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HomeMy WebLinkAboutFirst Church of Christ Scientists (Exterior) S 192-00EXIST ,rANITa�y .r./M.41 N.w•.c0i�N1r7, N1.1/4. ' SEG. 5-T17N-7,46 INVEKT' 74g.$4',PIPE INV `7G9.03' E.116 th ST. �.�. ,/'g2'6" JrP e 0.4.0 0/,,(M) 713, 44' ` EX4moNIE M•II .s M6 NG. Y>aLT r -- N w5 K.O,w, T EA,JT WATEI, VxLYE V 8 T:C.-"174.3 ' IKv. - 79.4' �� �xIST w4TE VhLv)r � AKD �IR1r Iay��,nNT I Y1t hTE►� METSP,J U Lv t MST, POWEV) (SOLE � w i t �pp�OX LoGaTIt�NS � � YALVE: .� GAI Mh,RKE� _ . � a ' 1h(L DBL, C4E4K 84cKFLOw ?P) VEx-IoN ,�' N ET �f ' 1 ct I J a R0 OSItD 15,0 S MT . s�.7►vI�•, Ve LIS TO ( ( W I5/Pi� 0 9 0S S D ST( EXIST °oa o0 -NEENAH R-2561 OR EQUAL Y T. C. E( EV. •a , . :i. 2' WEEP HOLES r 412 STONE J k 1 A -. !• iu •` ,Ilett •k! CrA CrA Or .► i sO1 Lf ( JITE = Cr A, Mm A � S! TE- 777.00 LATERAL CONNECTION TO CLEANOUT a .. :. 1 I (THREE FEET) OF 7W FOUNDATION WALL. IN OR INY. -7t°4. o ��� ` ' t • �j A% CcA'" ir=�ll �' ,- IN RIGID Oct 2 Tg r •� t a I �ImA < `s = Mndl2 • { ( _- ,. . _- + 0' 1131q / I a a • 4'514' (typ') � t F. B" PVC PIPE N o " CIA �•� "'� 3 e' °0.+ ' 1 A -. !• iu •` ,Ilett •k! CrA CrA Or .► i sO1 Lf ( JITE = Cr A, Mm A � EX1 ST, M.4. -T,6,-74 9.30• �� NOTE: 777.00 LATERAL CONNECTION TO CLEANOUT a STRUCTURE TO BE WTH!N 3.0' I (THREE FEET) OF 7W FOUNDATION WALL. IN OR INY. -7t°4. o ��� ` �, _-� CLEANOUT PLUG k ADAPTER CL) --IDE RADE • �j - i. ir=�ll �' ,- IN RIGID EX1 ST, M.4. -T,6,-74 9.30• �� a 777.00 '►� �,, a r �, NT_, �i , � INY. -7t°4. o ��� ` �, _-� ■ ■ ■ ! ■ r ■ ■ �17� 2� `GOrtG WALy,S ` 774,70 ` - i. ir=�ll �' ,- IN RIGID a m � 6 \` \� ► \ { ( _- ,. . _- + 0' 1131q / I a a • 4'514' (typ') � t F. B" PVC PIPE N o ■■■■■■■■ Q Rha �•� "'� 3 e' °0.+ 7' f;i6W ��AT GP,nY': OVER 6X• INLET 0000000,00 d mc I+ 000000000 t� V ,• EXT 7 �« Q L A. tc 000000000 00. 20.0 10.67 NrAG ?�. G7 10.0' 12•12.t� � EX III• (�" G :' a, , ► VAR. PTFE SIZE , Y ' ^ 1/8 BEND STREET .4 G < O 4- -�-� CD / (j l.�'�' rr f 7%3fri \ O :i, ►.:�•'► ,, . `r la" MAX. w t5• WYE STREET (6'x6-) 4 U 7 �2 71GP \ x•33 /o, S �i X74 2 INDaw w LL - r /:' �i 77} 3 i I - ; ► .•, . •. r ... • •'.. . BENDS AS REQUIRED 8 PIPE �LIt G.G.S•S. (A E T �Xx 3'9 Z4' AAII UP / GONG,! GtiTTPK r 4'-0' SO. CONC. BASE---{ ( SEWER LATERAL) } --O, ., (1) LINE 0.116' PIPE MESH W.W.F. 1 a� l PROPOSED BLDG � � p �f � � (MAX) !NLG 772p T I (Otltcp, I.I:YvaA1NTOP='7GG.2S� \� �� \'� EARTH DITCH INLET ?74.I D � TYPICAL CLEANOUT SECTIO' INV, �NC. S rDJ DN 7 \3 ,7 1ELr 1744 (NO SCALE) TYPE I (NO SCALE)zIM !I I. �1I II r G ENT. TELE.PU. JEAV ENT. GAS METE+�, 774.67` 5x24 RAMR lid '` G G PLA .x 4.7?S,4o' rf�' .A .SIGIII A6E � f` jtdNG• WALE I +7 ;.-o a ` 1 0 FRAME' AND 4% R PppR��E/' r CONCRETE SEE SPECS C ✓i 4���AN-12 MSG B 1YL RUBBER B% E EXTERIOR BACKP_-• -3TER MATERIAL. 7/4 16' 127MAX I MIN. THICKNESS FRCM 2" BELOW )OP OF CONE TO CA577NG, PER SpfcS. ECCEN RSC CONE SECTION • 1 LINE OF .24' i NOTE: MANN _E STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STF_!' REINFORCING OR Z° AN APPROVED NON-CORROSIV- FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE aM NHOLE TO CONFORM REQUIREMENTS OF ASTM D-4'.71 REINFORCED WrTH 16' I _I T ASTM C-478 DEFORMED 3/8 INCH.(MIN) DIAMETER REINFORCING 32 NT TO CONFORM '' STEEL CONFORMING TO THE REOUIRMENTS OF OR ITO ASTM C-443 ASTM A-615, GRADE 60 < -I PRECAST CONCRETE SECTIONS O-RING GASKET BETWEEN ALL RISER AND CONE - - SECTIONS, PLUS ' /?• EXTRUDABLE GASKET 4' DIA ME R (KED✓T SEAL OR EQUAL) FILL 4C I fit�ooNc � j 1 'f BARS -12. O. C. 90 TY, WA ;5 STANDARD - MANHOLE DETAIL PIPE SIZES 6"-24" (NO SCALE) x o Y I - -- yttN DDri wFrLU r t / , . f 4 i r �' 1'-H.A.C. SURFACE I 774.4. !r' 1b ,7 2"-H.A.C. BINDER DI1( `�p, 1(I )I II II "74.0�".;f'' ' I ►i' �+' 173,Rd,. ` : L . -�s 3 STONE E 7 First -,Church of .Christ scientist "' MST, GUh1161 EE WEDNESDAY �EAVICE 00:00 ;sU14GAY S€Rv!CE 00:011773.93 ,4i i + 7f .00 ftA4Y�D � N6� SUNDAY SrNOal oo:oo j��.,>tHo ROOM oo:oD-oo:ot. 4--#2 STONE f5 �,� GU7i6 GUTS .---.Au ARE rveLcoME `prrm I I 1 � ( I I I ) r I ��- � ' �• COMPACTED SUBGRADE .2 I �7?.ss , �a3:8o +774, ASPH,AL T PA V/NG SECTION 770.96 9,0 J,o O C� /,` — T, + v4 -&s >� calk. c11NAS �' 609 4UTT E� _ ON ,SITE PAVEMENT N OT 1; FIRE Sar, SYS, ,'� (NO SCALE) D � + D , Tt � SIAMESE � © '�74, 3 �; 77 4, 1 � � � G i'1 JJ � � Il I � i ,s• TOP of cu�,5 �I.>ry F7,oM ti I D" ' CoKK>sGTiON 7,AM4S, / 1 ZACA N401115 ON E4C1± /-1 `73 9� tQ� mIYE• SUgJEc,Y To GI S GAihM>✓L SIGN OBD, LIGFI�`lNt� STOMA WATER VIETEN110 ; INLE.T T.G,-7'11,4 '�j 4� P0KTED v�vtIITS LINES � Ty / SIDE Of DRIVE ISLE SuAL 773 So' I I r+ I►+V,169,70'�t i ( �"� -Y -- _ � DETAILS. a 11 b M ITT 6,D r09, A P Pix, 0y A L DE 0.75 A64VE OP PA7,KlhtG SAt�I.l,ao 74. D T,GI►( 10 1I773,45 9 731I ,70 TO 0 773. 56LEV. ANS TOO 4 4 AT END , '• i 773, 70 1 D I I I I 1774Sr /% `1 , 7f I.2 S r 4 Z -. �? i „ 10(1 -�. I PCtiR - - r d OF •+ . '1N `y' :_`- -___ _ - v __r ; M nuc ISE ttQ eu2B tNY- 773.20 o •• / Y yp y .� o p , N / I f �f s II i� �R • �iy►arOY � l jIP • �� f �. EXIST D7,1�1NbGit SWn�E j AVL,�f I I J C D 0 L ` n �a tvs Rs _ E �, �ANs�oN Jo1N OCUR o it ti �T14ANS'✓' i:'' -E C(11V �`RACTION Job TSA©F CURB 'ti, - e '171. �o 772.17 772, 41 r' ' 773,12 -X NOAT{I EDG>~ of SGµ00L Df�1116,WAY SITE PLAN P7,OJ E GT J U M IA A N y aE�EAs�� ��� 1� 6, 4`4 A6, ( Z 4 2 . 8S Subject o►� ��►� •f 2, 6UILDING FOOT;�7,INT, INCL. FN-ehT P0i'1CA = 2791. 47 � � A� r� 1 ' I, a,OUND GOV B6A CE! PAVE MT2' WA LKS A iZ,3� x 2o$ty pa ALL WALV, TO °)E 48 4, CirOF CA 4.) "Z4 PAFtiKI NG JPA ( 9 b) a� 7 AVE 5.) JEATING GAP - 80 ,��• J ,�' I }„ 0 ti �i C _ • .dit ■ ■ ■ ! ■ r ■ ■ OLa J.1 ca Q Z Q a m � Z CM) 000000000 N o ■■■■■■■■ Q Rha 1 ♦-. 41c 0000000,00 d mc I+ 000000000 t� V E z- 000000000 L tc 000000000 00. o -04) N •►i C -a- vl N La �.) VP OF P)Aof 1`01)41✓ (STEEPLE NOT MCI. :506,&7 .�4LAI -' _ I , d 0,,.,, IN - WhTEN r) EXIST bUJA'61/ HEDGE, 12) EXIST. TI EF -1 2) :S'ANITANY JENiEK� b B) LAND1GApE geD 13) (PAePPSsD •J4habSERy �1C400C.Lj 1T C�� v (xto e-SAAR 3). AS 9011SE SEW EA G, - ---__-_-- 4) E -T- ELE61./PHONE. SEE, 9) 9b" u1Gu bt?)M „ 14) P;tOP, SJED PINE TNF S) E EXIST. ELECT SEEN It) 0 LIiM P POST • S' POST LVAP 1 100 W IN641'I)ES G Sll7,'r.FQh&4 ? D►AFICT. It) dw �F)EA LIGt<j- le' POLI~,250w.M.i, W/TYPE "3'D1fTfdb.,�,OUSE.SIDE CUT>Off,01 44Alh,c SP 4EH. NOTS` .• NO EXTERN AL 7RnJ A GONTA IN 11 411 !✓LEY. IMIDE JITE ANE. PPIOPdJED • 7,00 D�,faiNAGE :pas ITIV6 Dr�l�lht TO PA'�,�,I"tG �'URP'1�GE ,.. - EXTEA, kVA( TO 46 SGIs,EEKED 6y 46'NI4k SIA OTA GED>AfIDOW 501t T-ENCE Sr -I DETAIL'TUJS Stn. I1 ; 6&deZtr6 14611ftL,L-15C bd IRt.L.• . �xT>:7,. LIGkTING To uAY>r 0,1 >:00tGQNOL>: MAX.LIGNT GOVEIGE@ IAT .NE�,7,ESI p�oP� I1EI71b 6f►�L�T �I��Iu(�E , WNTF,QeT,19 To PMxr-01,m h A "TSS.t eN S6WE0� LIME INSTALLATION �r 1NTV,kc'r,4 P-4 Tr Voir-y 4LL 4PP14ICA6LE W D E 4 DIN ANCES_ EP, NEIR VIOhA _. Topsoil 1--H.A.C.' SURFACE //X/7'17ii% 3* H.A.C. OMER 4--i1L53 STONE 1 L=1 it a,l 1,1 COMPACTED SUBrPA"I ASPHAL T PA V/NG r'_ C7/ON WITHIN fR/W (No SCALE) l8" R I S�OPE 714 " IFT 2"-#5,3 stone 111'2 stone Subgrode CONCRETE CURB & CU TTCR 3 ,�' I }„ 0 ti C _ • .dit OLa J.1 ca Q Z Q a m � Z CM) N o Q Rha Z Q ♦-. 41c z d mc I+ am t� V E z- L L tc m 00. 3 ,�' 4••��ydgli° }„ 0 _ • .dit M rD J.1 �A 4 4. - M m � sheet S1 m a v E `i 2 v C Sr m � ,�' ';P r•1 t'n to M 0 r� V 0 J.1 VI 4. - M m � CM) C 0 L 41c mc am t� z- L tc m 00. o -04) N •►i C -a- vl N La i r- n a 3 .4 G < O C !V m d H sheet S1 m a v E `i 2 v C Sr m � r� V r� L CM) L mc am t� L tc m 00. sheet S1 m a v E `i 2 v C Sr m �