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Martha Jefferson Hospital
459 Locust Avenue
Charlottesville, VA 22902
P: 434-982-7000
P: 800-633-6353 (tall free)
F: 434-982-7324
www.morthojefferson.org
Owner Representative
Matthews Development Company LLC
One Boar's Head Pointe
Charlottesville, VA 22903
P: 434-972-7764
F: 434-972-7769
www.mothewsdevelop.com
January 28, 2008
Revised May 23, 2008
Revised August 8, 2008
Revised August 26, 2008
Revised September 8, 2008
FINAL COUNTY SITE PLAN REVIEW RESUBMITTAL
Martha
Jefferson Hospital
Kahler Slater Architects
111 West Wisconsin Avenue
Milwaukee, WI 53203
P: 414-272-2000
F: 414-272-2001
www.kohlersloter.com
Peter Jefferson Place, Rivanna Magisterial District
Albemarle County, Virginia
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Structural Engineers
Graef, Anhalt, Schloemer & Assoc.
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
Milwaukee, WI 53214
P: 414-259-1500
F 414-259-0037
www.gosal.com
VICINITY MAP
Scale: 1 " = 2000'
Mechanical, Plumbing, Electrical, and Fns
Protection Engineers Civil and Traffic
Ring & DuChateau Graef, Anhalt, Schloemer & Assoc.
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
Milwaukee, WI 53214
P: 414-259-1500
F: 414-259-0037
www,gosoi.com
10101 Innovation Drive, Suite 200
Milwaukee, WI 53226
P: 414-778-1700
F: 414-778-2360
www.ringdu.com
Rummel, Klepper & Kahl, LLP
801 East Main Street, Suite 1000
Richmond, VA 23219
P: 804-782-1903
P: 800-510-4755 (loll free)
F: 804-782-2142
www.rkkengineers.com
LandscapeArrhitecls
Hughes, Good, O'Leary and Ryan
6 Executive Park Drive, Suite 300
Atlanta, GA 30329
P: 404-248-1960
E 404-248-1092
www.hgor.com
KahlerSlater
Martha
Jefferson xol
JIMalfhewsl
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One Honey Creek Corporate Center
225 South 84th Street, Suite 407
GRAEF Milwaukee, W. 53214-1470
ANHALT TEL 424-259-2500
SCHLOEMER
and Assoetatet Inc. FAX 414-25941037
Rummel, Klepper & Kahl, LLP
ConsaltingEngineers
PANEL:
Ablemade County Planning Department: r � `;* •Ob
Ablemade County Zoning Department: f 19.08
September 8, 2008 County Final Site Plan Final
Ablemade County Engineering Department: 9 Submittol
Ablemade County Building Olfidal: August 26, 2008 Final County Site Plan Resubmittal
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Ablemade County Fire Chief:
August 8, 2008 Final County Site Plan Resubmittal
06
Ablemade County Service Authority: �({�(�g/„/o� Martha Jefferson Hospital
Virginia Department of Transportation:
Other.
4,i 3t
SEP 10 2808
Construction Manager
M.A. Mortenson Company
17975 West Sarah Lane
Brookfield, WI 53045
P: 262-879-2500
F: 262-879-2510
www.mortenson.com
or'v'` As.
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2061 10.01
Sheet Title
Cover Sheet
Copyright Kohler Slater Architects. Inc. 2008
111 West Wisconsin Avenue, Milwaukee. Wisconsin 53203
Telephone 414.272.2000 Far 414.272.2001
110 King Street, Madison, Wisconsin 53703
Telephone 608.283.6300 Faa 508.283.6317
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08/08/08
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Project No.
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111 West Wmeonsin Avenue, Wil•cukee. Wisconsin 53203
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05/23/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
03/31/08 AR8 FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
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SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY
TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER
APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT
REFLECT CURRENT CONDITIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER
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Project No.
20060001.100
Sheet Title
SOUTHWEST EXISTING
CONDITIONS SURVEY
Copyright Kohler Slater Architects. Inc. 2008
Ill West Wisconsin Avenue. uil.oukee. Wiraansin 53203
Telephone 414.272.2000 Foe 414.272.2001
110 King Street. Madison, Wacorein 53703
Telephone 606.283.6300 Fo. 606.263.6317
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Matthews
/ DEVFMIPAIT.NT C(7NPANY II.0
eOne Honey Creek Corporate Center
p 125 South 84th Street, Suite 401
\ GRAEF Milwaukee, WI. 53214-1470
ANHALT 414-259-1500
SCHLOEMER
\\ and Assoelaw Ise. FAX 259-0037
_ f Rummel, Klepper & Kahl, Tir
Concrr71 irrg F, ngineers
I
1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS
OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE,
914
MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN
11
SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED
and �p
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111 West Wisconsin Avenue. Wleaukee, Wisconsin 53203
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KahlerSlater
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Jefferson Hospital
Matthews
/ DEVFMIPAIT.NT C(7NPANY II.0
eOne Honey Creek Corporate Center
p 125 South 84th Street, Suite 401
\ GRAEF Milwaukee, WI. 53214-1470
ANHALT 414-259-1500
SCHLOEMER
\\ and Assoelaw Ise. FAX 259-0037
_ f Rummel, Klepper & Kahl, Tir
Concrr71 irrg F, ngineers
I
1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS
OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE,
914
MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN
11
SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED
LU
TOM LINCOLN SURVEYS IN FEBRUARY OF 1993• WITH UPDATES
PER
Project No.
O
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REFLECT CURRENT CONDITIONS.
20060001.10G��
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CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER
LL.
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BY THE N.C.S. OF THE N.O.A.A.
Copyright Kohler Slater Architects. Inc. 21108
O
111 West Wisconsin Avenue. Wleaukee, Wisconsin 53203
Tebplpre 414.272.2000 Fax 414.272.2001
09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
08/08/08 COUNTY FINAL SITE PIAN RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE PIAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
07/27/07 SCHEMATIC DESIGN PRICING PACKAGE
12/29/06 PRELIMINARY SITE PLAN SUBMITTAL
/ SEAL:
1
JOHN T. McCAMM
LIC. NO.43280
KEY PLAN:
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NTS
i
Martha Jefferson Hospital
GENERAL NOTES
1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS
OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE,
914
MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN
THE
SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED
BY
TOM LINCOLN SURVEYS IN FEBRUARY OF 1993• WITH UPDATES
PER
Project No.
APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY
NOT
REFLECT CURRENT CONDITIONS.
20060001.10G��
J
Sheet Title
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER
SOUTHEAST EXISTING
OWN SATISFACTION.
CONDITIONS SURVEY
3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED
BY THE N.C.S. OF THE N.O.A.A.
Copyright Kohler Slater Architects. Inc. 21108
111 West Wisconsin Avenue. Wleaukee, Wisconsin 53203
Tebplpre 414.272.2000 Fax 414.272.2001
110 King Street, aodixun. Wisconsin 53703
Tekphone 608.293.6300 Fax 608.283.6317
Sheet No.
C005
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GENERAL NOTES
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FOR PAVING PLANS, C500 FOR STORM SEWER PLANS AND
STORMSEWERWPTER LANS�GC700TDRAWINGSRFORG DRAWINGS SANITARY
2. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY
LOCATION AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES
ONLY. LAYOUT AND GRADING SHOWN ON THESE PLANS ARE TO
THE PROPOSED RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL
ENTRANCE DRIVES.
3, THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS
OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914
MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN THE
SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY
TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER
APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT
REFLECT= CURRENT CONDITIONS.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER
OWN SATISFACTION. 0
5. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED
BY THE N.C.S. OF THE N.OAA
6. BUMPER BLOACKS SHALL BE PLACED IN ALL PARKING STALLS
/ c ADJACENTENTT TO SIDEWALKS. LEGEND
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Matthews
A
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, VIII. 53214-1470
ANHALT 414-259-1500
SCHLOEMER
and Associates Inc. FAX 259-0037
Rummel, Klepper & Kahl. LLP
Conmdtiing Engineers
� l3
UJ
PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE
I—
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05/23/08 COUNTY FINAL SITE
PLAN RE -SUBMITTAL
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03/07/08 BID PACKAGE 2
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07/27/07 SCHEMATIC DESIGN
PRICING PACKAGE
12/29/06 PRELIMINARY SITE PIAN SUBMITTAL
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PROPOSED SEGMENTED
RETAINING WALL W/HANDRAIL
SEE DETAIQ
1
CBW
GENERAL NOTES
1. SEE C300 DRAWINGS FOR GRADING PLANS, C400 DRAWINGS
FOR PAVING PLANS, C500 FOR STORM SEWER PLANS AND
STORMSEWERWPTER LANS�GC700TDRAWINGSRFORG DRAWINGS SANITARY
2. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY
LOCATION AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES
ONLY. LAYOUT AND GRADING SHOWN ON THESE PLANS ARE TO
THE PROPOSED RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL
ENTRANCE DRIVES.
3, THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS
OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914
MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN THE
SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY
TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER
APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT
REFLECT= CURRENT CONDITIONS.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER
OWN SATISFACTION. 0
5. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED
BY THE N.C.S. OF THE N.OAA
6. BUMPER BLOACKS SHALL BE PLACED IN ALL PARKING STALLS
/ c ADJACENTENTT TO SIDEWALKS. LEGEND
v -DOT CG -2 CURB &GUTTER e
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// / L
DUiPATIE-.NT CARE CENTER
KahlerSlater
Martha
Jefferson Hospital
Matthews
A
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, VIII. 53214-1470
ANHALT 414-259-1500
SCHLOEMER
and Associates Inc. FAX 259-0037
Rummel, Klepper & Kahl. LLP
Conmdtiing Engineers
� l3
UJ
PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE
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PLAN RE -SUBMITTAL
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03/07/08 BID PACKAGE 2
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PRICING PACKAGE
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08/08/08 COUNTY FINAL SITE
PLAN RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE
PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PIAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE
PLAN SUBMITTAL
07/27/07 SCHEMATIC DESIGN
PRICING PACKAGE
12/29/06 PRELIMINARY SITE PIAN SUBMITTAL
SEAL:
KEY PIAN:
e
d T
a b c
NTS
Martha Jefferson Hospital
Project No.
20060001.10 NwP
Sheet Title
NORTHEAST LAYOUT
PLAN
Copyright K°Ner Slater kcNtects, Inc. 2008
111 Wast Wisconsin Asmue. Milwukee, Mscoron 53203
Telephone 414.272.21100 Fax 414.272.2001
110 King Street, Madison, Wsconsin 53703
Telephone 608.283.6300 Fox 608.283.6317
Sheet No.
C202
0
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0 80 160
GENERAL NOTES
COUNTY FINAL SITE
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OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE,
914
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SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED
O
TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES
PER
tD
NOT
REFLECT CURRENT CONDITIONS.
O
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
03/31/08
O
01/28/08
OWN SATISFACTION.
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07/27/07
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GENERAL NOTES
COUNTY FINAL SITE
1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS
OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE,
914
MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN
THE
SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED
BY
TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES
PER
APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY
NOT
REFLECT CURRENT CONDITIONS.
PLAN
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
03/31/08
CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER
01/28/08
OWN SATISFACTION.
O
3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED
07/27/07
BY THE N.G.S. OF THE N.0-A.A.
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/ LEGEND
PHASE 1: ARMY CORPS OF ENGINEERS PERMIT WORK
L . -.I AND MASS GRADING WORK
/ 1
PHASE 2: HOSPITAL MASS GRADING CONSTRUCTION
/ NOTE: PHASE 1 & 2 AREAS OVERLAY.
/
KahlerSlater
Martha
Jefferson Hospital
Matthews
DEVELOPMENT COMPANY I. If -
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
Milwaukee, WI 53214-1470
GRAEF
A N H A LT 414-259-1500
SCHLOEMER
and associates Inc. FAX 259-0037
Rummel. Klepper & Kahl. L1.T'
• Comm1fing Fngineers
09/08/08
COUNTY FINAL SITE
PLAN
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08/26/08
COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
08/08/08
a_
PLAN
RE -SUBMITTAL
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COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
03/31/08
ARB FINAL SITE PIAN SUBMITTAL
01/28/08
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SUBMITTAL
07/27/07
0
PRICING PACKAGE
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09/08/08
COUNTY FINAL SITE
PLAN
FINAL SUBMITTAL
08/26/08
COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
08/08/08
COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
05/23/08
COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
03/31/08
ARB FINAL SITE PIAN SUBMITTAL
01/28/08
COUNTY FINAL SITE
PLAN
SUBMITTAL
07/27/07
SCHEMATIC DESIGN
PRICING PACKAGE
12/29/06 PRELIMINARY SITE PLAN SUBMITTAL
SEAL:
JOAN T. McC.AR7'Hy
LIC, NO. 43280
KEY PIAN:
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NTS
Martha Jefferson Hospital
Project No.
20060001.10 �z5D�
Sheet Title v
OVERALL PHASING
PLAN
Copyright Kohler Slater Arohlltea, X. 2006
111 fleet W"scansin Avenue. Mdepukee, %sconsin 53203
Telephone 414.272.2DD0 Fox 414.272.2001
110 King Street. Mooison, Wt#o113in 53703
Telephone 608.283.6300 Fox 608.283.6317
Sheet No.
(1210
I
WOROMER
`. '� ��s�i+9' �tt•�. �4�_�'�:asc �,•���// �y��� �4! Oyu -Q
r'911A�malm���ilk►�a_ J �•aJ lfi��1 � 'moi ' ..Y.._n.�� �� n!>. ti �► �►_ :bit / �� f , G��F1�
GENERAL NOTES t ..: . : : : ' : ; �� : - : - . : - . - : - : . .
% . . . : • • . . . . • . . • .
1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TOA t / ` ' : " /,' . • : •
REASONABLE DEGREE OF ACCURACY BASED ON FIELD SURVEY. IT H - --
: . . . : . . . . . . . . . . , .
. . ..
U SHALL : " .; : " % - . -- .•••.
/ �V
460.50. " : " _- -
BE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND I. I I I I I i ' $ / % % % % 1 %� . ' % I : , % % % % ,-J �. - --
. .
, . . . . . . . , . , , , . ,•• ,. . . , . : . , . . . . . . : . . . . : . . . . • • • : • • . • :
��,f' 480.00
DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO. • • • • - • : • : • ' • ; . ; • , . • Yti.�•... ••�,..�''�✓ ___---
/; ' : % �� ,
. . . : :• -
2. ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. - : : , • • . : ]-
• : : - I .
3. REFER TO SITE PLAN FOR ADDITIONAL COORDINATES AND DIMENSIONS : • . I X., I . ; ' /, ___ _ ••
•1. ,.
'•.
-X
FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS % • • .
• y ; -
1.
COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE. - • : '
� j % 480.60 .
/ i •• __
. . /. • " .
4. REFER TO SHEET C800 FOR VDOT CURB do GUTTER DETAILS.% ; ; • '� - .
5. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN ROADWAY LOCATION AND �• ♦ • • -. / *I• � ♦'/.-.. .. - . ... %, / % %• . . % . % . 1 8. too I . . . n* - - � r__ ,
�l : : : v ;
ELEVATION FOR INFORMATIONAL PURPOSE ONLY. LAYOUT AND GRADING '• '• / '• t''••,, �- .•' % -
. q.$ : • : .
SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS .. ;
RETURNS AT HOSPITAL ENTRANCE DRIVES.X•. '•''• '' / ••.,. ' • _ • .
_ - 488.00
. - ; : _ ._
�. ;
LEGEND ••� '� --- ...._ :,�.•'• ' t" ;.• so
•. .
1.
11
123.69% '' •'"• ; ' •. .•" ,-
PROP. TOP OF CURB 3 -----4 L- 5•--••• ' �•' . � � : • : ' : " . ' % ; ' ; • f ; ' .• / : • •Dr
123.36 - --------------- : . . " ' • /•' : %'_. PROP. F _ _-
LANGE LINE C8100 ,• •• / • % . • : ,r ; • ; ♦ : ; • • ' 6 . • � . :. ; . .. • � ; • I • � • � : -
_ •(/ ; " ; ; • ; ; • ; • , .. ; • /�_$ ; •"• M FFE �
123.86 PROP. TOP OF CURB / 111 • : • ,• ' '
•,. ; . .: 483.60
123.36 PROP. CURB ELEV. AT GRADE - - . , ., : • . . • . 483.10 :' ,
....
C800 ....... •----- •.
-�- ,.• / :
• ,
PROP E*��---. - : ' . " . ' •,.
120.00+ OS 0 SPOT ELEVATION / . ; • : .. ; . � ; , • .�„ : - ; . ... .
25---- PROPOSED CONTOUR , "
/ SO'
...
1.
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133.36 PROP. TOP OF WALL ELEV. -�J_- " • • / •-
j ....... .. ... ... r ... 483.30 484.00
' ( ' ,.
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23 36 PROP- WALL ELEV. AT GRADE0 20 l • I •f�.•, ; r •, .. 484. 483.50 •• .
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1;1111i.., • 1 �t \ 1 / 'r / / 484.72 486.73 4'87.55 48&98
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. • : ' 1 -1" .. 487.45 490.77
,' • :�/ / / / / • / % /• • • .: , 1\, 1 .64 ••• ; .•-• ; .• 478.33 I. : : " ` : " 487.12 ; ♦ 488.50 489.9$
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, �/:r; t .^ . • . ' • .. • : . , ---- - t : / MOBILE TECH
, , : • , , ; I � ; . �: ; ,. '!'•� , ; /�' 479.95 480.33 Q � 1. .. ;� ; � ,% ,/j DOCK ': 1 ♦*40 r
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/ , . • / .00 • ! - / •'•-• 479.85 .� . .
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. ; ; :: �-�y I 480.0 9 6
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KahlerSlater
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__ Martha
\_ - Jefferson Hospital
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11 I�EVELOPhiENT COMPANY Ia,(;
----- One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, WI. 53214-1470
�_ A NH A LT 414-259-1500
SCHLOEMER
axd Associates Inc. FAX 259-0037
i Rummel, Klepper & Kahl, LLP
C'onsr.�Iting Engineers
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05/23/08 COUNTY
FINAL
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03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BIO PACKAGE
2
01/28/08 COUNTY
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SITE
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SEAL:
JOHN T. McCARTHY
MC. NO. 43280
KEY PLAN:
NTS (�) Q��91
Martha Jefferson Hospital
Project No. ��
20060001.10 (Rin
Sheet Title
- GRADING PLAN
WEST
507.48 Copyright Kohler Slater Architects, Inc. 2008
111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203
Telephone 414.272.2000 Fox 414.272.2001
110 King Street, Madison, Wisconsin 53703
Telephone 608.283.6300 Fox 608.283.6317
Sheet No.
C330
GENERAL NOTES / 478.10 4 KahlerSlater
1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TO A 482 �Ci 477.60 ? / ' ,• 75.67 j Q ' • ••�
REASONABLE DEGREE OF ACCURACY BASED ON FIELD SURVEY. IT SHALL 16 76 ; '�i / 71.87 / yf Q J7� MART a CURB FFE-soe. -+• zas;-•-"••-
BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND / JEFF JON a TAPER
DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO. ' 181.8 / / 471.67 ♦ 510.83
•61. / /, • 175.67 / '••.A;; �;61 171.67 HO PITALQURB
/ 5,0.30:.: Martha
2. ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. 2 'G 746 '508.1 "`a• "'"Q
3. REFER TO SITE PLAN FOR ADDITIONAL COORDINATE ANDIMENSIONS 1 ��- 4. / cRFIOUT FLOORR491 677 APER ♦' x'17 Te eYSOyI Hospital
S D 482.25 C/lj 676.51 / �� {7,.67• ♦ .J , Y
FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS 4 1 Q '/ S OND FLOOR 508.33 ♦ Qj 508.20 ,
COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE. 481,13 l 's 474.67 2.27 -� r' HIRD FLOOR 524.33 O ♦ 507.70 51o.t0
/ ;� tr; /0�- FOURTH FLOOR 539.67 St0.t0 ,
,fy ♦ SO&50
4. REFER TO SHEET C800 FOR VDOT CURB & GUTTER DETAILS. ? 4y-�+ �� +FFE-475.67 ROOF 560.67 ♦•a0 510•}
i
/ . '.•. j 508.1 ... .. i
50 .50 509.8
5. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION V / 'FL, 17},gl �, i 47t,g7 x.13 ♦ . Matthews
AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND GRADING �� A4/.r '
SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS �- / 3f I ♦ 508.00 507.90 7. nevr.i.nrnlevT cuMPnNv llt[
RETURNS AT HOSPITAL ENTRANCE DRIVES. apt -SS tr9 J7 Ag'klr fFE-5W 507.50
507.03
/ 47900 / �7/ R 75.67 707-88•>D One Honey Creek Corporate Center
LEGEND 481.64 ' 678.50 `
15�
•FE E// � i 474.57 /171.87 Q� / I FFE-691.87 FfE-508.33 507.55 '
123.69 PROP. TOP OF CURB 3 / ' R, / ��� 507.88 ,70 a 125 South 64th Street, Suite 401
123.36 PROP. FLANGE LINE e 482.31 483.18 r ` / 507.55
181.98
482.85 •; ;
,2396 PROP. TOP OF CURB 5.67 .'-'- --..+ ^ <
fes'• 6' / � �
\ / %/ 707.33 95 vs GRAEF Milwaukee, WI. 53214-1470
12},3g PROP. CURB E09AT GRADE(CO800 482. 163.03 '/ `., � 74.67 174.67 I 492.00 Q� stt93 �... 707.92 li 507.i*
+e2.3o 482.70 '. •. + 9�' 4n.00 507.00 50730507.
120.004, PROPOSED SPOT ELEVATION ••, '•': ': �\ ,; 474,67 91.87 I 507.92 ;SANHALTR 414-259-1500
x63.3e •• •. AM 507.00 V ';
...... 125----- PROPOSED CONTOUR 483. ':''.•'';'•. \ / 3i?� '� O';
• •• '• \ OXYGEN 75.67 ` 507.80 , / • 507.18 O 7 +': 507.95 �) ••. and CHLUE erIInc.FAX 259-0037
--- 126 ---- EXISTING CONTOUR 482.81 .7 ''•, ••, •', '• PAD 507 0 491. 507.39 •♦
/ 7{.67 .4
,33.36 162.se 48.1. \ 'I I� A2 /• 507.08 O(� +
1123.36
PROP. TOP OF WALL ELEV. 0 20 40 �1�62.8p i \ i /•, l•• •`s ' :J '\ 508.07] f '•FA E
,23.36 PROP. WALL ELEV. AT GRADE \482.30U 683.46 1F .✓ ./, + i' '� C RB TAPER
- ♦ I Pow EL. 7ti u4.67 S7 O� : z2t a S0 ti Rummel, Klepper & Kahl, LLP
,, • 4839, f 183.1 %O 474.09 � +
/ C,� Conndhn Rn veers
182.66 181.18
: s
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18.31 I� A I •�t
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_ :'.:'•• . , M,.3. ::�•:::.. 478.85 7/' 175.00 708.00
'I 508.98.. 506.72
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1 163.79 481.78 461. 7.23 E.11
190.71 192.00 : PoM EL. O
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488.45 f.r��I�y�fI� 91.12 193.78 •. O'; 0 506.60 _
ri • \ \ ;•.fir':• 1 .60 Ij 1 184.1461.75 169.93 -�; 192.21 193.78 .,.�': •••,•''• O
484.1 466.37 187.70 4N.80 490.26 509.00•
.......... ; / 192 f�
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I I X �,•. • .•• :• � (Q ;•• 168.77. 90.16 / % 2.72 {95.00 •O •• 50
i •• ,• / �(� • / 189.11 , ✓ � 2.22 495.00 ':�'•• •,.•
I it \ \ '••.� a .39 •'• � /�%C� , 187.13 � � 492.78 •' •�• pq 6 .• •0506.99
Qc 4979{ -i , 'v0•': 50+695
I 466. 486.76 E / 492.28.--T .
/ ; \� ; ''• •' PS • •189 ' 494.60
a 506.49
C , 1,. 193.33 s
/J T /r,.• % ; ... 487. .66 (�•• � 492:3 493. 494.80 .OD •'';t'•,t 750 _ '
/ - • •% \ �' �' 486.2 ' • 169.OS� V 49295 98.50 : 507. / O� 507.1
Z/. : "/ \ ; •'• , 161.08 ' . 7 188.72 O 492.52 • • 495.28 •• '� •• ••'•:
/� \ IB3.75 �486.18 / tl, � !�, .•'�. .. •, ^
/ :.' •, // \ •'•'. ': I %••484.35 4 x86.15 ae793 / 492 � 192.42 \ 78 OL"J �' •:VO•••, qO`
.......j-. : ' // \ \ .•' ' /•• 4&1.02 / •485.0} p 487.50 18 - �• - 195.30 196.01 v •:0.,
467.72 18795 � SF' ; % •'• �' '
%i �P 16998 91. ��_ O .30 507.50
. I 487. b7.88 � • 191.46 _ 50690
.. 186.29 : •I 467.65 1 .50 �7..� 491.90 495.56 �c ••• y�yy
\: pB9p
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2 195.
185.79 487.1 49,.10 191.94
181 IBB. L91�1 I 491.66 507.69 508.35
! •489.5 a9 495.15 .00 •:� 5S 507.25 50795
506, 506.1
485.93 185 489.02 �:� 95.12 96.60 Q, 506. And El. ' F' V • �
6b/ : 191.99 ? f 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL
00 / 19015 :491.66 198.93 L_ . 08/26/08 COUNTY FINAL SITE PIAN RE -SUBMITTAL
,j �• 'I % ,
� 4
486 �•� 08/p8/O8 COUNTY FINAL SITE PLAN RE -SUBMITTAL
i ••-• i-"•,..- .,• •, � 19390 x9664 (� 05/23/08 COUNTY FINAL SITE PLAN RE SU MITTAL
i ' • 485,14 489.00 169.57 193. 496.04 '� SOZ96 03/31/08 ARB FINAL SITE PLAN SUBMITTAL S
\, •• 99.00 507.9:
...-..._ �, li r ;' •. 4B� 03/07/08 BID PACKAGE 2
• 194.
�. 91.02 - So7.18 '65 507.4: / /
486.63 1 494 494.1, 496. '• '• �J y� �,BS 01/28/08 COUNTY FINAL SITE PIAN SUBMITTAL
00 .40 ;'•/ 48&30 .76
491.61 493.3{ 'S0 19x.11 �7 •� SEAL:
•'•• ••'
468.
• . /186.08 ' , ,
...... 1 I; • �� 76
QQSF, � 190.56 192.81 aaaoe � 7.16 ° 507 �I.T$
... j,'-...... •1. y 9. \ -' / 490.621 191.23 193.]6 496.24 {87.43 ,,'� 0 X7.36
465.75 .43 467.03 690.1 190.90 492.88 9.•7so
691.48 � { '; '
,�• •, i I ... : S \ / 2 95.56 •': ''' '.,
,•••�••',•'• ••
s.'•� .• I �!F A • i . NO. 43M
465.79 / r •' 486.1} ! 4M.39 ., 493.25 '•. 49{.36 95.93 P' 79 •:•. `'•.'• `••' i0� T. McL:ARTRl'
K ' 489.06 190. 492.92 ,,, l 495.80
••�•' ' `•,\`� I - I� , S \ / I 490.30 •�j••• P 0 cT�C �••• ' O//��
\ 198.21 0 U\
• \`, :,`` :'' \': .• . • lJ \ •• /185.83 48693 p,y7 \ %j__ •' ' •' Q (�
:` C 8, ' c 16S.So 4e63o g v Ste' ,
-O .•: �.•,,•�.'. ,` :.'.j7•'. �k •} 187.22 487.35 486.67 196. '•SDS KEY PIAN:
S
•''• ,•(fy� / \ \ 486.7 EL; \
487.05 49 e
U,.'�:•�:•` :�'• I \ i 467.17
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CURB &GUTTER, 'C
NTS
CD
CD
/ Martha Jeffers
on Hospital
/ j •'.'•.� ' tY;: ;` 'P r, .i Sl�s}IT DISTANCE LINES' l t *�•1'
,
00
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i
-''•''-:'>:�:`. P --- -- _.--- : Project No.
20060001.10 O�y%8v
O ,•.�,:''••., /� Sheet Title
Lo
�, \� `' - - GRADING PLAN
KWAY
/
o::; :;•., 25,`6
o SOUTHWEST
LD :\ 260cli
7+00
i -Oy�l::�Oy�::!%';%:
`J �%j �}- A`/�,}!'•.•'•:,r'; .• •.•;..••,. .•':.: : Copyright KaNer Slater Architects. Ina. 2008
CL O�,} ''•..h '•.'��„ - ; T O •-' ''i'' 1'T•�, m west wixxonvn beiwe 9d w
CO / V"::'•.f.;• '•,:,'`•''•• i -_ - -.� •i ,. • eaukee. scaasin 53203
0 / da i' :: i 414.272.2000 Fax 414.272.2001
O N •6� �•� '•r` __ g•',•'- 110 King Slrreq Maeison, Wixonsin 63703
O O V) / -� •• X /^� .% Tele0me 608.283.6300 Fax 608.283.6317
i
1•t• l
N •,�' 7�(c'.••' !!'! � • Sheet No.
GO
A -- -- ,:
23.4 N
�t 523.
GENERAL NOTES ! MARTHA`'C� Q .... zs9 Q 523./5 N 32393
JEFF SON z& W 523.33 523.
23.
1
REASONABLE DEGREE OF ACCURACY UTILITIES
BAS D ON FIELD BEEN
SURVEY. TO SHALL• ':•q••• • S}8 523.60 SI ��V •,
BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND H PITAL /'; .•'�'�`•:,; :': 523,60•"' 523.;
DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO. GROUND FLOOR 475.67............4 �1:
�T FLOOR 491.67 ••'' '�-✓,•-�•' ' • ' ' 523.50 D 525.70
SECOND FLOOR 508.33 �.:' ; : /,; •'.. �.• :. 22.80 523.37
2. ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. G., y S23.t7 522,65 ;
/ THIRD FLOOR 524.33 522.47 Q Z
3. REFER TO SITE PLAN FOR ADDITIONAL COORDINATES AND DIMENSIONS FOURTH FLOOR 539.67 : ; •: G�1.; : ' 522.79 74 ,3
FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS / ROOF 560.67 ./,,:' Sii•7 S 4
COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE. ./ 40 D 22.
522.58 � '•.
'•. 5$ 0 322.16 -_- 523.1
4. REFER TO SHEET C800 FOR VDOT CURB & GUTTER DETAILS. 0 20 / 1 522u t9 �:" ----- 5221. 523^
1.
5. SEE VOLUME 2 FOR PROPOSED ROADWAY OESICN. ROADWAY LOCATION (p.. COO`• , / 52t.eg D T UR R s 2.� 36 •s
AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. / i !� 7� 8
'•, -, �?yt � _ 523.20
LEGEND a GJL C�02z.z6 2.70 \
4 ' 322.22 .ss 522.70
G� /��'t�'• 521.72 -0S 57.2.50
/ '• ,.76 ., 321.88 SI0.9S 321.76 322.00 523.05
123.89 PROP. TOP OF CURB 3 i' St8.80 521.361.36 522.55
�.
123.36 PROP. FLANGE LINE a 16.10.V 522.17 1.23 522
h,..,...,.
123.86 PROP. TOP OF CURB 4 % = ' • • • :' , : 516.5° St6. 76 Sgt 85
723.36 PROP, CURB ELEV. AT GRADE CBOp : ' ' • I ��� 516.00 ��t 6 '•' 7 521.73 ��. 9.-- 321.28 521.62
'•,l9 ': l7 • 321.8 21.88
21.53
+ PROPOSED SPOT ELEVATION ' • ; ' �O J6 S21.t7 321,40 322•
120.00 y0e.40 � %' , 520.55 322.7e
� ------125----- PROPOSED CONTOUR : : :•. •. y� �1•�
3 ��� 322.28
321.49
j FFE-508.33 :'
.•;� • ••QS%v'I"l`l 521.12
126 EXISTING CONTOUR 520
.79
508501.yu'!O
1
' • •
521.7 APE 8
nn
123.36 PROP. WALL ELEV. GRADE Ov t .97 J : C1�9 0800
SCJ. sz?.is
B ..
. D -�' TAPER(
51 t -•'•
E.508. +• 7.95;...-..- •s \ '••
7 514. S17.Os 520.23 520.36 ' S N 523.28
♦ 510.83 2 518.55 '� 519.90 519.88 Si2.78
• 310.30 ; 521.95
J �\ �3�i,60 • .• 521.49 321.82
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O 499.00 y \ / \,1 / J 1 a� _-'----- ----- Sheet Title
CO
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_ , 1913.79 i '• , ` \-\ - - / / l �� c, .'', /
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__ _ GRADING PLAN
O 4%. oc;' 0 ': .♦' SOUTH-CENTRAL
IL
O J, - - - _Y �� -` I� P` .-i•-•-• ♦♦''• ` --'_ ICopyrr4ht Kohler Slater Architects, Inc. 2008
GO
O 4 : : e -�- nl Wncansin Avenue. 9il.oukee, %wormin 53203
4%. - - \__ / / \. �.. ♦ _ Telepinro 414.272.2000 Fox 414.272.2001
N : : j •. - �O� /. ♦' `��- _ / I10 Ki Street. Madison, Wncomin 53703
O I� rn - _ -- --
N
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703
� ' / •'.• •'••'� '�;:- ^�,•' \\ � Sheet No
GENERAL NOTES
1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TO A
REASONABLE DEGREE OF ACCURACY BASED ON FIELD SURVEY. IT SHALL
BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND
DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO.
2. ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. • ' r' N
3. REFER TO SITE PLAN FOR ADDITIONAL COORDINATES AND DIMENSIONS
FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS
COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE.
4. REFER TO SHEET C800 FOR VDOT CURB & GUTTER DETAILS.
5. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION
AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND GRADING
SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS
RETURNS AT HOSPITAL ENTRANCE DRIVES.
LE EN 4
123.89 PROP. TOP OF CURB e
123.]8 PROP. CURB ELEV. AT GRADE
123.88 PROP, TOP OF CURB 3
123.38 PROP. FLANGE LINE C800
120.08, PROPOSED SPOT ELEVATION '
125 ..... PROPOSED CONTOUR
126--- EXISTING CONTOUR
133.38 PROP, TOP OF WALL ELEV.
0 20 40
123.36 PROP. WALL ELEV. AT GRADE
M / iW
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i r EDGE OF CONCR E (TYPJ 523
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One Honey Creek Corporate Center
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SCHLOEME
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523.02 ••.
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% 523.80 /• 01 � N 1 _ t / I .7 05/23/08 COUNtt FINAL SITE PLAN RE -SUBMITTAL
j• 524.33 327.27 SZ ...
25.84 527. N (/5 3 1 $ / 03/31/08 ARB FINAL SITE PLAN SUBMITTAL
+ •� 521 + 527.00 ': I / / i 03/07/08 BID PACKAGE 2
n%•• 525.80 8.00 / / 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
j\ 522.8, �- 525.97 �' 528.98 527. fJ I /
MARTHA '. 522.31 ............ .• 525.64 528.48 N : LP I
JEFFERSON •�� ,• 'ROAD HAS 1. 526.94 526.95 a SEAL:
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GROUND FLOOR 475. '• __--_ _ �•
7 523.66 ____.� 526.89 _ I ��/ / !
FIRST FLOOR 4 7 i -42
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32,.38 521.56 322.53 324.E3
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522.17 321.23 22 83 '•'• -i 528.13 /
52,.87 32,.88 5��....•...•. 2.50 5522:9 523.83 /L• % %� •`), 3 • , EAST
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521.50 S2�b S20.SS S 522.78 572. / 523.99
521.17 52 521.99 • 522.28 % N ': / L ' . I �I �/ Copyright Kohler Slater Aralgtxts. Inc. 2006
621.99 / : , U �J 111 West 9Wconsin Ax e. 9il.oukee. Wsconsln 53203
%21 AG 521.49 (.r -� ! I �(//l
521.12' ,S 51� i C 110 King Street, 2.2000 Far 414.272.2001
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IIIIIIIII-• \ _�� --
_ � - \ � '' . _----- `•., -- _ --__IIIIIIIIGENERAL NOTES
• • ~'` _
�' .. •� _ Fqs �_ _ • ` • . -__� 1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TO A
`` F \ '\ `'�- -�.,.:_ _ `' '�--___� �' REASONABLE DEGREE OF ACCURACY BASED ON FIELD SURVEY. IT SHALL
` _ __y, • -
%_ ` \ BE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND
- ��\ C�� _ �� ``---___ DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO.
_ V'� ! ` - _
�a . • ..`----
••
�_� __ ` _ - �-. ` • . • ------_��� '-t I 2. ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB.
_ -` 3. REFER TO SITE PLAN FOR ADDITIONAL COORDINATES AND DIMENSIONS
\ ``�� �~ ` II \_,_ �_��_- ,.• �``"' ' ' - • FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS
' =t+- COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE.
\ ` ��`\� -�sd:Myr- EASE � '•.
```'•_• _ •'•' • 4. REFER TO SHEET C800 FOR VDOT CURB & GUTTER DETAILS.
_ _ LINES {TYP.) ..:., , SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION
__/_ �_. ' • _ AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND
' ",'•�
11 GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY
■
\ •.
j .I _ 1 OR RADIUS OF RETURNS AT HOSPITAL ENTRANCE DRIVES.
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,,G I. ` 5, 123.36 PROP. FLANGE LINE C800
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• 50 O �- EAS 123.36 PROP. CURB ELEV. AT GRADE
\\ 3 • . � 3 %� ceoo
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120.00+
'_ ; •. • 0 • �I;.6` PROPOSED SPOT ELEVATION
502.68 ...
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KahlerSlater
Martha
Jefferson Hospital
- &//&/// M M
JaMaffhews
DEVELOPMENT COMPANY 1.1.C:
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, WI.53214-1470
A N H A LT 414 -Z511 -I
SCHLOEMER
and Associate= Inc. FAX 259-0037
Rummel, Klepper & Kahl, LLP
Consullrng F, ngineers
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09/08/08 COUNTY FINAL
SITE PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL
SITE PLAN RE -SUBMITTAL
08/08/08 COUNTY FINAL
SITE PLAN RE -SUBMITTAL
05/23/08 COUNTY FINAL
SITE PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE
2
01/28/08 COUNTY FINAL
SITE PLAN SUBMITTAL
SEAL:
JOHN T. McCARTHY
IJC. NO. 43280
KEY PLAN:
NTS T 0 -
Martha Jefferson Hospital
.r Project No. �{
. �0�V;'20060001.10q)
11
r
Sheet Title
GRADING PLAN
a,%& NORTH -CENTRAL
•
. , •.
Copyright Kohler Slater Architects, Inc. 2008
111 West Wisconsin Avenue, Milwaukee. Wisconsin 53203
524.86 Telephone 414.272.2000 Fox 414.272.2001
524.35 110 King Street, Madison, Wisconsin 53703
Telephone 608.283.6300 Fox 608.283.6317 .
Sheet No.
8 C334
0
CC
I
I
LEGEND GENERAL NOTES:
/
l - CONCRETE SIDEWALK �0 1. FINAL SITE PLANS TO INCLUDE DETAILED ROAD PLANS WHICH WILL
otpo INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA, TYPICALN=V \ / /
SECTIONS, MAINLINE AND ENTRANCE PROFILES, PAVEMENT DESIGN WITHy\63'5,36., /-'
- CONCRETE DRIVE e COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL
tl00 ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH
- TYPE A ASPHALT PAVEMENT tbm AS TURN LANES. eerg
2. ALL ROADS PLANS, INTERSECTIONS WITH PUBLIC AND PRIVATE ROADS
O 40 so - TYPE B ASPHALT PAVEMENT ' AND ENTRANCES w4l BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD
0100 DESIGN MANUAL, THE ROAD AND BRIDGE STANDARDS, AND THE MINIMUM /-' / �r"/ /" U /•' /
STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. /" 9
- PERMEABLE PAVEMENT �
/.• 0 a? '� �� / / 6n
3. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE
SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON / . / • a y /,. % / , / �.Z /
PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER /' \7, /• \ '\ o
PETER JEFFERSON PLACE OVERALL.
4. INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT o"mp y0 05
FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL. / r/P.geo- %0 ti 15
SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT-OF-WAY WILL REMAIN /,-' \5P5 S�Cp / / / \e. 6/ / 0 . ♦ \
CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED.
5. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION _ /' ycc° / - / 7 \ C-193.65'
/ o / / \ S46'03'11
AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND /" opc/- /" �.ignr, 1"-
A-195.32'
GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR /" c/ /-' j rr�� // P _ -;" \ A R=43000'
RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. /./ /./ . /' 1,.t /efJ' \. \ \Del -26'111'3b"
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PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER /' \7, /• \ '\ o
PETER JEFFERSON PLACE OVERALL.
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SCHLOEMER
and Associate! Inc. FAX 2594037
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09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
08/08/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
07/27/07 SCHEMATIC DESIGN PRICING PACKAGE
12/29/06 PRELIMINARY SITE PLAN SUBMITTAL
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05/23/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
07/27/07 SCHEMATIC DESIGN PRICING PACKAGE
12/29/06 PRELIMINARY SITE PLAN SUBMITTAL
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STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. _
3. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE !' � Pos � ° / - C.!_. Prop. Roads
SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON X C . Pa'oo
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05/23/08
COUNTY FINAL SITE PLAN RE -SUBMITTAL
03/31/08
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03/07/08
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Teleph" 414.272.2000 Fa. 414 272.2001
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41
/ Ill Will l KoNWw Soler Nr, Milesech, ll 2008
111 West 414.27 n Avenue, x 414.kn. Wistansin 53203
I'Vie110 Kine Street, 2.2000 Fm 414.27 37001
110 King 608.2 3.6300, ox60 in 53703
ioleplroiro 608.28J.6.1(10 Fes 606.283.6317
Sheet No.
C505
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/ USED AS ...✓
I I I
U,
NORMAL N
ELEVATION
PRE -DEVELOPED CONDITIONSREPLACEMENT
HOSPITAL
POST -DEVELOPED CONDITIONS
DRAINAGE AREA
PRE -DEVELOPED
SUBAREA 10
PRE -DEVELOPED
SUBAREA 20
PRE -DEVELOPED
SUBAREA 30
PRE -DEVELOPED
SUBAREA 40
TOTAL
PRE -DEVELOPED
DRAINAGE AREA
POST -DEVELOPED
SUBAREA 10
POST -DEVELOPED
SUBAREA 20
POST -DEVELOPED
SUBAREA 30
TOTAL
POST -DEVELOPED
DRAINAGE AREA
IMPERVIOUS
4.41 ACRES
0.23 ACRES
1.41 ACRES
0.84 ACRES
6.89 ACRES
29.08 ACRES
1.29 ACRES
1.52 ACRES
31.89 ACRES
PREVIOUS
49.13 ACRES
7.67 ACRES
2.92 ACRES
1.25 ACRES
60.97 ACRES
34.42 ACRES
0.71 ACRES
0.84 ACRES
35.97 ACRES
TOTAL
53.54 ACRES
7.90 ACRES
4.33 ACRES
2.09 ACRES
67.86 ACRES
63.50 ACRES
2.00 ACRES
2.36 ACRES
67.86 ACRES
PERCENT IMPERVIOUS
8.2X
2.9%
32.6X
40.2X
10.2X
45.8%
64.5X
64,4X
47.OX
POLLUTANT REMOVAL REQUIREMENT
--------
--------
--------
--------
--------
39 LBS/YEAR
0 LBS/YEAR
1 LBS/YEAR
40 LBS/YEAR
Q1O
114.33 CFS
16.25 CFS
20.25 CFS
7.53 CFS
146.77 CFS
259.31 CFS
12.78 CFS
10.65 CFS
278.76 CFS
RUNOFF STORAGE REQUIREMENT
--------
--------
--------
--------
--------
16.50 ACRE-FEET
--------
-------
6.50 ACRE-FEET
RUNOFF STORAGE PROVIDED
--------
--------
--------
--------
--------
3.91 ACRE-FEET
--------
-------
3.91 ACRE-FEET
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O O
STORM RAIN PI E
EXISTING MAJOR ONTOUR
•...............•..... • PROPOSE MAJOR CONTOUR
0 80 160 TIME Of ONCE a ON LINE Matthews
--- DRAINAGE OUN DGVFLOPMLNT COMPANY I. L(:
G NE ONST SUCTION S e One Honey Creek Corporate Center
125 South 84th Street, Suite 401
1. DAMS AND CON CTED FILL TO WITHIN 95% OF IMUM
D DENSITY AND 2% 0 OPTIMUM M01 E CONTENT. ALL LL GRAEF Milwaukee, WI.53214-1470
TO BE APPROVE A GEOTECHO RIAL HNICAL ENGINEER IS BE PRESENT R NNG ICONSTRU ON • ANHALT CANOA n
OF D A 474-259-1500
PIPE AND R JOINTS ARE TO B WATERTIGHT IN STORMWATER and Associates &a. FAX 259-0037
.MANAGEMENT ILITIES.
3. FOR".WPORARY S TRAPS OR NS WHICH TO BE 1151731
0 PE?ME TORMWTEEMILTE; 11
Rummel. KlcitcK Kahl. I l.iRTED:jCOONION�O
T E PLACE UNTIL E SITE IS ABILIZED
!� [ nuarllnrL 1:o,�nurt.
0706, INSPECT R BE STAINED FROM E COUNTY EROSION l
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45-50FT RUSH
®
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Of
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ISTING
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° ► STORM DRAIN TFALL JeeiSOii Hospital
O O
STORM RAIN PI E
EXISTING MAJOR ONTOUR
•...............•..... • PROPOSE MAJOR CONTOUR
0 80 160 TIME Of ONCE a ON LINE Matthews
--- DRAINAGE OUN DGVFLOPMLNT COMPANY I. L(:
G NE ONST SUCTION S e One Honey Creek Corporate Center
125 South 84th Street, Suite 401
1. DAMS AND CON CTED FILL TO WITHIN 95% OF IMUM
D DENSITY AND 2% 0 OPTIMUM M01 E CONTENT. ALL LL GRAEF Milwaukee, WI.53214-1470
TO BE APPROVE A GEOTECHO RIAL HNICAL ENGINEER IS BE PRESENT R NNG ICONSTRU ON • ANHALT CANOA n
OF D A 474-259-1500
PIPE AND R JOINTS ARE TO B WATERTIGHT IN STORMWATER and Associates &a. FAX 259-0037
.MANAGEMENT ILITIES.
3. FOR".WPORARY S TRAPS OR NS WHICH TO BE 1151731
0 PE?ME TORMWTEEMILTE; 11
Rummel. KlcitcK Kahl. I l.iRTED:jCOONION�O
T E PLACE UNTIL E SITE IS ABILIZED
!� [ nuarllnrL 1:o,�nurt.
0706, INSPECT R BE STAINED FROM E COUNTY EROSION l
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®
F -
Z
-PATTERN 'A -B -G -A -B -C' TO CONTINUE
'�' 24" O.G. X (5)24" 5.R.
I
U
AROUND POND EDGE.
.-
' • ...-,
-ALL PLANT MATERIAL TO BE SPACED-
_ 45 -ARROW ARUM
B
--
�
24' ON CENTER X 24" STAGGERED ROW.
24" O.G. X (5)24" S.R.
i
.......
'•
45 -PICKEREL WEED
I
24" O.G. X (5)24" S.R.
C
LITTORAL SHELF - TYP I GAL
PLANTING PLAN
n.e wx. Mwe.hb,eenufeervlP. srurwe•ILII-.nmaYweerv,M.vlww�mlm
,/••
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O
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LITTORAL PLANT AS SPECIFIED
O
EL. 841.5
FINISH GRADE
O
C
0
IF PLANTING 15 TO BEGIN BEFORE
-
`fl
WATER ELf'V I.O
POND 15 FILLED TO NORMAL POOL
-III
ELEVATION, THE LANDSCAPE
CONTRACTORSHALL SURVEY 6
(n
- 1 1 1 1 = =IIII -
STAKE THE NORMAL POOL
-IIII
ELEVATION TO CONFIRM THE
PROPER WATER DEPTHS FOR
Q
=IIII -IIII -IIII -IIII - -IIII -IIII
I-IIII-IIII-IIII-IIII-IIII-IIII-I
_
IIII-IIII-II III=IIII-
EL. 540.5
LITTORAL SHELVES.
-
�
'I =IIII--IIII„-,1111,,,,111111-IIIIIIIIIIIII-IIII-IIII-IIII-
-IIII-IIII
IIII-
=IIII-IIII-IIII-IIII-IIII-IIII-III
o
-III-
PLANTING PROGEDURE5:
=IIII =IIII -IIII _IIII
-IIII -III
0
1. LAYOUT LITTORAL SHELF d VERIFY ALL GRADES TO BE
-IIII
GRADED LITTORAL SHELF
0
WITHIN 5" OF FIN15H GRADE.
-
N
2. PLANT WETLAND PLANTS AT SPECIFIED 5PAGING 4
LIGHTLY TAMP AROUND EACH PLANT TO REMOVE ALL
0
AIR POGKET5.
:2
O
00
a-
O
O
N
O(D
In
N
N
-0
LITTORAL SHELF - TYPICAL
PLANTING 5EG7I0N
fO
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DO
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O • STOR DRAIN HOLE
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■ STOR DRAIN LET Martha
° ► STORM DRAIN TFALL JeeiSOii Hospital
O O
STORM RAIN PI E
EXISTING MAJOR ONTOUR
•...............•..... • PROPOSE MAJOR CONTOUR
0 80 160 TIME Of ONCE a ON LINE Matthews
--- DRAINAGE OUN DGVFLOPMLNT COMPANY I. L(:
G NE ONST SUCTION S e One Honey Creek Corporate Center
125 South 84th Street, Suite 401
1. DAMS AND CON CTED FILL TO WITHIN 95% OF IMUM
D DENSITY AND 2% 0 OPTIMUM M01 E CONTENT. ALL LL GRAEF Milwaukee, WI.53214-1470
TO BE APPROVE A GEOTECHO RIAL HNICAL ENGINEER IS BE PRESENT R NNG ICONSTRU ON • ANHALT CANOA n
OF D A 474-259-1500
PIPE AND R JOINTS ARE TO B WATERTIGHT IN STORMWATER and Associates &a. FAX 259-0037
.MANAGEMENT ILITIES.
3. FOR".WPORARY S TRAPS OR NS WHICH TO BE 1151731
0 PE?ME TORMWTEEMILTE; 11
Rummel. KlcitcK Kahl. I l.iRTED:jCOONION�O
T E PLACE UNTIL E SITE IS ABILIZED
!� [ nuarllnrL 1:o,�nurt.
0706, INSPECT R BE STAINED FROM E COUNTY EROSION l
.N
09/08/08 COUNTY ANAL SITE PLAN 08/26/08 COUNTY FINAL SITE PLAN ES �
BMTTTAL
/ 08/08/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
n � 05/23/08 COUNTY FINAL SPIE PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
07/27/07 SCHEMATIC DESIGN PRICING PACKAGE
�12/29/06 PRELIMINARY SITE PIAN SUBMTITAL
„
u
� SEAL:
fid ING,SO TO 'may/ ,X',.f.Ttloo-va.
i
JOHN T. 31 i'A.RTfiy
L[(:. YO 432280
KEY PIAN:
91s 114e
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'1 / .�'••,. 9� aso Qr 7 NTS
XO- LTER SUBAREA Martha Jefferson Hospital
- 1
, . •• •. -- .•.. °�`•' � 0
2.36 ACR S
CN 85
AREA DRAINING TO STORM SEWER
IN PETER JEFFERS N PRWY
NET INCREASE IN EA: 0.27 AC
/ g NET INCREASE IN MPERV. AREA: 0.68 AC Project No.
(� I 2006001.10 (��pb
Sheet Title
OVERALL STORMWATER
MANAGEMENT PLAN
CoFAht Kohler Shier kddects, Inc. 2008
111 Wed KSsemin km ms, diseume, Womonnin 53203
Telephone 414.272.2000 Fa 414.272.2001
110 On Street, aedam, Whoom n 53703
Telephone 608283.6300 Fes 608.283.6317
Sheet No.
C510 0
J
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09/08/08 COUNTY ANAL SITE PLAN 08/26/08 COUNTY FINAL SITE PLAN ES �
BMTTTAL
/ 08/08/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
n � 05/23/08 COUNTY FINAL SPIE PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
07/27/07 SCHEMATIC DESIGN PRICING PACKAGE
�12/29/06 PRELIMINARY SITE PIAN SUBMTITAL
„
u
� SEAL:
fid ING,SO TO 'may/ ,X',.f.Ttloo-va.
i
JOHN T. 31 i'A.RTfiy
L[(:. YO 432280
KEY PIAN:
91s 114e
% .': . \ � •,IIS ti ,. f -% . --'111!1'" \1111 a
'1 / .�'••,. 9� aso Qr 7 NTS
XO- LTER SUBAREA Martha Jefferson Hospital
- 1
, . •• •. -- .•.. °�`•' � 0
2.36 ACR S
CN 85
AREA DRAINING TO STORM SEWER
IN PETER JEFFERS N PRWY
NET INCREASE IN EA: 0.27 AC
/ g NET INCREASE IN MPERV. AREA: 0.68 AC Project No.
(� I 2006001.10 (��pb
Sheet Title
OVERALL STORMWATER
MANAGEMENT PLAN
CoFAht Kohler Shier kddects, Inc. 2008
111 Wed KSsemin km ms, diseume, Womonnin 53203
Telephone 414.272.2000 Fa 414.272.2001
110 On Street, aedam, Whoom n 53703
Telephone 608283.6300 Fes 608.283.6317
Sheet No.
C510 0
IFD
at °,
0
a b c
3" SM 12.5A ASPHALTIC CONCRETE
PAV'T. SURFACE COURSE
8" 21-A STONE BASE COURSE COMPACTED
SUBGRADE
t'l"\_ TYPE A ASPHALT PAVEMENT
0800 N.T.S.
7" AIR ENTRAINED 3000
PSI CONCRETE WITH
W4.OxW4.0, 6"x6"
WELDED WIRE FABRIC
..'41,� T�.
00
COMPACTED
SUBGRADE
CRUSHED AGGREGATED BASE COURSE
TYPE 1 SIZE 21A OR 22.
%61 CONCRETE PAVEMENT DETAIL
C800 N.T.S.
6CURB TAPER SECTI N
C800 N.T.S.
GENERAL NOTES:
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.
S. REQUIRED BARS ARE TO BE NO.5 X B" PLACED VCENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER I%2'.
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS.
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
0.2"
1 I� 507. - 65Z OF BASE DIAMETER
I!—FOP DIAMETER
I~BASE~—DIAMETER
TRUNCATED DOME
DETAIL
11
1.5" SM 12.5A ASPHALTIC CONCRETE
PAV'T. SURFACE COURSE
'-3" IM-19.OA ASPHALTIC
CONCRETE
8" 21-A STONE BASE COURSE
COMPACTED
SUBGRADE
2 TYPE B ASPHALT PAVEMENT
C800 N.T.S.
6 PAVEMENT MARKING
C800 HANDICAP SYMBOL
N.T.S.
N.T.S.
VDOT STANDARD 203.05
TYPE B
PARALLEL
_wl
12'1 MAX
f-"— AT X , 2" HIGHER THAN
EDGE OF PAVEMENT
AT )K )K , SAME AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
VDOT
(D
2.4'
C800
O
TRUNCATED
DOME
O
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LO
W
O
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O
JO
000
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3" SM 12.5A ASPHALTIC CONCRETE
PAV'T. SURFACE COURSE
8" 21-A STONE BASE COURSE COMPACTED
SUBGRADE
t'l"\_ TYPE A ASPHALT PAVEMENT
0800 N.T.S.
7" AIR ENTRAINED 3000
PSI CONCRETE WITH
W4.OxW4.0, 6"x6"
WELDED WIRE FABRIC
..'41,� T�.
00
COMPACTED
SUBGRADE
CRUSHED AGGREGATED BASE COURSE
TYPE 1 SIZE 21A OR 22.
%61 CONCRETE PAVEMENT DETAIL
C800 N.T.S.
6CURB TAPER SECTI N
C800 N.T.S.
GENERAL NOTES:
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.
S. REQUIRED BARS ARE TO BE NO.5 X B" PLACED VCENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER I%2'.
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS.
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
0.2"
1 I� 507. - 65Z OF BASE DIAMETER
I!—FOP DIAMETER
I~BASE~—DIAMETER
TRUNCATED DOME
DETAIL
11
1.5" SM 12.5A ASPHALTIC CONCRETE
PAV'T. SURFACE COURSE
'-3" IM-19.OA ASPHALTIC
CONCRETE
8" 21-A STONE BASE COURSE
COMPACTED
SUBGRADE
2 TYPE B ASPHALT PAVEMENT
C800 N.T.S.
6 PAVEMENT MARKING
C800 HANDICAP SYMBOL
N.T.S.
N.T.S.
VDOT STANDARD 203.05
TYPE B
PARALLEL
_wl
12'1 MAX
f-"— AT X , 2" HIGHER THAN
EDGE OF PAVEMENT
AT )K )K , SAME AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
}
[0
4•
2'R
VDOT
1.6 -
2.4'
C800
TRUNCATED
DOME
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C -C
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JO
000
N
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•
0
0
0
0
0
0
0
0
0
0
0
s
ID
0
0
0
0 0
0
0
0
0
0
0
0
0
0
4.4
0
0
0
0 0
0
0
0
0
0
0
0
0
0-
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0
0
0
0 0
0
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0
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0
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0
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0
0
0
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0
07
0
0
0
0
0 0
0
0
0
0
0
0
0
0
0
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
}
[0
4•
2'R
CONCRETE TO BE CLASS A3
IF CAST IN PLACE, 4000 PSI
IF PRECAST.
SURFACE
BASE
SUBBASE
CONCRETE TO BE CLASS
A3 IF CAST IN PLACE,
4,000 PSI IF PRECAST.
4
VDOT
—' " CURB
C800
J
N.T.S.
:e
zo
W
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00
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CONCRETE TO BE CLASS A3
IF CAST IN PLACE, 4000 PSI
IF PRECAST.
SURFACE
BASE
SUBBASE
CONCRETE TO BE CLASS
A3 IF CAST IN PLACE,
4,000 PSI IF PRECAST.
4
VDOT
—' " CURB
C800
J
N.T.S.
12"x8"x0.080 ALUM. —
SIGN W/IDENTIFICATION
SYMBOL & LETTERING AS
REQUIRED TO CONFORM
TO MOST CURRENT CODES.
REQUIRED FOR VAN
ACCESSIBLE PARKING
STALLS.
2" DIA. GALVANIZED
STEEL POLE
12"x30" —
CONC. BASE
2"
WHEELCHAIR
0 ACCESSIBLE SIGN
Ceoo N.T.S.
V4„ 5" 1�"I 14.:
)—
jr) I 1
_ 1 I
I I
N
c" DIA. STRANDS
RESSED TO 659.
1" DIA. SLEEVE
#6 REBAR
ANCHOR
DRAINAGE
BLOCKOUT
REQUIRED
III
1'-0. _ 1'-6. 1'-0"
4" NON-REINFORC
3000 PSI ® 28 L
CONCRETE ON 4 -
COMPACTED SUBG.
2'R CONCRETE TO BE CLASS A3 IF CAST IN
PLACE, 4,000 PSI IF PRECAST.
CG -6R
_. REVERSE CURB
Ip AND GUTTER
----------
6' _
6' I 2'-0'
-THIS AREA MAY BE CONCRETE
AT THE OPTION ON THE CONTRACTOR
'3i VDOT CG -6 6" CURB
0800 N.T.S.
n
ONG
0
A. SEE SHEET 1 O 4 FOR DETAILS
BACK OF F]��_SECTION
B:1 M/x. 48:1 MAX.
2C.1
I -z MN-�A A
PCRMISSIBLE
CONSTRUCTION
�mm JOINT
SECTION 3-3
NOTE+ FOR GENERAL NOTES ON THE DE'ECTABLE WARNING SURFACE,
SEE SHLLI 1UE 4.
A 4SWARF LANDNG
MFA OUTSlnr Or
,. TRAVELWAY SHALL
BE PROVIDED WITHIN
�Q THEMARKED
CRO
3 CROSSWALK MEAS
No- �YJI
V7
CROSSWALK 0� r,
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO SLOPE OF SUB-
SURFACE COURSES PROVIDED A
MINIMUM DEPTH OF 7' IS
MAINTAINED. (CO -6 ONLY)
ALTERATIONS
=O
TYPICAL PLACEMENT C BSSWALk TYPCAL PLACEA=NT
AT INTERSEC TfOP. DIAGONAL VARIATION AT INTERSECTION
WITHIN CROSSWA-K 'WITHIN CROSSWALK
(WITH RUFFFR STRIP)
THIS DESIGN T9 BE USE? FOR CONSTRJCTION •HAT INCORPORATES WDER SIDEWA-K. LANDING
(48' WOE) REOUIRE3 AT TOP CF CURB RAMS. WNMUM CURB RAMP LENGTH B FEET FOR NEW
CONSTRLC-ION,6 FEET FOR ALTERACIONS.
JOINT MATERIAL
12 4" CONCRETE SIDEWALK
C800 N.T.S.
VUUI JIANUAKU ZUS.OSO
Kahler&i ter
Martha
Jefferson Hospital
IlMatthews
DGVELOPM F. NT COMPANY ILC
e One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, Wt. 53214-1470
ANHA LT 474,15¢1500
SCHLOEMER
and Assoclater Inc. FAX 259-0037
Rummel, Klepper & Kahl. LLP
GonsdHngEngineers
•
09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/DB COUNTY FINAL SITE PLAN SUBMITTAL
JOHN T. McCArM
LIC. NO.43280
KEY PLAN:
AV
RAN Norm ME ,GkM
NTS
Martha Jefferson Hospital
Project No.
20060001.10
Sheet Title
PAVING DETAILS
Copyright Kohler Slater AnNtects, Ix. 2008
111 that WecGrmn Avenue. Milmukee, Wiscomin 53203
Telephone 414.272200D Fax 414.2722001
110 King Street, Modison.:Nxomin 53703
Tebphp 608.283.6300 Fax 608.283.6317
Sheet No.
C800
Q
J
W
J
00
JO
N
Q
_
Z
EDN
m
�
U)
o
Z
Q
09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/DB COUNTY FINAL SITE PLAN SUBMITTAL
JOHN T. McCArM
LIC. NO.43280
KEY PLAN:
AV
RAN Norm ME ,GkM
NTS
Martha Jefferson Hospital
Project No.
20060001.10
Sheet Title
PAVING DETAILS
Copyright Kohler Slater AnNtects, Ix. 2008
111 that WecGrmn Avenue. Milmukee, Wiscomin 53203
Telephone 414.272200D Fax 414.2722001
110 King Street, Modison.:Nxomin 53703
Tebphp 608.283.6300 Fax 608.283.6317
Sheet No.
C800
0)
N
O
00
U
0
O
NOTE
12'-60* PIP
O
REMAINING BACKFILL SHALL
1. OPEN CUTS IN PAVED AREAS WITHIN
O
NOT CONTAIN ROCK MATERIAL
BACKFILLED ENTIRELY WITH NO. 21A
36101IN
LARGER THAN 6" IN ANY
CONCRETE TO BE
C
DIMENSION
TRENCH SHALL BE
I
AND COMPACTED, AND ALL STONES REMOVED
OR A 4" BEDDING
OF N0. 68
INTIAL BACKFILL*
4'-0'
OF PIPE
LIFTS)
EMBEDMENTTHOROUGHLY
N
INSTALLED ON A
MINIMUM 6"
BEDDING OF NO. 68 STONE '
COMPACTED
SPRING LINEBY
3'-7'
HAND OR APPROVED
OF PIPEMECHANICAL
4'-0'
TAMPER
11-0'
4'-6•
1'-7% '
148"MLIN(6"
NO. 68 STONEHAUNCHING
Q
36'
V-3'
5'-3'
BEDDING 6" max
8'-1% .
/
4" min
1'-9'
0
2'-11'
FOUNDATION (SHALL BE
O
48'
REQUIRED WHEN SOIL
O
2'-2'
CONDITIONS ARE UNSTABLE
LO
54'
2'-3'
O
2'-9211
8'-21(1
O
60'
2'-11•
N
3'-3'
8'-3'
/
48'
2'-0'
LO
2'
�
O
00
CL
O
O
8'-4•
N
O
It)
V)
N
N
8'-0'
GO
00
�
N
/
NOTE
12'-60* PIP
HUS ENO ON OUTLET
REMAINING BACKFILL SHALL
1. OPEN CUTS IN PAVED AREAS WITHIN
EXISTING
NOT CONTAIN ROCK MATERIAL
BACKFILLED ENTIRELY WITH NO. 21A
36101IN
LARGER THAN 6" IN ANY
CONCRETE TO BE
2. FOR DUCTILE IRON PIPE THE BOTTOM
DIMENSION
TRENCH SHALL BE
I
AND COMPACTED, AND ALL STONES REMOVED
OR A 4" BEDDING
OF N0. 68
INTIAL BACKFILL*
4'-0'
OF PIPE
LIFTS)
EMBEDMENTTHOROUGHLY
SHALL BE
INSTALLED ON A
MINIMUM 6"
BEDDING OF NO. 68 STONE '
COMPACTED
SPRING LINEBY
3'-7'
HAND OR APPROVED
OF PIPEMECHANICAL
4'-0'
TAMPER
11-0'
4'-6•
1'-7% '
148"MLIN(6"
NO. 68 STONEHAUNCHING
5'-01
36'
V-3'
5'-3'
BEDDING 6" max
8'-1% .
6`11-
4" min
1'-9'
5'-3'
2'-11'
FOUNDATION (SHALL BE
6!-G-
48'
REQUIRED WHEN SOIL
6'-0'
2'-2'
CONDITIONS ARE UNSTABLE
NOTE
12'-60* PIP
HUS ENO ON OUTLET
ENO -SECTIONS
1. OPEN CUTS IN PAVED AREAS WITHIN
EXISTING
VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A
STONE.
PLAN VIEW
CONCRETE TO BE
2. FOR DUCTILE IRON PIPE THE BOTTOM
OF THE
TRENCH SHALL BE
SCRAPED
AND COMPACTED, AND ALL STONES REMOVED
OR A 4" BEDDING
OF N0. 68
STONE SHALL BE PROVIDED'
4'-0'
OF PIPE
3:7 SIOpE
3. WHERE ROCK IS ENCOUNTERED PIPE
SHALL BE
INSTALLED ON A
MINIMUM 6"
BEDDING OF NO. 68 STONE '
SECTION X -X
END VIEW
3'-7'
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
C802 NTS
FIG. S-3
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED
WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE
ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN
INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 15. 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER
MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS
INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS. AND WATERLINES. ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
B. VALVES ON DEADEND LINES SMALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
END -SECTION
12'-60* PIP
HUS ENO ON OUTLET
ENO -SECTIONS
SPIGOT END ON INLET END -SECTION
X _ X
- -
C
I
i
W
PLAN VIEW
CONCRETE TO BE
21-e'
4.000 PSI MIN.
BAR OR STEEL
2'-0'
FABRIC REINFORCEMENT
6'
C B
DIAMETER
4'-0'
OF PIPE
3:7 SIOpE
9•
2'-3'
I
1h 7
L° •i
F -E -•i
SECTION X -X
END VIEW
�'I��l;J��)�L•71�
END -SECTION DIMENSIONS
WHEN H IS 4'-0'OR GREATER
DIAM.
A
B
C
D
E
12'
4'
21-e'
2'-0'
4'-0'
2'-0'
15'
6'
2-3'
1'-9'
4'-0'
2'-6'
is,
9•
2'-3'
I'-9'
4'-0'
3'-0'
24'
')% '
3'-7'
2'-6'
G' -I'
4'-0'
30'
11-0'
4'-6•
1'-7% '
6'-11 1
5'-01
36'
V-3'
5'-3'
2'-101$,1
8'-1% .
6`11-
42-
1'-9'
5'-3'
2'-11'
8'-2'
6!-G-
48'
2'-0•
6'-0'
2'-2'
8'-2'
7'-0•
54'
2'-3'
5'-5•
2'-9211
8'-21(1
7'-6•
60'
2'-11•
THE SHAPING IS TO BE INCLUDED IN THE PRICE BID F(h
3'-3'
8'-3'
8'-0'
�'I��l;J��)�L•71�
WALL (4 EACH)
(4) 1" (2//5mm) DIA HOLES
ON
BOLT 32d4"
CLE-(834mm) DIA 2- (51mm) LETTERS
O (RECESSED FLUSH)
1
P
EXISTING SANITARY East Jordan Iron 25m
SEWER PIPE Works 00104316
MIN. 12' CLEARANCE �\ I it (2) CLOSED
BETWEEN EXISTING PIPE \v ^1
AND STONE BEDDING CD PICKHOLES
1 1/2
P
38m
12' THICK VDOT
No. 68 STONE BEDDING
DOGHOUSE MANHOLE BASE
FILL DOGHOUSE OPENING O O
AROUND EXISTING PIPE
^/
WITH 3.000 P51 CONCRETE � VV (2 ) CORED
/OR NON -SHRINKING GROUT PICKBARS
1 1/8" (29mm) DIA BOSS
• •
ow'.. �;
• . •
• r r �
NOTES:
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH VDOT SPECIFICATIONS.
TYPICAL MANHOLE BASE
0 SHOWING -DOGHOUSE- INSTALLATION
C802 N.T.S
FIG. S -1-A1
ALTERNATE END -SECTION 122-60* PIPE
HUB END ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
�- X
I W
PLAN VIEW CONCRETE TO BE
4,000 PSI MIN.
BAR OR STEEL
FABRIC REINFORCEMENT
C B DIAMETER
OF PIPE
3•) St�E
I
D
SECTION X -X END VIEW
END -SECTION DIMENSIONS
WHEN H IS 4'-0'OR GREATER
DEAN.
A I
°
I C
D
'
SET DOGHOUSE BASE
4'
2'-B•
ON CONCRETE BLOCKS
"
2'-0•
15'
's r
2'-3'
DOGHOUSE OPENING SHALL
6'-1'
2'-6'
BE PREFORMED BY
'.�
2'-3'
MANUFACTURER OR..
6'-1'
3'-0'
SAW CUT TO FIT PIPE
�•
•'
OUTSIDE DIAMATER
61-1'
3'-6'
PLUS 6'.
18'
3'-7'
2'-8'
6'-3'
r..
27'
10% '
4'-0'
8"x8'x16' AND 4'x8'x16'
6'-I% '
4'-6•
SOLID CONCRETE BLOCKS
xL'
4'-6•
CENTER W/RISER
6'_11{1
5'-8'
WALL (4 EACH)
(4) 1" (2//5mm) DIA HOLES
ON
BOLT 32d4"
CLE-(834mm) DIA 2- (51mm) LETTERS
O (RECESSED FLUSH)
1
P
EXISTING SANITARY East Jordan Iron 25m
SEWER PIPE Works 00104316
MIN. 12' CLEARANCE �\ I it (2) CLOSED
BETWEEN EXISTING PIPE \v ^1
AND STONE BEDDING CD PICKHOLES
1 1/2
P
38m
12' THICK VDOT
No. 68 STONE BEDDING
DOGHOUSE MANHOLE BASE
FILL DOGHOUSE OPENING O O
AROUND EXISTING PIPE
^/
WITH 3.000 P51 CONCRETE � VV (2 ) CORED
/OR NON -SHRINKING GROUT PICKBARS
1 1/8" (29mm) DIA BOSS
• •
ow'.. �;
• . •
• r r �
NOTES:
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH VDOT SPECIFICATIONS.
TYPICAL MANHOLE BASE
0 SHOWING -DOGHOUSE- INSTALLATION
C802 N.T.S
FIG. S -1-A1
ALTERNATE END -SECTION 122-60* PIPE
HUB END ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
�- X
I W
PLAN VIEW CONCRETE TO BE
4,000 PSI MIN.
BAR OR STEEL
FABRIC REINFORCEMENT
C B DIAMETER
OF PIPE
3•) St�E
I
D
SECTION X -X END VIEW
NOTE:
PIPE LENGTHS SHOWN ON PLANS ARE
BASED ON END -SECTION DESIGN SHOWN
ON THE LEFT.IF THE CONTRACTOR ELECTS
TO USE THE ALTERNATE DESIGN SHOWN ON
THE RIGHT.LENGTHS WILL BE REDUCED BY
THE DIFFERENCE IN DIMENSION '0'.
27 1/2 1 1/2 P
FI 38m
699m 7
26 1/4 _ P
667m P I 178m 26 1 1/2
j1] I 24 P fj
606m {m
!� 28 7/16
P
722m
36
P
914m
FRAME SECTION
STEPS ARE TO BE PROVIDED
END -SECTION DIMENSIONS
WHEN H IS 4'-0'OR GREATER
DEAN.
A I
°
I C
D
E
12'
4'
2'-B•
4'-1'
61-1'
2'-0•
15'
6-
2'-3'
3'-10•
6'-1'
2'-6'
18'
9'
2'-3'
3'-10'
6'-1'
3'-0'
21'
9'
21_11•
3--2'
61-1'
3'-6'
24'
18'
3'-7'
2'-8'
6'-3'
4'-8'
27'
10% '
4'-0'
2'-1% '
6'-I% '
4'-6•
30'
11-0'
4'-6•
1'-7111.
6'_11{1
5'-8'
33'
1'-1% '
4'-10'
3-32L
8'-13L
5'-6'
36'
V-3•
5'-3•
2'-10%
8'-1% '
6-0'
42•
THE BOTTOM OF THE STRUCTURE.THE INVERT OF THE STRUCTURE
THE SHAPING IS TO BE INCLUDED IN THE PRICE BID F(h
2'
8'-2'
6'-6'
48'
2'-0'
6'-0'
2'
54'
2'-3'
5'-5•
2 --Il'
8'-4•
7'-6'
60'
2'-6'
5'-0'
31-3'
8'-3'
8'-0'
NOTE:
PIPE LENGTHS SHOWN ON PLANS ARE
BASED ON END -SECTION DESIGN SHOWN
ON THE LEFT.IF THE CONTRACTOR ELECTS
TO USE THE ALTERNATE DESIGN SHOWN ON
THE RIGHT.LENGTHS WILL BE REDUCED BY
THE DIFFERENCE IN DIMENSION '0'.
27 1/2 1 1/2 P
FI 38m
699m 7
26 1/4 _ P
667m P I 178m 26 1 1/2
j1] I 24 P fj
606m {m
!� 28 7/16
P
722m
36
P
914m
FRAME SECTION
STEPS ARE TO BE PROVIDED
4 -2 -
WHEN H IS 4'-0'OR GREATER
48"
FOR DETAILS SEE ST'D ST -1
q 2'-T 9 •3'WEEP HOLE
60"
4'DEPTH AGG.
lV
68, •78, OR
R
iin •8 x 6' WIDTH
COLLAR
fV n
N
2 I
222E
N
i7�:.., •" I
rviVn
a
S ry.
l2'. t5'. 18.OR 24'
9 2'-7' t9%SECTION
A -A
4'-2•
o
PLAN
CONCRETE ODANTITIES FOR MIN.DEPTH
(GRATE REMOVED)
12' CONC. PIPE - 1.440 CU. YDS. CONCRETE
• WEEP HOLE WITH 12'. 12' PLASTIC HARDWARE
15' CONC. PIPE - 1.528 CU. YDS. CONCRETE
CLOTH %'MESH OR GALVANIZED STEEL WIRE,
18' CONC. PIPE - 1.620 CU. YOS. CONCRETE
MIN. MIRE DIA. 0.03 INCH. NUMBER 4 MESH
24' CONL. PIPE - 1.817 CU. YDS. CONCRETE
HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE ADD 0.469 CU.YDS.PER ADDITIONAL FOOT OF DEPTH
OF STRUCTURE.
• 4 x W SMOOTH DOWELS AT APPROX. 12'C -C
3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
TO BE PLACED IN ALL AREAS ADJACENT TO
ABUTTING CONCRETE TO PREVENT SETTLEMENT.
4. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR
IN LIEU OF DOWELS A 2' x 4' NOTCH MAY BE
PRECAST SEE SHEET 103.83
PROVIDED. SEE STANDARD T -0I-3.4 ALTERNATE
DESIGN
5. THE 'H'DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED
NOTES:
ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE
OUTFALL PIPE TO THE TOP OF THE STRUCTURE.PLAN 'H'DIM.
1. MAXIMUM DEPTH (H)TO BE 10'.FOR GREATER DEPTH
ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE
USE STANDARD DI -IA.
ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR
FROM FIELD CONDITIONS.
2. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED
IN ACCORDANCE WITH STANDARD PLAN IS -L THE COST OF
S. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN
FURNISHING AND REPLACING ALL MATERIALS INCIDENTA44 TO
THE BOTTOM OF THE STRUCTURE.THE INVERT OF THE STRUCTURE
THE SHAPING IS TO BE INCLUDED IN THE PRICE BID F(h
SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING
THE DROP INLET COMPLETE. '
OR PONDING OF MATER IN THE STRUCTURE. THE COST FOR
I
INVERT SHAPING SHALL BE INCLUDED IN THE PRICE BID FOR
THE STRUCTURE.
% SECTION STEER SECTION CAST IRON
i2`6'
P-3'
2'-7•
L2% 'x 2% LUGS TO BEI
10'-4' LONG F-3% ' CAST WITH COLLAR C �QO������ om C
ONE WELDED B IIip
JOINT
MELD ALL
CONNECTORS
TO COLLA
io N
BRACENAL' RISS 6'
IlI1 'x 1' 11 4* 1%-' - 2
4'
3'A 'x 4' STUD SHEAR
CONNECTORS D 9 ITI -12-�II �fr
Issas!1" SECTION C -C
�"'�• APPROXIMATE WEIGHT
IMENSIONS FO CAST IRON GRATE 363 •8 LBS.
CAST IRON ONLY
NOTE:
ANY ALTERNATE METHODS OF ANCHORAGE,MEETING
THE APPROVAL OF THE ENGINEER,MAY BE SUB-
STITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON.
-� DETAIL OF COLLAR AND GRATE
7 , STANDARD DROP INLET 12" - 24" PIPE MAX. DEPTH (H).10' (DI -1)
302 N.T.S
VDOT SM. NO. 104.01
P P
660m 38m
1/4" (6mm) DIA 3 1/8 P
NEOPRENE GASKET 7 m
1 5/8
23
16m P
584m
SECTION
TYPICAL SANITARY SEWER MANHOLE FRAME & COVER
NTS
FIG. S -I -D
MANHOLE FRAME AND
SELF SEALING COVER
SURFACE GRADE
Z X - IIII -III'
I I
26"
° •D
X °
° MM�
a
(O N
A.
°
D
5" MIN) D VARIES
VARIES WfLH
MH DIA.
D
f;
FRAME & COVER
SEE FIG. S -I -D, E
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA
1' 0" MAX 26" "WEDG LOK" TYPE RUBBER COATED
e STEEL STEPS OR APPROVED EQUAL
CAST IN PLACE
�� PRECAST REINFORCED CONCRETE
A' SECTIONS WITH "O" RING SEALS
OR APPROVED EQUAL
X-0" MIN e
.Q THE DROP CONNECTION SHALL BE
e _DUCTILE IRON PIPE (CLASS 50)
6" BACKFILLED IN 6" LAYERS AND
COMPACTED BY HAND TAMPERS OR
12 MIN BACKFILLED WITH SELF -COMPACTING
16" MAX STONE.
6-
4 MINIMUM ELEVATION DIFFERENCE
12"MIN 12"MIN ACROSS M.H. FROM INLET TO
VARIE OUTLET SHALL BE 0.20 FEET
'•' D, A FILLETED INVERT FOR A SMOOTH
0 •'' TRANSITION OF FLOW BETWEEN
x p. INLET & OULET PIPE SHALL BE
s t 'G PROVIDED.
12 Q. D" •.. • D! D .:•' D
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. 6" BEDDING WITH NO. 68 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
4 TYPICAL MANHOLE WITH D
0802 NTS
FIG. S -I -C
rl
8�
MANHOLE FRAME AND
SELF SEALING COVER
Y
{ OPTIONAL FLAT -TO -TOP SECTION
FLEXIBLE WATERTIGHT PIPE TO MANHOLE
SEAL IS REQUIRED. THE ANNULAR SPACE
BETWEEN THE PIPE AND MANHOLE WALL
5" (MIN)SHALL BE FITTED WITH TROWELABLE BUTYL
RUBBER MASTIC GASKET MATERIAL.
BENCH SLOPE: 2" PER FOOT
U
D,
iv a: • s BEDDING MATERIAL
MIN 6
=Iii=i
PRECAST MANHOLE GENERAL NOTES
FLAT TOP SLAB MAY BE USED FOR 5'-0" AND 6'-0" DIA.
MANHOLES.
PRECAST CONCRETE ADJUSTING RINGS TO BE REINFORCED
WITH ONE LINE OF STEEL CENTERED WITHIN THE RING.
WHERE NECESSARY RINGS SHALL BE GROOVED TO RECEIVE
STEP.
CONCRETE AND STEEL REINFORCEMENT SHALL CONFORM TO
DESIGNATION C-478 REQUIREMENTS OF ASTM SPECIFICATIONS.
JOINTS SHALL BE WATERTIGHT AND SHALL BE MADE USING
RUBBER GASKETS OR BUTYL RUBBER MASTIC MATERIAL.
AREA OF CIRCUMFERENTIAL STEEL = 0.12 SQ. INCH PER
LINEAL FOOT.
6" BEDDING MATERIAL REQUIRED UNDER BASE. MANHOLES
TO BE BACKFILLED WITH NO. 68 STONE
TYPICAL MANHOLE WALL THICKNESS
FOR VARYING
DIAMETER
MANHOLES:
48"
DIA,
MH. = 5"
60"
X22 ZJ
lV
72"
DIA.
u
84"
DIA.
io N
BRACENAL' RISS 6'
IlI1 'x 1' 11 4* 1%-' - 2
4'
3'A 'x 4' STUD SHEAR
CONNECTORS D 9 ITI -12-�II �fr
Issas!1" SECTION C -C
�"'�• APPROXIMATE WEIGHT
IMENSIONS FO CAST IRON GRATE 363 •8 LBS.
CAST IRON ONLY
NOTE:
ANY ALTERNATE METHODS OF ANCHORAGE,MEETING
THE APPROVAL OF THE ENGINEER,MAY BE SUB-
STITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON.
-� DETAIL OF COLLAR AND GRATE
7 , STANDARD DROP INLET 12" - 24" PIPE MAX. DEPTH (H).10' (DI -1)
302 N.T.S
VDOT SM. NO. 104.01
P P
660m 38m
1/4" (6mm) DIA 3 1/8 P
NEOPRENE GASKET 7 m
1 5/8
23
16m P
584m
SECTION
TYPICAL SANITARY SEWER MANHOLE FRAME & COVER
NTS
FIG. S -I -D
MANHOLE FRAME AND
SELF SEALING COVER
SURFACE GRADE
Z X - IIII -III'
I I
26"
° •D
X °
° MM�
a
(O N
A.
°
D
5" MIN) D VARIES
VARIES WfLH
MH DIA.
D
f;
FRAME & COVER
SEE FIG. S -I -D, E
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA
1' 0" MAX 26" "WEDG LOK" TYPE RUBBER COATED
e STEEL STEPS OR APPROVED EQUAL
CAST IN PLACE
�� PRECAST REINFORCED CONCRETE
A' SECTIONS WITH "O" RING SEALS
OR APPROVED EQUAL
X-0" MIN e
.Q THE DROP CONNECTION SHALL BE
e _DUCTILE IRON PIPE (CLASS 50)
6" BACKFILLED IN 6" LAYERS AND
COMPACTED BY HAND TAMPERS OR
12 MIN BACKFILLED WITH SELF -COMPACTING
16" MAX STONE.
6-
4 MINIMUM ELEVATION DIFFERENCE
12"MIN 12"MIN ACROSS M.H. FROM INLET TO
VARIE OUTLET SHALL BE 0.20 FEET
'•' D, A FILLETED INVERT FOR A SMOOTH
0 •'' TRANSITION OF FLOW BETWEEN
x p. INLET & OULET PIPE SHALL BE
s t 'G PROVIDED.
12 Q. D" •.. • D! D .:•' D
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. 6" BEDDING WITH NO. 68 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
4 TYPICAL MANHOLE WITH D
0802 NTS
FIG. S -I -C
rl
8�
MANHOLE FRAME AND
SELF SEALING COVER
Y
{ OPTIONAL FLAT -TO -TOP SECTION
FLEXIBLE WATERTIGHT PIPE TO MANHOLE
SEAL IS REQUIRED. THE ANNULAR SPACE
BETWEEN THE PIPE AND MANHOLE WALL
5" (MIN)SHALL BE FITTED WITH TROWELABLE BUTYL
RUBBER MASTIC GASKET MATERIAL.
BENCH SLOPE: 2" PER FOOT
U
D,
iv a: • s BEDDING MATERIAL
MIN 6
=Iii=i
PRECAST MANHOLE GENERAL NOTES
FLAT TOP SLAB MAY BE USED FOR 5'-0" AND 6'-0" DIA.
MANHOLES.
PRECAST CONCRETE ADJUSTING RINGS TO BE REINFORCED
WITH ONE LINE OF STEEL CENTERED WITHIN THE RING.
WHERE NECESSARY RINGS SHALL BE GROOVED TO RECEIVE
STEP.
CONCRETE AND STEEL REINFORCEMENT SHALL CONFORM TO
DESIGNATION C-478 REQUIREMENTS OF ASTM SPECIFICATIONS.
JOINTS SHALL BE WATERTIGHT AND SHALL BE MADE USING
RUBBER GASKETS OR BUTYL RUBBER MASTIC MATERIAL.
AREA OF CIRCUMFERENTIAL STEEL = 0.12 SQ. INCH PER
LINEAL FOOT.
6" BEDDING MATERIAL REQUIRED UNDER BASE. MANHOLES
TO BE BACKFILLED WITH NO. 68 STONE
TYPICAL MANHOLE WALL THICKNESS
FOR VARYING
DIAMETER
MANHOLES:
48"
DIA,
MH. = 5"
60"
DIA.
MH. = 6"
72"
DIA.
MH. = 7"
84"
DIA.
MH. = 8"
96"
DIA.
MH. = 9"
A. ° ° D
•°
OD D D D D D D
M
OPTIONAL POURED BASE
8 PRECAST MANHOLE
C802 N.T.S.
PRECAST RISER
SECTION
- CLASS "D"
CONCRETE
KahlerSlater
Martha
Jefferson Hospital
�Matthews
DCVF1OPMLNT(LC
A
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, WI. 53214-1470
A NH A LT 414-259-1500
SCHLOEMER
aed Associates Inc. FAX 259-0037
Rummel, Klepper & Kahl, LLP
ConsullingEngnaeors
09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
08/20/08 ACSA RE -SUBMITTAL
08/08/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
07/22/08 ACSA RE -SUBMITTAL
05/30/08 MASS GRADING AND EROSION
CONTROL RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
05/06/08 ACSA RE -SUBMITTAL
04/11/08 MASS GRADING AND EROSION
C T L RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
01/23/08 MG & EC, RW & RWU
OCT;
KEY PLAN:
8
d t
B b c
RW1110RA1 tat xoPln
NTS
Martha Jefferson Hospital
Project No.
20060001.10
Sheet Title
SEWER DETAILS
CopAhl Kohler Slater Architects, Inc. 2008
111 Well Wixmsin Avenue, MiboAft. wiscmin 53203
Telophone 414.272.2000 Fox 414272.2001
110 King Street, Maelson, Wisconsin 53703
Telephone 608.283.6300 Fax 608.283.6317
Sheet No.
C802
Q
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F
o
Q
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CO
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09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
08/20/08 ACSA RE -SUBMITTAL
08/08/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
07/22/08 ACSA RE -SUBMITTAL
05/30/08 MASS GRADING AND EROSION
CONTROL RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE PLAN RE -SUBMITTAL
05/06/08 ACSA RE -SUBMITTAL
04/11/08 MASS GRADING AND EROSION
C T L RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL
01/23/08 MG & EC, RW & RWU
OCT;
KEY PLAN:
8
d t
B b c
RW1110RA1 tat xoPln
NTS
Martha Jefferson Hospital
Project No.
20060001.10
Sheet Title
SEWER DETAILS
CopAhl Kohler Slater Architects, Inc. 2008
111 Well Wixmsin Avenue, MiboAft. wiscmin 53203
Telophone 414.272.2000 Fox 414272.2001
110 King Street, Maelson, Wisconsin 53703
Telephone 608.283.6300 Fax 608.283.6317
Sheet No.
C802
1.1
CAP UNIT
I
(SRW) UNITS
BATTER WALL
10" MAX.
TOP SOIL GRADE TO PREVENT
SURFACE PONDING
4" MIN.
DRAINAGE
AGGREGATE
COMPACTED
REINFORCED
(INFILL
SOIL ZONE)
6" (MIN.)
e SEGMENTAL RETAINING WALL SECTIO
C804 N
N.T.S.
RETAINED
SOIL ZONE
COMMON COMPACTED
BACKFILL)
GEOSYNTHETIC
REINFORCEMENT.
REQUIRED WHERE
"H" EXCEEDS 5'-0",
OPTIONAL WHERE
LESS THAN 5'-0"
NOTE:
THE CONTRACTOR SHALL INSTALL TWO HANDRAILS TOTAL, ONE ON
EACH SIDE OF STAIR. ALLOW A MIN OF 3" CLEARENCE FROM
THE EDGE OF GONG. HANDRAILS SHALL BE PROVIDED FOR ALL STAIRS.
ALL RAILINGS OVER 5'-0" TO 8'-0" IN LENGTH WILL
HAVE ONE CENTER POST. ALL RAILINGS OVER 8'-0"
TO 12'-0" IN LENGTH WILL HAVE TWO CENTER POSTS.
HANDRAIL SHALL
MATCH ARCHITECTURAL
GAURDRAIL.
SEE ARCHITECTURAL.
1'-0"
J
1'-11"
I
N —
V /
-x J x- /
/
I /
I /
/
I /
I /
I /
I /
/
I /
eCONCRETE STEP HANDRAIL SECTION
C804 N.T.S.
TREADS 0 12" 1•_6"
SEE DETAIL
1/2' COMP. FILLER
SLAB GRADE,
SEE PLAN
T/SLAB
—z o SEE PLAN
h
2-#4
� I
® CONC. FIN-2,TYP
#4®12" O.C. WITH
180' HK EA. END
1/2" COMP. FILLER 1
SLAB ON GRADE, rn,
SEE PLAN #4®12" O.C.—
/
T SLAB /
• COMPACTED\ / STAIR NOSING
SEE PLAN z x— FILL f/) / INSERT
a 2- #4qN7 1,TYP
1 e 1'-6" / / (EACH STEP)
/
/
I /
I /
DETAIL A
/
1 /
J NOTE:
#4®12
�K" CHAMFER
(TYP.)
2" E.W.
a5®12" BNT-
1 -15 x 1 -6"
(TYP-)
SECTION THROUGH STEP
THE CONTRACTOR SHALL INSTALL TWO HANDRAILS TOTAL, ONE ON
EACH SIDE OF STAIR. ALLOW A MIN OF 3" CLEARENCE FROM
THE EDGE OF GONG. HANDRAILS SHALL BE PROVIDED FOR ALL STAIRS.
HANDRAIL SHALL MATCH ARCHITECTURAL GAURDRAIL. SEE ARCHITECTURAL.
ALL RAILINGS OVER 5'-0" TO 8'-0" IN LENGTH WILL HAVE ONE
CENTER POST. ALL RAILINGS OVER 8'-0" TO 12'-0" IN LENGTH WILL
HAVE TWO CENTER POSTS.
e CONCRETE STEP SECTIO
C804 N
N.T.S.
VDOT CG -6 6" CURB
& GUTTER
I
e e p
VDOT CG -2 6" CURB e • T > •ten e q/
& GUTTER ? :e-:e•.�"•a '."e -.Q .e .1•.e
ASPHALT "
PAVEMENT
ASPHALT
PAVEMENT
NOTE: WARP 5 -FOOT SEGMENT OF
CG -6 6" CURB & GUTTER
TO MATCH PAVEMENT SLOPE
AT START OF CG -2 6" CURB
& GUTTER SECTION.
VDOT CG -6 6" CURB
3 & GUTTER
0800 ASPHALT 5
VDOT CG -2 6" CURB PAVEMENT
& GUTTER
eGUTTER TRANSITION DETAIL
C804 N.T.S.
KahlerSlater
Martha
Jefferson xosp;<tal
IfMalliD17VELOPMENTth'1161IF0TW411
COMPANY I IT
A
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, VA. 53214-1470
ANHALT 4114-259-1500
SCHLOEMER
and Associates Inc. FAX 259-0037
Rummel, Klepper & Kahl, LLP
Connilhng Engineers
ID
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13
M
PLAN
0
W
PLAN
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�xxxxxx
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05/23/08 COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
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1.1
CAP UNIT
I
(SRW) UNITS
BATTER WALL
10" MAX.
TOP SOIL GRADE TO PREVENT
SURFACE PONDING
4" MIN.
DRAINAGE
AGGREGATE
COMPACTED
REINFORCED
(INFILL
SOIL ZONE)
6" (MIN.)
e SEGMENTAL RETAINING WALL SECTIO
C804 N
N.T.S.
RETAINED
SOIL ZONE
COMMON COMPACTED
BACKFILL)
GEOSYNTHETIC
REINFORCEMENT.
REQUIRED WHERE
"H" EXCEEDS 5'-0",
OPTIONAL WHERE
LESS THAN 5'-0"
NOTE:
THE CONTRACTOR SHALL INSTALL TWO HANDRAILS TOTAL, ONE ON
EACH SIDE OF STAIR. ALLOW A MIN OF 3" CLEARENCE FROM
THE EDGE OF GONG. HANDRAILS SHALL BE PROVIDED FOR ALL STAIRS.
ALL RAILINGS OVER 5'-0" TO 8'-0" IN LENGTH WILL
HAVE ONE CENTER POST. ALL RAILINGS OVER 8'-0"
TO 12'-0" IN LENGTH WILL HAVE TWO CENTER POSTS.
HANDRAIL SHALL
MATCH ARCHITECTURAL
GAURDRAIL.
SEE ARCHITECTURAL.
1'-0"
J
1'-11"
I
N —
V /
-x J x- /
/
I /
I /
/
I /
I /
I /
I /
/
I /
eCONCRETE STEP HANDRAIL SECTION
C804 N.T.S.
TREADS 0 12" 1•_6"
SEE DETAIL
1/2' COMP. FILLER
SLAB GRADE,
SEE PLAN
T/SLAB
—z o SEE PLAN
h
2-#4
� I
® CONC. FIN-2,TYP
#4®12" O.C. WITH
180' HK EA. END
1/2" COMP. FILLER 1
SLAB ON GRADE, rn,
SEE PLAN #4®12" O.C.—
/
T SLAB /
• COMPACTED\ / STAIR NOSING
SEE PLAN z x— FILL f/) / INSERT
a 2- #4qN7 1,TYP
1 e 1'-6" / / (EACH STEP)
/
/
I /
I /
DETAIL A
/
1 /
J NOTE:
#4®12
�K" CHAMFER
(TYP.)
2" E.W.
a5®12" BNT-
1 -15 x 1 -6"
(TYP-)
SECTION THROUGH STEP
THE CONTRACTOR SHALL INSTALL TWO HANDRAILS TOTAL, ONE ON
EACH SIDE OF STAIR. ALLOW A MIN OF 3" CLEARENCE FROM
THE EDGE OF GONG. HANDRAILS SHALL BE PROVIDED FOR ALL STAIRS.
HANDRAIL SHALL MATCH ARCHITECTURAL GAURDRAIL. SEE ARCHITECTURAL.
ALL RAILINGS OVER 5'-0" TO 8'-0" IN LENGTH WILL HAVE ONE
CENTER POST. ALL RAILINGS OVER 8'-0" TO 12'-0" IN LENGTH WILL
HAVE TWO CENTER POSTS.
e CONCRETE STEP SECTIO
C804 N
N.T.S.
VDOT CG -6 6" CURB
& GUTTER
I
e e p
VDOT CG -2 6" CURB e • T > •ten e q/
& GUTTER ? :e-:e•.�"•a '."e -.Q .e .1•.e
ASPHALT "
PAVEMENT
ASPHALT
PAVEMENT
NOTE: WARP 5 -FOOT SEGMENT OF
CG -6 6" CURB & GUTTER
TO MATCH PAVEMENT SLOPE
AT START OF CG -2 6" CURB
& GUTTER SECTION.
VDOT CG -6 6" CURB
3 & GUTTER
0800 ASPHALT 5
VDOT CG -2 6" CURB PAVEMENT
& GUTTER
eGUTTER TRANSITION DETAIL
C804 N.T.S.
KahlerSlater
Martha
Jefferson xosp;<tal
IfMalliD17VELOPMENTth'1161IF0TW411
COMPANY I IT
A
One Honey Creek Corporate Center
125 South 84th Street, Suite 401
GRAEF Milwaukee, VA. 53214-1470
ANHALT 4114-259-1500
SCHLOEMER
and Associates Inc. FAX 259-0037
Rummel, Klepper & Kahl, LLP
Connilhng Engineers
ID
sro
>g - to
13
M
PLAN
FINAL SUBMITTAL
W
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RE -SUBMITTAL
�xxxxxx
J
00
05/23/08 COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
N
Q
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09/08/08 COUNTY FINAL SITE
PLAN
FINAL SUBMITTAL
08/26/08 COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
08/08/08 COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
05/23/08 COUNTY FINAL SITE
PLAN
RE -SUBMITTAL
03/31/08 ARB FINAL SITE PLAN SUBMITTAL
03/07/08 BID PACKAGE 2
SEAL:
JOAN T. McCArW
LIC. NO. 4n00
KEY PLAN:
AV
NTS
Martha Jefferson Hospital
Project No.
20060001.10 m7l. B
Sheet Title
SITE DETAILS
Copyright Kanter Slater kchilects, Inc. 2008
111 West Wacoasin Avenue, Mih.oukee. Wisconsin 53203
Telephone 414.272.2000 Fa. 414.272.2001
110 Kng Short, Madison, Wiscomin 53703
Telephone 608.283.6300 Fa. 608.283.6317
Sheet No.
C804
0 80 160
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