Loading...
HomeMy WebLinkAboutApp# 5062N \ m I 'r OPTIONAL WINDOW SKYLIGHT tN7 m■ t FIRST FLOOR'— D D Y E:I=L:lg \ ,. r7U I / rl — — — — — — — — — I I I BREWSTER FONT ELEVATION SCALE: 1/4" = I' -O" FILE: 934EIevs LEFT ELEVATION SCALE: 1/4" = Ir -O" XS/I CORNER BOARDS I 124310 I I II II I ' L� I - LEFT ELEVATION SCALE: 1/4" = Ir -O" XS/I CORNER BOARDS I 124310 A I - I I JAI, I I; I I 244E1 ,1 �A 74461 1 LEFT ELEVATION SCALE: 1/4" = Ir -O" XS/I CORNER BOARDS I 124310 2b4d I 1 I I I— ————————— ——-- ——— ——— —-- —— — — —— - �OLi j i RIGHT ELEVATION -------- SCALE: I/4" = 1'-0" 0 NOTE: WNDOW HEAD 15 AT NOTE: IS T A OPT'L V-3 1/2' AT HEAD 2' AT REAR DORMERS C-3 I/2' AT SECOND FLOOR. ROAR DORMERS LIGHT SECOND FLOOR. CRICKET T SKYLIGHT F ry 2 31 2131 li 2 31 24310 ITE — — . — — — .�._ - - _.� — — — — —Er t A F JAI, I I; I I 244E1 ,1 2b4d I 1 I I I— ————————— ——-- ——— ——— —-- —— — — —— - �OLi j i RIGHT ELEVATION -------- SCALE: I/4" = 1'-0" 0 NOTE: WNDOW HEAD 15 AT NOTE: IS T A OPT'L V-3 1/2' AT HEAD 2' AT REAR DORMERS C-3 I/2' AT SECOND FLOOR. ROAR DORMERS LIGHT SECOND FLOOR. CRICKET T SKYLIGHT F ry 2 31 2131 li 2 31 24310 ITE — — . — — — .�._ - - _.� — — — — —Er t LINE OF DECK i . I I I 1 � � QNFd;fb I H1�1©lk�V� -- —— — —— — — — — —— G_�r1hrjdV REAR ELEVATION SCALE: 1/4" = 1'-0" 1'r t/4. ez $ U.dJJ Q F— f— O *y Q Q W z .4 N CL O U 0 I— U ua �U F— z 11.1 co � Q u Uw w� TQ (r) -i r w7 W z A JAI, I I; I I 244E1 ,1 �A 74461 1 I A 2446! I I1 LINE OF DECK i . I I I 1 � � QNFd;fb I H1�1©lk�V� -- —— — —— — — — — —— G_�r1hrjdV REAR ELEVATION SCALE: 1/4" = 1'-0" 1'r t/4. ez $ U.dJJ Q F— f— O *y Q Q W z .4 N CL O U 0 I— U ua �U F— z 11.1 co � Q u Uw w� TQ (r) -i r w7 W z A 1 _ -Aco K1 2444E 2446 2446 vl LINE OF DECK i . I I I 1 � � QNFd;fb I H1�1©lk�V� -- —— — —— — — — — —— G_�r1hrjdV REAR ELEVATION SCALE: 1/4" = 1'-0" 1'r t/4. ez $ U.dJJ Q F— f— O *y Q Q W z .4 N CL O U 0 I— U ua �U F— z 11.1 co � Q u Uw w� TQ (r) -i r w7 W z "O -.OL Z/1 I -,Z i .O-,5 .O-,5 OI I I I 1 J N J O� I J I J co t ----�— L —J/— CIA i „L/1 OI -,L 1 F- Fip w 4vz U a=> OC o;eQ1 U ILW J i „L/1 OI -,L 1 I I I O I oc J O I u- W�R I =3 V d W Q 1 Z I it Q W Q W P I I U I I I I I -- i I O u- O - 0 d ul Z 0 \ Uw W Q W N I Q — a_ I P r J J ul W Ud)LL z I C) I w � I / \ W I i N WLo to F Q U Qmw =a / �� r OUz z In , + W w(.)< UW \ yW� n11 ivls�o.v� �Y Q dQd wm \ NS:A NW z00 - - -I WLL— FI - la F- I— I J LL Q N z ——I I 3 --I {\ w O w _ F ZD W zp a �; zsY U.1 -j a: F �Q / 0-� 10_G 3/ I .b/I £-,8 T- 0.zW Om/9'-2" n ry `� 1.11 _ W P n N + Q Y 1 "b/I 1-,6 - L-0 .OI-,L LLO 0 .r— J Z za O F IL O O J ry 1 i I I 1 .0-10t - Y-- --- �I -- ---- --- --- Y — —--------------- --- /ul 1 I i i I i i OI I I I I LnI _ I TJv to to i I dui, I I � cn Lnww Cv mOUG� Q W LULLLW LnIOU z I-„O1LL—- - „Z/1 0-18 I �. > z --- - -- �_y - - -- /£ 7-,£1 I r\}\ III O -.L Cl) ' FL U- cn f— co Oo y I k V W G ` I 1 w r m o O O 1• < r I bI N U1 NL ir-u r -w I I I U 1 -mom.- lLl ' n in C) I 47 •I UUO I I ry �I - b/£ £-I£. Ly b -.E` u) Am ryl HOZ \�/ I —O-uz_� -� -- dWul I [K C\ 7-1 w0 I R-- , -- --- P d(YW I /7-1 I wl -'m I O �� wI 1 I--� tr� n I i i t I QQ A itI IL F O ichr� - \ w U = n P -- 1 P I I I. n z -------------� O r a tV� X I 7�1A p ' C Q' ry1QLU l�„1-Iw �� OD Ifl In ? --- - 7 a 4 I I •I Jul LO I I 1 I I 1 ;r Y I I O u- O - 0 d Z 0 \ Uw W Q W N O J ry 1 i I I 1 .0-10t - Y-- --- �I -- ---- --- --- Y — —--------------- --- /ul 1 I i i I i i OI I I I I LnI _ I TJv to to i I dui, I I � cn Lnww Cv mOUG� Q W LULLLW LnIOU z I-„O1LL—- - „Z/1 0-18 I �. > z --- - -- �_y - - -- /£ 7-,£1 I r\}\ III O -.L Cl) ' FL U- cn f— co Oo y I k V W G ` I 1 w r m o O O 1• < r I bI N U1 NL ir-u r -w I I I U 1 -mom.- lLl ' n in C) I 47 •I UUO I I ry �I - b/£ £-I£. Ly b -.E` u) Am ryl HOZ \�/ I —O-uz_� -� -- dWul I [K C\ 7-1 w0 I R-- , -- --- P d(YW I /7-1 I wl -'m I O �� wI 1 I--� tr� n I i i t I QQ A itI IL F O ichr� - \ w U = n P -- 1 P I I I. n z -------------� O r a tV� X I 7�1A p ' C Q' ry1QLU l�„1-Iw �� OD Ifl In ? --- - 7 a 4 I I •I Jul LO I I 1 I I 1 ;r Y I TYPICAL BUILDING SECTION SCALE 1/4" =1'-0" DETAIL OF REINFORCED PLATE SCALE: 1 1/2" = 1'-0" NOTCH AND OVERLAP ADJACENT BOX AND JOISTS OX/RIM MD JOISTS AND 2FLOOTURELY NAIL O R JOISTS ON EITHER SIDE. PROVIDE EITHER TIE BEAMS AS SHOWN ON PLAN OR REINI=0F:CE 'LATE PER, DETAIL. s PROVIDE WINI WELLS AS RE O 0 n i CJ ! - - 1 O - - - - � 1 K--- -------- --- - ---- - -- --4 - - i< LINE OF WOOD FRAMED --j - CHIMNEY - ------ ------ -i - - -- - - ------ --- !iY+ I /ABOVE C ! 2 x 10 JOISTS ° IL" O.C. co BASEMENT j - " 3 I/2CONC. SLAB I I I I i co 1/8" 3'-10 1/2" 4'-3 3/4" L'-1 1/2" 6'-2 1/4" L'-2 1/4" I 1 - WALL -_� _ --- I _ -- --I I POCKET ! [9-2X10 GIRT I -I I �4-2!X10 GIRT WALL L ---I L---1 L - I L-- L - - - I L - - - I ! I POCKET ----------, � 3 1/2" DIA. LALLY COLUMN /"—K'% I '----------� � ON 30"X30"X12" CONC. ----------, FTG. (TYP) m UNEXCAVATED _ SOLID COLUMN INDICATES Ef j I I p ---- -- ! BEARING POINT ABOVE (TYP) 60 ! 1 O r r l I (4" REINFORCED CONC. SLAC On I D 3 " CONC. FOUNDATION ABOVE FOR GARAGE - PITCH ? WALL ON I4"X8" CONC. TOWARDS DOOR TO DRAIN) FOOTING (TYP.) I f) - - I O �----------- -- - � -- 13R i41/2"I I ! i I i I - -------------� LINE OF CANTILEVERED -- T BAY ABOVE- III-00 BOVE 28'-O" FOUNDATION PLAN SCALE: I/4"=1' -O" FILE 934PIens IT -9, DROP FOR (2) 9'-0" O.H. GARAGE DOORS t APRON O :--3U w Z I- W O ul UIV LLI M v/ E3 r 01) I O co 0 Lo VENTED PROVIDE RIDGE CAP ICE AND WATER SHIELD CONT, 12 UNDER 3 PITCH ROOF(BOTH [TYP7 12 DORMERS)10 1/2+I/ 2X8 RAFTERS3 O C TO MEET ASPHALT SHINGLES RIDGE VENTED VSLOL SKYLIGHT — . CEILING JOIST — - - DRIP EDGE — . — . — . — . CONT. [TYP.7 ------- VENT RETAINERS 1X8 FASCIA DORMER RAFTERS W/2 8 C06'G J (5T5 AS REQUIRED SOFFIT BEYOND sX)O ° IL" O.C. W/ HANGER /COLD} I;IES _ FRIEZE AS REQUIREDI KNEEWALL PLATE - in BR #3 R-30 BATT WALLL INSUL. [TYPJ VENTED XIO ° IL" O.C. FLOOR JOIST [TYP7 " ' r DRIP EDGE SE OND. FLOOR CONT. [TYP.) ----------------------- PLATE 1X8 FASCIA SOFFIT 2" GWB OR SKIM COAT I_ FRIEZE BLUEBOARD ° BUILDER'S [TYPJ OPTION —r co R -II BATT i ao ` m 2X4 EXT. INSUL. EXT. WALLS [TYP7 - p STUDS R-30 BATT .� OD T! io [TYP7 INSUL. FLOORS [TYP7 I ' r r WHITE CEDAR 5/8 PLYWOOD SUBFLOOR W/ 3/4" FINISH FLOOR OR m SHINGLES OR CLAPBOARD UNDERLAYMENT - REF. FIR T FLOOR $I_DING OVER FINISH SCHEDULE — WIN BARRIER - REF. ELEVS Ll t ONT. BLOCKING OR BRI GING It MID -SPAN [TYP7 ANCHO a BOLTS 2X10914" O.C. I = �n 4'-0" D.C. FLOOR JOISTS[TYP.7 4-2X10 GIRT [TYPJ 3-2Xi2 STAIR co 8" CONCRETE FDN WALL ON 3-1/2" LALLY COL. TRINGERS IL"X8" CONC. REF. FNDN FOR LOC. I FOOTING 3 I/2" CONC. SLAB I I B5MT _ 2'-G"X2'-L"X12" LALLY COL. PAD [TYP) 14'-0" 141-0" 10'-0" TYPICAL BUILDING SECTION SCALE 1/4" =1'-0" DETAIL OF REINFORCED PLATE SCALE: 1 1/2" = 1'-0" NOTCH AND OVERLAP ADJACENT BOX AND JOISTS OX/RIM MD JOISTS AND 2FLOOTURELY NAIL O R JOISTS ON EITHER SIDE. PROVIDE EITHER TIE BEAMS AS SHOWN ON PLAN OR REINI=0F:CE 'LATE PER, DETAIL. s PROVIDE WINI WELLS AS RE O 0 n i CJ ! - - 1 O - - - - � 1 K--- -------- --- - ---- - -- --4 - - i< LINE OF WOOD FRAMED --j - CHIMNEY - ------ ------ -i - - -- - - ------ --- !iY+ I /ABOVE C ! 2 x 10 JOISTS ° IL" O.C. co BASEMENT j - " 3 I/2CONC. SLAB I I I I i co 1/8" 3'-10 1/2" 4'-3 3/4" L'-1 1/2" 6'-2 1/4" L'-2 1/4" I 1 - WALL -_� _ --- I _ -- --I I POCKET ! [9-2X10 GIRT I -I I �4-2!X10 GIRT WALL L ---I L---1 L - I L-- L - - - I L - - - I ! I POCKET ----------, � 3 1/2" DIA. LALLY COLUMN /"—K'% I '----------� � ON 30"X30"X12" CONC. ----------, FTG. (TYP) m UNEXCAVATED _ SOLID COLUMN INDICATES Ef j I I p ---- -- ! BEARING POINT ABOVE (TYP) 60 ! 1 O r r l I (4" REINFORCED CONC. SLAC On I D 3 " CONC. FOUNDATION ABOVE FOR GARAGE - PITCH ? WALL ON I4"X8" CONC. TOWARDS DOOR TO DRAIN) FOOTING (TYP.) I f) - - I O �----------- -- - � -- 13R i41/2"I I ! i I i I - -------------� LINE OF CANTILEVERED -- T BAY ABOVE- III-00 BOVE 28'-O" FOUNDATION PLAN SCALE: I/4"=1' -O" FILE 934PIens IT -9, DROP FOR (2) 9'-0" O.H. GARAGE DOORS t APRON O :--3U w Z I- W O ul UIV LLI M v/ E3 r 01) I O co 0 Lo t1/ C /v'• PLOT PLAN Job Number 0-9696 7/22/99 Tim Williams Page I of 2 32 Mariners Lane, Yarmouthport, MA. LOCUS MAP SCALE _�_"_; Z o r" DEEP OBSERVATION IIOLE ft 1 LOG LOT ND l - Perf. By: Michael Faria.Down Cape Wit. By: Amy VonHone, B.O.H. tJ. I LOT I - - Sol Cda SoR MoC i S A.f'EA : _ ! 6 Z 5 O 5 F �+ Depth from Sal Sal 7eMure _ Elevation Siaface Hann "8 �a(�ure, stones, (USDA) ,6oufd,eoreslstenq, :r-�ir � r KO lV S a 25.6-25.3 0"-4" A oamy Sand 10 YR 4/2 None a� i 1J ji 25.3-24.6 4"-12" B: .oamy Sand 10 YR 5/6 None j 24.6-22.3 2"-40" < 8, oamy Sand 10 YR 5/4 None 22.3-18.1 40 -90 Cr •ine Sand 2.5 Y b/4 None�q t j v 18.1-12.1 62"-21" Ci ilt Loam 10 YR 5 3 Yes j, n to �' o✓ 12.1-8.1 62"-210 C3 ine Sand 2.5 Y 5/4 ?»' a (3 - Parent Parent material (geologic) Depth to bedrock r !g P Depth to Groundwater Weeping from pit face t44„ Yh /'oLT1/ 0 Standing water In hole t Estimated seasonal high groundwater El.- 18.1 O W..a Inc.Pere. Test: 48"-60" (Perched Water) SCALE: I +N. 20 n rr• / � o eaeR.w s�ew w Mw, oro 24 gal. in 10 min. 46 sec. GENERAL NOTES `N /. ELEVAT/ONS ,2EFER TO APPROA. NGVO. SEE 6ENCNMAPK 2 z ro ON PK, IN ROAD, FRONT of P2oPEKTy, 2. ALL CONSTRUCT/011 AND MATERIALS TO CONFORM TO TITLE 5 OF THE MA55. STATE ENVIROVNENTAL CODE ANO THE 150A,0O OF HEALTH O; ,eEOU/REMENTS FOR THE TOIwN OF _ yAR MOUTH 3. ANY GRANGES TO THIS PLAN MUST BE APP20VED BY THE BOARD Job Number _ 0-9696 Tim Williams Page �� of OF HEALTH AND ScHOF!£LD 5korHERS, edC. Jo '� �• v, v• 32 Mariners Lane, Yarmouthport, "MA, 4. NO PERMANENT STRUGrLIRES SHALL BE CONSTRUCTED OYER THE 0 G� �F�SE /� ./ 7/22/99 roc r DEEP OBSERVATION HOLE # 2 LOG /00;6 EXPANSIN./ AREA. v �Q s 5. FOR PROPER PERFORMANCE THE SEPTIC rANH SHOULD 15E 1NSPECTED r' Perf- By: Michael. Paris, Down Cape Wit. B : Am VonHone, B.O.H. AT LeASr ONCE A rEAe. IT SHov4D BE PUMPED WHEN 7}lE TOTAL / pth hom Soil SoR Te#um Soil Color SoR Moulin DEPTH DF SCUM q ND SOLIDS EXCEEDS /3 OF . ITS L:QUrD DEPTH. 1 \ �. ZZ "2G s• N P �\ / levat ion ,Surface Tlaizon (USDA) B Other (stnxture, stones, r r 2 o boNdes,00nshteneg .6.ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE //VSL� SEn �\ 24.2-23.7 0"-6" A EXCAVATED AND REMOVED TO A DISTANCE OF•S.FEET FROM'ALL ! - oamy Sand 10 YR 4/2 None SIDES OF THE S.A.S. AND TO APPROXIMATLY 40' RpPO � 9SaR py '• / 23.1-22.9 6"-16" B+ ,oamy Sand 10 YR 5/6 None DEPTH TO 22.9-21.2 16"-36" BL .oamy Sand 7.5 YR 5/8 None REMOVE 'Ez' HORIZON. BACKFILL WITH CLEAN 6RAVELOR SAND"'- / OCA ,. ` . 21.2-16.7 36"-90" C, 'ine Sand. 2.5 Y 7/6 None MATERIAL MEETING -TITLE 6 SPECIFICATIONS. CONTACT SCHOFIELD / R E44 CA7 ^ v 3 16.7-13.7 90"-126 Cs 'ilt Loam 10 YR 5/3 Yes BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL ` �P/ zB ' i o G 4 13.7-8.2 26"-192 C3 ine Sand 2.5 Y 5/4 QUALITY. SCHOFIELD BROTHERS OF N.E., INC. DOES NOT ASSUME E< ,28 9,' �6 z9 RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING EXCAVATION Z : S F� r , 7.INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS AFTER EXCAVATION AND BEFORE INSTALLATION OF S.A.S. FOR V! r� SOIL INSPECTION. 'z / v f ' 4 P� Depth to bedrock kgeotog.c B. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS / DepthhtgWerIk Depth toGrtwndwater Weeping from pit face PRIOR TO BACK FILLING FOR SYSTEM CERTIFICATION. Cr _ Stan9ngwaterinhole 156" Estimated seasonal high groundwater El.- 16.7 9.110 KNOWN WELLS EXIST, WITHIN 200' OF PROPOSED LEACH /1RFI , O 9" /� r- �rx r� {nr::c cs� e.ae�+..a�«ea, e, k. (Perched Fater) 1o.SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE STOCKPILED AND REUSED AT OWNER•5 OPTION, RESPREAD LEGEND _,, OVER ALL OISTURPED ARF_AS TO PROMOTE OPTIMAL GROWTH; " PROP06ED CONTOUR L1NE O CONTOUR { Qp• G' `� / ;�'% � s .?� - - :. :.�- ExISTlNG ' - W -OH OVERHEAD WIRES _ 26 3 a� • ' ' W-- WATER LINE DES/G/V D� ZA I. E5T/MATED HYDRALWC LOAPINr; 000 PROPOSED / 5 DO GALLON SEP rr TANK Y NGPROoa15 AT !10 GALLONS Pee DAr Pez BEDRoom. 4g0_O GPD.-•: ' D PROPOSED D1SrR49UT,0,V BOX GARO."aa C'S'-OSAL /5 AI O T- ALLOWED w1rH TH/3 DESIGN. eEPr•C 74Th 5rZE ^ PROPOSED FLOV DiF.f--i /5 �,@. 774? h n14LL - v.C!C.Y FLOW 4 0 x OC1 - EXCAVATE BATCHED AREA TO A DEPTH OF APPROXIMATELY 40" AS PER NOTE 6. / -� I AVEr^C * �- 6 c f?SO GAL:OtiS VERIFY THAT 4' OF Cl LAYER UNDERLIES ENTIAE S.A.S. J I '�; PROPasEO LeACH RESEavE ,aREA S�rK TANr PROV/D£O m /Soo 2E <' �' K� GALLONS nli/C �-�' f' v' I .:-_ -_ L� -' nE:K.1J PERCCLATION .4A7E - <S F S1GFW44.L LO.11D,NG !__ GALLONS/S.F - - - OjNT EX/ST/NG SJR.9T ELEVAT/ONS 7 / BOTTOM LV401NG t* , TEST HOLE LOCATION tREA: +L. LEAC/4n.„ %4 GALLONS/9.E PROPERTY LINE Mrat $IDE•, 4 AREA PROVIOED • I I Z.O sF x 74 GAc/sf GAL, `• ^ PROPOSED SPOT ELEVATION 707' �-M A2@A P2^V/Dfn, -528:0 $E +1 '•74 SPF,C NOTE: C=7 Sot conditions require that consideration be given U. G.- UNDF_RG-rovNp UTILtrIES MAv. Hp aLcox" a(_< 390.7_GgL, n L')AP1t1r rU1&0&R TrrL& s/ - _ 7.3. 6_GRLwNs }p� to nstall a foundation drain ]along the footin perimeter Arr�AL vrco_rxrc LOArrNc R140.o_ GALcords `�.=.E©� 1 +• for future connection to drainage facility should cellar s . .r„... space moisture become'a problem. Maintain 25 ft, se ation ✓'l+r' 'r✓ s/ -E LEACrn.Vr AREF _'XCEE iS T}AT ALLO v%CD U /DeC of any drys:*ells from the .septic system S.A,S. or reserve area, ;_ b^Ts AIB T'�19'NO�.YARMov`rH e•OA.E?OCF HEALTH /2eQLesMEti AND T/rt 5. PROF/LE OF SYSTEM _. n ._Np SCALE- TYP/CAL FLOW DIfFUSE,8 CROSS MANHOLE e COVER - MIN. O/A. r4- 'Co.. 6' fG. • .2 7, 5 + BROUGHT UP 70 :N/THlN 6' Of f/N/SNED GRADP _ 26.8r 7J Z5.9t 25.61 G vylp 25.00 f 3'nirv. I 9`M1,v. FG F. G. 1 InV. CCEAN BAT' CF/L L 2 A ✓E Lt C YCQ F 711 1. N c~' I/ � S� ��7 INV.. .83 ,, Fowuue -- �• --io• i.; INV-�•9.So .4'=.`-lf';� o"o �.Q- v �' o _ , T/GNTvYJq?P/PE o� c c c c7 [� N 1 o.5'oc STONE/' a l•.29.33_ - " ` : s08/ 6- �? INV. 29. 10 EI_ No; 7 933 _ J / . SRNiTA4Y TEE �l S C'�-'� 0 ) /NLF_T /NVE2i !6 -..•{:i PROVIDE GAS F3AFFLEJ ;] � (MAX. ELE✓.-. 29.J 0 5! P � �� - � f 1f1 D1�r,PteuTtcN 60x ``�� \ "; - - rN✓FPr -0 /d/J`e f _ (EEGHEC> - scALE : As noted 9 Vz SfPT/('TAnlK :p ALL FLOW DIFFLJSEf2 1 .. �---- __ a OUT:.Er.:, ro rr_ rHe :.;tilt IDB q CAPACITY'- IS -400 - ZF-e TYPICAL OXTAIL „ +•^r.t `.. _ t /fh/iG p 57011E C GAL O NO: t� Ifo PRECAST RE/NFORCED CONGCFIE - - S.A. S CONSISTS OF 12' z 44' EXCAVATION :WITH (5) 48"x96" -D-TYPE FLOW DIFFUSERS - '• � �.^�+ c,aroNeD sr DRAwH£.r:.• ".'HEr.KgD 6r: Ir, SL• !"SL nNIY PLACED END TO END, CEN�'ERED.WITH"3/4" 1 1/2" WASHED STONE (4' MAX. -STONE FIELD 4 � . "NOTE:' ALL PIPE TO eE 4"Q PYO. TIGHT ✓DINT OUrLfT T IPES sHnr.t. LrveL WIDTH ON' SIDES AKD 2' PiAX. ON ENDS) SURROt1NDiNG. EFFECTIVE HEIGHT AS S ^^ " ' ^ 3C!IOF,E' 0 gQOTHERS OF'N• FOR Ar ,-eAsr r.�o FEsr SHOWN ON ? - - -w, FI/c.INEEkrNG . E. I /N. C,. PROFILE., EXCAVATE HATCHED AREA AS PER NOTE 5. } Mr : - $c�2vEy/NG - PLAVNiN3 \ - P.] LBOs r0r, Y61 CeAVBER.PY-Hlii/n'Ar, .oz4zAvs, m,4 . Sd?.l Z55 -409H