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HomeMy WebLinkAbout83-1086 - Site Plan' SOIL I TESCom+T 20 FT MIN. TOP OF FOUND. SvI',I EL. _ x.70 10 FT. MIN. Frs07eCONCRE OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 COVERS 4" SCH. 40 PVC CLEAN SANG DATE OF TEST 7 //-`2d DATE OF TEST //"`�4 DATE OF TEST PIP= - MIN. PITCH It WITNESSED BY �• M• WITNESSED BY •g• "11, WITNESSED BY °"' 1/8 PER FT 6 /- `-Z_ ( PERC. RATE CZ MIN./INCH PERC.. RATE �2 MIN./INCH PERC. RATE MIN./INCH ;� 4' CAST IRON (OR J� 2" LAYER OF c�T PRECAST ELEV.= ELEV. = ELEV. = EQUAL) PPE- MIN. 12' MAX. _ - MIN. EL= 7151 I/8 -I/2 WASHED FLOWDIFFUSOR PITCH I/4 PER FT _ _ c STONE (- $'Y _ I °.., °. ."c,Q� 2% MIN. u1 , I G.,• '%•Di' �. StJb° �„ / OP ,5✓�' _ n:".. _ . �o. :' ,... � � L 't: t.0 - FINE c>/ffiY SAr✓O F/NE -r JEri .5,4 +v/> L L FLOW LINE 'lkr�i EL= 73 �10 MIN. z n„ f iNE ara HAY SArJD - — EL= , EL= EL= Q r-1 n a o o a a EL= G p o _ EL= G ._` a a o 0 o EL= EL= �,ryJ NG%JVTU�/ SdUff' DIST. 3/4'- 1 1/2" I BOX WASHED STONE LOCATION MAP WATER AT EL= WATER AT EL= G. ` WATER AT—EL= 7-,, ;^ ; , � GAL. iSEPTIC -B$TTOM=-OF=T€-ST---HO=lr==OR' OBSERVED WATER TABLE EL= 2: 2G LEGEND' TANK ADJUSTED GROUND WATER TABLE ( / / ) EL= EXISTING SPOT ELEVATION 00„0 " EXISTING CONTOUR --- 00 - - - - - - 4; -ID PJAe OYES . FINAL SPOT ELEVATIONPROFILE OF /7 r_ir-Gk ./ I ti; X5,2 d..• " (rN 2.9 GAYS I 0jor"/1 Lt I 1V11CONFORM TO :O. E. Q.E.. TITLE 5 AND THE 1 I L - - - - - - - -_ "/'- ''''/i "'GES TOWN OF MF/90_UTN RULES a REGULATIONS ; JAII? 2, 0. y. ,%N cam/ /D/! FOR THE SUBSURFACE DISPOSAL OF SEWAGE \ jI Ii � !` ,? 7 �20 • �/c"0�`� f '✓�// /&v_-/ 2. ALL COVERS TO SANITARY UNITS SHALL 8E BROUGHT TO WITHIN 12 OF FINISHED GRADE I 3.EXISTING AND FINAL GRADES SHALL REMAIN / I I PLAN VIEW ESSENTIALLY THE SAME 1 I 4. NO DETERMINATION HAS BEEN MADE - BY THIS I / oj• < 3 L - - - - - - - _ _ - - - - - 1 OFFICE AS TO COMPLIANCE WITH TOWN i GOT �/> /� r=i ---- — O ZONING REGULATIONS. OWNER/APPLICANT IS G* T— ® Q 0 / © ® TO OBTAIN SUCH DETERMINATION FROM K��0 24" DIA. COVERS ,`, ® Q Q APPROPRIATE AUTHORITY. , 5. THIS PLAN IS VALID IF IT IS STAMPED AND PLAN VIEW I // �/` FRONT VIEW SIDE VIEW SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED FRAMES & COVERS SHALL ON COPIES WHICH DO NOT HAVE ORIGINAL BE SET WITH MASONRY UNITS FLOWDIFFUSOR DETAIL STAMPS AND SIGNATURES / y WHICH ARE TO BE MORTARED IN PLACE 6. ALL COMPONENTS OF, THE SANITARY SYSTEM NOT TO SCALE n; -, '•:a;; ......e... LOADINGBE UNLESS THEY ARE WITHSTANDING WITHIN SHALL INLET o" ° ° 10 FT. OF NDRIVES OR PARKING AREAS: H-20 \ 3 MIN. q OUTLET RE MOVEABLE COVER —'i 6" MIN. OUTLET PIPES LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 2 MIN. AS REQUIRED FLOW LINE 7 SETBACK REQUIREMENTS (MINIMUM) f \ IN. FRONT SIDE REAR. J INLET FLOW b• OUTLET TLET rtir,40�T/%'✓ --� ,LINE _ APPROVED: BOARD OF HEALTH ga�s'x 4 FT. MIN. DATE AG ifa �!' . cPF K �\ �,, OF (Jrt/�✓/� fdfz/ LIQUID ° I 2; 6 i .o EN DEPTH 'I t::\f,. �,, , - [4 Y`• ! \ \ .SHAD/ �. ._ 0`. ° °'an"yM+ T .•" •' \ !�T//1l OUf<�c �,rn'' - 1 �' v['� "�`" NVrrl. PROJECT 40CATION+ t�� �.Y ` t� BC/rii . rTFlLJt •\ \ �\ /INLET TEE PROVIDED >� sJs^°r �PtH Mgrs' T ,/ p n r e'. PER SECTION 15.10.2 �' HARD �� RICHARD `yam LD / ��7 ��AL7A/ %� �H/VC TITLE 5 l pHEARN N•. 69= o •HEA "' APPLICANT: ... L_GT N0. OF OUTLETS 27871 CROSS SECTION VIEW OUTLET TEE DIST. BOX DETAIL y1 _ LIQUID DEPTH TEE DEPTH NOT TO SCALE Land Use C ( BELOW FLOW LINE L(�/ (,/ J(i SEPTIC TANK DETAIL 4 VFT. 14 INCHES N TO SCALE OT 5 FT 19 INCHES 6 FT. 24 INCHES �. i Y<) '/. )// �. wr" �'/' /S FSG L/� 0 f/_D/9 72%f/4_/ Technolo Inc. 7 FT 29 INCHES G� Y9� MUL % /r F ;/l2p CG Hrx2Z 7-1-1 E.<.Gc. .�: % ;tJ 7 8 FT 34 INCHES ioo Ups �,al<< F= n� "� G EL,C/�ic/� ( FORMERLY R. ✓. O'HEARN , /NC. J ! , A, T� k� G A d.%./�/� u,' Engineers - Land Surveyors - Sanitarians /', Ii5 Fc (l/ ',cG �FO/I T/r'C--rar✓,v �EGtr:c�4E/r-r'- Tb aCE 1'4vrMi. cL-<.y (r'-'�;.:, O % w DESIGN CALCULATIONS A k-14 35 ROUTE /34- UNIT 3 - P. O. BOX 237 NUMBER OF BEDROOMS. _ SOUTH N/S� ! /O. A fi4lc/f;n/F� oF" G'. i' /s �'f ';?!,-/FGD = Pv�� T, o. Y E c,H. F� �lrC�,r/� v H DEN MA j GARBAGE DISPOSAL UNIT.... .... NO t • °••+•. REVISioNs v' 4Np Sro7TE T/rG� 1 f (7, /2.2 ��/' 77 (:'G�•lU k/ATFL !� [�k/ CN4AV k_W) ,°°1 °n1ECH1dp�'�° e tel/ ,'` -/> TOTAL ESTIMATED FLOW SE (.� ( GAL/BR./DAY x � DR. ). ..... Y10 GAL./DAY// A L�k%flVL� O� /�' /S 2EQvCe�r f �'oti� ro.Y, •��!ir�, REQUIRED SEPTIC TANK CAPACITY.......... C,0 GAL. .STATE_ T/T[�E y 6'Cj -1-7 (125' EY,-4V4T/O,�/ /A/Gjl1�. NG TE: �a �/ ✓/1T/u t/ •: °5 t LOT /IZ (i' ACTUAL SIZE OF SEPTIC TANK _.• ., ' r) GAL. fi /: SLtf f% } : <1CF.q r•F" I/� (//P'! /5 O�<H- Sr <?pcD IM 1977 I LEREQUIREMENTS /'4WLL._ t -SIDEWALL AREA GAL./S.F/S %/T.!V SeG. 'o•'�s ai°�C<'• *��H....*SSo,'p �E /O'S - uv ,a BOTTOM AREA /"62 GAL./S.F. T 7 R<t OF LEACHING CAPACITY (BOTTOR, t SIDEWALL) GAL. 4 - y / .t - �C,�� (25 r'r<iG/�,l(7_(Z/or(�r•/ ' L9 %�/F r;F 2� . �, DATE: SCALE: RESERVE LEACHING CAPACITTY..... ......... GAL. 5'r /•+GAe DR. BY: � APPD. BY: 71'C.r7-fi/z-_ C!' 7A/1� ''F�/ct ✓•� ss->T._.>� _,,L;',a t t �':_ ! _ �•, �- �`r c/�171 .� ,<� e✓:� .� .; .. , r ,� � a ••-„ _ - JOB NO.; SHEET / OF / />. r9Y;%<'. 1 ,'`e; r n',,fj TG(/t/ OF y'FJ/°L'1U<"i N 7r/ (El % F _ , •.r/ ' - r% <%' r/[6r.j/• ,rfxt/,-:: /..' ;;'r _� ��G/JT Cf G.Ef ;-> DCt&nVN D FORM 9/8/87 O /0 JP t s 0 SEWAGE DISPOSAL i % �' /' '/' '" - / �' '� ltt// y %f �'1r ,) V 00 I Tx(/-X1-7,nfl I 1V11CONFORM TO :O. E. Q.E.. TITLE 5 AND THE 1 I L - - - - - - - -_ "/'- ''''/i "'GES TOWN OF MF/90_UTN RULES a REGULATIONS ; JAII? 2, 0. y. ,%N cam/ /D/! FOR THE SUBSURFACE DISPOSAL OF SEWAGE \ jI Ii � !` ,? 7 �20 • �/c"0�`� f '✓�// /&v_-/ 2. ALL COVERS TO SANITARY UNITS SHALL 8E BROUGHT TO WITHIN 12 OF FINISHED GRADE I 3.EXISTING AND FINAL GRADES SHALL REMAIN / I I PLAN VIEW ESSENTIALLY THE SAME 1 I 4. NO DETERMINATION HAS BEEN MADE - BY THIS I / oj• < 3 L - - - - - - - _ _ - - - - - 1 OFFICE AS TO COMPLIANCE WITH TOWN i GOT �/> /� r=i ---- — O ZONING REGULATIONS. OWNER/APPLICANT IS G* T— ® Q 0 / © ® TO OBTAIN SUCH DETERMINATION FROM K��0 24" DIA. COVERS ,`, ® Q Q APPROPRIATE AUTHORITY. , 5. THIS PLAN IS VALID IF IT IS STAMPED AND PLAN VIEW I // �/` FRONT VIEW SIDE VIEW SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED FRAMES & COVERS SHALL ON COPIES WHICH DO NOT HAVE ORIGINAL BE SET WITH MASONRY UNITS FLOWDIFFUSOR DETAIL STAMPS AND SIGNATURES / y WHICH ARE TO BE MORTARED IN PLACE 6. ALL COMPONENTS OF, THE SANITARY SYSTEM NOT TO SCALE n; -, '•:a;; ......e... LOADINGBE UNLESS THEY ARE WITHSTANDING WITHIN SHALL INLET o" ° ° 10 FT. OF NDRIVES OR PARKING AREAS: H-20 \ 3 MIN. q OUTLET RE MOVEABLE COVER —'i 6" MIN. OUTLET PIPES LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 2 MIN. AS REQUIRED FLOW LINE 7 SETBACK REQUIREMENTS (MINIMUM) f \ IN. FRONT SIDE REAR. J INLET FLOW b• OUTLET TLET rtir,40�T/%'✓ --� ,LINE _ APPROVED: BOARD OF HEALTH ga�s'x 4 FT. MIN. DATE AG ifa �!' . cPF K �\ �,, OF (Jrt/�✓/� fdfz/ LIQUID ° I 2; 6 i .o EN DEPTH 'I t::\f,. �,, , - [4 Y`• ! \ \ .SHAD/ �. ._ 0`. ° °'an"yM+ T .•" •' \ !�T//1l OUf<�c �,rn'' - 1 �' v['� "�`" NVrrl. PROJECT 40CATION+ t�� �.Y ` t� BC/rii . rTFlLJt •\ \ �\ /INLET TEE PROVIDED >� sJs^°r �PtH Mgrs' T ,/ p n r e'. PER SECTION 15.10.2 �' HARD �� RICHARD `yam LD / ��7 ��AL7A/ %� �H/VC TITLE 5 l pHEARN N•. 69= o •HEA "' APPLICANT: ... L_GT N0. OF OUTLETS 27871 CROSS SECTION VIEW OUTLET TEE DIST. BOX DETAIL y1 _ LIQUID DEPTH TEE DEPTH NOT TO SCALE Land Use C ( BELOW FLOW LINE L(�/ (,/ J(i SEPTIC TANK DETAIL 4 VFT. 14 INCHES N TO SCALE OT 5 FT 19 INCHES 6 FT. 24 INCHES �. i Y<) '/. )// �. wr" �'/' /S FSG L/� 0 f/_D/9 72%f/4_/ Technolo Inc. 7 FT 29 INCHES G� Y9� MUL % /r F ;/l2p CG Hrx2Z 7-1-1 E.<.Gc. .�: % ;tJ 7 8 FT 34 INCHES ioo Ups �,al<< F= n� "� G EL,C/�ic/� ( FORMERLY R. ✓. O'HEARN , /NC. J ! , A, T� k� G A d.%./�/� u,' Engineers - Land Surveyors - Sanitarians /', Ii5 Fc (l/ ',cG �FO/I T/r'C--rar✓,v �EGtr:c�4E/r-r'- Tb aCE 1'4vrMi. cL-<.y (r'-'�;.:, O % w DESIGN CALCULATIONS A k-14 35 ROUTE /34- UNIT 3 - P. O. BOX 237 NUMBER OF BEDROOMS. _ SOUTH N/S� ! /O. A fi4lc/f;n/F� oF" G'. i' /s �'f ';?!,-/FGD = Pv�� T, o. Y E c,H. F� �lrC�,r/� v H DEN MA j GARBAGE DISPOSAL UNIT.... .... NO t • °••+•. REVISioNs v' 4Np Sro7TE T/rG� 1 f (7, /2.2 ��/' 77 (:'G�•lU k/ATFL !� [�k/ CN4AV k_W) ,°°1 °n1ECH1dp�'�° e tel/ ,'` -/> TOTAL ESTIMATED FLOW SE (.� ( GAL/BR./DAY x � DR. ). ..... Y10 GAL./DAY// A L�k%flVL� O� /�' /S 2EQvCe�r f �'oti� ro.Y, •��!ir�, REQUIRED SEPTIC TANK CAPACITY.......... C,0 GAL. .STATE_ T/T[�E y 6'Cj -1-7 (125' EY,-4V4T/O,�/ /A/Gjl1�. NG TE: �a �/ ✓/1T/u t/ •: °5 t LOT /IZ (i' ACTUAL SIZE OF SEPTIC TANK _.• ., ' r) GAL. fi /: SLtf f% } : <1CF.q r•F" I/� (//P'! /5 O�<H- Sr <?pcD IM 1977 I LEREQUIREMENTS /'4WLL._ t -SIDEWALL AREA GAL./S.F/S %/T.!V SeG. 'o•'�s ai°�C<'• *��H....*SSo,'p �E /O'S - uv ,a BOTTOM AREA /"62 GAL./S.F. T 7 R<t OF LEACHING CAPACITY (BOTTOR, t SIDEWALL) GAL. 4 - y / .t - �C,�� (25 r'r<iG/�,l(7_(Z/or(�r•/ ' L9 %�/F r;F 2� . �, DATE: SCALE: RESERVE LEACHING CAPACITTY..... ......... GAL. 5'r /•+GAe DR. BY: � APPD. BY: 71'C.r7-fi/z-_ C!' 7A/1� ''F�/ct ✓•� ss->T._.>� _,,L;',a t t �':_ ! _ �•, �- �`r c/�171 .� ,<� e✓:� .� .; .. , r ,� � a ••-„ _ - JOB NO.; SHEET / OF / />. r9Y;%<'. 1 ,'`e; r n',,fj TG(/t/ OF y'FJ/°L'1U<"i N 7r/ (El % F _ , •.r/ ' - r% <%' r/[6r.j/• ,rfxt/,-:: /..' ;;'r _� ��G/JT Cf G.Ef ;-> DCt&nVN D FORM 9/8/87 O /0 JP t s 0 SEWAGE DISPOSAL SYSTEM % �' /' '/' '" - / �' '� ltt// y %f �'1r ,) FINAL CONTOUR 00 Tx(/-X1-7,nfl IL TEST LOCATION NOT TO SCALE / �1-5 f'('.<=A/ . G),f`> /,/O .CJP.,'S �_..C.1G�i//�` j '.��, „` .r,/ r_.'r} TELEPHONE POLE -O- r, j _CLEAN--QUT--ANLj---II , : �!.! �'f= ;';-- x�i!,',ri'�,r�'" HYDRANT INSPECTION COVEF# k/ GL S�/v D 1 /11/ r✓, TOWN WATER W =_ W / CATCH BASIN e _ (Eg /l, e a-= J z ' GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL I 1V11CONFORM TO :O. E. Q.E.. TITLE 5 AND THE 1 I L - - - - - - - -_ "/'- ''''/i "'GES TOWN OF MF/90_UTN RULES a REGULATIONS ; JAII? 2, 0. y. ,%N cam/ /D/! FOR THE SUBSURFACE DISPOSAL OF SEWAGE \ jI Ii � !` ,? 7 �20 • �/c"0�`� f '✓�// /&v_-/ 2. ALL COVERS TO SANITARY UNITS SHALL 8E BROUGHT TO WITHIN 12 OF FINISHED GRADE I 3.EXISTING AND FINAL GRADES SHALL REMAIN / I I PLAN VIEW ESSENTIALLY THE SAME 1 I 4. NO DETERMINATION HAS BEEN MADE - BY THIS I / oj• < 3 L - - - - - - - _ _ - - - - - 1 OFFICE AS TO COMPLIANCE WITH TOWN i GOT �/> /� r=i ---- — O ZONING REGULATIONS. OWNER/APPLICANT IS G* T— ® Q 0 / © ® TO OBTAIN SUCH DETERMINATION FROM K��0 24" DIA. COVERS ,`, ® Q Q APPROPRIATE AUTHORITY. , 5. THIS PLAN IS VALID IF IT IS STAMPED AND PLAN VIEW I // �/` FRONT VIEW SIDE VIEW SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED FRAMES & COVERS SHALL ON COPIES WHICH DO NOT HAVE ORIGINAL BE SET WITH MASONRY UNITS FLOWDIFFUSOR DETAIL STAMPS AND SIGNATURES / y WHICH ARE TO BE MORTARED IN PLACE 6. ALL COMPONENTS OF, THE SANITARY SYSTEM NOT TO SCALE n; -, '•:a;; ......e... LOADINGBE UNLESS THEY ARE WITHSTANDING WITHIN SHALL INLET o" ° ° 10 FT. OF NDRIVES OR PARKING AREAS: H-20 \ 3 MIN. q OUTLET RE MOVEABLE COVER —'i 6" MIN. OUTLET PIPES LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 2 MIN. AS REQUIRED FLOW LINE 7 SETBACK REQUIREMENTS (MINIMUM) f \ IN. FRONT SIDE REAR. J INLET FLOW b• OUTLET TLET rtir,40�T/%'✓ --� ,LINE _ APPROVED: BOARD OF HEALTH ga�s'x 4 FT. MIN. DATE AG ifa �!' . cPF K �\ �,, OF (Jrt/�✓/� fdfz/ LIQUID ° I 2; 6 i .o EN DEPTH 'I t::\f,. �,, , - [4 Y`• ! \ \ .SHAD/ �. ._ 0`. ° °'an"yM+ T .•" •' \ !�T//1l OUf<�c �,rn'' - 1 �' v['� "�`" NVrrl. PROJECT 40CATION+ t�� �.Y ` t� BC/rii . rTFlLJt •\ \ �\ /INLET TEE PROVIDED >� sJs^°r �PtH Mgrs' T ,/ p n r e'. PER SECTION 15.10.2 �' HARD �� RICHARD `yam LD / ��7 ��AL7A/ %� �H/VC TITLE 5 l pHEARN N•. 69= o •HEA "' APPLICANT: ... L_GT N0. OF OUTLETS 27871 CROSS SECTION VIEW OUTLET TEE DIST. BOX DETAIL y1 _ LIQUID DEPTH TEE DEPTH NOT TO SCALE Land Use C ( BELOW FLOW LINE L(�/ (,/ J(i SEPTIC TANK DETAIL 4 VFT. 14 INCHES N TO SCALE OT 5 FT 19 INCHES 6 FT. 24 INCHES �. i Y<) '/. )// �. wr" �'/' /S FSG L/� 0 f/_D/9 72%f/4_/ Technolo Inc. 7 FT 29 INCHES G� Y9� MUL % /r F ;/l2p CG Hrx2Z 7-1-1 E.<.Gc. .�: % ;tJ 7 8 FT 34 INCHES ioo Ups �,al<< F= n� "� G EL,C/�ic/� ( FORMERLY R. ✓. O'HEARN , /NC. J ! , A, T� k� G A d.%./�/� u,' Engineers - Land Surveyors - Sanitarians /', Ii5 Fc (l/ ',cG �FO/I T/r'C--rar✓,v �EGtr:c�4E/r-r'- Tb aCE 1'4vrMi. cL-<.y (r'-'�;.:, O % w DESIGN CALCULATIONS A k-14 35 ROUTE /34- UNIT 3 - P. O. BOX 237 NUMBER OF BEDROOMS. _ SOUTH N/S� ! /O. A fi4lc/f;n/F� oF" G'. i' /s �'f ';?!,-/FGD = Pv�� T, o. Y E c,H. F� �lrC�,r/� v H DEN MA j GARBAGE DISPOSAL UNIT.... .... NO t • °••+•. REVISioNs v' 4Np Sro7TE T/rG� 1 f (7, /2.2 ��/' 77 (:'G�•lU k/ATFL !� [�k/ CN4AV k_W) ,°°1 °n1ECH1dp�'�° e tel/ ,'` -/> TOTAL ESTIMATED FLOW SE (.� ( GAL/BR./DAY x � DR. ). ..... Y10 GAL./DAY// A L�k%flVL� O� /�' /S 2EQvCe�r f �'oti� ro.Y, •��!ir�, REQUIRED SEPTIC TANK CAPACITY.......... C,0 GAL. .STATE_ T/T[�E y 6'Cj -1-7 (125' EY,-4V4T/O,�/ /A/Gjl1�. NG TE: �a �/ ✓/1T/u t/ •: °5 t LOT /IZ (i' ACTUAL SIZE OF SEPTIC TANK _.• ., ' r) GAL. fi /: SLtf f% } : <1CF.q r•F" I/� (//P'! /5 O�<H- Sr <?pcD IM 1977 I LEREQUIREMENTS /'4WLL._ t -SIDEWALL AREA GAL./S.F/S %/T.!V SeG. 'o•'�s ai°�C<'• *��H....*SSo,'p �E /O'S - uv ,a BOTTOM AREA /"62 GAL./S.F. T 7 R<t OF LEACHING CAPACITY (BOTTOR, t SIDEWALL) GAL. 4 - y / .t - �C,�� (25 r'r<iG/�,l(7_(Z/or(�r•/ ' L9 %�/F r;F 2� . �, DATE: SCALE: RESERVE LEACHING CAPACITTY..... ......... GAL. 5'r /•+GAe DR. BY: � APPD. BY: 71'C.r7-fi/z-_ C!' 7A/1� ''F�/ct ✓•� ss->T._.>� _,,L;',a t t �':_ ! _ �•, �- �`r c/�171 .� ,<� e✓:� .� .; .. , r ,� � a ••-„ _ - JOB NO.; SHEET / OF / />. r9Y;%<'. 1 ,'`e; r n',,fj TG(/t/ OF y'FJ/°L'1U<"i N 7r/ (El % F _ , •.r/ ' - r% <%' r/[6r.j/• ,rfxt/,-:: /..' ;;'r _� ��G/JT Cf G.Ef ;-> DCt&nVN D FORM 9/8/87 O /0 JP t s 0