUTION BOX WITH PRECAST .' csp;b£ ,a„ \ 44 - , 36 CONCRETE WATERTIGHT RI5ER5 OVER INLET AND OUTLET TEES TO WITHIN " OF a CSF w �/ 4- 6 \\ I FINISH GRADE OR APPROVED BY -. ���n,�,a.t v. 10.0I EDB THE LOCAL BOARD OF HEALTH AGENT' DB ,. 6. PIPING SHA - " LL CONSIST OF 4. SCHEDULE40-PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF O7 N LESS THAN L%a, .- ,� 7.) DISTRIBUTION LINES FOR 501E A850RPT N T M. - ,. . • ,,, _ ., :-: H,.. �. \ w' vN O 5Y5 L (A5 REQUIRED) SMALL BE 0 VC " 4DIAMETER SCHEDULE 4 PLAID I \ AT 0.005 FT/FT. LINE SHALL BE CAPPED �,, \ ►\� �� 1 _1 l axe 1 eX7 \ •:;z A I __ n' .,i= G50 GALLO PRECAST PUMP CHAMBER H-20 AT END OR AS NOTED, 8.) OUTLET PIPES FROM DISTRIBUTION BGX SHALL REMAIN LEVEL FOR AT LEAST : I 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST 015TR18UTION PROPOSED .'\. V • / ,. NOT TO SCALE BOX TO A55URE EVEN DISTRIBUTION. ` AHP=19x2 •' PUMP CHAMBER FLOAT_ DETAIL - <.' •, ,,,•, ~ �p ( � � � � D ,:::- i I `j ; l I 9.) DISTRIBUTION BOX SHALL HAVE AMINIMUM SUMP QF 6"MEASURED BELOW _�- NOT TO SCALE THE OUTLET INVERT, �. • • : , ' - , - - F F _ 1 0.) BASE AGGREGATE FOP THE LEACHING FACILITY HAL 1 / LIFTING CHAIN PJC OR CRATER SLID_ " / r Inlet I-12 D r. CIL TY 5 L CONS STOP 3/4 TO \ ,. a Q. �• _ _�_ -- _"" � -' "`'` JJJ - RAIL SYSTEM -- I DOUBLE WASHED NATIVE STONE FREE OF.IRON, FINES AND DUST AND SHALL _ I! _ BE INSTALLED BELOW THE CROWN OF THE DI5TRI"ION LME TO THE BOTTOM OF THE - 501L ABSORPTION SYSTEM, BASE: AGGREGATE SHALL BE. COVERED WITH I� A 2 �.r� 4 �. `^ :_,.� ;�.-. --". � ,. i-Storaar Volume F. v � d- _ N �� �.� OJICK -. 1--t-Alo,rn LAYER OF I/8"TO I/2"DOUBL_WASHEDNATIVE STONE FREEOFIRON,FINESANDpUST. \ L©T #2 JBx2. a _ d - _ ..0 L. I7,i0 :DI Nv T l 18x2. Sc,O EC 1 (33.25 • 407 Gallons) 6 I LJ VENT 501E ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED.50 FEET; Area -8,472 6F± \ £ N COUPLING Pump On p % �`/j ns _ -Q - WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS PARKING AREAS -"� , A/ . F^ Cytla bourne 13.75-45.9 Ca1!onsl 52 ,� - -.3 TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED, Pump ON/OFF *z4 ,..,.t;,=a. , ,,:: � , • -- 6� - U N_O R_NE 12.) SOIL A850RPTIONBYST_M SHALL BE COVERED WITH A MINIMUM OF 9 OF 16^5Vm- F BOOT - - - p CLAN MEDIUM SAND (EXCLUDING TOP501Q. ., .,. 1 I I- ! 5.3_ 2" 9 P .. , .-�--Esottom of Tank 0 INLET PROPO EDCH 80 VC - 13,) FINISH GRADE SHALL BE AMAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM • u, .- . r - .y ; V FORCE MAIN TO D -BOX 'FLOAT COMPONENTS, INCLUDING THE SEPTIC TANK DI RIBUTION O • +,...:..._ U'y1daE40n „ s • _ ._. _ _ - V iQ�f : . - - TEE. WEEP HOLE FLOAT INSTALLATION NOTES. , ST BOX, DOSING CHAMBER c •,. - ttpD • .-• ^'".' , ,_ �' -- y' � � I � � I ._ :' � , AND 501E ABSORPTION SYSTEM, SEPTIC'7ANK5 SHALL HAVE A MINIMUM COVER _. :� 3,8 r 1 . FI:OATS 511AI-L BE INSTALLED WITH A .A F ry „ LOT #6 6 9 SEE FLOAT DETAIL ) C BLC W_IG T OF 9 . i E p F _:. + - OR T_THF.R-.D TO THE DISCHARGE LINE WITH A MOUNTING CLAMP. k F. „ n I ( .Area- J:2,349 SF_ F 14.) FROM THE DATE OF INSTALLATION OF THE 5011_ ABSORPTION SYSTEM UNTIL >: \ ` 2J FLOATS SHAI.1,. BE INSTALLED 50 THAT THEY CAN BE 0.. _ F F RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501E A550RP ACCESSED FROM MANHOt._ CCV_ . 2 - _ a3 F R ."•' Of < �;r TION SYSTEM SHALL BE STAKED AND. FLAGGED TO PREVENT THE USE OF SUCH ' ... lex � � , - I � Q�y , .3.) FLCiA75 MUST BE INSTALLED 50 THAT THEY ARE ,1*Y KH JUS - �' 40 AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. � 78x2: PR6_ POoED � 0 FREE TO MOVE THROUGHOUT IT'S TRAVEL AND N07 CONTACT 7 � - ti _ VENT /: '• 1 I Q - THE.P MP BODY, PIPING, R T F - o' KEITH E. "• 1.5,) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CON5TRUCTION / \ 1 w CHE VK _ U B G, 0 O HE . OBJLcrS. FEi'v'v NO S �n F F e � °•' � VALVE � *` � t BY AN AGENT OF THE BOARD HEALTH (OR D_SIGN_R IF?Hla SYSTEM RE- - \ o CIVIL y - QUIP.E5 A VARIANCE) AND MAY REQUIRE SUCH PER50N TO CERTIFY IN WRITING 165' N W L I EL. 10.93 Yarmouth Health Department Mo. 49725 THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS F 0 THE - , I b EL. 1 0.35 - nn `m�i� i -0 9 ti� PERMIT AND APPROVED PLANS. 46 HOURS ADVANCE NOTICE 15 .REQUESTED, - 'S.\ d / � '•. ` `,. � :. i}: _ .. ;.. it V'Ll/ = 90 FGIS1f-Q• �c`�`' 'A C& I, ,G , 16.) SOIL REMOVAL: ALL TOP501L AND 5UB501L SHALL BE REMOVED FOR - f d a g No 3r Px x y v ni 4 W t, ^L DISTANCE OF 5' FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN G" MIN. 3/4" TO N) me Date �` SAND LAYER, LAYER C I (SEE SOIL LOGS FOR DETAILS). AREA TO BE BACKFILLED wff a ,z" CRUSHED STONE WTH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING, ti / O 18x2 I ` .d.. 1 I' _ 17,) WATER LINE SLEEVE: PROPOSED WATER LINE FOR LCT,4 SHALL BE SLEEVED / \ ' FOR To' ON EITHER SIDE OF SEWER LINE. SLEEVE TO BE 4' DIAM, SCH, 40 PVC. / / ' x 4- .. ki n,„ 4 .: fir, � � ` 1 •£ :� { _ - :.. /. t' :-.:., n, fp .araef • \O �. ., � ; � �-�.� - \ .- , ,., PUMP DOSING CALCULATIONS.PUMP NOTE REQUIREMENTS. - PAGE4 OF G LOT#4LEAC11JG GALLERY #2 . r i i / Tdrhn _ro>roO<- ru.;,r. �a•r, .,.,:;_�- .-._, 'P.,'.";,,--:._;..: o� ;T'1,,r U� th) 1d.D-,{, 'laa_..-.,.;.,..: ;.j,�r>x,-<�,,.L,"2. ,,•.,fy .. ; _, ,-.,' -.Y,-.,,a, .,, _:+: i.° : � ;.�5..)v•:\+,(.,D'.,: $ ,, .!7. .y..7. "--, :. >u�'� , L, II �- = - ,, m + :�; ` , J1 \ I\ f�, �,` � - _.-...:, : . __�{Q> /�".a.. .. ...I. �•;...?. •...2/'jiiI( ; ::.(1 2) 5C-740 CHAMBERS S± IN51DE _ : _ .PUMP. 1, DETERMINE RMINE VOLUME OF EFFLUENT TO BE PUMPED TO LEACHING FIELD:CRUSHED STONE BED TOP CHAMBERS _ 3 I J AIARM SHALL BA RED NARNNG LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE NV. CHAMBERS= 2.0+ DAILY FLOW 330 GALLONSBLILDING AS SHOWN ON THP PAJ, THE FOATS SHA I.FF ONECONTINUOUS PIECE FROM CHAMBER R OF GAp O RNEF1I;. rp_ JL Y z�- ti r,y ^1- bP :. habitat for a✓ItatfOr H.Umanit Of. Cape Cod Inc.:BTM CHAMBERSa 10.6+ 2,1 THE CORDS FORNUMCFR OF DOrFS PER CA1= R D05F5 OP ETONF� 13.6+ TO THF DISCONNECT PULL BOX. THE CORDS SMALL Eft IN 3 ELECTRICAL CONDUIT. NUMBr =°30/8413 GO4 I 1 MAIN ST:, SUITE 6, YARMOUTHPORT; MA 02675' 18x2 I 'ry, � � `-" "� 1 � ` � ••"' ' { BTM 5TONE=J0.I ± 3,) ALARM AND PUMP TO BE V✓IREp TO DIFFERENT CIRCUITS. - DRAIN BACK VOLUME - � R C• Q - _ 4:) ALL PUMP. UIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFOP.M TO MASSACHUSETTS •k1F i -: IS „•__. -� _ _, -� �, , . STATE PLUMBIPJG AND MA`iSACHU5ET75 STATE ELECTRICAL CO ES AS \+/ . 5 - 2" FORCE MAIN = 4.5 GALLONS b`F^ /� SUgN`6�. SITE � SEWAGE. DISPOSAL,SYSTEM DESIGN -. D ELL A- TO % g : i - r"'�` �- -� • w .,,,, _.: MANIJFACTURCR'S SPECIFICA"PIONS.. PUMPING VOLUME - D05ItdG VOLUME + DRAIN BACK VOLUME - _. 11 I; .; - - - PUMFMG VOI-UME _ 41 :3; GAJ-ON5 + 4.5 GALLONS = 45,8 GALLONS Lot #4 Vlr Iola Street, Yarmouth, MA' .,--LOT # I � _, ` _ r _ _. O , :• • • "" 5.) PUMPS SHALL Br- LBERTY LE40 4/!OHP PUMP (OR EQUAL) MEETING MAXIMUM REQUIREMENTS 9 Area -5,004 004 5F± BUFPE� - A .6 a _ I-8.54 Af , • , , , - '- -- --- OF 6o GPM AND. 14.6 OF TOTAL DYNAMIC HEAD,. INSTALLER TO. VERIFY PUMP WITH: 2. TOTAL DYNAMIC HEAD:, 14.6 PL - _ J.M. 0a REILLY 8C ASSOCIATES INC. 1 20.90 r- C5#3- , . •. • - _ a\ 15 MANUFACTURER FOR FLOW AND TDH, - - f I •• ^ ^ ' --- ". _ R 3, PUMP MUST BE. CAPABLE Or PUMPING AT LEAST 60 GPM RIM EL = l a,8± _- - �. •-� 6.) 33.25 FROM PUMP ON FLOAT TO RJ LET INVERT PROVIDES 407GALLONS OF STORAGE Professional Engineering Land Surveying Services • •, •, �• \ l` I n 1 I A CJ- TREE I - AGAINST A TOTAL DYNAMI�C.HEAD OF.. 1 A.6 FT - O ZO �}O 6O a INVEP�T�Ir 12-3 ,� DMH# CBk4 `�/, V N - _ RIM EL = 15.O± .RIM EL = 4.7± I R(PRIVATE \t40' WIDE) O INVERT EL -12.2± INVERT EL 2.3± - - - SCALE 1"=20' 1879, Main Street - Route 6A NOTE: EXISTING TOPOGRAPHY FROM BENCHMARK: OUTLET EL-! 2.1 ± ,t P.O. Box 1773 PLANS BY 55C GROUP Top of PYA NAIL 11(808)898-8801 Office ` Brewster, MA 02881 (808)898-8802 Fax EL- 13.7± (1988 NAVD) UA E: SCALE: BY; CHECK: B NUMBER: JMO/ G:WAJobsUiabltat\8028 - 5 t 7 V,ralnla 5t\1,v \5ewaae D15 osal System Plans (I 2-14.1 5).dw 1 2/2 1 / 1 5 As Noted RFR : JMO-b028