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I -- — I o , _ / ��� � ♦♦ r Z -- _ I I \ � )> / � \ � Ili � �� � � v o.., ti _ ♦ , A \� — I A� 09 40 01 y • \ /I _ / i / � x Z ''i' v� V ^ , c' `• I t j -� (U , I I I � C].. • CD - 0 O S S 90 – OJ l v y c^ I O N o0 5< r 00 0< oao� N b o o V ) X�xlic� = M CD O n O N rn 900 � V I N N w 7 N N n c� s N N J w O o -,So O p o W w � cn w 0 C4 N -p O � o � O CD z O CD 0 0) z �0 z C �c m z 0 x 0 ,1 rn D z NJ z U) r� D O O O O O O O O 00 c_.J O-) -rte (_n Orn cy� N N N O N CO CO N CTS 4:1 CA W 00 Q0 co O o 0 0 o cr o� o 0 0 04 N O o4 C O O C7 M O n Z z N Z O O O m z z z z O O O n n n I C C C K K : C M M M CC) Ln U) cj� D 1 \ S♦ ,/ 1a 1 1a r'" T Zm •0 COUNTY AMENDMENT RE- SUBMITTAL 06128/10 D C), a� a 0 0 °0 z 7C D �z -ern a coA � 00 �- CD --� 00 Vito cn rn cl) > � O Mr • M"'n A nc°i, 0 �C T A V N T A $ D.p O D D FIN rn A y A y D Cif a J D 0 �^ r �zS W N H C [A� N V T :5 o IM � C LA rn • i � 1 ���.` �� C7 ♦ ♦ ♦ r) rn ■ �♦ 2 430 420 41,T c� P \ -� \ ♦ ` 1 • • -- -\ Opp. Oy \ \ \\ \ \ \ I . 996 -990 096 OL ♦ i C) 1 4 CR4 _� �`_._._ -c _ '9•q0 Ogb \ 4?O\ J' � `-� }�.(`� • 584 ___ b� �d \\ \\ \ \ v ` Z Ofd ♦ / IAL � I O � i 1 i ' � i ! i i � I I' I i � ; � '' � o�� ck" � / �- - - .. • • - o� A py �sd A I� I i al lid, •'C I IP : 1', I I - : �O� cS �� \ I Shad \ A IP in qw CD A {..._ � . -. - . 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I � I I I i � a ,$ i > I ♦ / a �� / / / \ \ I -- i�'\ � \ \ b oer _ � � °1�a • 0 3 /\ I I / \\ �\ -SOY 54 b�0 8[ • ti I lO �N.r r 11�,j �,rl 1 .r r:rlr� �r Iri ir' r ',�. �:> • / a / � \- � ` �� � i 1c I I I I I I I I I 3;aim MIM;Z:z13�� � �;cij n!n:n'n; > s!s y! >�> yc4 ;.o I, -, - ;' Ifs Q !�1 ',n f1 f� i� I i 1t'<D A fP 'N 'A i�p • I I I A �'OIo�{ ;71njAinJ O!I;!O.'�I 7P IN'''!,,a•l ! n ;�'� 7' I �05� I 1 !� IR ; i� IR � ' �� -'- -'o ;, .o iW 3 � ��, � ix ,Q �� i k Ik ° ;3',c 13' 3 f;g, m I i 1 I I I il, I I .n ig'' -? i-g t! to •o, a �.I� n I� ? o' •�' Z' I \ _ I L� y M. , o . coi ;� I�'R i':� 'R ;� 'R o j o to ;R ° R o ' 3 3 "3 ° 9 1 I I' 1 – -1- 1 �' I'° 11 o I� .� it ? 4 ;o ° i, ao'QR Ixl � * O ° g I I � �° � I � i° !O If1 ' I i -S.aO �'� � ��� •I I I lj I' .I ° I I I \ - I I —� I / ' � !R IR :? rlffllt I �q Iq 'c'! �i $13 ; � In;oa � ° ;d is ;° r° la 1, I o ° � o to o� o s ;o r=' III i ! a rT I 1 °DO �;"° ii ` ;n j4.1 IR i$ o; $1. $I to $;�3: :'�; I I - ors - -- �: ■ _ _ _ ° ■ cn I 211 I jM o �'II'i': I(p 1 ffC IX im4i N i is �N�G:� ' .& I 1 j31 I 1R i ( `p I tiP I I� Imo: I l�Oi 1� I��I �� ;j I I I� I 11P I i -� is I m 'iii "• ° 1 • I I I i01�. j j IAI�i ;° .!I° I? I � ;� � � � � �I •� _ "- - I �I �������������� '� � � � —seY � � � I � ��I /� K - ,- - - - I low – - -- — - -- �2 irp o I G "t..4 ';4 4 '1 N''3 : O Q "r'r;�iQlR,r!�'�'�i l...,�:K:r I A� Al�alL.�1„�r.�l a.i . r r't rl . �..�:� tl° 'I m �i Ir r r �' i :r KINIr +�Ir,�q,,: r o r _ f p. AIO.:AiA N A��:NI 4 QiN Q 0� IQi A, A A J -S� �NI1H�1bW �\ oS Q "11 l0 1� T s ��_ T - -4 WI W W w f 'I , WIW iW W I I S13NIlH�1t1W — - - _� to I W C7 A up! W W W W I W W I W i a W W W co W W W I W I W go: W I W W Qi W W W W W_ w•-- I - A j, d 0£B 's o 'I 3JN313LNIVr 4 _ 1 ♦ I I 1 I -_ I / - - - -� � \P /L Q W. w o I L —oos- i�i ' I I� I �� ■ i I 1 1 /l 584 Its," I , 3 p I! 3 nI Cp- ji " i I A l I I 1 i 1 I= '' , � I I O. i I, I ' � I '. I -- — I o , _ / ��� � ♦♦ r Z -- _ I I \ � )> / � \ � Ili � �� � � v o.., ti _ ♦ , A \� — I A� 09 40 01 y • \ /I _ / i / � x Z ''i' v� V ^ , c' `• I t j -� (U , I I I � C].. • CD - 0 O S S 90 – OJ l v y c^ I O N o0 5< r 00 0< oao� N b o o V ) X�xlic� = M CD O n O N rn 900 � V I N N w 7 N N n c� s N N J w O o -,So O p o W w � cn w 0 C4 N -p O � o � O CD z O CD 0 0) z �0 z C �c m z 0 x 0 ,1 rn D z NJ z U) r� D O O O O O O O O 00 c_.J O-) -rte (_n Orn cy� N N N O N CO CO N CTS 4:1 CA W 00 Q0 co O o 0 0 o cr o� o 0 0 04 N O o4 C O O C7 M O n Z z N Z O O O m z z z z O O O n n n I C C C K K : C M M M CC) Ln U) cj� D 1 \ S♦ ,/ 1a 1 1a r'" T Zm •0 COUNTY AMENDMENT RE- SUBMITTAL 06128/10 D C), a� a 0 0 °0 z 7C D �z -ern a coA � 00 �- CD --� 00 Vito cn rn cl) > � O Mr • M"'n W N H C [A� N V T :5 o IM � C LA rn • i � 1 ���.` �� C7 ♦ ♦ ♦ r) rn ■ �♦ 2 430 420 41,T c� P \ -� \ ♦ ` 1 • • -- -\ Opp. Oy \ \ \\ \ \ \ I . 996 -990 096 OL ♦ i C) 1 4 CR4 _� �`_._._ -c _ '9•q0 Ogb \ 4?O\ J' � `-� }�.(`� • 584 ___ b� �d \\ \\ \ \ v ` Z Ofd ♦ / IAL � I O � i 1 i ' � i ! i i � I I' I i � ; � '' � o�� ck" � / �- - - .. • • - o� A py �sd A I� I i al lid, •'C I IP : 1', I I - : �O� cS �� \ I Shad \ A IP in qw CD A {..._ � . -. - . 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I � I I I i � a ,$ i > I ♦ / a �� / / / \ \ I -- i�'\ � \ \ b oer _ � � °1�a • 0 3 /\ I I / \\ �\ -SOY 54 b�0 8[ • ti I lO �N.r r 11�,j �,rl 1 .r r:rlr� �r Iri ir' r ',�. �:> • / a / � \- � ` �� � i 1c I I I I I I I I I 3;aim MIM;Z:z13�� � �;cij n!n:n'n; > s!s y! >�> yc4 ;.o I, -, - ;' Ifs Q !�1 ',n f1 f� i� I i 1t'<D A fP 'N 'A i�p • I I I A �'OIo�{ ;71njAinJ O!I;!O.'�I 7P IN'''!,,a•l ! n ;�'� 7' I �05� I 1 !� IR ; i� IR � ' �� -'- -'o ;, .o iW 3 � ��, � ix ,Q �� i k Ik ° ;3',c 13' 3 f;g, m I i 1 I I I il, I I .n ig'' -? i-g t! to •o, a �.I� n I� ? o' •�' Z' I \ _ I L� y M. , o . coi ;� I�'R i':� 'R ;� 'R o j o to ;R ° R o ' 3 3 "3 ° 9 1 I I' 1 – -1- 1 �' I'° 11 o I� .� it ? 4 ;o ° i, ao'QR Ixl � * O ° g I I � �° � I � i° !O If1 ' I i -S.aO �'� � ��� •I I I lj I' .I ° I I I \ - I I —� I / ' � !R IR :? rlffllt I �q Iq 'c'! �i $13 ; � In;oa � ° ;d is ;° r° la 1, I o ° � o to o� o s ;o r=' III i ! a rT I 1 °DO �;"° ii ` ;n j4.1 IR i$ o; $1. $I to $;�3: :'�; I I - ors - -- �: ■ _ _ _ ° ■ cn I 211 I jM o �'II'i': I(p 1 ffC IX im4i N i is �N�G:� ' .& I 1 j31 I 1R i ( `p I tiP I I� Imo: I l�Oi 1� I��I �� ;j I I I� I 11P I i -� is I m 'iii "• ° 1 • I I I i01�. j j IAI�i ;° .!I° I? I � ;� � � � � �I •� _ "- - I �I �������������� '� � � � —seY � � � I � ��I /� K - ,- - - - I low – - -- — - -- �2 irp o I G "t..4 ';4 4 '1 N''3 : O Q "r'r;�iQlR,r!�'�'�i l...,�:K:r I A� Al�alL.�1„�r.�l a.i . r r't rl . �..�:� tl° 'I m �i Ir r r �' i :r KINIr +�Ir,�q,,: r o r _ f p. AIO.:AiA N A��:NI 4 QiN Q 0� IQi A, A A J -S� �NI1H�1bW �\ oS Q "11 l0 1� T s ��_ T - -4 WI W W w f 'I , WIW iW W I I S13NIlH�1t1W — - - _� to I W C7 A up! W W W W I W W I W i a W W W co W W W I W I W go: W I W W Qi W W W W W_ w•-- I - A j, d 0£B 's o 'I 3JN313LNIVr 4 _ 1 ♦ I I 1 I -_ I / - - - -� � \P /L Q W. w o I L —oos- i�i ' I I� I �� ■ i I 1 1 /l 584 Its," I , 3 p I! 3 nI Cp- ji " i I A l I I 1 i 1 I= '' , � I I O. i I, I ' � I '. I -- — I o , _ / ��� � ♦♦ r Z -- _ I I \ � )> / � \ � Ili � �� � � v o.., ti _ ♦ , A \� — I A� 09 40 01 y • \ /I _ / i / � x Z ''i' v� V ^ , c' `• I t j -� (U , I I I � C].. • CD - 0 O S S 90 – OJ l v y c^ I O N o0 5< r 00 0< oao� N b o o V ) X�xlic� = M CD O n O N rn 900 � V I N N w 7 N N n c� s N N J w O o -,So O p o W w � cn w 0 C4 N -p O � o � O CD z O CD 0 0) z �0 z C �c m z 0 x 0 ,1 rn D z NJ z U) r� D O O O O O O O O 00 c_.J O-) -rte (_n Orn cy� N N N O N CO CO N CTS 4:1 CA W 00 Q0 co O o 0 0 o cr o� o 0 0 04 N O o4 C O O C7 M O n Z z N Z O O O m z z z z O O O n n n I C C C K K : C M M M CC) Ln U) cj� D 1 \ S♦ ,/ 1a 1 1a r'" T Zm •0 COUNTY AMENDMENT RE- SUBMITTAL 06128/10 D C), a� a 0 0 °0 z 7C D �z -ern a coA � 00 �- CD --� 00 Vito cn rn cl) > � O Mr • M"'n LA rn • i � 1 ���.` �� C7 ♦ ♦ ♦ r) rn ■ �♦ 2 430 420 41,T c� P \ -� \ ♦ ` 1 • • -- -\ Opp. Oy \ \ \\ \ \ \ I . 996 -990 096 OL ♦ i C) 1 4 CR4 _� �`_._._ -c _ '9•q0 Ogb \ 4?O\ J' � `-� }�.(`� • 584 ___ b� �d \\ \\ \ \ v ` Z Ofd ♦ / IAL � I O � i 1 i ' � i ! i i � I I' I i � ; � '' � o�� ck" � / �- - - .. • • - o� A py �sd A I� I i al lid, •'C I IP : 1', I I - : �O� cS �� \ I Shad \ A IP in qw CD A {..._ � . -. - . 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I PLANTING SOIL =1 11= 12" LOW PROFILE ADAPTER =1 I 1 =1 I 1 =_— UNIVERSAL OUTLET I I III —III- -I 6" SOLID RISER PIPE SEWER AND DRAIN TEE SOLID DRAIN PIPE PIPE INVERT ELEVATION CRUSHED STONE BEDDING AREA DRAIN SECTION - INLINE (SQUARE GRATE w/ ADAPTER 1 -1 /2" = 1' -0" V-8" 3/8' RADIUS EASED EDGE 20 "x24 "x72" SOLID SANDSTONE BLOCK / WITH SANDBLASTED FINISH 1 ' -6" (4) #5 X Y -0" BARS DRILLED IN HILTI HIT HY ADHESIVE ��� EACH END. USE 4 BARS FOR EACH STONE BLOCK 1" MORTAR SETTING BED 8 X 8 X 16 CMU. FILL CELLS WITH GROUT - COMPACTED SUBGRADE lt, Doi t Il _ CONCRETE FOOTING W/ #4 REBAR II ll l SPACED 1' -4" O.C. ail li d Tri �d d SANDSTONE BENCH SECTION SCALE: 1" = 1' -0" ISOLATION JOINT PAVEMENT -TT- 11-01, EACH WAY #3 NOSING BAR CONT. CONCRETE STAIR (SPECIFY) COMPACTED SUBGRADE - CHEEK WALL BEYOND 11" (2) #4 REBAR CONTINUOUS CONCRETE STAIR SECTION WITH SLOPED CHEEK WALL SCALE: 1" = 1' -0" PATH OR PAVED COURTYARD 1/2" RADIUS (TYP.) BENCH K TRASH CAN HS - L HS -14 14 CONCRETE PAD ° d d ° d a ° 4 ° ° d Z° °d d EQ. d ad ° d ° ° ed d 3-6" EQ. , °° BENCH / TRASH PLAN ENLARGEMENT SCALE: 1" = 1' -0" HANDRAIL, TYP. SEE ARCH. DRAWINGS PAVEMENT KahlerSlater Martha Jefferson Hospital IlMa"tthews DEVELOPMENT COMPANY GLC NELSON 1X B Y R D '101Z.i; WOLTZ L A N D S C A P E ARCHITECTS H z W J � Q ZI~-� W � 00 Q m N (A O Z w O (m) 06/28/10 COUNTY AMENDMENT RE— SUBMITTAL 06/03/10 BID PACKAGE 13 05/24/10 90% CONSTRUCTION DOCUMENTS 04/15/10 PROGRESS SET 06/22/09 BID PACKAGE 9 03/19/09 95% CONSTRUCTION DOCUMENTS 08/29/08 30% CONSTRUCTION DOCUMENTS SEAL: .T$ WARREN T. BYRM No. 0406000 217 pB AR_ ..� KEY PLAN: PLAN NORTH TRUE NORTH NTS Martha Jefferson Hospital Project No. 206100.01 Sheet Title HARDSCAPE IMPROVEMENT DETAILS Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 44 E Mifflin Street, Madison, Wisconsin 53703 Telephone 608.283.6300 Fax 608.283.6317 Sheet No. HS -12 w Cc COIF CONCRETE STAIR - LONGITUDINAL SECTION LE: 1/4" = 1' -0" SLOPE TO DRAIN 12" GALVANIZED STEEL SQUARE -$ 3/8' RADIUS EASED EDGE GRATE 20 "x24 "x72" SOLID SANDSTONE BLOCK WITH SANDBLASTED FINISH V-6„ (4) #5 X V -0" BARS DRILLED IN HILTI HIT HY ADHESIVE SLOPE TO DRAIN EACH END. USE 4 BARS FOR EACH STONE BLOCK _ 1" MORTAR SETTING BED I_ PLANTING SOIL - -11I -1 - =1 11= 12" LOW PROFILE ADAPTER I �_ ' ; 1 _ I 8 X 8 X 16 CMU. FILL CELLS WITH GROUT UNIVERSAL OUTLET � ; � � 1117 III -I I 1 =11 I; ; COMPACTED SUBGRADE 1 11 1 =1 I I =I 11= 6" SOLID RISER PIPE _ _ CONCRETE FOOTING W/ #4 REBAR SEWER AND DRAIN TEE I I� lil' it I SPACED 1' -4" O.C. SOLID DRAIN PIPE F1 I —nom PIPE INVERT ELEVATION _ — - -_ - CRUSHED STONE BEDDING AREA DRAIN SECTION - INLINE (SQUARE GRATE w/ ADAPTER SCALE: 1 -1 /2" = Y -0" SANDSTONE BENCH SECTION LE: 1" = 1'-0" B' S -12 ISOLATIION JOINT PAVEMENT -1"*,-F- 1' -0" EACH WAY #3 NOSING BAR CONT. CONCRETE STAIR (SPECIFY) COMPACTED SUBGRADE — CHEEK WALL BEYOND 11" (2) #4 REBAR CONTINUOUS CONCRETE STAIR SECTION WITH SLOPED CHEEK WALL SCALE: 1" = 1' -0" PATH OR PAVED COURTYARD —� 1/2" RADIUS (TYP.) 81t 8" BELCH / TRASH PLAN ENLARGEMENT I" = 1'_0 " 0 DIA. HANDRAIL, TYP. SEE ARCH. DRAWINGS PAVEMENT KahlerSlater Martha Jefferson xoSP;tat IlMalf hews DFVFLOAMF•.NT COMPANY I:LC NELSON B Y R D WOLTZ LANDSCAPE ARCHITECTS H z w 0 z w z O U J Q m w 00 N CO O 06/28/10 COUNTY AMENDMENT RE- SUBMITTAL 06/03/10 BID PACKAGE 13 05/24/10 90% CONSTRUCTION DOCUMENTS 04/15/10 PROGRESS SET 06/22/09 BID PACKAGE 9 03/19/09 95% CONSTRUCTION DOCUMENTS 08/29/08 30% CONSTRUCTION DOCUMENTS SEAL: ,T$ WARREN T. BYR MR. No. 04MM 217 A �sl� R_ KEY PLAN: PLAN NORTH TRUE NORTH NTS Martha Jefferson Hospital Project No. 206100.01 Sheet Title HARDSCAPE IMPROVEMENT DETAILS Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 44 E Mifflin Street, Madison, Wisconsin 53703 Telephone 608.283.6300 Fax 608.283.6317 Sheet Igo. HS -12