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Home My WebLink AboutSDP200800016 Plan - Approved Final Site Plan and Comps. 2008-09-29J Q Z l� I 0 fy- w O U O I O I U / O O / 0) / (D V) / 0 Q U 0 O O ED O O N � c0 00 Q 0 O N O N V) N � \ M O oo M CF) J Martha Jefferson Hospital 459 Locust Avenue Charlottesville, VA 22902 P: 434 - 982 -7000 P: 800 - 633 -6353 (toll free) F: 434 -982 -7324 www.marthojefferson.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 U7,1011 =171- I Kahler Slater Architects 111 West Wisconsin Avenue Milwaukee, WI 53203 P: 414- 272 -2000 F: 414- 272 -2001 www.kohlerslater.com Peter Jefferson Place, Rivanna Magisterial District Albemarle County, Virginia G% • I r r�iY r fit,• � a 'g 51i, v SITE IQ— v ! MowrIMLo . l N 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.gosoi.com VICINITY MAP Scale: 1 " = 2000' Mechanical, Plumbing, Electrical, and Fire Protection Engineers Ring & DuChateau 10101 Innovation Drive, Suite 200 Milwaukee, WI 53226 P: 414- 778 -1700 F: 414- 778 -2360 www.ringdu.com Civil and Traffic Engineers Graef, Anhalt, Schloemer &Assoc. Rummel, Klepper & Kahl, LLP One Honey Creek Corporate Center 801 East Main Street, Suite 1000 125 South 84th Street, Suite 401 Richmond, VA 23219 Milwaukee, WI 53214 P: 804 - 782 -1903 P: 414- 259 -1500 P: 800- 510 -4755 (toll free) F: 414- 259 -0037 F: 804 - 782 -2142 www.gosai.com www.rkkengineers.com Landscape Architects Hughes, Good, O'Leary and Ryan 6 Executive Park Drive, Suite 300 Atlanta, CA 30329 P: 404 - 248 -1960 F: 404 - 248 -1092 www.hgor.com SIGNATURE PANEL: Ablemade County Planning Department: Ablemarle County Zoning Department: Ablemade County Engineering Department: Ablemade County Building Official: Ablemade County Fire Chief: Ablemade County Service Authority: Virginia Department of Transportation: Other: Construction Manager M.A. Mortenson Company 17975 West Sarah Lane Brookfield, WI 53045 P: 262- 879 -2500 F: 262 - 879 -2510 www.mortenson.com 0/0 i iii.. � �! • V KahlerSlater Martha Jefferson Hospital jamoffhews DEVELOPtOENT (7.0MPANY Hf: One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214 -1470 A N H A LT TEL 414 -259 -1500 SCROEMER and Associates Inc. FAX 414259 -0037 FMA Rummel, Klepper & Kahl, LLP Consulting Engineers 1J5.ab �9.o$ September 8, 2008 County Final Site Plan Final Submittal August 26, 2008 Final County Site Plan Resubmittal August 8, 2008 Final County Site Plan Resubmittal Martha Jefferson Hospital SEP 10 2008 Pro�ec�' o y . AC i "- 206110.01 Sheet Title Cover Sheet Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 110 King Street, Madison, Wisconsin 53703 Telephone 608.283.6300 Fax 608.283.6317 Sheet No. T1.000 CLs M >r i to O 0 i s 0 r^D m o ° i a J Q Z LLL I O X W Z I O O I U O O / / / 0 a U / O O O cn O O N � cp 00 < 0 o V) co M o) J CIVIL SEAL: T1.000 COVER SHEET T1.001 SHEET INDEX C001 EXISTING CONDITIONS SURVEY — ENTIRE LOT C002 NORTHWEST EXISTING CONDITIONS PLAN C003 NORTHEAST EXISTING CONDITIONS PLAN C004 SOUTHWEST EXISTING CONDITIONS PLAN C005 SOUTHEAST EXISTING CONDITIONS PLAN CO10 PROPOSED BOUNDARY CONDITIONS C100 CRITICAL SLOPE PLAN C101 NORTHWEST CRITICAL SLOPE PLAN C102 NORTHEAST CRITICAL SLOPE PLAN C103 SOUTHWEST CRITICAL SLOPE PLAN C104 SOUTHEAST CRITICAL SLOPE PLAN C110 MISC. EXHIBITS C111 MISC. EXHIBITS C200 OVERALL LAYOUT PLAN C201 NORTHWEST LAYOUT PLAN C202 NORTHEAST LAYOUT PLAN C203 SOUTHWEST LAYOUT PLAN C204 SOUTHEAST LAYOUT PLAN C210 OVERALL PHASING PLAN C300 OVERALL GRADING PLAN C330 GRADING PLAN WEST C331 GRADING PLAN SOUTHWEST C332 GRADING PLAN SOUTH— CENTRAL C333 GRADING PLAN EAST C334 GRADING PLAN NORTH— CENTRAL C335 GRADING PLAN NORTHWEST C336 GRADING PLAN NORTHEAST C337 GRADING PLAN SOUTHEAST C400 OVERALL PAVING PLAN C401 NORTHWEST PAVING PLAN C402 NORTHEAST PAVING PLAN C403 SOUTHWEST PAVING PLAN C404 SOUTHEAST PAVING PLAN 0500 OVERALL STORM SEWER PLAN C505 EXISTING DRAINAGE CONDITIONS PLAN C510 STORMWATER MANAGEMENT PLAN C511 STORMWATER MANAGEMENT PLAN C530 STORM SEWER PLAN AND PROFILE C531 STORM SEWER PLAN AND PROFILE C532 STORM SEWER PLAN AND PROFILE C533 STORM SEWER PLAN AND PROFILE C534 STORM SEWER PLAN AND PROFILE C535 STORM SEWER PLAN AND PROFILE C536 STORM SEWER PLAN AND PROFILE C537 STORM SEWER PLAN AND PROFILE C538 STORM SEWER PLAN AND PROFILE C800 PAVING DETAILS C802 SEWER DETAILS C803 SEWER DETAILS C804 SITE DETAILS C805 SITE DETAILS C806 SITE DETAILS ESC100 EXISTING CONDITIONS PLAN ESC110 EXISTING DRAINAGE PLAN ESC120 PROPOSED PHASE 1 DRAINAGE PLAN ESC130 PROPOSED PHASE 2 DRAINAGE PLAN ESC140 PROPOSED FINAL DRAINAGE PLAN ESC200 PHASE 1 —A EROSION AND SEDIMENT CONTROL PLAN ESC210 PHASE 1 —B EROSION AND SEDIMENT CONTROL PLAN ESC220 PHASE 1 —C EROSION AND SEDIMENT CONTROL PLAN ESC260 PHASE 1 RESTORATION PLAN ESC270 PHASE 1 CONSTRUCTION TRAILER EROSION do SEDIMENT CONTROL PLAN ESC300 PHASE 2 —A EROSION AND SEDIMENT CONTROL PLAN ESC301 PHASE 2 —B EROSION AND SEDIMENT CONTROL PLAN ESC305 PHASE 2 EROSION AND SEDIMENT CONTROL PLAN ESC310 PHASE 2 RESTORATION PLAN ESC515 EROSION AND SEDIMENT CONTROL PLAN DETAIL SHEET ESC520 FINAL EROSION AND SEDIMENT CONTROL DETAIL PLAN EL100 SITE PLAN — LIGHTING EL101 SITE PLAN — SCHEDULES, STATISTICS AND CUT SHEETS LS -1 LANDSCAPE DEVELOPMENT PLAN — OVERALL LS -2 LANDSCAPE DEVELOPMENT PLAN — PARTIAL PLAN LS-3 LS-3 LANDSCAPE DEVELOPMENT PLAN — PARTIAL PLAN LS -4 LANDSCAPE DEVELOPMENT PLAN — PARTIAL PLAN LS -5 LANDSCAPE DEVELOPMENT PLAN — PARTIAL PLAN 12b ENTRANCE PROFILES GENERAL NOTE: MULTIPLE BID PACKAGES ARE BEING USED DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT. TH MULTIPLE BID PACKAGES ARE INTENDED TO BE COMPLIMENTARY AND CUMULATIVE° PREVIOUS BID PACKAGE DOCUMENTS ARE NOT INCLUDED WITHIN THIS SET, BUT ARE AVAILABLE FROM THE CONSTRUCTION MANAGER. CONTRACTORS SHALL REVIEW ALL OF THE INFORMATION CONTAINED WITHIN EACH ISSUED BID PACKAGE FOR UNDERSTANDING THE FULL SCOPE OF WORK, THE DESIGN INTENT AND TO COORDINATE THEIR SCOPE OF WORK WITH SCOPE OF WORK PREVIOUSLY AWARDED. lQhlerSlater Martha Jefferson Hospital GRAEF Milwaukee, Wl. 53214-1470 A N H A LT 414 - 259-1500 SCHLOEM ER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP y Cvnsldting Engineers September 8, 2008 County Final Site Plan Final Submittal August 26, 2008 Final County Site Plan Resubmittal August 8, 2008 Final County Site Plan Resubmittal SEAL: KEY PLAN: PLAN NORTH TRUE NORTH NITS (D (?) Martha Jefferson Hospital Project No. O��'J" m 2061 10.01 0 z w Sheet Title SHEET INDEX U d m Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 0 Telephone 414.272.2000 Fox 414.272.2001 / 110 King Street, Madison, Wisconsin 53703 8 Telephone 608.283.6300 Fax 608.283.6317 Sheet No. N o T1.001 g i a LEGEND GENERAL NOTES o MANHOLE 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 ■ STORM INLET MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902 -5902, IN THE SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY 0- CLEANOUT TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER ._ WATER VALVE APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT REFLECT CURRENT CONDITIONS. { TREE 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING MAJOR CONTOUR CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER OWN SATISFACTION. EXISTING MINOR CONTOUR MENU_ 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED 0 100 200 - - -*s- - - - - - - EXISTING STORM SEWER BY THE N.G.S. OF THE N.O.A.A. - - -• - - - - - - EXISTING SANITARY SEWER - - - �- - - - - - EXISTING WATER MAIN - - - -_ - - - - - - EXISTING TELEPHONE 4 P/L PROPERTY LINE ! rr tip! k -� - RIGHT OF WAY LINE / —F..— — — — — - EASEMENT NOT 28 on ti- a,a ' gga�r• -- `___-�.._ ---- - N 4 1 NZ _ PA TMP 78 - 20J P'` no address assigned State Farm Mutual - O Auto Insurance Co -- -%° O D.B. 626 U D.B. 669 -- ,="=- p -= _- %D / 5 / r Q U �w� CD CD ! �� O B O �A O ` D.B. Q O 00 0 O V) \ 00 .. "-**' CO RVATI DB. 244 P. 3, PP. 4 t- —J T TMP 78 - 2W 1500 State Form State Farm M Auto Insuranc / D.B. 626 P. 466, 6%%A4 �/ Q 4 5 r I'lii l fflAlfi' —_ - `..__EAR- -•—•�. TMP • MJH Foundjti� _ �l • WOO - EASE 7_ ENT / "' =A ' wJ o E o �fi�l� • — I ; i Jr if - Q MP 78, s • •s, s - .,. Unive .. . r A v TMP 7 'v` V\ _.._...._; -- 355 W ell ID Pn rrell Land D v e D.B. 167 p 8 4 1' �t s if , r t _. 34.6 / T F .c� 4 S ) "", co . &-, IN- -a=- — 0 - �rl ..' �•' � AA AAA j; ' Ap" I woos - Op w It I� Y it - � rr .'- R=500.00' .�' tk s DeI=1 `► Peter Jefferson kwoy Building �- N .112 64 .. 315 316 . HE h KahlerSlater Martha e erson Hospital DMaffhews DEVELOPMENT COMPANY LIX: One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI .53214 -1470 A N H A LT 414- 259 -1500 SCMAMER �� -- and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLP Con.vdhng F. ngineers r• Z 1 Q J - Project Benchmark 525.85 PK Nall in Walk 1 w Provid d by Jordan Engineering frc F— J 00 previods Site Plans on Peter Jeffe Q O specifically the 2001 -2002 plan fc O Outpatient Care Center J CV / Z � m CV U_ � 0 U 8//i} 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL �tl /fF 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/30/08 MASS GRADING AND EROSION � ` CONTROL RE- SUBMITTAL \ l l I i 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL s \ 04/11/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 it �I i 1' j 01/23/08 MG do EC, RW do RWU 10 10 07 MASS GRADING AND EROSION t if CONTROL RE- SUBMITTAL � � � �rJ 1, l 1 / 10/22/07 FINAL SITE PLAN SUBMITTAL 1 I f 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 1 ; 1 ` %1 (I;! lI !� 07/18/07 BID PACKAGE #1 j ;i t l;, �� 06/05/07 MASS GRADING AND EROSION 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL: R 1r KEY PLAN: RM NTS d Martha Jefferson Hospital ' —� 1 Project No. / 20060001.10 V 1 Sheet Title ==' EXISTING CONDITIONS SURVEY Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, klodison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. cool o o; o E o �fi�l� • — I ; i Jr if - Q MP 78, s • •s, s - .,. Unive .. . r A v TMP 7 'v` V\ _.._...._; -- 355 W ell ID Pn rrell Land D v e D.B. 167 p 8 4 1' �t s if , r t _. 34.6 / T F .c� 4 S ) "", co . &-, IN- -a=- — 0 - �rl ..' �•' � AA AAA j; ' Ap" I woos - Op w It I� Y it - � rr .'- R=500.00' .�' tk s DeI=1 `► Peter Jefferson kwoy Building �- N .112 64 .. 315 316 . HE h KahlerSlater Martha e erson Hospital DMaffhews DEVELOPMENT COMPANY LIX: One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI .53214 -1470 A N H A LT 414- 259 -1500 SCMAMER �� -- and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLP Con.vdhng F. ngineers r• Z 1 Q J - Project Benchmark 525.85 PK Nall in Walk 1 w Provid d by Jordan Engineering frc F— J 00 previods Site Plans on Peter Jeffe Q O specifically the 2001 -2002 plan fc O Outpatient Care Center J CV / Z � m CV U_ � 0 U 8//i} 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL �tl /fF 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/30/08 MASS GRADING AND EROSION � ` CONTROL RE- SUBMITTAL \ l l I i 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL s \ 04/11/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 it �I i 1' j 01/23/08 MG do EC, RW do RWU 10 10 07 MASS GRADING AND EROSION t if CONTROL RE- SUBMITTAL � � � �rJ 1, l 1 / 10/22/07 FINAL SITE PLAN SUBMITTAL 1 I f 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 1 ; 1 ` %1 (I;! lI !� 07/18/07 BID PACKAGE #1 j ;i t l;, �� 06/05/07 MASS GRADING AND EROSION 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL: R 1r KEY PLAN: RM NTS d Martha Jefferson Hospital ' —� 1 Project No. / 20060001.10 V 1 Sheet Title ==' EXISTING CONDITIONS SURVEY Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, klodison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. cool 0 40 80 •tia 0 �d 7 ro8. s a i c o A3 v • 8-OogN 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 APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT t -''' / 1� �� - o� .. �Q/ 5.29' / l `' / 1 8'11'S 'o REFLECT CURRENT CONDITIONS. A 8�. 79 // - 1 <r� 9. 1 / / -1 � ,De - ' 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY i ��' CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER OWN SATISFACTION. ' ( - ' / }} A ,.✓ Imo" IRW 3, ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED ; j / I j - / �- \ 9 5 � c= JA 4. _ 'b'Z i 11 . BY THE N.G.S. OF THE N.O.A.A, j I / 2 38 W 6 o ' 1 / �3 "'� / - R = 65.8 AP 0WV 1 oter motor / / j - 4 ✓ / \ • '5SI% o o`OC. °• ! / / �. igot N��Q J ` 0 R 00.3 e �o \ r t \ \ Lc = 21.37' A= 223.56' t� ( / / 'r oundation = 460.00 ? A T 1 �F a Ivd. D. 507 pp. - 73 GjOAp,�`' 1 X9. M1 i / too Z . / .-° `QTR l� E � WZO ---SPECIES of ' j/\ �\� _ _ � — -- -- -- --'""— _.__ r 1J yfi/ \ `"-- -_ - -- ... _^ ..,,, /'% /rte•` !. - -- Storm Grp �r \ /" � . / \ - __- - _-- - - - -__ - - _ P -� 0 pt r loll _ Warning P �• U' /` r � / I - � / `- - - - -__ - -__. _- --_ _ - - - - -- _..- - - ---- "" --- ____ -'__ - -._ _ ,- -_- - - f -'"- =-- - _.._ / 79. I - 1 - - -- - cJ►� A '79.4 C\ \ 6 - __ -- — _ - - -- - - - - -- - -_ _ -- - �- - --- - - - - ..... - -- - / - -- MH o\ ___ -- _ -- __ _ __ __ -- — - -- S t o m C r 8 t @ s — -- - - - -- - _ _ _' - _ - -_- - T--,�` _ - - p > - _---' _ -- Inv . 44;.,( �� ..- I .� �y�� / \ ----- - ---- -- --- -- - - - - --___ _ -- _ ,- -. _._- -- _r--- _-- - __..,,'C --- i �. 6 ' p n 4 57. oe \Inv 0 u t 44, / / /\ \ _ ..,� — `� , f - f - r / i'-` `6 0 t 57 7 BP / a2 / ` / s /'oo / T EXISTIN / BP INTRX. � _DARK FIBER / Fiber- ptic -� / BP ldar�g Pos / Lc 80.82' / N '44 �,O =29 _ e� _� - -_ -- =324. �\ e1 =51' 36-TreA e° }'fJ o ! J6 -p 'oa 9. o / N, o f / one •lo�/ �d�j� p�L C Sr �o % A ° �m z N -- O U I O ° U O i# N O O 010 N i 00 Q 00 O N O V) / \ O j 00 M O) J W� i Tree k+ e _ 11a N, Ily rub 8-Ma old . . +- 1.7.8 j'�/ 18--Tr 2 so. 0 \ N� • PVC t I00U'_I \�\ C. Prop. Road? Voo 70 D \ rnig I / � Inv zr y`� zy ol San l / r rte' -- Pv Pos . C. Pr p. Rq`ad? • VEN �yo'� - ---"-' °•r .� _� _V ----- - 3513 - - -- �`_ 35x9 -� z_5E N -- g d T� r Soo 3SV3 - b 447.30 _T4, Out 441,11 r �, - t %< ice_/ :MP 191 - 11 (P,ie r,�PI n).o N Lc =1 A 6 5 ' 6'03 E - 95 4 00 Del �6'0 5" PQ \ W. TM P 78 - 20C1, 20C 400 Worrell Drive 1; University of Virginia Founda%n D.B712 p. 325 1674 p. 48 at) D.B. 1682 p. 617 lQhlerSlater Martha Jefferson Hospital ilmoffhews DEVF.U?PMENT COMPANY 1,1.(: One Honey Creek Corporate Center f 125 South 84th Street, Suite 401 GRAEF f Milwaukee, WI. 53214 -1470 A N H A LT 414 - 259 -1500 SCHLOEMER \ and Associates Iwe. FAX 259 -0037 Rummel, Klepper & Kahl, LLP \ Consulting Engineers R EXISTING FIBER Z LEGEND 0 MANHOLE M STORM INLET 0 co CLEANOUT ewe WATER VALVE COUNTY FINAL SITE TREE W EXISTING MAJOR CONTOUR 03/07/08 BID PACKAGE 2 EXISTING MINOR CONTOUR 00 - - -OSTM - - - EXISTING STORM SEWER - - -wsµ - - - EXISTING SANITARY SEWER - - - -"- - - EXISTING WATER MAIN - - - -T- - - - EXISTING TELEPHONE PROPERTY LINE PAL 00 RIGHT OF WAY LINE --- R" — EASE — — — EASEMENT •tia 0 �d 7 ro8. s a i c o A3 v • 8-OogN 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 APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT t -''' / 1� �� - o� .. �Q/ 5.29' / l `' / 1 8'11'S 'o REFLECT CURRENT CONDITIONS. A 8�. 79 // - 1 <r� 9. 1 / / -1 � ,De - ' 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY i ��' CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER OWN SATISFACTION. ' ( - ' / }} A ,.✓ Imo" IRW 3, ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED ; j / I j - / �- \ 9 5 � c= JA 4. _ 'b'Z i 11 . BY THE N.G.S. OF THE N.O.A.A, j I / 2 38 W 6 o ' 1 / �3 "'� / - R = 65.8 AP 0WV 1 oter motor / / j - 4 ✓ / \ • '5SI% o o`OC. °• ! / / �. igot N��Q J ` 0 R 00.3 e �o \ r t \ \ Lc = 21.37' A= 223.56' t� ( / / 'r oundation = 460.00 ? A T 1 �F a Ivd. D. 507 pp. - 73 GjOAp,�`' 1 X9. M1 i / too Z . / .-° `QTR l� E � WZO ---SPECIES of ' j/\ �\� _ _ � — -- -- -- --'""— _.__ r 1J yfi/ \ `"-- -_ - -- ... _^ ..,,, /'% /rte•` !. - -- Storm Grp �r \ /" � . / \ - __- - _-- - - - -__ - - _ P -� 0 pt r loll _ Warning P �• U' /` r � / I - � / `- - - - -__ - -__. _- --_ _ - - - - -- _..- - - ---- "" --- ____ -'__ - -._ _ ,- -_- - - f -'"- =-- - _.._ / 79. I - 1 - - -- - cJ►� A '79.4 C\ \ 6 - __ -- — _ - - -- - - - - -- - -_ _ -- - �- - --- - - - - ..... - -- - / - -- MH o\ ___ -- _ -- __ _ __ __ -- — - -- S t o m C r 8 t @ s — -- - - - -- - _ _ _' - _ - -_- - T--,�` _ - - p > - _---' _ -- Inv . 44;.,( �� ..- I .� �y�� / \ ----- - ---- -- --- -- - - - - --___ _ -- _ ,- -. _._- -- _r--- _-- - __..,,'C --- i �. 6 ' p n 4 57. oe \Inv 0 u t 44, / / /\ \ _ ..,� — `� , f - f - r / i'-` `6 0 t 57 7 BP / a2 / ` / s /'oo / T EXISTIN / BP INTRX. � _DARK FIBER / Fiber- ptic -� / BP ldar�g Pos / Lc 80.82' / N '44 �,O =29 _ e� _� - -_ -- =324. �\ e1 =51' 36-TreA e° }'fJ o ! J6 -p 'oa 9. o / N, o f / one •lo�/ �d�j� p�L C Sr �o % A ° �m z N -- O U I O ° U O i# N O O 010 N i 00 Q 00 O N O V) / \ O j 00 M O) J W� i Tree k+ e _ 11a N, Ily rub 8-Ma old . . +- 1.7.8 j'�/ 18--Tr 2 so. 0 \ N� • PVC t I00U'_I \�\ C. Prop. Road? Voo 70 D \ rnig I / � Inv zr y`� zy ol San l / r rte' -- Pv Pos . C. Pr p. Rq`ad? • VEN �yo'� - ---"-' °•r .� _� _V ----- - 3513 - - -- �`_ 35x9 -� z_5E N -- g d T� r Soo 3SV3 - b 447.30 _T4, Out 441,11 r �, - t %< ice_/ :MP 191 - 11 (P,ie r,�PI n).o N Lc =1 A 6 5 ' 6'03 E - 95 4 00 Del �6'0 5" PQ \ W. TM P 78 - 20C1, 20C 400 Worrell Drive 1; University of Virginia Founda%n D.B712 p. 325 1674 p. 48 at) D.B. 1682 p. 617 lQhlerSlater Martha Jefferson Hospital ilmoffhews DEVF.U?PMENT COMPANY 1,1.(: One Honey Creek Corporate Center f 125 South 84th Street, Suite 401 GRAEF f Milwaukee, WI. 53214 -1470 A N H A LT 414 - 259 -1500 SCHLOEMER \ and Associates Iwe. FAX 259 -0037 Rummel, Klepper & Kahl, LLP \ Consulting Engineers R EXISTING FIBER Z COUNTY FINAL SITE PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL ^J 1..t COUNTY FINAL SITE PLAN RE- SUBMITTAL W ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 00 COUNTY FINAL SITE PLAN SUBMITTAL C) SCHEMATIC DESIGN PRICING PACKAGE CV Q Z 00 N U) C:) Z 0 U 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 SEAL: JOHN T. McCARTHY 11C. NO. 43= KEY PLAN: TM NTS ® ® Martha Jefferson Hospital Project No. 20060001.10 Sheet Title NORTHWEST EXISTING CONDITIONS SURVEY ./" ..... Copyright Kohler Sloter Architects, Inc. 2008 r/J - 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C002 L\ M O i O i U O O� UI O N J Q U , O t' O ) QO/ 0 N Q O 00 O_ O N N O O V) 00 O 00 M C J N TMP 78 - 20C1, 2007 400 Worrell Drive University of Virginia Found 0 0 D.B _2_7J2___._p. 325 \ —TffB 1674 p. 48 at) D.B. 1682 P. 617 520 ` OC P� - - - �` 355P rr Drive --- d Development 49' ` ---- ---- D. B. 1 4 482 T . • - - �-� -� P.B. 17 p. 42 p ASE .= er I C �, _ 0 AC IA,1 SE LID TION EAR` r / .' SEA I S D. 574 EA MENT �S S j R EL �8 P- 320 4.51 'p .,E / r 0 q .�� 90 � 45 7� V �EA i J( 1 t SOc -37.46 $'28-4.Q t 19 N PA ti- �, V \ 0 h�� \ / •oo \ , Qf- M r / \ I j J i 1 \ / v\ 1'00.. \ W \ \ EXISTING t ! �\ � F � DARK � ±, 'Cos, FIBER \ Sopr 52 18 \ ` t! /V v. 511. (, A. A ! ` CA !t �i ; �Qp p r 1 1 v, 13 1 i No I 1 \ \ - E�___ oe- � OR ENTAL PLANTS OUTH GHOUT OCC A/1 E A •� I n "1�3 �� Lc= 1 34.13' \ 7 *W A =134. 0' R =520.0 ' Qr 9' 1 •' j ry ` I TMP 78 - 3111 / 595 Peter fferson arkway / I MJH Foundati n / I D.B. 279 p. 00, pp. 1104 -205 (�lat) D.B. 610 p/ 014 ,/ om,� \ B. � 136 �i. 236 1( Camel® ollt 1 C / bl °� i t auI t 4 f• / i I M. 2- l �e 24! �t IF, v 0 v �s 4. - 524 ` lIV \ X t 0 V1- —1 — — — —E� — — — — — 0 r i� 1 1 �• L� t i v \ -o \ > f ` i 7 / \ 0 40 80 914 LEGEND 0 MANHOLE M STORM INLET o co CLEANOUT Owv WATER VALVE UJ TREE PRICING PACKAGE EXISTING MANOR CONTOUR --- ------ — -- -- EXISTING MINOR CONTOUR - - -1 STM - - - EXISTING STORM SEWER - - - *s- - - - EXISTING SANITARY SEWER - - - -■- - - EXISTING WATER MAIN - - - -T- - - - EXISTING TELEPHONE PROPERTY LINE PAL RIGHT OF WAY LINE - --nn.w —EASE— — — EASEMENT ♦ ♦ 0 Project PK Na' ProvidE previou specific Outpati 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. UJ 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PRICING PACKAGE CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER SUBMITTAL OWN SATISFACTION. (n 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED O BY THE N.G.S. OF THE N.O.A.A. KahlerSlater Martha Jefferson Hospital Matthews 'I DEVF.LOPNIENT COMPANY 11C One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A LT 414 -259 -1500 SCHLOEMER and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLP Consulting Engineers Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE Q 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 UJ 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL (n O J N Q --Z z co LL r V) Z Z) O U 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 SEAL: JOHN T. McCARTff y IJC. NO. 432M KEY PLAN: TM NTS ® 0 Martha Jefferson Hospital Project No. 20060001.10 b� Sheet Title NORTHEAST EXISTING CONDITIONS SURVEY 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. C003 O (D U I 00 / O O / 0) / / Q �TMP 7 00 Stat L§tate FQ 50 Aqu t o I r}�� ~4.R/ F % d n 1'Q /� I t 0 0� / 1PIC or I � n %/ F` { / t I r V 0 1. if if if � 1 � a / / ' p�l 1 rt] I ]h 1 / VC Po t L P. ol�e • PVC Post( C.�. Prop. R ad? • J � E ir r]p i i • (PVC Pot t `C.L P,op.� Road? PVC-1Rpst C.L. ire U IJ �'�,• F� Post C . L :'` P-r- o. Road? • PVC GENERAL NOTES I. 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. 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER OWN SATISFACTION. 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.O.A.A. J _, rl, zo, 1 : n Yla �a P� E7 EESE 0 40 80 O LEGEND O O M STORM INLET O' CLEANOUT 0•N WATER VALVE w TREE 01 EXISTING MAJOR CONTOUR O. - -- EXISTING MINOR CONTOUR - - - - - - -*sTM - - - EXISTING STORM SEWER EXISTING SANITARY SEWER - - - -"- - - EXISTING WATER MAIN - - - -T- � CO PROPERTY LINE Q t 00 —EASE — — O O to N (� N \ 00 O 00 M / O V / t I r V 0 1. if if if � 1 � a / / ' p�l 1 rt] I ]h 1 / VC Po t L P. ol�e • PVC Post( C.�. Prop. R ad? • J � E ir r]p i i • (PVC Pot t `C.L P,op.� Road? PVC-1Rpst C.L. ire U IJ �'�,• F� Post C . L :'` P-r- o. Road? • PVC GENERAL NOTES I. 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. 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER OWN SATISFACTION. 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.O.A.A. J _, rl, zo, 1 : n Yla �a P� E7 EESE 0 40 80 PLAN FINAL SUBMITTAL LEGEND O MANHOLE M STORM INLET O co CLEANOUT 0•N WATER VALVE w TREE 03/07/08 EXISTING MAJOR CONTOUR 00 - -- EXISTING MINOR CONTOUR - - - - - - -*sTM - - - EXISTING STORM SEWER EXISTING SANITARY SEWER - - - -"- - - EXISTING WATER MAIN - - - -T- - - - EXISTING TELEPHONE P/L PROPERTY LINE OF WAY LINE R- —EASE — — — FAgFUFNT J. P� EX, Qr KahlerSlater Martha JeffersonHospftal IsMat1hews l7EVF.LOPl,IENT COMPANY I.I.C. 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 Iwe. FAX 259-0037 Rummel, Klepper & Kahl, LLP Conmilhng F. ngrneers z COUNTY FINAL SITE PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL CL COUNTY FINAL SITE PLAN RE- SUBMITTAL w ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 00 COUNTY FINAL SITE PLAN SUBMITTAL °o J PRICING PACKAGE N Q Z 00 W IT- C:) z O V 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 SEAL: JOHN T. WCARM 11C. NO. 43280 KEY PLAN: ® ®TM NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title SOUTHWEST EXISTING CONDITIONS SURVEY 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. C004 l7 TMP \78 - 311' 595 Peter fferson orkwoy MJH Foundoti n D.B. 27 P. 00, pp. f104 -205 vat) D.B. 610 p. 014 B. 136 b. 236 EASE l EASE ' • /� � TI JJ l Lo O O U O O O O 0 40 80 LEGEND 0 MANHOLE C) M STORM INLET Q 0 co CLEANOUT _ 0 wv WATER VALVE O O TREE O EXISTING MAJOR CONTOUR O O - - - -- EXISTING MINOR CONTOUR O C114 - - —RMTM - - - EXISTING STORM SEWER Cfl - - - *�+ - - - EXISTING SANITARY SEWER Q 0 - - - - w- - - EXISTING WATER MAIN 00 0 O M cV _ _ _ -T- _ - -EXISTING TELEPHONE O M V) N O -P/L— PROPERTY LINE \ M CIO . • / w.. RIGHT OF WAY LINE — EASE — — —EASEMENT r c =37.46 A =40.46 0' 6rC S47'45 �' )eL =1.19' 17 Ilk k, � : T X r/ MM&T Lc = 134.1 3' = 07W 0 0A134' R =5 9.1 „ 7 �5r f / � 7 / I I e II t a ` C t V- a"I t C / ti f/ I r�fPV r ^o t j u i ! It ►/ t `A? �In It Qn i J ti �n N C� 6� r ( j // / 7 f 11;// `/ / / / 1P p a. P / \\ s� i - � f /y \ '_O 11 / 0 11 ` 524 OUTPATIENT CARE CENTER r 520 --522-- I v I Z m j ? i N A. Storm o, T o `518.6 ~-�„ � ,?� V / "pin `50$.5 "" I `� l° -� nc� 5 f ut '08.4 u „g am f �' - - - - -~- � / i \6' F `l ' � P - r� ..ter` m ter ° t� tOrm F1Ffi`- _ —... '°Z �T0Ie. V 1 Jc0'A J�1 18• / I and ¢pi of �uI t / -- _.Lc =38 Cwt 5 35 ,may" d 5��` - -_ ` k°uh = a % S72�JJ'E� -- s 95 °^�p� \ P / // =E •T= p_A�.�= 39g6.4�6 t / rrigo io \ P R— V4liS1'— — _E— Valk C. : - valve WV �� j " •. ` \ j // �-51*37'30 - -r- - ' �'" tion > \ me 0.0 PA 7 qc (( = DI- D = "\ 0 04'.'z T Storm o M H p 519 00\ o, Inv. 511.3 \`.\ -' `._3.50,_ �� d l r� TIi 590 Pet4 PJP D.B. D.B. 2764 D.B. 1< P4 PA ,0'66 Pn — Lc= 101.53' A= 101.69' ?f=4_a59' 10" O f a° �o 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 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 OWN SATISFACTION. 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.O.A.A. KahlerSlater Martha r Jefferson Hospital / Malfhews DEVELOPMENT COMPANY I:LC One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, Wl. 53214 -1470 A N H A LT 414 - 258 -1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Cron vu7ting F. ngirreenv 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE Q 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 w 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL Q00 —� N Q Z � 00 N LL. r U) O Z O � U 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 SEAL: i KEY PLAN: PLM NORM TIM ® ®TM NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title SOUTHEAST EXISTING CONDITIONS SURVEY 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. C005 LEGEND RIGHT OF WAY LINE PROPOSED BOUNDARY 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 N �y lQhlerSlater Martha PUI ODBEXRE (MAIN BOUNDARY TOM MLK V11- IN FEBRUARY OFN1993. WITH UPDATES R jefferson Hospital APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT P� $ EXISTING BOUNDARY REFLECT CURRENT CONDITIONS. TO BE RE- ESTABLISHED i a 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TMP 78 - 71 PROPOSED RIGHT OF CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER MJH Foundatipn •be;,. WAY LINE OWN SATISFACTION. 1575 State Form BI D 1whiatf hews .B. 2609 DEVELOPMENT COMPANY I:LC -E EXISTING EASEMENT I ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED D.B. 2607 pp � { bt) _ t� 0 100 200 PROPOSED UTILITY BY THE N.G.S. OF THE N.OA.A. r ,� �'' TMP 78 - 20C1, 20C2 —'"�— — — — EASEMENT (SEE UTILITY �.;;, , -a'' 400 Worrell Drive One Honey Creek Corporate Center H T S EE S University of Virginia Foundation � N6 D.B. 2712 p. 325 125 South 84th Street, Suite 401 Lc 42x1 / y 04'- - A � ' � � � D.B. 1674 p. 482 (plat) D.B. 1682 p. 617 / 0-5 R- 4 ,`, � � Milwaukee, W11. 53214-1470 ANHALT 414- 259 -1500 p . 576.0 , SCHLOENIER N ga e, 4 6 4p yE aad Associates lac. FAX 259 -0037 / �A9 1, wt �/, '� ? } (_ J►A , ,,, _ 10 TMP 78 - 20C / t/ O� - O'�`- •- ..- ._..._ d. '. '° 355 Worrell Drive. =2'50, _ ., �`� ,y Worrell Land & Development D.B. 1674 p. 482 I ♦ Rummel, Klepper & Kahl, LLP i p O r y 6` ��e` P.B. 17 p. 642 (plot) ♦ ConmillingFrigineers 445' 77' L"c 0 K to ';si .•:ae a `•F, ;' "- yta ^e Gr a " -'' / ,.,_ / / %t ' I'n I / X oo / IM- AT E ATION ,� • o� LOT '1E..fJ•�y , .- fro CF''r�is\ Q�� ' �T_ pQ h LOT L NE \ , r r, w / 4� ' I� / / r u � i / Sa. I 1 '/ Q�0 ` \ V •, • " ` V / .p /' / r / / �4`'. W �' "Y +� - / 6na •6457.7 • B. S8 1 ("� �O/ f.J. 24' .fi•J" ` 1 ``% w f,... }li \ ... o• , 44 - t ' / _c / / {o ��i /• — ` ` , •, Jl f•tr t1L / x;82' • z-, / / ....•. -- -IV sE- .sF r RAW '•'+•1'4 �, 2' ''"'-EI./ 35'- c.5s •Y�f.r,'`` t5�-In e2t.< ita - �M P. `_` \, �,r'y.ay. Gam- _ _ 1 Project Benchmark 525.85 +, PK No'! 'n Wak o- NI ... '4 s °' a2,: 9 T �" `�.SEM I �� I ��XI NG LOT 8 U LI w ` / /� �� SEwER q% �`; ` ; `TO' � -EST I'rov aed by JJrdCn F_nC�'nee!i'1C� rc v 'v„ a '1" , Prev. an n r i co �;L % / ��PR`( w \\ I:� \ I S D IaE .W I/ P aus Sire PI s u. mete ,ef`e J .�.�/ \;.. ac.P � s e if'ca Ey e 1t701 N dut.patient the Center- � O ,'�% C r r -�OO� ^ICrI ft / / ` j ' z N aI ,� CD �/j7• r'> 8 l , 9 / r'... �X / r— ' d R ` 'ti.... ' • r 1 a16 a ; TMP 7 I ' / fW j f j ! 595 Peter J on P rkway p MJH atio • / � :. .t,r: � 4� � � r D.B. 2792 > / ,` / 1 _ - - - - -- P• 2 04 -205 (plot)/ �" ,' / ,' + ��♦ LOT 1 1 �1 �• rr r t !t I'1 !� 1 0 d ddt �.d rt t D.B. 014 P D.B. p 236 / ` ` j' ` '�r , •''' / r l r ! r Ioumnrtttr: cwe caw-_. / PROPOSED MARTHA I-- 1,� �' 00 #0 JEFFERSON HOSPITAL Y J 1 - Peter J @ff @r§on Plae@ Pox of tax parcel TMP 78 - 20M / ! y O TMP 78 - 20F 0 1500 State Form Eivd. S jcam,- Po-t State Form Mutual �sE ,' / ; t - � _ rte; , , Auto Insurance Co. / s + •• �'' .,a I - •nc ` D.B. 626 p. 466, p. 469o/(plat) \ ./ /�► EP Y s, / owl yl 00 - M P 78 31 H 26, F 59PJP Peter BuJlding sF iv Parkway way �� / / QpoQ 4 ` t ^'� ,�� D.B. 1993 p. 416 �� Q / �' �O \ •�, D 2764 pp. 315 -316 (plat) -7T / ��W ry , « ' ' �/ �� D.B. 1983 p. 094 (plat) U Iry xn -- - -� 4r t t TMP 78 - 20J / e4O p O .694 ACRES J BE / no address assigned h O e // � RANSFERRE ROM 1.694 ACRE TO B� LOT INFORMATION ' / '' COMMON 1 TO O State Form Mutual �'• ,� �i �`t= r TRANSFERRE FROM LOT 11 Auto Insurance Co. 4 x x /�{ LOT 11 TO COMMON EA 1 / TMP 78 - 20M1 / O D.B. 626 p. 473 (plot) �2XISTING LO� 11 AND U B. 669 p. 555, p. 557 (plat) €COMMON AREA 1 LOT no address assigned LINE f� Worrell Land & Development / CD O / / t D.B. 2544 pp. 249 -250 (plot) / ON EASEMENT j 1 1 D.B. 2607 pp. 572 -573 (plat) / U 'P. 249 -250 (PLAT) / r / t, /rr D.B. 1673 p. 618 (plot) / # Lc = 132.58' O/ �� / �, f N82'27'56 "E / CD /� i ,.� A= 132.77' PROPOSED LOT 11 / EAse / 'r R= 708.00' AND COMMON AREA 1 / LOT LINE De1= 8'05'33" � TI EASEMENT DB. 2544 P.243, 249 250 (PLAT) / Q) V) \/ o COMMON AREA 1 / \ W — / EASE - \ _ _ — O TMP 78 - 20M1 \ \ 0� �y \ y` E�� O \ no address assigned \ ) — �E�sE / O W�r �II Land & Development \ 0.35 �E" — EASE D.B. 2544 PP. 249 -250 (plat) —E� — — — /Ay ~r' \E D.B. 2607 572 -573 (plat) \ O D.B. 1673 618 plot �S• \ 4t -� ' — EASE38 N > (plat) O aw E►SE —j 17 p.BE 43°3 P. 611 / 13 514 P . Q \ �� A �FMF \ \ �+� / / CONSERVATION EASEMENT /_ — — — EASE O M N DB. 2544 P.243, PP. 249 -250 (PLAT) — — —EASE NCV \ /, — -EASES 4' arr INTERSTATE 1 -64 O — — \ O � EASE - ` EASE - 6� - t •\ -EASE CO -) CONSERVATION EASEMENT �4\ - 44 P.243, PP. 249 -250 (PLAT) \ / 1 — —EASE — REVISED PROJECT AREA EXISTING AREA (ACRES) WITH STREET R.O.W. (ACRES) LOT 8 14.04 11.40 LOT 11 72.59 40.29 1575 STATE FARM 1.20 1.05 BOULEVARD LOT 11 AREA SOUTH /EAST - - - - - 26.98 OF PETER JEFFERSON PARKWAY 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN Q 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 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL L? c; lQhlerSlater Martha PUI ODBEXRE (MAIN BOUNDARY TOM MLK V11- IN FEBRUARY OFN1993. WITH UPDATES R jefferson Hospital APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT P� $ EXISTING BOUNDARY REFLECT CURRENT CONDITIONS. TO BE RE- ESTABLISHED i a 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TMP 78 - 71 PROPOSED RIGHT OF CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER MJH Foundatipn •be;,. WAY LINE OWN SATISFACTION. 1575 State Form BI D 1whiatf hews .B. 2609 DEVELOPMENT COMPANY I:LC -E EXISTING EASEMENT I ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED D.B. 2607 pp � { bt) _ t� 0 100 200 PROPOSED UTILITY BY THE N.G.S. OF THE N.OA.A. r ,� �'' TMP 78 - 20C1, 20C2 —'"�— — — — EASEMENT (SEE UTILITY �.;;, , -a'' 400 Worrell Drive One Honey Creek Corporate Center H T S EE S University of Virginia Foundation � N6 D.B. 2712 p. 325 125 South 84th Street, Suite 401 Lc 42x1 / y 04'- - A � ' � � � D.B. 1674 p. 482 (plat) D.B. 1682 p. 617 / 0-5 R- 4 ,`, � � Milwaukee, W11. 53214-1470 ANHALT 414- 259 -1500 p . 576.0 , SCHLOENIER N ga e, 4 6 4p yE aad Associates lac. FAX 259 -0037 / �A9 1, wt �/, '� ? } (_ J►A , ,,, _ 10 TMP 78 - 20C / t/ O� - O'�`- •- ..- ._..._ d. '. '° 355 Worrell Drive. =2'50, _ ., �`� ,y Worrell Land & Development D.B. 1674 p. 482 I ♦ Rummel, Klepper & Kahl, LLP i p O r y 6` ��e` P.B. 17 p. 642 (plot) ♦ ConmillingFrigineers 445' 77' L"c 0 K to ';si .•:ae a `•F, ;' "- yta ^e Gr a " -'' / ,.,_ / / %t ' I'n I / X oo / IM- AT E ATION ,� • o� LOT '1E..fJ•�y , .- fro CF''r�is\ Q�� ' �T_ pQ h LOT L NE \ , r r, w / 4� ' I� / / r u � i / Sa. I 1 '/ Q�0 ` \ V •, • " ` V / .p /' / r / / �4`'. W �' "Y +� - / 6na •6457.7 • B. S8 1 ("� �O/ f.J. 24' .fi•J" ` 1 ``% w f,... }li \ ... o• , 44 - t ' / _c / / {o ��i /• — ` ` , •, Jl f•tr t1L / x;82' • z-, / / ....•. -- -IV sE- .sF r RAW '•'+•1'4 �, 2' ''"'-EI./ 35'- c.5s •Y�f.r,'`` t5�-In e2t.< ita - �M P. `_` \, �,r'y.ay. Gam- _ _ 1 Project Benchmark 525.85 +, PK No'! 'n Wak o- NI ... '4 s °' a2,: 9 T �" `�.SEM I �� I ��XI NG LOT 8 U LI w ` / /� �� SEwER q% �`; ` ; `TO' � -EST I'rov aed by JJrdCn F_nC�'nee!i'1C� rc v 'v„ a '1" , Prev. an n r i co �;L % / ��PR`( w \\ I:� \ I S D IaE .W I/ P aus Sire PI s u. mete ,ef`e J .�.�/ \;.. ac.P � s e if'ca Ey e 1t701 N dut.patient the Center- � O ,'�% C r r -�OO� ^ICrI ft / / ` j ' z N aI ,� CD �/j7• r'> 8 l , 9 / r'... �X / r— ' d R ` 'ti.... ' • r 1 a16 a ; TMP 7 I ' / fW j f j ! 595 Peter J on P rkway p MJH atio • / � :. .t,r: � 4� � � r D.B. 2792 > / ,` / 1 _ - - - - -- P• 2 04 -205 (plot)/ �" ,' / ,' + ��♦ LOT 1 1 �1 �• rr r t !t I'1 !� 1 0 d ddt �.d rt t D.B. 014 P D.B. p 236 / ` ` j' ` '�r , •''' / r l r ! r Ioumnrtttr: cwe caw-_. / PROPOSED MARTHA I-- 1,� �' 00 #0 JEFFERSON HOSPITAL Y J 1 - Peter J @ff @r§on Plae@ Pox of tax parcel TMP 78 - 20M / ! y O TMP 78 - 20F 0 1500 State Form Eivd. S jcam,- Po-t State Form Mutual �sE ,' / ; t - � _ rte; , , Auto Insurance Co. / s + •• �'' .,a I - •nc ` D.B. 626 p. 466, p. 469o/(plat) \ ./ /�► EP Y s, / owl yl 00 - M P 78 31 H 26, F 59PJP Peter BuJlding sF iv Parkway way �� / / QpoQ 4 ` t ^'� ,�� D.B. 1993 p. 416 �� Q / �' �O \ •�, D 2764 pp. 315 -316 (plat) -7T / ��W ry , « ' ' �/ �� D.B. 1983 p. 094 (plat) U Iry xn -- - -� 4r t t TMP 78 - 20J / e4O p O .694 ACRES J BE / no address assigned h O e // � RANSFERRE ROM 1.694 ACRE TO B� LOT INFORMATION ' / '' COMMON 1 TO O State Form Mutual �'• ,� �i �`t= r TRANSFERRE FROM LOT 11 Auto Insurance Co. 4 x x /�{ LOT 11 TO COMMON EA 1 / TMP 78 - 20M1 / O D.B. 626 p. 473 (plot) �2XISTING LO� 11 AND U B. 669 p. 555, p. 557 (plat) €COMMON AREA 1 LOT no address assigned LINE f� Worrell Land & Development / CD O / / t D.B. 2544 pp. 249 -250 (plot) / ON EASEMENT j 1 1 D.B. 2607 pp. 572 -573 (plat) / U 'P. 249 -250 (PLAT) / r / t, /rr D.B. 1673 p. 618 (plot) / # Lc = 132.58' O/ �� / �, f N82'27'56 "E / CD /� i ,.� A= 132.77' PROPOSED LOT 11 / EAse / 'r R= 708.00' AND COMMON AREA 1 / LOT LINE De1= 8'05'33" � TI EASEMENT DB. 2544 P.243, 249 250 (PLAT) / Q) V) \/ o COMMON AREA 1 / \ W — / EASE - \ _ _ — O TMP 78 - 20M1 \ \ 0� �y \ y` E�� O \ no address assigned \ ) — �E�sE / O W�r �II Land & Development \ 0.35 �E" — EASE D.B. 2544 PP. 249 -250 (plat) —E� — — — /Ay ~r' \E D.B. 2607 572 -573 (plat) \ O D.B. 1673 618 plot �S• \ 4t -� ' — EASE38 N > (plat) O aw E►SE —j 17 p.BE 43°3 P. 611 / 13 514 P . Q \ �� A �FMF \ \ �+� / / CONSERVATION EASEMENT /_ — — — EASE O M N DB. 2544 P.243, PP. 249 -250 (PLAT) — — —EASE NCV \ /, — -EASES 4' arr INTERSTATE 1 -64 O — — \ O � EASE - ` EASE - 6� - t •\ -EASE CO -) CONSERVATION EASEMENT �4\ - 44 P.243, PP. 249 -250 (PLAT) \ / 1 — —EASE — REVISED PROJECT AREA EXISTING AREA (ACRES) WITH STREET R.O.W. (ACRES) LOT 8 14.04 11.40 LOT 11 72.59 40.29 1575 STATE FARM 1.20 1.05 BOULEVARD LOT 11 AREA SOUTH /EAST - - - - - 26.98 OF PETER JEFFERSON PARKWAY 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 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL: JOHN T. McCABTHY LIC. NO. 43290 KEY PLAN: NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title PROPOSED BOUNDARY CONDITIONS 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. C010 >an wN 'oG a78 G � '1 E // ) 1 \ \ \0 GENERAL NOTES ;�1� 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 _ fI SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY M TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER M J! i f- o u qd o t i , � APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT 1 5 7 5 a toe r ;E, REFLECT CURRENT CONDITIONS. D C a* 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY D . B .7 p p . -5 C e ! 4 CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER \ OWN SATISFACTION. 3° ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.OAA. i j ' c � l --/ ttw�vo� Ytorr Gr- °si, LN '} Iry 4 4A Uri • e3 ..-- t "4 I 2' i J `l� 41n11 fuGO //f // TVD 78 15 V L C i L i .3 ' r/ A lto ns;arcnc: V '.9. 6 2 6 . 466, , / C: / V C� i O ks 10 ' f If � 1 CD O O�� O Q O j / CV J Z��1 i! ; /!/ 11i�' !' \ 00 i'l iii if .° r s r 1 11 ♦ F • in i � •l. t. "Y SL • U sn y/� . �� ;�� • _ -�Y.'� •�y: �,► v —.,c._ 1. +1U3�� `- - a 9t` -jS f- 45p AMR!i (Aa„q. 2A9) ) , 551.0 � !�` MAL szc 9 / ,j i 1` If 1 l I// Is 6 KahlerSlater `�-- Martha Jefferson Hospital Mn *fhews mill i it DEVELOPMENT COMPANY LLC: One Honey Creek Corporate Center t ! 125 South 84th Street, Suite 401 t GRAEF _ Milwaukee, WI. 53214-1470 470 Ar NHALT SCHLUEMER 414 - 251500 `� - -- - and Associates Inc. FAX 259 -0037 D ve �At P. s ' o �� ! l ; �� Rummel, Klepper & Kahl, LLP 64 0'o =, J " � / l °; i Consulting Engineers iiii 4p 7� �0 k3l 4, IN < �\, I! I 1 -i � -- /--� - t / � / � I i i � j � • i so 7... ! �4 /-�1EA >/ %J j! *F j n 535 - \ ' ! u, 1 �y ' ' 4 / JF / �3 % / tl / p ' ! ^v_. - a■ �A` r m N.-� 1 f r�i� I o `16" Cr -�Xq �w/ � .-I Q II _ C q T E NG A 595 Peter J _ T D. E3. 2 7 9 2 2 S D.53. w-rarlENT CARE_ C-t A i } + fill 1 1 524 520 sap \ { Q ' � � - - - - - PN j � 8- }•a P 0. _y3 l0 / t t EASE `-_ • �8d- 10 R/W ti J 0.� 420 l M Peter Jefferson w -J E31ui'd�nq p F "ve C C 1 04 D. -R. 1993 1 � 164 pp. 315— 16 (plot) R� 1983 p. 09 (pi t) b Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/30-/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL ui EROSION CONTROL RE- SUBMITTAL J 00 PLAN SUBMITTAL 01/23/08 MG & EC, RW & RWU 12/21/07 MASS GRADING AND —� CONTROL RE- SUBMITTAL N z EROSION co °° m N LL. 07/18/07 BID PACKAGE #1 CAA. / O 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL: Z 0 U 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 05/30-/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 04111/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL 01/23/08 MG & EC, RW & RWU 12/21/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 12/07/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 10/10/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 07/18/07 BID PACKAGE #1 06/05/07 MASS GRADING AND EROSION 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL: KEY PLAN: PLM NORTH TRUE NORTH NTS i Martha Jefferson Hospital Project No. 20060001.10 Sheet Title OVERALL CRITICAL SLOPE PLAN 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. C1 00 V/ U 0 U O U O O cn Q 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 , �r L . of tie,��' 2 '`'d 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 t O ! t ,st�� f" / 0 40 80 CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER ! [ /`5 OWN SATISFACTION. 3• ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED ! j /� A,,,, / - - - -- - ; BY THE N.G.S. OF THE N.OAA SLOPES > 259E (4.1 ) CD AS CALCULATED BY GEOPAK 1 " , �� - \5 - - EXISTING CONTOUR ate, meter - GRADING LIMIT `C- ' \ C -1 .65' A- , 95.3 De- -"6•Q KahlerSlater Martha Jefferson Hospital �j? rflaff h ews DEVELOPMENT COMPANY LLC One Honey Creek Corporate Center 1- %? -- Q j 1 2 / 125 South 84th Street, Suite 401 4 0 v 'JV o r r e i G' v GRAEF Milwaukee, VUI. 53214 -7470 Un've'"s ty of V'rg'n'a �=o;>ndotior\ ANHALT . � 2 i1 i \ 414 - 251500 __ - -- - \ SCHLOEMER E3. 16 ,t G L and Assoejatct: Iwc. FAX 259 -0037 D. B. . 1:.82 . 617 Rummel, Klepper & Kahl, LLP C'onsidtingF ftgineers E I 1 � OD f �- , r J y7 *4N'541' o <, ll / sdg o t� • �p \ G� i f r" \ B. 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P � 1 ` I` �\ ! \,� �, b ♦ // / I 1 / / / lye s /Jy /\ �i� r t / / / / _7 _ Via/ /- �1 ' 4 MP user F4`F 3 ♦ �, �7 : a T� " ! /;= r- i l'Y( �i ---ti. r 'i .> `-' / ��_�_ .,•� -`.-�. - -- -- �t �'�7 %� �/ Q 0 4 � `3-e F_i FJ_ E P•:'c \ /�, / / 1 / / a / // _ T!`dS1 �t3C IC s / / / / / / r�1y Direr s • , w � Z. ,/I y'n c,5 n�ac? & •;�._._ -J � � s � � i ,�' l i / / / / ! • �� : � i i i � � 1 � r I � 1 , 1 I ti �% r/ '' / _-% \ „ I � �4�� I l rl �l, ��; / / /i f // • / �\ `� ` � � � � t iii � ; 1 i ,� j/ � / ' / �" % — if 5E -!- j / ,i rJ l�, / l•;� / !f ; �\ \ \ t ti t ,4 V 13; 1 1 i i / / / //, - �' / �i / / / r 01i N e i° 0 —SSE —/— £4S£ .Q go .r R Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE 0 J EROSION CONTROL RE- SUBMITTAL 05/23/08 COUNTY FINAL SITE Q0 W EROSION CONTROL RE- SUBMITTAL J O Cn 1 8 0 /23/0 MG & EC, RW k RW U CD J CONTROL RE- SUBMITTAL N Q Z — =5 � °O Q N OD O 0 it V♦ ^ O N V) N -Q O 0 00 U j Q) J . 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 , �r L . of tie,��' 2 '`'d 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 t O ! t ,st�� f" / 0 40 80 CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER ! [ /`5 OWN SATISFACTION. 3• ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED ! j /� A,,,, / - - - -- - ; BY THE N.G.S. OF THE N.OAA SLOPES > 259E (4.1 ) CD AS CALCULATED BY GEOPAK 1 " , �� - \5 - - EXISTING CONTOUR ate, meter - GRADING LIMIT `C- ' \ C -1 .65' A- , 95.3 De- -"6•Q KahlerSlater Martha Jefferson Hospital �j? rflaff h ews DEVELOPMENT COMPANY LLC One Honey Creek Corporate Center 1- %? -- Q j 1 2 / 125 South 84th Street, Suite 401 4 0 v 'JV o r r e i G' v GRAEF Milwaukee, VUI. 53214 -7470 Un've'"s ty of V'rg'n'a �=o;>ndotior\ ANHALT . � 2 i1 i \ 414 - 251500 __ - -- - \ SCHLOEMER E3. 16 ,t G L and Assoejatct: Iwc. FAX 259 -0037 D. B. . 1:.82 . 617 Rummel, Klepper & Kahl, LLP C'onsidtingF ftgineers E I 1 � OD f �- , r J y7 *4N'541' o <, ll / sdg o t� • �p \ G� i f r" \ B. 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Mr-CA13M LIC. NO. 43280 KEY PLAN: Project No. SS _ - 20060001.10 �. Sheet Title NORTHWEST CRITICAL SLOPE PLAN 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. C101 N O U O 0 N' P 7 8 - - -- 2 0 C 1, 2/O C 2 l `_- P A / D. \ . �. 1 J JJ L_ �' �2 iL , � . x,82 p . 6 1 7 ^7 I I c 0 40 80 � ~` - �- `- -' '"___ '.-. -- \\ `` \ \ \ \ ` `\` '� j • �/ j �,' f� GENERAL NOTEg 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE. 914 MONTICELLO ROAD. CHARLOTTESVILLE. VIRGINIA, IN THE '\ 22902 -5902 SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY TOM LINCOLN SURVEYS IN FEBRUARY OF 1993. WITH UPDATES PER 30 APPROVED SITE PLANS AS COMPLETED. 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FAX 259 -0037 Rummel, Klepper & Kahl, LLP Consulting F, ngineers Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE Q 0§/g§/g§ COUNTY FINAL SITE / 05/30/08 MASS GRADING AND EROSION O 05/23/08 COUNTY FINAL SITE O UJ EROSION CONTROL RE- SUBMITTAL rJ 00 V I , _ 0) ---� �� N Z EROSION N f M r CONTROL RE- SUBMITTAL � / 5 �: U) V♦ O Z 0 O ! V O o� O 12 c0 Q o 00 O r- N O p �N •• M / O - -; C)') J \ r t � IN CID \I Y /! f 1 I o F�7 �' X1--1 G { s Jam; } �' C` r i `t' f �—_ _\ /• I% f/ r ( - t t r ; o j LT! P N3 l ell Li- i 1,� `� 2 q / t o �s/0--, � �?9 c r �{ 52,5 ) u JJ y j l ` {11 1_ ( \ IFN Ln C3 0 t , • Y T Ea A/ l t �1' tj • `i�4 - ` ` ( ! , r�{r} \t 'rs� 1'- 1. f - ,w !l i, ,� _ .1 -IV ,�° r ,, �,, �, ' • r 1 � ``lam - f �'I� � t � l/ u, ip l i / l / • { l `}� /I 1 t ' �'� i OJ Pr -TEN CARE C:_N' E P All j / i • i i / �p l_1 { t l ! -- j �j J • • /f \ Sv s \ 7 Q7 IC 0 Y� Jj P e miec iD K Vic. F_J ° G V ,r` prevlo - r- spe c Q � O s , >r, KahlerSlater Martha Jefferson Hospital 11mat1hews DFVF.LOPNIENT COMPANY 1:.0 One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, Ail. 53214 -1470 A N H A LT 414259 -1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Consulting F, ngineers Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE Q 0§/g§/g§ COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/30/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL UJ EROSION CONTROL RE- SUBMITTAL rJ 00 V I , _ O ---� �� N Z EROSION co M CN CONTROL RE- SUBMITTAL � 07/18/07 BID PACKAGE #1 �: U) V♦ O Z 0 V 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 0§/g§/g§ COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/30/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 04/11/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL 01/23/08 MG do EC, RW k RWU 12121/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 12107/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 10110/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 07/18/07 BID PACKAGE #1 06/05/07 MASS GRADING AND EROSION 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL: JOHN T. McCARTRY LIC. NO. 43280 KEY PLAN: NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title NORTHEAST CRITICAL SLOPE PLAN 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. C102 1 / / f / r ` J j ��\ - \ ' 1 r / 7 F 7 t / r r 1 ! j r 1 / / / r / r / , / f ' —_ -�` . / 1 1 f / f / /! Jf� /� 2 / i t r l I / • f / ` 1 i Ir I l ( ( / rj / f J CTj 1 / ! / i / i J /i -/ >/ f / � ' "� / '.,":% - / ! v,'�. r� r s x� x -- i _ a �r �'� !/ ! / , %� / %"x / yF \ I I l % / ` / + 1 1 1 ! 1 i� l ! i r 7 i % / / / // " / / /i �� / _--- - -r J / / �� i %• III 7 7 f / /( �' i 1 / / % / I f / - t. / / / �. 1 . P , 1304 u �`. / / / l I 1 I ,r ! l • % % 1 { I I I I ;r f / % -� / / ,� j j / /; ��'- --- __ - _ r� _: / / / \ - - / -- % c j ' ( ( j z � I/ r / ! , r / l fir( , r , C ..- . 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I I ` �^ !` ` i - - -I t / �!� �/ �� , / f , I / J f� // � / � / / / / / / / `�� _.- %� One Honey Creek Corporate Center / '_____C' / " /// /// 1A ! ! % l r/ ♦ 1 i 3 e �( ( ! / \ / J J / l t° / / /// / / / / / % // 125 South 84th Street, Suite 401 ,/ �/ / / // 1. \ \ !. 1 I } } r , 6 _ r � lEi / - : ` / / , / , / / i I , r / / _,.. �'�� -_ 3 � ___- / / /� / l �y .! 1 // I I r 1 , 4r ` / J ! � / / / I ' % ti / // / / _- /) / / ! / v \ 1 1 I t{ / / l f� // l r I j (r / / // // / / o,,/ / , /` // I � y /�� /jl% `, \ F \ � 't t \ 1 i / � / �- / ;�/ // / � � ; • ' / / �� / / % % / ` / / 7 % � l 1 / � � / �/� � '" -' �'� � � .-� .%-' . %"� � -'` �T�� Milwaukee, WI. 53214 -1470 l / I / /� / / l f / / A t t �t r / /' 1 , ! p /� �i t J 1 f 1 / I / / % .� / /-' --- - -- ' -- _-- ! % I ,/ � \ \ � l / / J � � �/ � / 414 - 251500 / / / / A r 1 / / C / / / % 0 N O OUTPA O i BUILDII O UI 5 FOOT CURB / TAPER (ce, O i OUTPATIEI Cn BUILDING 0 ENTRY / LEVEL 3 N V) a U O O CANOPY co 0 N 12 co MARTHA a- o JEFFERSON 00 O N N HOSPITAL O M to (� • • -0 HOSPITAL If) O ENTRANCI 00 LEVEL 2 / rn N J GENERAL NOTES 1. SEE C300 DRAWINGS FOR GRADING PLANS, C400 DRAWINGS FOR PAVING PLANS, C500 FOR STORM SEWER PLANS AND STORMWATER MANAGEMENT, C600 DRAWINGS FOR SANITARY 3 SEWER PLANS AND C700 DRAWINGS FOR WATER MAIN PLANS. 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 0 40 80 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. C'; 5. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.OAA. ° 6. BUMPER BLOACKS SHALL BE PLACED IN ALL PARKING STALLS ADJACENT TO SIDEWALKS. it LEGEND J 'f V —DOT CG -2 CURB & GUTTER CeOo ° ° V —DOT CG -6 CURB do GUTTER 3 0800 HANDICAP RAMP CG-12 0800 0800 1 , % ` i % 1 � 1 �r� • �*,at � \ r I.0, 24 I)P' \ r 09.6 6' SIDEWALK -� \ rc �CI[;HT 1 IMF FgWi ' fTYP -i roj e CT K N� V IBC 1 . 1 .Pre`VioLr 1 speC�� i( Out3ct*i KahlerSlater Martha Jefferson Hospital iflaffhews DEVELOPMENT COMPANY I:LC A& One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF ANHALT SCHLOEMER and Associates lac. Milwaukee, WI. 53214 -1470 414 - 259 -1500 FAX 259-0037 Rummel, Klepper & Kahl, LLP Consulting Engineers kffi MI ss�1 J Q Z LL Z O U 13� �gftb �40 QCO Q Q F_ N OO m N C/) O 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 i 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 f N O OUTPA O i BUILDII O UI 5 FOOT CURB / TAPER (ce, O i OUTPATIEI Cn BUILDING 0 ENTRY / LEVEL 3 N V) a U O O CANOPY co 0 N 12 co MARTHA a- o JEFFERSON 00 O N N HOSPITAL O M to (� • • -0 HOSPITAL If) O ENTRANCI 00 LEVEL 2 / rn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° CURRENT CONDITIONS. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER OWN SATISFACTION. C'; 5. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.OAA. ° 6. BUMPER BLOACKS SHALL BE PLACED IN ALL PARKING STALLS ADJACENT TO SIDEWALKS. it LEGEND J 'f V —DOT CG -2 CURB & GUTTER CeOo ° ° V —DOT CG -6 CURB do GUTTER 3 0800 HANDICAP RAMP CG-12 0800 0800 1 , % ` i % 1 � 1 �r� • �*,at � \ r I.0, 24 I)P' \ r 09.6 6' SIDEWALK -� \ rc �CI[;HT 1 IMF FgWi ' fTYP -i roj e CT K N� V IBC 1 . 1 .Pre`VioLr 1 speC�� i( Out3ct*i KahlerSlater Martha Jefferson Hospital iflaffhews DEVELOPMENT COMPANY I:LC A& One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF ANHALT SCHLOEMER and Associates lac. Milwaukee, WI. 53214 -1470 414 - 259 -1500 FAX 259-0037 Rummel, Klepper & Kahl, LLP Consulting Engineers kffi MI ss�1 J Q Z LL Z O U 13� �gftb �40 QCO Q Q F_ N OO m N C/) O 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 SEAL: KEY PLAN: W WIM NTS T Martha Jefferson Hospital Project No. \.� 20060001.10 Sheet Title NORTHEAST LAYOUT PLAN h` 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, Ysconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C202 0 40 80 011/ ; ` / f l t J t Y r r' .zoz l , r� M O U O O i) W Q l P Pas / VW r� C.i-. Pr. ad. F 3' ., ti `a r 1 �J ¢ Ql .° :30 STOPi�f �x- x 30•• i .. l,e R1 -1 STOP SIGN ye 29 PVC s WITH 24" STOP BAR ; - / • "° `p• r r 1 Ro d-) i%J X50' RAD. �3'° jL _ !� STO _ RI -1 I \ Ra 32• 50' �,.s� ` 30••x30•• / s`"' •�St.d sG32111 Type U ODULAR BLOCK RETAINING WAdtL 50• RACL i ILLUM TED SIGN W /HANDRAIL '1L 'OS% • I C L . P-03. �14Oad? I r ASPHALT r, �; 1 PAROKING C rte' ri 42 "'ckory 4 Oak Lxoosecl j Ruck ' 24• 4• �24• A `� �✓ 11 If TYP. TYP. l t Tr•. a i iJ OS k �vt ^st roc:. <iad `f 8• (TYP•) .o 0005s 1 Bock o_ ENTRYNG BUILDING EXIT LEVEL 1 MARTHA JEFFERSON HOSPITAL MOBILE TECH (Rl i� LEVEL 1 DOCK �uJ •yti BUILDING i R ELECTRIC 00 ' 100, TRANSFORMERS ♦ � � COVERED WALKWAY R EMERGENCY GENERATORS AREA WELL STAIRS • • WITH BOLLARDS i SE DETAI 2 3 MOCCBILE TECH 0804 0804 • CONCRETE RETAINING WALL • ; ;- _ , CO TED 2' • ----- I G E SRUCT L ; , DRAWINGS FOR DETAILS ELECTRIC HOSPITAL ENTRY TRANSFORMER LEVEL 2 BURIED FUEL TANKS TRASH BUILDING ENTRY ` COMPACTOR LEVEL 2 AREA EMERGENCY DEPARTMENT CANOPY T BUILDING ENTRY LEVEL 0 ♦ ' BUILDING ENTRY OUTPATIENT Air lQhlerSlater BUILDING / ENTRY LEVEL 3 / Martha Jefferson Hospital I CANOPY 11matthews I 1 #0 ; ♦ DEVE.LOPAIENT COMPANY I,LC i '\ One Honey Creek Corporate Center 125 South 84th Street, Suite 401 HOSPITAL ENTRY , GRAEF Milwaukee, WI. 53214 -1470 LEVEL 3 ANHALT SCHLOEMER 414 - 251500 .` and Associates Inc. FAX 259 -0037 CONCRETE RETAINING WALL WITH HANDRAIL SEE Rummel, Klepper &Kahl, LLP STRUCTURAL DRAWINGS FOR DETAILS C'orisrrltirigF_ngineers ASPHALT PARKING STAIRS LOT SEE DETAILS 2 3 0804 0804 R O � R 5' TAPERS` CR (TYP•) Q R ' VIM r � R lc LEVEL 1 EESTRUCTURAL DI OOCUK DRAWINGS p DR RETAINING WALLS STAIRS �� - r RI-I L h J II ♦` ♦` SEE DETAILS �`� `�, rtk ` - R ° R G 2 3 \ T - `l C&M c8o4 F R / s _ E B F ENCED BULK I; 000, OXYGEN STORAGE CONCRETE RETAINING N� Gy C.. . . 1 KI T .�•`ro, WALL W /HANDRAIL �s SEE ST UCTURAL _ ` J l�� a�• � DRAWINGS FOR" f O` f GAS METER 8• ° _,i` � �s- iQ T -�- � _ Y.� Wit. -- - rte• 0 i `, .00 au f / 4C9 1 6 Maple k �. 1 j`, • ♦ \ ,� 4 r•• , `L°` �; r - O• ILLUMINATED tom IGN lb ILLU \ 's` • t i 60r ION SIPHLT PARKING LOT %/ (•) TURN rri^ R3 -53R STO R3 -2 `3 30' RAD. 1 2� x 24• • PVC ^ 5 i l { n 30" x 30" RAM• l '/ 15 T 1 1000' 68 1100, r � f rr� __(� /, • Iti►� 19 0- z Q O J M LL1 F— J O (n c> -J F_ N Q z - W M O Co O O O N O V) N C V N l P Pas / VW r� C.i-. Pr. ad. F 3' ., ti `a r 1 �J ¢ Ql .° :30 STOPi�f �x- x 30•• i .. l,e R1 -1 STOP SIGN ye 29 PVC s WITH 24" STOP BAR ; - / • "° `p• r r 1 Ro d-) i%J X50' RAD. �3'° jL _ !� STO _ RI -1 I \ Ra 32• 50' �,.s� ` 30••x30•• / s`"' •�St.d sG32111 Type U ODULAR BLOCK RETAINING WAdtL 50• RACL i ILLUM TED SIGN W /HANDRAIL '1L 'OS% • I C L . P-03. �14Oad? I r ASPHALT r, �; 1 PAROKING C rte' ri 42 "'ckory 4 Oak Lxoosecl j Ruck ' 24• 4• �24• A `� �✓ 11 If TYP. TYP. l t Tr•. a i iJ OS k �vt ^st roc:. <iad `f 8• (TYP•) .o 0005s 1 Bock o_ ENTRYNG BUILDING EXIT LEVEL 1 MARTHA JEFFERSON HOSPITAL MOBILE TECH (Rl i� LEVEL 1 DOCK �uJ •yti BUILDING i R ELECTRIC 00 ' 100, TRANSFORMERS ♦ � � COVERED WALKWAY R EMERGENCY GENERATORS AREA WELL STAIRS • • WITH BOLLARDS i SE DETAI 2 3 MOCCBILE TECH 0804 0804 • CONCRETE RETAINING WALL • ; ;- _ , CO TED 2' • ----- I G E SRUCT L ; , DRAWINGS FOR DETAILS ELECTRIC HOSPITAL ENTRY TRANSFORMER LEVEL 2 BURIED FUEL TANKS TRASH BUILDING ENTRY ` COMPACTOR LEVEL 2 AREA EMERGENCY DEPARTMENT CANOPY T BUILDING ENTRY LEVEL 0 ♦ ' BUILDING ENTRY OUTPATIENT Air lQhlerSlater BUILDING / ENTRY LEVEL 3 / Martha Jefferson Hospital I CANOPY 11matthews I 1 #0 ; ♦ DEVE.LOPAIENT COMPANY I,LC i '\ One Honey Creek Corporate Center 125 South 84th Street, Suite 401 HOSPITAL ENTRY , GRAEF Milwaukee, WI. 53214 -1470 LEVEL 3 ANHALT SCHLOEMER 414 - 251500 .` and Associates Inc. FAX 259 -0037 CONCRETE RETAINING WALL WITH HANDRAIL SEE Rummel, Klepper &Kahl, LLP STRUCTURAL DRAWINGS FOR DETAILS C'orisrrltirigF_ngineers ASPHALT PARKING STAIRS LOT SEE DETAILS 2 3 0804 0804 R O � R 5' TAPERS` CR (TYP•) Q R ' VIM r � R lc LEVEL 1 EESTRUCTURAL DI OOCUK DRAWINGS p DR RETAINING WALLS STAIRS �� - r RI-I L h J II ♦` ♦` SEE DETAILS �`� `�, rtk ` - R ° R G 2 3 \ T - `l C&M c8o4 F R / s _ E B F ENCED BULK I; 000, OXYGEN STORAGE CONCRETE RETAINING N� Gy C.. . . 1 KI T .�•`ro, WALL W /HANDRAIL �s SEE ST UCTURAL _ ` J l�� a�• � DRAWINGS FOR" f O` f GAS METER 8• ° _,i` � �s- iQ T -�- � _ Y.� Wit. -- - rte• 0 i `, .00 au f / 4C9 1 6 Maple k �. 1 j`, • ♦ \ ,� 4 r•• , `L°` �; r - O• ILLUMINATED tom IGN lb ILLU \ 's` • t i 60r ION SIPHLT PARKING LOT %/ (•) TURN rri^ R3 -53R STO R3 -2 `3 30' RAD. 1 2� x 24• • PVC ^ 5 i l { n 30" x 30" RAM• l '/ 15 T 1 1000' 68 1100, r � f rr� __(� /, • Iti►� 19 0- z Q J M LL1 F— J W (n c> -J F_ N Q z - 00 M 04 r— fn� v / O z 0 V �O , r' P PARKING / / 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL /SAS, J LOT `� � '�/ / 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL EM EN \ / 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 0vr P D NT� / 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL C r:.,. o r.<o a TRANCE � / / 03/31/08 ARB FINAL SITE PLAN SUBMITTAL i > O• r / �, o• . 03/07/08 BID PACKAGE 2 •� ♦ , %h % ` �� CONCRETE RETAI WALL ��E�'/ 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL ��.. ; / l•C�, �� WITH HANDRAIL SE * IO ILLU TED N *ti STRUCTURAL DRA GS STOP 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE \ `` ♦ �/ ` / ;` FOR DETAILS R1 -1 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL 'o � L v c t, 30•x30 / 'll 30' RAD. SEAL: Q• �� / .-r" ASPHALT i. \ / PARKING �_f� '/ �+ R1 -1 STOP SIGN f` • s \\' �� ' % •` %' f LOT <� • WITH 24" STOP BAR b. C0131 Z IV 01 • Y` '��D/ - - - -- - - -- - - - - - - - - wn j/ 30 RAD. v �f JOHN T.McCAMff S -•f — — — — —� — — —roc — v C o ± LIC. N0.43280 P Pos /� -N%- __ - - ILI.I'�MINATD SIGN - o� C . L Prop . / 5• RAD. .3 ,JvC - os �a SIGHT LINE ESMT• (TYP,�- AL Pas �� . J --- � � R 1 -1 STOP SIGN ? r' ; r5 - -,�•z_ - -- z - ; f KEY PLAN: WITH 24" STOP BAR 4:' - - - - '� GENERAL NOTES ;= 1. SEE C300 DRAWING5/POR GRADING PLANS. C400 DRAWINGS d �6 `�L FOR PAVING ALANg; C500 FOR STORM SEWER PLANS AND f STORMWATE ,- AtAt"EMENT. C600 DRAWINGS FOR SANITARY /-. <� SEWER PI�`�►ND C700 DRAWINGS FOR WATER MAIN PLANS. b c f, ' f / 2. SEE E 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY L I I AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES PLM In ME MIDI R1 -1 STOP SIGN LAYOUT AND GRADING SHOWN ON THESE PLANS ARE TO " PROPOSED RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL NTS ,,}+r -` S) •�- %-, ,i WITH 24 STOP BAR TRANCE DRIVES. rte( / / �} V`•�Ji l'y.i � � n, 3. THE OPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS Martha Jefferson Hospital OBT D FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 f J MONTIC LO ROAD, CHARLOTTESVILLE. VIRGINIA, 22902 -5902, IN THE SUMMER F 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY N TOM LINC N SURVEYS IN FEBRUARY OF 1993. WITH UPDATES PER A) ,� APPROVED TE PLANS AS COMPLETED. THIS INFORMATION MAY NOT _ 4 REFLECT CU NT CONDITIONS. / V -DOT CG -2 CURB do GUTTER CW0 4. IT IS THE RES SIBILITY OF THE CONTRACTOR TO VERIFY / r J CURRENT OWN SATIS 0 C O HIC AND UTILITY INFORMATION TO HIS /HER V -DOT CG -6 CURB & GUTTER ceoo ; =' S "' ` "K T THE ATM ESTABLISHED �- 5. ELEVATIONS ON T S PLAN ARE O E D U >IO BY THE N.G.S. OF THE N.O.A.A. Project No. R HANDICAP RAMP CG -12 C�00 6. BUMPER BLOACKS HALL BE PLACED IN ALL PARKING STALLS 20060001.10 ADJACENT TO SID ALKS. O Sheet Title 5 FOOT CURB TAPER V!; 2G� SOUTHWEST LAYOUT I'' ;..1 _1 J r 11 IS .? I "7 r i C r A. i } r / - - _ r j 0 ! ti J . i r 7 _) Copyright Kohler Slater Architects, Inc. 2008 11 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 { , - '• ' / C' Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Madison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No 7 - _ } C203 `( -1 t 2, BUILDING ~ � I ;� =� � �� h � ('' '- ---, ~``~- - -__mil l � � l l J l,� � � � �� j-=� ENTRY �f TOP 1 �r '~ i % I r` , er ater LEVEL 3 I \M ' - ,., }: A.9F. ""� DO DOT RI-1 1�.. � / .�'.- �. .`....,,. "-. °..,° � t � \� i, y �p ff J/j _7 J t ti i 4 • / .-- . EMTlD -^'�`- I j �"T- '"" >"°` ® w � I 1 � � I • P R5-1 i r r ( 1 ! (/� E.s� - a� .x e �� 1 �, J ( / / / !' ,y ~` - ( l l 1 0 f / -- ��s� / C ail / �o ; °l, t- - 1 1 / 1r -- J L �� l W $ ' V"i a 5_0 i Martha 24 — — 1�. tar / J , 7 • _ EAR -- , fti_ �_ 'dfn �� 6 �f. � %� Jefferson ' �� Hospitai CONCRETE _ d WALK CANOPY .,r .. /• R1 -1 STOP SIGN - �`'� ---` � r� AV � C� ��' ,�.n f / � � ``-L.. ��1 � , J y l ,\ � � f � � �/ -� '`<� / mat hews / WITH 24 STOP BAR T C, ( 1 1 Y / D17VELOPMENT COMPANY Llf: ♦ ♦ , / `. / a" `')r f �1 n I ,. -,t1 , / rj ,! /I f ® •,. � , � � 1 _ � I ,,; �/ ♦ • i _ / € Xi ♦ , 2 � / , f - / l f • T- OUTPATIENT CARE 1` f�t'F rate Center r ~--_ �; / �� HANDICAP PARKING AREA •/ - / l 1f 1 ; ( f / 1�� J/ �_ One Honey Creek Corporate 54' J d , .� �,,� , L ; CENTER (OCC) `� ' 1 ENTRY ♦ ,/ CG 6 (TYP,) �' j l j / ; �` 125 South 84th Street, Suite 40 l LEVEL 3 ` w�1Er / • / ♦ �_ CG -6 e f 1 f r t ' , f' Milwaukee, WI. 53214 -1470 CONCRETE RETAINING ♦ ,- x 30" (TYP,) v 1 j r / 1 / %� f , F CARE / � � GRAEF WALL W /HANDRAIL ♦ . 4' , � ' j l I ' , ? OU n . _N C�:N1FP "�� ANHALT • BUS STOP !` i� l 0 414-25�1500 STAIRS g' AND f j1 / I I� �/ /J j tl ( J j SCHLOEMER SEE DETAILS SIDEWALK SHELTER tr and Associates Inc. FAX 259 -0037 T (TYP.) I t f/ ' l 1 1 J/ 2 18H TURN f T r' I l j ` _ _- i' / Rummel, Klepper & Kahl, LLP ii� l � ONLY f ' C: onsulting Engineers R3 53R 3 z�- x 30•• ( �% r l j ASPHALT R PARKING LOT STOP ��' , I R FER TO RK&K PLANS Rl R T P 713-311 T IT R r R STOP 30•RX 1W. 5' TAPERS $ R TYP. ` 24' _ _ � r R R R1- i Jf1 j j1 j / i 5' 00 � r- R - A� - r- v !` 1 j i` f( l 1 /�� Q SIDEWALK u - t f 1 /( I _ I I _ — �� %% -� (f5 O _- 'r. RSE .- " °� __ -- „ ;u • �Je:gS � � " � 1 1 /I 1 it � � / + I ` � j / O J v I �a — R z_ ° \508.5 - _ r '8 M - - n Sa j l � W co --' ?.8" Out X0804 �0 2�;Q ' - f N \ lr 18� RCP \ LL Rl -1 - - - -- - __ - R " ILLUMINATED _` '- - DI_ r F 1,p_ ___ck�ti - � '� >t' h � .�„ � t J �'`t - wc7 ter- f"n Le "' 1 , to r 4 V �} j C3' f / -cY cV nc ~ Q 'I.) � 4 � 3, / l R. _rh 1 \ \ \ \\ op X11 '/, -� ,.rP�� 1� 3��?[ if~ � P � O.0' ti = v. `� 16 1 c j�� \` J _f - `�/ l - y'•a�rp \\ ; _ _ ASPHALT " - - EA.:� ----- --- '�i flC9 }1 1` `W t ^tr .r ye XV I PARKING LOT .' �� i, vault 'j ✓� V �7 f ~� wane s ASPHALT J► _r r J i - r PARKING LOT '�.oa0' r' .__ 1 a \ �• 'is° Uut � 0 ^�' CONNECT TO EXISTING °• -z tor M + PETER JEFFERSON PAR ILLUMINATED$-fJ/ ,3 \� SIGN / / r '� 3 r-� xJ ,F ago WIN R 1 -1 STOP SIGN w a: _ `� 4 WITH 24 STOP BAR _ E 7 r,� 483.E / �• p ^" �= 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 ~ . GENERAL NOTES 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL 1. SEE C300 DRAWINGS FOR GRADING PLANS, C400 DRAWINGS SEAL: FOR PAVING PLANS. C500 FOR STORM SEWER PLANS AND r' STORMWATER MANAGEMENT, C600 DRAWINGS FOR SANITARY T� LEGEND SEWER PLANS AND C700 DRAWINGS FOR WATER MAIN PLANS. <Q � � 4 { 2. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY V -DOT CG -2 CURB dt GUTTER c:eo0 LOCATION AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES 7 ' ONLY. LAYOUT AND GRADING SHOWN ON THESE PLANS ARE TO �, �� THE PROPOSED RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL JOHN 3 LIC. NO. 43280 V -DOT CG -6 CURB do GUTTER CeOO ENTRANCE DRIVES. ' 3, THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON. WAS OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE 914 '0 >> MONTICELLO ROAD. CHARLOTTESVILLE, VIRGINIA, 22902 -5902, IN THE i HANDICAP RAMP CG -12 c�0o c�o0 SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY TOM LINCOLN SURVEYS IN FEBRUARY OF 1993. WITH UPDATES PER F a APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT } Y 8 REFLECT CURRENT CONDITIONS. T 5 FOOT CURB TAPER KEY PLAN: `:l O Ceoo 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY e o z CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER N OWN SATISFACTION. d f U 5. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED o BY THE N.G.S. OF THE N.O.A.A. a b C 0 ' 6. BUMPER BLOACKS SHALL BE PLACED IN ALL PARKING STALLS ADJACENT TO SIDEWALKS. PuN NORTH TRUE NORTH NTS CD M 4r4 f artha Jefferson Hospital l 1, y \ Cn Project No. 20060001.10 0 0 Sheet Title ° SOUTHEAST LAYOUT o o PLAN 0- 0 Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 00 0 Telephone 414.272.2000 Fox 414.272.2001 .00\ o N } 110 King Street, Modison, Wisconsin 53703 0 V) Telephone 608.283.6300 Fox 608.283.6317 N •• ) Q0 0 Sheet No. N C204 t� J 0 80 160 GENERAL NOTES TMP 78 - 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. 01/28/08 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY J CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER SCHEMATIC DESIGN OWN SATISFACTION. D.B. 626 p. 466, 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED �/ BY THE N.G.S. OF THE N.O.A.A. Q C) - _c= 79.41' CT N58'1 7'46"- 00 ° A= 79.41' R= 2591.30' Del -1 °45'21" rTJ FTI J 0`1 L(---280 82' oZ SF \�\ N31'4412 "E F43e �= 290.45' x'45" �G F4Sf �\ SZ i \ 1 TMP 78 - 7 i MJH Foundation r 1575 State Form Blvd. C D.B. 2609 p. 736 D.B. 2607 pp. 572 -573 / /CF c= 42.12' - N60 °40'54 "E Q) TMP 78 200 1 , 20C2 400 Worrell Drive University of Virginia Foundct'on D.B. 2712 o. 325 A= 42.12'f °" D.B. 1674 p. 482 (plat) R= 800.35 - 1 1� D.B. 1 682 a. 61 7 Del - R s,6 °C +'3tt'S b 40 ,e 79 R R TO RK &K PLANS FO TMP# 78 -71 ' ',+► PLAN AMMENDMENT •~'t Al I�. CD CIO O e / CQ �v 0) QQQQPC'� CD QP O I / O I /�p5ti O / cfl / O / O `tiP N ::E Q0 EL O 00 CD CD OF) N Ln ) 00 � N �s t /4, r 0, 00,.. / lie Y i` U a 0 d JIV o n. 4 . Lc= 132.58' N82 °27'56 "E A= 132.77' R= /08.00 Je' -8 °05'33" c'y r P/c 355 Worrea Drive P, Worrell Land & Development D.B. 1674 p. 482 P.B. 17 p. 642 (pict) FUTURE PHASE 441 v" // e �^ 9 1, 1 / /1 r` s � s + i I i i s i i a -P / OR fi Tt SITE P fi 94 / // z LEGEND O�IK Ql PHASE 1' ANDYMASS GRADINGNWIORKRS PERMIT WORK g PHASE 2: HOSPITAL MASS GRADING CONSTRUCTION NOTE: PHASE 1 & 2 AREAS OVERLAY. 0 �� elti P11 m )/9 2 2 D.3. D. E3. P 1 p 3 - 20M1 / no oddress assigned Worre>I and & Development D.B. 2544 pp. 249 -250 (pct) J.B. 2607 pp. 572 - -573 (plat) D.B. 1673 0 618 (pct) i �4 / CONSERVATION , AS. / DD. 2544 P.243, PP. 249 -250 (PLA`) KahlerSlater Martha Jefferson Hospital IMuffhews DFVF.LOPMF.NT COMPANY Ia.f, e One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A L T 414 -259 -1500 SCHLOEMER and Associates Inc. FAX 259-0037 Rummel. Klepper & Kahl, LLP t Con.wiltingF.ngineers TMP 78 - 20F ¢r' COUNTY FINAL SITE PLAN RE- SUBMITTAL 1500 State Form Blvd. PLAN RE- SUBMITTAL a— COUNTY FINAL SITE Mu State Form tual Auto Insurance Co. UJ ARB FINAL SITE PLAN SUBMITTAL 01/28/08 COUNTY FINAL SITE J 00 SCHEMATIC DESIGN PRICING PACKAGE D.B. 626 p. 466, P. 469 (plat) �/ N Q l °O _Z Co U- / O Z O J U � � t r p `Z �QJ / o� G O Ef) U GL CD v a CD CIO O e / CQ �v 0) QQQQPC'� CD QP O I / O I /�p5ti O / cfl / O / O `tiP N ::E Q0 EL O 00 CD CD OF) N Ln ) 00 � N �s t /4, r 0, 00,.. / lie Y i` U a 0 d JIV o n. 4 . Lc= 132.58' N82 °27'56 "E A= 132.77' R= /08.00 Je' -8 °05'33" c'y r P/c 355 Worrea Drive P, Worrell Land & Development D.B. 1674 p. 482 P.B. 17 p. 642 (pict) FUTURE PHASE 441 v" // e �^ 9 1, 1 / /1 r` s � s + i I i i s i i a -P / OR fi Tt SITE P fi 94 / // z LEGEND O�IK Ql PHASE 1' ANDYMASS GRADINGNWIORKRS PERMIT WORK g PHASE 2: HOSPITAL MASS GRADING CONSTRUCTION NOTE: PHASE 1 & 2 AREAS OVERLAY. 0 �� elti P11 m )/9 2 2 D.3. D. E3. P 1 p 3 - 20M1 / no oddress assigned Worre>I and & Development D.B. 2544 pp. 249 -250 (pct) J.B. 2607 pp. 572 - -573 (plat) D.B. 1673 0 618 (pct) i �4 / CONSERVATION , AS. / DD. 2544 P.243, PP. 249 -250 (PLA`) KahlerSlater Martha Jefferson Hospital IMuffhews DFVF.LOPMF.NT COMPANY Ia.f, e One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A L T 414 -259 -1500 SCHLOEMER and Associates Inc. FAX 259-0037 Rummel. Klepper & Kahl, LLP t Con.wiltingF.ngineers 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL a— COUNTY FINAL SITE PLAN RE- SUBMITTAL UJ ARB FINAL SITE PLAN SUBMITTAL 01/28/08 COUNTY FINAL SITE J 00 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL N Q °O _Z Co U- / O Z O U 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 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL 07127107 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL JOHN T. McCARTHY 111C. NO- 43280 KEY PLAN: PLAN NORTH TRUE NORTH NTS Martha Jefferson Hospital Project No. 20060001.10 � � 5 DTI Sheet Title OVERALL PHASING PLAN 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 Fax 608.283.6317 Sheet No. C210 ALBEMARLE COUNTY GENERAL NOTES GENERAL NOTES 1 PRIOR T Y ry R OR 0 AN CONSTRUCTION WITHIN ANY EXISTING PUBLIC 1, THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS RIGHT —OF —WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD. OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF MONTICELLO ROAD. CHARLOTTESVILLE, VIRGINIA, 22902 -5902, IN THE ' ' TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACURATELY SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY TOM LINCOLN SURVEYS IN FEBRUARY OF 1993. WITH UPDATES PER REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY J ' DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT GOVERN. REFLECT CURRENT CONDITIONS. V ?r3 V L) 1-1 Four d G J / rI`5zo e r g•' , ; / 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER 1 i 5 Sete is rml E.- TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OWN SATISFACTION. 6 G ! j OTHERWISE NOTED. B. - 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED y�6/ ,� ��'�� '- .. �' 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED BY THE N.G.S. OF THE N.O.AA 1 ��/ ,ti �! .< IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND ! 9 J` J�// SHALL BE INSTALLED PRIOR TO ANY CLEANING GRADING OR OTHER 4, SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADAY LOCATION ! ` i' CONSTRUCTION. AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT 1 ; _ AND GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED WAY OR RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL)♦ f , WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER , ARE TO BE ACHIEVED. ' I f '` �� E #AA T 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE y ' F•� d `'° • J` , REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER. OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A �L ° 0 WWI � � . . • � , � ✓� - "fir t •.�': '�� •�`� " � /S- � - .. z Ap k-- - @16 �� > >r•+• I y i .e r sr its! ••r w�wll►`� l 4� bsa_ a- 1 r . e y t� .• ` t. 1- I•�, .�. �: 'i% s:�e� a - ♦.:; ` , Z4- '•a`z �'i�. 41 ' ► 1 - .,�jf,„r .•.► `rs.•wi�� Ii /'�' ��.r ` -_'f �, �► , - . < ' III, ff j a. rt, v �,.. �i �� ' �• . 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I� / ,� / 5j, ♦ I '{ `, I 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL / f / / i ° =.'I j �j J' s ?�1 ' ,t �' ` \ } v • % ' /l% 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL '! . ��/'-' / / ` *, :�: + '•`� -� -- ' �� { 510 v � I 5 J i � _ : i > , %/ ! / ,/ , �r J/ �, � 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL / 1 / / >g'> '` ° I '' �� . �• , 2 ? it '' j � %� 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL ., 1` ` / !f 03/31/08 ARB FINAL SITE PLAN SUBMITTAL At 03/07/08 BID PACKAGE 2 } !� a 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 06/05/07 MASS GRADING AND EROSION 1 % t `�_ _ -- -' - ' \ �� ' `�•. ° - `- - - P�°�-0 p fig- \ 5�� r 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL tti�.``•'__' ft � , ` � --�3 � � _ . ''r„ j , � � 1 i rtt / h 5 / E P SEAL: Tq • >�S1L _ A � . � ' `, \ ,, •via -�.r, � � � L x ' ��" PE ARKWAY PAVEIuIENT EL. 518 +/- JOHN T. McCARTKY ��,` �, _. �,. • IJC. NO. 43280 49C - --� -- IQ\ n- �-- - / C • I 144- Peter Jefferson a way PJP Bu' d nq I- vel I C D. 3. 1993 p. 41 J64 pp' 31546 (; lat) r 1 198.3 P. 09� (Pl' .� \\®\ \ t t.;• -_-� idtt J i l- ce dr d\ I ! RB' , 0t. 0 420 uw/ R5� lQ` R1 KEY PLAN: a PLAN NORTH ® " TRUE NORTH ® NTS \ LU 00 N z OO t m N VJ O } L TV ID 51, 4 ! q q n C ' •REF T _� - - - --;- J.B. 2%��. Lf !f i'lF MP/ —3 D.B. //. MEN ou-vFi[ea- carsF cxrea 4` � j / ! I / / /// / / / / j'. -- -- v -- I t i ! I� / ,� / 5j, ♦ I '{ `, I 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL / f / / i ° =.'I j �j J' s ?�1 ' ,t �' ` \ } v • % ' /l% 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL '! . ��/'-' / / ` *, :�: + '•`� -� -- ' �� { 510 v � I 5 J i � _ : i > , %/ ! / ,/ , �r J/ �, � 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL / 1 / / >g'> '` ° I '' �� . �• , 2 ? it '' j � %� 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL ., 1` ` / !f 03/31/08 ARB FINAL SITE PLAN SUBMITTAL At 03/07/08 BID PACKAGE 2 } !� a 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 06/05/07 MASS GRADING AND EROSION 1 % t `�_ _ -- -' - ' \ �� ' `�•. ° - `- - - P�°�-0 p fig- \ 5�� r 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL tti�.``•'__' ft � , ` � --�3 � � _ . ''r„ j , � � 1 i rtt / h 5 / E P SEAL: Tq • >�S1L _ A � . � ' `, \ ,, •via -�.r, � � � L x ' ��" PE ARKWAY PAVEIuIENT EL. 518 +/- JOHN T. McCARTKY ��,` �, _. �,. • IJC. NO. 43280 49C - --� -- IQ\ n- �-- - / C • I 144- Peter Jefferson a way PJP Bu' d nq I- vel I C D. 3. 1993 p. 41 J64 pp' 31546 (; lat) r 1 198.3 P. 09� (Pl' .� \\®\ \ t t.;• -_-� idtt J i l- ce dr d\ I ! RB' , 0t. 0 420 uw/ R5� lQ` R1 KEY PLAN: a PLAN NORTH ® " TRUE NORTH ® NTS Martha Jefferson Hospital Project No 20060001.10 [i \ Sheet Title OVERALL GRADING PLAN 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. C300 GENERAL NOTES t ..: . : : : ' : ; �� : - : - . : - . - : - : . . % . . . : • • . . . . • . . • . 1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TO A 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 ' $ / % % % % 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 : • . . ; ' /, ___ _ •• • ,. '•. FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS % • • . 1. • y ; - 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 41311.011 . 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. •. '•''• '' / ••.,. ' • _ • . _ - 488.00 . - ; : _ ._ �. ; LEGEND ••� '� - -- ...._ :,�.•'• ' t" ;.• so •. . 1. 123.69 '' •' "• ; ' •. .•" ,- PROP. TOP OF CURB 3 - - - --4 L- 5• - -••• ' �•' . � � : • : ' : " . ' % ; ' ; • f ; ' .• / : • •Dr 123.36 - ------ --- ------ : . . " ' • /•' : PROP. F _ _- LANGE LINE C8100 ,• •• / • % . • : ; • ; ♦ : ; • • ' 6 . • � . :. ; . .. • � ; • I • � • � : - _ •(/ ; " ; ; • ; ; • ; • , .. ; • /�_$ ; • "• M FFE � 123.86 PROP. TOP OF CURB / 111 • : • ,• ' ' : : : .. - - f....•• . •,. ; . .: 483.60 123.36 PROP. CURB ELEV. AT GRADE - - . , ., : • . . • . 483.10 :' , .... C800 ....... • - - - -- •. -�- ,.• / : • , PROP E . - : ' . " . ' •,. 120.00+ OS 0 SPOT ELEVATION / . ; • : .. ; . � ; , • .�„ : - ; . ... . 25 - - -- PROPOSED CONTOUR , " / SO' ... ..- 12� _.__ EXI TIN : ��; ... . ; • %.. -• ,.. ; • ; • : " ,, ...... � ; • ...o .. ,• • .. •�•,: •,,•% ,,. .�., �.,, • ••,�• �� ;• ;' • ' ; :' � ----�_ L. S G CONTOUR • • 47. .: . .... • 1 ' "�. /! . ,.•' ,.''•�• 483.63 ;• •� - � �.� __1111111111111111111 - 133.36 PROP. TOP OF WALL ELEV. -�J_- " • • / •- j ....... .. . .. ... r ... 483.30 484.00 11 ' ( ' ,. 23 36 PROP- WALL ELEV. AT GRADE l • I •f�.•, ; r •, .. 484. 483.50 •• . Ij/� % • . • . ' % . . . ; ; . ■ '. . . : . • . . 1 . .♦ • • , •- • - • - . -' -• .•' - ♦- -ter. ,•,• . . . - ♦ . . : ♦ ' .•.• ... • - • . -'.••• •.• -• -,.- ,- A- . : ', ♦ '• '. . ♦ .... • • • .. ■ • � .. • • • • • I - • I ♦ . - . - . - , ; ' ! . - - K - -.• - 484.08 483. • • . • . 1 1 1 � t 1 - .f• . • ; ; 483.7 /� : - : .: I / ,I.• .'. °� ' -• r 484.08 • :" 1 ••�' -•• ,• - ,• 483.75 ■ ■ ' • , : , ' t 11 Tn' ; N ■ ♦• 484. 1ft' E 483.9 . L. 3 • _ • , . ' : " : 483.85 ■ : ' ' : S :: t ' ' ' . ' . , . . ,•• -• .Ij " . " , " .'� , " . " .'•• ,. •. -' .�• 483 60 1. . . ' • i 1 1 i 1 1 t i I I' ! �' I 1 t ' ' ■ ♦- X ■ . • • • 1•• , ' ••• • : } i • • • • : • • t . ♦ ,•,- ,•' 483.2 1 ` • , • • '' • . ' . ;�. ' ; I I I 1 1 1 ,•' -• ; • ; ; ,+ .I . . , -• 1 483. dzs,�. - - . . . . . . . . : tfi '. '. / Y - �', . • / ,� / 483.53 . • . . • • . , ' . . , . . ; , � ! , -•• , • , • , --•• -- ,. , •; -, ' • - ♦ ♦ ♦ • ♦ ♦ 1• . : : /" -•'' ''•, 483.20 ♦ ; , ■ .. j , 0. ■ dV 1 t� : . .•i - • : : " • ; . • . : 1 484.18 r ; 1 • .. :: I ' ' • , ' . -+�,.• .• • . . /�,� • , - . " . - : , . . ,i : . , . . r DC 485.84 • . - -,.• : : : 483.85 % ♦ ;,;;,. i i ��IIII, %J?.; .-; �' ' . -'• : : : ;♦ ;• . i 1 - 485.51 : . •, •. ,� \ :: ; rnK ,; . ' : i 1 . ' ■ ,1°r, ' ' / 1 - - ' • - �� .• l . -,� 4 • ♦ 482.!8 4 RIM EL. - 483.89 / '•'- ` ,- - -•'• .••' •- •, -• 48 85 ( IM -EL ' •' ♦ . ' : ' • : • ... .. - ;• t % % % •� 481.97 1 i 1:: 1__,� , . 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I 479. 4 478. /� AREA �//++ , / i ■ : : • �� i i.'T ♦ 1 i ♦ _, f . • •• • . •• -' j 77.83 • • • 1/� • / X 1.1i ; •'.j' . , , y� . , , / , ; : " : // 479.50 v • • • : . . • /. o '' / I !" ; ' •• J �. Y EL. : " 478. , . ,- . % / f / _ , ♦ L. / 479.13 ; ; 491.67 `� '. • ♦ • 4 479.99 / / •• % 475. 7.67 ,, . • ♦ ; • , :: • � / " .., . � % ... / % I . ♦ , ♦ : • ♦,* .88 �/ 479.49 r / • % Ili. • • : ! ' / 4 479.30 r V �• if ; ♦ /"BOLLARD (TYP.) • -' / ! /i 1. 7:: .!�,/ , V : / 799 �ih s /. , t 11 • • : • ; • :: • / V /� ( : % 479 2 .00 / pC 481.02 j ♦ • / ; ; :: ; ; . ; : / � I ; • ;' - % 479.77 / .50 480.69 / • • % ::: ; : ; . / , , 479.06 479.2 : • - = / • /.•'• .17 / 47 478.73 481.00 .. �:!l . ..� 480.50 % :' .1 • • % % MART PERSON 74.82 H J E F ,�/ / 479.10 1 4 f / • RIM 474.50 i �' ii,; ,// ' 1 .. j 1 479. 478.77 80.28 480.19 ; ♦ �IT 1. ,//'; :.; : :: /: �: ;'� / I 4 479.9 479.86 VD�� CG,2 6" RB dt GUT (TYP / r; 74 67 .: ; .. , • . '-l�. • : P '� 1 • .65 : f � C800 ♦ FIRST FLOOR 4 4; 5.� 7 . ; ; :: �-�y I 480.0 9 6 _0 1 , , I ; , ; • . SECOND J�' .4 ' l W p I 480.45 / 480.85 ; * / �' / / / 6 RIM ,ltL. 471.45 FOURTH FLOOR 539.67 ' ; ::: ,t /' : �'•. "u ;� N o_ I . ; / - 9 ; " / ?s / ; ��G V` 4761 / ROOF 560.67 dorm U f ! 1 II ! l l �; :: / � / .,,�'' .... .......... . .:.®- �. / ; : / `\ : / ; • - �,0�`� 71.7 Q.��, , ,.' :. ' ,•'`.` // W C9 I : / �O 480.97 % .92 �" / : % RIM EL. 475.31. ;' // �•� 47,2.27 •!. ••' 71.56 / 0 N I . . 481.42 / �/ ; / : " �/ 1b " 4 T / RENCH DRAIN .• ;, • ,. • : ; : ; ... / Q W 0: I f� 480.47 480.92 / / ` / % U �'• • 1.11 ..:: Q / / ,,, O 478.10 % �� C803 IL ..., / �t 1'Cd " "' '/ / tn�l 3 L 480 ;. / ; ' • 482 } 477.60 '. : ' / ; • 475.67 , O o r' ; ; ! . :. / .._......_.r ; 4 .83 ; / : " / 6" CURB / ; • 48 .76 : ; ` 74.67 / 5� �Q � � J V11 / / / I / 461.8 g / ,•1N; I!!� / : X: 480.25 ; %' ;' 481. 471. 7 y / Z 471.61 71.67 / • r • ; • ; V ''` % I / 480.94 / / • ♦ .471.7 / 75.67 TRENCH 4 ' 1 : I ' � 480.6!' / �` / 474.6 . ; . ; . _�_ .�..__.. CJ DRAIN C8p3 / _ I -,;:'• j / I ;; 480.33 / ;• : ? -� / / ' : ' . • ' : % ' % ; ' J % ' ' 480.00 / . ; • J ; ' 482.25 474.54 J \ 471.67 ' / U. --- - - - - -- t / / 2.27 G C) (�- �_ / 481.13 r ' : 0 % ';T 474.67 / �N . : ' ' '�----- •-------- - - - - -- -F 480.48 f : i ' : f- ��► •I• + ' . i ' . ' ; EL. 480.1 s - ' 482.03 / ; - $O � �,O * / 12 ' �] 4. /' +FFE 475.67 t � f 8 i l l -1 I I i I i / - I / 481.53 // ; �' /' / 1 %4A / : / ' ' Q 1 : r I • ; ; !�: •,,,KIWI EL. 473.91 471.67 U ' ' ..: ' : ' ; : l i ( 1 / 482.03 I / �`q. / �.� 1y� I : ; • : % • : ■ I i . • . 1 ! / �� FFE�508.33 ' ; ' I _ , , r I r .. 48,.53 1 f '• , '� S� � .,: �/ �y� S I • ' -+ t 481.73 , " •482.03 ♦ ' 1 481.64 , ' / � '' 479.00 ' • C 75.67 / 1' • ', 1 Q ; w ; ' , / .;....... ! 478.50 + I� / :. : : l c I 479. 481.23 ; • 481.53 t II ; • f : • ^1 i 74.7 / ; o : � i / , 482.50 Q,p • ••; . 1 . L 6 474.67 �� FFE- 508.33 / ' o: t I I I j i 1 ..` 469. I ! 1 482.00 V" 482.31 :• : FENC �j ',I� 0 / I FFE�491.67 I r V CO : I, ::�: 1 : , ,' 1 / 483.18 :16 %`• ` / Q .- ♦ O o I , : ; : ' ' . /___ t I ♦ ; • / 1/ •, 481.98 I'" 482.85 : r`� � •, .. • 75.67 r! '' f`t - - - • - •.... _ l o : ; : % I ((��..�� 481.92 1 '• , 482.63 483.03 '� `. •' .// '' . f 474.67 + 1 aN �� / st 1.83 507.92 - N ; : ; ' : 1 ♦ t _..... - -- j- V 1 481.59 482.60 • • 482.30 ! 482.70 '� `•1 ` Sj 'il•' ♦• .� 474.67 4j'M ••.•• �,0�� ♦ 507.92 � ::.. ' ' ' 1 l o , 482.0 I , OXYGI , , / 474.67 . V" � 91.67 •. ; CO . • .l ; . �..� 1 1 I - I I i __..,. • r 483.38 ,. • � •, ` PAD $110 1 ,♦ •♦ J '• � - 0- o I 483. / ' ' ' ' ' :.'l 11 ` It ; ' :' r ( ! •'';• . •• � 476.67 1 507.60 �' , , . • X 1 / 74.67 1 .4 N ... ; I i j ! I L •.'''� C ` 1 1 ZS- 2.33 I 5 I 482.81 / 83.73 . I. '• '•. j'r ' • ' •� •S► J� ' 507.06 \ ' o cn : III, ;. ;; ! ; 482.00 4 •: I J N ; ; ; ! f I ; 1 ; j r 1 30 482.80 t ; • •,•• •;,'.•. 1 0001% . •,`. l 1 �-� - -,. f . >r Q I ' .: 1 / ; 481.39 482.38 �r t 483.08 482. 1 , 483.46 I • . . ,/� QN + r' ; ♦ ( Do. - , . :. :: 01 : ; , : i t r I : .1 a'" t ! �► j �• : RIM EL. titi 474.67 i : "J 00 _ f •� �! ` ,.I : 481.06 481.88 r 482.58 482,48 483.1 i '•, '•.• J S 474.09 1 ; % ; . l ' ' • ' ' '/ . ' ' t 1 ` 482. ( 482.66 IM EL. r ' , ' �► f 1 �''• �,•• �I 'S N I ', � - J , ' : i 481 64 ; 482.33 482.4 i I' •. l it : ; . ! : %- ; ' I . V$O �� KahlerSlater ..... __ \_ - Martha Jefferson Hospital _� _- 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 �� . FFE =491.67 FFE 491.67 rr / /// / J / i`s Z FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY J SITE PLAN CL 08/08/08 COUNTY FINAL LU PLAN RE- SUBMITTAL I- JJ 00 PLAN RE- SUBMITTAL O J �<_ �_ C:) CV 01/28/08 COUNTY Z � OO SUBMITTAL M N LL r- �__ C/) � / O Z Z) 0 U 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 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 ••� f j / , 478.10 :• / \\ 4 475.67 ,.•••• ; 1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TO A ; • 482 477.60 •✓ / ; • �� q. MARTHA 8 _ ; • ; ; REASONABLE DEGREE OF ACCURACY BASED ON FIELD SURVEY. IT SHALL • ,: 48 76� ; ; 474.67 J� \ `�% CURB FFE 508. : / / 7.95 , ` JEFF SON c8OO - ' BE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND i• f TAPER DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO. , � 481.8 / ;' % ; � 471.67 � � : � ; 610.63 •,: '•.. � • / 481. / r. • i : 471.61 471.67 HOSPITAL 8 : • 510.30.; f 471.7 ; 474.67 Ji CURB ' •508.17 2. ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. ` • , : f r 474.6 t' '. GROU FLOOR 475.67 08;00 T 508.7 1 . 3. REFER TO SITE PLAN FOR ADDITIONAL COORDINATES AND DIMENSIONS • ; ' • 482.25 : Cp'? / + = 471.67 A T FLOOR 491.67 APER 508 ` 474.54 S OND FLOOR 508.33• FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS 481 j ; / / / COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE. 481.13 j t` $ 474.67 jf 2.27 �A; -7 THIRD FLOOR 524.33 Q 507.70 010.10 `/ + / FOURTH FLOOR 539.67• 510.10 �r •� �* +FFE- 475.67 (� ROOF 560.67 5•� i 4. REFER TO SHEET C800 FOR VDOT CURB do GUTTER DETAILS. / ,.•'' • � , ' 510.3 / +� ---- \-- - - - - -- 50.50 • 509.8 n ` 0 5. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION V /' ' 508.13 , p0.,, � '' i RIY EL. 473.91 •. '. AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND GRADING �V z• / �.�, ! j�� y'h Q % 471.67 ` ' 508.40 , �� 508.00 507.90 7• ScV SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS �•� � � � � RETURNS AT HOSPITAL ENTRANCE DRIVES. / 481.53 ` � •'; '•,, f � '''•., yx '�p Q y.� � • :' � FFE- 608.33 �7•� 481.64 ; : :• � � :• 479.00 •.�. ,` '''•, 475.67LEGEND / 478.50 l + so7.es So6.7o . FEN'�E C� 474.67 / 474.67 - - -- - -- 123.69 3 ' •: •.� FFE -4 1 FFE�S08.33 /� 507.55 PROP. TOP OF CURB / , 1 ( 9 .67 123.36 PROP. FLANGE LINE C800 482.31 483.18 : :; •: j�. �'•••• I 507.88•• :; •',. "` j 507.55 481.98 : • 482.85 ! • 75.67 CSI; 123.86 PROP. TOP OF CURB 4 •., '�,+ ': •. 507.33 .85 ci • � / 474.67 + ( 492.00 �� t ; . 123.36 PROP. CURB ELEV. AT GRADE •• : 4�•� �•� � •, 611.83 7 120.00 C800 j 482.30 482.70 i' ♦• ' �, ` �r, �••.�• / 47 67 474.67 4j* 472.00 491.67 I ' 507.92 507.00 507.50 1 SO •9* 507. + PROPOSED SPOT ELEVATION. i .�. ♦ 507.00 , - - - - -- 125 - - - -- PROPOSED CONTOUR • ' •. �'•, 475.67 S7 / . / 07---- +•; 507.95 50 . 0 ';• f •. •• •, •. OXYGEN 4 507.60 507.48 507 C9 :• - -- 126 482.81 PAD I • ,•' /1 ! 474.67 .� 30 491.6 507.39 \ 508.07,-' '�' - - - - - -- EXISTING CONTOUR • ' .s 507.06 O 1 • • E 482.48 483. , n 133.36 � PROP. TOP OF WALL ELEV. 0 20 40 482.80 j �'••, :; 1 �� .7 CURB TAPER 506.83 ...... + 1123.36 PROP. WALL ELEV. AT GRADE 482. 4 : .Y ' • 'M �' i` 83.46 483.81 r 483.1 • • • ' 7.21 '506.50 `�� f RIM EL. 1. 474.67 S? . • 8 482.48 �r ! : •• '• % �f ' 474.09 r ; . DC t M EL. _ C 507.60 ; v 482.69 482.66 ( $ l •.' Q� 481 64 482.33 482.4 ,•�• O / 482.1 "J t• 482.27 483.93 •. , , •. Q 3r _ . , : 506 490.90 /^ ' • : (; 481.68 f 481.77 4 482.60 . '• I ! O$ : J : • • 506.31 507.30 507.30 + 508.40 , ' 1 ' '• • [ 1 % 507.30 '� } 500.00 506.80 507.22 7.60 • � 481.33 '481.67 4 .0 � � ,• ;�., ••, �� • � 47135 �• � 79 -� 1 • • � � � • % : ' O � - / •'•' • ; 506.40 '� . . _ r :: 481.34 f ' •,' •, ;'•.' 478.135 475.00 ' 506.96 - 506.72 508.00 482.13 . • • �t . . ' . ! ; C� . '• • - ; 481.80 : I j ••.'• f ` I `: .31 p 48 .2 �•.••• ♦ 492.41 492.08 + 506.15 506 -� .20 - E • 506.30 • • • ; . { • • • . • • •� •. •••• • • . ♦ • . . , to /v_ . • / v • / 483.14 ; v •. : •. •. � . � ,.• '. •• i�C . ,_ - 6 : : : 482. r 1 • .� .� .• .• [ •,• ••••'•,.• �,.• ��,•' •• � •. •1�0 •. O ••••• •. : .97 .22 • . . . , 4g .15 506.08 507.48 •; �! 483.47 .72• 492.40 '• ' ° 506.26 505.73 4 :, .15 • .10 479.00 ,.•'•• .•' 506.76 507. f �• 484.77 :: 479.00 •, v'.••'' 506.30 • $ %, i , . •.... (� / 505.80 • � 83.12 c •, •, •, •, •, •'• .•'• •, ; � ; t 1 �; �, � 482.79 � .... •' '.�''•,.•'' •.•'• � '• '; ' '• ••, 507.03 • 484.22 .... i 1 •�� .� 4.00 44 p�`b .• D� O , . • �,. ••� � : 482.98 � 483.72 . •.:.. .•' � . ; , ; � ; , • ! I ! 506.03 [ : ` 482.48 •. •.:.. .• i ... . •' 1 � : :.j : :; •, . ..'.'. '• '••..• •.•' •'' •,.• .. , • ; 492.49 ; 492.80 .• • ;'��'' '•.� -�' .70 .,� - ' � '505.60 � 92.16 J�"06.>. ; . (� .. 85.2 • . .... .••• ,.••• •• •. 5 ■ l • •. r 484.51 ; .: . •• (� .+ . 506.58 ' i (� 484. , . ... 492.84 82.73 1 � � , ,.• ' .• � .• .,• ., Q ; ! \ 482 4 1 . .. . 82.40.•• 492.84 CURB [TAPER 8 506.25 . 492.05 M El. SOS. 5 '• ' ,'♦ '•'. .'r '• '• ' • '•. ■. C8� .35 504. 507.70 .. I ,� .. . 491.72 • \ l • • 92.80 ; '✓ • 507. ■ 4 6.00• " • • l 4 8 91.13 tai - 505.50 504.68 505.43 -•" '' `'• 4 '� ' E�• 505.00 �'•• \" 1 4 / 93.87 ; ; l 6.00 i 490.80 !� 504.35 505.10 482.51 .29 491.07 492.33 ' • ; ' •, '•: 50539 - ' I G \ 485.1 , A M 1 ` t 483.79 484.78 484. 7.23 : �P 490.74 492.00 ; : • V 7. '• l 1 1 r.... ! ; M / RIM EL. .50 �� 0 484.2 90 492.58 t 490.49 492.25 /� • ; s ; • �\ ; � I EL. s' � /489.75. 4 . 6 (� '• Q 505.90 . .. l _ • ; 48 EL • 486.78 505.40 507.1Q 4 . t 0 i 1 • • 489 42 : 491.12 \ W 493.78 : ' : ''; ' • 506.64' �``- . 486.45 • ; .1 4 .60 } EL. . 0 • 0 t 484.4 493.78 , , 489.93 ' • • ' • • • ' • ' • ti 487. 488.60 j 490.59 492. \ 484.75 492.24 O , 484.4 490.26 ; 306 ! .S3 ......... - ; 1 .24 485.14 j 486.37 % 487.50 : '• ; 30!!•03 SOS.00 L0 484.64 i .04 : 42"1 •,� :• •, : ' 507.50 . .• , �.; ; l 489.77 ; 90.28 92.72 4 �0 f • . • 95.00 � 50 489.44 , 92.22 495.00 .\.J .• Ov •• 1 • • • � 487.76 / • " • . , f � : ; •• ; R7 .: /� •. •, '•. •, •. 506.99 / ( i 523.67 / ,� ' /.�� - --`._ _.._- 23.47 N S 5.35 .85 525. 526.01 526 25.00 lQhlerSlater (� . ' / 523.95 523.1 .'.�,.`:. . •522.59 (� •. % MART 523.45 525.8, GENERAL NOTES 5 2M N 523.83 . 625.31 .••. •. (J`1 523.33 523.7 - ' is 5; JEFF S0 N j �& S• 525.60 5� Martha . • 5 523.60 S2 L 10 1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TO A 1�. REASONABLE DEGREE OF ACCURACY BASED ON FIELD SURVEY. IT SHALL ••� • /.••''''• �� c�•. • /••" 523.60 523.80 525.38 H PITAL Jefferson Hos ital BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND � n '� ✓..�,••' ;,••' ;.••'• ••f ••• ' !� 524.88 DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO. GI�OTUND FLOOR 475.67 ............ 1 523.30 IRST FLOOR 491.67 ' •• 1�• ,•523.50 525.70 '•'• 2 • ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. % SECOND FLOOR 508.33 ,.•• �r.•�� ,,••'• "J,,.•�i -•�1� • 22.80 - 82317 - 523.37 S22•� 526. •'•,• CU B THIRD FLOOR 524.33 •! ✓.••'•• 522.47 - 522.65 25.00 FOURTH FLOOR 539.67 ; 522.79 3. REFER TO SITE PLAN FOR ADDITIONAL COORDINATES AND DIMENSIONS Q ROOF 560.67 •• • 522.73 522.56 FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS 522.40 52 4 525 lima I COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE. • 525. D 2D 40 % ........... • • •'•• • : • 522.49 -- -__ : 523.83 DEVFLOPMENT COMPANY I:L(: : • ; • ; • : 5$ 0 522.16 - - RIM � 523.33 323.49 '•• 4. REFER TO SHEET C800 FOR VDOT CURB do GUTTER DETAILS. ` ° ' • ; ' 522.14 -- _ • ; ' 522.30: 523.99 •• 524.4 52� 5. / .•• ; .. ; • . ; % '•,• •.• 522.32 - .19 522.14 25. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION % URB 822.33 2410 25.08 ; 52� (Q - 521.86 s One Honey Creek Corporate Center AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. ' ; ' : • O . T R 522.00 ;• ...2 45 623.20 ' • ...---- •-- - - - - -- - - - -- - 8 RI1A EL. 522.70 4.31 525. t 2 125 South 84th Street, Suite 401 • 522.00 s: 522.22 522.55 C800 522.70 Y . S2 81 g; GRAEF Milwaukee, WI. 53214 -1470 • - � � • 621.91 S2 t .72 522.05 522.50 ' LEGEND • 521.58 52 t .45 22.26 • ,t •; ; : ; : ; '•• '•.•• :• 2?.78 - - -- • . .520.95 521.76 523.05 ; 521.86 522.00 525.16 A N H A LT 123.69 PROP. TOP OF CURB f •• 522.55 3 51 6.60 123.36 PROP. F I ,' ; 521.36 521.556 5 •5x 524.83 Q('� 414- 259 -1500 0 FLANGE LINE •• ; . ' . ' ; ' , ' 16.10 • , is • 3• 622.17 521.23 2 SCHLOEMER C800 ,. ; ; • ; � ' .• t7. J •, •, • 2"•.,, - -,_ ,• .83 •. � 525.28 and Associates Inc. FAX 259-0037 t 23.86 PROP, TOP OF CURB 4 S, 6.50 516.85 '• • 521.67 521.86 - .. 1 524.95 123.36 ' 521.53 5 2 321.76 521.95 .so ; 4.4 PROP. CURB ELEV. AT GRADE C800 ; • : 616.00 6 521.26 521.62 9 626.08 521.73 520• 523.99 120.00 506.40 ; • O; : >► ••.• ';• •: _ 521.50 521.40 520.55 S 522.78 522 EL. (,� 524.58 + PROPOSED SPOT ELEVATION �" • ,• 621.17 ; 1 521.99 '•. 621.99 - ----• 125 ..... PROPOSED CONTOUR %• % 621.49 (.31 s 521.49 - ,26 - EXISTING CONTOUR FFE- 508.33 ` RIY EL.-* ' • ,: �� : • ,Q, 514.98 " J '''' , ••�':••'• •': 520.79 �,� •''. '• • 524.66 507.00 (,.o : .514.48 k.51 S t .91 522.06 S 133.36 PROP, TOP F W FFE -508. � J St 3 8 321.73 • �J • '; , RO O O ALL LEV. •. St .� '• ••, '•, •. •• ,. .. _ 521.7 TAPE '• 624.7 Q;� •. ., -- - - - - -- - - �' CURB R 5 .84 . 123.36 PROP. WALL ELEV. GRADE o� ; : • : •° '�� ' 1 .97 % I ' , ' • C800 . (TYP.) 52 24.24 ' J _ ' . % • : Ul 522.55 FFE 508. + 7.95 , ••. %• 517.05 '• ••• N • 51 514. 524.63 •- • 520 23 520.38 S 523.28 ' • 524 30 FFE - 508.33, i o 5 .N 07.39 `• 507.06 ' 1 7- 5 •, 1 ♦ % 510.63 �• 516.55 : St 9.88 522.78 : 523.3 • 510.30 S 19.90 •. (� '•. 1'>.60 521. 521.95 ; : 22.98 524.5 ... 508.17 % 521.49 521.62 524. 4 ♦ ; 508.17 : • J 8 '•. �•. : ' 520.77 '•'•.. -_ : ''•. 508. �•y� • 522.22 ♦ `�! 508.20 CURB TAPER C '• 520.44 s 520. EASfi • '• •' •' '• 1 E9 521.89 524.08 •• o ♦ 507.70 - 510.10 • : 514.93 520.10 % 19.50 - �� 524. ''•. , 524.41 •,• ♦ 508.50 '^ ,' j 510.33 ; 824 , : 520.12 ♦ 508.00 J 510.10 810.30 •" 7 510.00 514.43 ,� . 16.93 �'� _ 508 _ 19 79 523.27 l 509.80 ••., % 516.43 y_.__.5E -� '•• 506.13 ♦---- - - - - -- 50 .50 515.21 508.13 ♦ - 514.88 _ 508.40 518.58 520. - -- 522.50 522.78 508.00 507.90 7. � 4 VDd 516.43 518.08 19.88 507.48 0 �QE 505 .✓° I, : RIM EL. �50 .� . -,,, 510.00 510. T CG -2 515.3 S1S.93 E �- _ 522. •: 507.0.1 509.67 CURB dt GUTTER- 515.1 506.70 $15. r 507.88 , ' .• 510.11 14. 51 38 `� ; � 517.73 .63 -?� "u8 507.55 _ RIM EL. 21.90 509.67 515. 517.40 -_- 520.13 76 , - ' :•• Eps 616.75 S t 8.40 _ 620. 521. t ; . 0 ••• � � ; r 816.25 517.90 _ _ 2- • •• 521.91 '''•• : 810.30 : . • 16.40 _ 518.52 (Jl 521.87 1.97 •.i ,8S 510.31 f 15.90 •� , t _ 521.54 522.74 •* 510.30 _ : _ 507. 8 9 507.50 507.9 �• ;509 98 E � '• : A EL. S17.S1 �----- - � O -� � 1.80 '•., '•. 522.41 .,: •; - 507.00 510.85 ; '.• - 517 O C 510.35 s - 321.42 14.0 07 507.95 . 518.08 518.84 E AS 521. 514. 517.2 518.34 ; . RIM EL -..- ; ;• 14-506 508.077 ti� ' FA E CURB 521.47 ; • ; . ; • .. 520.7 .,• TAPER + 8 - •. 20.21 ''• ,.• ; ,. 506.83 _ ; _ 5t 3.78 18.9 t 520.13 506.50 `L�'''- / - C800 V 513.45 '! EA 8.58 - . + ; is 3 • • -- - - - -- � � � 510• •' •'•., •, '.• '' , • .••, . ,. 13.63 -.- - 518.39 • 507.60 5 �, - VDOT CG- 510.00 .• ` -- - _ -_ - -`� 512.50 • • 313.30 ' EAS St8.06 ,y4. CURB dt G C800 - ...... + , i / 508.40 510.98 512.00 �� : ��• v V • . ; • _ _ , _ . o. 510.20 51 8S 518.55 / : .• ' C 510.48 • + 518.27 % 506.40 • 07'60_ 508.33 510.20 51 .35 � J I 518.35 9 • EMERGEN TENT A9f�� 512.58 ' 514.33 S J / ' •, 508.00 510.53 E 517.30 : : : ,• ASPHALT PAD \ 512.25 St4. '; 8.84 °� ' , • S, 0.20 % J 516.80 , Y 510.33 51 ` '• 518.34 /• ; . • J: i 510.00 .•511. ; .- - ;:••: ' E S� 610.22 �Q . •. � - ' •, , s • 516.58 ' v • . 5 q/� ' •,_ ; 509.89 E p g •.• •. i ', : C•ii:�� • 510.31 509.95 515.05 517.59 ; ' ; ' / - 509.73 S t 2.63 (� 514.55 17.55 •'• 507.48 509.81 517.26 j . • ; ° -/ / - - �- 25 512.13 'fit07.15 507.75 509.40 J 517.22 / •'•••• :. 509.87 LA : 517.7 /•; / / / ! 505.80 7 509.54 10.21 EL. 512.89 Y 17 44 • 517. / • .88 512.39 507.03 : o. :' : • :' • •. / Q ; j; 506.70 7 EL. 512.91 •; 516.95 517.41 : ' : • •• j.,, ''� /'� 5105.93• 512.41 •- - 513.07 516.45 517.08 : • / 512.74 : 517.95 / ; :... 1 • 505.60 �• 509.71 -, ; ,• / -- ' SO : 17.62 / 505. 9 x-21 o - -- J Y 506.58 O ; 510.91 ` 506.25 EL. 505.5 L0 .3s 504. 507.70 14.43 / / '•,, �. -•• ' �- �..::• -,. •••.• ''• �' ••. 514.1 •'•. : � '•. `r � �� '•� •' �'•.- ''''• -� �' -• _ �... _ 05.50 509.40 510.34 ; / �'•..•'' • .•�' .. - -•_ •� - - • ,• -• 50 .20' 509.90 / ,•' / ' �• � •,,,.• • 504.68 05.00 505.; 3 509.84 �• 4 t '','• ; • / / / / ��' ,�'• •� f i °.. . 504.35 • 512.90 513. -1 ; / Z •�.:;�.. Ir.:-= :�':::. Y •i v - : : 10.33 13.08 / �Y• ... ; • 7. 5 512.40 .� � ' / � ~' .• '' � • •�''� ? -•'• �. �. -' •'' '� o 509. 113 J 512.75 / / ✓ �; j:- .•::,.••' • • 507.79 606.40 So7.1 ,i;• - -' ''%''':••': :••'' -• � - -, -. - •. 506.64•• _ 507.46 509.04 _ ! , :' / / / `,•:: �i : -i ; • •�;: • • • • • • `` J ••• . • 508.71 •. • 509.10 509.1 ; : / /•� / ��;: ,,••;.•�'��; ..."'0000'. ' , • _ • • • ' 506.53 \ .80 510.26 •: �. 4(() J / / / i , / / ;` %.,� ;�;•��• s•••• 504.03 509.76 ; " / ; / ,.: •,.: •,,- 507.50 •'• � : • : • � / � ': j••,,., .•• .•••,• •• • 6 509A7 .79 : • 1 , �O 509.88 .4 •- / SIGHT DIST ES (TYP. • • . c 506.99 508.57 •� 509.55 6 • • t / / . • • • 506.85 506.49 : • • • i ; + / • - 509.15 �j�•�__ RIM L. (� I / • • t '• • 508.65 I'' 509.63 V / ••.• 7.50 O 507. .26 508.91 ; l,.,� ; . �,/ / `, •••. •. :• 7 507. 507.1 3 508.58 / ; ' ' J ; ' / ; '.� • ��:,••• .•' • • �♦ • l ' 509.03 : • • C -4 : '•, •• ••v •, � ``'_. '• 1001 OF O :• •', •i,''• , ' ,•''• � `• •:, ,, .30 • '-`' ''•, 508.66 ` : • o • • : : / / / / 508.33 • �O'-� . : : / / / / •• } • �� . ^''• • ''' ' ••I .• ' 410 507.50 O ; �o ,•• •'•••••••••• • ••• .• '� •• ,, ♦ � / // Q � � , / � • • ,•. : 506.80 507.00 : ; • ,� , _ f-- --'..� ; • , • f'1 ,, • 506.95 ; • ; �: , ••S� • jam•• �•, / • / '•, 506.90 506.45 807.69 X50 EL. : • •; • ; / ` / ,. ••, %; ♦ A • L / • •• •, •, •, . 508.35 •. : ' .• / ,.--, /• �I : / J : • / � • ' 506. • '• ``-\ • ,• \ • ; .•'• ••• •• ••• I, • O • vvv 507.25 ' 0 so :, : RIM EL. 00 �� ~ -~ •• 507.85 �1� ; ••� J, % Q / ••� ••.•' , t . : • -- �`�` 508.88 508.15 ' ; / ; / Q 1+ V •••; ,•••• , / ■ • - -- , 508.33 • . 507.82 �'� / / • ,:- • - t vv : •• �_ / : / i . / • so ► : : : : 508.00 ; ,, ,✓ , • •. '• : : : 506.33 ; - / •• •� •; 506.00 0 '00%. •. / o � *`_ •• ,• •,• ♦ . ---' � o. ' �•• :••• •.'' - - 507.98 507.92 :` /: k,•' • •'' / 507.18 507.42 / / ; . � .• .85 • • A •1 : : •• 506 /'• ••• • r\ U 508.30 / - 507. • •'''••.� 507.86 / ' 43 di ; ' o '•, , •, ••, ••, '•,, 7.36 / ; •• ,• ;� ;•'•• • • • • o..., _ - 99.00 *% / � Lt r : _ • ♦ --. _.-- -----" 4.79 •, : •, / ' o. O . . . . ••. / , , Q 498. C c: : : ; ; / • N 498.21 : 90 / ' / / / • / . , ,•, `". - ''••'•' " ~\\� / 00 0 LL o ; , . - �` / ; ^ \ ''•. • ' 49. O N O S O L,• ;,'•• •. ' .I, `' -_._~ /. / is "\ ♦ - 00 • . . ✓ : -+-- - - - - -- . , . * Tom•[ \�/1•• °./ ; d) (/ Rummel, Klepper & Kahl, LLP Conm,dting Fngineers Z UJ co (n O ---� F- N Z � S ` --Z co M C'4 U. vRRR- cn O Z O U 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: KEY PLAN: TM ®NTS (1) Martha Jefferson Hospital Project No. 20060001.10 A�IVO Sheet Title GRADING PLAN SOUTH- CENTRAL 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. C332 I : ; n GENERAL NOTES :: l % • •• .. ; • : ... er ater 1. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN TO A ; / '•, � � •, .•' : • , : REASONABLE DEGREE OF ACCURACY BASED ON FIELD SURVEY. IT SHALL .._. - - - -- ! ' 523.12 •'•-- ... - ............... -- BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND ; 523.94 FUTURE PHASE ''' r ' •, ; -r 522.79 •.•'•• ; •• � , DEPTH OF EXISTING UTILITIES AND TO AVOID DAMAGE THERETO. : t _ ' }•, + • • d- 523.6 S� / .W Martha ALL DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. ; ;:; N , • ` ' ; ' EL. !: `n 52 L '.,, ;: :• / Jefferson Has ital 3• REFER TO SITE PLAN FOR ADDITIONAL COORDINATES AND DIMENSIONS t ' . 4:1 \ j FOR LAYOUT OF WORK ON SITE. CONTACT ENGINEER AFTER LAYOUT IS COMPLETED TO CONFIRM PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE. ��;• 524.75 % 5242 ` ; 4. REFER TO SHEET C800 FOR VDOT CURB do GUTTER DETAILS. •32 t� / :• 522.99 l/ � -- �''' � � �• • : ': : '• •. r � / I: r �/, D � � E-ews • , rn 5• SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION .SS 8 -_- __.... / : / I: �' r �- L� mat AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND GRADING / t • i o V/1 nevF1,(�PnIFVT COMPANY I.I.C. SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS 323'22 23.45 525.1 t 1 ; , I' �� 523.92 524.78 / f� , Q) RETURNS AT HOSPITAL ENTRANCE DRIVES. ` LEGEND 52 •'., ., . •• .. .. •. .; •. :• • 4 2512 490 '•.• , •, , ; • ; • I ; I ' 11 One Honey Creek Corporate Center 123.69 23.92 526.18 ' ' • • , • ; ; / ;+ T(\_ PROP- TOP OF CURB 523.4 525.6 ; I ,', J if 123.36 PROP. CURB ELEV. AT GRADE C800 s2s. ; ' ; • ; �? cn 125 South 84th Street, Suite 401 123.86 3 S : ______________• / I ; ` ;2J -� Milwaukee, WI. 53214 -1470 123.36 PROP. TOP OF CURB : 5 . 7 .• -• -� �. ''•. � � '•''••.. ___ .•' : � � PROP. FLANGE LINE C800 ANHALT 23.27 , �../ -------------- • - - - - -- I ' 414- 259 -1500 1�•� PROPOSED SPOT ELEVATION . -. 125- PROPOSED CONTOUR 23.72 '--- - -• -•• •.• , • : • : • : ♦: • • / I•' �- SCHLOEMER - -� " "" 523.2 : •, ' •,. /' , • ; �• 527.50. �• / and Associates Inc. FAX 259-0037 EXISTING CONTOUR f 133.36 PROP, TOP OF WALL ELEV. • .• � ' •• -526. '''''•., '' •. '' •.� •. 9,, '' •.• ' •'•'''•. •'' ••.. ' : • : • : • : • : : • �• .:1 ! � ,' � � � q (_ , 0 20 40 523. 123.36 PROP. WALL ELEV. AT GRADE 24.20 3.99 ,•,n 5 525. t� • 522.7 523. 523. ) _ _ : _ f2 S N I g j � Rummel, Klepper & Kahl, LLP 1. 523.35 S2 URB C 524 V • 4 •, . �' , ' . ' . •. • • , . 1 - cv1 jr jI `� 23.46 _ i / n Con.m7ting Engineers . 525. VDQ� ••CG 2 / c7 CL I c1 . 523.43 523. TAP 4.54 / 1 , 1 • 5 CC1R6 dr•GtJTTER G j j c 4 • 523.30 rER EDGE OF CONCR E (TYP.) 19 • •/ '• •. 525.26 ; �. .42 • ; : : 1 D 29 • / /J/_ ! % cn •, •, , y , , 525.8 • •• • .. : : : • : ♦ 1 : m T HA 525.54 1 ; • , 52 .02 525.58 ' .. .• : E • : / i JEFFERSON j 3.32 523.02 J - - - - - -- /� '•� I 5 .... 1 •,y, .� -- _. .. 322.92 4 s -' ♦ 8 S /s •'' '• S s HOSPITAL 525 55 / • 3.36 i •. ...••, •,••, _ ;• ; � ; o � ,• • GRO FLOOR 475.67 : 523.72 524.86 �- .............. . . . .. 525 • � ; • RMY, EL. 524.36 ! • FIRST OR 491.67 ; ••• 523.39 25. 04 : ♦ : / I; ; a - - - - -- 523.6 1 ✓ �. J •, ' ; SECOND FL .33 :• �.'-�' .31 � • _ � _ - - - - , _ : .62 ''• -- ' S24.54 .••• : • 524.52 :• :'� a • . ; ; . RD FLOOR 524.33 ; • 321.98 - ..... FO FLOOR 539.67 41 �<•'�,r�, / ; 1 0 : ••: 322. ' ` Y 525.18 • , I ' �i ' • w ' •;' R 560.67 ;. 523.la 522.08 • � 525.55 ; 5 :� ♦ • • • : .• ; / • l •2 • • • 525.40 • SIGHT DISTANCE LINES 7YP. % . 1 ~ J 525.22 !� _ I '• y Q '• •'•� -� • �' � 525.01 � � � / �• I � � 6 •'• � ,''•. './ / : • _ _`_ _" •,523.5! ROAD HAS ,.' : • • ; ' ; • � / 1 � ! v-i �../ • ' 525.42 ' S24.� / ♦ 524.68 ROAD HAS < • 0 -PATIENT BUILDING \ V / 822,88 2X CROSS SL / 524.20 ...... _ 276. C!?Q��. �4QP�.....•• . ' :. ., ; , • , - 523.18 .- - -.... -- '• • / ; \ ' r - - -•.. ---------- - - - - -• : • 525.33 • 525.00 , 523 : • /�4r I :• � •--r � 0 ~Ce N .33 W 525.05 - - - - -- 523.65 /W 4 1 I1 Y✓ / 525.22 524.33 //• °r" �� -- - -- / = si LL 7. CURB /.' : : • .• , •••• •• _._- _...._._ 524.00 : ; �` ; ' -. ;___ CD TAPER / / • : N % ` • ••- ♦ r 3 VDOT CG -6 ~�' : �V o (� ----_ / 23.53 I ( Cr A�A v / -- ; 524.41 ; C800 CURB do GUTTER • �� -- / ! .......... 523.91 ; • • 322.82 N Z 524.09 / 52 . - - - -- : 522.49 / tip •. • ; .• 524.33 / : / / .................... • % / W O 1 • 5 2 23.18 RIM EL. ; v� 523.00 ' / : / 525.15 : , ! ••. 524.33 / 523.49 % ♦ 523.18 -• N 523.86 524.82 521.9 I N 52 S I i _ _ ' • 521.65 ..... - - - -- ..... - - - -- - • - - - -- 525';20+ -P / •523.33. �� 522.83 , C , ` •; . 1. rJ '523.00 ! 523.69 � ; 23.53 C ; : 525.63 - -'� . _ / (�(�/ VC-)4J ' • 0 4 1 ! / 523.36 ' •, ' •C:,1., 525.32 . - - - • - - _ _ ; .. • , 1 �• l /` l _ 1 /� l - ,�j i 524.33 - 2 22.01 �_ -�� [/ / / ! �; JU A 522.86 , ;• / '; 524.00 ,,� ' (•V ` •V : 521.68• 1 t4 522.36 • ; : ,-�.�� •525.52 `-C �••: t "J-�': _` ``_- `G 4 : •• / ' ; • •••, ; ,•• 524.70 '•''• • ♦ • • , V■ • ' ` ' ` ' �\ j i, , [•. / r-'`.. ; • �``-1. ✓✓✓ _ ' , •• •,•' 524..117 •'•, ' ; : • • •. �� : • • Y 522.69 . �t�•• ,s -,, ; ,- ,_ ; / • _ 525.65 ;� i • �� / : • 522.34 522.19 . •`"J� •,'; / 525.50 525.32 ^' / V : • / • 525. •'•• r1 I • �,•,, 524.50 / • !i • % 523.37 Z / , : • �r' �/ -� ; _.- -- V•• 524.00 J� 522.00 523.70 �• / - _ 523.04 ✓ , `24.30 ROAD HAS 521.67 I f ; ' •• : r :" RIM EL. 521.85 . • I ; : r `�. z. -•• _ �•..•' 2% CROSS SLOPE ' . • : : / 21 . ^ __..-- - - -- -- ---yi - 522.37 / 523.13 : ' -;mac'_ _ ' 522.04 : : • , ' A �� 522.80 : • : • � �, �(J'• ' ` • • : • / • •525.00 - - -- • . -: j • • c / / _` 525.97 N ; •<�•. % ��? _ 525.64 • : • 25.48 524.50 ' •' •''' N i I If Y • ; ; : 524.98 527.53 I • �t • / ! 527.20 r- 523.60 / 0 524.33 523.27 ` 32 25.84 ; . '•, • ; •••• •; . : 527.33 523. 527.00 ;\ 4+ .6>� • : 525.80 ; • ; = •• 28.00 • 522.8 525.97 �. 526.98 MARTHA 522.31 / • 525.64 JEFFERSON '• HOSPITAL _ RIM EL. 521 GROUND FLOOR 475. 523.66 • FIRST FLOOR 4 7 40 1. ' • 523.33 SECOND FL 508.33 40 ' THIRD OOR 524.33 523.83 522.83 : •• , • 522.33 F H FLOOR 539.67 524.33 ♦ ROOF 560.67 522.75 ' ` 8 • •••�, 525 20 ' . .*ROAD HAS •••,.. 2X CROSS SLOPF_# .•'• 525.42 525.09 326.64 526.14 • 527. 526.48 N cr 526.94 526.95 •: N 526.44 526.62 - Cr 527.02 ' • ; ��•' 526.69 42 527. '•' 5 . -• 26.30 -' Lr 5 7.09 : : • 1 r v , 524.09 522.42 URB - '`f �•,.• I j / C800 �. 523.81 / - ..__./ 523.50 TAR •,.• '✓ • 522.31 • • : • S t �� •° �z ' - - 525.38 526.93 I . ; • 94 524.10 .21. 2 524.91 526.48 523.92 ••'• �� 524.05 524.20`. 4•� 524.88 ; w 526.15 526.60 M 523.21 523.55 - 523.67 523.42 323.65 523.87 /1 527.33 522.71 �1. M 512.21 523.83 523.67 _ 4.17 527.00 ,. - - - - - -• • I ! �. ♦ 52 526.50 U 523. 523.67 -- ".__ _. - .._ 525. 326.55 I I . N 5.35 526.51 s26.o5 - 23.47 5 85 25.00 526.01 526.63 ; • , / __\ , - - -- - � �7 � •, 523.93 523. - � - - •.• ''• 526.30 O.•••• ' ., ' •s?2.59 523.45 � : ` ''• 525.81 '•• ! t � � N 523.83 • 525.31 5 • • (fl 523.33 523.7 - S 525.70 - U 525.60 116941617 ; i I : / O/ ••� • S}8. S2 GJz ., : ' • 525.64 •� •• I 4 / / t) 0 ••%� 525.38 . •• 525.31 /•• ^ J _ J 523.60 . J . 523.80 : 524.88 • ' I f , I , • �% / �•� • \••'• 523.30 ' .••• ': jj ' •- - 525.70 . • I I I , �' /,l % _J. Q L .•' ` ,. • I� • �"J . • _J 1 22.80 552233..510 525. 523.37 •, : ; : z • > t • I I / �; ., ; / 11)> 22.65 25.00 522.47 217 522.79 � • ' -� , '- - Cry l ti + . • {}+ ` � Q) 522 ••.65 .73 ,.••,• ,. 522.56 � I ( 522.40 - S2 4 g : 525. : I : • I : ; / !� } -� ; • •. 22. '•• '''•.• 525. ; ! _ 523.83 : / t _- 522.49 - - -- CURB C800 RIM EtY 523.33 523.49 '•. : : ; ( ! / (�� 522.14 522.30'. S2S.S8 ' TAPER -- 523.99 ' ; • •' S$•2' 0 � 522.16 � � 524.4 25. •; : ;r 1 • : • r ., (Jt 522.14 - - . 523.2 0 24.10 25.08 � 525.25 522.33 Q 521.86 522.00 O 525.45 526. % ` ; ; 3! � � i j � � / I � f + , I i 1 l � ; � , / / . • • / 2 _. ----- - ----- - - - - -- - - - -- - RIM EL. 4.31 525./2 525.7 f f I / • I • ( ^� 522.22 522.55 522.00 522.70 522.70 52 81 I I �' • Y'1 526.07 / r O j. _ 2 521.91 521.72 525.57 % 522.05 ' ` ' • ' • S Z• ' • �• 521.45 522.26 522.50 525.16 �' I �• // • O f • • • • 521.58 522.00 • { O '• /� '• '• 21.78 521.85 520.95 521.76 523.05 : ,; ; / • ••• • •` ;• • •,••; - - -- • 521.36 521.23 - 522.33 5 524.83 526.13 J/r %• ' f O ' ; 522.17 / - 2 .,, •., 22.83 �� ; 525.28 525.63 I • r� ,.__ O 17. J : • 521.67 524.93 N so 516.85 521.53 5 2 1 521.76 521.95 • t�� 521.26 521.62 4.49 525.08 CO 6 - '' 521.73 520.88 RI EL. / 523.99 / : ` t I Sd ' y ; • / 1 �' •,• •,• 521.50 521.40 520.55 522.78 522. 524.58 �' %t, 1 l� %fir • 521.17 ' Op p •; •; 621.99 521.49 �., (-j1 -' t / ; ` I j c • ; -� /% C/ 521.49 °�. t f C • t t O N) : : : 521.12 522.06 • 525.1 1 4 9 • 5 • ; • r y ' : 4.66 S • . / i t ) l 0 � � % 51 .91 •'••� '•,• '•,• '• � •.•• � 520.79 8 �J. 521.73 � ,. � % � � I �, N :�' 524.7 M O 51 .58 - - -- - - - - -- - -= - - 521.7 CURB TAPER C8� .84 ; • :`j 24.24 // t �� • j ( � ' ' •' %'' ./ 522.55 i ; ;/ • / l 0 U 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: KEY PLAN: NTS (1) (90� Martha Jefferson Hospital Project No. 20060001.10 Sheet Title GRADING PLAN EAST 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. C333 GI) I. z I i I I I • .. e �4) Cis S . S m �? S ,S )IS Qy S `� ` L &CO S, �' '--"r /- / � '`i r,i' "' / �// / I--,,- � >" - �-- \` ,� \\� / 4 11 �1'` % / 9 4 � ` 4 _ e __,__*'%__ e I �� " � " s " y I, n ., .. � � '' V, t _ �. C\-iq' y \_N . . r� r la � ,% h (]e% \_ *. r/ Q \ a \ I—, I \ \ r� r / rj ` J. r / a � r ^ rr M B r ' ' ? a a W a I ° 11 -, V '' le e ¢ A `•.. (�FFOR REF �i 41il PLANS! `Tv .M _ TM _3 J-'J64 71 a r' .• SITE PLAN AMENDM ` a C\ �� s - �f • -'I `* r �� -� *--../ II, r /- �� __1 / Sol IN S�r . � 502.1' i3 P41 I/I - 501.97 ,--- 501.64 / : I_ AC\ ,,--A .2s .92 P) 11 P� ��! -- 1 ✓ a1111111I.- A a I . // ----------.------ - 4 - % 4 VDOT CG -2 C800 CURB dt GUTTER � 11111 � -_ I 51111 • \ _�� -- _ � - \ � '' . _--- -- `•., -- _ --__ GENERAL NOTES IIIIIIII • • ~'` _ �' .. •� _ 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. \ ` ��`\� -� My�- 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 ' ",'•� GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY ■ \ •. j .I _ 1 OR RADIUS OF RETURNS AT HOSPITAL ENTRANCE DRIVES. / - - -- '� -- 503. f � ` \ !h -_7- -I __ _ _ .; • -- LEGEND .'�� r ``� �`_ �' ' 123.69 3 -I III 503 `�� V EA S PROP. TOP OF CURB ,,G . ` 5. 123.36 PROP. FLANGE LINE C800 - - - -- i� / ice• ` . ( 9 123.86 PROP. TOP OF CURB 4 • 50 O �- EAS 123.36 PROP. CURB ELEV. AT GRADE 11 \\ 3 • . � 3 � ceoo v 120.00+ '_ ; •. • 0 • �I;.6` PROPOSED SPOT ELEVATION 502.68 ... IIIIIIIIIIIIIIIII, sot 35 3.t _ - - - - -- '125 --- -- PROPOSED CONTOUR I-- • ■ 2.23 1 % +, : . .59 . !� -- -- 12 6 1 1. "J �.. ; : 4 .S5 .'__ �' i i - - _ 1 .26 .� ' ' .. , t 23.36 PROP. TOP OF WALL ELEV. 4s • 1 PROP. WALL ELEV. AT GRADE 0 20 40 All" . t .19 Jam.- _1 j ` 1._ _ _ - -_ 506.3 - ; : _ • 4 • ......... 506. �. -1 . 499.53 _••` ; 1 �r' :• • _ 3 -- 50;.20 s 503.33 -'�, - 0 ••f.,, ; �. VDOT CG 6 . _ so .8 ; So3.00 � � C' 41 i . '____ - ; ; : :• : ;• 50 501.44 0800 _�' 1 505.9 1. : b • •: r k_:__�_.:__ , , , CURB do GUTTER i , ' Spt.tt ' ' . : �'• \ J 4 3 1 i,49 ...- - - - - -- ' 505 \ .96 : i� a 1 . ; :. -.. •'_-' 98 :98 . 8 - ' 1.74 / 1� r !! , 1\ I • - `y • ._._r. ♦ii ' ♦ii • ♦♦i' Y,/ - /� / .. .. ' : •a 50 .93 ( ' • / : � I •: • i 309 • •.,- • `'• -,..,, _`'- - T -f-;- . •i ••. - 2.60 / .53 � ._..... •'•. , f 5 12 • .:.. •. ••.,_ . _: -: • ... •... .. •.. - - _ 501.61 1 : 513 -- 50! .28 . . __,-- - � ' ♦5 • (' ♦ ♦i ' • 500.84• , . - r 4. \ .' 'P. /�� 50o.3t - . / 3.Z9 E . - - - - -- l - -- ... "'-; ��_:.;� ; .i '♦ '`. •. s / ! 2.96 I f : - - -- ' ''' y • v 1.74 r I : 33 .93 - ••• • ... - . a _ 500.67 • • �: •., ... -�+�.; ;=� -- �.... . 501.,2 I / / - , " ••• - - .. ....- ; _ ( ' . .� �� 499.80 500.40 \ ' 502.9 �� ! / 1 507. .. ': \•; ��.LLLiJJJ i - .. .. ••i' Y ' • ,'' •. ♦ii • '•.i '. •.,' •.i''- �✓ -♦ '•. •i. 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M J --` -- ; LL ';;� - - a, - - a 1' rn � � 1 �-rr ..• ;sr X KahlerSlater Martha Jefferson Hospital - &//&/// IN M JaMaffhews DEVELOPMENT COMPANY LLC 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 :?> Q �8 -fib J W J & 5 �< (=:) a � N Z � °O MW �__ Cn = o z Z) 0 U 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. WCARTHY IJC. NO. 43280 KEY PLAN: NTS T 0 - Martha Jefferson Hospital P I r Project No. �{ . y. V 20060001.10 q) 1. : . Sheet Title GRADING PLAN . szs: 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 / / J / 1 / JJ % KahlerSlater Martha Jefferson Hospital GRAEF Milwaukee, WI. 53214 -1470 A N H A LT 414 - 259 -1500 SCHLOEMER and Associates Iwe. FAX 259 -0037 i Rummel, Klepper & Kahl, LLP Conmilting Fsigirteers PLAN FINAL SUBMITTAL 08/26/08 COUNTY Z PLAN Q 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/23/08 COUNTY W PLAN J co Cn O J F-- N Q — --Z 00 _Z UL � o Z O V 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 UC. NO. 43290 C� Q0 M M U O O KEY PLAN: 00 O O to N to 00 N O') / O i / / 0 a U A.M WM W Moen, NTS O O O 0 N O O N V) C) / Martha Jefferson Hospital Project No. 20060001.10 Sheet Title GRADING PLAN NORTHEAST 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 Fax 608.283.6317 Sheet No. C336 I C� M M U O O / O i / / 0 a U r J S /•. -• _ �� '- L - - - - -- . • - " ... - - -- . . -- - - - -- -------- - �- -- . ' • 0 to to so to -��• - • goo ,�... to • go o solo to .•••to % • ••. •. .. . 2 1 RrCP i 8 _3I" Q4 ♦ 1 . - , � Jy ft REFER TO RK&K PLANS FOR TMP# 78 -311 SITE PLAN AMMENDMENT /\J 0) • 10 • ♦ �.:. • 40 0 10 �_±•• . ��• •..... 0 -. O N N CO 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. 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. 0 20 40 5. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. LEGEND 123.e9 A PROP- TOP OF CURB O PROP. FLANGE LINE C800 t'1 23.a_6'\ O 123.36 PROP. CURB ELEV. AT GRADE O PROPOSED SPOT ELEVATION ....... 125 ..... PROPOSED CONTOUR — 126 -- - - - - -- EXISTING CONTOUR 0 133.36 1 O (n 123.36 1 PROP. WALL ELEV. AT GRADE �< N Q 12 CL O 00 � O O N O Z V) N Q0 � 0 N Cn J r J S /•. -• _ �� '- L - - - - -- . • - " ... - - -- . . -- - - - -- -------- - �- -- . ' • 0 to to so to -��• - • goo ,�... to • go o solo to .•••to % • ••. •. .. . 2 1 RrCP i 8 _3I" Q4 ♦ 1 . - , � Jy ft REFER TO RK&K PLANS FOR TMP# 78 -311 SITE PLAN AMMENDMENT /\J 0) • 10 • ♦ �.:. • 40 0 10 �_±•• . ��• •..... 0 -. O N N CO 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. 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. 0 20 40 5. SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION AND ELEVATION FOR INFORMATIONAL PURPOSES ONLY. LEGEND 123.e9 A PROP- TOP OF CURB t 23-36 PROP. FLANGE LINE C800 t'1 23.a_6'\ PROP, TOP OF CURB 123.36 PROP. CURB ELEV. AT GRADE 120.00+ PROPOSED SPOT ELEVATION ....... 125 ..... PROPOSED CONTOUR — 126 -- - - - - -- EXISTING CONTOUR PLAN 133.36 1 PROP- TOP OF WALL ELEV. (n 123.36 1 PROP. WALL ELEV. AT GRADE .-t • is ;W3ter (Teeter DEG 190T, P/ 5 Ir t � i <J}`� _ /�tN;i� }Rt11 /i i/ / / / / �' vA X: ■ CC •— _ / CA- KahlerSlater Martha Jefferson Hospital 11maffhews DFVF.LOPhIFNT COMPANY I:lf: One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF ANHALT SCHLOEMER and Associates Ine. Milwaukee, WI. 53214 -1470 414 - 259 -1500 FAX 259 -0037 Rummel, Klepper & Kahl, LLP Con milting Engineers Z FINAL SITE PLAN Q 08/26/08 COUNTY FINAL SITE J RE- SUBMITTAL 08/08/08 COUNTY 0. PLAN RE- SUBMITTAL W FINAL SITE PLAN RE- SUBMITTAL J 00 (n o J �< N Q CN � to o Z 0 V 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: KEY PLAN: PLM NI TRUE TM NTS ® ® Martha Jefferson Hospital Project No. 20060001.10 Sheet Title GRADING PLAN SOUTHEAST Copyright Kohler Sloter Architects, Inc. 2008 111 west Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C337 0 KahlerSlater ----------------------------------- ------------ - - - - -e ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: MarthG� NT 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL :VERTICAL). Jefferson Hospital RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, WHERE REASONABLY OBTAINABLE. LESSER SLOPES OF 3:1 OR BETTER A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF ARE TO BE ACHIEVED. TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR GOVERN. DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A rflafthews 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM DRAINAGE CHANNEL. I)EVFI,OPkIFVT COMPANY I.I.C. TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA OTHERWISE NOTED. MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. One Honey Creek Corporate Center 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND CONCRETE PIPE -CLASS III. 125 South 84th Street, Suite 401 SHALL BE INSTALLED PRIOR TO ANY CLEANING, GRADING OR OTHER CONSTRUCTION. 9. ` ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY GRAEF Milwaukee, WI. 53214 -1470 4. ;`IALI 'SLOPES_AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). A N H A LT AND! MULCHED. 1 SCHLOEMER 414 - 257500 and Associates Inc. FAX 259 -0037 J71 f:: ,rrrrl )r- f ...., ...1 .. i Rummel. Klepper & Kahl, LLP P { Consulti eers EET t^ 4 ( � n Ett n r ^ \ 1 EL UJ ' (l 00 Q�: ` • � tnr n �,, e�e � O O MATCH LINES ,/' — N e LL (TYP. &P'5 r YY r 1 r p .. yf• r � ' 1 r // �i r 0 r ` r O 9 1P r l • f i � 1� r i _ j / t , J. r r :� ,' 1,4� � _ ..- Cam• � e,� f � , ` J J 4_/ - / - - - - — i r ■ Y r � C''o usr ,;.,` :`" ., ,: tee^ <. :: ,ct , :.�; ,. �. 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O " � _ WSJ ' ^ O 1 Ja J , INTERSECTION ( MINIMUM SIGHT M MINIMUM SIGHT MINIMUM TURN D DISTANCE TO NEAREST A 3 335 3 335 4 40 3 370 B 3 335 3 335 2 24 3 370 C 3 335 3 335 3 30 3 370 D 4 475 4 475 5 50 3 305 E 4 475 4 475 3 30 3 305 F 4 475 4 475 3 35 6 660 G 4 475 4 475 5 50 4 450 i F — — — — : — � — — — — rase — r — — — — — mx .... ;.` . -- i ._; 1_ . •_ r; — — 011 r / t I M O _ _.— _ ; r , O - -' O N • • _- :a \ O f. r.r . — t _ra co V) T J r= LEGEND — CONCRETE SIDEWALK '_ Cl00 — ' CONCRETE DRIVE caoo - TYPE A ASPHALT PAVEMENT' - TYPE B ASPHALT PAVEMENT cxoo - PERMEABLE PAVEMENT 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 \ O f. r.r . — t _ra co V) T J r= LEGEND — CONCRETE SIDEWALK '_ Cl00 — ' CONCRETE DRIVE caoo - TYPE A ASPHALT PAVEMENT' - TYPE B ASPHALT PAVEMENT cxoo - PERMEABLE PAVEMENT 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 V) T J r= LEGEND — CONCRETE SIDEWALK '_ Cl00 — ' CONCRETE DRIVE caoo - TYPE A ASPHALT PAVEMENT' - TYPE B ASPHALT PAVEMENT cxoo - PERMEABLE PAVEMENT 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 SEAL: KEY PLAN: PLAN Noah, TRUE Noon+ NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title OVERALL PAVING PLAN 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. C400 12 CL 00 0 CY) 0 (-4 00 00 1. C-4 O 0 0 C) 0 i Q) U) CD 0 0 (D 0 0 CN 11-11 Q0 0 0 N to 0 I LEGEW — CONCRETE SIDEWALK / 012 — CONCRETE DRIVE c o0 — TYPE A ASPHALT PAVEMENT 0 40 80 — TYPE B ASPHALT PAVEMENT — PERMEABLE PAVEMENT bow > Q I Z� 4�'- riv 4 0 p WI ,-' \ I Fy f GENERAL NOTES: 1. FINAL SITE PLANS TO INCLUDE DETAILED ROAD PLANS WHICH WILL INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA, TYPICAL SECTIONS, MAINLINE AND ENTRANCE PROFILES, PAVEMENT DESIGN WITH COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH AS TURN LANES. 2. ALL ROADS PLANS, INTERSECTIONS WITH PUBLIC AND PRIVATE ROADS AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD DESIGN MANUAL, THE ROAD AND BRIDGE STANDARDS. AND THE MINIMUM STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. 3. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER PETER JEFFERSON PLACE OVERALL. ko i f WV ! ry ie4 ae" V 4• INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL. SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT-OF-WAY WILL REMAIN CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED. 5• SEE VOLUME 2 FOR PROPOSED ROADWAY DESIGN. ROADWAY LOCATION LC S4 AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND / I L igh A =195. 32 lLiKAUINU SHOWN ON IHLbL PLANS ARE 110 THE VKU1-UbLU KIUNI OF WAY UK RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. Del_26'01'31: \ X", 7, 13 h 15- A 0- 0 1 L ol V 0.4— '4 5, Igo 0, <9 W 4 'zj �N r. 9- J i V 2- 0; V� V Un* ? __7 A 2 1 J. i IJU EASE KahlerSlater Martha Jefferson Hospital larflafthews DIRVELOPMENT COMPANY 1;1.(' One Honey Crook Corporate Center 125 South 84th Street, Suite 401 GRAEF ANIRALT SCROEMER and Asiociater Inc. Milwaukee, WI. 53214-1470 414-259-1500 FAX 259-0037 Rummel, Klepper & Kahl, LLP Conmilting Engineers A/ Owl to 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 LU 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL co U) C> N co M LL Z) U) CD 0 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 SEAL: KEY PLAN: PLM NORM W NOM NTS Martha Jefferson Hospital Project No. 20060001.10 40-7c Sheet Title NORTHWEST PAVING PLAN 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, Visconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C401 0 r, k elf, -,: 71 2 r_ , -'7 - r tAl; D� - CONCRETE SIDEWALK ceoo PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL - CONCRETE DRIVE' COUNTY FINAL SITE - TYPE A ASPHALT PAVEMENT ' caoo Q_ - TYPE B ASPHALT PAVEMENT cam PLAN RE- SUBMITTAL - PERMEABLE PAVEMENT ARB FINAL SITE PLAN SUBMITTAL N BID PACKAGE 2 J 00 J PLAN SUBMITTAL O SCHEMATIC DESIGN PRICING PACKAGE N Q Z — U CN O F O tAl; D� J - Jr }r 'i % 4 ; Y _ L t�j t r, G r` 2. r,. i i 3. 4. 5. NER& NOTES: ° FINAL SITE PLANS TO INCLUDE DETAILED RAID PLANS WHICH WILL INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA. TYPICAL SECTIONS. MAINLINE AND ENTRANCE PROFILES. PAVEMENT DDESIGN WITH COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH AS TURN LANES. ALL ROADS PLANS, INTERSECTIONS WITH PUBLIC AND PRIVATE ROADS AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD DESIGN MANUAL, THE ROAD AND BRIDGE STANDARDS, AND THE MINIMUM STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER PETER JEFFERSON PLACE OVERALL. INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL. SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT -OF -WAY WILL REMAIN CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED. 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. 0 40 80 LEGEND - CONCRETE SIDEWALK ceoo PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL - CONCRETE DRIVE' COUNTY FINAL SITE - TYPE A ASPHALT PAVEMENT ' caoo Q_ - TYPE B ASPHALT PAVEMENT cam PLAN RE- SUBMITTAL - PERMEABLE PAVEMENT ARB FINAL SITE PLAN SUBMITTAL N BID PACKAGE 2 J 00 O PLAN SUBMITTAL O SCHEMATIC DESIGN PRICING PACKAGE N Q Z — U CN O F O C> C U O V 0 i i i 0 Q O O O o MARTHA 00 ° JEFFERSON ,.� ° �? n HOSPITAL \ o 00 Ln \ N J - Jr }r 'i % 4 ; Y _ L t�j t r, G r` 2. r,. i i 3. 4. 5. NER& NOTES: ° FINAL SITE PLANS TO INCLUDE DETAILED RAID PLANS WHICH WILL INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA. TYPICAL SECTIONS. MAINLINE AND ENTRANCE PROFILES. PAVEMENT DDESIGN WITH COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH AS TURN LANES. ALL ROADS PLANS, INTERSECTIONS WITH PUBLIC AND PRIVATE ROADS AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD DESIGN MANUAL, THE ROAD AND BRIDGE STANDARDS, AND THE MINIMUM STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER PETER JEFFERSON PLACE OVERALL. INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL. SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT -OF -WAY WILL REMAIN CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED. 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. 0 40 80 LEGEND - CONCRETE SIDEWALK ceoo PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL - CONCRETE DRIVE' COUNTY FINAL SITE - TYPE A ASPHALT PAVEMENT ' caoo Q_ - TYPE B ASPHALT PAVEMENT cam PLAN RE- SUBMITTAL - PERMEABLE PAVEMENT 1 % 1 ♦ clz� o ` FD ,- �e� N c v V l iD r e N C ♦ KahlerSlater Martha fefferson Hospital 11moffhews DEVE.U)PNIENT COMPANY One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF ANHALT SCHLOEMER and Associates Inc. Milwaukee, WI. 53214 -1470 414 - 258 -1500 FAX 259 -0037 Rummel, Klepper & Kahl, I.LP C'onmdhng Engineers Z COUNTY FINAL SITE PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL Q_ COUNTY FINAL SITE PLAN RE- SUBMITTAL LU ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 J 00 COUNTY FINAL SITE PLAN SUBMITTAL O SCHEMATIC DESIGN PRICING PACKAGE N Q Z — � 00 CN U C> Z O V 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 SEAL: KEY PLAN: TM ®NTS ® Martha Jefferson Hospital Project No. \. 20060001.10 C�t� Sheet Title NORTHEAST PAVING PLAN Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C402 / L / 0 40 80 .11/ ' / r i� / (J / i 1 % lr Jr i J� / f r is i 0 r 1 1 i / r / r J / li is f it tf. i r J r i J l'' r c i { <C i 1 t • /\ r / I r r (lA •`J` T d •y '\J! 1" f f' r' f ` .2> Vi Pc)s C 0) M U OI O / O / i O () / D Q U ]� L . PY Par / $ C k] Pr a d . � �T ,l t NOTES: PLAN FINAL SUBMITTAL tom, � ��• CD e Py CD d? 12. co 03/31/08 l It i BID PACKAGE 2 1 If rf � 0 l`' i r r i J J I f l � I, 07/27/07 2. 11•'4• j '� PRELIMINARY SITE PLAN AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD t0 'jam .•. _, 1; O CO IZ O O t ' F N O M V) N N CN �I :R •• O 00 0 O / 0-) r. � l ]� L . PY Par / $ C k] Pr a d . � �T ,l t NOTES: PLAN FINAL SUBMITTAL tom, � ��• PLAN RE- SUBMITTAL e Py PVC [ C. L ... r Ro d? 12. PLAN RE- SUBMITTAL 03/31/08 l It i BID PACKAGE 2 1 If rf � 01/28/08 l`' i r r i J J I f l � I, 07/27/07 2. 11•'4• j '� PRELIMINARY SITE PLAN AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD t0 'jam .•. _, 1; !fr STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. 3. t ' F �l Z PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER CN �I :R PETER JEFFERSON PLACE OVERALL. m 4. INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT ,rMx: 9u f r. � l ]� L . PY Par / $ C k] Pr a d . � �T ,l t 1 11.1 _•. 1,• 4.7• I ? 9.1. . -, I t (!' C' Q. Road? �1 t \ C3 Pad; _ ar, GENERAL NOTES: PLAN FINAL SUBMITTAL 1. FINAL SITE PLANS TO INCLUDE DETAILED ROAD PLANS WHICH WILL PLAN RE- SUBMITTAL e Py PVC [ C. L ... r Ro d? 12. PLAN RE- SUBMITTAL 03/31/08 COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL 03/07/08 BID PACKAGE 2 ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH 01/28/08 W AS TURN LANES. 07/27/07 2. 11•'4• j '� PRELIMINARY SITE PLAN AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD t0 'jam .•. _, 1 11.1 _•. 1,• 4.7• I ? 9.1. . -, I t (!' C' Q. Road? �1 t \ C3 Pad; _ ar, GENERAL NOTES: PLAN FINAL SUBMITTAL 1. FINAL SITE PLANS TO INCLUDE DETAILED ROAD PLANS WHICH WILL PLAN RE- SUBMITTAL ! .y INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA. TYPICAL N SECTIONS. MAINLINE AND ENTRANCE PROFILES. PAVEMENT DESIGN WITH PLAN RE- SUBMITTAL 03/31/08 COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL 03/07/08 BID PACKAGE 2 ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH 01/28/08 W AS TURN LANES. 07/27/07 2. ALL ROADS PLANS, INTERSECTIONS WITH PUBLIC AND PRIVATE ROADS ` = PRELIMINARY SITE PLAN AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD / SEAL: •' Vt'_Lli�ill YZ AN DESIGN MANUAL, THE ROAD AND BRIDGE STANDARDS. AND THE MINIMUM !fr STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. 3. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON Z PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER CN �I :R PETER JEFFERSON PLACE OVERALL. m 4. INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT ,rMx: 9u FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL, � l SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT -OF -WAY WILL REMAIN CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED. 5• 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. U 4 LEGEND - CONCRETE SIDEWALK 12 cm - CONCRETE DRIVE aoo - TYPE A ASPHALT PAVEMENT } - TYPE B ASPHALT PAVEMENT - PERMEABLE PAVEMENT f /^ice l rS�t r l ?r I I l a rr ,F I r I s I 4 (jOak ' r 1 VI 'i 1 s II, I Ifl 81 �os�3 I II t a _ ,� y Y 0 MARTHA JEFFERSON HOSPITAL P - POs C, L. Prop. ? J � C� 1 C_ t � ' n__ SP-. IN UAK A-,, �..... w :A: :;_ J. • • • . - M JO lQhlerSlater Martha Jefferson Hospital 11hiatf hews DEVELOPMENT COMPANY I:LC One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A LT 414 -259 -1500 SCHLOEMER and Associates Iwe. FAX 259-0037 i Rummel, Klepper & Kahl, LLP C'onsidting Engineers F PLAN FINAL SUBMITTAL 08/26/08 XI #, PLAN RE- SUBMITTAL ! .y t ! N COUNTY FINAL SITE PLAN RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 W PLAN SUBMITTAL 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE ` = PRELIMINARY SITE PLAN : / SEAL: •' Vt'_Lli�ill YZ AN J/ !fr ■ J O CN k Z CN �I :R C) m ,rMx: 9u � l -'0000P . U JO lQhlerSlater Martha Jefferson Hospital 11hiatf hews DEVELOPMENT COMPANY I:LC One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A LT 414 -259 -1500 SCHLOEMER and Associates Iwe. FAX 259-0037 i Rummel, Klepper & Kahl, LLP C'onsidting Engineers COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 XI #, PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE N COUNTY FINAL SITE PLAN RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 W PLAN SUBMITTAL 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE ` = PRELIMINARY SITE PLAN : / SEAL: •' '• !fr ■ J O CN k Z CN �I :R C) m ,rMx: 9u Os O JO lQhlerSlater Martha Jefferson Hospital 11hiatf hews DEVELOPMENT COMPANY I:LC One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A LT 414 -259 -1500 SCHLOEMER and Associates Iwe. FAX 259-0037 i Rummel, Klepper & Kahl, LLP C'onsidting Engineers 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 XI #, PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE N COUNTY FINAL SITE PLAN RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 W PLAN SUBMITTAL 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE ` = PRELIMINARY SITE PLAN W / SEAL: •' !fr ■ J O CN k Z CN �I :R _ ■ ■ m ,rMx: 9u Os O U 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 / SEAL: •' JOHN T. McCARTHy W. NO. 432M KEY PLAN: NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title SOUTHWEST PAVING PLAN 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 Fax 608.283.6317 Sheet No. C403 l th T i J t PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL C� PLAN RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY FINAL SITE W 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL 00 O 1 N Q U Z � O O m � O ' t� o Z O O V / y �l N Q o O Q0 O CO O +• O � ON C O Ln V) N ) \ 0 N 0 / l th T i J t GENERAL NOTES: 1. FINAL SITE PLANS TO INCLUDE DETAILED ROAD PLANS WHICH WILL INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA, TYPICAL SECTIONS. MAINLINE AND ENTRANCE PROFILES, PAVEMENT DESIGN WITH COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH AS TURN LANES. 2. ALL ROADS PLANS. INTERSECTIONS WITH PUBLIC AND PRIVATE ROADS AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD DESIGN MANUAL, THE ROAD AND BRIDGE STANDARDS, AND THE MINIMUM STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. 3. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER PETER JEFFERSON PLACE OVERALL. 4. INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL. SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT -OF -WAY WILL REMAIN CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED. 5. 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. LEGEND i — CONCRETE SIDEWALK 12 cm - CONCRETE DRIVE caoo TYPE A ASPHALT PAVEMENT ceoo - TYPE B ASPHALT PAVEMENT cm PERMEABLE PAVEMENT KahlerSlater Martha Jefferson Hospital GRAEF Milwaukee, WI. 53214 -1470 A N H A LT 414 - 259 -1500 SCHLOEMER and Associates lme. FAX 259 -0037 �&K Rummel, Klepper & Kahl, LLP Consulting Engineers Z 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 W 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL 00 1 N Q Z � O m � t� o Z O V �l GENERAL NOTES: 1. FINAL SITE PLANS TO INCLUDE DETAILED ROAD PLANS WHICH WILL INCLUDE HORIZONTAL AND VERTICAL ALIGNMENTS AND DATA, TYPICAL SECTIONS. MAINLINE AND ENTRANCE PROFILES, PAVEMENT DESIGN WITH COMPUTATIONS, AND DRAINAGE COMPUTATIONS. THE PLANS WILL ALSO INCLUDE PROJECTED TRAFFIC AND DIMENSION FEATURES SUCH AS TURN LANES. 2. ALL ROADS PLANS. INTERSECTIONS WITH PUBLIC AND PRIVATE ROADS AND ENTRANCES WILL BE DESIGNED IN ACCORDANCE WITH VDOT'S ROAD DESIGN MANUAL, THE ROAD AND BRIDGE STANDARDS, AND THE MINIMUM STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. 3. THE PETER JEFFERSON PARKWAY EXTENSION SHALL BE DESIGNED TO THE SAME STANDARDS USED IN THE PREVIOUS PHASES OF PETER JEFFERSON PARKWAY. THE DESIGN SPEED SHALL BE 40 MPH (ULS) PER PETER JEFFERSON PLACE OVERALL. 4. INTERSECTION SIGHT DISTANCES TO BE COORDINATED WITH VDOT FOR ROADWAY DESIGN AND FINAL SIGHT PLAN SUBMITTAL. SIGHT DISTANCE AREA OUTSIDE OF ROADWAY RIGHT -OF -WAY WILL REMAIN CLEAR OF OBSTRUCTIONS AND AN EASEMENT WILL BE PROVIDED. 5. 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. LEGEND i — CONCRETE SIDEWALK 12 cm - CONCRETE DRIVE caoo TYPE A ASPHALT PAVEMENT ceoo - TYPE B ASPHALT PAVEMENT cm PERMEABLE PAVEMENT KahlerSlater Martha Jefferson Hospital GRAEF Milwaukee, WI. 53214 -1470 A N H A LT 414 - 259 -1500 SCHLOEMER and Associates lme. FAX 259 -0037 �&K Rummel, Klepper & Kahl, LLP Consulting Engineers Z 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 W 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL 00 N Q Z � O m � t� o Z O V 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 SEAL: JOHN T. McCABTHy LIC. NO. 43280 KEY PLAN: NTS Martha Jefferson Hospital Project No. 20060001.10 �• 1 Sheet Title SOUTHEAST PAVING PLAN Copyright Kohler Sloter Architects, Inc. 2008 111 west Wisconsin Avenue, Mil.oukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fax 608.283.6317 Sheet No. C404 O O Ln U I O P0 MAP 0 O / / Q) t / Q U / ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEANING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). \s \ \ J �f s i \ 42" CULVERT PART OF BID ;y GENERAL NOTES COUNTY FINAL SITE 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS MANHOLE s s caox ceoz ClD3 0 914 SANITARY SEWER MONTICELLO ROAD, CHARLOTTESVILLE. VIRGINIA, 22902 -5902, IN THE STORM SEWER SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY WATER MAIN O PER EASEMENT 0 NOT DRAINAGE EASEMENT REFLECT CURRENT CONDITIONS. - SIGHTLINE 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY - EXISTING SANITARY SEWER - —STM— - CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER - -w- - :2 O CO D_ O O U) N O O N N Ln HORIZONTALLY APART, WITH THE DISTANCE MEASURED FROM •• O Co 0 % 0 MINIMUM OF 3' OF COVER. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEANING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). \s \ \ J �f s i \ 42" CULVERT PART OF BID ;y GENERAL NOTES COUNTY FINAL SITE 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS MANHOLE s s caox ceoz ClD3 OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 SANITARY SEWER MONTICELLO ROAD, CHARLOTTESVILLE. VIRGINIA, 22902 -5902, IN THE STORM SEWER SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY WATER MAIN TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER EASEMENT APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT DRAINAGE EASEMENT REFLECT CURRENT CONDITIONS. - SIGHTLINE 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY - EXISTING SANITARY SEWER - —STM— - CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER - -w- - - EXISTING WATER MAIN OWN SATISFACTION. - PROPOSED 3• ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED >_ U) BY THE N.G.S. OF THE N.O.A.A. F_ 4. WATER MAIN AND SEWERS SHALL BE LAID AT LEAST 10' Z HORIZONTALLY APART, WITH THE DISTANCE MEASURED FROM EDGE TO EDGE. 0 5. SANITARY SEWERS AND WATER MAINS SHALL MAINTAIN A U MINIMUM OF 3' OF COVER. 1 i 4 0 80 160 LEGEND COUNTY FINAL SITE • - PROPOSED MANHOLE s s caox ceoz ClD3 -s— — - PROPOSED SANITARY SEWER —ST - PROPOSED STORM SEWER - w - - - - PROPOSED WATER MAIN - — Em — - - PROPOSED EASEMENT - —0-pa— - - PROPOSED DRAINAGE EASEMENT - -p sE- - - SIGHTLINE EASEMENT - -SAN- - - EXISTING SANITARY SEWER - —STM— - - EXISTING STORM SEWER - -w- - - EXISTING WATER MAIN 0 - PROPOSED INLET ' 6. SEE VOLUME 2 FOR DESIGN OF ROAD STORM SYSTEM. PR P S -' // t ` '" 1, \ \ � ` E i \�\ ,. -� NNW ROAD STORM SEWER SHOWN FOR INFORMATIONAL PUR S S Ot% !� , ��- \� .- -° 11111. -STORM OUTFACE LAYOUT AND GRADING SHOWN ON THESE PLANS ARE 0 T D RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL ENT .t � � ` � 4{' ># � � � _�___ �� s� � � „s ,.• won 1 7. SEE DETAIL SHEET C803 FOR INLET GRAT 7:UR - IN \ '^MC '�' ♦� �- � ' / _ _' �= = - - „a- -� s®" 00 00 �/ f o f dop 40* td < ijix a ijfe 3 3 j J,• �/ J � ��•,� J r; rl ��J °• l� f i� � l F `� f I ill I j�1 � 3� � .t' ,J f0 �t li: rr• t 1 l� ti �rf i I 4 1� `W } �1 r� f 1 l D f i r• if �• 29A5 'J ! ;r t 4 1t t IF /f ILA . .. _ � _ •—.. ` -.. ate\ .7 � � `i� . � `•_ �y�� =y ��r�w ��s!�a��:.. `. _` '1�. ��: � _ `�� -- � •7 it _ I i I - ir Ap Opt 4< j r j/ y ►f ;, i' = 115 IS rte► ""' /f, ��. %�� ` �/ �.%f 1 /!�y� 1�j, -. .• a,: -� say.. • , i ,f�� - � '�i�� 1 �=.I� �i� i I l; i I 1Hc , , / e - WA p II I y V 1, III rAVIA v UP� L ♦ ` �� ` �'j�",- * lam y WAWA I� J/i ►!i iR! Iii II,. II t �`' sr' eft, `.=y e I♦ i A WE H //I L ► tam WA NINON y I, y _ s Ow lik 1p, PAP a, Wkir I I , 1 .. �. ♦ 1� ' 1� � %► A •'11 • �,• ,,t �� • �, � . tit 4��. '' �\ *i �y }� � � �I� i �� j ., � �, •rP` � I� j� f ., .ir '�� .111► �rV��,\ � ��i� \�► *+ s b r. A VIP, ,p.� ��, f, t�,' ``'C�•+�' ate` Pit its► '��+�l +�i�•�►�i�► •11► .� � ON W Ab \ 'a y ' q- 'sue!. • OR'+j /� . �II - .+ �'�►- .-r.�. SIR-- ..�•'. 1 :e -= 0 t E r* G/ KahlerSlater Martha Jefferson Hospital 11matthews D17VFLOPMENT COMPANY Llf' One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A LT 414- 259 -1500 SCHLOEMER and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLP Consulting Engineers Z COUNTY FINAL SITE PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL J COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL W ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 J 00 U) PLAN SUBMITTAL O _J PRICING PACKAGE CN Z _� � OO _ N >_ U) O F_ Z 0 U 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 SEAL: JOHN T. McCARTHY WC. NO. 432M KEY PLAN: PLAN NWM TRUE NOM NTS Martha Jefferson Hospital Project No. �D 20060001.10 Sheet Title OVERALL STORM SEWER PLAN 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 Fax 608.283.6317 Sheet No. C500 V, O U I O O Q) Q 41 c / '' • / / • j 6 I 1 1 000" Z 0A "Ib LP -,g 1g ♦B r I �_� • / / / 530 ! / , /,r / // - - ♦� ♦ a 8.��° ,sue -� : cue J So °S.� F1 srt /I ♦ ' / --. _..,`\ �_.___ _— .rl' / /mod{ // y � p•CP // '; ,i _ \� J �/ / ` I ♦ ♦ / �mr �, ti - E IS �,Apy§ 9c Q G� �'- " JEF ERSON PI AL s Q oq FOUNDATION r 1 / l i ! • II% 1 `�„ / �`"` / e fi' ' " " S r,�, j Ha i i ` .. �\�` `', ` • `�, —SOS- 41 1 O • 0 1 1/ / � 1 01 i 520 PI( 0 'n I• 4 �' ;/ ` / • I %I i 1 :-- `Ji" saG / l i t ,1 / j %�► . - e' % _.. — 5. .. - -- -- �l ' ` -?v \� •( 25i U ti °j E 10 , ", _ ! -r ,� ' t, - ♦.1� I {// 1 ; / jJ / {//1// / f / � `� � ('�� ` / - / ., �� , ♦ ✓ '2�I� S _ _.' ``^-.._ —_ —® ��_.,— r_..,..°°�,�'` ' `- .,�,__ I ��7�-��r _,. � � t ' /f S0 � /Jyy``-�' ' \._y"' l�`"' .` - + � ' ,(� i , Ty^1' / ! !I r `.I' „J' /// ' ✓ lN` �,.' d' \ - � t tO __ t r r ! � / / ^."`^`"-..,_, __ar" \ (Yv. � .Y f� -`- 't r e � ' / I \ • \ l j I L � ♦ � ' / `t ----�. ,.�"° -__ c - f�- -`_'_. °tj ' $S•� -\ � \� v / � , � /pS �__. -.-a65 - I� .- _- ___.�",a,6Y" _ -_ /z' +U6 - -- s �� ' I' f f � ,+r / / 11 /J / f! - � '- `� t � � � �`� �t 4r� / / 61 e6 st ,.m Me r \� �r /.. f F y�4 '' / 6. 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NO. 43290 ® TM ® NTS Martha Jefferson Hospital Project No. 20060001.10 v�jb Sheet Title EXISTING DRAINAGE CONDITIONS PLAN Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee■ Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C505 o/ I Ile No " • L END 1Qh Slater 0 fl • STOR DRAIN NHOLE Cfl ■ STOR DRAIN `ET Martha 1111" STORM DRAIN TFALL a Jefferson Q sr STORM RAIN PI E Hospital EXISTING MAJOR ONTOUR • PROPOSE MAJOR CONTOUR 0 80 160 TIME OF ONCE g ON LINE Maffhews DRAINAGE OUND DEVELOPMENT COMPANY LLC: h One Honey Creek Corporate Center _ G NERAL CONST UCTION N TES / o /, /,,' • 125 South 84th Street, Suite 401 " 1. DAMS AND CON CTED FILL TO WITHIN 9596 OF IMUM GRAEF `.� D DENSITY AND 296 0 OPTIMUM M01 E CONTENT. ALL FILL Milwaukee, WI. 53214-1470 ° ,g' / • / O RIAL TO BE NICAL ENGINEERS BE PR SENT RNG ENGINEER. CONST U ON • A N H A LT OFD SCUOEME 414 -259 -1500 / . /' , 3. , , . ' • �. PIPE AND ER JOINTS ARE TO B WATERTIGHT IN STORMWATER asd Assoi tee Ise. FAX 259-0037 •.MANAGEMENT CIUTIES. -- 3. FOR k4PORARY S TRAPS OR NS WHICH TO BE _ 5�0 /'' . CONVERSION 1S•PE TOET E STORMWATER EMENT UNTIL JE SITE IS A AUBIUZED tiillillel_ Klepper c Kalil- ►,1.i ' AND PERMISSION BEE BTAINED FROM E COUNTY EROSION t r /11. \fftrflf f /a rtzret. • i' �-�`' / +• r,: a �A'� CO INSPECT R. ISTING `�°� 4 52o JE 00 7 LU /a ' N T10 ♦ '� N • USED AS : s• , 00 SEDIM • Q r' O I •;sir• , DURI NG g .. C!� Y 0 r e •• �6. ti • 0 / t •, CONSTR UC -I9 , 1 S� / . N / 6 NOR MAL WATER • :I Hlv� 1 • •.' .•► 4 Q • ELEVATION V.- \ W LEV ON 44 ,•� 1 > CC •, G . . Z v s •.• N 1 •.'; •?5••........• •:311�'•i,•PVC Q ••,' ;..�q1 ''• ' ••� '', •' '' �•- , ~'iii •`• :r b r�i: ••••r •y • • \ \ 1 �""., qC f ••- . PRINCIPAL SPI •';i. == _ ,,� - V P•iii.3o ;- . • ','': '1 ' •� ::: r;':'� 1 , ; a 1 136. °i • •r• , •; •vas - -� n' ;'... :: . •. . ', ' • . • ', • . , . • � , • /; • / • •' •'•:,•r • ': V.'•' • ; • ' •• ` • � �. / CD 6 In 1 3 66 -JNCH ••r,; • "••• � U2 J.25 • ;. •, 4:•• •O • � , • • -� r • • �••r, r � + o •,1• • • • , . ' %• : FUTURE E' , ' '• \,\ ; A , ,•�,. ,,. ••.•`• ; :,•••: • • / • • •^+ -'' ' • ' • • • • • • •' , •. ' .� ..:• :�� , • . ••. EMNSI • j / \ •• /;r'• • •'' • •'• R�1\ 11 •rte. •y, ,•• , • • ' •• f , • ♦ r • • , • • • • r. ,.. • • '•,�'•,'•. '•'•- '•'•.•• 1 1 Z .7 �• •• • / •I'• � , ,•• r' : \_, ,• // :''' • i• • tee• • 1.' , �• •',• • 1 i• 'i r • J" 1 •• •II •• III '' • • '. •, •' , • I � • H' • :f .ti h ' ".Y / '• ••' i '' •'• '• �' : i•' ' IP /'' • :�•�rr' �,'•,i• • •I `� {`L' E i , ;; , r i .(qy� • 111 • •. / %�jh• , : ,=�::: ': •.'." '.�•,, • � /'- : •• • • „•.,• , . • J ♦ru •.•••• , '•' ,••;•� i•I :': •'.' : �. %• :• , 5 r r,•,.•,,r , ••�j'•. .. • • '' • to • t •,�• •: ,,,.,,,• ••• •FO BAY , /:: :• : ; :,.,. ..., �. ' .. - � : __ _ 436 LF. - SM€AM c,A 1 �- APPROVED PER C R 1 r AND 39 ARMY CO F. r - / •, •�,•,•... , • ; ENGINEERS PERM '' :- -- -- Is • : / i:. 231-0 .1 • : :, ' �,. ..i, ,�... •�, •\ , ; �" . SO EL. 841.5 ., I; i • • • _ T� T. s,, y p y IN It �� i=' YVATERLINE ••�. � .�• \ , :, .. � !•• ; / � �' g d �/ �� /�/ � /�� EL. 841.0 , ; ,•ti' _ � � ' ' • � /� �/ ,/ �'r•'''. ti.•. :';: ;:' �/. _` � ': •; ' 11 � i � � 5 -O n 13 -0 n 23 -0 u 13 -O u '•:'•N ', • ;• : •q I sal J1 TYP. TYP. TYP. NP. •:-• ''cp ' ! •'`: "' I 11 I ` '•• ! ,r' S •' : ' : 1 570 •F?,T II 0 5 - - L v '' '� ,• n I • • qB R 1 hti • • • O \rte\ \ \ l 25' -011 15' -O" rmom 015, f s 1 rl - - • � - � G :�:�.� - - • - - - �n^r -ti .�� A 1r AI - �• It E . ` �' t `: ,�i . �` �� - = ► f ��, r X11 r �� i`� �� - • � •,••,•�i•• • • ; :. •:.• J \ � •• • s� tilt tts' lE %_ `.�• } } }aj'? •• • • : ' • •. ; ✓ ' •• y:.t �. :t . ff� f ss:sjj��$ {: "/ `af r: •.• Q '• • f� S 'itt.s'• tt S � • � � • a � ; �• • y t• ..•�.' is,tt - sss }.. 5 i Or U LITTORAL PLANT AS SPECIFIED 49 a ., , � :4` ••• 4gp O EL. 841.5 Q O FIN15H GRADE ,� •.� a ? XI ILTER ' - SUBAREA 0 IF PLANTING 15 TO BEGIN BEFORE POND 15 FILLED TO NORMAL POOL 2.3 6 AC R S / I III YVATER ELEV I.O ELEVATION, THE LANDSCAPE +. CONTRACTOR SHALL SURVEY 4 C N 85 / • ,' /; • C.L. op. ••'• '' • . •� • 4 } ;'4... .cP -IIII IIII IIII STAKE THE NORMAL POOL % 1� ;H �`'`•' 7 AREA DRAINING TO STORM SEWER / ELEVATION TO CONFIRM THE / • I'°•t s -•M �;, i o IN PETER JEFFERS N PRWY -1111 IIII III ( IIII I -IIII IIII PROPER WATER DEPTHS FOR �,• ,: :. : ::�� t a� NET INCREASE IN EA: 0.27 AC EL. 840.5 LITTORAL SHELVES. - _ • � �" ••�' -� �' x ;" yrs' � NET INCREASE IN MPERV. AREA: 0.68 AC Q IIII -IIII- IIII -IIII IIII IIII I IIII IIII II III -IIII ° -IIII IIII IIII IIII IIII IIII IIII IIII I (I I IIII IIII IIII _ • ; ;� ;Z {` •, ;1 ti�" O -1I -1111 Jill -1111 IIII • = a� •: }�_ IIII IIII IIII IIII IIII IIII III III _ __ , • _ _ ;• s;'Y } � PLANTING PROCEDURES: 1 -IIII -IIII -IIII -III ( -III IIII 1 # {s {_ _.r ; . {f - # ��• iii• �,• _i= k� O I. LAYOUT LITTORAL SHELF 4 VERIFY A LL GRADES TO BE GRADED LITTORAL SHELF 1- 2 "3 ' - T-�• < O WITHIN 5" OF FINISH GRADE. N 2. PLANT WETLAND PLANTS AT SPECIFIED SPAC I NG 4 a f -_•� lY LIGHTLY TAMP AROUND EACH PLANT TO REMOVE ALL AIR POCKET5.aait = iii< __�• {f = _ �r s ss. iii a �t op :2 O :t _ -} its #. M N o LITTORAL SHELF T`I'C' I GAL PLANTING SEGTI ON -- - 'a X 161 SGALE:1 n = I -0" .ss :a }i t3t }4ii / 00 MIL9 ww>ci •ePmKXmmTR*6 vtrt 'ew6wrf�'11 K ,era (K6er..+c'ewe►v re•1nb1)) 09/08/08 PRE - DEVELOPED CONDITIONS REPLACEMENT HOSPITAL POST - DEVELOPED CONDITIONS DRAINAGE AREA PRE - DEVELOPED SUBAREA 10 PRE - DEVELOPED SUBAREA 20 PRE - DEVELOPED SUBAREA 30 PRE - DEVELOPED SUBAREA 40 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 8.296 2.996 32.696 40.29E 10.296 45.896 64.596 64.496 47.096 POLLUTANT REMOVAL REQUIREMENT -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- 39 LBS/YEAR 0 LBS/YEAR 1 LBS/YEAR 40 LBS/YEAR 010 114.33 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 -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- 6.50 ACRE -FEET -- 6.50 ACRE -FEET RUNOFF STORAGE PROVIDED -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- - - - - - -- 3.91 ACRE -FEET 3.91 ACRE -FEET • L END 1Qh Slater 0 fl • STOR DRAIN NHOLE Cfl ■ STOR DRAIN `ET Martha 1111" STORM DRAIN TFALL a Jefferson Q sr STORM RAIN PI E Hospital EXISTING MAJOR ONTOUR • PROPOSE MAJOR CONTOUR 0 80 160 TIME OF ONCE g ON LINE Maffhews DRAINAGE OUND DEVELOPMENT COMPANY LLC: h One Honey Creek Corporate Center _ G NERAL CONST UCTION N TES / o /, /,,' • 125 South 84th Street, Suite 401 " 1. DAMS AND CON CTED FILL TO WITHIN 9596 OF IMUM GRAEF `.� D DENSITY AND 296 0 OPTIMUM M01 E CONTENT. ALL FILL Milwaukee, WI. 53214-1470 ° ,g' / • / O RIAL TO BE NICAL ENGINEERS BE PR SENT RNG ENGINEER. CONST U ON • A N H A LT OFD SCUOEME 414 -259 -1500 / . /' , 3. , , . ' • �. PIPE AND ER JOINTS ARE TO B WATERTIGHT IN STORMWATER asd Assoi tee Ise. FAX 259-0037 •.MANAGEMENT CIUTIES. -- 3. FOR k4PORARY S TRAPS OR NS WHICH TO BE _ 5�0 /'' . CONVERSION 1S•PE TOET E STORMWATER EMENT UNTIL JE SITE IS A AUBIUZED tiillillel_ Klepper c Kalil- ►,1.i ' AND PERMISSION BEE BTAINED FROM E COUNTY EROSION t r /11. \fftrflf f /a rtzret. • i' �-�`' / +• r,: a �A'� CO INSPECT R. ISTING `�°� 4 52o JE 00 7 LU /a ' N T10 ♦ '� N • USED AS : s• , 00 SEDIM • Q r' O I •;sir• , DURI NG g .. C!� Y 0 r e •• �6. ti • 0 / t •, CONSTR UC -I9 , 1 S� / . N / 6 NOR MAL WATER • :I Hlv� 1 • •.' .•► 4 Q • ELEVATION V.- \ W LEV ON 44 ,•� 1 > CC •, G . . Z v s •.• N 1 •.'; •?5••........• •:311�'•i,•PVC Q ••,' ;..�q1 ''• ' ••� '', •' '' �•- , ~'iii •`• :r b r�i: ••••r •y • • \ \ 1 �""., qC f ••- . PRINCIPAL SPI •';i. == _ ,,� - V P•iii.3o ;- . • ','': '1 ' •� ::: r;':'� 1 , ; a 1 136. °i • •r• , •; •vas - -� n' ;'... :: . •. . ', ' • . • ', • . , . • � , • /; • / • •' •'•:,•r • ': V.'•' • ; • ' •• ` • � �. / CD 6 In 1 3 66 -JNCH ••r,; • "••• � U2 J.25 • ;. •, 4:•• •O • � , • • -� r • • �••r, r � + o •,1• • • • , . ' %• : FUTURE E' , ' '• \,\ ; A , ,•�,. ,,. ••.•`• ; :,•••: • • / • • •^+ -'' ' • ' • • • • • • •' , •. ' .� ..:• :�� , • . ••. EMNSI • j / \ •• /;r'• • •'' • •'• R�1\ 11 •rte. •y, ,•• , • • ' •• f , • ♦ r • • , • • • • r. ,.. • • '•,�'•,'•. '•'•- '•'•.•• 1 1 Z .7 �• •• • / •I'• � , ,•• r' : \_, ,• // :''' • i• • tee• • 1.' , �• •',• • 1 i• 'i r • J" 1 •• •II •• III '' • • '. •, •' , • I � • H' • :f .ti h ' ".Y / '• ••' i '' •'• '• �' : i•' ' IP /'' • :�•�rr' �,'•,i• • •I `� {`L' E i , ;; , r i .(qy� • 111 • •. / %�jh• , : ,=�::: ': •.'." '.�•,, • � /'- : •• • • „•.,• , . • J ♦ru •.•••• , '•' ,••;•� i•I :': •'.' : �. %• :• , 5 r r,•,.•,,r , ••�j'•. .. • • '' • to • t •,�• •: ,,,.,,,• ••• •FO BAY , /:: :• : ; :,.,. ..., �. ' .. - � : __ _ 436 LF. - SM€AM c,A 1 �- APPROVED PER C R 1 r AND 39 ARMY CO F. r - / •, •�,•,•... , • ; ENGINEERS PERM '' :- -- -- Is • : / i:. 231-0 .1 • : :, ' �,. ..i, ,�... •�, •\ , ; �" . SO EL. 841.5 ., I; i • • • _ T� T. s,, y p y IN It �� i=' YVATERLINE ••�. � .�• \ , :, .. � !•• ; / � �' g d �/ �� /�/ � /�� EL. 841.0 , ; ,•ti' _ � � ' ' • � /� �/ ,/ �'r•'''. ti.•. :';: ;:' �/. _` � ': •; ' 11 � i � � 5 -O n 13 -0 n 23 -0 u 13 -O u '•:'•N ', • ;• : •q I sal J1 TYP. TYP. TYP. NP. •:-• ''cp ' ! •'`: "' I 11 I ` '•• ! ,r' S •' : ' : 1 570 •F?,T II 0 5 - - L v '' '� ,• n I • • qB R 1 hti • • • O \rte\ \ \ l 25' -011 15' -O" rmom 015, f s 1 rl - - • � - � G :�:�.� - - • - - - �n^r -ti .�� A 1r AI - �• It E . ` �' t `: ,�i . �` �� - = ► f ��, r X11 r �� i`� �� - • � •,••,•�i•• • • ; :. •:.• J \ � •• • s� tilt tts' lE %_ `.�• } } }aj'? •• • • : ' • •. ; ✓ ' •• y:.t �. :t . ff� f ss:sjj��$ {: "/ `af r: •.• Q '• • f� S 'itt.s'• tt S � • � � • a � ; �• • y t• ..•�.' is,tt - sss }.. 5 i Or U LITTORAL PLANT AS SPECIFIED 49 a ., , � :4` ••• 4gp O EL. 841.5 Q O FIN15H GRADE ,� •.� a ? XI ILTER ' - SUBAREA 0 IF PLANTING 15 TO BEGIN BEFORE POND 15 FILLED TO NORMAL POOL 2.3 6 AC R S / I III YVATER ELEV I.O ELEVATION, THE LANDSCAPE +. CONTRACTOR SHALL SURVEY 4 C N 85 / • ,' /; • C.L. op. ••'• '' • . •� • 4 } ;'4... .cP -IIII IIII IIII STAKE THE NORMAL POOL % 1� ;H �`'`•' 7 AREA DRAINING TO STORM SEWER / ELEVATION TO CONFIRM THE / • I'°•t s -•M �;, i o IN PETER JEFFERS N PRWY -1111 IIII III ( IIII I -IIII IIII PROPER WATER DEPTHS FOR �,• ,: :. : ::�� t a� NET INCREASE IN EA: 0.27 AC EL. 840.5 LITTORAL SHELVES. - _ • � �" ••�' -� �' x ;" yrs' � NET INCREASE IN MPERV. AREA: 0.68 AC Q IIII -IIII- IIII -IIII IIII IIII I IIII IIII II III -IIII ° -IIII IIII IIII IIII IIII IIII IIII IIII I (I I IIII IIII IIII _ • ; ;� ;Z {` •, ;1 ti�" O -1I -1111 Jill -1111 IIII • = a� •: }�_ IIII IIII IIII IIII IIII IIII III III _ __ , • _ _ ;• s;'Y } � PLANTING PROCEDURES: 1 -IIII -IIII -IIII -III ( -III IIII 1 # {s {_ _.r ; . {f - # ��• iii• �,• _i= k� O I. LAYOUT LITTORAL SHELF 4 VERIFY A LL GRADES TO BE GRADED LITTORAL SHELF 1- 2 "3 ' - T-�• < O WITHIN 5" OF FINISH GRADE. N 2. PLANT WETLAND PLANTS AT SPECIFIED SPAC I NG 4 a f -_•� lY LIGHTLY TAMP AROUND EACH PLANT TO REMOVE ALL AIR POCKET5.aait = iii< __�• {f = _ �r s ss. iii a �t op :2 O :t _ -} its #. M N o LITTORAL SHELF T`I'C' I GAL PLANTING SEGTI ON -- - 'a X 161 SGALE:1 n = I -0" .ss :a }i t3t }4ii / 00 MIL9 ww>ci •ePmKXmmTR*6 vtrt 'ew6wrf�'11 K ,era (K6er..+c'ewe►v re•1nb1)) 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 LalI`_9 „ Q s P G \ KEY PLAN: Rm mm 'nm mm NTS (1) Martha Jefferson Hospital Project No. 20060001.10 �jOb Sheet Title OVERALL STORMWATER MANAGEMENT PLAN Copyright Kahler Slater Architects, Inc. 2008 111 west Wiwi Avwm, 11111 muli Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 110 King Street, Madison, Wh consin 53703 Telephone 608.283.6300 Fax 606.283.6317 Sheet No. C510 1) X 1 3 X 2.5 m Grate 44.2 1 :l 4 0 0 80 I�ao. gaticn es qY /f 1r I7, ee S / \ San MH 43b. ti [• i V L'J raS / gem , r1d . t t 6 G A4 Prl ,�tt Ca r 1 �c 3 ^ LEGEND d n t t r • STORM DRAIN MANHOLE / 2 Q. ■ STORM DRAIN INLET i/ mac. 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EN ERA CONSTRUCTION NOTES - - \`\ - -- �� `\�� ,• • • � t � ��" .:f j ; •; .. ..r :.;, "f .. -•• - • � ____ -oa '• �--r ; IL IL 1 • ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95R OF MAXIMUM \ A� •• •••• t �1 :� .. _• •' •' • • • • • : • • � • ; • °� • ' ORY DENSITY AND 27L OF OPTIMUM MOISTURE CONTENT. ALL FILL � �''., •• , ,, , 11 .••'•, s�' \ ', ., '. •, '`, •: • ' • ,.•'� ;• ; , . : ; . ; : ": ' • . ' . . / ; .• % • • ; ' � . ... • • .: • / mil L.I. •7" IIC' 4. • • .... y •, •, : • . ..�; k- 1�,g1 ! .. it . , , , . .� . ••.. J'. 7� � • � •. . • ; .. • : •: ' : � : : • i : • . •: : : • • ; /•. . . • . : j ' ; r'i 1 ' / • • ' = ' ' • .• _---- ---` -f MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A �,,,o. � I >� xa • r - -- _ X••' '' •:'..:::•` �'YI' '`\ '�. `,� `'* ' ••�•�� •••: •• :�r145: •'•f :� %• :: a %:: %: .� : :': .• .•; •'�•� : ••;•;';• f /!;; • • • ; -' : �� -r'"�� ,A 'l � '•, •,'•.'• .:'•,' f f ��', • 1 -- 't, ' � ROSS \ 42i. S�TORI�1• SEAR • � '_ • ; . � - -- • ...... .: - ... •. • ... • . •� .• . ... /; • . f �,: • :: �a .•'' , . . GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION ,r i .•'' : ;;;; : ;•'• ` '. ; �1 Q�T 7 `�w1T PHASE >� ��= � �•'- -• - -• ---- -'••' f'.� � = • ' / • % % � � • � ' •'• '• ' ' ' � • 2'' ' • ' �±`- ' •• '�'- ----- '• ' • • OF DAMS. l :' - - -- \ 1 I r, '' 4� ' .�•: t� � _ ...• jt�..- .• • . ... • . .. . ; '8 • . _ . . _:� • • • • % - - - - -' ,, '� t. i ; • :�'� � • it ,.• • • �� • �... � • •• : • • • ♦ ' : ••. -'• - �•, . 4 1 � ■ • • • .. // • , 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER / ___ _ - , 1. . . • ••, -� .__.. • : . .• .• : : : • •• :: : : : ; . . , -•,: �: ,: . ;. �, ,l� �` ` 1.. MANAGEMENT FACILITIES. 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V ■1 : •11,•1•, +. •.. 11 430 ,L� F• - STF�`E1AM REL TION � � : � , ..•• • ' '�%:: % 1::;:;:; ••�� •':: �: ••: APPftOVEO PEI, /CHAPTER /14 ; � : ' : ' ::;'.: -: • • 't •::1 i:.;... ; : •.; . ll �� /I %ll / AN 39 ARMY'�ORPS Of .' .... .. .... IIII / E GINEERS P�RMIT � � : ... ......::::....: •.'' 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FAX 259 -0037 Rummel, Klepper & Kahl, LLP Consrilting Engineers :aa ,r�• • Z Q J UJ J 00 (� 0 J O N Z M w m N C) VJ 0 V 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 SEAL: KEY PLAN: NTS (D 0 Martha Jefferson Hospital Project No. 20060001.10 ti�2Gi� Sheet Title STORMWATER MANAGEMENT PLAN Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 110 King Street, Madison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C511 00 0 0 N 1-1 00 I—, 0) :2 0- 00 LO 0 V) in U 0 0 0 1-11 0 0 U) -a (A 0 0 (D 0 0 CN 0 0 (14 V) -0 0 _J 7- 'A' �_V V 'k LEGEND 0 PROPOSED MANHOLE PROPOSED INL ET 1% V., X A PROPOSED FIRE HYDRANT PROPOSED WATER VALVE Idi d �'k V JA 0 EXISTING MANHOLE L___111111111111 -]NEEL- S PROPOSEDSANITARYSEWER 0 40 so ki i \\\\N\ ST PROPOSED STORM SEWER V P ROPOSED WATER MAIN ............... PROPOSED CONTOUR X I v Al 'Al) X_\ PROPOSED FENCE EXISTING SANITARY SEWER -4kM PROPOSED RIGHT OF WAY I -�'x 'V 'I "k \N" —Emu-- PROPOSED UTILITY EASEMENT PROPOSED DRAINAGE EASEMENT DEDICATED TO PUBLIC USE) M T-1 % H \V, A\ Z_ SiGHTLINE EASEMENT P*L EXISTING PROPERTY LINE GENERAL WATER & SEWER CONDITIONS r C V _r, 47\4 X AL I 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 -A 24 +0 E 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 f lk� V-1 I AND W ON UCTION CIFICATIONS H AL L COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. PROP. STROCTUOE A-D"y- D"WE A '�,�EE \ ---- -- 5 ki k A -P - 41— 7 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"' (1-800-552-7001). FT. .130 V ----- - _t__ GE MqNT PR�OSED �DRAI 10 Y'jly' Ll 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 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. E4 DEC" M - - U All, A 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. N" 4 L I I A�tk �A J__ 7 8. VALVES ON DEADEND LINES SHALL BE RODIDED TO PROVIDE ADEOUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. GENERAL NOTES I . THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON. WAS OBTAINED FROM SURVEYS PROVIDED BY ROUDASUSH AND GALE. 914 - - - - - - - - - - - - A 1-4 's On. MONTICELLO ROAD. CHARLOTTESVILLE, VIRGINK 22902-5902, IN THE SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY XIN TOM LINCOLN SURVEYS IN FEBRUARY OF 1993. WITH UPDATES PER APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT 7 -7 - - -P. PRO V iv, H. REFLECT CURRENT CONDITIONS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ovll_�' N + .0, CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER OWN SATISFACTION. 3. CONTRACTOR SHALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS (SECTION 31-23-17) IN FILL AREAS UNDER PROPOSED UTILITIES. �'-iNLE, -Ml L A f/ ell + 6P 4. SEE VOLUM 2 FOR DESIGN OF ROAD STORM SYSTEM. PROPOSED ROAD STORM SEWER SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5. ALL STRUCTURES SHALL HAVE VDOT IS- I INLET SHAPING UNLESS OTHERWISE NOTED. 6 ALL INLETS ARE STANDARD SIZE UNLESS OTHERWISE NOTED. L OF 7. SAFETY SLABS (VDOT SL-1) REOUIRED ON ALL MANHOLES GREATER THAN 12 -FEET DEEP. 8. 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Lo Z tX . ...... .... ............... .. .... .. .... . .. . .. . . . ..... --------- L.L .............. ........... . ..... . . ..... 432 . .. ..... .. -C in laf -0-(o 4Z� t pq - ----- - - - - — - - - - - - - - - - ---------- ILL --4* .................... ... . ....... 0 ............. ..... .... 4-32' A-57- LL L.L 10 in ro. - - - - - - - - - - ................... . ..... ..... r .... . ............. . --------------- -- - ---- ------- - -------------- < E) . . ......... . ... .... . ......... ---------- - ---- ------- . ...... ... . - I ----------------- - -- ------ ------ ........... . . . .......... - - _------------ 452 KahlerSlater Martha Jefferson Hospital GRAEF Milwaukee, Wl. 53214-1 ' 470 ANHALT 414-259-1500 SCIMOEMER and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLP UJ F_ U) U. 0 0 00 C) C) F- 04 MENOMINEE moo CN ELI ::) 'r— C/) C:) 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 04/01/08 BID PACKAGE #2 ADDENDUM #1 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 LJC. -NO. 43280 KEY PLAN: PLM WIM W NORM NTS (9 0 Martha Jefferson Hospital: Project No. 2006001.10 V I Sheet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Slater Architects. Inc. 2008 111 West Visconsin 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. C530 00 0 0 N N�' 00 M CL C) Lr) 6 C14 Ln C) 0 C) 1-11 0 0 _0 V) U �D 0 0 LO C) 0 CA UD 0 0 N V) -0 0 _J Z' N, IV K 7z T. X PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN 37 ........... COUNTY FINAL SITE PLAN 0 40 80 f COUNTY FINAL SITE LU RE-SUBMITTAL 4L 04/01/08 BID PACKAGE #2 ADDENDUM #1 J z z 03/07/08 A-- _6 FIT ------ I --- :: - I 2 - - - ---- GENERAL WATER & SEWER CONDITIONS r--- + 6 515 PR --------- 4--- 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR M CN LL J 2. NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED X WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN. ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN E SO ----- - H IX"' _-A _4 OP. M t_5 C5 0 I INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE C.) 4. COUNTY SERVICE AUTHORITY ON JANUARY 15. 1998. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ------- 0711- 4 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" ... V.- - A I R 6. (1-800-552-7001). 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 V -0s, F I INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS. AND WATERLINES, ETC. A, _4 I% 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8 _711; V + 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEOUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. �v co GENERAL NOTE V P --- / A U, I . THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON. WAS OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND --- .00 GALE. 914 MONTICELLO ROAD. CHARLOTTESVILLE. VIRGINIA, 22902 -5902. IN THE 01 -A, JL 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. 1 1 481 1 ST E 5+7ft.21, DI �4 -r TA. 515 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER OWN SATISFACTION. + ------- + ------ I CONTRACTOR SHALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS (SECTION 31-23-17) IN FILL AREAS UNDER PROPOSED LEGEND 4111 PROPOSED MANHOLE Q 9 R L 4. UTILITIES. SEE VOLUME 2 FOR DESIGN OF ROAD STORM SYSTEM. PROPOSED ROAD STORM SEWER SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND GRADING SHOWN ON THESE PLANS PROPOSED INLET A PROPOSED FIRE HYDRANT PROPOSED WATER VALVE d ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. ALL STRUCTURES SHALL HAVE VDOT IS I INLET SHAPING UNLESS OTHERWISE NOTED. A o EXISTING MANHOLE A 6. ALL INLETS ARE STANDARD SIZE UNLESS OTHERWISE NOTED. S_ PROPOSED SANITARY SEWER 7. SAFETY SLABS (VIDOT SL- 1) REOUIRED ON ALL MANHOLES GREATER THAN ST PROPOSED STORM SEWER -T 12 -FEET DEEP. PROPOSED WATER MAIN _7 lift EN 11 - - - - 8. SEE DETAIL SHEET C803 FOR INLET GRATE AND CURB OPENING LENGTHS. .................... 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CN z 44 .......... 04 0411 .... ...... .. . ..... I 472 < ----------------- - ac) :< 0 — ... . . ................... . ...... . ..... . — -------- ........... < ---- --- - 472 lQhlerSlater Martha Jefferson Hosp-tal GRAEF Milwaukee, WI. 53214-1470 ANIRALT 414-259-1500 SCUOEMER and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLP (7onsidtingEnghieem PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL _J COUNTY FINAL SITE PLAN 0. 05/23/08 COUNTY FINAL SITE LU RE-SUBMITTAL 4L 04/01/08 BID PACKAGE #2 ADDENDUM #1 J ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 C) _J 01/28/08 C) CN PLAN SUBMITTAL M CN LL U) 0 C.) 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 4L 04/01/08 BID PACKAGE #2 ADDENDUM #1 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL SEAL: KEY PLAN: PLM NWIH W NWH NTS (D Martha Jefferson Hospital: Project No. 2006001.10 Sheet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Sloter 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. C531 , !` r - LEGEND E E _oEflleA G D I i, ' r ` r =/ ,; At iAl / 1 r • PROPOSED MANHOLE r't STARE ;- __ - P -, , S , ,2 z PROPOSED INLET -l-'� �. `, pp . , _ CON teas 60 r 610 D H: I u . / 1r ! _ t PR FIRE HYDRANT r r PROPOSED RE YDRAN I - . °�.' 11 f.�� r -• 1 , X 1 ,^ . i „ PROPOSED WATER V A LVE ! f . Y r s" I f i t •r• l' i r J 1 -�- ..- EXISTING , (a MANHOLE 0 LE f 'S , 1 % • 1 � t1 f PROPOSED SA IT SEWER E n jyt jj/ I ST PROPOSED STORM SEWER -t' `1 I 4 1 0 J 0 > _ 80 t I I t 2 PROPOSED D WATER R MAIN _ I F 1 r• r i -, ,_.•, %"max' - -A• - - - ry " r , b l f I i - 1 f , H' 1 ) .- e tit S r _ r r .fil r r/ - _ - _ I - / t P R OPOSED C 0 N T OU R P' 'AH P R OPOSED F E N CE S .% -sm- EXISTING SAN ITARY SEWER 1 , 1'. 1 , f � / PROPOSED RIGHT OF WAY f f •RO T RM h 0 SEWS � - I { 'f i _ ,' / SEE S EE �534 — — I E I / ROPOSED UTILITY Yk : ' f / E N E RA WAT q�P --�i: , � ' 1 G L ER &SEWER CONDITIONS EASEMENT Ty EASEMENT NT S I HT IN E 1. WORK SHALL BE SUBJECT T 0 INSPECTION BY ALBEMARLE COU N f -�,"-"" " � `� " "° ' � �:°_.' �-• - =- ;= '�"�, '==' _.� r o_ --, =�-i� T. ^ �'\- ''�,,.� - -,_. --=. _ �_ - -=---- �= - :-- _- -.Y- .``" -- = � !_ --.� ,� -_- � ,-/ - ` . � --' �`` � '`, -� i / �- :1 6� r`` ,� 4 , 1 j SERVICE AUTHORITY INSPECTORS. RS. TH E CONTRACTOR WILL BE — — o -eP .,ca� - - EXISTING P RO P ER TY LINE ■ � RESPONSIBLE FOR NOTIFYING T H E PROPER SERVICE AUTHORITY S OFFICIALS AT THE START OF W ORK. PROPOSED DRAINAGE EASEMENT 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED DEDICATED TO PUBLIC USE) ARE WORK W NOT 0 E 0 NECESSARILY SHOWN ON THE P ` 1 / t r i ! ONLY APPROXIMATELY L S 0 LANS AND WHERE SHOWN, ARE ,,/`'�' - ' �`°'•' =�.•` `'= - -- _ �� - _ � ■ CORRECT. THE CONTRACTOR " SHALL ON HIS OWN -�: /- �=: °° _--- - - � - <,..- __ ___ ";' / ,� --�•� ! /l/ M � INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. � F UR� PHI SE 3. ALL MATERIAL ,�%�� , � _ _ 1 1 ,,,�Y -=. -_ �,�`_ -- r° -- _ - _ -_____ /,! �•,�,F- r --�"'? y,r- -; / �/ / - _ _ _ ! S AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS S AS ADOPT ED BY THE ALBEMAR LE COUNTY SERVICE AUTHORITY ON JA NUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. - - -- - " P 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" _ __ - - -- �` - - - , : - - ` r . � _ __y-- `- - - ---_- -- -____� _ -- ---------- ��__._- - - - -- -- , /� -•°-r . ^ ✓� � � � f (- 800 - 552 - 700 ) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER IS " � — w� - - -- / g L ;,'.,�' MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS I '' INCLUDES FIR HYDRANT LINES, SERVICE LATERALS, - ^ -e, -� � • ! / ODES ALL E DRANT L C ERALS AND WATERLINES ETC. --- - - -_ - -`' / / 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF 1 -- — - -- _ - `.. '- �/ /f / \ - o - - \` � ROADSIDE DITCHES. -= i - -I'f --� .r---- ---- ----_` . _ - - -- `_ ____ _ — _ --- 1, -• �j \ . _ ., °, �` -• - r - _.-- _____...__ �,, J 8. VALVES ON DEADEND LINES SHALL RODDED TO PROVIDE ADEQUATE - r - -- - -. -_ _--- -' - �- ---- r ;c� RESTRAINT FOR THE VALVE DURING 8A FUTURE EXTENSION OF THE LINE. ¢ - -- w E. 1 it 3`x l / r!! / � „/ -' -' --�_` .-- _.+- _____Il (' � __ -- _-- ---_'- --- '...- -_-- "` -..-- / � � �_- ° ,F � f • •.- "' i �� GENERAL NOTES 1 1 % / / .�` � f � _--- ...1.C�- ��3t��, - -_ ----- ----__ r�/ ,; � .- ,- ._.__ --- _---- _ - s • --"� 's `• �/ / / / !� /'" _ _ ��J- , ' e - � _l _ - _ - = _ _— ___ \ 1. THE TOPOGRAPHI C AN D UTILITY INFORMATION ORMATION SHOWN HEREON WAS OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE. 91 4 , MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902 -5902, IN THE __ SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY - "- P IN ET "- 22A TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER -- / N D 2AA - PLANS AS COMPLETED. THIS INFORMATION MAY NOT ' _ _ 2f - = � _ -- _ _ I � ' APPROVED SITE P �5, REFLECT CURRENT CONDITIONS. "' A�- �`� -�.� . ' \• \t.` -��, PRO INLET #21' / �f , ,' 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY VDOT -28 l -r ° ° i % °a , ' 1 % ;/ �I. r 1 f ' / f r , `` r r `, r l / / % � � " ' '�- _---_-_ _. - - -- - _' _ - _ - -- -_ - _ _ _ _ _ "/ !� - f - ` / I ' , / l %' /-"--- °°` - - - _ . 1 -_. f J_ - - - ✓ � ^ I' ! � / / -i — ' _ - � rE-A-Se - `_ � `, - ` �-_� _��_, - .� ..�� l - �•- -.� `�--- `-' -- - 0 T. -01 -B a 9 312 ` , ' CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER HER LE 22 48 _ MH. OWN SA TI SFACTION. 50. 8# MH4 � �Ta 94 11 3. CONTRACTOR S HALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS z (SECTION 31-23-17) IN FILL AREAS UNDER PROPOSED UTILITIES. 4. EE VOLUME 2 FOR DESIGN OF STORM TEM. PROPOSED S ROAD S O ROAD STORM SEWER SHOWN FOR INFORMATIO NAL PURPOSES ONLY. � '� �� /� � �� f ��° (n � /- ` /- = ; ---- "' �_, ----' --'`' ' � � '�' •- "/" -f'�" "`� �' °° / ' � P P . - , � ' ; : /./ � /,� � � •�`b� 1 i /� / % / ...- " ; -- . --_- ,-- ' - - _ ..-- -/ _ �-i j ' {' � . • \ / LAYOUT AND G RADIN G SHOWN ON THESE PLANS ARE TO THE PROPOSED D � RIGHT OF WAY OR S RETURNS AT HOSPITAL ENT RANCE DRIVES. i % "f /" _ -- --' - - _ -h . ' 5. ALL STRUCTURES SHALL HAVE VDOT IS -1 INLET SHAPING UNLESS -'/ SEEP , STORM , °SEWER f �o-� OTHERWISE NOTED. _-€-t"533- - ;�_. - . - \ f �' PRO NLET /2 INL T �IISOT IL28 ALL INLETS ARE STANDARD I N OTHERWISE NOTED. i 48 DIA. MI's:` 6. D S ZE UNLESS O E SE OED. _-%" �. ST 94+35,'1 / / / l / ��, "�_- �- -- �" _ ` Thy`. - ( );; ! j,' �" �„ 7. SAFETY SLABS (VDOT SL -1) REQUIRED ON ALL MANHOLES GREATER THAN ' , j_ - -' S1• #999M j 2 -F DEEP. / / � �� _ _ . _ _ * �% I 8. SEE DETAIL SHEET C803 FOR INLET GRATE AND CURB OPENING LENGTHS. 30 +00 32 +00 34 +00 36 ±00 90 +00 92 t90 94 +00 ----------- T -- -- --------- -- - -- -- - -- --------- - - - - -- - - -- - ---- - - - - -- -- - - - - -- -- -- - - - - - -- -- - - - -- - - - ------------ ----- - - - - -- - -- - - -- - -- - - - - -- - - - -- 5�5 -- - - - - -- _ Iv_ ST _ ��rEa ------ - - - - -- - - -- - - - - -- . - - -- - _____._____ -- _ -- __ _ -_ _ -- L. ,. _ _2,_00_. L.F _._ -- _24_.___RCP____ ,• - - -- _ - - -- - ___ 0 .JYS.T.Q.RM E�YER - - - -- - - - - - -- - -- - - -- - -- ... _ _ _ _ _ . _..._ - _ . - -- ....... ._ ._ 2 _ - -- _ _ - - - -- - - -t - -- - - - - -- - - -- - _ 6.9.3......E F - - -. 15 .._ ..BC.P__ -- L - - -LII S.LQ _._5�1KER_.._ _ - - -- - - -- -------- t- - - - - -- _- - - - - -- ...__224 -- �-- - - - - -1 --- L3�P_--- CL.--- L-- _ST_0RM___SE ER_ _ _.- - - - - - -- - A - - - -- ---- - - - - -- - - - - -- -- - -- - -} { - - - -- - - -- - - - - -- - - - -- - -- - - -- - - - -- -- - - - - - - -- -- -- -- - ---- - - - - -- - - - -- -- -- - ----------- - ------ - - - - - - -- IL� . am is u w11U w u , C_ ............... , -o l7...... ......._ - N H rCJ - -- M ,,.��..... 0 U I 0 0 U / O O / 0) (A / 0 Q U O O O (0 0 0 N (D CO CL O O N O vl N rn O 00 N / � � J , !` r - LEGEND E E _oEflleA G D I i, ' r ` r =/ ,; At iAl / 1 r • PROPOSED MANHOLE r't STARE ;- __ - P -, , S , ,2 z PROPOSED INLET -l-'� �. `, pp . , _ CON teas 60 r 610 D H: I u . / 1r ! _ t PR FIRE HYDRANT r r PROPOSED RE YDRAN I - . °�.' 11 f.�� r -• 1 , X 1 ,^ . i „ PROPOSED WATER V A LVE ! f . Y r s" I f i t •r• l' i r J 1 -�- ..- EXISTING , (a MANHOLE 0 LE f 'S , 1 % • 1 � t1 f PROPOSED SA IT SEWER E n jyt jj/ I ST PROPOSED STORM SEWER -t' `1 I 4 1 0 J 0 > _ 80 t I I t 2 PROPOSED D WATER R MAIN _ I F 1 r• r i -, ,_.•, %"max' - -A• - - - ry " r , b l f I i - 1 f , H' 1 ) .- e tit S r _ r r .fil r r/ - _ - _ I - / t P R OPOSED C 0 N T OU R P' 'AH P R OPOSED F E N CE S .% -sm- EXISTING SAN ITARY SEWER 1 , 1'. 1 , f � / PROPOSED RIGHT OF WAY f f •RO T RM h 0 SEWS � - I { 'f i _ ,' / SEE S EE �534 — — I E I / ROPOSED UTILITY Yk : ' f / E N E RA WAT q�P --�i: , � ' 1 G L ER &SEWER CONDITIONS EASEMENT Ty EASEMENT NT S I HT IN E 1. WORK SHALL BE SUBJECT T 0 INSPECTION BY ALBEMARLE COU N f -�,"-"" " � `� " "° ' � �:°_.' �-• - =- ;= '�"�, '==' _.� r o_ --, =�-i� T. ^ �'\- ''�,,.� - -,_. --=. _ �_ - -=---- �= - :-- _- -.Y- .``" -- = � !_ --.� ,� -_- � ,-/ - ` . � --' �`` � '`, -� i / �- :1 6� r`` ,� 4 , 1 j SERVICE AUTHORITY INSPECTORS. RS. TH E CONTRACTOR WILL BE — — o -eP .,ca� - - EXISTING P RO P ER TY LINE ■ � RESPONSIBLE FOR NOTIFYING T H E PROPER SERVICE AUTHORITY S OFFICIALS AT THE START OF W ORK. PROPOSED DRAINAGE EASEMENT 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED DEDICATED TO PUBLIC USE) ARE WORK W NOT 0 E 0 NECESSARILY SHOWN ON THE P ` 1 / t r i ! ONLY APPROXIMATELY L S 0 LANS AND WHERE SHOWN, ARE ,,/`'�' - ' �`°'•' =�.•` `'= - -- _ �� - _ � ■ CORRECT. THE CONTRACTOR " SHALL ON HIS OWN -�: /- �=: °° _--- - - � - <,..- __ ___ ";' / ,� --�•� ! /l/ M � INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. � F UR� PHI SE 3. ALL MATERIAL ,�%�� , � _ _ 1 1 ,,,�Y -=. -_ �,�`_ -- r° -- _ - _ -_____ /,! �•,�,F- r --�"'? y,r- -; / �/ / - _ _ _ ! S AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS S AS ADOPT ED BY THE ALBEMAR LE COUNTY SERVICE AUTHORITY ON JA NUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. - - -- - " P 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" _ __ - - -- �` - - - , : - - ` r . � _ __y-- `- - - ---_- -- -____� _ -- ---------- ��__._- - - - -- -- , /� -•°-r . ^ ✓� � � � f (- 800 - 552 - 700 ) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER IS " � — w� - - -- / g L ;,'.,�' MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS I '' INCLUDES FIR HYDRANT LINES, SERVICE LATERALS, - ^ -e, -� � • ! / ODES ALL E DRANT L C ERALS AND WATERLINES ETC. --- - - -_ - -`' / / 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF 1 -- — - -- _ - `.. '- �/ /f / \ - o - - \` � ROADSIDE DITCHES. -= i - -I'f --� .r---- ---- ----_` . _ - - -- `_ ____ _ — _ --- 1, -• �j \ . _ ., °, �` -• - r - _.-- _____...__ �,, J 8. VALVES ON DEADEND LINES SHALL RODDED TO PROVIDE ADEQUATE - r - -- - -. -_ _--- -' - �- ---- r ;c� RESTRAINT FOR THE VALVE DURING 8A FUTURE EXTENSION OF THE LINE. ¢ - -- w E. 1 it 3`x l / r!! / � „/ -' -' --�_` .-- _.+- _____Il (' � __ -- _-- ---_'- --- '...- -_-- "` -..-- / � � �_- ° ,F � f • •.- "' i �� GENERAL NOTES 1 1 % / / .�` � f � _--- ...1.C�- ��3t��, - -_ ----- ----__ r�/ ,; � .- ,- ._.__ --- _---- _ - s • --"� 's `• �/ / / / !� /'" _ _ ��J- , ' e - � _l _ - _ - = _ _— ___ \ 1. THE TOPOGRAPHI C AN D UTILITY INFORMATION ORMATION SHOWN HEREON WAS OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE. 91 4 , MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902 -5902, IN THE __ SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY - "- P IN ET "- 22A TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER -- / N D 2AA - PLANS AS COMPLETED. THIS INFORMATION MAY NOT ' _ _ 2f - = � _ -- _ _ I � ' APPROVED SITE P �5, REFLECT CURRENT CONDITIONS. "' A�- �`� -�.� . ' \• \t.` -��, PRO INLET #21' / �f , ,' 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY VDOT -28 l -r ° ° i % °a , ' 1 % ;/ �I. r 1 f ' / f r , `` r r `, r l / / % � � " ' '�- _---_-_ _. - - -- - _' _ - _ - -- -_ - _ _ _ _ _ "/ !� - f - ` / I ' , / l %' /-"--- °°` - - - _ . 1 -_. f J_ - - - ✓ � ^ I' ! � / / -i — ' _ - � rE-A-Se - `_ � `, - ` �-_� _��_, - .� ..�� l - �•- -.� `�--- `-' -- - 0 T. -01 -B a 9 312 ` , ' CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER HER LE 22 48 _ MH. OWN SA TI SFACTION. 50. 8# MH4 � �Ta 94 11 3. CONTRACTOR S HALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS z (SECTION 31-23-17) IN FILL AREAS UNDER PROPOSED UTILITIES. 4. EE VOLUME 2 FOR DESIGN OF STORM TEM. PROPOSED S ROAD S O ROAD STORM SEWER SHOWN FOR INFORMATIO NAL PURPOSES ONLY. � '� �� /� � �� f ��° (n � /- ` /- = ; ---- "' �_, ----' --'`' ' � � '�' •- "/" -f'�" "`� �' °° / ' � P P . - , � ' ; : /./ � /,� � � •�`b� 1 i /� / % / ...- " ; -- . --_- ,-- ' - - _ ..-- -/ _ �-i j ' {' � . • \ / LAYOUT AND G RADIN G SHOWN ON THESE PLANS ARE TO THE PROPOSED D � RIGHT OF WAY OR S RETURNS AT HOSPITAL ENT RANCE DRIVES. i % "f /" _ -- --' - - _ -h . ' 5. ALL STRUCTURES SHALL HAVE VDOT IS -1 INLET SHAPING UNLESS -'/ SEEP , STORM , °SEWER f �o-� OTHERWISE NOTED. _-€-t"533- - ;�_. - . - \ f �' PRO NLET /2 INL T �IISOT IL28 ALL INLETS ARE STANDARD I N OTHERWISE NOTED. i 48 DIA. MI's:` 6. D S ZE UNLESS O E SE OED. _-%" �. ST 94+35,'1 / / / l / ��, "�_- �- -- �" _ ` Thy`. - ( );; ! j,' �" �„ 7. SAFETY SLABS (VDOT SL -1) REQUIRED ON ALL MANHOLES GREATER THAN ' , j_ - -' S1• #999M j 2 -F DEEP. / / � �� _ _ . _ _ * �% I 8. SEE DETAIL SHEET C803 FOR INLET GRATE AND CURB OPENING LENGTHS. 30 +00 32 +00 34 +00 36 ±00 90 +00 92 t90 94 +00 ----------- T -- -- --------- -- - -- -- - -- --------- - - - - -- - - -- - ---- - - - - -- -- - - - - -- -- -- - - - - - -- -- - - - -- - - - ------------ ----- - - - - -- - -- - - -- - -- - - - - -- - - - -- 5�5 -- - - - - -- _ Iv_ ST _ ��rEa ------ - - - - -- - - -- - - - - -- . - - -- - _____._____ -- _ -- __ _ -_ _ -- L. ,. _ _2,_00_. L.F _._ -- _24_.___RCP____ ,• - - -- _ - - -- - ___ 0 .JYS.T.Q.RM E�YER - - - -- - - - - - -- - -- - - -- - -- ... _ _ _ _ _ . _..._ - _ . - -- ....... ._ ._ 2 _ - -- _ _ - - - -- - - -t - -- - - - - -- - - -- - _ 6.9.3......E F - - -. 15 .._ ..BC.P__ -- L - - -LII S.LQ _._5�1KER_.._ _ - - -- - - -- -------- t- - - - - -- _- - - - - -- ...__224 -- �-- - - - - -1 --- L3�P_--- CL.--- L-- _ST_0RM___SE ER_ _ _.- - - - - - -- - A - - - -- ---- - - - - -- - - - - -- -- - -- - -} { - - - -- - - -- - - - - -- - - - -- - -- - - -- - - - -- -- - - - - - - -- -- -- -- - ---- - - - - -- - - - -- -- -- - ----------- - ------ - - - - - - -- IL� . am is u w11U w u , ............... , l7...... ......._ - -' -..�.F- _...._...... H rCJ - -- I1n, -___ ,,.��..... 0 � ■ 1■■■■■■■■■II� 11 ■1■ ■■II 8�� I % I■ 1 III rrr � 1 111111 I I ■ 1111■ ■ Ir�� »_ � •• I � II I II ■II��■�rr r• —■�I• � I e e i � t �� ■ 1■�1■rr■■ ■ I ■ Ir•■IIIII■■�r ■rte �'■ IIIIIIIIIIIIIIIIa111■ ■ �� ■ Or/ ! � � �I• ■ II ...... .- .' .' 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IIII ■ ■� I�I�!!�1 III I I Ir ••L�■ I �1�GL1L °ri III •� ' : • •. „ „ • • • ' _MGr�IS ��awun++l "' "' �, '" '� " n T Mul t• • • E. 1Q1 lerSlater Martha • � Jefferson HOS p tal Matfhews DEVELOPMENT COMPANY 1.1f: One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214 -1470 A N H A LT 414 - 258 -1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Consulting Engineers z Q W J 00 U C) N Q 00 M 00 � � N Z Z) 0 U 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 Q1 04/01/08 BID PACKAGE #2 ADDENDUM #1 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. WART" LIC. N0.43280 KEY PLAN: NTS Martha Jefferson Hospital: Project No. 2006001.10 Sheet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Scoter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street. Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C532 1Q1 lerSlater Martha • � Jefferson HOS p tal Matfhews DEVELOPMENT COMPANY 1.1f: One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214 -1470 A N H A LT 414 - 258 -1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Consulting Engineers z Q W J 00 U C) N Q 00 M 00 � � N Z Z) 0 U 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 Q1 04/01/08 BID PACKAGE #2 ADDENDUM #1 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. WART" LIC. N0.43280 KEY PLAN: NTS Martha Jefferson Hospital: Project No. 2006001.10 Sheet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Scoter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street. Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C532 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 Q1 04/01/08 BID PACKAGE #2 ADDENDUM #1 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. WART" LIC. N0.43280 KEY PLAN: NTS Martha Jefferson Hospital: Project No. 2006001.10 Sheet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Scoter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street. Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C532 SEAL: JOHN T. WART" LIC. N0.43280 KEY PLAN: NTS Martha Jefferson Hospital: Project No. 2006001.10 Sheet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Scoter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street. Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C532 00 0 0 N 1_� 00 1`411 04 C� 04 U 0 0 0 0 0) _0 V) 0 0 0 0 0 N V) -0 0 _J A-( Cv 00, % FINAL SUBMITTAL 08/26/08 LEGEND 02) PROPOSED MANHOLE 7 1 z 7 RE-SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL PROPOSED INLET cow A PROPOSED FIRE HYDRANT COUNTY FINAL SITE PLAN RE-SUBMITTAL PROPOSED WATER VALVE 0 EXISTING MANHOLE S PROPOSED SANITARY SEWER P E < FUT E PHASE- 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 ST PROPOSED STORM SEWER 01/28/08 0000,;4", PLAN SUBMITTAL PROPOSED WATER MAIN 40 0 80 .................... PROPOSED CONTOUR N v, (b - - - PROPOSED FENCE 7 ve. -1 011 t I/ ./ " , , -- - N&_ -5 (b EXISTING SANITARY SEWER PROPOSED RIGHT OF WAY x . . . . . . N D, PROPOSED UTILITY EASEMENT X, >< �e R Ok(P. 2 . V, GENERAL PROPOSED DRAINAGE EASEMENT (DEDICATED TO PUBLIC USE) PIL EXISTING PROPERTY LINE WATER & SEWER CONDITIONS Dl- T X 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR .,3 3.20 A 4 Ni 2. NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. THE LOCATION OF EXISTING ACROSS THE THE PROPOSED � � T -e 0\, UTILITIES LINE OF 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. 'N 1W VE� H 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. �EE S b ... . . ............ . \\X 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 4� % -- ----- z---- 6. 1. 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. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF 41 SEE" Et /7 LET Ul -ZA - 1"r D 7�frk 41+ 4� 8. ROADSIDE DITCHES. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEOUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. PROO SHEET. _4 4- 1,7 GENERAL 1. NOTES H HIC AND UTILITY INFORMATION SHOWN HEREON. WAS Al T/O 4 OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE. 914 MONTICELLO ROAD, CHARLOTTESVILLE. VIRGINIA. 22902-5902. IN THE OF % n-, 4 ;7 rig x SUMMER 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY TOM INCOLN SURVEYS IN FEBRUARY OF 1993. WITH UPDATES PER APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT REFLECT CURRENT CONDITIONS. % 7 T7 RI T nP. A� -A, D 2,k .... . . ... . 7 FR? 0 T_12!� k. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER OWN SATISFACTION. N A A li:-b 4Z 4 7 3. CONTRACTOR SHALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS (SECTION 31-23-17) IN FILL AREAS UNDER PROPOSED UTILITIES. VOLUME 2 FOR KA ------- V !1,4ffT J I, 7i�4 4. SEE DESIGN OF ROAD STORM SYSTEM. PROPOSED ROAD STORM SEWER SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED PR SEV _1ER LLI paz 10 v 5. RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. ALL STRUCTURES SHALL HAVE VDOT IS- I INLET SHAPING UNLESS OTHERWISE NOTED. 6. ALL INLETS ARE STANDARD SIZE UNLESS OTHERWISE NOTED. 4 7. SAFETY SLABS (VDOT SL-1) REOUIRED ON ALL MANHOLES GREATER THAN --I IA 111 i 1 12-FEET DEEP. 34+00 36-00 1 L 38+00 8- SEE DETAl L SHEET C803 FOR INLET GRATE AND CURB OPENING LENGTHS. 40+00 42+00 --------------- ----------- ------------- - ------- - ------ - ------------- ---------- 75 67 1 -F- --- ---- ;EWER ----- I ---- I 08 L F_ _j qC-F5-- I - ---------- --- - -- ------- --------------- - ------ ---- ----------- -- ---------- --------- ------------------------- ------------------------- ------------------------ ---- --------------------------------------------- ------------------------- --------------- - --- -------- - ------- JIL -OF-M-S EwfR ----------- - -- ------- --------- ----- -------- C.L__1H__SMM__SEWER ---------------------- I ---------------- - ------- ------------------ - - ------- - ---------------- ------------------------ - ----------- - - _07 ------- ------- - -------------- - - -- - - - - - - - - ------ --------------------------------------------------------------------------- - 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FAX 259-W37 Rummel, Klepper & Kahl, LLP Con.viltingEngh2eem UJ U_ �Z 0 0 00 C) C:) CN 00 CN Z:) cf) C) 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 04/01/08 BID PACKAGE #2 ADDENDUM 11 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL SEAL: KEY PLAN: RM NWM W WM NTS (�) Martha Jefferson Hospital: Project No. 2006001.10 1009c)k Sheet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Sloter Architects. Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison. Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C533 KahlerSlater Martha Jefferson Hospital GRAEF Milwaukee, W1.53214-1470 A N H A LT 414 - 259-1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP ComwiltingEngineem Z Q 0. W VJ J Q Z LL Z 0 V 00 O O F- 7>- OO M N u) O 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 04/01/08 BID PACKAGE #2 ADDENDUM #1 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. WCARTHY 1JC. NO. 43280 KEY PLAN: auN NORTH TRUE NORTH NTS T Q�') Martha Jefferson Hospital: 00 O O cV 00 00 O M cV C_ M in U 1 O O I U / O O / i V1 / 0 Q U O O O UJ O O cV cn O O cV ur O / J Project No. 2006001.10 ko V S heet Title STORM SEWER PLAN AND PROFILE Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C534 /' '/ � /// / %�� °`'_:':. °. °;' 'a�:s -� iI It � � ,� ,,, :�,_�� !v, y�.z` -- - ICI" /` // /;�. , /P/ , y,,, _.�.__�,,�.�� .� -= ___ / �'�� _ - / �, �' I% % r' / ! - - !' - , y r� a i 111' i f / // �•' , / - - r _ 1 � � .1 I s ' y.' ".,-- "�- �- ,.� —.."'- -''"`� .- - �� ,ray• � t- -1 `l /" '�'` - w;'„ --f- ..-~` -" - ! ! ! � / �: i � 1`t�1j�]c:i`•'i; tSE:.� �, °, r 1 1 �` i/ / _ f- ,�^ , }'l•,. •'sue;° ',�, �~'.` �w- r r ! - f J �- f � %t // / , 1// ,/ ', ,�ttt 1,�ti��1' 'il`t ;�1;•liii�' l ,% � / ---- 1�- ` -�_�_� 1 �_� i -,1 `r ��i''�'•�`�.�',¢,,t- ? -F` / tb F / �/ / � /I /'/ t:'tl, ! 1i��i: ' � ! .e e °� /�. ,.i / ! _�q..� ^�t-'F' .t -f 4 �. -� .�',^�', •�� °,�' ,�.-"�. �", °I w 1 � ! � '� `` w '`.1�7'1� � '�/ ! , i e / � f 4 � •�. •i' I, (, ,�v h 'I .'fir,•%., t , 8 V / ! 1 ti 11 / i �.V�� , �.�� r�1 ,j',il`1t !�i ii; �� ° 4' ,�' '� °' 1 ��' � \N+11"" 1 � � �/ �r: r! `/� / // / / 1 / 1 t , � f�J ` i / , � // �1 ` � 'I�l it '(f .S' `'f ",i�' � �. '`� i�_. t ,�4 ^, ,�'" f �t r 1 � I` °j i �(= '1 :,, lii :Iii; r.: .t�.' ,�. . °t° 1 '�.' -1, ° ", ,'t,' 1 f 1 1 r �' , a .!. ,�, t �' I '� / ,' :III Ff; .3• . -/, x -� ' %1 �' � / r qtr �, _� _ " � - °" `� / I =�� J >� I � ' ,, Jf R !''. ,� / , _ , �; ';, •:.:%� "' ! f! 11 #If i � 1' I % t jj i i �` 5 L 1 l t! .I 3 ,`i i � - , - " / -/ .° ,_�', T / °� 1 t' 1 ' ' • i f ' � t- i ,, '� � / — i / t / /f // 3 t , �� a K :� a, s �D , / �7 , �° �� \ I,`• � t i��,'r `r `� '1 _✓ ^mil,^,'' Y I J l / / } ,�� ,� �� ; :� •J, `!j ,111 t 1 11 _ - �: J= nr, ] I ! ( �, / ( .�" ' / f ,f'•^- �i i]s,''� '�s ,� e '`le. `�4 1 t � 1 � e � -Y' � 1, /J( - rv�� rI / 1 '�•; `] '� ry,' ;f�,: `if,, .f tr -t±' T, t { -'i ] 14 -r--x �! U� , ,r` :j jt t ,� t i 1 � cT l _ / , '/' ;, =�' /• 1 � 1 '' � 1 O i `, 1 , i f f / II �/ "` . �, f s i jr'f e'��rr ,,', ,` `'f i I 4, - ,I r . ,/t .,,f ` - -7 °j , ,° /` -f 1 / r�` t 1 1 '7 t ��:`< `�. i F p I '7.� � t .`/ �` �;' + � ,r t f 7, ^/ ,. /: '� ✓�` � -.•� ^ f r, t � /Jj r ! !, 1'- / ,, '.' ,� . � `` � 1 �- /'� �'� ` „� , , . �� .�, ''ff l� �� ..�:�- �. �� V� ._ -_-- -r ---�� V er afar Martha G e�'S(l�Z Hospital 0 40 80 � >7FVF.LOPMFVT COMPANY I:LC: GENERAL WATER & SEWER CONDITIONS One Honey Creek Corporate Center 1, WORK SHALL BE SUBJECT TO INSPECTION 8Y ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 125 South 84th Street, Suite 401 NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED GRAEF Milwaukee, WI.53214 -1470 H W R T I Y H TH P AN WH R WN ARE OKAREN N E L WNON E LANS D EESO ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN � A � � A LT 414 - 259 -1500 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. S '��O�j �j R 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER aild Asso�late� LAC. FAX 259 -0037 ANO 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. � Rumrnel, Klepper &Kahl, LLP 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" CoresrtltingEngineers 1- - -7 1 800 552 00 `j• g I 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER � „� PIP TH T I F PIP THI F M TH T P F TH E R E CEN ERL NE E. S ., -, MEASURED RO E 0 0 E OVE 0 �, 1 t f• - �' ��. ` .'•,',',;f, °,�. �'''S`',,jfJf� ��ftl��,'.`:�,� „p,',:,= l l r I 1 (� � - ��.., !- , -f�.- a, / / �o u .rr 1 I��/ INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS. AND WATERLINES. ETC. / i I,V' •` -/ �'�' y','!`� � ;,�,, , `l /e f,ti i %�f,, r`,t,"''i � 1 � f i I.` i . °1,'�q L ° � 'T !. / � T � I � / j / ! 0 W S.= .W .. / y, .,!''j! �t-�'„ , "�fr� ",f'` ,'�,'�r 3 :' ��,,,I! �,i,lr I � t __� I I( 'I, - 'qt � / / •1 ,•a, ,'�, ,� ✓ ° . _ i' «� , :�.�_` •, ` r't`e'' r t:e �_ -� -- i. , r.,>�° � � .��. -- � / �/ + 5 1 � P RT NAN E AR T T T I E F . /'r "- � �: .� , .,�,�.,<, I , ,,' °- ,, , :,�, - - - � -I- ( ,�,, , , , / / tt:' t 7. ALL WATER AND SEWER AP U E C S E 0 BE LOCH EO OU S D 0 / !/ ,,, , -�. �, J,i4 ',�,' ;,,r'° .,.�p /j; ,f,, ,',i;:,'; �> t' I ! I . I °I ,`1 �,� ,i c, . %- � 't j / � .� % / 6 0 2 P / ROADSIDE DITCHES. .�,- ,� ,,�, ,�, ;1•;l:,;;1 , ,I; /, !j,'.,' r'.b`, r +,,'`.`:,•' :',� °` �f / , rt � :trl,f ` J r' 0 — f� / _ j�A'j t { ,. ,. % r ,� { /]/ / r� 1 / � r.� E O - .01 / 1, `Y :�,;ll, ;•4� i ,;'3.'d (' :1� °!J', ry, f r ' r- I. :� % t rya` !: � L / .� 1 >' ` ;/ :�; ,•f `•�'` :� + ,,'4r _`' �' `'' ` �; '; ! if t �f!i / / � • � � 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE / - f ,�'� ;,,`�,H,�,' „`; `: ,,,1 � ,`ti,' '�',', 1 r " "` - _ � �� ,;� -'' �� >� - RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ,� / l ;% - , /�• .;f� ,,, <Ir }. ,�•:• :,rj ,',`:_�,; _ �/ � � / _ �- - / S R S ER O ._ / � 1 - f:, • F; � < �' :` }`,``�,'' � �,r'`f r:;��r =;,, , ; �,' `i��+1'+ ` � : -j / ;- I/' � �' t � 6. 1 P 1 `'a'r .' °'Y; y,f, `„ ,�y :`i�:',�,�`�''fr is i�l.'r i't f f t f / `'`r / � • � / / ! . . / $�` '; /•: � /,, � :; "�,-'1�,;� "r;�, .' `,�; ,9 ' `�'�`` ,j, �f � / �, f / / / /JJ� � 1 / ST R SE ER = / / / � .. '��.� ,f +r' i. rr��t7` ��grrt: �,'rt .l f`� .7 �� N I / a � 1 � / Q �' ,�, : °�,• ,,,,�,=`r'�'': .�j ; , r'�, rx f F � , � '� / / f- _ - - ! � / GENERAL NOTES � LEGEND ��; .,�� // f / / P 1 .E. s 1 f _ : , , ,,,� ` a � , , ,, , j ,, , r; . :, , ,, , , ' ' � � _ - _ � ` "/ T ' I 1 .• 1- T � HIC ANO UTILITY INFORMATION SHOWN HEREON, WAS , . , ', ,,, f E coos � �'�',, �', ,'; >' `. ' r'; ; , , � "r "`;, ` `� 1 - -- -- 1 P I • �ET 4 + FROM SURVEYS PROVIDED 8Y ROUDABUSH AND GALE, 914 ,'�' � � � TH TO w • PROPOSED MANHOLE ��'� , / ", � � � O MBN NE{� � O� / f 0 CELLO ROAD CHARLOTTESVILLE VIRGIN 22902 -5902 IN THE '' .i� ,` ''� I � ' �- f ,f ' ' - I �' / P T 1 2 + 0. RT U►. / ' ✓�', ,° � / � O 2006 ANO O /� 7 .45 � SUMMER F AERIAL SURVEY INFORMATION PROVIDED BY (%� � PROPOSED INLET cxos � ' :'f�; ,',r�+ �/ f•'y ,j ' �' �, 4, / � �� __ ; � 4 ; � 2" S 1 7 �' % / '-;� TOM LINCOLN SURVEYS IN FEBRUARY OF 1993 WITH P T P O ;�,f!. ' ,` �,� , ;� f i : �'' 1f` T � / /� - % / • � . U Duo ES ER OS Yp , ;��" � : ` • ` ` '` ` ,�� I� � / / / / � - % APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT J I"- ('V � PROP ED FIRE H RANT �° :',� +�� ,�;� , ; ' � � !r `� r ` .� t f - � � % j , � It !`;� .' ',' iF '' � r 1 r , {�;' , � y' � � - � _ / ' � / /� � _ ; / �, � / P T N D N � f h�`i% REFLECT CURRENT CONDITIONS. Q c � ® PROPOSED WATER VALVE t ; ', `, r ` / �r P.; H A. 1 + .7 68 / G !� , � / � � o XI TI H � i ; `�� F'. I�' '�rJ � ` i+ rr' � "�� ` / � % f � % / �. � � � , � 2. IT IS THE RESPONS181LITY F TH � � RI E . 4 2.2 � 0 E CONTRACTOR TO VERIFY CV E S NG MAN OLE ;� , � j/, f -, , r,, 1 / / _ �� t � / , �. �t___ ,`� � <� t 2 ',� '� E. .E. 467 5 / � � _ - CURRENT T C ANO UTILITY INFORMATION TO HIS /HER � � . !' ,,, ,,,, .,;; H �, :, ',t `�.� ' �' �` t � t ,I! '' � !` '�/ _ _ � / '�� / 1 / OWN SATISFAC :� , f — S .� PROPOSED SANITARY SEWER .;ff j'= ' r1 �� / %j I j � I t .� � t S I. 4 26 � % / POGRAP I s j `� f ; , r, % � , , ;� • ' F E , ` t t -t-�-- � j � � � � / r 3. CONTRACTOR SHALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS ST PROPOSED STORM SEWER �,� ;, � r, ;, ! , , "'�" �' _ ` ��'`.' : `� rf // j �! / - I � r? � , SECTION 31 -23 -17 IN FILL AREAS ,r/ , :, �t � ' ' ” t _ _ -- � / � ( UNDER PROPOSED UTILITIE ,r , : , , / — M — PROPOSED WATER MAIN �:r4`f; Zit t ` ` ::, � #��,F ;�;i`ff'� r / � rJ..j f_- �tl f / j � 1, / � ` R E H 4 � ` S. , ; � `' , ;;� ', '�` '� �'::,',�;t ' ,.';��,, , � ;i:l +,,' / � J -f /!r t, / i - -- / E � ,G T P1 2 4, � .5 RT. __ -_ -- � - ,( / / 7 { . -f � r / � � j � � ` 4- SEE VOLUME 2 FOR DESIGN OF ROAD STORM SYSTEM. P �; . . � ; . : , ; �� r � l � l � � r � � r � � t T D 1 � ROPOSED ,%. � .,� / •------------- - ----- PROPOSED CONTOUR f /,� ;, °fi � /!� /° %; ; !`;� r`Rf :�; ` ,,�; - 1' , ; 1 % ,r, r ,t I / ' __�r r �r�__ >< ,, r ,, � �� t / �. x 4171.7 ROAD STORM SEWER SHOWN FOR INFORMATIONAL PURPOSES ONLY. I' ' � >> :>ll t`. �; . (' 51�` s �' ' ,, : �; �; I ,� I r 1 I r � � ! � � / 'f � t � � t� S A, %1 � 071 1 R2 S li E. 67. . `• ,lt �, : , lr �, ,.r`' I r' j i � -�_ -` I t �___ + -- !I 1 r //,.,j - -�. -,, / ,f _ _ -- -- ',,�; �`',J, 1r'.., � / � t J LAYOUT AND GRADING SHOWN ON THESE PLANS ARE T TH PR P E O PROPOSED FENCE �� ` � ' ' f ,�; ' � �' . ` '� . r � - -1� -I- f t t � r � �� '+ � � i ' 1 � �' � ' ' l ' � l ' ! � t �'' � � i `• � � � � 1' - - RIGHT OF WAY OR RADIUS RETURNS AT H PIT T "� 't. , � t � „� � Y' f I ` j % / OS AL EN RANCE DRNES. U f'/ � _ .t i. , ";r. �];�E: � / -T, -..� I � , .r ] ray -J - - -�� j_ ':�` °. fe' �, is �� / � l � � p, r! ,l:t;, .re •: if;ii � F !j ;%.�'��'�1;, ' .• i f '� { ,al ` � !1 I t j � I i 1 t 1 f l ,l�t/�_ -j ' '.' f l i r !7 � ,.3 I �7 ' 1 i 1 (� {�� 4 -sw- EXISTING SANITARY SEWER t ; :,i� , ` : � : ' : � 4 ; �, , , :: ' , • 1 =' . t ,� f � 1 1 �` / L. � ,` 1 __} .., � - - -� , - -` R IN ET � GG 1'` z� -� - ( �--- � 5. ALL STRUCTURES SHALL HAVE VDOT 1 - ;��, , ;�� 1� : �,, �, � ,� ' t , ,r: , I �� ' r , /` r 1 � , � l ,1 I ; -t i i i �, , , ( ! ; ' � l ]� st �� '.1% � I i � � S 1 INLET SHAPING UNLESS ,, �, ;�f =;, -4r ;�';1: � :� �;I,`� i, f f � r � f I 1 � l ,�- -�j'' 1 �`f >� � 1 �` ; ' � � - ---� � ` I ;' 1 1 r �'�''' 1 � �, T 1 �. ' � 's,, OTHERWISE NOTED. �� PROPOSE RI HT F WAY . �� J ,,� .l � � , , �; �,� ,�� _ � � . � 1 < , r , ! r ( t r ' `� r � I ! l , , r (�,` -' i� r .. / � � , D G 0 =�� ►, J 1r; �° �:f 11'; , �, � ` , ; f l �j' : � 11 .l ' �i i � �� 1 f {'° � � � ` r. "r � '� !r � 1 ( 1 �` ` r' � ♦ 4 � H. '. l � � , ��. ' -� c ��7 - - � � � wig• _._- �t;R:: ;��,:�'f � ., ,,;, � 1;11., ! =J: ,�.� 1 ' -i, �� ► ° �' I � -- -- i � 1 I � -� - -r- ` ' ( �, 1 � _�'��.`�', i A. 1 '+ /'` � t � `� ti - —c.ac — — � � ' f ; • � f � 1'� ��° I , �! , + jj - 1 � _ `� } I � I � •'� j I i t r 1 'b i o 1 , ,''1 , 2-�2 � �' 1 `�` / � �, � ,`�► 6. ALL INLETS ARE STANDARD SIZE UNLESS OTHERWISE NOTED. PROPOSED UTILITY EASEMENT i; �; ° ° � , �:: � � : �i 1 t / r � 1 / • �� ,t'>,: ,r' ,� ;'�. ;�I�I :P , Y. � � ] I I r - f , � . r 1 _...>. _ R H .�- °l; �':�� J �t'�, ;;�:� I�kl F �� 'i,�=r r 1 1 ; � 1 f� F i I? t R r� 1 � , r � � i �+ + � i `i 1 `./ ( J; � 1 • I _. - —.� — - PROPOSED DRAINAGE EASEMENT �f ; ;�, :: , � �; ;, /� � : �� ' • � � � � , ,r ;� , 1 ; 1 t, i ! s i _! - { j ' t r ! .-�`'w � : 1 ! ) � � 1 - 1 `� TA 23 3, T. , � : ��. 7. SAFE7"Y SLABS (vDOT SL -1) REOuIRED oN ALL MANHOLES GREATER THAN { 'yi�: ,� ,�� i I;�� :�,�,�r'';�`,�r t � .� ' 1 1 �_ -� -j' f 1 � ( 1 ' � � t I ! j r r, 1 1 / /�, 1 >I � � l � .t t�.'th�"° 471 .� c►� t (DEDICATED TO PUBLIC USE) �;�;� p �,'r,�;r. pI� �; ;;�,��.�! �,.1• ;,��;t�i I ! 1 ! 1 , .t. -L' .�, I t { 1 i j ! t � r ! I �'' ' r i � - ,,,•+; . f.:�;�:t;., .F r � +' � I -�- � }, � i ;,. I ,• �, I` ` W (� t f• ,:�� ,' �: -% � - fi t � 12 -FEET DEEP. ;q,�=' �:1,:.� .r � �`�1- '.�'' 1`i'� `�� w -� f 1'tf ., I r r t ! t € .� I ` ! i `J'`,� •�' ''' T l P. IN T � t ] � r-�. 12 W. I. 6 .2t� - \ .r. :� i �,. .r 4 `� r �� ! I i� � �' �' � � i i iR 41 � / \ „h:p�F�,,',, ..f q;;j;:,� f;�;l; '.` ri � � ji I i I �� I , t ' ! i 1 i - '�,'` � •� - � � \ . — — — — 7, �,' .I =p. � n ,r. f � ,��'. z� 1 f 1- -1 I 1 1':'d i t` t +, t I � I � .,,, — � � _ .t.eoc SIGHTUNE EASEMENT , r . ., , ��J , � _ � 1 I � �'' + '- �` � `F•'�. I ',1 T I + % -- � - --" 8. SEE DETAIL SHEET 0803 FOR INLET GRATE AND CURB OPENING LENGTHS. ). 'r` � : �1' ' . +" ; f ; :tj9s > ! � 1 Jt i _ .: '.�, j ;` ; ,( I F . I ! � �� / � � �'^� `1 f+. •�. .!. `'�:- '�', , ! ! I 1 i � _ 1 � � 1 t ! 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PROPOSED CONTOUR ! /� :r%t'" -_' 11 - _ - -� w �� -� t' \ - - - - - -- BID PACKAGE 2 •s � I ! J '.s -'� � - - -•- - - PROPOSED FENCE `x` � � / � '`''`f� `� :.;�' I - - _ _ - -- - , ";r� \ `�'�` 4 • _ -- - -- - �,,' - - T R� -�-- 01/28/08 - - —sm— - - EXISTING SANITARY SEWER ` °: l ,� :ff' —�� PROPOSED RIGHT OF WAY � , ;�!J/, / i• ,� . >�-- .- _.____ °. _�-'`- "�,._- -. `\- :. =_„-'� "_ —�-- -- (' ---.. - - a t - GENERAL WATER & SEWER CONDITIONS , —`- '' PROPOSED >j � ��' � `"----- � ? r 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE UTILITY EASEMENT ` •.� � i -' - -_. _ __ �' FOR '� "' `'! `' AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE -,' �� / ' i.. o PROPOSED DRAINAGE EASEMENT `' (DEDICATED TO PUBLIC USE) s *-� _ �, j,`,'' NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. -;,� •; � -, , ° i SIGHTLINE EASEMENT : °/ "� . / `� ` ,;•' ,• ,',l �•: � / `� - - -- PA I I i EX ST G P OP R LINE ff - - �_\ _ ___ __ -' - _ --� -� - 00+9 - -� - - _ ' � '- % . `` =' ' T� ` G ACROSS THE LINE OF THE PROPOSED 2. THE LOCATION OF EXISTING WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN. ARE Y P HIS ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER • AND SEWER CONSTRUCTI O N SP E CIFI CA TI O NS AS ADOPTED BY TH E ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15. 1998. ! I t ' j " _�-' �' l ! I '' r ..- �;� = ' ;' .`, -Al- 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL O S S GEODETI C SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" ` ``��'\. =_=--= 71C -800-552-7001). WATER AN SEWER PIPE HALL HAVE A MINIMUM OF FT. F R E D SE E S S U 3 0 COVE FROM THE TOP OF THE PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS. AND WATERLINES, ETC. .�;'; , 1, kr:,;` r �,i • � , t f. , � 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE O 1 / fJ 1 n 7 4 , : ? _ 1 t sr' ' ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. y GENERAL NOTES f 1 1 ✓ 1 j r I _ 'r - ,- 1. THE TOPOGRAPHIC AN D UTILITY INFORMATION ORMATION SHOWN HEREON WAS OBTAINED FROM OM SU R/ElS PROVIDED BY ROUDABUSH AND GALE. 914 AO N EL O ROAD. CHARLOTTESVILLE VIRGINIA, 22902 - 5902 . IN THE M F U O 200 AN S 6 AERIAL SURVEY INFORMATION PROVIDED BY NOT 0 LINCOLN S URVEYS IN FEBRUARY OF 1993 WITH UPDATES PER APPROVED ROVED S IT E PLANS A COMPLETED. T HI S CO M P S INFORMATION MAY r� 1+. f t• . r 1 t •t' `. \ 1 •.YY 1 i r' { +r! • rt" f f f • t ' �`,' _ rr \ � t I � �_ • - ``�`'t. • _ i _ - L: .. , � REFLECT CURRENT CONDITIONS. 2 IT I TH E RESPONSIBILITY S F T 0 HE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC C AND UTILITY INFORMATION TO HIS/HER OWN SATISFACTION. 1 -� �i. � `, ,',' . ` ' :r? r r,.`; r! \ € i { �, I € --� . - � `•y -� -_.._- °I =�:- �: {:,•) i;,, (: ? <� t:rr, �rsr -� � \ I t �. ` t`, s € € , - ._-_ 6 �`�i - ,t °, 3. CONTRACTOR OR SHALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS AREAS UNDER PROPOSED (SECTION 31- 23 -17) N LL I FILL DE TI ITIES. i 4 IF I f t• r \\ l t , t � - �� \� 4. SEE VOLU M E 2 FOR DESIGN O F ROAD STORM SYSTEM. PROPOSED ROAD STORM SEWER SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT AND GRADING SHOWN ON THESE P LANS ARE T 0 TH E P ROPOSED F WAY HT 0 A OR I T RIG RADIUS RETURNS AT HOSPITAL ENTRANCE R CE D IVES. ! : ! . � i ? � � t 1 1 � .t � � � , , i t f ___t' -"' I � ,. ! , � 7 t r,� YYY t �. \ ' - ' t � � � y t 1 ` � I � • � �, a cam' : _ _ ° ! ... { ..:a- ,•.;�`_-._ -- Y :• r. t %' - _ �. \ ♦ ' •�/-. � \ � t \� �', '"`�� - _ -� � _ �-' �` \ - \ 5. ALL STRUCTURES SHALL HAVE VDOT IS -1 INLET LE SHAPING UNLESS OTHE OTHERWISE NOTED. < p�,�{ +.� , •3 , i9 ' ' d ! t r 4 ` • I � 1 I _ _ _ � � J - t 1 } '• � ` • •fir i\ 1' t O 1Y , '� - . L_ i f \ ♦ - '` ti^.\. _ _ _ - , _ _ - _ ,•� \\ '�<, yjr` INLETS DAR 6 AR E STA NDARD N D AL I SIZE UNLESS OTHERWISE E RW 1 SE N T i t , t I i ��, ��1t;�i '4 } , i , � }j •�,1` tt�i:`t },1 i ` \._I 4 4 } t j � `l 1 \ �, 1 i 1 I - "f , E t 4 1 s t t r , I € �� ;, _- "--- - _ '-.� rf ° -- \ ♦ - \ ♦ \ X i \ \ _ - "r �, t .1 1 MANHOLES ES G EA T R T HAN 7 . 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UU Cn J Q Z Z 0 V J 00 O O c_ N G Co CN rn �./ / O 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 04/01/08 BID PACKAGE #2 ADDENDUM #1 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL SEAL: KEY PLAN: Puw Wo M TRUE WN NTS (1) 9 Martha art a Jeffer son Hospital: ital P • Project No. 20060 V 1.1 0 ti -J 0 D Q, h S eet Title t e STORM SEWER PLAN AND PROFILE Copyright Kohler Slater i Ko a r Ar hi tec to c PYr 9 h Architects, Inc. 2008 111 west Wiisconsin Avenue, Mil•oukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.263.6300 Fox 608.283.6317 Sheet No. C536 2 --------- -- / / i % f �"' n y� INLET f I / / �� // '„ / 2 Uy/ STA. S R -'f j' r f /, <� I ; H C X, I ET 2A 2" 'VAL Y910+ L 15, Irr A� At 0 40 80 r / / f / \ L Al �ORM X1111 J� V, P i18.c, r f,j- T c) n r i I r / - - \ - EET C - - 18" 1 ri 608. �, ,s�. � i �. ! o � z �-' / ` �', . � , 18" Out W8., GENERAL WATER & SEWER CONDITIONS 7 012., N T 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE INLET AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 7-- 0000or H. 7 -7 - JNL (' ' f / 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED / !� /A 73 WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN. ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN -4- .9 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 0 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER I I i j 4, - t, _ ,� I �,, ¢ - '�f '� _ AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE V VXX ' IOP. ST COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. A C 15A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" % -8W-552-7001). ilk _�T_77: ....... .............. —,-- 7 7 49 r --- --- - - - - - - - -- 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT, OF COVER PRO MEASURED FROM THE TOP OF THE PIPE. OVER THE CENTERLINE OF PIPE. THIS G INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS, AND WATERLINES. ETC. -7 / / //1 - f - - 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. -A 7 r 1A, At 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. n 0 R / -` , 71 0) 'PROP. VU(n 21 Rrp 483.5 GENERAL NOTES LEGEND 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON. WAS ` -�= - °. a PROPOSED MANHOLE OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE. 914 rTESVILLE, VIRGINIA, 22902-5902. IN THE ___ `1 ` - / / MONTICELLO ROAD. CH^RLO SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY PROPOSED INLET f , t , �= - `' i /� ~` �� TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER cool: teas A PROPOSED FIRE HYDRANT APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT REFLECT CURRENT CONDITIONS. PROPOSED WATER VALVE 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 0 EXISTING MANHOLE CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER OWN SATISFACTION. S PROPOSED SANITARY SEWER 3. CONTRACTOR SHALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS PROPOSED STORM SEWER ST -23-17) IN FILL AREAS UNDER PROPOSED UTILITIES. % (SECTION 31 ° _ __ �j ZZ PROPOSED WATER MAIN %L 4. SEE VOLUME 2 FOR DESIGN OF ROAD STORM SYSTEM. PROPOSED LK- — --------- PROP_-,'�'jr ROAD STORM SEWER SHOWN FOR INFORMATIONAL PURPOSES ONLY. ..... PROPOSED CONTOUR SH LAYOUT AND GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED 7-1- n *- - - PROPOSED FENCE RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. j 7�1 4 EXISTING SANITARY SEWER 5. ALL STRUCTURES SHALL HAVE vDOT IS-1 INLET SHAPING UNLESS L �1 OTHERWISE NOTED. 5 ------- PROPOSED RIGHT OF WAY PROPOSED UTILITY EASEMENT 6. ALL INLETS ARE STANDARD SIZE UNLESS OTHERWISE NOTED. —7 L PROPOSED DRAINAGE EASEMENT 7. SAFETY SLABS (VDOT SL-1) REOUIRED ON ALL MANHOLES GREATER THAN (DEDICATED TO PUBLIC USE) 12-FEET DEEP. SIGHTLINE EASEMENT 8. SEE DETAIL SHEET C803 FOR INLET GRATE AND CURB OPENING LENGTHS. Z 1Z I P/L EXISTING PROPERTY LINE `�`� � ` �..` ....— __i_._.� / � '� As� � - 7�_Vl '__1 530 160+00 170+00 180+00 15?t99 - --------- A x A- .... .. . .... 7 --- RCP ---- CL___11E L. .. ... _157 - 2 7n--- _�� . ... .. - -------- ----------- CP --- �7_ MORIA-SEW.Ef I. ...... . .... ........ .. . .... ---------- Q_ 111 ST(AW SEWER -low ------- - — — --------- - - - ------ III STORM SE AW:R-- IV ------ C! —iii ;TQRM S - - -------- ------ --- .... ..... ..... ..... ......... .. ............ . . ....... -- ------------------------ - . ......... .. --- ----------------- . ..... .. .. ... ....... -------------------------- -------------------- . ...... ............ . . ----------------- - -- - -------- ------- I ------------ .... ... ------ ------ --- - --- --- ----- --- ---- --------------- --- 526 - ----------- ----- - -- --- ----- --- --------------- - ...... ... . . -- ------------- ---- -- I I— j - -- - ----------------- - - - 542 PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN T_ 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL Uj 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 feessessesse in U) SUBMITTAL C) 0 0 U / 1 0Q A 511, 0 0 5- az 0 120-54 .D 0 0 U O 0 ----------------- ------------------------- 0 W 0 . . .. ......... --------------- ------------------ 0 --------------- -- --- ... . ...... . 04 -- --------------- — ---------- ----- — ----------- ------------ ca � 0 00 Q_ 0 0 N 0 0 V1 04 -0 0 00 (14 CY) _j 2 --------- -- / / i % f �"' n y� INLET f I / / �� // '„ / 2 Uy/ STA. S R -'f j' r f /, <� I ; H C X, I ET 2A 2" 'VAL Y910+ L 15, Irr A� At 0 40 80 r / / f / \ L Al �ORM X1111 J� V, P i18.c, r f,j- T c) n r i I r / - - \ - EET C - - 18" 1 ri 608. �, ,s�. � i �. ! o � z �-' / ` �', . � , 18" Out W8., GENERAL WATER & SEWER CONDITIONS 7 012., N T 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE INLET AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 7-- 0000or H. 7 -7 - JNL (' ' f / 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED / !� /A 73 WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN. ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN -4- .9 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 0 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER I I i j 4, - t, _ ,� I �,, ¢ - '�f '� _ AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE V VXX ' IOP. ST COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. A C 15A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" % -8W-552-7001). ilk _�T_77: ....... .............. —,-- 7 7 49 r --- --- - - - - - - - -- 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT, OF COVER PRO MEASURED FROM THE TOP OF THE PIPE. OVER THE CENTERLINE OF PIPE. THIS G INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS, AND WATERLINES. ETC. -7 / / //1 - f - - 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. -A 7 r 1A, At 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. n 0 R / -` , 71 0) 'PROP. VU(n 21 Rrp 483.5 GENERAL NOTES LEGEND 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON. WAS ` -�= - °. a PROPOSED MANHOLE OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE. 914 rTESVILLE, VIRGINIA, 22902-5902. IN THE ___ `1 ` - / / MONTICELLO ROAD. CH^RLO SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY PROPOSED INLET f , t , �= - `' i /� ~` �� TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER cool: teas A PROPOSED FIRE HYDRANT APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT REFLECT CURRENT CONDITIONS. PROPOSED WATER VALVE 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 0 EXISTING MANHOLE CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER OWN SATISFACTION. S PROPOSED SANITARY SEWER 3. CONTRACTOR SHALL COMPACT SOIL TO CONSTRUCTION SPECIFICATIONS PROPOSED STORM SEWER ST -23-17) IN FILL AREAS UNDER PROPOSED UTILITIES. % (SECTION 31 ° _ __ �j ZZ PROPOSED WATER MAIN %L 4. SEE VOLUME 2 FOR DESIGN OF ROAD STORM SYSTEM. PROPOSED LK- — --------- PROP_-,'�'jr ROAD STORM SEWER SHOWN FOR INFORMATIONAL PURPOSES ONLY. ..... PROPOSED CONTOUR SH LAYOUT AND GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED 7-1- n *- - - PROPOSED FENCE RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. j 7�1 4 EXISTING SANITARY SEWER 5. ALL STRUCTURES SHALL HAVE vDOT IS-1 INLET SHAPING UNLESS L �1 OTHERWISE NOTED. 5 ------- PROPOSED RIGHT OF WAY PROPOSED UTILITY EASEMENT 6. ALL INLETS ARE STANDARD SIZE UNLESS OTHERWISE NOTED. —7 L PROPOSED DRAINAGE EASEMENT 7. SAFETY SLABS (VDOT SL-1) REOUIRED ON ALL MANHOLES GREATER THAN (DEDICATED TO PUBLIC USE) 12-FEET DEEP. SIGHTLINE EASEMENT 8. SEE DETAIL SHEET C803 FOR INLET GRATE AND CURB OPENING LENGTHS. 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FAX 259-0037 Rummel, Klepper & Kahl, LLP Consulting Engineers Z 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 Uj 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 feessessesse 00 U) SUBMITTAL C) C) CV 00 CN cn az .D 0 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 04/01/08 BID PACKAGE #2 ADDENDUM #1 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL SEAL: KEY PLAN: NWM W WM NTS Martha Jefferson Hospital: Project No. �i4,1 2006001.10 0 Title Sheet STORM SEWER PLAN AND PROFILE Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.200I King Street, Madison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.11317 Sheet No. 00 0 O � W � N M� W In U O i CD O / 0) i V) / Q 0 W 0 / O N V) O / I :]Inlet PLAN FINAL SUBMITTAL Inlet C Inlet Area (acres) Time of Concentration (min) Inlet #4 Combination DI -2DD 0.41 0.1 5 Inlet #3 Combination DI -2DD 0.89 0.64 5 Inlet #3A Combination DI -2A 0.95 0.05 5 Inlet #36 Combination DI -2A 0.61 0.25 5 Inlet #5 Combination DI -2D 0.81 0.21 5 Inlet #513 Combination DI -2A 0.89 0.19 5 Inlet #5A Combination DI -2A 0.93 0.3 5 Inlet #5C Combination DI -2A 0.951 0.19 5 Inlet #6 Combination DI -2D 0.77 0.24 5 Inlet #46 Combination DI -2AA 0.83 0.2 5 Inlet #4A Combination DI -2AA 0.88 0.16 5 BUILDING CONNECTION Generic Default 100% 0 0 5 Inlet #417 Grate DI -1 0.89 0.41 5 Inlet #4G Grate DI -1 0.84 0.34 5 Trench Drain #2 Generic Default 100% 0.65 0 5 Inlet #4H Combination DI -2A 0.95 0.08 5 #41 Inlet #41 ra - G rate DI 1 0.75 0.09 5 Trench Drain #4 0 Generic Defa ult 100 /0 0.79 0.99 5 Trench Drain #1 Generic Default 0 n 1 00 / 0 0.81 0.22 5 Trench Drain #3 0 Generic Defy ult 100% 0.95 0.1 5 Inlet #6A Generic Default 100% 0.95 0.11 5 Inlet #6 6 0 Generic Default faun 100/0 0.85 0.12 5 Inlet #7 Combination DI -2D 0.91 0.15 5 Inlet CA I✓ Generic Defauft 100 /0 0.91 0.14 5 Inlet #8 Co D Combination DI -2 0.92 0.19 5 Inlet #8A Combination DI -2A Co 0.93 0.75 5 Inlet #86 Co Combination DI -2A 0.75 0.06 5 Inlet #9 mb• - Co matron DI 2A 0.88 0.27 5 Inlet #14A Combination n DI - A 0.68 0.1 8 5` Inlet #13A Combination DI -2A Co O.16 0.28 5 Inlet #14 Combination DI -2A 0.75 0.39 5, Inlet #13 mbina - Co do n DI 2AA 0.9 0.41 5 Inlet #12 Combination DI -2AA 0.71 0.1 51 Inlet #11 Combination DI -2A 0.51 0.19 5 ' Inlet #10 Combination DI -2A 0.58 0.59 5 Inlet #12A combination DI -2A 0.92 0.42 5 Inlet #1213 Combination DI -2A 0.66 0.39 5 Inlet #12C Combination DI -2A 0.69 0.35 5 Inlet #14C Combination DI -2A 0.72 0.18 5 Inlet #14D Grate DI -1 0.35 0.26 5.1 Inlet #1413 Combination DI -2A 0.92 0.37 5 Inlet #15A Combination DI -2A 0i79 0.44 5 Inlet #15 Combination DI -2A 0.84 0.53 5 Inlet #1513 Combination DI -2A 0.72 0.45 5- Inlet #16 Combination DI -2A 0.85 0.23 5 Inlet #5D Generic Default 100% 0.95 0.21 5 Inlet #5E Combination DI -2A 0.83 0.25 5 Inlet #14E Generic Default 100% 0.74 0.23 5 Inlet #21C Grate DI -1 0.39 0.85 10 Inlet #22E Generic Default 100% 0.56 0.14 5- Inlet #22D Generic Default 100% 0.54 0.09 5 - Inlet #22C Generic Default 100% 0.59 0.1 5 - Inlet #2213 Generic Default 100% 0.5 0.12 5 Inlet #21 B Grate DI -1 0.39 1.43 10 Roof Drain NW Generic De%uk 100% 0 0 5 Inlet #18C Combination DI -2A 0.58 0.6 5 Inlet #1813 Combination DI -2A 0.85 0.9 5 Inlet #21 Combination DI -2AA 0.78 0.35 5 Inlet #18A Combination DI -2D 0.83 0.44 5' Inlet #18D Combination DI -2A 0.83 0.46 5 Inlet #21A Grate DI -1 0.82 0.33 5 Inlet #28 Combination DI -2A 0.69 0.23 5 Inlet #27 Combination DI -2A 0.9 0.37 5 _ Inlet #26 Combination DI -2A 0.69 0.39 5 Inlet #22A Combination DI -2A 0.58 0.49 5 Inlet #22 Combination DI -2AA 0.65 0.34 5 Inlet #23 Combination DI-2A 0.44 7 0. 0.5 5 Inlet #25 Combination DI -2A 0.2 i 5 B Inlet #24 Combination DI -2A 0.5 0.45 5 Inlet #18E Combination DI-2A 0.87 0.23 5 11EXIST. 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FAX 259-0037 Rummel, Klepper & Kahl, LLP CorTs lltingEngmeers Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL J PLAN RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL CL 01/28/08 COUNTY FINAL SITE W 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 06/05/07 MASS GRADING AND J 00 SUBMITTAL O w� O N _ CIO N T O z O U 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 06/05/07 MASS GRADING AND EROSION 12/29/06 PRELIMINARY SITE PLAN SUBMITTAL SEAL: KEY PLAN: NTS (1) kZ) Martha Jefferson Hospital Project No. %__1 20060001.10 tf"V6 Sheet Title OVERALL DRAINAGE PLAN 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. C538 4' 3" SM 12.5A ASPHALTIC CONCRETE 1.5" SM 12.5A ASPHALTIC CONCRETE 2'R erSiater � CONCRETE TO BE CLASS A3 4• PAV PAV'T. SURFACE COURSE T. SURFACE COURSE • w • � IF CAST IN PLACE, 4000 PSI 2 °R IF PRECAST. CONCRETE TO BE CLASS A3 IF CAST IN f :: ; : PLACE. 4.000 PSI IF PRECAST. \ \\ \ \\ Martha • / \ / \ / \ / / / \ / / \/ CG -6R '' % / / / / / / /: % \y / \ \/ •' ' (.4 REVERSE CURB SURFACE .: y.:. AND GUTTER a erson Hos�tai —I =1 I —I I-1 I El I E 1 I —� 1 EI I I 1 — I I I I —� 1 1=11 � '' : •. \��y /\� III III i —I I �—I I I I i =1 I I� I i i -11 � I I— III — III -111 I I� I I-1 I I— III —I I � �- '. \ \ / / \ \ //\ , • III I ► I III =1 I I =1 I �I I �I I �I 11=1 11=1 I �I 1 11 .. BASE IN 8 21-A STONE BASE COURSE COMPACTED • . � � •. • J -� � L � SUBGRADE 3 IM-119.10A ASPHALTIC \ \ \ - ••` ' •" • C Matthews ONCRETE COMPACTED a:: •' '� ' r :. •' w� •� . •• SUBGRADE �� // /\\ \ \% : •` . . • n . ••: •: ` '•.: t: • .. DEVELOPMENT COMPANY I:LC 8" 21 -A STONE BASE COURSE 'a y . .. :•. ..•... .. SUBBASE \� \ /� \\ ;•. . { .•: a.:: ' : a. . • a �r One Honey Creek Corporate Center - - - - - -- - _---------- - - - - -- --------- - - - - -- --------- TYP A ASPHALT PAV M NT - - - - - -- - - - - - -_ 125 South 84th Street, Suite 401 0800 N.T.S. Ka I 2 ASPHALT PAV M NT 6' - - -- C800 N.T.S. CONCRETE TO BE CLASS GRAEF Milwaukee, WI. 53214 -1470 A3 IF CAST IN PLACE. 6 2 - 0 ANHALT 414 - 259 -1500 4.000 PSI IF PRECAST. SCHLOEMER THIS AREA MAY BE CONCRETE ZTTHE BOTTOM OF THE CURB AND and Associates Inc. FAX 259-0037 7" AIR ENTRAINED 3000 VDOT 1' R AT THE OPTION ON THE CONTRACTOR GUTTER MAY BE CONSTRUCTED PSI CONCRETE WITH 4 Y — PARALLEL TO SLOPE OF SUB - WELDED .0, E FABRIC N.T.S. SURFACE COURSES PROVIDED A WELDED WIRE FABRIC MINIMUM DEPTH OF 7' IS Rummel, Klepper & Kahl, LLP MAINTAINED. (CG -6 ONLY) ConmdtingE'ngineers 'r '- ,• s "" — " CURB & GUTTER I. L SIGN W /IDENTIFICATION SYMBOL & LETTERING AS C8100 N.T.S. REQUIRED TO CONFORM TO MOST CURRENT CODES. \n OD 1=11 I I— III — III —I 11-1 I —I I �I I I— I I =11 I �,rp THIS III =1 I I I �I I �I 11=1 I I —i 11=1 I �I I III LLOW REQUIRED FOR VAN SPACE 4��.. �(E ACCESSIBLE PARKING STALLS. AoeESSOLE PERMISSIBLE A COMPACTED 10 CONST RUC I ION #5 COWELS, 8" LONG " C -C OINT >r 7 SUBGRADE 4'_0' 12 L 2 ' x MIN. CRUSHED AGGREGATED BASE COURSE 2" DIA. GALVANIZED � TYPE 1 SIZE 21A OR 22. STEEL POLE a N N •oa � 10:1 � DE MAX B N R T PAV M NT 5 ��- C800 N.T.S. „ O TRUNCATED DOMES � M W 12 ., X30 M SEE SHEET 10F 4 FOR DETAILS CONC. BASE A TYPICAL DESIGN U) �_L O CN 12 BACK OF CURB 12:1 MAX. 48: MAX. MM W s PAVEMENT MARKING , ceoo HANDICAP SYMBOL 2c:1 -- - z m N WHEELCHAIR LL N.T.S. 7 ACCESSIBLE SIGN SECTION A A O �2' MINA �� 4 + tiill`i mod, - PERMISSIBLE �� r Ix C800 N.T.S. CONSTRUCTION JOINT SECTION B -3 5 MIN 4' 10:1 MAX) 10:1 MAX O 9” NCTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS I/„ 1 X 5" X •' 1/ " SEE SHEE I 1 OF 4. 4 -- • A 4' SQUARE LANDING AREA OUTSIDF OF Y TRAVELWAY SHALL BE PRCVIDED WITHIN J J 1 Q THE MARKED Q I CROSSWALK AREA. N 1 I � c J V) 0 - - i i - - - - _ N \ o— 1 CROSSWAI C� CSSWA�K � � � K r (0 U c1�5SSWALi' TYF CA- PLAN L!VI =_ `T • �� iv TYPICAL PLACEMENT AT INTERSECTION 1 " DIA. SLEEVE AT INTERSECTIUP< DIAGONAL VARIATION 2'/4" DIA. STRANDS WITHIN CROSSWA_K AlITHIN CROSSWALK STRESSED TO 65% %WITH E3UFFFR STRIP) #6 REBAR THIS DESIGN TO BE USE:) FOR CONSTRJCTION THAT INCORPORATES W DER SIDEWA_K. LANDING `30" • • ANCHOR (48' WIDC RE IRFEETTFTOPACF CURB RA MINMUM CURB RAMP LENGTH 8 FEET FOR NEW 9" ,o R AN SIDEWALK RAMP WHERE PEDESTRIANS AN CROSS 6' -o" C800 N.T.S. 6" 6" VDOT STANDARD 203.050 8 R TAPER SECTION B OC OUT REQUIRED C800 N.T.S. 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL II 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 GENERAL " 1 -s " " , -s " " 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL NOTES: 1 -0 1 -o 1 -o SEAL: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST)LTH WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 9 TYPICAL CONCRETE WH STOP RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN C800 TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE N.T.S. WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP JOHN JC. NO. 43290 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. PERPENDICULAR LIC.NO.43280 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. Miry 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG 12:1 moo, BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM y CID *1 MAX KEY PLAN: � CONCRETE COVER 1%2 ". 12 H , 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS O ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 4" NON- REINFORCED e 00 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL 3000 PSI ® 28 DAYS 5' WALK 6" C) BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER CONCRETE ON 4- INCHES d f AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY COMPACTED SUBGRADE CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, S• =21 MIN. Q OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 8 b c BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 12'1 M1aX O C> UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12:1 MAX MIN. 0 PLAN NORTH W NORTH � 4 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED �� " AND USED BY PEDESTRIANS. 5' M44d XX D0 0 000O 0 �QOp 0 NTS O 0( O OO O O 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT �' Mlt{ AT )K , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT Martha Jefferson Hospital THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1�" EXPANSION PERPENDICULAR TO THE CURB. AT)K )K , SAME AS TOP OF CURB JOINT MATERIAL 0) 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT TYPE C _0 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY PARALLEL PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 12 4" CONCRETE SIDEWALK 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, V) THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH C800 N.T.S. 1.6" - 2.4" TRUNCATED DOME C -vo� 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 CYT Project No. + c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� 0 20060001.10 joO 0 0 0 0 0 0 o Q 0 D o 0 0 0 0 0 C O O o 2„ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o z Sheet Title CO ( L_ 5D /. - 65;/ OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O i r TOP DIAMETER O O O O O O O O a O O O O O O O 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAVING DETAILS TRUNCATED DOME PAY LIMITS c0 DETECTABLE WARNING DETAIL Copyright Kohler Sloter Architects, Inc. 2008 CO CL O CD DETAIL 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 O Ln 0 110 King Street 7Mod�n, Wisconsin 537031 c�1 > > DETACHABLE WARNING SURFACE Telephone 608. 283.6300 Fox 608.283.6317 0 C800 N.T.S. Sheet No. 00 cV � VDOT STANDARD 203.05 �QOO 07 r- J v N 00 U O O / O O / C� / Q VZA DIAM. O REMAINING BACKFILL SHALL C O NOT CONTAIN ROCK MATERIAL 12' O LARGER THAN 6" IN ANY 2' -0' Q0 DIMENSION 15' O 2' -3' 1' -9' O INTIAL BACKFILL* 18' 8 "MIN (6" LIFTS) EMBEDMENT / 3' -0' 24' 1 9% * THOROUGHLY COMPACTED 12 0 00 a_ O O 1' -7% N 0 In to N N Q � 42• 0 00 00 N / � � J VZA DIAM. A REMAINING BACKFILL SHALL C 0 NOT CONTAIN ROCK MATERIAL 12' 36 "MIN LARGER THAN 6" IN ANY 2' -0' 4' -0' DIMENSION 15' 24 "M I 2' -3' 1' -9' 4' -0' INTIAL BACKFILL* 18' 8 "MIN (6" LIFTS) EMBEDMENT 4' -0' 3' -0' 24' 1 9% * THOROUGHLY COMPACTED SPRING LINE 6' -1' BY HAND OR APPROVED OF PIPE 1' -0' MECHANICAL TAMPER 1' -7% 6' -1% HAUNCHING NO. 68 STONE - - 5' -3' 2' -10% 8' -1% BEDDING 6" max 42• 1' -9' 4" min 2' -11' 8' -2' 6' -6' FOUNDATION (SHALL BE 2' -0' 6' -0' EQUIRED WHEN SOIL 8' -2' 7' -0' ONDITIONS ARE UNSTABLE ;ALL 2'-3' 5' -5' PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE 1 INSTALLATION IN TRENCH C802 N TS 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. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. END - SECTION 12' -60' PIPE HUB END ON OUTLET ENO- SECTIONS GOT END ON INLET END - SECTION X _X I - I w I I PLAN VIEW CONCRETE TO BE 4,000 PSI MIN. BAR OR STEEL FABRIC REINFORCEMENT C B DIAMETER VOF PIPE 1� END VIEW END- SECTION DIMENSIONS DIAM. A B C 0 E 12' 4' 2' -0' 2' -0' 4' -0' 2' -0' 15' 6' 2' -3' 1' -9' 4' -0' 2' -6' 18' 9' 2' -3' 1' -9' 4' -0' 3' -0' 24' 1 9% 3' -7' 2' -6' 6' -1' 4' -0' 30' 1' -0' 4' -6' 1' -7% 6' -1% 5' -0' 36' V -3' 5' -3' 2' -10% 8' -1% 6' -0' 42• 1' -9' 5' -3' 2' -11' 8' -2' 6' -6' 48' 2' -0' 6' -0' 2' -2' 8' -2' 7' -0' 54' 2'-3' 5' -5' 2' -9% 8' -2% 7' -6' 60' 2' -11' 5' -0' 3' -3' 8' -3' 1 8'-0' SHOULDER r a 81;J0111114m, Im SET DOGHOUSE BASE ON CONCRETE BLOCKS- DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER Ain't PLUS 6 ". 8 "x8 "x16" AND 4 "x8 "x16" SOLID CONCRETE BLOCKS CENTER W /RISER WALL (4 EACH) ALLOW CONCREI TO FLOW A MIN. 1' -0" BEYOND E OF STRUCTURE _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12" THICK VDOT No. 68 STONE BEDDING ---,.--SE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON- SHRINKING GROUT WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING ;E ASE FOUNDATION SECTION VIEW 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 2 SHOWING 'DOGHOUSE' INSTALLATION C802 N.T. S FIG. S -1 -A1 ALTERNATE END - SECTION 12' -60' PIPE HUB ENO ON OUTLET ENO- SECTIONS END ON INLET END - SECTION WSPIGOT X W I PLAN VIEW CONCRETE TO BE 4,000 PSI MIN. BAR OR STEEL FABRIC REINFORCEMENT C B DIAMETER VOF PIPE a k \1 D J E SECTION X -X END VIEW END- SECTION DIMENSIONS OIAM. A B C D E 12' 4' 2' -0' 4' -1' 6' -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' 2' -11' 3' -2' 6' -1' 3' -6' 24' 10• 3' -7' 2' -8' 6' -3' 4' -0' 27' 103 4-0' 2' -1% ' 6' -1% ' 4' -6' 30' 1' -0• 4' -6' V -7% . 6'-1% ' 5' -0' 33' 1' -1% 4' -10' 3' -3% 8' -1% ' 5' -6' 36' 1' -3' 5' -3' 2' -10 8' -1% ' 6' -0' 42' 1' -9' 5' -3' 2' -11' 8' -2' 6' -6' 48' 2' -0' 6'-0' 2' -2' 8' -2' 7' -0' 54' 2' -3' 5' -5' 2' -11' 8' -4' 7' -6' 60' 2' -6' 5' -0' 3' -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 V. STEPS ARE TO BE PROVIDED 4' -2' WHEN H IS 4' -0' OR GREATER JOCN7 9N. 2' -7' 9 �J� FOR DETAILS SEE ST'O ST -1 U J Z DIA. MH. = 6" U DIA. MH. = 7" +x 3' WEEP HOLE - BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR DIA. MH. = 9" 12" MIN �4' DEPTH AGG. BACKFILLED WITH SELF - COMPACTING CD 16" MAX C) N Q Z =68,'78, OR 00 � 6" o � W W W W ' vJ °• Z =8 x 6' WIDTH Z • 0 MINIMUM ELEVATION DIFFERENCE a_a_a_a_ n aaa U 12 "MIN 12 "MIN ACROSS M.H. FROM INLET TO VARIEE • COLLAR - N OUTLET SHALL BE 0.20 FEET _ fV10cDN • -� N ^ ZZXX ' TRANSITION OF FLOW BETWEEN , Q N p•. t ' 4 INLET & OULET PIPE SHALL BE N in co, 1 PROVIDED. 12" . �. •.. e p e . N CV CmCq 12'. 15', 18'C 24' 93� 2' -7' 93�+ . SECTION A -A 4._2. PLAN CONCRETE QUANTITIES FOR MIN. DEPTH (GRATE REMOVED) 12' CONC. PIPE - 1,440 CU. YDS. CONCRETE WEEP HOLE WITH 12' x 12' PLASTIC HARDWARE 15' CONC. PIPE - 1.528 CU. YDS. CONCRETE CLOTH 'MESH OR GALVANIZED STEEL WIRE. 18' CONC. PIPE - 1,620 CU. YDS. CONCRETE MIN. WIRE DIA. 0.03 INCH, NUMBER 4 MESH 24' CONC. PIPE - 1.817 CU. YDS. CONCRETE HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE ADD 0.469 CU.YOS.PER ADDITIONAL FOOT OF DEPTH OF STRUCTURE. = 4 x 8' 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 103.03 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 OI -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 -1. THE COST OF 6. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN FURNISHING AND REPLACING ALL MATERIALS INCIDENTAL, TO THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE THE SHAPING IS TO BE INCLUDED IN THE PRICE BID FOR SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING THE DROP INLET COMPLETE. OR PONDING OF WATER IN THE STRUCTURE.THE COST FOR INVERT SHAPING SHALL BE INCLUDED IN THE PRICE BID FOR THE STRUCTURE. � LUGS TO BE I 10'- 4'LONG CAST WITH DOLLAR C C ONE WELDED B7 1i JOINT WELD ALL CONNECTORS TO COLLA SECTION STEEL SECTION CAST IRON 2' -6' I 1•_3• 2'-7- L23i� 'x 2% 'x % ' T ( I• EHNEN - OPTIONAL BRACE RIGS 6' nn7nnnnn +� N 1 'x 1%,x 4' LUGS 1 % 'x 4' STUD SHEAR I ill II CONNECTORS 9 It 12' T SEC ION - C C 2% APPROXIMATE WEIGHT �.� CAST IRON GRATE 363 •8 LBS. CAST IRON ONLY iN 2' 4' 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 INLE T 12" - 24" PIPE MAX, DEPTH (H)m100 0-1 C802 N.T. s VDOT STD. NO. 104.01 (4) 1 to (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1 P 25m �- 2" (51 mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2 P 38m / (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2 1 1/2 P P 38m 699m 7 26 1/4 P P 178m 667m 26 1 1 /2 P P 660m 38m „ I 3 1/8 24 NEOPRENE GASKET P P + 7m 606m ' 28 7/16 P 5/8 23 722m 16m P 36 584m 914m P FRAME SECTION SECTION 3 TYPICAL SANITARY SEWER MANHOLE FRAME & COVER C802 N TS 00/ FIG. S -I -D Z_ I z co X I 5" (MIN VARIES W MH DIA C MIN 6" 71 uAaii iii r- rnA►Ar Asir% PRECAST MANHOLE GENERAL NOTES: SLOPED AREA 1' -0" MAX 26" 4 0 0 s � o 3' -0" MIN o FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA "WEDG LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL THE DROP CONNECTION SHALL BE e FOR VARYING m z JOCN7 �J� DUCTILE IRON PIPE (CLASS 50) U J Z DIA. MH. = 6" U DIA. MH. = 7" 6" ( I• EHNEN - OPTIONAL BRACE RIGS 6' nn7nnnnn +� N 1 'x 1%,x 4' LUGS 1 % 'x 4' STUD SHEAR I ill II CONNECTORS 9 It 12' T SEC ION - C C 2% APPROXIMATE WEIGHT �.� CAST IRON GRATE 363 •8 LBS. CAST IRON ONLY iN 2' 4' 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 INLE T 12" - 24" PIPE MAX, DEPTH (H)m100 0-1 C802 N.T. s VDOT STD. NO. 104.01 (4) 1 to (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1 P 25m �- 2" (51 mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2 P 38m / (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2 1 1/2 P P 38m 699m 7 26 1/4 P P 178m 667m 26 1 1 /2 P P 660m 38m „ I 3 1/8 24 NEOPRENE GASKET P P + 7m 606m ' 28 7/16 P 5/8 23 722m 16m P 36 584m 914m P FRAME SECTION SECTION 3 TYPICAL SANITARY SEWER MANHOLE FRAME & COVER C802 N TS 00/ FIG. S -I -D Z_ I z co X I 5" (MIN VARIES W MH DIA C MIN 6" 71 uAaii iii r- rnA►Ar Asir% PRECAST MANHOLE GENERAL NOTES: SLOPED AREA 1' -0" MAX 26" 4 0 0 s � o 3' -0" MIN o FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA "WEDG LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL THE DROP CONNECTION SHALL BE e kA �� • • 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 CROP CONNECTI 0802 N TS 00/ FIG. S -I -C 'MR 26 DIA. MANHOLE FRAME AND SELF SEALING COVER 1111 III .X z_Q '6 • - o _ � I J � o � OPTIONAL FLAT -TO -TOP SECTION FLEXIBLE WATERTIGHT PIPE TO MANHOLE SEAL IS REQUIRED. THE ANNULAR SPACE BETWEEN THE PIPE AND MANHOLE WALL N) SHALL BE FITTED WITH TROWELABLE BUTYL RUBBER MASTIC GASKET MATERIAL. JCH SLOPE: 2" PER FOOT TYPICAL MANHOLE WALL THICKNESS FOR VARYING DIAMETER MANHOLES: )DING MATERIAL 48" DUCTILE IRON PIPE (CLASS 50) 60" DIA. MH. = 6" 72" DIA. MH. = 7" 6" DIA. MH. = 8" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR DIA. MH. = 9" 12" MIN BACKFILLED WITH SELF - COMPACTING CD 16" MAX C) N Q Z STONE. 00 � 6" o � r vJ Z • 0 MINIMUM ELEVATION DIFFERENCE U 12 "MIN 12 "MIN ACROSS M.H. FROM INLET TO VARIEE OUTLET SHALL BE 0.20 FEET �• , A FILLETED INVERT FOR A SMOOTH ' TRANSITION OF FLOW BETWEEN LA p•. t ' 4 INLET & OULET PIPE SHALL BE • • PROVIDED. 12" . �. •.. e p e . kA �� • • 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 CROP CONNECTI 0802 N TS 00/ FIG. S -I -C 'MR 26 DIA. MANHOLE FRAME AND SELF SEALING COVER 1111 III .X z_Q '6 • - o _ � I J � o � OPTIONAL FLAT -TO -TOP SECTION FLEXIBLE WATERTIGHT PIPE TO MANHOLE SEAL IS REQUIRED. THE ANNULAR SPACE BETWEEN THE PIPE AND MANHOLE WALL N) SHALL BE FITTED WITH TROWELABLE BUTYL RUBBER MASTIC GASKET MATERIAL. JCH SLOPE: 2" PER FOOT TYPICAL MANHOLE WALL THICKNESS FOR VARYING DIAMETER MANHOLES: )DING MATERIAL 48" DIA. MH. = 5" 60" DIA. MH. = 6" 72" DIA. MH. = 7" 84" DIA. MH. = 8" 96" DIA. MH. = 9" 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 PRECAST RISER SECTION - CLASS "D" CONCRETE OPTIONAL POURED BASE IT MANH N.T.S. KahlerSlater Martha Jefferson Hospital rflat hews I�EVFI.C)PMF.VT COMPANY /1R f One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, Wl. 53214 -1470 A N H A LT 414 - 258 -1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Cofnmd ingEngineers Z Q J W CD CD C) N Q Z 00 � � r vJ Z 0 U 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 CONTROL 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 SEAL: JOHN T. McCARTHY UC. NO. 432M KEY PLAN: au, NWRI TRUE NoeTl+ NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title SEWER DETAILS Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Visconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 110 King Street, Madison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C802 M O 00 U I O O / O O / 0) (A D Q rEXISTING OR PROPOSED ;,�'_'v'. C �'J" y:�t"X:'rla "r+� -� . ;�IDEWA4 K. SEE NOTE 1 F XF'AvS.ON JOINT BACK OF SIDf_WALK EXPANSION iOINT „ A BAlzt; A..l Q C i 8ARS Ar Y - --. _- ,r , BARS 3 W L L Ci c Of N T S _. , Ci ACK C ONTRM, .SF7tfl1 I P- iC+ L U 30- !8"! 2'-2; '. 8' m c• 6' MIN 3' -6 lt7MAX _ ALAN VIEW 10; NIAX. 1` -4. A HAR; A ._. � .. /� Xi ,a a _.e.�. L VARIAl3; -L MAX. 20' ! GlLV. GAl V MC,CX12 C, �- ..___....,rte_ _ ---• 0ALVANIZE -0 MC" 6 X `�2 � F I .�� D D a _ I ` .. ;, HA <`. iw I - E I c---� 6 3 013 E 3" DIAMETER BAr�4 1 1 0k_V, ti 6 " C 0- __.._ WEEP HOLE � ,, � BARS E $' 8: i 8 „' f;IC.FSx1� � � !.� �_ WE' D 'ZL� SFF N«7F 8. 1�,, X 4:' - ,,.._,..... , C r - C - ii R FTCT10U C C' L )NPJ` 1 r � DECREASE TO 1" ! O COLLAR, l' RON I f 'u. r VA !ON WHLN Nl�L1 'S USED WI' 1 I MLDIANS. D; 2A DI 28 1 4 +� - + ---- -- ----- • fi AFt ` A APPROACH (, i) r T E fi 7. 1 E f I 04 v rs� 10.E t. C r ♦ , . -. ...� �-�' I 01 , -• S• ----� ��° '� 4r'1 ! !� WF. PH01-F. l 2 � � X1t4' � R AR 0 A 1 C J BARS iAfs t `tE Nl1, i. E£NY rt.�tT (At. VAN 7 DA2S C c 0R T1S= ON GRAIDE.S � � 1 f � 1 - u v 10" C a` .� I f6 "X4' S T JD i_ bAR� : C a` a I ATE CC}iVN, Di 2C - !-� 13AR5 r " 8- G-G WELDED TC A� Gi E� _ -r; ► - " 71 Lt?yy I �- S1FPS. SE:: NOTE 5 F 1af�` L' Al I l �ayr_ ! ? 3 " 'A i 1SF , 74i7H C,' . ? 'ANDARD. t f NJSF CFTAt I , 3' °7" YIa't H NO"f Ot 1 AIL `;HAI_l_ UL 1,`;;_,I? WHIA CG -6 SI ANDARI) GAL VANIZLI) 'r,A - L OR t YPE A `0 JE JEN (JNJ AN ANGI E ,1ft li.�L IN aAt;` l�P "' Cal 4s AFdI" IC l3„ Atti ! l l?t l; WI f i�o BOTH SIDES TO RF SYMk1FTRICAI FOh STEP t}- rALS SEE. STD. S{IC A1? C0 N N LC ' 01I 5 WILL 121 T GC 4?' T'LAT. AT 2* C C, STANDARD CURB DROP INLET 12" - 24" PIPE MAX. DEPTH (H )1=9' SDI -2A N.T.S VDOT STD. NO. 104.03 4 112 " x 2" CADMIUM PLATED BOLTS & NUTS AND WASHERS 96" TRASH RACK DRILL FOUR ADDITIONAL 1' DIA. ORIFICES (FIVE TOTAL). SPACE ORIFICES EOUALLY AROUND STANDPIPE (APPROX. 2 1/2' APART). EXISTING 1'DIA.ORIFICE CMP RISER N .. v v 66" DIA. TOP OF STANDPIPE FILLET WELD ANGLE IRON TO STANDPIPE STRUCTURE ON FIVE SIDES. ANGLE IRON TO EXTEND 1' MIN. BELOW INVERT OF ORIFICES IN STANDPIPE STRUCTURE. EXISTING TOP OF STANDPIPE EL. 447.00 PROPOSED TOP OF STANDPIPE EL. 444.50. ADJUST TOP OF STANDPIPE FOR RETENTION BASIN. RE- ATTACHED TRASH RACK. WATERTIGHT SEAL REQUIRED RCP OUTLET PIPE CONCRETE ANTI - FLOTATION BASE z RETENTION BASIN OUTLET STRUCTURE 0803 N.T.S. Upstream Node O FInlet ction Area (a cres) O Inlet CA (acres) Total Flow To Inlet (cfs) O Gutter Cross Slope (ft/ft) Gutter Width (ft) Cfl u er Ditch Depth (ft) Gutter Ditch Spread (ft) O Curb Opening Length (ft) Average Velocity (ft/s) O Combination DI -2DD ection 0.1 0.47 0.05 0.19 0.1 0.083 c0 100 :�i O 00 IZ O O Combination DI -2DD N O 0.89 f» N 0.005 Q 2 •• O 00 CY) N / cy) Inlet #3A Combination DI -26 rEXISTING OR PROPOSED ;,�'_'v'. C �'J" y:�t"X:'rla "r+� -� . ;�IDEWA4 K. SEE NOTE 1 F XF'AvS.ON JOINT BACK OF SIDf_WALK EXPANSION iOINT „ A BAlzt; A..l Q C i 8ARS Ar Y - --. _- ,r , BARS 3 W L L Ci c Of N T S _. , Ci ACK C ONTRM, .SF7tfl1 I P- iC+ L U 30- !8"! 2'-2; '. 8' m c• 6' MIN 3' -6 lt7MAX _ ALAN VIEW 10; NIAX. 1` -4. A HAR; A ._. � .. /� Xi ,a a _.e.�. L VARIAl3; -L MAX. 20' ! GlLV. GAl V MC,CX12 C, �- ..___....,rte_ _ ---• 0ALVANIZE -0 MC" 6 X `�2 � F I .�� D D a _ I ` .. ;, HA <`. iw I - E I c---� 6 3 013 E 3" DIAMETER BAr�4 1 1 0k_V, ti 6 " C 0- __.._ WEEP HOLE � ,, � BARS E $' 8: i 8 „' f;IC.FSx1� � � !.� �_ WE' D 'ZL� SFF N«7F 8. 1�,, X 4:' - ,,.._,..... , C r - C - ii R FTCT10U C C' L )NPJ` 1 r � DECREASE TO 1" ! O COLLAR, l' RON I f 'u. r VA !ON WHLN Nl�L1 'S USED WI' 1 I MLDIANS. D; 2A DI 28 1 4 +� - + ---- -- ----- • fi AFt ` A APPROACH (, i) r T E fi 7. 1 E f I 04 v rs� 10.E t. C r ♦ , . -. ...� �-�' I 01 , -• S• ----� ��° '� 4r'1 ! !� WF. PH01-F. l 2 � � X1t4' � R AR 0 A 1 C J BARS iAfs t `tE Nl1, i. E£NY rt.�tT (At. VAN 7 DA2S C c 0R T1S= ON GRAIDE.S � � 1 f � 1 - u v 10" C a` .� I f6 "X4' S T JD i_ bAR� : C a` a I ATE CC}iVN, Di 2C - !-� 13AR5 r " 8- G-G WELDED TC A� Gi E� _ -r; ► - " 71 Lt?yy I �- S1FPS. SE:: NOTE 5 F 1af�` L' Al I l �ayr_ ! ? 3 " 'A i 1SF , 74i7H C,' . ? 'ANDARD. t f NJSF CFTAt I , 3' °7" YIa't H NO"f Ot 1 AIL `;HAI_l_ UL 1,`;;_,I? WHIA CG -6 SI ANDARI) GAL VANIZLI) 'r,A - L OR t YPE A `0 JE JEN (JNJ AN ANGI E ,1ft li.�L IN aAt;` l�P "' Cal 4s AFdI" IC l3„ Atti ! l l?t l; WI f i�o BOTH SIDES TO RF SYMk1FTRICAI FOh STEP t}- rALS SEE. STD. S{IC A1? C0 N N LC ' 01I 5 WILL 121 T GC 4?' T'LAT. AT 2* C C, STANDARD CURB DROP INLET 12" - 24" PIPE MAX. DEPTH (H )1=9' SDI -2A N.T.S VDOT STD. NO. 104.03 4 112 " x 2" CADMIUM PLATED BOLTS & NUTS AND WASHERS 96" TRASH RACK DRILL FOUR ADDITIONAL 1' DIA. ORIFICES (FIVE TOTAL). SPACE ORIFICES EOUALLY AROUND STANDPIPE (APPROX. 2 1/2' APART). EXISTING 1'DIA.ORIFICE CMP RISER N .. v v 66" DIA. TOP OF STANDPIPE FILLET WELD ANGLE IRON TO STANDPIPE STRUCTURE ON FIVE SIDES. ANGLE IRON TO EXTEND 1' MIN. BELOW INVERT OF ORIFICES IN STANDPIPE STRUCTURE. EXISTING TOP OF STANDPIPE EL. 447.00 PROPOSED TOP OF STANDPIPE EL. 444.50. ADJUST TOP OF STANDPIPE FOR RETENTION BASIN. RE- ATTACHED TRASH RACK. WATERTIGHT SEAL REQUIRED RCP OUTLET PIPE CONCRETE ANTI - FLOTATION BASE z RETENTION BASIN OUTLET STRUCTURE 0803 N.T.S. 3 -PIECE CAST -IRON - VALVE BOX & COVER, TYLER SERIES 6860 OR EQUAL. PROVIDE EXTENSIONS AS NECESSARY 9 12" MJ PLUG VALVE BOX TOP - VALVE BOX ADAPTOR, ADAPTOR INC. OR EQUAL - ENCASE ENTIRE VALVE IN POLY- ETHYLENE WRAP SLOPE TO DRAIN DEZURIK MODEL PEF =IIII OR EQUAL CONC. BLOCK T7, SIDE VIEW NOMINAL 2x2 - NOTE: FOR 12" PIPE USE CL. 52 D.I.P. OR AWWA C900 PVC FOR CONNECTION KEYWAY (TYP.) OF MANHOLE TO CAST -IN -PLACE STRUCTURE. FOR PIPES LARGER THAN 12 ", THE PVC WOULD BE C905. 2 - #5 CONT. - (EPDXY COATED) 3 PLUG VALVE BOX X03 SETTING DETAIL 4 TRr N.T.S. NEENAH FOUNDRY #R- 4990 -EX HEAVY DUTY TRENCH DRAIN EITH TYPE "A" GRATE AND TYPE "X" FRAME WITH END SECTIONS. SLOPE BOTTOM OF TRENCH MIN.1 /6" PER FOOT TO DRAIN. /-- VARIES - 6" MINIMUM #4 0 12" O.C. BENT (TYP.) I I (EPDXY COATED) 2' -0" 2' -0" 6" 1' -3" 6" 1' -6" H N.T.S. N Upstream Node Inlet FInlet ction Area (a cres) Composite Rational C Inlet CA (acres) Total Flow To Inlet (cfs) Longitudinal Slope (ft/ft) Gutter Cross Slope (ft/ft) Gutter Width (ft) Capture Efficiency ( %) u er Ditch Depth (ft) Gutter Ditch Spread (ft) Grate Length (ft) Curb Opening Length (ft) Average Velocity (ft/s) Inlet #4 Combination DI -2DD ection 0.1 0.47 0.05 0.19 0.1 0.083 2 100 -0.02 0.85 4.66 4.66 92.35 Inlet #3 Combination DI -2DD Gutter Section 0.64 0.89 0.57 2.31 0.005 0.1 2 93.7 0.37 3.69 4.66 4.66 36 inch Inlet #3A Combination DI -26 Gutter Section 0.05 0.95 0.05 0.19 0.101 0.083 2 100 0.08 0.93 2.17 10 0.007372 Inlet #31B Combination DI -26 Gutter Section 0.25 0.61 0,15 0,62 0.101 0:083 2 100 0:12 1,44 2:17 14 0.013 Inlet #5 Combination DI -2D Gutter Section 0.21 0.81 0.17 1 0.68 0.64 0.083 2 100 0.13 1.77 4.66 4.66 50 Inlet #513 Combination DI -2A Gutter Section 0.19 0.89 0.17 1 0.68 MH. #1 0.083 2 100 0.13 1.79 2.17 2.17 448.36 Inlet #5A Combination DI -2A Gutter Section 0.3 0.93 0.28 1.12 Inlet #56 0.083 2 100 0.17 2.18 2.17 2.17 475.4 Inlet #5C Combination DI -2A Gutter Section 0.19 0.95 0.18 0.73 P -158 0.083 2 100 0.14 1.83 2.17 2.17 3.71 Inlet #6 Combination DI -2D Gutter Section 0.24 0.77 0.19 0.75 5.03 0.083 2 100 0.14 1.8 4.66 4.66 0.26 Inlet #41B Combination DI -2AA Gutter Section 0.2 0.83 0.17 0.67 10.37 0.083 2 100 0.11 1.68 2.17 2.17 7.93 Inlet #4A Combination DI -2AA Gutter Section 0.16 0.88 0.14 0.56 36 inch 0.083 2 100 0.1 1.56 2.17 2.17 7.02 BLDG CONNECTION Generic Default 100% Gutter Section 0 0 0 0 0.02 0.02 0 100 0 0 Inlet #4A 0.2 0.83 Inlet #417 Grate DI -1 Gutter Section 0.41 0.89 0.37 1.47 0.013 0.083 2 100 0.3 5.28 2 Inlet #4 0.16 Inlet #4G Grate DI -1 Gutter Section 0.34 0.84 0.29 1.16 0.001 0.033 0 81 0.25 7.65 2.5 BUILDING CONNECTION Manhole #4D Trench Drain #2 Generic Default 100% Gutter Section 0 0.65 0 0 0.02 0.02 0 100 0 0 4.87 P-1671 Manhole #41D Inlet #4H Combination DI -2A Gutter Section 0.08 0.95 0.08 0.31 470 0.02 0 100 0.01 1.73 2.17 2.17 P-1681 Inlet #41 Grate DI -1 Gutter Section 0.09 0.75 0.07 0.27 0.001 0.033 0 94.3 0.15 4.45 2.5 7.27 4.68 Trench Drain #4 Generic Default 100% Gutter Section 0.99 0.79 0.78 3.14 0.14 0.02 0 100 0 0 0.019714 15 inch 8.87 Trench Drain #1 Generic Default 100% Gutter Section 0.22 0.81 0.18 0.72 5.76 0.06 2 100 0 0 0.013 0.004975 30 inch Trench Drain #3 Generic Default 100% Gutter Section 0.1 0.95 0.1 1 0.38 0.02 0.02 0 100 0.08 3.97 99 0.013 0.005051 Inlet #6A Combination DI -213 Gutter Section 0.11 0.95 0.1 0.42 0.95 0.083 2 100 0.08 1.45 4.66 4.66 0.013 Inlet #61B Combination 13I -213 Gutter Section 0.12 0.85 0.1 0.41 0 0.083 2 100 0.07 1.43 4.66 4.66 67.7 Inlet #7 Combination DI -21D Gutter Section 0.15 0.91 0.14 0.55 Inlet #41 0.083 2 100 0.12 1.7 4.66 4.66 466.51 Inlet #7A Combination DI -2D Gutter Section 0.14 0.91 0.13 0.51 Inlet #41 0.083 2 1 100 0.11 1.66 4.66 4.66 466.51 Inlet #8 Combination DI -2D Gutter Section 0.19 0.92 0.17 0.7 P -180 0.083 2 100 0.13 1.8 4.66 4.66 5.93 Inlet #8A Combination DI -2A Gutter Section 0.75 0.93 0.69 2.8 4.67 0.04 2 100 0.22 5.42 2.17 2.17 0.08 Inlet #86 Combination DI -2A Gutter Section 0.06 0.75 0.04 0.18 0.0208 0.04 2 98.6 0.08 1.93 2.17 2.17 5.7 Inlet #9 Combination DI -2A Gutter Section 0.27 0.88 0.24 0.96 18 inch 0.083 2 100 0.14 1.86 2.17 2.17 0.18 Inlet #14A Combination DI -2A Gutter Section 0.18 0.68 0.12 0.5 0.022211 0.025 2 100 0.04 1.87 2.17 2.17 0.95 Inlet #13A Combination DI -2A Gutter Section 0.28 0.76 0.21 0.85 0.013 0.022 2 100 0.07 3.24 2.17 2.17 0.11 Inlet #14 Combination DI -2A Gutter Section 0.39 0.75 0.29 1.18 63.02 0.083 2 100 0.17 2.16 2.17 2.17 Inlet #6B Inlet #13 Combination DI -2AA Gutter Section 0.47 0.9 0.42 1.7 472.87 0.083 2 100 0.22 4.73 2.17 2.17 Inlet #66 Inlet #12 Combination DI -2A Gutter Section 0.1 0.71 0.07 0.29 0.01 0.083 2 100 0.14 1.67 2.17 2.17 P-1531 Inlet #11 Combination DI -2A Gutter Section 0.19 0.51 0.1 0.39 0.041 0.083 2 97.6 0.12 1.44 2.17 2.17 4.42 Inlet #10 Combination DI -2A Gutter Section 0.59 0.58 0.34 1.39 0.14 0.083 2 100 0.18 2.29 2.17 2.17 6.52 Inlet #12A Combination DI -2A Gutter Section 0.42 0.92 0.39 1.56 7.07 0.017 2 100 0.12 7.24 2.17 2.17 24 inch Inlet #12B Combination DI -2A Gutter Section 0.39 0.66 0.26 1.03 0.025 0.025 2 69.4 0.12 4.8 2.17 2.17 0.037638 Inlet #12C Combination DI -2A Gutter Section 0.35 0.69 0.24 0.98 0.9 0.022 2 100 0.08 3.72 2.17 2.17 0.013 Inlet #14C Combination DI -2A Gutter Section 0.18 0.72 0.13 0.52 0.01 0.02 2 70.6 0.1 5.06 2.17 2.17 211.22 Inlet #14D Grate DI -1 Gutter Section 0.26 0.35 0.09 0.37 0.01 0.02 0 85.1 0.09 4.44 2.5 500.69 498.58 Inlet #14B Combination DI -2A Gutter Section 0.37 0.92 0.34 1.37 0.01 0.02 2 55.6 0.15 7.28 2.17 2.17 499.34 Inlet #15A Combination DI -2A Gutter Section 0.44 0.79 0.35 1.4 P -136 0.025 2 100 0.12 4.69 2.17 2.17 1.36 Inlet #15 Combination DI -2A Gutter Section 0.53 0.84 0.44 1.79 5.94 0.083 2 100 0.22 4.59 2.17 2.17 0.13 Inlet #15B Combination DI -2A Gutter Section 0.45 0.72 0.33 1.31 3.87 0.03 2 100 0.12 3.87 2.17 2.17 5.13 Inlet #16 Combination DI -2A Gutter Section 0.23 0.85 0.19 0.78 15 inch 0.083 2 100 0.14 1.83 2.17 2.17 0.07 Inlet #5D Combination DI -2A Gutter Section 0.21 0.95 0.2 1 0.8 0.008656 0.083 2 100 0.15 1.87 2.17 2.17 0.72 Inlet #5E Combination DI -2A Gutter Section 0.25 0.83 0.21 0.84 0.013 0.083 2 100 0.15 1.89 2.17 2.17 0.37 Inlet #14E Combination DI -2A Gutter Section 0.23 0.74 0.17 0.69 124.49 0.01 0 100 0.05 4.54 2.17 2.17 Inlet #14 Inlet #21C Grate DI -1 Gutter Section 0.85 0.39 0.33 1.34 502.96 0.02 0 100 0.2 9.79 2.5 P -55 Inlet #15B Inlet #22E Combination DI -2B Gutter Section 0.14 0.56 0.08 0.32 0.0196 0.083 2 100 0.13 1.53 2.17 8 P -34 Inlet #22D Combination DI -2B Gutter Section 0.09 0.54 0.05 0.21 0.021 0.083 2 100 0.11 1.28 2.17 8 4.93 Inlet #22C Combination DI -213 Gutter Section 0.1 0.59 0.06 0.24 0.0204 0.083 2 100 0.11 1.36 2.17 8 12.99 Inlet #221B Combination DI -2B Gutter Section 0.12 0.5 0.06 0.24 0.0204 0.083 2 100 0.11 1.37 2.17 8 12 inch Inlet #21B Grate DI -1 Gutter Section 1.43 0.39 0.56 2.26 4.08 0.03 0 100 0.24 8.07 4.66 0.013 0.020958 Roof Drain NW Generic Default 100% Gutter Section 0 0 0 0 0.02 0.02 1 0 100 0 0 480.24 58.68 0.013 Inlet #18C Combination DI -2A Gutter Section 0.6 0.58 0.35 1.4 0.19 0.083 2 100 0.18 2.32 2.17 2.17 72 1 Inlet #18B Combination DI -2A Gutter Section 0.9 0.85 0.76 3.08 Inlet #7 0.083 2 100 0.27 4.64 2.17 2.17 476.2 Inlet #21 Combination DI -2AA Gutter Section 0.35 0.78 0.27 1.1 Inlet #5E 0.083 2 100 0.18 2.62 2.17 2.17 479.5 Inlet #18A Combination DI -2FF Gutter Section 0.44 0.83 0.36 1.47 P -198 0.083 2 100 0.18 2.62 4.66 2.17 2.59 Inlet #18D Combination DI -2A Gutter Section 0.46 0.83 0.38 1.54 4.58 0.083 2 100 0.2 3.06 2.17 2.17 0.07 Inlet #21A Grate DI -1 Gutter Section 0.33 0.82 0.27 1.09 2.37 0.083 2 100 0.26 6.41 2.5 0.33 10 Inlet #28 Combination DI -2A Gutter Section 0.23 0.69 0.16 0.64 12 inch 0.083 2 100 0.13 1.76 2.17 2.17 0.35 Inlet #27 Combination DI -2A Gutter Section 0.37 0.9 0.33 1.34 0.012323 0.083 2 100 0.19 2.97 2.17 2.17 N/A Inlet #26 Combination DI -2A Gutter Section 0.39 0.69 0.27 1.08 0.013 0.083 2 100 0.16 1.96 2.17 2.17 N/A Inlet #22A Combination DI -2A Gutter Section 0.49 0.58 0.29 1.15 61 0.083 2 100 0.17 2.33 2.17 2.17 MH. #18 Inlet #22 Combination DI -2AA Gutter Section 0.34 0.65 0.22 0.89 479.73 0.083 2 100 0.17 2.7 2.17 2.17 MH. #19 Inlet #23 Combination DI -2A Gutter Section 0.5 0.47 0.24 0.95 484.03 0.083 2 100 0.14 1.82 2.17 2.17 P -6 Inlet #25 Combination DI -2A Gutter Section 0.2 0.71 0.14 0.57 0.0167 0.083 2 97.9 0.16 1.96 2.17 2.17 13.33 Inlet #24 Combination DI -2A Gutter Section 0.45 0.5 0.22 0.9 0.16 0.083 2 100 1 0.15 1.88 2.17 2.17 86.37 Inlet #18E Combination DI -2A Gutter Section 0.23 0.87 0.2 1 0.81 11.12 0.083 2 100 1 0.14 1.8 1 2.17 2.17 24 inch EXIST. MH. Generic Default 100% Gutter Section 0.59 0.7 0.42 1.68 1.11 0.02 0 100 0 0 55.02 0.013 3 -PIECE CAST -IRON - VALVE BOX & COVER, TYLER SERIES 6860 OR EQUAL. PROVIDE EXTENSIONS AS NECESSARY 9 12" MJ PLUG VALVE BOX TOP - VALVE BOX ADAPTOR, ADAPTOR INC. OR EQUAL - ENCASE ENTIRE VALVE IN POLY- ETHYLENE WRAP SLOPE TO DRAIN DEZURIK MODEL PEF =IIII OR EQUAL CONC. BLOCK T7, SIDE VIEW NOMINAL 2x2 - NOTE: FOR 12" PIPE USE CL. 52 D.I.P. OR AWWA C900 PVC FOR CONNECTION KEYWAY (TYP.) OF MANHOLE TO CAST -IN -PLACE STRUCTURE. FOR PIPES LARGER THAN 12 ", THE PVC WOULD BE C905. 2 - #5 CONT. - (EPDXY COATED) 3 PLUG VALVE BOX X03 SETTING DETAIL 4 TRr N.T.S. NEENAH FOUNDRY #R- 4990 -EX HEAVY DUTY TRENCH DRAIN EITH TYPE "A" GRATE AND TYPE "X" FRAME WITH END SECTIONS. SLOPE BOTTOM OF TRENCH MIN.1 /6" PER FOOT TO DRAIN. /-- VARIES - 6" MINIMUM #4 0 12" O.C. BENT (TYP.) I I (EPDXY COATED) 2' -0" 2' -0" 6" 1' -3" 6" 1' -6" H N.T.S. N lQhlerSlater Martha jeffersonHospital brw 11rflaff hews D17VF.LOPMENT COMPANY I:LC A& One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, W1. 53214-1470 A N H A LT 414 -259 -1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Consulting Engineers Z Upstream Node Downstream Node Upstream Inlet Area (acres) Upstream Inlet Rational Coefficient Upstream Calculated System CA (acres) System Flow Time (min) Pipe Flow Time (min) Total Flow (cfs) Upstream Invert Elevation (ft) Downstream Invert Elevation (ft) Length (ft) Mannings n Constructed Slope (ft/ft) Section Size Design Capacity (cfs) Average Velocity (ft/s) P -133 MH. #1 Structure 3 -22 N/A N/A 9.71 8.5 0.1 68.4 444.36 442.58 88.7 0.013 0.020068 36 inch 92.35 14.57 P -48 Inlet #4 Inlet #3 0.1 0.47 9 8.33 0.06 64.48 462.64 461.65 49.3 0.013 0.020081 36 inch 92.38 14.39 P -10 Inlet #3B Inlet #3A 0.25 0.61 0.14 5 0.15 0.93 458.95 458.72 31.2 0.013 0.007372 12 inch 2.99 3.42 P -14 Inlet #3A Inlet #3 0.05 0.95 0.19 5.15 0.83 1.23 458.52 457.72 159 0.013 0.005031 12 inch 2.47 3.2 P -134 Inlet #3 MH. #2 0.64 0.89 9.71 8.39 0.06 68.58 454.36 453.36 50 0.013 0.02 36 inch 92.2 14.55 P -135 MH. #2 MH. #1 N/A N/A 9.71 8.44 0.06 68.49 449.36 448.36 50 0.013 0.02 36 inch 92.2 14.55 P -129 Inlet #56 Inlet #5A 0.19 0.89 0.76 6.06 0.31 4.73 475.4 474.1 112.85 0.013 0.01152 15 inch 6.78 6.08 P -158 Inlet #5C Inlet #56 0.19 0.95 0.59 5.72 0.35 3.71 476.45 475.6 104.32 0.013 0.008148 15 inch 5.7 5.03 P -163 Inlet #5A Inlet #5 0.3 0.93 1.03 6.37 0.26 6.43 473.85 472.85 98.03 0.013 0.010201 18 inch 10.37 6.29 P -164 Inlet #6 Inlet #5 0.24 0.77 5.82 7.93 0.09 34.73 471.74 471.35 49.3 0.013 0.007911 36 inch 57.98 8.72 P -165 Inlet #5 Inlet #4 0.21 0.81 7.02 8.03 0.31 41.82 471.1 470.41 137.97 0.013 0.005001 36 inch 46.1 7.54 P -13 Inlet #4B Inlet #4A 0.2 0.83 0.17 5.79 0.22 7.05 468.52 467.67 85.16 0.013 0.009981 18 inch 10.26 6.37 P-1661 Inlet #4A Inlet #4 0.16 0.88 0.31 6.01 0.11 7.92 467.47 466.74 48.77 0.013 0.014968 18 inch 12.56 7.65 P-1431 BUILDING CONNECTION Manhole #4D 0 0 0 5 0.02 6 470.24 470.2 7.26 0.013 0.00551 18 inch 7.62 4.87 P-1671 Manhole #41D Manhole #4C N/A N/A 0 5.02 0.35 6 470 469.5 99 0.013 0.005051 18 inch 7.3 4.7 P-1681 Manhole #4C Inlet #413 N/A N/A 0 5.38 0.41 6 469.3 468.72 115.65 0.013 0.005015 18 inch 7.27 4.68 P -49 Inlet #4F Manhole #4E 0.41 0.89 0.21 5 0.14 6.73 466.62 465.24 70 0.013 0.019714 15 inch 8.87 8.09 P -171 Manhole #4E MH #4J N/A N/A 1.62 5.76 0.29 15.57 464.26 463.74 104.53 0.013 0.004975 30 inch 28.28 6 P -172 MH #4J Inlet #4 NIA N/A 1.62 6.05 0.27 15.49 463.64 463.14 99 0.013 0.005051 30 inch 28.49 6.03 P -175 Inlet #4H Trench Drain #2 0.08 0.95 0.08 5 0.24 0.49 467.45 467.26 36.6 0.013 0.005191 12 inch 2.51 2.52 P -178 Trench Drain #2 Inlet #4G 0 0.65 0.08 5.24 0.29 0.49 467.26 466.09 67.7 0.013 0.017282 12 inch 4.58 3.85 P -174 Trench Drain #4 Inlet #41 0.99 0.79 0.78 5 0.32 5 1 467.21 466.51 96.5 1 0.013 0.007254 15 inch 5.38 5.08 P -179 Inlet #41 MH #GG 0.09 0.75 0.84 5.32 0.18 5.36 466.51 466.25 50.51 0.013 0.005147 18 inch 7.37 4.63 P -180 MH #GG Inlet #4G N/A N/A 0.93 5.5 0.11 5.93 466.25 466.09 31.91 0.013 0.005014 18 inch 7.27 4.67 P -181 Inlet#4G MH #4EE 0.34 0.84 1.23 5.61 0.08 7.77 465.81 465.49 32.44 0.013 0.009864 18 inch 10.2 6.47 P-1821 MH #4EE Manhole #4E N/A N/A 1.41 5.7 0.06 8.88 465.49 465.24 24.87 0.013 0.010052 18 inch 10.29 6.68 P-1831 Trench Drain #1 MH #4EE 0.22 0.81 0.18 5 0.3 1.15 467.71 465.52 98.6 0.013 0.022211 12 inch 5.19 5.4 P -184 Trench Drain #3 MH #GG 0.1 0.95 0.1 5 0.49 0.61 467.21 466.27 98.6 0.013 0.009533 12 inch 3.4 3.33 P -192 Inlet#6A Inlet #6 0.11 0.95 5.63 7.79 0.14 33.74 472.15 471.79 63.02 0.013 0.005712 36 inch 49.27 7.64 P -193 Inlet #7 Inlet #6B 0.15 0.91 5.43 7.51 0.14 32.74 473.17 472.87 59.53 0.013 0.005039 36 inch 46.28 7.23 P -194 Inlet #66 Inlet #6A 0.12 0.85 5.53 7.65 0.14 33.24 472.67 472.35 63.02 0.013 0.005078 36 inch 46.45 7.27 P-1531 Inlet #813 Inlet #8A 0.06 0.75 0.04 5 0.57 0.28 488.25 482.1 150.06 0.013 0.040984 12 inch 7.05 4.42 P-1541 Inlet #8A Inlet #8 0.75 0.93 0.74 5.57 0.14 4.67 481.9 479.2 77.11 0.013 0.035015 12 inch 6.52 9.19 P -161 Inlet #9 Inlet #8 0.27 0.88 4.32 7.07 0.18 26.39 480.04 478.2 113.02 0.013 0.01628 24 inch 28.21 10.42 P -28 Inlet #12 Inlet #11 0.1 0.71 3.64 6.48 0.2 22.57 495.92 489.75 163.93 0.013 0.037638 21 inch 30.05 13.97 P -27 Inlet #13 Inlet #12 0.47 0.9 2.79 6.21 0.27 17.39 498.34 496.12 147.72 0.013 0.015028 21 inch 18.99 9.13 P -22 Inlet #11 Inlet #10 0.19 0.51 3.74 6.68 0.26 23.06 489.55 482.25 211.22 0.013 0.034561 21 inch 28.79 13.55 P -30 Inlet #14 Inlet #13 0.39 0.75 2.15 6.08 0.13 13.48 500.69 498.58 82.96 0.013 0.025434 18 inch 16.37 10.54 P -26 Inlet #12A Inlet #12 0.42 0.92 0.79 5.34 0.28 5.04 499.34 497.92 109.95 0.013 0.012915 15 inch 7.18 6.45 P -136 Inlet #13A Inlet #13 0.28 0.76 0.21 5 0.34 1.36 503.4 500.34 120.54 0.013 0.025386 12 inch 5.55 5.94 P -137 Inlet #12C Inlet #12B 0.35 0.69 0.24 5 0.13 1.56 500.5 500.05 36.39 0.013 0.012366 12 inch 3.87 4.74 P -140 Inlet #12B Inlet #12A 0.39 0.66 0.4 5.13 0.22 2.59 499.85 499.59 50.48 0.013 0.005151 15 inch 4.53 3.88 P -29 Inlet #14D Inlet #14B 0.26 0.35 0.07 5 0.5 0.46 502.75 501.98 88.96 0.013 0.008656 12 inch 3.24 2.96 P -141 Inlet #14C Inlet #14B 0.18 0.72 0.08 5 0.61 0.54 502.45 501.98 93.68 0.013 0.005017 12 inch 2.47 2.56 P -149 Inlet #14B Inlet #14 0.37 0.92 0.5 5.61 0.47 3.16 501.73 500.93 124.49 0.013 0.006426 15 inch 5.06 4.43 P -150 Inlet #14A Inlet #14 0.18 0.68 0.12 5 0.42 0.79 505.25 502.96 116.35 0.013 0.019682 12 inch 4.89 4.65 P -55 Inlet #15B Inlet #15 0.45 0.72 0.33 5 0.15 2.09 515.94 512.38 75.66 0.013 0.047053 12 inch 7.55 8.36 P -34 Inlet #15A Inlet #15 0.44 0.79 0.35 5 0.35 2.22 513.5 512.38 103.83 0.013 0.010787 12 inch 3.62 4.93 P -151 Inlet #15 Inlet #14 0.53 0.84 1.24 5.41 0.27 7.89 510.38 502.71 181.1 0.013 0.042352 15 inch 12.99 11.29 P -159 Inlet #16 Inlet #15 0.23 0.85 0.13 5 0.41 0.81 515.3 512.38 123.06 0.013 0.023728 12 inch 5.36 4.99 P -169 Inlet #10 M H #10A 0.59 0.58 4.08 6.93 0.04 25.01 482 481.44 26.72 0.013 0.020958 24 inch 32.01 11.48 P -170 MH #10A Inlet #9 N/A N/A 4.08 6.97 0.09 24.99 481.24 480.24 58.68 0.013 0.017042 24 inch 28.87 10.54 P -195 Inlet #8 Inlet #7A 0.19 0.92 5.19 7.25 0.12 31.53 477.7 476.89 72 1 0.013 0.01125 30 inch 42.52 9.66 P -196 Inlet #7A Inlet #7 0.14 0.91 5.32 7.37 0.14 32.2 477.09 476.2 81 0.013 0.010988 30 inch 42.02 9.61 P -197 Inlet #5E Inlet #5D 0.25 0.83 0.21 5 0.39 1.33 479.5 477.62 117 0.013 0.016068 12 inch 4.41 5 P -198 Inlet #5D Inlet #5C 0.21 0.95 0.41 5.39 0.33 2.59 477.37 476.65 90 0.013 0.008 15 inch 5.65 4.58 P -199 Inlet #14E Inlet #14B 0.23 0.74 0.17 5 0.07 1.1 502.04 501.98 13 0.013 0.004615 12 inch 2.37 3 P -185 Inlet #21 C OS -3 0.85 0.39 0.33 10 0.7 1.88 1 509.63 509 163.86 0.01 0.003845 12 inch 2.81 3.9 P -9 Inlet #18C Inlet #18B 0.6 0.58 0.35 5 0.32 2.24 496.37 495.15 99 0.013 0.012323 12 inch 3.87 5.19 P -5 MH. #16 36" F.E.S. N/A N/A 4.88 11.82 0.11 75.03 442.7 441 94.2 0.013 0.018047 36 inch 87.58 14.19 P -45 MH. #20 MH. #19 N/A N/A 2.4 11.24 0.08 14.7 487.46 485.02 61 0.013 0.04 24 inch 44.22 12.87 P -40 Inlet #18A MH. #18 0.44 0.83 2.48 6.28 0.08 62.69 480.25 479.73 51.58 0.013 0.010081 36 inch 65.46 10.77 P -56 MH. #19 MH. #18 N/A N/A 2.4 11.32 0.18 14.67 484.03 478.44 139.84 0.013 0.039974 24 inch 44.21 12.86 P -6 MH. #18 MH. #17 N/A N/A 4.88 11.5 0.16 75.27 467.56 465.55 129.18 0.013 0.01556 36 inch 81.32 13.33 P -7 MH. #17 MH. #16 N/A N/A 4.88 11.67 0.16 75.15 454.3 451.98 132.16 0.013 0.017554 36 inch 86.37 14.03 P-361 Inlet #21 M H. #20 0.35 0.78 2.4 11.12 0.13 13.15 506.29 499.57 111.16 0.013 0.060453 24 inch 54.37 14.49 P -4 Inlet #18B Inlet #18A 0.9 0.85 1.11 5.32 0.14 7.1 494.9 494.2 55.02 0.013 0.012723 15 inch 7.12 6.77 P -8 Inlet #18D Inlet #18A 0.46 0.83 1 6.06 0.22 6.27 490.41 489.9 72 0.013 0.007083 18 inch 8.64 5.43 P -130 Roof Drain NW M H. #20 0 0 0 5 0.33 1.6 499.13 498.79 67.03 0.013 0.005072 12 inch 2.48 3.42 P -144 Inlet #21 B Inlet #21 1.43 0.39 0.3 10 1.12 1.71 517.25 516.09 231.35 0.013 0.005014 15 inch 4.47 3.45 P -54 Inlet #28 Inlet #27 0.23 0.69 0.16 5 0.67 1.02 517 516.38 123.08 0.013 0.005037 12 inch 2.47 3.05 P -44 Inlet #27 Inlet #26 0.37 0.9 0.35 5.67 0.23 2.22 516.13 515.87 51.07 0.013 0.005091 15 inch 4.51 3.72 P -2 Inlet #23 Inlet #22 0.5 0.47 1.03 6.94 0.5 6.32 513.45 512.73 144.27 0.013 0.004991 21 inch 10.94 4.8 P -3 Inlet #22A Inlet #22 0.49 0.58 0.41 6.2 0.99 2.55 517.5 516.37 226.04 0.013 0.004999 15 inch 4.46 3.82 P -38 Inlet #25 Inlet #24 0.2 0.71 0.63 6.07 0.57 3.95 515.16 514.42 147.1 0.013 0.005031 18 inch 7.28 4.28 P -43 Inlet #24 Inlet #23 0.45 0.5 0.84 6.64 0.3 5.17 514.22 513.7 87.22 0.013 0.005962 18 inch 7.93 4.87 P -37 Inlet #26 Inlet #25 0.39 0.69 0.54 5.9 0.17 3.39 515.62 515.41 41.31 0.013 0.005084 18 inch 7.32 4.13 P -147 Inlet #22 Inlet #21 A 0.34 0.65 1.61 7.44 0.14 9.72 512.48 512.25 44.91 0.013 0.005121 24inchl 15.82 5.39 P -148 Inlet #21 A Inlet #21 0.33 0.82 1.83 7.58 0.29 11.02 512.05 511.58 94.79 0.013 0.004958 24 inch 15.57 5.47 P-1621 Inlet #18E Inlet #18D 0.23 0.87 0.62 5.66 0.4 3.91 491.16 490.66 99.93 0.013 0.005004 15 inch 4.47 4.18 P-1861 EXIST. MH. Inlet #18E 0.59 0.7 0.42 5 0.66 2.69 491.75 491.36 127.06 0.013 0.003069 15 inch 3.5 3.2 P-1871 Inlet #22B Inlet #22A 0.12 0.5 0.25 5.69 0.52 1.57 518.55 517.7 119.56 0.013 0.007109 15 inch 5.32 3.84 P -188 Inlet#22C Inlet#22B 0.1 0.59 0.19 5.52 0.16 1.2 518.88 518.75 29.51 0.013 0.004405 12 inch 2.31 3.02 P -189 Inlet#22D Inlet #22C 0.09 0.54 0.13 5.27 0.26 0.83 519.14 519.08 30.99 0.013 0.001936 12 inch 1.53 2.03 P -190 Inlet #22E Inlet #22D 0.14 1 0.56 1 0.08 1 5 1 0.27 1 0.51 519.42 519.34 1 31.6 0.013 0.002532 12 inch 1.75 1.97 lQhlerSlater Martha jeffersonHospital brw 11rflaff hews D17VF.LOPMENT COMPANY I:LC A& One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, W1. 53214-1470 A N H A LT 414 -259 -1500 SCHLOEMER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Consulting Engineers Z PLAN FINAL SUBMITTAL Q COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE M RE- SUBMITTAL 05/23/08 W PLAN RE- SUBMITTAL 1Q 04/01/08 BID PACKAGE 12 ADDENDUM #1 �/'� Vi , ` 0 BID PACKAGE 2 r p 01/28/08 COUNTY FINAL SITE PLAN Z OO _ m C U_ =) V--- VJ O Z O V 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 1Q 04/01/08 BID PACKAGE 12 ADDENDUM #1 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: Puw Noon+ W NORTH NTS Martha Jefferson Hospital Project No. 20060001.10 D-I& $ Sheet Title SEWER DETAILS 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. C803 O 00 U O O / O i O� / / 0 Q U CAP UNIT TOP SOIL GRADE TO PREVENT SURFACE PONDING 12" 4" MIN. -_= =077 TOP ELEV. (SEE PLAN) — SEGMENTAL (SRW) UNITS DRAINAGE BATTER WALL---,,,,,,, AGGREGATE 10 M AX. RETAINED SOIL ZONE (COMPACTED COMMON BACKFILL) H COMPACTED REINFORCED (INFILL SOIL ZONE) BOTTOM ELEV. (SEE PLAN) GEOSYNTHETIC REINFORCEMENT. REQUIRED WHERE "H" EXCEEDS 5' -0 ", - III =I II= III = III =1I OPTIONAL WHERE I1= III = III = III =III LESS THAN 5' -0" 6.. (MIN.) 9 1 SEGMENTAL RETAINING WALL SECTION C804 N.T.S. NOTE: O O TWO HANDRAILS TOTAL, O EACH SIDE OF STAIR. ALLOW A MIN OF 3" CLEARENCE FROM O HANDRAILS SHALL BE PROVIDED FOR ALL STAIRS. O N 1' -0" ALL RAILINGS OVER 5' -0" TO 8' -0" IN LENGTH WILL O HAVE ONE CENTER POST. ALL RAILINGS 12 O CO IZ O O N O L to N O � 0 00 O M -� � O � J CAP UNIT TOP SOIL GRADE TO PREVENT SURFACE PONDING 12" 4" MIN. -_= =077 TOP ELEV. (SEE PLAN) — SEGMENTAL (SRW) UNITS DRAINAGE BATTER WALL---,,,,,,, AGGREGATE 10 M AX. RETAINED SOIL ZONE (COMPACTED COMMON BACKFILL) H COMPACTED REINFORCED (INFILL SOIL ZONE) BOTTOM ELEV. (SEE PLAN) GEOSYNTHETIC REINFORCEMENT. REQUIRED WHERE "H" EXCEEDS 5' -0 ", - III =I II= III = III =1I OPTIONAL WHERE I1= III = III = III =III LESS THAN 5' -0" 6.. (MIN.) 9 1 SEGMENTAL RETAINING WALL SECTION C804 N.T.S. NOTE: THE CONTRACTOR SHALL INSTALL TWO HANDRAILS TOTAL, ONE ON EACH SIDE OF STAIR. ALLOW A MIN OF 3" CLEARENCE FROM THE EDGE OF CONC. HANDRAILS SHALL BE PROVIDED FOR ALL STAIRS. 1' -0" 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. (n .0 af w KahlerSluwr Martha Jefferson Hospital TREADS @ 12" V-6" 112' COMP. FILLER Y" CHAMFER SLAB ON GRADE, (TYP.) SEE PLAN #4 012" E.W. T/S LAB Matthews -X o SEE PLAN I • • • • • • T)EVFLOPI`IF?!T (;OMPANI' LLC SEE DETAIL A #5 ®12" BNT One Honey Creek Corporate Center R ,\-2-#4 1' -6" x 1' -6" • (TMP') 125 South 84th Street, Suite 401 CONC. FIN -2,TYP • I #4 012" E.W. I • #4 @12" O.C. WITHI GRAEF • . Milwaukee, WI. 53214 -1470 1/2 „ 180' HK EA. END COMP. FILLER I ANHALT SCHLOEMER 414- 259 -1500 SLAB ON GRADE, �� 4 ®12” O.C. I • • and Associates Inc. FAX 259 -0037 SEE PLAN # / — — / "8- T SLAB COMPACTED STAIR NOSING i SEE PLAN —x X— FILL / / INSERT Rummel, Klepper & Kahl, LLP _ SN —1,TYP. Consulting Engineers 2 #4 / / (EACH STEP) SECTION THROUGH STEP / I / I / / I / DETAIL A I / - – – NOTE: THE CONTRACTOR SHALL INSTALL TWO HANDRAILS TOTAL, ONE ON �• EACH SIDE OF STAIR. ALLOW A MIN OF 3" CLEARENCE FROM THE EDGE OF CONC. HANDRAILS SHALL BE PROVIDED FOR ALL STAIRS. Q HANDRAIL SHALL MATCH ARCHITECTURAL GAURDRAIL. SEE ARCHITECTURAL. J 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. UJ J r2"""\ CONCRETE STEP SECTION to N.T.S. < 0 C804 � N _Z OO CN UL_ r O Z O VDOT CG -6 6" CURB F & GUTTER I e e e e e e VDOT CG -2 6" CURB HANDRAIL SHALL o . o MATCH ARCHITECTURAL o & GUTTER GAURDRAIL. SEE ARCHITECTURAL. I —X . . N PAVEMENT I I U I • I 0 1' -11" I I I N — U / • / / I / I / I / I / / I / / I / 3 CONCRETE STEP HANDRAIL SECTION C804 N.T.S. n u VDOT Ch -L 0 %lurNo & GUTTER 5 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. 4 GUTTER TRANSITION DETAIL C804 N.T.S. 9 cow CG -6 6" CURB ITTER 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: KEY PLAN: RAN NWM WK Noah+ NTS (1) 6Z9 Martha Jefferson Hospital Project No. "'Olor 20060001.10 nl"'A Sheet Title SITE DETAILS Copyright Kohler Scoter Architects, Inc. 2008 111 west Wisconsin Avenue, Mil■oukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. C804 00 (L O O M N p 00 M C Ln O 00 U I O O U O i / V) / 0 U O O O'^ (D 0 N O O N N 0 / ..- _ .......... _ .................. ........... - --------- --- ------- - ----- _....._ ....... _._____ ___- -____- ----------------- - - - - -- 10 00 .. .. ........ . . ........... .. ...... . ____ - - - - -_ ___ _ __ -_ _ __...._._.....__.._._._... ______ .____.._....___ ____ - - - -__ . ... . ...... ----- ._..._ 12+00 COUNTY FINAL SITE PLAN RE- SUBMITTAL ... ....... .. 114-00 PLAN . ......... 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 .5 VERTICAL EET (TYP __._... - - - - -- - - - -- --- - - - - -- - - - - - -- ------------------- - - - - -- --- -.._.. ............ - --- ._......_.........- - - - - -- - - - - - -- ........ __. ...--------------- ._......._...------- .. ....------- ......--- ..._.. - - --- -------- ..._..._... ---- ...._ --- _ ---------------------- --------- ----- - - - - -- ----- - -.... - -- - - - - -- _ �'..'. a .� " - - - - - -- - -- -- -- -- - - - - -- -- -- -- - - - -- - - -- - -- - -- ..._...---- ........---- - - - - -- -- - - - - -- -- - - - - -- --- ...._..._._... -- - ............._... - - -- - - -- -- -- - .. -_... _........._......_.. -- -- _.._. - - - - ................... ......._ _.__..--- - - - - -- ------- ...._..._._.. - - -- - -- - - - - -- - - - -- ----------- - - - - -- ----- ._._..._...-- .._._......_..._ - - - - -- _ - ----- - - - - -- ---- .--- ------- ---- - -.... ------- -._._. _..___ - - ._..._._....._.___...... -- - _..._ ____ ----- - - - - -- / .�' _._ ........ _. .... . - ....... -- - - -- - - - - -- - --------- - - - - -- ---- ._..... - - -- - - - -.... -- - -- - -- - - - -y -'- -- - - -- - -- ... - - -- -----.... ...............- ........._... -- - -- - -- - - -- -- ._._... - - -- - -- ..._.... ---..._.._ _...._...--- .......__...._._... - - -- ----------- _____..._____ -- -----._. ._... . .............------ .._..- ----------------- - - - - -- ----- __ - - -- - --------- ...-------- - - - - -- ----------------- - - - - -- - -S�S� Kam' .� 1P.._. 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Tronslw \R, \2ooeoeo7 - KS WALL fLTNL \Q R0MLS -004JM SU0MTrAL&9 EL I WILL LANDSCAPE BLOCK WALL - HANDRAIL 1 t , yam. Tratsfw \IN \20080807 - KS WALL DETAIL \GUARDRAILS -WUNTY SUBMITTALdwg 0 a lQhlerSlater Martha Jefferson Hospital G E RA F Milwaukee, WI. 532114-4470 A N HALT 414 - 251500 SCURNI ER and Associates Inc. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Conm7ting Es7gineeers) II I� I Wr MEN VJ Q Z LL Z O U J O 0 CV OO M N cn 0 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: JOHN T. McCARTHY LIC. NO. 43280 KEY PLAN: PLM Noah, TRM NININ NTS (1) 0 Martha Jefferson Hospital Project No. W_k - 20060001.10 0 1 0 Sheet Title SITE DETAILS Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, 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. C8O5 Q0 O 00 U O I O O i i i Q INLET #6 - SPREAD CALCULATION INLET #6A- SPREAD CALCULATION INLET #613 - SPREAD CALCULATION INLET #7 - SPREAD CALCULATION MANNING'S EQUATION for OPEN CHANNEL FLOW F Project:- Martha Jefferson Hospital Location: Aibemade County, Virginia By AS Date 811/2008 'Chk By: Date: ` j version 12 -2004 3 # i .INPUT e E E T z ( sideslope)= 0.0169 Mannings Formula ._ ............. _ - z (sideslope)= 0.0169 E -- m width, - bt dth E b 1 ( ft 2/3 112 d E ) Q = (1.486 /n)ARh S _ d (depth, ft)= 0.15 ..__.... -.......__......__.._....__._ ......:..............._ _._....m........._....._..._... .�...... z _....._..__ _ R = A/P - .._.... _._ S (slope, ft /ft) 0.01587 _ ... A =cross sectional area `"' n low = 0.013 3 P= wetted perimeter PLAN FINAL SUBMITTAL O n high -___ _______ -..------ ___.._______ _... _.._- ___...__ ._. ___.____ IS = slope of channel O I Clear Data i n- Manning 's roughness coefficient O Ent Cells try O __. Q 0 Low N ---- High N N Wetted 1 Hydraulic city, Velocity, ' Flow, Q Z Depth, ft Area, sf Perimeter, ft ' Radius, E fps Flow, cfs fps Cf 12 O 00 D_ O O / N O N --------- - -- i V) Q S c high — 0.0065 Z s = critical slope ft / ft 0 O INLET #6 - SPREAD CALCULATION INLET #6A- SPREAD CALCULATION INLET #613 - SPREAD CALCULATION INLET #7 - SPREAD CALCULATION MANNING'S EQUATION for OPEN CHANNEL FLOW F Project:- Martha Jefferson Hospital Location: Aibemade County, Virginia By AS Date 811/2008 'Chk By: Date: ` j version 12 -2004 3 # i .INPUT e E E T z ( sideslope)= 0.0169 Mannings Formula ._ ............. _ - z (sideslope)= 0.0169 E -- m width, - bt dth E b 1 ( ft 2/3 112 d E ) Q = (1.486 /n)ARh S _ d (depth, ft)= 0.15 ..__.... -.......__......__.._....__._ ......:..............._ _._....m........._....._..._... .�...... z _....._..__ _ R = A/P - .._.... _._ S (slope, ft /ft) 0.01587 _ ... A =cross sectional area `"' n low = 0.013 3 P= wetted perimeter PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE n high -___ _______ -..------ ___.._______ _... _.._- ___...__ ._. ___.____ IS = slope of channel _. __.__--- ---- -_____w__- _- .. -__.. _.__.. V = (1.49/n)Rh2/3S1/2 I Clear Data i n- Manning 's roughness coefficient Q V x A Ent Cells try _ ............. _._._......_ __. Q i ! Y Low N ---- High N _ Wetted 1 Hydraulic city, Velocity, ' Flow, Q Z Depth, ft Area, sf Perimeter, ft ' Radius, E fps Flow, cfs fps Cf m 0.15 0.15 1.30 0.12 3.41838878 0.51406 3.418389 4.51406 T = 1.00507 / E Dm = 0.150 --------- - -- i Sc low = 0.0065 S c high — 0.0065 Z s = critical slope ft / ft T = top width of the stream dm =' a/T = mean depth of flow INLET #7A - SPREAD CALCULATION INLET #8 - SPREAD CALCULATION MANNING'S EQUATION for OPEN CHANNEL FLOW Project: Martha Jefferson Hospital Location: Albemarle County, Virginia By AS Date 8/1/200$ I Chk By: Date version 12 -2004 IMannings Formula - •- • -• -•- ------------- •- •- •- •- •-- •- •- • -• -•- . ................. Q = (1.486 /n)ARh2/3S1/2 . _r.....� � ----------- - ..r._..m. A = cross sectional area ..,. P= wetted perimeter 1S = slope of channel n = Manning's roughness coefficient V = (1.49 /n)Rh2 /3S1/2 Q =VxA z ;INPUT z (sideslope)= 0.018 z (sideslope)= 0.018 1 _ ._ b.y(btm width, ft} 1 d (depth, ft)_. 0.21 S (slope, ft/ft) 0.047 n low = 0.013 n high = 0.013 Clear Data Entry Cells INLET #1413 - SPREAD CALCULATION MANNING'S EQUATION for OPEN CHANNEL FLOW I Project: Martha Jefferson Hospitai Location: Albemarle County, Virginia By: AS Date: 8/1/2008 Chk By: Date: 'version 12 -2004 E IT I Mannin s Formula ._._._._ , d 1 Q = (1.486/n)ARh2/3Sv2 R A/P SA = cross sectional area P= wetted perimeter S = slope of channel _... Y_ n - Manning 's roughness coefficient V = (1.49 /n)Rh2/3Sv2 Q -VxA € _ z _ INPUT U I z (sideslope)= 0.0196 r z (sideslope)= 0.0196 b -(btm width, ft)= 1 d (depth, ft)= 0.245 .S (slope, Pft/ft) 0.01692' n low = 0.013' n high = 0.013 Glean Data Entry Cells INLET #21A - SPREAD CALCULATION lQhlerSlater Martha Jefferson Hospital 111matthews DFVF1,0Ph4FNT COMPANY LLC One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214 -1470 A N H A LT 414- 259 -1500 SCHLOEMER and Associates lac. FAX 259 -0037 Rummel, Klepper & Kahl, LLP Considting E7rgineers Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE Q 08/98/08 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 w Q o0 °o J �-- N Q Z 00 m N / co O Z O V 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/98/08 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: KEY PLAN: RM N01TM MW NWM NTS (D Martha Jefferson Hospital Project No. 40-'D'Y 20060001.10 Sheet Title SITE DETAILS Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street. 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I � - - � - ___� I - - 1 I � , � - � - __1 - __ - � - .1 J_ - f I--,- , - I .- �� -� , 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 1 7 - - - i__�7�� i - _, --- __ __ / /. , � - , � I - I - - __ I � '� - -1 _� / - � � � - __ , - V_ - - - - - I - - ��_,: F�- = - - - t 7 � - I- --�--- -.� - - I 11 I 11 � - - - - / __ ir 4 7 _� � __ I - - - - - - , - -9 / - _ __ = I -�, � , --,;f �'! _� - � I - - -- ! - . __� - - - _� - � -�-, - , . ; � - I ," - - - I 1� I I-- - � - - - , �_ - __ 4z,, i� .k�-.4e __ ,- 1, I - . I I--- ji�*_ _�_ 'I,- - - z I / 4, , - I � - - I - - __:t - - __ . : 1 DING AND EROSION , . !_ - - � _--� 2 I , ��_ - ��- __ A , . . � -aV,� .4p I " __ I -4 , — j C - EXISTING CONTOUR - I I i . __ I . - � - . 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I - , ,,e �,_______� I ; t � � � " �__ — - - - z - - I - __ _____ � -11 � ,I ; - . I � � I - - r �. - �� , �_ " - , — I ,� - ___� ---------- - - 4 I . � �_ - I - - I �__ ---i , j - � __ :�_ - � " - - I �� _iIIIIIIIIIIIIIIIIIIII11r: - �_ � - - __ 7 - , 7 __ - I - , � ; " , ; � � - I . 01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL ,_ - - - -, - : " -�� " I� i'l z � I - I - 11 I -1 JI !, � 7 A-- - ---� , - - - �� ___ / � � 01/23/08 MG & EC, RW & RWU __ - __ � - � ;�iiile5111111lllii� ,� � - \ \ � j - 11�1 ; � - / --- - - __� / i - - �x - � , I - - ______ 1, - - � / I � �,_ <, , , , �% : - - - . I , ff I - --- . , : , , - I i - , � : W_ _� I I - __ f- , - � , ,�, I - , / / - �_.;,_ -A"e- �_ �� I I - _ , 1 7�� 1 __ - - i �t� � - =f�� - __ - I � ,;__� / __�777 ! _1�1�_E � / , &A / - �' - I=� . I �,_ - . -, , , 7WiEF� � - - I I - � __ . - " � � - I - I I - - 4- '-. . . - � -7 . I - _-__ �_ - __ �, ____ _ff� I - I i - , � - - - - - . ; I _�k . . I - - I I - - - __ - I �,, , F - _� � � . , - - " I � ,I i - : - 'ZI , - " - (_ --- I __ JE I r-� - Azz=H __ � - - - I I �, . _)��,Z�� - 12/21/07 MASS GRADING AND EROSION I , __ - � I � - - - , I - - - � I . -1, �� __� I __ I , - I - - -- _ , - -- - ft 11 � I �_ - _1 f� _�� gi�ja -- I - I _" - . _�� . I I PREDOMINANT SOILS , , - ., , . I _ � - - ff�__ - - �_ . 1 � -I , - � _. � � _____ --- __ - / ;�p�� -_ - - --- - __ - __ -1 - _Z;��_ 1 - - � - I I- -- ---- /I - ___ I - -I--- __ - E�_j ___ � . I CONTROL RE-SUBMITTAL �! ; __ /I � -�-_ - - __ \_ __ II- - 4i ; ___ - - - a- ___ - � - __ � i� - - - - � __ n�_ - , I - � - - __ � - --- _1 1 - � i- �_ , � I - " ___ -- - - � - __ ___ - __ " - --- A-, __ sk , -11 .-__z� - - - __ - __ --- _� _��__ - - ____ - - . � I __� - -,i - -% --i - ,-�j :_ ,� - � == ,_ - - - ,� .iiiii - , I _�_ __ _,W� ____ � __ ,_ � ,� - I - - - - __ ____ - __ , I _�_ - � I - I I I - -11 � - -1 __--t - - - - __ - -- I - - z __ --- - _j -11, -1 "I - :aE= /��: - _�__ - ____ - __ - _____ __________� - /, I - - I - 7 - V_ , � I I , I , - - -- - � ____ _T - - ---- - I - I - I - - __ - , � - - - - I - - - - - - __ - �_ �, - - ;� , � ___ -, - - I - - - - - - - f7v __ __ - --- ___ �_ - ___ ____ __ i I/ � I -, - - 12/07/07 MASS GRADING AND EROSION - i � , .J I ___ � i, _-i--- ____ � �� __ - - - , ___ - - __ - _&i_� � , i \ f I - � I _�_ __ I-- lz ___ _�� __ ��_ --- �_ � __f - -1 __ ______ � - _��_ __,� I , - , � , - I � - -1 - 238 DAVIDSON CLAY LOAM .1 `� - ; ===,7�_ - - - / .1 - . F L_ � z - __ ,� _ - ,_ �� lirI �� -&g�-�-- - I � - __ F, i I I - CONTROL RE-SUBMITTAL - , , / . � __ I 1, - I - - , I _1� __ - _� - = ri 79� - - I -, . ; � - - =_ I �__ - - - / � ___ - I i��__ - __ - - - - I : �1_ C, C"'r I i I, - -111, I I .� - - I - - - z - __ - I �� - I � - - --- i � -_ I - -- - - - >___� - --- -.1 I �_ -_ WELL DRAINED SOIL. TYPICALLY THE SURFACE LAYER IS CLAY LOAM .- . - hiii� I I/ ri � - - _- -- - I � _Z__ --- v / x xf � - DAVIDSON IS A GENTLY SLOPING TO MODERATELY SLOPING. VERY DEEP, - , �� __ - - � ? W , � / - MARTHA J ERSON __ 7 - - i* �. 7� - �__ __ , - - 10/10/07 MASS GRADING AND EROSION � - Z4---- � I - - _/ __ , ,__ - - __� � - � - � - - �� 11 I.- �__ � I � ' CONTROL RE-SUBMITTAL � i ; - 7 Ii �, ,` / . , . - ABOUT 4 INCHES THICK. THE SURFACE LAYER HAS A MODERATE - � /� �- - . I - - - I ze _,?� - - �' 'IV-= �-- :-= - r 11 I � _,_� --- _ --- Fei, _/ - - __�,� - . � - I � - ��, I = I � " - "I - I�___ �y I - - I I � - _/ � - - . I , - - -_ - I - -1 - � ______ I I I � �, CONTENT OF ORGANIC MATTER. THE SLOWEST PERMEABILITY IS __ - .�, � ;_or' - - - - - - � __ - - �. = - _. ___� - ,- - -_/_ - - 1E- - I ,� - , /� - � , - , 4 � - -1 - , � -_ �, - - --- - - - � -, __ I _____ I -1 \. I C, I -jr - � - I - � - _,�_ - - I - - - - -_ Z I - - I "I I - .1 - _��_ ty_� ., MODERATE. IT HAS A MODERATE AVAILABLE WATER CAPACITY AND A " . I - - I �, �_ _� IC DESIGN PRICING PACKAGE LY LOW t Mvw - �� 1. . - - � __-4- iI - _� I,I ,- �rII 4, - _1 � __ NTER __ . � -A I � - , __-,�� ;� , - - 1� � I - . j - - � z - - I- 11 - - I ____/ I - - __ - " z - � I ___ , -1 - - . 1 5 - __ - __ T_ iv, __ I - , �, � -.-- , / ___iX!_ / _�i -r;. � - i -_ _ �_ Z_ �, / ,___X I _-, , , -_ - , , - " _� J - - LOW SHRINK SWELL POTENTIAL. THIS SOIL IS NOT FLOODED AND NOT _�� I - -,--/ / n i , ___ - 'T i�/6 , __ , 1. - - - I I __ I - __; I ill " ,i7 __ I _� - __ - =� __ - ,-, I I __ I I � f . I I __ __ , - - / - I, - I Q7 I I - TV - T - - - " 1 /, -, � I � - I/ 71 - - / � 4" � __ I- . I I " 7 - - - 7V I � _. - - . I I- J� I ill _f ,_ - - __ � ,/ . �, . I I I I , i . - __ . PONDED. THE SEASONAL HIGH WATER TABLE IS AT A DEPTH OF MORE - _ - / - 11 . � / . - - - _� , - ... . . . . . . . - Z I 11 - - --- _. - == � - �- - , " � - - - ,/ __ / I j - _- z, - � ,.� I . , I'll "I __ I , 11 : : I I 11 I I � I ;:?_ � . � - I , . I I I " // , __ , I � - f -B 3 1_� -1 , I -;, " - THAN 6 FEET. .. ,�_ . - � I I I � 1. 2 6 __ - -1 1, L I I ` I - 11 I I � � ,... /P " ,;�� /,` � - _/ 1� - -, __ , , ____ I 1; � f - __ I I 1 DING AND EROSION 9919-E I I � - . - -1 " _L ,._ -1 A , , ,. / - - �/ / - - __ - I I -11 / - ,� " � / / 1 � , ___1 - I I I "! __ - ��_ - � ,-- , . . DAVIDSON CLAY LOAM - I I "I - I" I - - - - , 4' / �y- / - / - _� - .1 - / I / ;� ,�, __ I I . ��\ - ��*i, __S,_*,0l ��_��_ , - �_ - - - - / , 23C- I I I - - - - �� - X-10, , - __1 �� / - 11 -;� ,- -1 "I , I ,� - - �� [ '1� - I - - - �� --- __ , ,__ - 1; - I I __ � I ,� I t � I I I '_�? I ___ 11 I I 5 - N -7 oI / 1� / __ - -1 - __ / ,� . � I - I , I I 10 . - I �,�_ 52�2- 1 � - I � I ,. 11 __ ____ - / / I - __ - �z - I / '. " I - ;r I . . I � __�_ = _� - �. - / --- I / I - I - - . - � , I i I I SEAL: WELL DRAINED SOIL. TYPICALLY THE SURFACE LATER IS CLAY LOAM -N-_ I --- --- ___K7 -_ - - �_ -, ,- - I '. -_ I j -- DAVIDSON IS A STRONGLY SLOPING TO MODERATELY STEEP, VERY DEEP, F----- . I - �' I I - - - ��_ __W - _� I I - / �', -1 __ .;� I r - I I I i � X / 11 i i" I / _-_,�'-_ U � � � - ---P.q - " , __ I . I A �� il I � __" / - / - � / ., , . / r . I � , - I I *Evil- 1 -7-- - _ I , - I I - I , / I " 1� / � 1� ! � , I =��. .. _1_ ,-if , -1 .; I- - , �_ I i 1: _% _f�pl_�� - = I, -K- __ jwm - ,9-- - - ,4 ) �11 I - ,_ f I- Y / , -, ---- i, - - , 1 I I I . - __, I I j � - � .- - I _� �__ I -_ = I --,- I/ ,_ 41 I - -_ I . I - I" . - I I � F . ,� I T A�,_ CONTENT OF ORGANIC MATTER. THE SLOWEST PERMEABILITY IS __ - - - ___ - ___ - I � I / I - I - I . -4, - - I ,�� I j � / I 7 _ ABOUT 4 INCHES THICK. THE SURFACE LAYER HAS A MODERATELY LOW . , I - I � ------ ,__ I - _ A - " " v - 11 / /_ - ,___ - / / - / �z � I . � - --if - i i j 0 --- ,�_, -I . � / - - �, � . .1 . 1 , , - I 1-1 - IT HAS A MODERATE AVAILABLE WATER CAPACITY AND A NJ -111, I �_/ - I, -7 1 ,,'- -Z--I- ;i� / .F - - �-�' - " 1-1 -_ 4 �_ I I �, - o , --- I I . I _� � , i - Ili /"' ,/-\�,_ : w ; I MODERATE. ___�' I _.. �r/ / I- - I- / � - - - - I - - I � -�- Avw � -1 -1 � i:i � Z - A I - - � � - __ ,21 - - / . � 1�, " - ti-_ - -�; -::5-- - --- - --k - I I , -,- �. -,, � : .1;, � I - I � i , f , - I "I =/ Ie- -7 - / / , � - - __ - - � i / I - � - 7 - ,_ 11 I I , - a- --- -I- - --- - f I _:�L --- �- ; ___1_:n____ . , 1, " , ,_ .11 z '_ 1� - LOW SHRINK SWELL POTENTIAL. THIS SOIL IS NOT FLOODED AND IS NOT , � _ __ , _ _iiu. __ I, , I 1� - 1, f _,� " y �� f iOW7 / I - I / /� Ir - - - �:,_ I I � / "" Z' � - 11 ,O _ - __ - — - , - I 1 . I I' I � � I - I - - --- I �, I I � - - il,_' lt�� I I - 1. I . \ I I I I -5; 11 " � I - I I . __ - � �_ I I I I - - __ - .- --- I - , I / . / - 'l-I - � � . I ij 1__/ I , PONDED. THE SEASONAL HIGH WATER TABLE IS AT A DEPTH OF MORE I '- _� �, �O ]&a , , , 0 , _ / 9/ I 11 � �, , I 14 " - I - --E- - I I �__ �� __ -Le _� _____ . , - _', - -. �_ - e ; t I I i I - I � z - __ 'f, ; ��- - � --� __1 - 11 I 1,i� I __ -qwii - -i- I - I - � - t __ Z_ - _� � .. ( , , 11 � - �,' � I ; I i - _; I __ - � � - L k , - / f � il __ T - - I - I il __ - '_ ,-- _______ - __ __ _____ �, . I �', til" I I - I - - - - - I I - �ziiijI_- - I - - __ I � � f __ I . I .--:-i- 1____..YFiy / � .- � �i;i _- � � - , , f i 7 - I - _- - �__ - - __ -___ - __ -1 - I -1 _-I,� " I*?, � ,� _--r. ,7 � 9 - - _� � I I I i - - k I - z , �::� ,� , I . , , _r __ I � - - I ___ �!w ... I -1 __ � - � , � - OZ i I THAT 6 FEET. - .. ��J -- --!� -, � ,.� � _.__ �, mi�_z - = F_ 0 I _71 7, I I -, IL I I T - � __ - , 11 , �� : -7 , - v __ I 11 ____ � 1, - - R�__ - --f ��- ",�;,._,. I : I , - -- -_ - 1 f-'- - � !" --- Ix : I �V MOM4 JOHN T. Mc-CARTHY I - - 2i f- z/ 11 I -_ i - - 11 - 11 - -1 - � - - - i;� - - 44 MZ - � -0 -< , , � 2683 DYKE CLAY LOAM �, I-- - - . I _� - �. � -1 - I _� ,---:, i �---A __ - - I ____ -----:y A , �� _< �_ _��; ,z fl� 11 - I- �� I -1 I 1, " �� ,_ j Z j _ - . - ,WZ� � --- -_�, - - I � � � I A . I , - . � EEL I __1 - I A � � - I - � I - � � . - __ 1 - - 11 - C 11 - v � 1. - - n I&- - - __ - __ � ,___ - I'l I I � I '-----Ll , - "I __ ��_ ; !�F�W__ _� z 11 � __ i . � - - A1111 .- I �_�� , 'r LIC� NO. 43280 1 1. � ___ z�L -T - __ 4ii -, - -� - - -_ i i 01 j - - - __11 _-1-1 � I � - _��7 - 1 �ni2 � � -_ I � -, �i`, DYKE IS A GENTLY SLOPING TO MODERATELY SLOPING, VERY DEEP, WELL 11 __ - __1 � , I - I __ I : ---.-- - - � _,__'__�r __ - - - ___ __ - ,��, I 1��,__ , � � I - __ __ � _ , � - � e __ i- _f __ - - I - 52�--- , � 1, I I - I- ; I - --- - - - I � . _. 17- __ ,I z / -4 r - � -� -:� - - � __ _�, - I �,_ . � - - --- - - -,--- __ - - ------ - - 111�_ - - 11 I � I - . - I I I �\ � - , - � I � _� --f - 1`4 I ViEiZME _=__:�l - __ __ - __ - - - � - __ - __ __ 11 I i f, / �: ,zim - =: ____ - - I 19: - -ARV . � ; - , I . .. -1 ...... !_ ..- I =7 I - � I-- W I �___ 7 'j , I _m �� - " ,� � 11 � : . J _1 - - - - I - - ` -Y j i� , � - , , _= -M a - - - iii, iz;� I �� , . __ �, �__ I ,��z i1i -, 4 1 1 ; � , __ __ I I ;j il A , -- �_ -- -- z _-, - , OL , , ,,, � j - I I -_ -_ - "' TYPICALLY THE SURFACE LAYER IS A CLAY LOAM ABOUT I =__ - �__ DRAINED SOIL. =� : 1 .13 . � I - - I �, - 1 - - __ I I ,� � - __ - � - - - I . - 1 7 1 � I I I ______ ____ . - __ - I - 11 ___� -.�-�v- - I "; I .,,, � i -, i r �__ - I . i I I I I - -----_ - I - I �i I I -t- - __ I I �� . - --_z I r ___r ,_ ,� --, - � MI = --- __ I I : - /_1 7 -i i I _ __ Ow:��t -� - - - ,--� , ,_ 8 INCHES THICK. THE SURFACE LAYER HAS A MODERATELY LOW CONTENT I = -,. I \ - i- A�- �F � I I 5 - - ____ �- ,�/ _� I I 19_� I . I I � r 3 1 1 I - - � --- - t - - I- 7 _____ ____2_.;z:� - - '% I--- - -_ -_ IT HAS = = I � .- i � � . � 1 A � %Q�� - - -_ -_ - - __,/?I_ 5 , � OF ORGANIC MATTER. THE SLOWEST PERMEABILITY IS MODERATE. ./ 5W � - - - - . =fiffirI I - __ I __,� _� I E ��=_Aw_lvia - � - i- - - - ,7. -, __ __ - 1. -11 - ,I.,z ----" \ ` ,��,- i � 1'� � 4 � � � ''. - __ ,- - — — � , ___1 11 � " I I - - - ,- ; , I � � - b., � - - I I 11MI-91 _�ii :_�-___ - __ , __ __ -,"LAI-' �_,� ��!!_�_ I . __� - liig- -- , I � __ , __ y ill i I ,- ,�� - , 141 - . -) A HIGH AVAILABLE WATER CAPACITY AND A MODERATE SHRINK SWELL AMNEI 4 Y� I I , - � __ I il .__ - - . - � _�' - 11 �-�r � - . I . � f� - , �� gm� - __ - - - __�___, - __ --- - - -,� - , - I I 0 E __ - �-Q. �_ - .-- _� � I � 1 ! � , -1.1 , ____ . - - - - - __ , - _�_ �A AH92-- �a E , � - =_-, T - IM - I � 2 : I - -1 . I �11�1_. __ - I __ __ _�, - I - 11 ---- - 7D -_ I -; ! �I - �_ .. .. _�, � . . POTENTIAL. THIS SOIL IS NOT FLOODED AND IS NOT PONDED. THS � �,---_Iitz-j�,,� - I t � I � � 11r, \j 14 � � - __ , - ____ � � F I � 1-1 � - - ______ I � , - .- ff - - - ,_!� 1 - - .... - ___ . --..- 9 �� .- , I z i W . i - j i - __� 11 - - - - �:, - - - - - __ - w I --..- - - �_- __ I - ___MFr_ I - - - - - �__ - �- - - - ,� - - - - - - V �__� I � I ii=� � - ��, -- ��_ j� I , - - - - =, - __ _6� - � I -- -- -- � I I __ I - - I ,- " -7, - / -i , � - - --- __ I - . I .. . = I . . --- , � - - - -1 : I . , _�_;E�:; _-_- ---- _ .. --- - SEASONAL HIGH WATER TABLE IS AT A DEPTH OF MORE THAN 6 FEET. I �=-X--_-J�- -.-��.U: 7 I_. 4� � - - - I 0- - I � - . - - -1 - - , - _:�� I _., I ,� -1 � I 'ie �__ I -� - .1 - - ._. L � -, � 7 y � I j �, I---- �- -, I � - q.0 __ _-_- - - - , I I - . - � . I , �-, - �4 ,I=_�� - - I - - -L-4 , � t _% . - _ - I- ��_ , - 1, __ � I , - - �j_ A,� : T, �_ I . I --- __ __� \ - I ,.� ,_ - . , ��_ - , , - �� - AWE� - I , � v I &_ __ , - - 1� , - �, I __ i _z KEY PLAN: , .__ - - - I ��f _ - . �_ � , ,� __ - :� - - --- `� -_!� - �`l _0 I I - i 4 __ - __ __ - - I � , , - - - I 0 - I - I � - � & �_ 11 --- � , �- - � . . I I = - , i - - j I. - -, , �, __ � ... - -___.;:i_ 3 1_,v_.__R7T__ 1 k �� _- -- -- �, - � . - , . 2 - - - 0 7 � . W. W.�_�_ I- - �, ,�� I I i - ; : �, - I -1 - � - - ----- I - I - 7 1 __,_ - - � - �, ,� �, �� -I .J_ , __ __ ____ �_ 0- �_ ;1 - - - . I I - � 'i�e I � _=110. - I -1 : I i - � I I - I -i - ----- - I 1--c- �_� ",�� " �_ ,_ ,� % ��= � ,, --!-- ,�-- � ., , ? ; � � I f - ---- I - , _,*7,��'Li� /_18 /iN - "I ... - I RAUBN IS A STRONGLY SLOPING TO MODERATELY STEEP, VERY DEEP, WELL 1� I _ � - . 80-4-a I i - ,,, " - �1� � 11� .� _Mi�_, = .I'-- "I -; �V �! __-- \ 'k� ��-,��? - � - - , � - - - D =, � , - - 4 ; I A I .. � I - I 9 � --- I - .1 �A / � P,�� - _&1K_-_- iz;��: ::_.,: i - � I - 5 . I - , - I - __ __ I �.�� 7 , P - IM 7� - , - . I LAYER IS CLAY LOAM ABOUT 6 - I - - - .., , _-) - ;_ - . f D ,_ I -1- - i __ � I - ,� ,� - e DRAINED SOIL. TYPICALLY THE SURFACE --ixi . .. ... I � I - � IF I i . , i � I I I" k�_ � - 1, - �� __ - ___ __ 1; __ 1 IziI!zI __ - ___1 z , - - - � - � , , , ... � - - �_ . - ir ; i � ; E i - Z - I I __- �_�2_� 1 - I - -_ - ._:, - __ �_, / - -_ � - -T, 4-_ " �, - I 4 a � - - - - - �., - � - (-) *11 . .. ... - � - �, -4 ,4� . , -:-.- �__ - - 7 z�� - - L� 4 - � __ __; - I I— I . - - ___�l . - z-D --- I � �, - - � _ / " � INCHES THICK. THE SURFACE LAYER HAS A MODERATELY LOW CONTENT " ,jir , _, x - ,P - I ____ - � ; I. a� � �, i 1�: I ", ,� = - - --- - I V) tz--, -1 -1- ; - I ; i �_ - - � - ... i� , - - � :,-if / ___* , � 1 _ - 1-1- � - -,-- -.1 , - I � I i - .- �/ III . ___ � � :� - �_. � I __ - 2= - - 2;timiE. , I I ��==_ , -�, - � _1�fl, - � - I - i I—- I _; - ____ - - -- ----- : - ___ __ I __�_ � - I _�� __ __ . - . __ - � . 11. i . _� _�_ - _- I I I . . � I - � % I, --- M� fi� 11 I � I r i - - - - ,4 � I, �-' �I� �� - 1� �___,�, , - --- _____11 I A I I - =-- -- 7- t - , � , '! �/ -, i � , \ � � � - , I \ 'Am X�� . ��__ - - - - I - POTENTIAL. THIS SOIL IS NOT FLOODED AND IS NOT PONDED. THE N� --- �_Fftii OF -M-__E2`- -1 `=� I � - I . -Am �_� �" � -- , - C .- 0 - . 4F � I i / , i �, -, � I - - -�,i _�__ " - __ 1-1 - I - !_�_ - �, - - - 11 , , -1 \ I I f 11 . .1 - , - _ ; I -_ - - - _�._ , - X � I , I SEASONAL HIGH WATER TABLE IS AT A DEPTH OF MORE THAN 6 FEET. IME1. , I, - ---- I " tl� �� I \ 1 4 �1�j I- , -, .-, f � � I- I I I \ __ __ � - �' I I � � S - - - -_]�� .Y� , ,- 1. � ___ � _91� I I ,�� I - i __ - 1. __ I I I , . I � � 11 , I I - vl� - - II I-_ ____7;�� - - __ --- 101 - \ 0 n- �: - iL � . . I I I I 1 , , f � , 1, : � , � .0 I I- -1 - __ 111 __ ___ - I __ - - - --- illil , � _-, S) - = - _ - I ,_0619 ___ IV',- C; � - ,. i in __ - � - I , �_ - � , - - - z � . i - - Aq - - 7 - 14 --- _T_4� - __ _� cii � �, ,i_"7,�_, - I __ - - I �_ ,I- - - I - . I - - ?� - -�-) ,.P /'�� , � L;� 4& �_ ,�.. - I , � - I � I I - - -_ !R -- � "_ --- ;_I� - - _'�__ � , LLJ OF ORGANIC MATTER. THE SLOWEST PERMEABILITY IS MODERATE. IT HAS __ .�iiiij��Ec��j- :---=r.- -_jL_ -- � , I I . 7 ; i I , - -----I= =_ � - - 7_� __ b _$ _/ �, - _� _. , , , �f - I - - _��, �, - - - _K . I � - __�_ _T A MODERATE AVAILABLE WATER CAPACITY AND A LOW SHRINK SWELL �-z-� E i�7 i� -� FF I � i - I � I - a C , - - � - __ I - . I , , �, - , � N , � _g.L- iiijm -:,,;-- - - , I I 11 I - __ , - �� / ;1_ , �, - _.,____� ,i? __\ � ��' - W - ��- - ___ : - . 10 , I - , - 0 , I - M7 Al - - - *__ 2 9,*ki_Z 7 . - , �� , � , -i - : �=4:�, - __ ....- - _ -1 - - � --- - __�'. - - - � PLAN NMTH TRUE NDRTH .. . - - , - _-_ � - I I . I I - - , - �. - � ��___ , ,- 1 71 D - RABUN CLAY LOAM � _�, __ � I . I I - � \ ! \ - - iil!�,� - I I, - - - , . �,_ __ I � _ - - - _�- - RABUN IS A MODERATELY STEEP TO STEEP, VERY DEEP. WELL DRAINED SOIL. __ : I _��=; . I I . I I � - liz I I - � , - __� - - -�__� -- \14- 1 - /` I I ,-,- I �_ -, 1i - g - __ - - � - - ____� - I I , � I - I " - --,- - � =' I - . � 11 , . I - _� - _ . - . -1 1� . � - � � � - F I M1 W A T I I " 7 I , . _4 - �; � --- - 11 - , � ,,.� �- _� � '1� , - � I - - - ".., � - - - - (-) . : ; � A&V s � Al �; � _;9 ____ a- - - - niii- - aw , -I - -- � _s��__ ;:�_ , �or 7--, - __1 - ,.i � _7� - f� TYPICALLY THE SURFACE LAYER IS CLAY LOAM ABOUT 6 INCHES THICK. ! � I - 2 ., I z - ; � - - � �70_ - I 1� � , NTS (1) �� _ '. . - - , - -1 - _ , - . I I- - - I- � - � : � =n_ __� - � - . I __�,_ I I � I I I � 'i . I I - , � 1, - __g� � �;i :. 1 - - � - - - I � -- I `___ THE SURFACE LAYER HAS A MODERATELY LOW CONTENT OF ORGANIC 11 . __ 1, -� � i - - � 2� _.,� - - - ',��_,� I � -� / � I , 1, - W ,� I I , -1-1 _�_, - z - "_ _V - __ - I "I __ I ii�__L__ : I - �_ , - -, , - I - , - I � . � - -1 �: � ME _ ____ - - - � o " I � I � .-.- , ---I.-, I I - \ I - a � AWZ�, _-it� - 1 � ,_ I I � �, ��, � -1 --� ; .._ - Nw- i - , -_ I 0 MATTER. THE SLOWEST PERMEABILITY IS MODERATE. IT HAS A MODERATE � __wl - i � %I __ __ - I izz, - , w - - -1 >S___�� __. � __ , I I __ I 1�__ ,,I- - r - __ � - - i i I � ___ � - . I __�___ �1� __ Ie. ��,' - - I - - __�� __ - - � I . �, - � 11- . � - I I - - � - : �� I = I- - - : - � � I - __W 3 - _ - _ __ A-m- - I — __ii��___ - -, . � I - - �_� - 1 ..-- __ __ I I __��___ I . I I __ - I I -,-.---- T4� --- __ - I . �� % 11 � � - , I - i =7_ . I I . , - - I - __ __ - - � __ 16 - I .. - -� - . I __ - , .. --- � ,i: �_'�� - � - - I I .� - I.. 1 �_n�i�=F �ii- I __ � - . I 1 11� - �_ I - - It ... � �� _�, �� I I ��- -, __ I , - I . � I - � , 1 I . I- - .- , � - �_: - - - - - I � � � I I . I—- - -1 - - - I __ . __ 11 . �, - .. � 11 - --- 11 --.-- � ___ _�_ - F �- - - ; _. I � � I- I - I - - __ --- . - .1 I i I - ___ � 6� - _N , - - LhIl F (7- TABLE IS AT A DEPTH OF MORE THAN 6 FEET. - �11_ i I . , , � 7 "I , - I I - , , �_, -� . - -- -7---- - ,g - � I I , X , I \ -4=; - - _._ - it -� .ok - - I -- � __�__,�_ , - - - - 11 �_, - ,--' SOIL IS NOT FLOODED AND IS NOT PONDEO. THE SEASONAL HIGH WATER � - i . I \ , - - =M_ - - - _kAr- - I., � -1 , - _0`� - 11� CD THIS -_ �_ . I � i . I 114�� __ _, � - -_ - AVAILABLE WATER CAPACITY AND A LOW SHRINK SWELL POTENTIAL. - - I- , - � ," 7 __ _,�_ I --_ 7-- __72I - ,;;io�� I I , IiN� I , Martha Jefferson Hospital � : \ � - - _�.___��. W I - I . ,_:I_ _� - - . �:� � �, ,� � 1 "I - �� __ � I . . . � _�:g - --- � _- . - __ - � , I 11 i � ,� 1 __ - 11, � . , _� - �� , - 1— - � - 1. - - I _1 � � � �- - - W I - 9= -.r , � . ,I— - � I - . - I I - � 1 - - I . :1 I_ __ - - -1 I __ �_ - ---_-- � eP e --i. . � . -,-- M . I .;Z% �-i.-l-�..-- - .. A I �e % I � I � . - .* IV - ____ - --- � I __ � _____ __ __ � - �. , zii� - - - - 73 - I - I ,� - , ,I1 ,- - ...-. - ___ , - - I - - - - I ----. � � - . � �_ . �_ - �, � - 11�_ -1 , _�" 1� =_CI�11 = _._.=�7.. - . - - I � - "� --- - �, -1 __1 I - I RABUN IS A STRONGLY SLOPING TO MODERATELY STEEP. VERY DEEP, I � :A I � 7 �71. -1 - ,� i, - %_; - - - � �' ,/� I _:_ __ I - __ I 1__,� t I _k " I I -w, - !� z W _� I �_ --- - - _____ __ - � - 11 I _� '_ 1, � :5�� - - �� ... - WELL DRAINED SOIL. TYPICALLY THE SURFACE LAYER IS CLAY ABOUT I � �, � -=�:- iiir � " . . --- __ . I - I I I _-, � .� �, �;� 7 1 - - ________.,. = ___ - I �, q � I - - ... I-- --- - - 11 .1 I I I I ., ____.. 2% . � --r I � ��__� I _� - � - - I I �_� : - . - I � _i: I - - - - Q) 4 INCHES THICK. THE SURFACE LAYER HAS A VERY LOW CONTENY OF Z� � I ! � I., � ..... - - i � __ - I I - _t_ --- I . f - - I z 1, - __ �__ ,� , " I/ I . . -:--_ I - . �, �_ - I , vFF1 __ I , . - . zal..� _. — - � -- ::.� - . � I , �, - __� �� ":. � - ,.. I � � � -I-, _ __ � I - - . - - _r � I _�_f_lf��, - - - -_ - � , - : I I � _� � ,_7JI; - �- - = ORGANIC MATTER. THE SLOWEST PERMEABILITY IS MODERATE. IT I I � __�� _k - - - _ ___ � L �T - '' __ . , I �4 ___ -, a -1.0 - g 7 - . _ - Cn - I k � -- I :-- I HAS A MODERATE AVAILABLE WATER CAPACITY AND A LOW SHRINK - - �,� '_ ____ - _ar= I - I - � - �.- 1 z � . � , . _� / - - � . � - - - - - � - - � 11 - I . �- 1. I I __ _ _. __ -1 - - __ , �- __ - I iz� - I - - � _ _ - --- � - .. - � ", - � I I � . I - __W. I � _,;�,� __;ii�ft.;: X - �� SWELL POTENTIAL. THIS SOIL IS NOT FLOODED AND IS NOT PONOED. - I , I _:_z , - %__ I - t � . - �� 4� - _1 'IF - I I 1 --- — _ - , 11 � �� 4:gp� --- -- I " - - ____ � I I.,� r-) ONAL HIGH WATER TABLE IS AT A DEPTH OF MORE THAN 6 FEET. �� Z� I- _jk �MAW __ , 11 --- - �, - - - - _ I I i,,i,_' ___ ; � , - I ',�' - .�_� ,� to=e ., .----,. : . I - - � - , < ==�_ _. - I � I �, I -1 - .. I - - ________ - .. -1 ." '. - _� �__ - - I 1 - - - .1 e I - - . . ____ � __ �J - - - _��_,:��_� - - - - ---- - � - __ __ - - - I , .- . �_� RABUN IS A MODERATELY STEEP TO STEEP, VERY DEEP, WELL DRAINED _=�� ___ - _ . - �___ - ,- __ I - �� SOIL. TYPICALLY THE SURFACE LAYER IS CLAY ABOUT 4 INCHES THICK. � I- __ 1. � � � 1. - - - �, �, - I -, ____. - 1 - -1 - __ �_ __ - __ ____ _,� "I - - . �_ - 'ir , __ I - . - - 7 i � - - __ I - - I "--- / / I . c- - I __ . 07 , - � - I Am- i_R� � - - ': � _f� - 1 I THE SURFACE LAYER HAS A VERY LOW CONTENT OF ORGANIC MATTER. . � � �_� � _ - __ . - I � I �. �, - - __�_, q- I I I I � - - ... - -- N, �� ,. I ... I - I I , 0 THE SLOWEST PERMEABILITY IS MODERATE. IT HAS A MODERATE __� __ - - � - ____ I I I - xg;�, ,ii,-- _ ___ - � �, � - 11. �� __ �, 1, I . 11 - :=_ - - - -- �� I-- -1 I 0 AVAILABLE WATER CAPACITY AND A LOW SHRINK SWELL POTENTIAL. - ___ _._________ __ __1iF77i2i4i75 - -, __ . ------.- q - �_ - 11 I lile_t� , .- � I.. - _7__�_ � , �__�___ � , 11 � ____ _� Sheet Title .. -1 - -1-11- I - - I - � __- � ��, - . - .1 .. ....... __ - , - , I � __ - _1 I -, I---- __ �__� I . - I , -_ 0 THIS SOIL IS NOT FLOODED AND IS NOT PONDED. THE SEASONAL HIGH I - - ;; - 11.1i - �-�-r�_ -- - i� __ � - ,I-- I � 1, � I � � i=i- �, - � I � �_ I - I __ -I- ___._ _�i- _i: - -- - --� ��_.]_ -11 I- _ - - \ - __ = . _ . _ _��,__ __� ��i I �__ _ '� lsiu� � � ... __ i=__ - � ------ __ - _�� ___ _ .- __ � - .� I z aH.' � __ I . �� _ , -- - E�i�! �;%jjg� : I ��_. _.. I 1. - - I , . 0i, ar - I I - � - ..... . ... � �=_ _____ _ - 4 - Ir - WATER TABLE IS AT A DEPTH OF MORE THAN 6 FEET. . __ .... - - _ �=�== ___ z -, I - - �___ - - �� - ", I I=- _. I I � � - I _- _ __ �_��_Ziill�- __ - __ I: . -_ I ___, ,_ '. I - , __ (D ___ ---- - _=F�� liii�:_ � - F__ I _f � - . - - EXISTING CONDITIONS � �=�= ,_ - --l- ,�_-I,_ -'I---- - .- __,� � = -, � I - I � � - - �. __ - - __ _�_ � � � . _... -1.1. -E.L � --,-; _�; _9��__ ___ ,- 1� I, �, � - - _ — . - , __ - I .... - .-.-- . _ I ,i� -__ �:;�. �,� _-, _� ___��=_ ___ __ ___ -SM::7 --i- _; � I , I __ 0 _-, Z_�___. -.7 . �:, Z� — I, 1 7 � - - 077 - =_ - - 4 ____ .�;� ..." - 7�7,._ - - - � 1_1,� � � 1 ,. -'��g-��-��=-�---=--"=-�-�-;z:-�- � - I - -1.1 --� _ - - - - __ I 0 73E - RABUN VERY STONY CLAY LOAM � __-� � - - _ gaiiiiiiwo _ - - 1� . � I I RABUN IS A STEEP, VERY DEEP, WELL DRAINED SOIL. 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FAX 259-0037 PROPOSED STORM DRAIN INLET SCHLOEMER PROPOSED STORM DRAIN OUTFALL f I ST PROPOSED STORM DRAIN PIPE -------- - EXISTING MAJOR CONTOUR . ....... Rummel, Klepper & Kahl, LLP tOR N P ...... Conmi7fing Fngineers IPROPOSED MAJOR CONTOUR I*& IPROPOSED DRAINAGE BOUNDARY SON.WWI-! INRAI FLOW DIRECTION Tb F IL P I.. . ......... TI K 0 0 Sl IM M RVVL < , '# _:;� lr_� 11, ; lIf I- - - ------- I�z ir 11 �4, ----------- :W I4q0 II00 LU �.T kw" L IIIC:0 III*4k 00 ----- -- _- I—J 04 II< .......... ..... ICN IC .......... I IITp 135,N IPRINCIPAL SPILLWAY IIIRETENTION Itk ......... (TO BE SEd AS DRA I RAG A RE.A., WIN OPP IIIISEDIMENT BASIN ......... I63.50 AC 0 ............ IDURING ROPOSEDI fAWTARY TO P UCTION) W._.. I* I . UIMENT BASIN tIlit, Ir IJ0 7' I0 IIIIIIIlag IF, IIEXISTING MARTHA JEFFERSON IMARTHA JEFFERSON 'llb OUT PATIENT or HOSPITAL CARE CENTER r iDRAI itL ItIPR If 09 08 08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE—SUBMITTAL -K ;aF 52' I05/23/08 COUNTY FINAL SITE PLAN RE—SUBMITTAL V6 08/08/08 COUNTY FINAL SITE PLAN RE—SUBMITTAL % II03 I/31/08 ARB FINAL SITE PLAN SUBMITTAL I01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL SEAL: II.......... I4Zr, IC_ IIOHN T. McCARTHy ep UC. NO. 43280 7-- Qr III% %, W , , - . . — ,�i 4 II41b. Iit- ca IKEY PLAN: IPA tX1 If i F i ow IPA t47o Ile /ol, fPLM NORTH TRUE NORTH IIINTS ttD NAGE A EA Martha Jefferson Hospital I2. AC IfIfTRIB TARY\ TO EXISTING If IBIO ILTER\BASIN tire ffitr Project No. tI20060001.10 Ilk I IitIt100 itiII Sheet I itle PROPOSED FINAL DRAINAGE PLAN Copyright Kohler Slater Architects, Inc. 2008 1 1 1 West Visconsin Avenue. Milwaukee. Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 1 10 King Street. 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UIMENT BASIN tIlit, Ir IJ0 7' I0 IIIIIIIlag IF, IIEXISTING MARTHA JEFFERSON IMARTHA JEFFERSON 'llb OUT PATIENT or HOSPITAL CARE CENTER r iDRAI itL ItIPR If 09 08 08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE—SUBMITTAL -K ;aF 52' I05/23/08 COUNTY FINAL SITE PLAN RE—SUBMITTAL V6 08/08/08 COUNTY FINAL SITE PLAN RE—SUBMITTAL % II03 I/31/08 ARB FINAL SITE PLAN SUBMITTAL I01/28/08 COUNTY FINAL SITE PLAN SUBMITTAL SEAL: II.......... I4Zr, IC_ IIOHN T. McCARTHy ep UC. NO. 43280 7-- Qr III% %, W , , - . . — ,�i 4 II41b. Iit- ca IKEY PLAN: IPA tX1 If i F i ow IPA t47o Ile /ol, fPLM NORTH TRUE NORTH IIINTS ttD NAGE A EA Martha Jefferson Hospital I2. AC IfIfTRIB TARY\ TO EXISTING If IBIO ILTER\BASIN tire ffitr Project No. tI20060001.10 Ilk I IitIt100 itiII Sheet I itle PROPOSED FINAL DRAINAGE PLAN Copyright Kohler Slater Architects, Inc. 2008 1 1 1 West Visconsin Avenue. Milwaukee. Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 1 10 King Street. Madison, Wisconsin 53703 Telephom 6M.283.6300 Fox 6M.283.6317 Sheet No. ESC-140 0 40 80 LEGEND • STORM DRAIN MANHOLE i STORM DRAIN INLET STORM DRAIN FLARED END SECTION ST - STORM DRAIN PIPE EXISTING CONTOUR -•--••-• 450 ......... PROPOSED MAJOR CONTOUR -- - - - - -- 449--- - - - - -- PROPOSED MINOR CONTOUR - -- -- -° °'450- -- - -- --- PROPOSED "C MPLETED" CONTOUR -SF - SILT FENCE 1 1 400 SOIL STABILIZATION MATTING 13 -- TREATMENT 1 (VDOT EC -2) 400 SOIL STABILIZATION MATTING 9 12 TREATMENT 2 (VDOT EC -3) 400 400 OUTLET PROTECTION OO ----------- LIMITS OF DISTURBANCE TEMPORARY DIVERSION DIKE D@ DUST CONTROL C@ CONSTRUCTION ENTRANCE STORMWAT SCC REFER TO r4. C?NSTRUC RESTORE CHANNEL SLOPES UP TO 0 ~ 0 5FT FT WIT IF UNABLE TO ESTABLISH VEGETATION D TERM D, ALBEMARLE COUNTY FIELD INSPEC STABILIZE IT STABILIZATION MATT AND RIP RESTORE GREATER THAN 0,0 35FT I H 0 =6 INCH IP REFER TO SHEET C312 FOR APP OXIM kl C EL' RESTORE SIDE SLOPES OF NEL WITH i MATTING AS SHOWN 0 LAN. 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P1: Pos ! C ',�._ . Pr p , RVao? nu Ilr r V% i Pu t i 10 I N If ,isri ' I / / / ), I ! 1 \� u L 4 1- 1 t I ig l GENERAL CONSTRUCTION NOTES lQhlerSlater 750- r Z-1 1- PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, ' INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED Martha ha FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS 4� "K ° / ` DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREM NTS OF THE PERMIT. WHERE Jefferson I/ N ' / % , ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Hospital 41. i / / / / / /// 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE `'-{- WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ( J, 03) ` ; l r f I l 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. nFVF1,OPn'IFVT COMPANY I:LC 1 t 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 0 I� { i OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. `. l j i� 1 j( 6 PA N ORIP -RAP 0 R STABILIZATION MA T L I NED DITCH MA Y BE REQU I RED W H EN 1 N TH E One Honey Creek Corporate Center III l' OPINION OF THE COUNTY ENGINEER, OR DISIGNEE, IT IS DEEMED NECESSARY IN ORDER I TO STABILIZE A DRAINAGE CHANNEL. 125 South 84th Street Suite 401 N111 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR I I r UNIFORM TRAFFIC CONTROL DEVICES. GRAEF Milwaukee, WI. 53214-1470 MP 8. PIPE CODES WISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE A NH A LT 414259 -1500 ._ SCHLOENIER % k� 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA and Associates Ine. FAX 259-0037 A STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Kahl LLP CONSTRUCTION ACTIVITY AND SEQUENCE Rummel, Klepper & Consrrl#ingF.irgineers _ PHASE I -A (STORMWATER CONVEYANCE CHANNEL AND DIVERSION DIKE) - 1) INSTALL SEDIMENT TRAP AND DIVERSION DIKE FOR STAGING AND PARKING AREAS. INSTALL SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, AND WASH DOWN AREAS. 3 PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN PROPOSED DIVERSION DIKE AND STORMWATER CONVEYANCE CHANNEL AREA. CONSTRUCT CONVEYANCE CHANNEL AND DIVERSION DIKE FROM DOWNSTREAM �,,�._� BY BENCHING INTO SLOPE UTILIZING AN EXCAVATOR EQUIPPED WITH AN ARTICULATING LIB_ --- DITCH CLEANING BUCKET. FINE GRADE/SHAPE AS WORK PROCEEDS WORKING UPSTREAM UNTIL COMPLETION OF CONVEYANCE CHANNEL AND DIVERSION DIKE. z - ''` - - - -- `" - - 51 STABILIZATION MEASURES SHALL BE APPLIED IMMEDIATELY AFTER CONSTRUCTION OF STORMWATER CONVEYANCE CHANNEL AND DIVERSION DIKE. J Pw►¢F I -R (STORM S W R ANn Q11TFALL INST I I ATIQN) ��- 1) PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN SEDIMENT TRAP AREA- UJ / 00 2) CONSTRUCT DAM FOR SEDIMENT TRAP. O 3) CONSTRUCT TEMPORARY FILL DIVERSION FOR EXCAVATION AREA. O J CV 4J PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN AREA TRIBUTARY TO Q C G z 00 5) BEGIN CONSTRUCTION OF FILL SLOPES TRIBUTARY TO SEDIMENT TRAP. m CN 6} CONSTRUCT FILL DIVERSIONS AT TOP OF FILL SLOPES AND INSTALL TEMPORARY SLOPE DRAIN TO DRAIN TO SEDIMENT TRAP. FILL DIVERSIONS AND SLOPE DRAIN TO BE FULLY OPERATIONAL AT THE END OF EACH WORK DAY. 7) INSTALL STORM SEWER PIPE OUTFALL AND RIP RAP. START INSTALLATION FROM Z OUTFALL AND WORK UP TO SE61MENT BASIN AS FILL SLOPES ARE CONSTRUCTED. INSTALL TEMPORARY BULKHEAD IN MANHOLE AS SHOWN ON SHEET C520. 8) CONSTRUCT FILL SLOPES AND INSTALL SEDIMENT BASIN DAM. �O1 9) INSTALL PRINCIPAL SPILLWAY, v 10) TEMPORARY DIVERSION STORM SEWER do STORMWATER CONVEYANCE CHANNEL SHALL BE BROUGHT ON -LINE ONCE STORMWATER CONVEYANCE CHANNEL IS �x. FULLY STABILIZED, AS DETERMINED BY ALBEMARLE COUNTY FIELD INSPECTOR. i J j v �SOC K j j r / / / 1 1) INSTALL SOIL STABILIZATION MATTING. TOPSOIL, SEED AND MULCH AREAS 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL ' / / / ti BROUGHT TO FINAL GRADE. fj if 1;J 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL // PHASE I -C (STREAM RELOCATION AND FILL SLOPES) 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL (r• j ,'` f 1 / I AEA. PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN SEDIMENT BASIN 05/30/08 MASS GRADING AND EROSION ^"�• CONTROL RE- SUBMITTAL 2) CONSTRUCT DAM FOR SEDIMENT BASIN. 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 04/11/08 MASS GRADING AND EROSION / 3) INSTALL PRINCIPAL AND EMERGENCY SPILLWAYS. CONTROL RE- SUBMITTAL ,�� /J 4) _CONSTRUCT TEMPORARY DIVERSION DIKES. FILL DIVERSIONS, AND RIGHT -OF -WAY 01/21/08 CONSTRUCTION BULLETIN 1 DIVERSIONS TO SEDIMENT BASINS. 5) REMOVE SEDIMENT TRAP. CONTROL 07RE-SUBMITTAL GRADING AND EROSION / 6 PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN AREA TRIBUTARY TO SEDIMENT BASIN. STRIP AND STOCKPILE TOPSOIL. 12/11/07 BID PACKAGE #1 7) PERFORM ROUGH GRADING FOR STREAM RELOCATION AND CONSTRUCT FILL SLOPES. ADDENDUM 5 c 12/07/07 MASS GRADING AND EROSION 8) COMPLETE FINAL GRADING. CONTROL RE- SUBMITTAL 91 INSTALL SOIL STABILIZATION MATTING, TOPSOIL. SEED AND MULCH AREAS 11/07/07 BID PACKAGE #1, ADDENDUM 14 BROUGHT TO FINAL GRADE. ' 10/10/07 MASS GRADING AND EROSION 10) REMOVE SEDIMENT BASIN DOWNGRADIENT OF STREAM ONCE SITE IS STABILIZED. CONTROL RE- SUBMITTAL 1 1) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE ARE NO LONGER NEEDED. UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM 07/18/07 BID PACKAGE #1 ADMINISTRATOR. TRAPPED SEDIMENT AND DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO 06/05/07 MASS GRADING AND EROSION PREVENT FURTHER EROSION AND SEDIMENTATION. SEDIMENT BASINS. SEAL: Ul 1W GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 8. DURING APPROVED OPERATIONS, WATER WILL BE PUMPED INTO AN PRE - CONSTRUCTION CONFERENCE. ONE WEEK PRIOR TO THE COMMENCEMENT APPROVED FILTERING DEVICE. OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED. DESIGNATED 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO BORROW AREA. OR AS THE FIRST STEP IN CLEARING. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA - 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, MAINTAINED ON THE SITE AT ALL TIMES. WOOD, RUBBISH, AND OTHER DEBRIS. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO. OFF -SITE BORROW COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. OR WASTE AREAS). THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH CONTROL PLANT THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY- SECTION 13 -301 OF THE CODE OF ALBEMARLE. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS EQUIPMENT' SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. DETERMINED BY THE PLAN APPROVING AUTHORITY. 15. BORROW FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES THAT MAINTAINS LATERAL SUPPORT OR ORDER TO MINIMIZE ANY HAZARD TO AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT PERSONS PHYSICAL DAMAGE TO AWACENT LAND AND IMPROVEMENTS, AND UNTIL FINAL STABILIZATION IS ACHIEVED. DAMAGE tO ANY PUBLIC STREET BECAUSE OF SLIDES. SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN. REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS /ACRE. AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50 50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND RIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH It TO APPLIED AT 80LBS 100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /100SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS_ _/ _ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5X PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES\ ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO CLEANED WHEN 5OX OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE OODR NEDD CTTERZTBN WHEN ARE NLONGE EE SUBJECT TO APPROVAL YE COUNTY EROSION CONTROL INSPECTOR. KEY PLAN: m NTS ® ® Project No. C /- 20060001.10 '�" tt11 - Sheet Title PHASE I -A EROSION & SEDIMENT CONTROL PLAN Copyright Kohler Sloter Architects, Inc. 2008 111 west Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. ESC -200 I. 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SEED AND MULCH AREAS . , , - POSED MINOR CONTOUR / '�-_ 11 " b 0 I- -- __�__� - I., X 1, 11 I / I� __ _:�__ - 1 _:��7' - / *. ) X.." .. , . , z z ,-� __---�7'_______ �rl� �___�: �_ BROUGHT TO FINAL GRADE. . / % * ** . , _�: .- "'i '' / I / I/ 1� ,---- , - - l---4-__ �� _,;_��_�__�:__ . . ,., .-* , // / _��_ -_ 17 - - �;�FLETED" CONTOUR / .. % .`� % / 07 . (I / I 11 I —I .. \ - :` * - �__:: �:� �_�:�� - PHASE I . / � , �:�j, .; z --.e-_--= ----- - - I-C (STREAM RELOCATION AND FILL ;LOPES) 7' 1 � . . 0 / ,` / - / L a _—,, ------_---- :::�__,: ___� = . X / fILL D f �/ 1. /-� f / � /I / ! ,�, -,--" ------ -:�-�::--7::,-�-__::_______ SF — SILT FENCE / 11 / I ,I, ,��. . 1. / '/// -------I --:-----:---__,-::�----::--::::: ; -1 *. " - 1� PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN SEDIMENT BASIN , I * * / I / / / / , / I 11 ___ _�� - - _:�_--:__:�� , . 0 �'. �.*-_ * < I / / / / / 1. . 1\ /I 1. 1. X.I... $ / / / / Z ,- - ___�__ _�_, ___ AEA. 11�1; �,��_ __��e .; ��*.. , __1 _,_____-7 _:______-I- - - ". IL ILI I N IN ____ . I - / 11 // :. � , / ___ ___ 111;,; � � ... :_�,, I—, - ;;�A . A... / / .j 1, I . ;1 .::, 1� � I \ "') . I . � / / .1 / /,// - .. / / / I _- - .. —11 -2) 1 / / / \ I ../ ., -., / T, /X /I I ; I I I/ / '! I // I/ / / / / / / / / / I , Zz ,_�_____�- ___ 2) CONSTRUCT DAM FOR SEDIMENT BASIN. CL , , / / / ,_ ___� - __� --- TREATMENT 1 (VDOT EC / / / / /", / /// 75 !I. , , *- %%. \, * / / . '. _�.-. / � / 1; I I / / I/ ,/ / / / / _�, - � ______ �...�'.. ��--% ..,� . , , _. , , . � f / �_, ____ - / / // 46 , ... / / / / / , ` _� I , I .% * 0, ), I /, /, I --- ------7:- 3) INSTALL PRINCIPAL AND EMERGENCY SPILLWAYS. LU �� SOIL STABILIZATION MATTING / / / /,�) . � I -�,, - �, %.0 ,/, / /// , / I/ , / / / / / / / �� I __�_ .- , .4 ... . . y / /, I / ,/�/ / / ,/ / //// .. ';.% - - - %T - _T - I.. f � ./ \ .. / , I / / / / 1�/, " - ___� 1 / '' .-. . I � / \ / !, . I * .1 I/ *,/ / I / / 11 / I ! / / / / � 1-1 / / /!, /Z ", , I 4) CONSTRUCT TEMPORARY DIVERSION DIKES. FILL DIVERSIONS. AND RIGHT-OF-WAY �_ _.j 00 � �;,-.,-.;!*-. �. � / I , I/ " / #-,� �, TREATMENT 2 (VDOT EC-3) "I �OO / III / / / / / // / // ... .;. - ) /%. � .. f / - ____� (/ / / *1 .1, ..... - pvt I G - )*� 1.�� .t. , / / / F / It / / . / / / __-- DIVERSIONS TO SEDIMENT BASINS. 6. ..C: �j P -*. . $ 1 If / _____ ,_ , . . . P.. O'. C> // . . . if. . . . I // I I 1, 1i i / / // / / // - - 1_1:�� ,____ a) C)l 0 .. , . - - , 'i I "'. / _,z I I , I /*,/ i -� - I , / *,* 1z 1__' ____ .. . ,Agvl)j;�� OUTLET PROTEC ..'. I / / !I I j / / , , / i "I , .., / I I - �� TION @ // / .. ....;.. . . . : 5) REMOVE SEDIMENT TRAP. PJ . / / / / I / X//,)) %'.'-.I.". I - . it / / / / / // / / , " z ,- �,- _�_____-�_� _j �— "-/ / I I .;. I0. ;; . ... . 4 I I / / j I , / / CN .. ------- / // J0. . .. ; .. . . �1 � .4. . . . ..S P .. 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I *1' 1��. _�Vl_ .,-' - I I � , --- of I I I I 11, I I . ,-� 8) COMPLETE FINAL GRADING. I,/ I / / / / I/ // / ,�,�ik. ,Q,?,-, ,,%� :�) 1 \ � � � 1� 11, I _�_' i I , � I i i�j / III / / / / / / z - @ / -----/ \ I \� � 0 � i 1 1 1 i I , I `/ / I I ., -..� I �� I � I I _ '' . 0 * . I I -�< 0 -. , Y. ,----.>� - - - , I I , I i -� I -t, , /) / / / / / // / , 8 UGHT TO FINAL GRADE. - - . // if / IT / //�� / .�,-.*�.! : : . -------- -) 1 ) I I I 1 ,4 , I I I I 1 I I I � I / 9WNSTALL SOIL STABILIZATION MATTING. TOPSOIL. SEED AND MULCH AREAS > - � I / �:!y / / \ \ 1. k ;A.; * . _____�_ ,/ .. , -_ 1 1 I I J, // / / \, , / , / / / / / / / / / / z: I I .11 . ,,, I I I / / STORMWATER C:o , j/ w, I " a " .�,� .1 . .. .., $ 1� / 1 1 0`1 IT I � I / / / _.. #* / / .. � IN_ 00 a ,6 . . $ / ---! j ! 1"i'l /� / I/I / / / /// ///// ,/ / / / / / I _. _. * 1. 10) REMOVE SEDIMENT BASIN DOWNGRADIENT OF STREAM ONCE SITE IS STABILIZED. =) I SCC REFER TO SHEDS .3il.2 F3�9/F R/j I/ 20 ( �i , \ ,7�,__\17_ � . . > / / . - I , / / / J- , I , I - j, , , I i / / / / . 4 � 1@ , / / ,Q� I /a � 'JI / 11111i" it - ; �_ \j , , I, / / I // % 00 I I ,` � " , , ;," % \ \ \ I .. , " \ � � 4q, 1� / / ,/ / /"Y /I / ,/ /I /,� " / �;) I ,,, / "', / / I i / i " / / ///// / / / - .*. I . . 0 . ___ / - , I I / I I I / I - It 41* � k I / \ � � *111 t\ Il /// /� X� 11) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED __�___________ A,O---J- I — ---------------- ----,—.------------------------�:�-----7�:_------ _____ ___________�_ ,--- _,, ", _____:_� ____ - ___________ ____!::�:____---:___________. ______ _f___1_ I-- ",� ___ 1:1 11 - � __ - _______ -------. ----.-------- ___� �11 ____ CONSTRUCTION ACTIVITY AND SEQUENCE - z�_5____.__.______ ___.._-��_______ _::::::::::::::: __�__ _____ 1� 1"" ____ b ____ _________._______ �--l!_ 1111_�;;10 " lQhlerSlater ______.....________,____ ____ — ------ _ - -, _____ -, � I , - " I 11 PHASE I-A (STORMWATER CONVEYANCE CHANNEL AND DIVERSION DIKE) ____1___..___________.____ ______._______________� __�_____ - ____._________4__--,7TTf- X - __ ------. _____�--::::! ________________ , - __ ,-,(3 i ", 1/' /I __ --------- .... . . ___ - __ 7 �_ ------------,- _____ ___.___.,_____ ._` - -, __ /� " ) / 1) INSTALL SEDIMENT TRAP AND DIVERSION DIKE FOR STAGING AND PARKING AREAS. ____ ____ __ . �__ " �, I / / '. --,---.--. -,----- ._____.____ ----------------__-, -I z -,/ �, 1, I ====:�� 5 C�—_--------,-,----,-----------------::_-��------- _ , - _. � , ________ ___________.____. _____ ,/' 21 INSTALL SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, AND WASH DOWN __4�� ---- ===��_ � __________ -I-- -------,--- - -.-.-- Martha � �________:1 - - - =_7 - __ - -,Sv-, ____1 _Y1, _:________ � __r,v� __=___� .. 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S .Q-, N� / / /// I �� __ / llr�l _ -=-- ,-" - \ � N — — — — — 15-SAN - - — _____ _�_ - --� .--- 45_='____ ::_� �15.1_��_______ --- ==,� I- lt� --:ffL,.-________6 1� I Jefferson Hospital M,-I,- -------,-.. =__ --- � - 3) PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN PROPOSED DIVERSION - - - - — - - -------- - '.._____ - ____ -------------- _- �_-CW_ I r- -iiit -,r--" ' �' ", , / il A - E __ ----- � -1 441 ��;::,z - - -.-.---. � -_ .30 Z31 Ir I ft - � - -- - _.!To — , I .— __� �;� ..--=:::! 1 --otst— - r _� ��LA = = = - - - = = _W___ , � / _ft_=__q!___ - Ile= ��__ ------- �� ,/ __ In --i-t-) _1 Z / / / 1 I J/ I - , UU L ___ __ ____ ft " ------- _� _____ �6_ !r� -7 , I CHANNEL AND DIVERSION DIKE FROM DOWNSTREAM - g j — I ,� - , � / / /, I lrl_�_ , 7 ___ - - __:M -A __ T_ - ... � ___ _,kL - . /I/ .��I�� -11 __ - ____1 V�' 0 1 � L '-i ', ! " /\ 1, j It 1 1111-77 - BENCHING INTO SLOPE UTILIZING AN EXCAVATOR EOUIPPED WITH AN ARTICULATING ______&&&Z1/ M = ----''- - -------- �-;4,a----_____ =,f,.:�__________ --- --__,_�_, "W" I , = = ,,I- - - :z- , . I � I I A ___ � /41 f DITCH CLEANING BUCKET. FINE GRADE/SHAPE AS WORK PROCEEDS WORKING - - _____7 li , I , I / / ----___7..�� y __�- - , ;;.---- 7/ __r __---- __ - I ///, �___ I 0`�__________ _____ _____� -_ 't i I � � / UPSTREAM UNTIL COMPLETION OF CONVEYANCE CHANNEL AND DIVERSION DIKE. I- - - ______-__ �,__ I ,.:�_ - -----X/ I I 11 140 f , - :_ - I I I t �kpll � 'I 11 j/ //// / f hews __----r-C(------- _----�_ . - %% / � � 1, ,, ) \ ,� III , " Iffilloo 5) STABILIZATION MEASURES SHALL BE APPLIED IMMEDIATELY AFTER CONSTRUCTION DUFLOPMENT COMPANY LLC D___ ______ �_, _____ --- _�,��-�T_-_ - OF STORMWATER CONVEYANCE CHANNEL AND DIVERSION DIKE. ;:( -.-- ______ - " I / rr z ;iz� ,� -435r ------ 42C ____ - - (_�� .- ) , Is I � i � � \� \ \\ \ k I .// I ' I I I I , /I PHASE I-R 15STIORM SEWER AN171 Q11TFA1 I INSTAI I ATION) ---; � - �,_____ - - -----, I _V_"� -1 "' - ,_ , - ii , . i I \ I - �, ___ I ,//` , _r*_____111�\_ b � - ,,�,�_::� -- / or-" M Ill � \ \ 1 �/// , lf / / l/ / I / ) // I 1) PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN SEDIMENT TRAP AREA. One Honey Creek Corporate Center [11 W 0 ----- . I fill // I ----�_ .' 10 � � / 0 '�_ , , � \ \ ! / /I '111" I / * 44r, // I---- \ \ \ \ III 1, I / // 1 I 2) CONSTRUCT DAM FOR SEDIMENT TRAP. 125 South 84th Street, Suite 401 11 - __ a I I / ____1 I / / / / \ \ \ 1 '11 [ Milwaukee, Wi. 53214-1470 / \�,\ I � V Hi I 3) CONSTRUCT TEMPORARY FILL DIVERSION FOR EXCAVATION AREA. ,\ I GRAEF I 11,:::____1r__:::::, --� " /� / Mr- _� �_ I '---' -_ I / 1 4j PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN AREA TRIBUTARY TO ANHALT 414-259-1500 / 'I-,' -, __�" --- �� ____"____z I i i 11 I / / :,,� 1.,`11_----__--__�- % , - � III, 11,13. SCHLOEMER z --- .,� ( I //z __ ___:� -.-- s I/ . I _Yl- I .) / / , - ______�i_ )�, �, I--,- I __ " � 5 ON OF FILL SLOPES TRIBUTARY TO SEDIMENT TRAP. and Associates Ime. 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START INSTALLATION FROM /// // P, E IL �PU -__--------- _� az:�--:�, ----- / f I - OUTFALL AND WORK UP TO SEDIMENT BASIN AS FILL SLOPES ARE CONSTRUCTED. � __ __ _� ,C - �_ - - __ -'I- _____._ - C;�, --Z:::�- :-::_- - !., , . / ------ ------#--- �,: 7 INSTALL TEMPORARY BULKHEAD IN MANHOLE AS SHOWN ON SHEET C520. , - . --------- __V___:��= - _____ - - :�_-,.,* // / // / __�,_ ___ _,_. _::,� _:__,�_:, I,--- 1_�� ,,,,______ _a________::�,____��____::�____ - I'll -- - 8) CONSTRUCT FILL SLOPES AND INSTALL SEDIMENT BASIN DAM. A __ A / / I W.-Iiii;_4 -a--- , ___ I __ __1 - .-' - �Z-1 - / / 0�01 ,.11______7_____:Z� __ X ,,4'�,' / --- ___----�:�--- -_ - 9) INSTALL PRINCIPAL SPILLWAY. .. ., / /*-, 11�_ *--,---------- 1�_ _� _1/ _____ _�� i _�� - _E�� 10) TEMPORARY DIVERSION STORM SEWER & ST . 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I ,_� !> \ e __ '71-- , �. ,,,\ - I ` I 11 / / 1 1 , I I, .,�,\ ,\ \ __1 - i I // ( / , / / /' i , i I 1 ,k___-----_ .",\ I \\ \ 11�, / / i / / / I I ; 1 , N -,- I ,_� 111/' * 1; \ � I I ( / / 1 I 1 � . . ,,�\ A \ ---. - - , ,- 11 I is I � ,I '\ , \ � �11 //// 1 / ", 1\ , �, _�,___ _�� I I \ ___ I � � I ��_ , /, -:5--_ 7_0�1�7` ��_� �____-, / I--- _/ // 4/1 ,/// / '1--\\3 CONSTRUCTION ACTIVITY AND SEQUENCE ��_�_ - __ - 11_---->____1 I I � % \ \ i ,'��_-_ � I h 1// , 101 - 1 ""�3v M= W � 1. � \ \11I, � h,/ / I ,//////// I _; 11� 10 \ 11,1111 /// // " / i i i / / i I I PHASE I-A (STORMWATER CONVEYANCE CHANNEL AND DIVERSION DIKE) / to ,/,__�_�_ - � \ 11 � I "I # k I � J,J1f1,Jj///,// 11/1,11il, '' " t L I I 1) I ID / - L-vel 11 '1-1,11 -�, # ,�___�_ \ i �D : - NSTALL SEDIMENT TRAP AND DIVERSION DIKE FOR STAGING AND PARKING AREAS. � . / ,-1_11 I--,' I -1 "I > .-.--f __�, , / / # / / \ \ I Im I// ('uq. 2006) 1 1� '�_ I , 1 i" I i 1 "'i 1 "', J I I_--- 6. / / I 5;z�l 11 - / 111.11 P , I I I I' 1 1 � I _,`0 INSTALL SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, AND WASH DOWN I/ ,,,-�,-- ___ - ::�_�-, � / // / / I - H AEAS. / / ,�_ _� - 'I- 1qf // 1� " -, � _�--__ - - / ,I 11 I 1 i I i I i i / / ,,"- � % _-, / -I-- --y / I ill"M H 3) PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN PROPOSED DIVERSION ", ; I :::�_ V/M ,�el, I 1 ; I i I __ �_1____�:_________ _:-_---", / DIKE AND STORMWATER CONVEYANCE CHANNEL AREA. / ,__ _____ --.--,--- / �� /I/ / - , I �'i � 48"CMP Ri.ser --,,-,, / 11 _______, ___.� , ------I! � -- "/ /I - Vpl � ) 155i;-�'5- . ------ �__ _____:::�� ,�---�:::��7 _;V V __�_- ---- / (' i / i I I- -' _'�_ C3 S h R c3 c, k 4, HANNEL AND DIVERSION DIKE FROM DOWNSTREAM _� _____ __------ ____--, , � Op - � ___� _ ______ � I IF i I ? a BENCHING INTO SLOPE UTILIZING AN EXCAVATOR EQUIPPED WITH AN ARTICULATING 1�_ -------- / 1_/ Z ,------�--:��'�,-��-----L--____---,--,,� __ - I . 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FINE GRADE tSHAPE AS WORK PROCEEDS WORKING ,-- __ ,�,_ _�_ - - - - ____ , , \ � , _�", UPSTREAM UNTIL COMPLETION OF COKIVEYANCE CHANNEL AND DIVERSION DIKE. / ------- --- �__�_ ------------ ______�/ 1/ , I ,,_� : i��___ _____� � 11, Ir �L ____ \, _�_____ _�� __ - ______�._____ ___� -11 - , , -__��- - _:::- -4L__�__ --- _0CJV1__ \ , - ;__15 - __1:7 :::I_ ___---------- _�� _ __�- --- / / ________:!:-- -_ - i , - I \ 1-1 ___1 - ______� - 51 STABILIZATION MEASURES SHALL BE APPLIED IMMEDIATELY AFTER CONSTRUCTION - -&____� - - _7_____ ___ - _-�� ,.,� OF STORMWATER CONVEYANCE CHANNEL AND DIVERSION DIKE. /11�, _____�__ 7� _:� �:Z_�_ �_ / ____AF-�_ ____ � _____ /"1 -1 11 __ I- ,�__7 ______ - - __ , //------------ I--_----- , __ / / �� " _,_,��.__- ______-`�T-- ._��'�g I Ci _::�_ �____�__ - =:-_,::�z-_zz,-7P---:7-:::�-.- - _�I, 11 _ � ____________ -R (I / / I // / , ____�� ________::i_-:��--- -----:- �- - _,�. ,� _____�� -_ PHARF I _9TQRU RFWFR ANQ 01 ITFALL INSTAI I ATION) / - - __�_7__:::_ . I ___ ...... ___ __ , �� -, - __1 _:___� , , ___ ___ - - ___:�:�� ;::::: / 1, - ___:::::=__ ------- , - �_ ____� -, (A I I - ____ - __ - ,�_ __7::��__---_ , I ) PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN SEDIMENT TRAP AREA. :1 - - I--- ___::::�: � bz::_ ,�A, - - -------__ - � '---. --- �� _-::�__::��_::::: // ___� ___ I---- :_-_-----�-�� _--, ----_ I �-___---�-�_ ::-------�-:--::::�__� 2) CONSTRUCT DAM FOR SEDIMENT TRAP. ,_- , , -i�-§��Z-_:7---::--, -,--- ��-- -�-�- ::�7:-_:- I------ _____ Z_ __ __ ___- .1 '1�1 1-1 - S __�______ 1___�_____:::____ �: E��-:::-:�--7:�::�::::-_-�7--:::�:�::_-:-- I -,- ,___ __V____ - - : _._�__ i____� I �� - -�-� �� 3) CONSTRUCT TEMPORARY FILL DIVERSION FOR EXCAVATION AREA. , � I z /Z ,,-�� - �"� ------,-" - _� __;��_ ::��_ - - z �� - __=:::� - ZZ7_---Z-:�-7:�- -:�� 7:::� -:-�::�- - / / / z , �, ___ _ �_ _ _-�-:::�-t Z_ i-__ - - _� �- �:::::: E�� - ----:::- -7- - __� it) PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN AREA TRIBUTARY TO /, " � ", ::�� --::--:::- - ::_��____ / ::::;�-��-- � �� - _*` , -:::-�I�-::�� --:� - ___::__�__� _:::- SEDIMENT TRAP. /X - X --- - -- -______f_,��__ E�� _:��_�::�:�:��_ :�:�___,___ - . ...... �_ `�, - - _�� -_ � -::: �___ �, I I / z Z 1--7�-1--_ ----:: - / / z z Y__--------7�� ,_- :::�__-__ _: - --b 9, i -'a,,,- ,�- __ _= - ��----_-- ::::�::::::�-f:�_ - ::1�_� 5) BEGIN CONSTRUCTION OF FILL SLOPES TRIBUTARY TO SEDIMENT TRAP. / X -,' I - -====:L - �:��-_,_ - I " ��/ _� 1��___ ___� ___ - __ T ,/ ,/z ,.�_ - - _1 !�� _� :::�__________7_ � / I i ,,-; ____:7 _____ -_ i ----__-�:::�_ _�__::��_____ ,) CONSTRUCT FILL DIVERSIONS AT TOP OF FILL SLOPES AND INSTALL TEMPORARY I I ____ -----------7��-----::::-��:�-7:::�----- 6 / I, "", !.I- ,��: ----I:-- -- __��-::�- - - ------ / z :� I <�� ___ I _��___:::::�__ - SEDIMENT TRAP. FILL DIVERSIONS AND SLOPE DRAIN . " // � __! � _- ::� - __ _____ TO BE FULLY OPERATIONAL AT THE END OF EACH WORK DAY. / / �/ // 'r z -,,� - " - W-- VR&WCE--:::��_-- -��-- / / / __w��_ ____ ::��__ . / / // I/ / / / ,,�, ,Z /" �______:�_____:� � ::::::____________� 7) INSTALL STORM SEWER PIPE OUTFALL AND RIP RAP. START INSTALLATION FROM / // 11 / / / / ff I � _� - -, --,.- I _____ ___ V___ _� �__-- / / I / / I , -0-1 I __ __ _�-� tav� ��__�__ _:��__ " --on - _____ DIMENT BASIN AS FILL SLOPES ARE CONSTRUCTED. , / / / -1 / ,/ � -,-- -- ___� :_-__ --- - --'---- INSTALL TEMPORARY BULKHEAD IN MANHOLE AS SHOWN ON SHEET C520. r* / / / / / A, I - :� ___ � _____ - , / / / / // -_ --- --- _--- - 0_ 1 ,5�1 ( I i I'>----- -_ -- - -_ :_ �� ------- ��,_� / I I / / / / / / / I/ .. / - ______ __� � ,__� -_ ------- SLOPES AND INSTALL SEDIMENT BASIN DAM. / I / / / �, _,f� z ,_ --------�---------------,;5vt--::�----- ,_ , ,//7 1-1 ,-- - ---- ------7, -- ____ 9) INSTALL PRINCIPAL SPILLWAY. I � I I i / / / / / / /1", / / z ,,- __� :__-- \<J1 / "I - ,-.--- (' / / It ,/ / / / /--,/ / /' / / ,��_ / /.,- ,---��, ___ - - r / / �, / " I ,- ,,- - ..... " 01 10) TEMPORARY DIVERSION STORM SEWER & STORMWATER CONVEYANCE CHANNEL � . / / I/ C/�/ 1�1 - 1___,_,�- --"-- --- .--- --.-- _� _______0 SHALL BE BROUGHT ON-LINE ONCE STORMWATER CONVEYANCE CHANNEL IS I -, I I I , / / / / // �, I -- _� , , , __, __--- � //, I,, / ;�4 7� - / � * ,,� " - -_ ::::��_ I -/-"/ . / �__ � >� .- :�,---__ -- FULLY STABILIZED, AS DETERMINED BY ALBEMARLE COUNTY FIELD INSPECTOR. ---- ,__ ------------- - � 1 1 I 1 ( 1-f, / / / / / /// / / / / //\, , �,./. ,/ //" � I __- ___- �- ____ t / ____ i -_ 1 I / it ,�- / / / / "I / /A . " I , � � --- � � , � I I I ,_ / / / / , - _/ /-,4 , �_�,___ 1 Rlb INSTALL SOIL STABILIZATION MATTING, TOPSOIL. SEED AND MULCH AREAS � T I ,I i ", / � * z � 'I-- � �_ _�, -------- -_ B LIGHT TO FINAL GRADE. I I I i I / 'ff / it! / / / / / , / / -� � �___ ____ -------- J" ! / / / �//// - �� __-- F) 11 11 I , , / ,,, ,,� / / , , / I / / ;� -_ i i i 1 J I III I /// * , - I - PHARF I-r- (STRFAM RFLOCATION ANn FILI SLOPFS) � I / , / , I I---- ___� 't�11 I I 1 � 1 1 1 ,J / I / / / / / / / I .�, 0 0 4* / I. / I---- ____ - I , / " 1/ / / / / / / / / / . I - ____ - 1 I / / I 1-1 -_ / 11 P I // / ,/ / // / �/ / I/ ,----- PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN SEDIMENT BASIN i 'I ) il ti \I / I // // / /// I ,,, / JUEA. --- " / ___ I �� /I / / / / I I -V // ". �_<_ ____�_ i i - , / t- , / 1, /�v /� / A � I , / I / // ,/ / / -,/I . "' I /, , 2) CONSTRUCT DAM FOR SEDIMENT BASIN. ___ / // / / �v It , / / // / / /// /// / / / // $ , 714 � �,� �_ ____ __ - �_ �/ / / // / /, / / // 111�1- - //,--' ,-" - 3) INSTALL PRINCIPAL AND EMERGENCY SPILLWAYS. � f/// . / I / / I / , / / / I il� / /, / //// / I ____ z � �, /// I , I 1 / It , / / / / , / �--. , �-.--.. . -, 0# 11� 4) CONSTRUCT TEMPORARY DIVERSION DIKES. FILL DIVERSIONS. AND RIGHT-OF-WAY / / / / / / / / I // I / // ,///// // i / / / I/ / / i / I / / -.A,.*. .. ". / I /Z /___ DIVERSIONS TO SEDIMENT BASINS. / I I / '*' I ,--*' / I / / / /r 7. . - I . I 11 / /, / / / / / / / " // / / / !// ( � , / , 5) REMOVE SEDIMENT TRAP. � I/ / / // `)fi, XEEE,K 5 *X 0 . I / / f / ill X / /I ii, Ili / It/ / / i / , , ( / , 0 1* % PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN AREA TRIBUTARY / I , / 4 "/ It / , , � I � I 1�" . ## T SEDIMENT BASIN. STRIP AND STOCKPILE TOPSOIL. I , I / / / " It / / // I ,I .. , . / I / %. � ## - / /' / /// / //// / , / / / / / / / / /// //// / / 7) PERFORM ROUGH GRADING FOR STREAM RELOCATION AND CONSTRUCT FILL SLOPES. // / / I / / * // / I'// 1/1, / " / I / / / / / / I Il k1i I, )` / / I , / / / / ��% - N'. - -, #4 8) COMPLETE FINAL GRADING. '/1 / i / �..-.. f# /I I I / / / 11 / / / / / / . 4� ,:.,x�..... . - - t'. . ### , Ulw / / / . I 0 , I # 91 INSTALL SOIL STABILIZATION MATTING. TOPSOIL, SEED AND MULCH AREAS Z /I/ / // //-"" ,,, " / I.- -I- ,I.-*-. . .. ;.� 0 BROUGHT TO FINAL GRADE. , , , , , ..-- , � , I // 11 ,,, /. .. . ,� , - .0 I I / / " I I I/ '. -1 . - . I I �, ..., 11, � S. 10) REMOVE SEDIMENT BASIN DOWNGRADIENT OF STREAM ONCE SITE IS STABILIZED. --.!:--, - 1z , 11 I/ -� / / , / / - -I I. (. -. I .,... .. .17, , Is Is I ,% . I , . ,./ V // / / / ,��p I. . �._s -0 . , 0 � .- �6 X0 I I I / / / � /� // / I ,�, I Nl�' . 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UJ �_ _J co W < (= 1�- (=:) .J �- CN 41<L Immosomm .......... :z .,e CO M CN U_ Z) .v.-- >_ WJ (= �_ M Z) 0 0 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL / AL SITE PLAN RE-SUBMITTAL / / 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 05/30/08 MASS GRADING AND EROSION CONTROL RE-SUBMITTAL / I/ 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL I / I , I I 04/11/08 MASS GRADING AND EROSION � CONTROL RE-SUBMITTAL � \I , 01/21/08 CONSTRUCTION BULLETIN I I I',- 12/21/07 MASS GRADING AND EROSION CONTROL RE-SUBMITTAL ___ 12/11/07 BID PACKAGE #1 _ _____ :�EE 12/07/07 MASS GRADING AND EROSION __� CONTROL RE-SUBMITTAL _____ . 11/07/07 BID PACKAGE #1, ADDENDUM #4 __ 10/10/07 MASS GRADING AND EROSION �� CONTROL RE-SUBMITTAL I 'F'--- I - 1, . 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE -_ 07/18/07 BID PACKAGE #1 I \ i 06/05/07 MASS GRADING AND EROSION � � , \ SEAL: " *1 \, - I, I,* �, * , , I -,-- - I % _--________--,__ --- ��,!!� 0 r��7�_�.��_-----__-- --'--'------,4 5 &-----. ______ I I ,� \", B� INNRX. _. / - - _,-r - -------------__,_----- ___ ", * I . 11 �_Inc!__ZQL�I_ 1�i,A"/z , or\,--- ---- . -_ - ._611, -- �--'* -, --- ____________ ________ , 411, \ V I , / �s F) Wa��-I. g os ." 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FAX 259 -0037 Rummel, Klepper & Kahl, LLP Comwilting Errgineer•s Z COUNTY FINAL SITE PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 05/30/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 10/10/07 05/23/08 � _J 04/11/08 (n Q O J 12/21/07 N Q — � co _Z U- � o Z 0 U 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 05/30/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 10/10/07 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 04/11/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 07/18/07 12/21/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL EROSION 12/11/07 BID PACKAGE #1 ADDENDUM 5 12/07/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 11/07/07 BID PACKAGE #1, ADDENDUM #4 10/10/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 07/27/07 SCHEMATIC DESIGN PRICING PACKAGE 07/18/07 BID PACKAGE #1 06/05/07 MASS GRADING AND EROSION SEAL: JOHN T. WCAATHy UC. NO. 43280 KEY PLAN: NTS Project No. 20060001.10 ffi �Dqj Sheet Title PHASE I RESTORATION PLAN Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. ESC -260 O N U to Ld O I O / O O / / V) / Q 0 80 160,_ Too ate f5 n. 35 0,,t 1 LEGEND • STORM DRAIN MANHOLE ■ STORM DRAIN INLET 0 STORM DRAIN OUTFALL — u O - - - - -- -- 4�50 EXISTING MAJOR CONTOUR ---- - - - - -- 450 --- - --- PROPOSED CONTOUR SF 0 APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY TEMPORARY PAVED CONSTRUCTION ENTRANCE O PROTECTION 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY O CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER �_ �_ OWN SATISFACTION. Z 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED CD RY TWt: Nr_c nt- TWt= NnAe 12 O 00 Q_ O O N O Z (n N � � 0 V d) J 0 80 160,_ Too ate f5 n. 35 0,,t 1 LEGEND • STORM DRAIN MANHOLE ■ STORM DRAIN INLET PLAN RE- SUBMITTAL STORM DRAIN OUTFALL — u STORM DRAIN PIPE - - - - -- -- 4�50 EXISTING MAJOR CONTOUR ---- - - - - -- 450 --- - --- PROPOSED CONTOUR SF SILT FENCE APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY TEMPORARY PAVED CONSTRUCTION ENTRANCE toOUTLET PROTECTION LIMITS OF DISTURBANCE _5` rs t 'g c ^c 1 , r Zk 450 'ISa II , ZI-1 / / / j' f ♦ .. 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' / �,�.,- u • �:i2T2��, /ice. � KahlerSlater Martha J efferson Hospital ews DEVE,LOPIVIEVT COMPANY I:LC One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A LT 414 - 258 -1500 SCHLOEMER and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLp .. C'omvdting Engineers Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL GENERAL NOTES PLAN RE- SUBMITTAL 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. (n 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY O CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER �_ �_ OWN SATISFACTION. Z 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED co RY TWt: Nr_c nt- TWt= NnAe yo n / 1 I LET ROTI IP 1 f, yy mfr ru r r 1 7 r y f NI i I a o. r • � v r' / � n • N � JJ o= F TUBE - TRAILERS • r g35- � ?� fi \71 1 / r ' •t !/ �� f1; a ' i / 2 O /r f 573 1 ( I � 4• N 4 h s" vS Y ► � f l sip p/9 p t IN OUT } TIt 4_ 1 1 0 -1 it \ ,( t'1.°° i ! f/ (j j / �'t• f l l f J ?� SNJ I 1.4 N I1 7• 1� �'— _ ��• Wit: - � � ;� \�� `mac -- . - '1 •.,�..'rs�_ I ` .f t / g t 4 -- Y ■ � ' � _ 1 t'-- - -- %/� \�Po ' �^ffiR ■a.lt _.--- _-- -__... �` ��?18�g�8` ; ~.r�� iti a,e`.� :.-o`, _._' -� `a"•� ff r t r, n �_�� f! ' / �,�.,- u • �:i2T2��, /ice. � KahlerSlater Martha J efferson Hospital ews DEVE,LOPIVIEVT COMPANY I:LC One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 A N H A LT 414 - 258 -1500 SCHLOEMER and Associates Inc. FAX 259-0037 Rummel, Klepper & Kahl, LLp .. C'omvdting Engineers Z PLAN FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL J EROSION CONTROL RE- SUBMITTAL M 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 04/29/08 MASS GRADING AND EROSION CONTROL AMMENDMENT #2 I— J co (n O J �_ �_ CN Z co L VJ CD Z 0 V 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 05/30/08 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 04/29/08 MASS GRADING AND EROSION CONTROL AMMENDMENT #2 SEAL: JOHN T. McCARTHY LIC. NO. 4,3290 KEY PLAN: TM ® ® NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title f PHASE I - CONSTRUCTION TRAILER EROSION & SEDIMENT CONTROL PLAN 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. ESC -270 0 80 160 Tol, 1 5 D.t Drm 2 7 WQ t 4��Io, LEGEND 'I P • STORM DRAIN MANHOLE X , J Q -ZAN;~ Boer- tac . - AREAS- STORM DRAIN INLET . \\Al STORM DRAIN OUTFALL ST STORM DRAIN PIPE 'lye 450 - - EXISTING MAJOR CONTOUR T •••....... 450------- PROPOSED CONTOUR SF - SILT FENCE IP STORM DRAIN INLET PROTECTION 'IVA' kl�o 500 7 ST SEDIMENT TRAP 510 Z INSTALL 5• WIDE N ITH DO DIVERSION SIDESLOPES. TIE N EXISTING 500 500 CONVEEYMGE� C EL. STA_ WITH D50=6 LRIPRAP. DIVERSION DIKE 500 \ / 45L) FD FILL DIVERSION 500 1 t ;' C ��l� O DIVERSION / / TSD TEMPORARY SLOPE DRAIN 500 �f TEMPORARY PAVED CONSTRUCTION ENTRANCE 9 i t/ 1 /` llllJ! 510 fl OUTLET PROTECTION P P /b SOIL STABILIZATION MATTING 12 % - f`' / / / / /J��/ /r f TREATMENT I (VDOT EC-2) 500 /,, // ; // /, %% / /,/ ii r d SOIL STABILIZATION MATTING TREATMENT 2 (VDOT EC-3) ----------- LIMITS OF DISTURBANCE /, '/f /v i /// If - C/ V //1 -y GENERAL CONSTRUCTION NOTES FOR EROSION AND bLDIMLN1 CUNIHUL FJLANb 1 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY. AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO. OFF-SITE BORROW W OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 1 " 1Xo 8. DURING APPROVED OPERATIONS. WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED �i �;�/1 _0 BORROW AREA. 0 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. 0 EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS. STUMPS. WOOD, RUBBISH. AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF V) COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. LLJ 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH 0 SECTION 13-301 OF THE CODE OF ALBEMARLE. 0 14 BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER I tOUIPMENt SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT mAjWrAJNS LATERAL SUPPORT OR ORDER TO MINIMIZE ANY HAZARD TO ER PERSONS PHYSICAL DAMAGE TO &kENT LAND AND IMPROVEMENTS. AND 0 DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN _0 REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING. OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS/ACRE. AND IN THE MONTHS OF SEPTEMBER TO U) FEBRUARY TO CONSIST OF A 50 AP 50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND RIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH 19 TO < APPLIED AT 80LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE C) COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED 0 AT 9OLBS/I00SF. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER 0 SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. 0 PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95X Q0 KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY 0 BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES\ 0 ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. N 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER 11-11' EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS Q0 TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO CLEANED WHEN 5OX OF THE 12 0 WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT 00 a- 0 FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF X_ 0 N THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 0 0 V) Q 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 0 REMOVED WITHIN NEEDED SUBJECT SITE STABILIZATION WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY YHE COUNTY EROSION 00 CONTROL INSPECTOR. H�7,Hl ! * I I I ", -Y� VDOT COARSI AGGREGAT ki 400 411 .0 465 0 CS%n to U r�_ 0 RWD O CONSTRUC OF PHASE er ater ~�`� 1 �,l L, T N � � .! � � ��:,a �, ^� -- ----:� ��., �- - _ r' -- 520 _.-- .__-- -__... ---- -- --\, '-- %� =----- .• --_..� �-^-'` ; ` ` � , � t 1, � \ `� "'�, � ..,, -�- •^.. \, '`- .... - - - - -- ' -___ -- _.__ -.._ ., \ -Jff�/ ..,_ '~-_. ``~- _'`"~ --^... t 1 1 1 � � 1, �\�\ j, - - _ _ �` -_- -� -- -_ - -�� ^ F ONi H •�,,,,.�.__ \\ , \ _ r - - -_ tea - 1 -!,! '' ^� s �r' - - �- - r--.._ - � .- `'� - ;- �- . ^-- �- ' ==+ '�-= ��._, -. - \ \ _° v T-•._ f` � t i t , ti t 1 ; i , 1 Martha Iz i hi'll I I Jefferson Hospital NN '.WIDE; T IYL i fu 96 FT. (X 0 IF mat hews 1 717VELOPMENT COMPANY VLC - _"-- -- ____"__"- --{� ' = `='�_ ___ -.1_ � ''\ \\ r •1; � / I ! �/� t � / r r ! ,� j i � _"�Tr.� '^ , �, � ♦ F t 1 [ � i I i , )\ �•,• One Honey Creek Corporate Center ^' I/ _---'- Y �.� _ � - - =n .; MH ` \ \ r Irl � „ 1 , '4 1 ` J /J / % , I / J ' `' 1 1 , l ♦ ��.... -s. 1, 5 I.G. 24 ;fii 125 South 84th Street, Suite 401 - f j/ i 1 ! f / -_ GRAEF Milwaukee, WI. 53214-1470 X PORAR?, ST( ANHALT 88, P K!ra) LOT, SCHLOEMER -' _ � .� % \ � f � j o l t ' 1 j ` - f *E 414-259-1500 • j and Associates Inc. FAX 259-0037 ��`. �° 1 t I r �l l ,lr `� 1� ' � �` ,' , 4 � 1 � � ! , /' t // ��l t� � / ' / 1 � /Z J 1 ft� 1 I�l� � t t r t e ,�� %, I LET C Rummel, Klepper & Kahl, LLP / rr r 1 \ t I I /, : l/ ! , / J J / / / I I Considting Ftigineem � ♦, / /f/ I, j 11j rl+l a° g 2�si I � � 1 � tqq��jjjj �, i i � _ ! % �/� ' ; !' / / / % r J / // � � I! � r } ; 1P I F �PRE 48' R - I !'1 11 7 IL In :77 Z yi /X P 17 zz ----------- j p�j / % --�- - _- _ -- _- �_ ta lk _J 00 T, 1 `s _,_ ` _._ ^. ^, t� Z CN 4- P 7 00 M 04 / /� j .i _ __- ._._ -- _ _ i �' r I I OUT UL U C:) ) if a 0 C) 11 /A / / 4 A .4 P X /M Y, Nil V, \1 N 4r* "Is RIP IX v. 11. 3 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL N D 08/26/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL - ----- 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL ---------- 06/26/08 BP #2, CB 16 NT 8 3. T 05/30/08 MASS GRADING AND EROSION IS 7 � 7 AC NO. CONTROL RE-SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 04/11/08 MASS GRADING AND EROSION Ka I S1 CONTROL RE-SUBMITTAL 03/07/08 BID PACKAGE 2 01/23/08 MG & EC, RW & RWU 10/10/07 MASS GRADING AND EROSION CONTROL RE-SUBMITTAL I i yi I 1 1 -430 420 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 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 OWN SATISFACTION. 3• ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.OAA 111P E 'h K z o +1 1 ,k _-Z CONSTRUCTION ACTIVITY AND SEQUENCE r PHASE II -A (FILL SLOPES) AINSTALL SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE, AND WASH DOWN EAS. INSTALL EMERGtNCY SPILLWAY. T ``^ -^-- - -` -___ _ _ - - --_ _._ -- ----= J-- ~rte` --''.% ' / �-;_�: % /' ; � \� \ 2) REMOVE AND REPLACE EXISTING SANITARY LINE WITH NEW SANITARY LINE AS SOWN ON PLAN. CONSTRUCT SEDIMENT TRAPS AND BASIN. STABILIZATION MEASURES SHALL BE PLIED IMMEDIATELY AFTER CONSTRUCTION. APERFORM CLEARING AND GRUBBING OPERATIONS WITHIN PROPOSED DIVERSION D DIVERSION DIKE AREAS. CONSTRUCT DIVERSION ABOVE FILL SLOPES. GENERAL CONSTRUCTION NOTES CONSTRUCT DIVERSION DIKES AND INSTALL TEMPORARY SLOPE DRAINS. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY. 5) PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN FILL SLOPE AREA AND INCLUDING CONNECTION TO ANY EXISTING ROAD. A PERMIT SHALL BE OBTAINED BEGIN CONSTRUCTION OF FILL SLOPES. FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE 6) CONSTRUCT FILL DIVERSIONS AT TOP OF FILL SLOPES AND INSTALL TEMPORARY ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. SLOPE DRAINS TO DRAIN TO SEDIMENT TRAP. FILL DIVERSIONS AND SLOPE 40 . DRAINS TO BE FULLY OPERATIONAL AT THE END OF EACH WORK DAY. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. COMPLETE FINAL GRADING. INSTALL TOPSOIL SOIL STABILIZATION MATTING. SEED 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE AD MULCH ON SLOPES BROUGHT TO FINAL GWE. WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY PHASE II-B (HOSPITAL CAMPUS) CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 1) INSTALL INLET PROTECTION ON EXISTING STRUCTURES. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY 2) INSTALL SILT FENCE AND CONSTRUCT DIVERSION DIKES AND DIVERSION. OBTAINABLE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. PERFORM MASS EXCAVATION AND ROUGH GRADING AS NECESSARY FOR SITE 6. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE C NSTRUCTION. OPINION OF THE COUNTY ENGINEER. OR DISIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. COMPLETE FINAL GRADING. INSTALL TOPSOIL, SOIL STABILIZATION MATTING, SEED 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR AD MULCH. UNIFORM TRAFFIC CONTROL DEVICES. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE �THIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES PIPE - CLASS 111. ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND DISTURBED SOIL AREAS RESULTING FROM 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SEDIMENT BASINS. SEAL: KEY PLAN: PLM NOM W NOITIN 9" NTS Martha Jefferson Hospital Project No. 'b 20060001.10 Sheet Title PHASE 11 -A EROSION & SEDIMENT CONTROL PLAN Copyright Kohler Slater Architects, Inc. 2008 Ill 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. ESC-300 15" 5 rr �- _- `` 0 80 160 fff { LEGEND �t • ' ! / ! v;,ry:: o� '� `x °' "SB -- - -- '', • STORM DRAIN MANHOLE �` "" '1J � ' QfA STORM DRAIN INLET if ' i s ' --- STORM DRAIN OUTF ALL � ` ;N ` � .E I 8 - 450-' — sT STORM DRAIN PIPE r • a 1 — 450 - -- EXISTING MAJOR CONTOUR E T • �,. �__ _ , --- - - - - -- 450- - - - - -- PROPOSED CONTOUR --:fb 6 °_ o /, •\ /, \ _SF — SILT FENCE IP STORM DRAIN INLET PROTECTION 8 • 11, ST SEDIMENT TRAP ti DO DIVERSION 500 500 �� / DIVERSION DIKE 6 500 ' FD FILL DIVERSION 500 ;' i f TSD TEMPORARY SLOPE DRAIN TEMPORARY PAVED CONSTRUCTION ENTRANCE l / OUTLET PROTECTION SOIL STABILIZATION MATTING 12 TREATMENT 1 (VDOT EC -2) Spp I CONST CT PR EC SOIL STABILIZATION MATTI NG 1 1 / 1 T TR EA TM ENT 2 ( VDO T E C - 3 500 ----- - - - - -- LIMITS 0 F DISTURBANCE j o � , r z / i ' �� 1 'g�// l Al ' , (f j ;y ifli(Illj � I (i 'i'r / ``, ' � r' !• f �o � j � / f/ 1, I j i U V) / LLJ O / .I` % / f �' rL_ jI CD / 1 i ! / O \ i O CO O 1 390 O 00 a- O O N O N `, \ �`'.,�_,�, o- 38 c,�-__/ 00 £ - , EA T 'r � • Y RI - GHT , t1: - CON TR 1 1 �,I ! L I' �a.� �- , ►' ' ' ' ' ( I' j i` I � t I' 1 1 i 'i j(��fly- I , _: � � � 1 ' L♦ 11 / / { SEDI TRAP N0.4 cl- cr` � 5 f j \ W 414 - -- 400 !l � 1 f - ' >l 1 ,1 ,f r x1 I'•4 t� sit Q DIVE 10 DI . L6` fF__0 r-7 G / 4 / •- •oo#�► DIV DIN r ACCESS PATH Oki 520 N r lQhlerSlater Martha Jefferson Hospital = —_ s 1- •�. `os`Y -_�'�_ XI p FF �- 1is IDE TRAILER/ ! j =-=; - �—.. .�`` II _ IN / _ „ `♦ 96 FT. X 60 FT I f hews \ - _ ��' / (J �� _ - \ - \ - l �� 1 'yam • • ` \ ♦♦ 4 2 —W Et T E j tt DEVELOPMENT COMPANY LLC ` ar �- ♦ 24 / `; �I I �;� ;�� l �� ; { !/ �` / j ~-`- - �� s ♦i One Honey Creek Corporate Center 1 /! .4.24,3' 3 j 1 ' �j]/, ,� � � � i `�, `\` % IL 125 South 84th Street, Suite 401 %� / ? I �__ - '~` _ / `% / ''• • �, �\ \ GRAEF Milwaukee, WI. 53214-1470 PORAR*'. STONE • �, ANHALT I i• l�l� jj l -t. _ -� -_ : -- __ _ P KIN LOT. • \ 414 -- 251500 SCHLOEMER ;1 I =:t= _' _ _ -- __ i • ,� and Associates Inc. 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'-'� - .._.._ ._,r -'' __'r'._�� 1 ! f { - � —sue, ` O t i 5• \ J •2 1 C s II f \ I • l / �i / 0 2 n _ � 1 ( i 1 1 2 -i-- r 1 / _s <«« ✓ /�� ------ '----- - - - - -; 1 r ri r- �+ -a J- i ' ! f i P .-" =';�. —`T_ .._ f-`, - -._ � -�_-r' _ - ._ �i .r'� ?; � -- 'l t! l,,` i j. •``; -`b.: r�.a • • ` �'� . _ `-`" c;. I �. "" � _i ';_"t ' � ��" �...-- •"'�'_��-' - � /',./may'.- �`_`�_ ---83- ' ti� ' - - -T -'- . � �. _ % •,,�.<� - `\�slv - -� - \ � A � ` r lr/ /„ \ in 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL /26/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL � 06/26/08 BP #2, CB 16 'f 05/30/08 MASS GRADING AND EROSION Q \v r - Al CONSTRU �U ,PHASE II-AI r` s � � o Xx 1 CONTROL RE- SUBMITTAL j 510 \ ; 05/23/08 COUNTY FINAL SITE PLAN RE- SUBMITTAL 04/11/08 MASS GRADING AND EROSION t ;` CONTROL RE- SUBMITTAL / IF 1 03/07/08 BID PACKAGE 2 r' ! I 01/23/08 MG & EC RW & RWU 10110/07 MASS GRADING AND EROSION i f CONTROL RE- SUBMITTAL yTi r- CONSTRUCTION ACTIVITY AND SEQUENCE PHASE II -A (FILL SLOPES) ` INSTALL FENCE TEMPORARY CONSTRUCTION ENTRANCE, AND WASH DOWN - AREAS S T ALL EMERGENCY SPILLWAY. 2 REMOVE AND REPLACE EXISTING SANITARY LINE WITH NEW SANITARY LINE AS j SHOWN ON PLAN. �� 3) CONSTRUCT SEDIMENT TRAPS AND BASIN. STABILIZATION MEASURES SHALL BE SEDIME T BASIN __ APPLIED IMMEDIATELY AFTER CONSTRUCTION. i r / \NO. 3 `— _ _ �� _�' AD PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN PROPOSED DIVERSION COSTRUCT ION DIKE AREAS. CONSTRUCT DIVERSION ABOVE FILL SLOPES. 4,a _ ,o DIVERSION DIKES AND INSTALL TEMPORARY SLOPE DRAINS. 51 PERFORM CLEARING AND GRUBBING OPERATIONS WITHIN FILL SLOPE AREA AND BEG CONSTRUCTION OF FILL SLOPES. 6) CONSTRUCT FILL DIVERSIONS AT TOP OF FILL SLOPES AND INSTALL TEMPORARY SLOPE DRAINS TO DRAIN TO SEDIMENT TRAP. FILL DIVERSIONS AND SLOPE DRAINS TO BE FULLY P RATI T OPERATIONAL ONAL A THE END OF EACH WORK DAY. '100 fI o t �! 7) COMPLETE FINAL GRADING. INSTALL TOPSOIL SOIL STABILIZATION MATTING, SEED if it ` I' `- 390 AND MULCH ON SLOPES BROUGHT TO FINAL GLADE. GENERAL NOTES PHASE II -B (HOSPITAL CAMPUS) 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON. WAS 1) INSTALL INLET PROTECTION ON EXISTING STRUCTURES. OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE 914 _ MONTICELLO ROAD. CHARLOTTESVILLE, VIRGINIA. 22902 -5902. IN THE 2) INSTALL SILT FENCE AND CONSTRUCT DIVERSION DIKES AND DIVERSION. t SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY 3) PERFORM MASS EXCAVATION AND ROUGH GRADING AS NECESSARY FOR SITE i it I = �- �~` TOM LINCOLN SURVEYS IN FEBRUARY OF 1993, WITH UPDATES PER CONSTRUCTION. ` { r �� APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT -4° REFLECT CURRENT CONDITIONS. AD COMPLETE FINAL GRADING. INSTALL TOPSOIL, SOIL STABILIZATION MATTING. SEED J i MULCH. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED P/L CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS /HER THIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES J l / - OWN SATISFACTION. ARE NO LONGER NEEDED. J UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND DISTURBED SOIL AREAS RESULTING FROM 360 - -- _�_� 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO j PREVENT FURTHER EROSION AND SEDIMENTATION. BY THE N.G.S. OF THE N.O.AA. SEDIMENT BASINS. SEAL: JOHN T. McCARTHy W. NO. 43280 4 KEY PLAN: PLM WPM MA w9m NTS Martha Jefferson Hospital Project No. 20060001.10 Sheet Title PHASE II - B EROSION & SEDIMENT CONTROL PLAN Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. ESC -301 ag�5�o ♦+ �� - f erSiater J . / t � / ij ; � t + t ♦ � , � j `\ s -"_.r f � �a J 1 Is \ i ( � i � �;� . � � �.'' , � ,`C._ �� r • ; �\ \,Y._. J"_,__.- .._-- -_' -- \ � \ 1 j `-__ I � Martha Kahl . -� �= 1 _ . , • . ____ __� / � ---_ -. f ( Jefferson Hospital 0 80 160 \\ F I —� _— — - -- ` \ matthews \ .J1- \ f� �i • \) \ \ ! zo —_ _ .. --_� — ��.'��'` ` ' \ \\ DEVELOPMENT COMPANY LL : � 7 t i r " • t are •' - \ « /. s� +, �/ 1 I + 4 I I One Honey Creek Corporate Center a Mr 27 •nR. 9 7 -Cut LEGEND PROPOSED CONTOUR FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE 10 RE- SUBMITTAL SF SILT FENCE 500 • STORM DRAIN MANHOLE STORM DRAIN INLET 1 2 3 PROTECTION 500 500 500 STORM DRAIN INLET OP OUTLET PROTECTION 10 510 / SOIL STABILIZATION MATTING 12 STORM DRAIN OUTFALL EC -2 500 ) — sr STORM DRAIN PIPE - --- - - - - -- 450 - - - - - -- EXISTING MAJOR CONTOUR 450 PROPOSED CONTOUR FINAL SUBMITTAL 08/26/08 COUNTY FINAL SITE 10 RE- SUBMITTAL SF SILT FENCE 500 /f IP STORM DRAIN INLET 1 2 3 PROTECTION 500 500 500 03/31/08 ARB FINAL SITE PLAN SUBMITTAL TEMPORARY PAVED CONSTRUCTION ENTRANCE 9 510 OP OUTLET PROTECTION 10 510 / SOIL STABILIZATION MATTING 12 / TREATMENT 1 (VDOT EC -2 500 ) - — - - - - - - - - - LIMITS OF DISTURBANCE R� i / f--- `- =- ✓ J f �s, f ill RINCIPAL SPILLWAY it I. { EXISTING SEDIMENT r "All BASIN Ir off WO MAW" I g � I � .� �.t• ',s� � '� � � � i pr`s . t >t �% / / / ; 1111f 0 UIwi U V) Li GENERAL CONSTRUCTION NOTES FOR EROSION AND 0 SEDIMENT CONTROL PLANS O 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 0 PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT / OF LAND DISTURBING ACTMTY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. O 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND / TEN VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOO SPECIFICATIONS ANDVIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. / N 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN / INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO, OFF -SITE BORROW 0 OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION Q CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS O DETERMINED BY THE PLAN APPROVING AUTHORITY. O 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES O AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT O AT O UNTIL FINAL STABILIZATION IS ACHIEVED. O 8. DURING APPROVED OPERATIONS. WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 12 O ANYI NEICESSARY REPAIRS OR CLEANUPFTO PRODUCING THEN EFFECTIVENESS 00 IL O OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. O N 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED. DESIGNATED Ln BORROW AREA. ' - O 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. 00 00 EARTH / WOOD. RUBBISH, AND OTHER DEI MATERIALS ONLY. FREE OF ROOTS, STUMPS, Cn J Ill ! -M I i P �! i { p Iaf il�: �• 1 j 125 South 84th Street, Suite 401 �'.f - • _"�”" -,� - j7 •• +.�• �: 'da� : del ' / 2 tr N / J t ( ! / � � GRAEF M'I k WI 53214 -1470 11 f1 i i31 li / Flc: �Iil it „if �,Ili� - I , s ►j(,II'� �I,li!' !/��•. IP. 2 ��It1`�tllltyjj�i,F�`ftl'�S' 1�, ,� - • • '�` ' • yy 4l4 1 1 • �t t 1��F1 �1��Si�. #fib �� , / • • f • 3 i t ` ■ ,!� `� �� ` � \11,1` y t � \ r � � • • �: � ; �j •, •i '• •' a •• ••: •i '•� 1 IP t ii `v�°l�iy��j�11+IJ� {� j I "I \` ,.s�• ;• :' 3: Its; i °�I �� ` `�•: ,� ; �• ' IF 7 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF EXIS' DI I COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. DIKE 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW FILL OR WASTE ACTMTY INVOLVING INDUSTRIAL —TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM. 15. BORROW FILL OR WASTE ACTMTY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT OR ORDER TO MINIMIZE ANY HAZARD TO DAEMMAAGESt6 PHYSICAL BLLIC STREET BE USE OFF SLIDES SINKING. C�OLLLI PSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN. REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50 / 50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH It TO APPLIED AT 8OLBS 100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. • �klZ " J( i wau ee - , ., ; ' ,/ %' �` A N H A LT 414 -259 -1500 _ , `1.:,..- :: •.�• - - , . \ , \ �/ / SCHLOEMER and Associates Iwe. FAX 259 -0037 •. � � •. • asp �� F • • • . • '.• '. `\ � � \ � , `� � , I i � `� � � '\ ` ii 1• f t ` ff 11 'g, P� � , Rummel Klepper & Kahl, LLP � : �' ; • Ewa x: .. �.�.:ra'!i �, ♦• , •i `` ! ♦ • • < '►`:v "- ,• . � ' � {I . I�I `� ♦ • � COi1St! 7tIYl Etigineers U , e I , I • • f • • ! \ I ., F f 1 . _tt. • :xa .: , ♦♦ : w is � ■ /i • � (r/' „-,.r •: ib' . FUTURE PHASE � * 1.5E .: .•�. -•-.. � :.; •� •,, � : � •' ' • , � � ��; � : ' j 4 h k ILE • • • " • vt J(/ 1 x i • •:�• • •••i: i........ • : • ; • • f ■� • 4A F�. x .a • • , � f i SyiJ x x I • , : : • • : • � • � • 523: • !r §j4_J - lJ ; ; : • • - - • • �' �: • • :.,•..•..- • • • •�i- • • ; : • . • t ("jam• -.." i � ,,, � / / 5 - t 1 ; tam '° t • • mte4 7 5�! t • •� ti •� STOCKPILE • ,rpl;, :.. , - ; ; ' : + , , . r ` AREA ♦•• • J : : :..,_ ♦ ; • Q'� 4 hry t \ \\ `� • • • I � • , _/►••, • ••• •., �i, • � ` � •t • ,0,{ u; 52•-x! �� 1l J'i � ■ , • • , ••• iii � ; �.• : Y is • s / \\ C" /�ji � • ; •., •: • ; r . i ry "t t • E ING TPATIE IPr 3 ; AR CE ER A ; 1 k •. / r ♦ f ■ • J i r ♦ it � F s J� I ♦ ♦ �i t \ ti` zti /J v� /I •� � � $•• / -52. ♦ % `t �* --� sue., If 522 - y - I • u z : P• 0 3' t :• ! • : • d t • t •; • f \ e ■1 7• r N r,-J f ,� i �`._- 57Y-/� op : "'�-r � • • I •• { ••, � .., -! -rat =� � � ••� i ' ■ i i 1 EX TING'� i '� SEDIM _ t 3 "/ / f' /,/ a �/ a� qg0 'e.) 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER. PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED __-- AT 90LBS /1OOSF. INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER ----�' — SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% --�_ KENTUCKY 31 OR TALL FESCUE AND 0 -57L PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES\ + o _ ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER - -. EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS -- _ TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO CLEANED WHEN 5076 OF THE `-- -'— WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. = — 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE —�`- -- _ REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION WHEN MEASURES ARE NO LONGER NEEDED. SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. •x}11 i l' l i � i11 l � � {�i ' ; `_ ', t t4jill� 1 it I 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 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 OWN SATISFACTION. 3• ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.O.A.A. CONSTRUCTION ACTIVITY AND SEQUENCE 1 � INSTALL SILT FENCE. TEMPORARY CONSTRUCTION ENTRANCE, AND WASH DOWN AREAS. 2) INSTALL UTILITIES. INSTALL INLET PROTECTION ON PROPOSED STRUCTURES. 3) CONSTRUCT FOOTINGS AND FOUNDATION. 4) CONSTRUCT BUILDING. INSTALL PAVEMENT. ACOMPLETE FINAL GRADING. INSTALL TOPSOIL. SOIL STABILIZATION MATTING, SEED MULCH ON REMAINING AREAS. 6) CONVERT SEDIMENT BASIN INTO STORMWATER RETENTION BASIN. WIN LL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED. UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SEDIMENT BASINS. w CD Q � C0 M 2!! UL. = o cn z O U 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 /f 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 / SUBMITTAL 10110/07 MASS GRADING AND / CONTROL RE- SUBMITTAL t / 1 t A i` 1 If R� i / f--- `- =- ✓ J f �s, f ill RINCIPAL SPILLWAY it I. { EXISTING SEDIMENT r "All BASIN Ir off WO MAW" I g � I � .� �.t• ',s� � '� � � � i pr`s . t >t �% / / / ; 1111f 0 UIwi U V) Li GENERAL CONSTRUCTION NOTES FOR EROSION AND 0 SEDIMENT CONTROL PLANS O 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 0 PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT / OF LAND DISTURBING ACTMTY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. O 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND / TEN VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOO SPECIFICATIONS ANDVIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. / N 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN / INDICATED ON THESE PLANS (INCLUDING. BUT NOT LIMITED TO, OFF -SITE BORROW 0 OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION Q CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS O DETERMINED BY THE PLAN APPROVING AUTHORITY. O 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES O AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT O AT O UNTIL FINAL STABILIZATION IS ACHIEVED. O 8. DURING APPROVED OPERATIONS. WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 12 O ANYI NEICESSARY REPAIRS OR CLEANUPFTO PRODUCING THEN EFFECTIVENESS 00 IL O OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. O N 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED. DESIGNATED Ln BORROW AREA. ' - O 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. 00 00 EARTH / WOOD. RUBBISH, AND OTHER DEI MATERIALS ONLY. FREE OF ROOTS, STUMPS, Cn J Ill ! -M I i P �! i { p Iaf il�: �• 1 j 125 South 84th Street, Suite 401 �'.f - • _"�”" -,� - j7 •• +.�• �: 'da� : del ' / 2 tr N / J t ( ! / � � GRAEF M'I k WI 53214 -1470 11 f1 i i31 li / Flc: �Iil it „if �,Ili� - I , s ►j(,II'� �I,li!' !/��•. IP. 2 ��It1`�tllltyjj�i,F�`ftl'�S' 1�, ,� - • • '�` ' • yy 4l4 1 1 • �t t 1��F1 �1��Si�. #fib �� , / • • f • 3 i t ` ■ ,!� `� �� ` � \11,1` y t � \ r � � • • �: � ; �j •, •i '• •' a •• ••: •i '•� 1 IP t ii `v�°l�iy��j�11+IJ� {� j I "I \` ,.s�• ;• :' 3: Its; i °�I �� ` `�•: ,� ; �• ' IF 7 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF EXIS' DI I COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. DIKE 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW FILL OR WASTE ACTMTY INVOLVING INDUSTRIAL —TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM. 15. BORROW FILL OR WASTE ACTMTY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT OR ORDER TO MINIMIZE ANY HAZARD TO DAEMMAAGESt6 PHYSICAL BLLIC STREET BE USE OFF SLIDES SINKING. C�OLLLI PSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN. REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50 / 50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH It TO APPLIED AT 8OLBS 100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. • �klZ " J( i wau ee - , ., ; ' ,/ %' �` A N H A LT 414 -259 -1500 _ , `1.:,..- :: •.�• - - , . \ , \ �/ / SCHLOEMER and Associates Iwe. FAX 259 -0037 •. � � •. • asp �� F • • • . • '.• '. `\ � � \ � , `� � , I i � `� � � '\ ` ii 1• f t ` ff 11 'g, P� � , Rummel Klepper & Kahl, LLP � : �' ; • Ewa x: .. �.�.:ra'!i �, ♦• , •i `` ! ♦ • • < '►`:v "- ,• . � ' � {I . I�I `� ♦ • � COi1St! 7tIYl Etigineers U , e I , I • • f • • ! \ I ., F f 1 . _tt. • :xa .: , ♦♦ : w is � ■ /i • � (r/' „-,.r •: ib' . FUTURE PHASE � * 1.5E .: .•�. -•-.. � :.; •� •,, � : � •' ' • , � � ��; � : ' j 4 h k ILE • • • " • vt J(/ 1 x i • •:�• • •••i: i........ • : • ; • • f ■� • 4A F�. x .a • • , � f i SyiJ x x I • , : : • • : • � • � • 523: • !r §j4_J - lJ ; ; : • • - - • • �' �: • • :.,•..•..- • • • •�i- • • ; : • . • t ("jam• -.." i � ,,, � / / 5 - t 1 ; tam '° t • • mte4 7 5�! t • •� ti •� STOCKPILE • ,rpl;, :.. , - ; ; ' : + , , . r ` AREA ♦•• • J : : :..,_ ♦ ; • Q'� 4 hry t \ \\ `� • • • I � • , _/►••, • ••• •., �i, • � ` � •t • ,0,{ u; 52•-x! �� 1l J'i � ■ , • • , ••• iii � ; �.• : Y is • s / \\ C" /�ji � • ; •., •: • ; r . i ry "t t • E ING TPATIE IPr 3 ; AR CE ER A ; 1 k •. / r ♦ f ■ • J i r ♦ it � F s J� I ♦ ♦ �i t \ ti` zti /J v� /I •� � � $•• / -52. ♦ % `t �* --� sue., If 522 - y - I • u z : P• 0 3' t :• ! • : • d t • t •; • f \ e ■1 7• r N r,-J f ,� i �`._- 57Y-/� op : "'�-r � • • I •• { ••, � .., -! -rat =� � � ••� i ' ■ i i 1 EX TING'� i '� SEDIM _ t 3 "/ / f' /,/ a �/ a� qg0 'e.) 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER. PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED __-- AT 90LBS /1OOSF. INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER ----�' — SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% --�_ KENTUCKY 31 OR TALL FESCUE AND 0 -57L PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES\ + o _ ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER - -. EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS -- _ TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO CLEANED WHEN 5076 OF THE `-- -'— WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. = — 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE —�`- -- _ REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION WHEN MEASURES ARE NO LONGER NEEDED. SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. •x}11 i l' l i � i11 l � � {�i ' ; `_ ', t t4jill� 1 it I 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 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 OWN SATISFACTION. 3• ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.O.A.A. CONSTRUCTION ACTIVITY AND SEQUENCE 1 � INSTALL SILT FENCE. TEMPORARY CONSTRUCTION ENTRANCE, AND WASH DOWN AREAS. 2) INSTALL UTILITIES. INSTALL INLET PROTECTION ON PROPOSED STRUCTURES. 3) CONSTRUCT FOOTINGS AND FOUNDATION. 4) CONSTRUCT BUILDING. INSTALL PAVEMENT. ACOMPLETE FINAL GRADING. INSTALL TOPSOIL. SOIL STABILIZATION MATTING, SEED MULCH ON REMAINING AREAS. 6) CONVERT SEDIMENT BASIN INTO STORMWATER RETENTION BASIN. WIN LL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED. UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SEDIMENT BASINS. w CD Q � C0 M 2!! UL. = o cn z O U 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 10110/07 MASS GRADING AND EROSION CONTROL RE- SUBMITTAL SEAL: KEY PLAN: PM MIRTH TRUIE TM NTS ® ® Martha Jefferson Hospital Project No. 20060001.10 b Sheet Title PHASE III EROSION & SEDIMENT CONTROL PLAN Copyright Kohler Sloter Architects, Inc. 2008 111 West Wisconsin Avenue, Milwoukee, Wisconsin 53203 Telephone 414.272.2000 Fox 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 608.283.6300 Fox 608.283.6317 Sheet No. ESC -305 BE MATUF u r'ATurr7 IUd TH NIAA / I .r J f�. 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', .E. = 396.75 WET STORAGE P OVDE6 = 236.2 C.Y. 1 , , - ' _____ _________ _ --- --- DRY STORAG E -- UIRED (67xDA) = 234.5 C.Y. . I I t �. �t "' _____ . DRY S C.Y. . !� z ", , " -, % I " 1 , k \ \ 1 1 \% \ , t PROTECT WITH" ,. "., CLASS AIZAP " " ", 11� '.I IZ .,.1�1_ " "I'_ _ NOTE: " \ \ \� 1\ \1 ,., , -,- - ------- .__.___ -EXl-ST..__C NTOUR INTERVAL: - FO 11 % ERVAL: 2 , OT \1 I I I . SE61MENT ELAS14- -NO -3 t\ '11, \ I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII -_ ]IIIIIIIIIIIIIIIIIIIIIIIIII 0 .\ 10 \ 20 � I � � � \ \1. \ DRAINAGE AREA 2:;10 AC � ES \ � - I I I \-\1 SEDIMENT TRAP VOLUME� , � 4 EL. (Ft) AREA (SF) i',, VOLUM)E (CY) t i 444 \ t 869 i 0 ; I ' I � i � i ; . 445 �t 989 � 34.4 t i 1 I I t . 446 ; 1 1 16 t i 73.3 � I i I . , I t 447 : 1250 ; I �� 117.1 ; I t � �; 448 1 1535 �. 168.6 ; I I . I � - I , i 449 1 1846 � ; i 231.1 I t t 450 2182 305.6 . i % 1 451 i 2542 393. 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Z ilg� CIO M CN LL 3 v- . �: Cn (=:) M =) 0 C.) I- 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 9 08/26/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL F_Q_ 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 06/26/08 BP J2, CB16 -,---- --, GRADING AND EROSION . CONTROL RE-SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 04/11/08 MASS GRADING AND EROSION 7 CONTROL RE-SUBMITTAL - SEAL: / . . Ill -'. . I . . . 1� ,.., - /--_,� . I • I : ,f : . , ... , I I I I : • . : Ir , . . . . : : , : :/ : : : I . I.. / . . I/ .7 _ - . , , . I - __�::___ . - • . - - : - .-: . � . " #. . _ , / " • � . ;/; . ; f. /: - . : ..-- , .. , .1 a , (_� _ TOP OF BERM EL. 492.00 . ,..A ■ : : , - • . : " V ., #, , ♦ I . '.. , / # . 0, � I/ , - : , , / X ? ,.# .'I , ; ; :fl • • , 11 - , , - WIDTH F BERM 2 0 FT - . . : " : & : . " , • a f, ; : , & %% / - / : a ; . . I 9 . IN ; / : # / I . . .i # • . • ,; l . . . . : . . 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' ,-.- .. _ - �_4 ---------- � - _ _ ... ._ -_ .- -- -_. -__ - -- ---..- ___ 9 CY DRY STORAGE RE RED (67xDA) = / , 1 C.Y. \\/ . • 4 \ l 1 . Z- Y. • � y ---,---- NO 1� \. . ...... ---------------- --------- _____ - - I/ ; :; .1 . . ; , i 11 � ; ) / E*ST. CO OUR INTERVAL: 24OOT / / . i . I L ; ) . / ! , L' . I � I I ` I 1( " .. � � , - _�___ - l / f I i\ I L 1. � � " '. e � � i , . , i I -_ I � t ! I I � I ! I � , i \ : �_ I I � I ! � , � �7 / .1 ; 1! . i SEDIM P __I�7____�_l __ I i - , Tft I __ - -------- ` Z ; . � E10 - Wo 4" \ . . _ � - 1 i I i � I f i � q ( ) i / I ; ; I -"- ----. / I/ .1 If I I z ; I I t ; il 11 � . / 'a / l I � 11, / i 11 z --,<) . . '. /Z / � i 11 ` / , / (__�/ / i ". ( , . `- I ,.-/ ! � z Z 'I., // .I,- // / / \\, -, /i ill .." "�,�,�,,� 1�1_1` /I I/ ,z / / ; 11 . _______ JOHN T. McCARTHY IJC. NO. 43280 KEY PLAN: PILM NORM W NORTH <?� NTS (I V> Martha Jefferson Hospital Project No. vo� 20060001.10 �Abpd Sheet Title EROSION & SEDIMENT CONTROL PLAN DETAIL SHEET Copyright Kohler Slater Architects. Inc. 2008 1 1 1 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. ESC-515 • * "" V 0. � * 0 0 � � _� . * \\ 0 * 0 . V . * %, 0 O� � ••••• 0 0 1. * 0 I 0 0 0 TOP *-DF bdi�M •4 . , 0 \ 0 . •. I \ 1 I 0. 1. t i 0 * i . I \ . 11 • . CD . . • • � - . � - ....... .... .*1'****'*1' '.' .. 1 1, . .... . o.. 6 ***" ,*,. I . . � .. .. ... .4, ... . . . ................ . . ........ - : • - ! I/ --------.--,-------- ... _ - _ DRAINAGE AREA 0.89 ACRES ---'-''- ___ - - __ SEDIMENT TRAP - VOLUMES_..._._..___. .... , - _ __ , I EL. (FT) ARIA` (SF)..._. �YPLUME (CY) . I _7 - - ----- . 1__5_I3_ 1780 0 - 518 2iib__-- ------, __73.g - , - 519-_ 2688 164.7 [ - - 520 _,SIW___, 273. C 1/ CY) -a /.,.\ . , In ,._ Ln / U / .// M Z, W I 0 01 , C) I,-,' 0 / , , � C "I. 0) -0 , / Q) �. i;5 / , , , / 11"-, ----j "'� 00 L() 'I"' \. � - - * * ,r--- I WET STORAGE REQUIRED (67xDA) = 59.6 C.Y. WET STORAGE PROVIDED = 90.7 C.Y. DRY STORAGE REQUIRED (67xDA) = 59.6 C.Y. DRY STORAGE PROVIDED = 74.0 C.Y. -------,-----.- NORMAL WATER EL. 518.20 �r_), EL. 5 0 A 2.0 fl_ \ , , � I \, \ , \ �3) . \ __ \ , , - . I , I � , L�l p', , .. - (;,-Ii � \ --- J , yl , -��! \_j . -TOP OF STONE WEIR EL. 5" BOTTOM OF STONE WEIR 51 WIDTH OF 71� R 5.5 FT � 11� f-', I I I R\ i%,_.�, (__�_\ k �'k 1, " " _! lk 'I',-,' . . I . : . , � I k _ -Z, 111- _ _1___ ........ .. _1 ..... . _..____....._____ I.-I-1-l" '._1_ I - ... - _ - - 1- 1, - ... ... NOTE: EXIST. CONTOUR INTERVAL: 2-FOOT - -- 1_._____ - _ __ - --- - ---- _ - - - _ - __., - '-- , ,�_ j , . ------ ". 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', .E. = 396.75 WET STORAGE P OVDE6 = 236.2 C.Y. 1 , , - ' _____ _________ _ --- --- DRY STORAG E -- UIRED (67xDA) = 234.5 C.Y. . I I t �. �t "' _____ . DRY S C.Y. . !� z ", , " -, % I " 1 , k \ \ 1 1 \% \ , t PROTECT WITH" ,. "., CLASS AIZAP " " ", 11� '.I IZ .,.1�1_ " "I'_ _ NOTE: " \ \ \� 1\ \1 ,., , -,- - ------- .__.___ -EXl-ST..__C NTOUR INTERVAL: - FO 11 % ERVAL: 2 , OT \1 I I I . SE61MENT ELAS14- -NO -3 t\ '11, \ I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII -_ ]IIIIIIIIIIIIIIIIIIIIIIIIII 0 .\ 10 \ 20 � I � � � \ \1. \ DRAINAGE AREA 2:;10 AC � ES \ � - I I I \-\1 SEDIMENT TRAP VOLUME� , � 4 EL. (Ft) AREA (SF) i',, VOLUM)E (CY) t i 444 \ t 869 i 0 ; I ' I � i � i ; . 445 �t 989 � 34.4 t i 1 I I t . 446 ; 1 1 16 t i 73.3 � I i I . , I t 447 : 1250 ; I �� 117.1 ; I t � �; 448 1 1535 �. 168.6 ; I I . I � - I , i 449 1 1846 � ; i 231.1 I t t 450 2182 305.6 . i % 1 451 i 2542 393. 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'. . # * # � ...... 1.!.*_.__ # - . - . . . - 'i -�--�...::,=: . .:-.. 1%% . . . . - .nom .* .. \ ** . .. . , .. , .... ** . 1. --.. .. .,. % - * . , . * '. . % . .:*.*% I . * . . . , - .. .. , ,. -, - .. " -- . 0 . - . - , : �. .0 I # I , .. # .. 1! .____-___. - ---- -...--- . %. -.:-. * . . i I . : : . : - . , ` # .V I , , ,�� - . ! , : - - - . ___.__._.__ * : I - - - : : I �' 4 i _,.�- # e, I 0 : I -*�.-, - . - � \If ... .I .. .. . I ._____,___1 . . \ ". : : _,__-t,�% , .. . , . - - .. - .. •0 : . r1� . . : • •• . . I k � I I I I i t � t t % T STORAGE REQUIRE,'. (67xDA) = 140.7 C.Y. , . 141.6 C.Y• - __ DRY'`: STORAGE REQUIRED (6'7`x0A)--14(Y.7C. DRY 'STORAGE PROVIDED = 4.1 C.Y. NOTE: EXIST. CONTOUR INTERVAL: 2-FOOT KahlerSlater a1 1, li 2 1___ _______ _1 - 1 � \\ Martha " Jefferson Hospital , , - _Z�l , , \ ,_j/ k\ I \ \ / I / = = 4; / 11 Ma f I 0 0 _..._. 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', .E. = 396.75 WET STORAGE P OVDE6 = 236.2 C.Y. 1 , , - ' _____ _________ _ --- --- DRY STORAG E -- UIRED (67xDA) = 234.5 C.Y. . I I t �. �t "' _____ . DRY S C.Y. . !� z ", , " -, % I " 1 , k \ \ 1 1 \% \ , t PROTECT WITH" ,. "., CLASS AIZAP " " ", 11� '.I IZ .,.1�1_ " "I'_ _ NOTE: " \ \ \� 1\ \1 ,., , -,- - ------- .__.___ -EXl-ST..__C NTOUR INTERVAL: - FO 11 % ERVAL: 2 , OT \1 I I I . SE61MENT ELAS14- -NO -3 t\ '11, \ I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII -_ ]IIIIIIIIIIIIIIIIIIIIIIIIII 0 .\ 10 \ 20 � I � � � \ \1. \ DRAINAGE AREA 2:;10 AC � ES \ � - I I I \-\1 SEDIMENT TRAP VOLUME� , � 4 EL. (Ft) AREA (SF) i',, VOLUM)E (CY) t i 444 \ t 869 i 0 ; I ' I � i � i ; . 445 �t 989 � 34.4 t i 1 I I t . 446 ; 1 1 16 t i 73.3 � I i I . , I t 447 : 1250 ; I �� 117.1 ; I t � �; 448 1 1535 �. 168.6 ; I I . I � - I , i 449 1 1846 � ; i 231.1 I t t 450 2182 305.6 . i % 1 451 i 2542 393. 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Z ilg� CIO M CN LL 3 v- . �: Cn (=:) M =) 0 C.) I- 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 9 08/26/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL F_Q_ 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 06/26/08 BP J2, CB16 -,---- --, GRADING AND EROSION . CONTROL RE-SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 04/11/08 MASS GRADING AND EROSION 7 CONTROL RE-SUBMITTAL - SEAL: / . . Ill -'. . I . . . 1� ,.., - /--_,� . I • I : ,f : . , ... , I I I I : • . : Ir , . . . . : : , : :/ : : : I . I.. / . . I/ .7 _ - . , , . I - __�::___ . - • . - - : - .-: . � . " #. . _ , / " • � . ;/; . ; f. /: - . : ..-- , .. , .1 a , (_� _ TOP OF BERM EL. 492.00 . ,..A ■ : : , - • . : " V ., #, , ♦ I . '.. , / # . 0, � I/ , - : , , / X ? ,.# .'I , ; ; :fl • • , 11 - , , - WIDTH F BERM 2 0 FT - . . : " : & : . " , • a f, ; : , & %% / - / : a ; . . I 9 . IN ; / : # / I . . .i # • . • ,; l . . . . : . . 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NO. 43280 KEY PLAN: PILM NORM W NORTH <?� NTS (I V> Martha Jefferson Hospital Project No. vo� 20060001.10 �Abpd Sheet Title EROSION & SEDIMENT CONTROL PLAN DETAIL SHEET Copyright Kohler Slater Architects. Inc. 2008 1 1 1 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. ESC-515 WET STORAGE REQUIRED (67xDA) = 59.6 C.Y. WET STORAGE PROVIDED = 90.7 C.Y. DRY STORAGE REQUIRED (67xDA) = 59.6 C.Y. DRY STORAGE PROVIDED = 74.0 C.Y. -------,-----.- NORMAL WATER EL. 518.20 �r_), EL. 5 0 A 2.0 fl_ \ , , � I \, \ , \ �3) . \ __ \ , , - . I , I � , L�l p', , .. - (;,-Ii � \ --- J , yl , -��! \_j . -TOP OF STONE WEIR EL. 5" BOTTOM OF STONE WEIR 51 WIDTH OF 71� R 5.5 FT � 11� f-', I I I R\ i%,_.�, (__�_\ k �'k 1, " " _! lk 'I',-,' . . I . : . , � I k _ -Z, 111- _ _1___ ........ .. _1 ..... . _..____....._____ I.-I-1-l" '._1_ I - ... - _ - - 1- 1, - ... ... NOTE: EXIST. 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', .E. = 396.75 WET STORAGE P OVDE6 = 236.2 C.Y. 1 , , - ' _____ _________ _ --- --- DRY STORAG E -- UIRED (67xDA) = 234.5 C.Y. . I I t �. �t "' _____ . DRY S C.Y. . !� z ", , " -, % I " 1 , k \ \ 1 1 \% \ , t PROTECT WITH" ,. "., CLASS AIZAP " " ", 11� '.I IZ .,.1�1_ " "I'_ _ NOTE: " \ \ \� 1\ \1 ,., , -,- - ------- .__.___ -EXl-ST..__C NTOUR INTERVAL: - FO 11 % ERVAL: 2 , OT \1 I I I . SE61MENT ELAS14- -NO -3 t\ '11, \ I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII -_ ]IIIIIIIIIIIIIIIIIIIIIIIIII 0 .\ 10 \ 20 � I � � � \ \1. \ DRAINAGE AREA 2:;10 AC � ES \ � - I I I \-\1 SEDIMENT TRAP VOLUME� , � 4 EL. (Ft) AREA (SF) i',, VOLUM)E (CY) t i 444 \ t 869 i 0 ; I ' I � i � i ; . 445 �t 989 � 34.4 t i 1 I I t . 446 ; 1 1 16 t i 73.3 � I i I . , I t 447 : 1250 ; I �� 117.1 ; I t � �; 448 1 1535 �. 168.6 ; I I . I � - I , i 449 1 1846 � ; i 231.1 I t t 450 2182 305.6 . i % 1 451 i 2542 393. 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NO. 43280 KEY PLAN: PILM NORM W NORTH <?� NTS (I V> Martha Jefferson Hospital Project No. vo� 20060001.10 �Abpd Sheet Title EROSION & SEDIMENT CONTROL PLAN DETAIL SHEET Copyright Kohler Slater Architects. Inc. 2008 1 1 1 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. ESC-515 NORMAL WATER EL. 518.20 �r_), EL. 5 0 A 2.0 fl_ \ , , � I \, \ , \ �3) . \ __ \ , , - . I , I � , L�l p', , .. - (;,-Ii � \ --- J , yl , -��! \_j . -TOP OF STONE WEIR EL. 5" BOTTOM OF STONE WEIR 51 WIDTH OF 71� R 5.5 FT � 11� f-', I I I R\ i%,_.�, (__�_\ k �'k 1, " " _! lk 'I',-,' . . I . : . , � I k _ -Z, 111- _ _1___ ........ .. _1 ..... . _..____....._____ I.-I-1-l" '._1_ I - ... - _ - - 1- 1, - ... ... NOTE: EXIST. CONTOUR INTERVAL: 2-FOOT - -- 1_._____ - _ __ - --- - ---- _ - - - _ - __., - '-- , ,�_ j , . ------ ". I - ___ - ____::______-___,______i / 1.1-1 __._____ 1 . 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', .E. = 396.75 WET STORAGE P OVDE6 = 236.2 C.Y. 1 , , - ' _____ _________ _ --- --- DRY STORAG E -- UIRED (67xDA) = 234.5 C.Y. . I I t �. �t "' _____ . DRY S C.Y. . !� z ", , " -, % I " 1 , k \ \ 1 1 \% \ , t PROTECT WITH" ,. "., CLASS AIZAP " " ", 11� '.I IZ .,.1�1_ " "I'_ _ NOTE: " \ \ \� 1\ \1 ,., , -,- - ------- .__.___ -EXl-ST..__C NTOUR INTERVAL: - FO 11 % ERVAL: 2 , OT \1 I I I . SE61MENT ELAS14- -NO -3 t\ '11, \ I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII -_ ]IIIIIIIIIIIIIIIIIIIIIIIIII 0 .\ 10 \ 20 � I � � � \ \1. \ DRAINAGE AREA 2:;10 AC � ES \ � - I I I \-\1 SEDIMENT TRAP VOLUME� , � 4 EL. (Ft) AREA (SF) i',, VOLUM)E (CY) t i 444 \ t 869 i 0 ; I ' I � i � i ; . 445 �t 989 � 34.4 t i 1 I I t . 446 ; 1 1 16 t i 73.3 � I i I . , I t 447 : 1250 ; I �� 117.1 ; I t � �; 448 1 1535 �. 168.6 ; I I . I � - I , i 449 1 1846 � ; i 231.1 I t t 450 2182 305.6 . i % 1 451 i 2542 393. 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', .E. = 396.75 WET STORAGE P OVDE6 = 236.2 C.Y. 1 , , - ' _____ _________ _ --- --- DRY STORAG E -- UIRED (67xDA) = 234.5 C.Y. . I I t �. �t "' _____ . DRY S C.Y. . !� z ", , " -, % I " 1 , k \ \ 1 1 \% \ , t PROTECT WITH" ,. "., CLASS AIZAP " " ", 11� '.I IZ .,.1�1_ " "I'_ _ NOTE: " \ \ \� 1\ \1 ,., , -,- - ------- .__.___ -EXl-ST..__C NTOUR INTERVAL: - FO 11 % ERVAL: 2 , OT \1 I I I . SE61MENT ELAS14- -NO -3 t\ '11, \ I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII -_ ]IIIIIIIIIIIIIIIIIIIIIIIIII 0 .\ 10 \ 20 � I � � � \ \1. \ DRAINAGE AREA 2:;10 AC � ES \ � - I I I \-\1 SEDIMENT TRAP VOLUME� , � 4 EL. (Ft) AREA (SF) i',, VOLUM)E (CY) t i 444 \ t 869 i 0 ; I ' I � i � i ; . 445 �t 989 � 34.4 t i 1 I I t . 446 ; 1 1 16 t i 73.3 � I i I . , I t 447 : 1250 ; I �� 117.1 ; I t � �; 448 1 1535 �. 168.6 ; I I . I � - I , i 449 1 1846 � ; i 231.1 I t t 450 2182 305.6 . i % 1 451 i 2542 393. 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NO. 43280 KEY PLAN: PILM NORM W NORTH <?� NTS (I V> Martha Jefferson Hospital Project No. vo� 20060001.10 �Abpd Sheet Title EROSION & SEDIMENT CONTROL PLAN DETAIL SHEET Copyright Kohler Slater Architects. Inc. 2008 1 1 1 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. ESC-515 ; .. _ .1., . .__.._. .. -.- .--' .-.". ."- .. - .-_-o" _,.' _ - -.- -.-.- .. .. . ... ..._._ . . _* . , _. .... 5 o."', . 40_ - ........ . 2 .. 40 - -. ' .. .._ .. - .,-.-..- _... _ .._.- . . ..-,.-. --- _ ",'o, .. ..!- ,'',-, ' . 401 ..... _ ... 0 .... . . . •- ...... . I : : I i . . : ; I � t � .. / 400 . ... "7o "",3 - ` / X " . 1 __ _- 398 " I I t t � % t I I i t 11 t \ I I I " 1 1. t 1 1 . " 111. \ .I ." 12" OU TFA -L..- L 1. .-. 1 . _ _ . -WET STORAGE REQUIRED: _(6;xDA. ) = 234.5 C.Y.i . ', .E. = 396.75 WET STORAGE P OVDE6 = 236.2 C.Y. 1 , , - ' _____ _________ _ --- --- DRY STORAG E -- UIRED (67xDA) = 234.5 C.Y. . I I t �. �t "' _____ . DRY S C.Y. . !� z ", , " -, % I " 1 , k \ \ 1 1 \% \ , t PROTECT WITH" ,. "., CLASS AIZAP " " ", 11� '.I IZ .,.1�1_ " "I'_ _ NOTE: " \ \ \� 1\ \1 ,., , -,- - ------- .__.___ -EXl-ST..__C NTOUR INTERVAL: - FO 11 % ERVAL: 2 , OT \1 I I I . SE61MENT ELAS14- -NO -3 t\ '11, \ I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII -_ ]IIIIIIIIIIIIIIIIIIIIIIIIII 0 .\ 10 \ 20 � I � � � \ \1. \ DRAINAGE AREA 2:;10 AC � ES \ � - I I I \-\1 SEDIMENT TRAP VOLUME� , � 4 EL. (Ft) AREA (SF) i',, VOLUM)E (CY) t i 444 \ t 869 i 0 ; I ' I � i � i ; . 445 �t 989 � 34.4 t i 1 I I t . 446 ; 1 1 16 t i 73.3 � I i I . , I t 447 : 1250 ; I �� 117.1 ; I t � �; 448 1 1535 �. 168.6 ; I I . I � - I , i 449 1 1846 � ; i 231.1 I t t 450 2182 305.6 . i % 1 451 i 2542 393. 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Z ilg� CIO M CN LL 3 v- . �: Cn (=:) M =) 0 C.) I- 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 9 08/26/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL F_Q_ 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 06/26/08 BP J2, CB16 -,---- --, GRADING AND EROSION . CONTROL RE-SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 04/11/08 MASS GRADING AND EROSION 7 CONTROL RE-SUBMITTAL - SEAL: / . . Ill -'. . I . . . 1� ,.., - /--_,� . I • I : ,f : . , ... , I I I I : • . : Ir , . . . . : : , : :/ : : : I . I.. / . . I/ .7 _ - . , , . I - __�::___ . - • . - - : - .-: . � . " #. . _ , / " • � . ;/; . ; f. /: - . : ..-- , .. , .1 a , (_� _ TOP OF BERM EL. 492.00 . ,..A ■ : : , - • . : " V ., #, , ♦ I . '.. , / # . 0, � I/ , - : , , / X ? ,.# .'I , ; ; :fl • • , 11 - , , - WIDTH F BERM 2 0 FT - . . : " : & : . " , • a f, ; : , & %% / - / : a ; . . I 9 . IN ; / : # / I . . .i # • . • ,; l . . . . : . . 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I r - , - - , 'l ` , - - - :. *. .. % % . ?. t . �,, / I '.I .0 ".. 11 489.70/ - - . A % .;%, '. I. .." .. * . * . .. i . * . . /* . .. i V. , . . I . . . /f _ I -, -- ------ 1__ ;/ , . .__ - *. , % 11. ."*. , # _._�,, I ,__ - '. ;W * s ss i'. . - , - * _ . ....... ___._ z � z ._� , * s. .st, o. \-% *,: .. - .' ..I- I �__` .I--- z , - Z ... .. .,. I- - - .. i .. .. -i % - - -% . I * # . _ - TOP STONE' WEIR- ' .00 11 . ,_-/ � / 0 - �. :% 's. , % - . - . . -, *# -E ----.- ___' � - - ., s. . '! .. - 4. % �._ " .... • -' 0�1' _- . it _ . / / .. i*. • I --- L ..... _ • �_,__ BOTTOM OF SIONE WEIR -_ -.--." ___ ,,,, , , !. .. 0 ;1 %, .! .. ...r.' .,�/ .- _'_ ________._ \,* . , i . , .. .. __ -, I- ___ _____.____ ... ______._._ '$ .. **....d... , "Y' / % s.i` % .. ,,.. 1. . i s . -, . , **. 1, .-*,-, , '. s. r, . . . 1�... �,*IDTH OF WEIR 4.0 FT 'I / / , I ; t / • . . i � . 1I 1 I I t . � 1S -11 = 4 4 / I ( i. . o.. �I WET STORAGE PR ED .,m 50.2 C.Y . ' ,-.- .. _ - �_4 ---------- � - _ _ ... ._ -_ .- -- -_. -__ - -- ---..- ___ 9 CY DRY STORAGE RE RED (67xDA) = / , 1 C.Y. \\/ . • 4 \ l 1 . Z- Y. • � y ---,---- NO 1� \. . ...... ---------------- --------- _____ - - I/ ; :; .1 . . ; , i 11 � ; ) / E*ST. CO OUR INTERVAL: 24OOT / / . i . I L ; ) . / ! , L' . I � I I ` I 1( " .. � � , - _�___ - l / f I i\ I L 1. � � " '. e � � i , . , i I -_ I � t ! I I � I ! I � , i \ : �_ I I � I ! � , � �7 / .1 ; 1! . i SEDIM P __I�7____�_l __ I i - , Tft I __ - -------- ` Z ; . � E10 - Wo 4" \ . . _ � - 1 i I i � I f i � q ( ) i / I ; ; I -"- ----. / I/ .1 If I I z ; I I t ; il 11 � . / 'a / l I � 11, / i 11 z --,<) . . '. /Z / � i 11 ` / , / (__�/ / i ". ( , . `- I ,.-/ ! � z Z 'I., // .I,- // / / \\, -, /i ill .." "�,�,�,,� 1�1_1` /I I/ ,z / / ; 11 . _______ JOHN T. McCARTHY IJC. NO. 43280 KEY PLAN: PILM NORM W NORTH <?� NTS (I V> Martha Jefferson Hospital Project No. vo� 20060001.10 �Abpd Sheet Title EROSION & SEDIMENT CONTROL PLAN DETAIL SHEET Copyright Kohler Slater Architects. Inc. 2008 1 1 1 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. ESC-515 I- 09/08/08 COUNTY FINAL SITE PLAN FINAL SUBMITTAL 9 08/26/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL F_Q_ 08/08/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 06/26/08 BP J2, CB16 -,---- --, GRADING AND EROSION . CONTROL RE-SUBMITTAL 05/23/08 COUNTY FINAL SITE PLAN RE-SUBMITTAL 04/11/08 MASS GRADING AND EROSION 7 CONTROL RE-SUBMITTAL - SEAL: / . . Ill -'. . I . . . 1� ,.., - /--_,� . I • I : ,f : . , ... , I I I I : • . : Ir , . . . . : : , : :/ : : : I . I.. / . . I/ .7 _ - . , , . I - __�::___ . - • . - - : - .-: . � . 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'. 1.32.4' '6.8' 6.4'3.71. .8 _2'1.5'2.0'2.72.6'2.0 2.3 3.0 2.9 .8' g2 2. '2 .722'1.8'1.7'1 72.1'25'23 1.9 1. 0 °2.1 °1.9 .3`25`4- `4 -8' 4`3.41 1. 4' `0.9 1. 1. 4.7 °2.72.1 °19 1 ` 9 1.42. . 3.5'30'1- i'1 09 10.6'0. _ - 2.2`2.6] 6' . 6 24'1. .7' _ 2.42. 1. 1.9'2325 2219'73`25'2.4` . 1119' � __.__ 0.80.8`0.8 fl- _ -_ 0. -9 1.6'2 5 `3-2 2./ 2 1 2 6 3.3'2.7 1.5 1.4'1�T Tl '1A'1.3' 1.6 `28 .0 4.5 3.9 4 4.1 '3. `t. 17' - 0 °1.R .6 °2. °1. 1.9`22'2.52.2'171. 2' .9' . 1- 6'3.0'�1}� 5.7'3. '1 1. 0. 9 1.41.825 ��2.5 7 1 6'2.5'5.07.47 7.4`5.12. .6 1' . 1 ° .7 °i. °1 '2.. 74 2.3'1.6 1. 1.5`234.3'5_94.32 ` . 4 1. ' . 2.9- 3.4'3.6.3.8 5.3.3-6 16' 5b 2'1.6T 2. 2.0'1.5 2 52.3'4 4.3'2.4 3.0'3.4'38 ja!an'3a.'3.7'3. .5 °2. °1. - - d 8 1.3'25 7' .8 Z,'1,8' . '1 'i 1 ' .7'2.6 .9'7.4 5.0'2.6 .2.4'3.1 ' . t 7 `3.0 4.7 .0 °1 °1 ° .7 `3.0'5. 5.8'3.1 ' 4 .6°150 _ 1.17 0, %1 1- 729'40'4.5 ' 4.12.9'_. 1.93.3'. 2' L''6'�5'32'2.72.12.7'3.32.6'. 1.82.75T'7II�LTT -05.7' 7'1 �3 °3.9 °i. ° - 7'2.1/2.3,2 1;'1.8 `2 11311 4 1.6'2.4'4.3 6.0 6 6.0 *4.3 _ i%7' f7 -'l >71 8'1.7` . 'i 2 1.4'2.3`3.95. i . 8'2. 1 1 3 °l l °1 0`1.1,11.0`1 0' .9'0 1 '15 2.4' .4'6.4 4 64 4.3 2.3' 1.62.7 8 5.82.7. 4 - 4 4 .6` 284.2'4. 4 #4.1 2.8' . 4 5° \� 8 4 0 '1 -72,6'3 4'3.7 2 4 ,3.0 �3 4251 S - - 5 0;15;2.2 1 8 2.2.2 5 2.0 . .6 0°2.7 4 '2.0' i. 6.0 °1.9 °1.8 °1.7° 9 s- > _ w� = - -'1.4'1 },7 1. 3/3.6 °Zl / `2.1;21.5'2.4 .7 - -'� .7 2. 0 1.7 1 - GENM _ Nam 1. AL LONE REPRESENTS 1 0 LINE REPRESENTS 0.5 FOOTCANDLES AND INNER MOST X'` - - - OUTER MOST CALCULATION LINE OF THE LIGHT FIXTURES REPRESENTS 0.25 FIJOTCANDLES. MIDDLE LINE REPRESENTS.i 2. LIGHTING LEVELS WERE CALCULATED WITH A LIGHT LOSS FACTOR OF 1.0. 3. THE LKH[T FIXTURE POLE HEIGHT IS 30' -0', UNLESS NOTED OTHERWISE. _ POLES ALONG ENTRANCE DRIVE (WHICH ARE SHOWN AS CIRCLES) SHALL BE 20'-0' IN HEIGHT. a_ t' 21 SCALE: 1" = 60' -0" aa�■ I � lQhlerSkftr Martha Jefferson Hospital . , f]EVF.iAP�{TVT C'C)DdP�NY I;I.t' MMAWAU 10101 Innovation Drive - Sule 200, Milwaukee, Phone: 414.778.17001 Fax: 414.77823801 r-d@dngdu.com THIS BAR IS 1° LONG. IF IT MEASURES ANYTHING OTHER THAN 1 "ADJUST SCALE ACCORDINGLY. R&D Project No.: 207049 247 M Mdnft MreaN 1,lwwyr rw 100-JL 101A" Z O H U 00 C/) o Z N O U 0 O H O z 09/08/08 County Final Site Plan Resubmittal - 08/26/08 County Final Site Plan Resubmittal 08/08/08 County Final Site Plan Resubmittal 05/23/08 County Final Site Plan Resubmittal 01/28/08 County Final Site Plan Submittal SEAL: KEY PLAN: L11 a b c RM an ME wN NTS (�) 62), Martha Jefferson Hospital Project No. 206100.01 Sheet Title SITE PLAN - LIGHTING Copyright Kohler Slater Ardlt'6ects, kr- 2008 111 West W isoonsin Avenue, M1wwAow Vaconsin 53203 Telephone 414.2722000 Fax 414.2722001 44 E Wf in Street. Mattison, Wisconsin 53703 Tebphone 608.283.6300 Fax 608283.6317 Sheet No. EL100 FEATURES OPTICAL • Reflector - Self-flanged, specular clear or semi-diffuse reflector. Bounding Ray Optical Principle design provides lamp before lamp image and smooth transition from top of reflector to bottom. Minimum flange matches reflector finish. White painted flange optional. • Baffle/cone - Specular clear upper reflector. Microgroove baffle with white painted flange or specular black cone with flange that matches cone finish. MECHANICAL • 16-gauge galvanized steel mounting/plaster frame with friction support springs to retain optical system. Accommodates up to 7/8' thick ceiling standard. See Accessories for increased ceiling thickness capability. • Mounting bars are 16-gauge galvanized steel with continuous 4' vertical adjustment, held in place with tool-less, cam-action locking system. Post installation adjustment possible without the use of tools from above or below the ceiling. Shipped pre-installed. • Galvanized steel junction box with bottom-hinged access covers and spring latches. Two combination h"-3/4' and four h' knockouts for straight-through conduit runs. Capacity: 8 (4 in, 4 out) No. 12 AWG conductors rated for 90*C. ELECTRICAL SYSTEM • Die-cast aluminum lampholder housing. Designed for effective heat dissipation and positive light center positioning. • Medium-base porcelain socket with nickel-plated screw shell. Extended porcelain socket for "open fixture' rated metal halide lamps. • Prewired, enca sed- and -potted, 120/277V or 120/347V ballast tray module. Module can be attached before or after mounting of mounting/plaster frame. • Thermally-activated insulation detector. LISTING Fixtures are UL Listed for thru-branch wiring, recessed mounting and damp locations. Listed and labeled to comply with Canadian Standards (see Options). ENERGY Type Catalog number ............................. ....................................................................................................... HID Downfights 8" AH Open Reflector MH or HPS Lamp __7 9-3/16(23.3) C-0 7 ARerture: 7-7/8 (20.0) Ceilingopening: B-1/2 (21.6) Overlaptrim: 9-1/8 (23.2) T 17-3/4 (45-1) LER.DOL Annual Lamps Lamp Ballast Input 19-1/2 (49.5) Energy Cost Lumens Factor Watts 44 $5.47 (1)100W MHC 8700 1.00 125- All dimensions are inches (centimeters). Calculated in accordance with NEMA standard LE-5. ORDERING INFORMATION Example: AHIOOMBAR120 Choosethe boldfacecatalog nomenclaturethat best suits your needs andwriteitonthe appropriate line. Order accessories for reflector models. asseparatecartalog numbers (shipped separately). Vff Waunge"Innip, Reflectortype Finish Options AH Metal Halide BAR Clear (blank) Specular low 120 WLP With lamp (shipped separately). 50M MP50/C/U/MED BPIR Pewter iridescent 277 TRW White painted flange. (Standard with 70M MP70/C/U/MED SWIR Wheat LD Semi-diffuse 347 8MB.) 100M MPlO0/C/U/MED 8UBR Umber low iridescent LRICI Provides compatibility with Lithonia 150MI MP150/C/U/MED OCR Champagne Gold Reloc System. Color Corrected Metal Halid 82 8GIR Gold aRS5 Accessories Guartz restrike system (uses maximum 10OW DC base quartz lamp by others). 50MHC MPC501C/MED SIMB31 Black Baffle '(RSTD' (luartz restrike system with time delOY- 7OMHC MPC70/C/MED 8W Black Cone Order as separate catalog number. Operates like (IRS, except quartz 11111ITIP 1100MHC MPC100/C/MED SC8 Sloped ceiling remains on for two minutes after HID 150MHC MPC150/C/MED adaptor. Degree of lamp restrikes. High Pressure Sodium NOTES slope must be WS LU50/D/MED I Not available in 347V. specified (10D, 15D, ECI Emergency circuit (DC socket with 2 Ceramic arc tube consistent- color lamp. 20D, 25D, 30D). Ex: SC8 leads for connection to external 70S LU70/DIMED Philips MasterColor or GE ConstantColor. 1100. emergency power source; maximum IMS LUl00/D/MED 3 Not available with finishes. CTAS Ceiling thickness 150S LU150/D/MED 4 For compatible Reloc systems, refer to SF IOOW lamp). Single fuse. options and accessories tab. adaptor (extends 5 Not available with URSTD or EC. mounting frame to CSA Listed and labeled to comply with 6 Not available with (IRS or EC. accommodate ceiling Canadian Standards. 7 Not available with (IRS or ORSTD. thickness up to 2"). HEB Electronic ballast. GOTHAM ARCHITECTURAL DOWNLIGHTING A DIVISION OF ACUITY LIGHTING GROUP, INC. Q! 0 gothiam" 14001 rRoad Conyers Georgia 30012 am AH 8 OPEN DHID-220 *r%kialillidiandisarriany P 800 315 4982 F 770 860 3129 260HPS www.pthamlighting.com UKIW Notes: iobl� Type: .140 LINE low AM 141 PERFORMANCE SUPER ::IiiLONCE 4;;; GENERAL DESCRIPTION: TheGardool4fr4midd high ped=M3UWS=ceoft an refined lurninaire is designed to nalur* hqa* to wall surfam. The 41 luminairs is aviiii"wt three (a) diferent dwlW 60hillion -,a Forward Throw and a M Throw for H.O. SoUrM Up to 40OW, ants Wdum Throw bir Corripact Rwommuces up to aW. insects and contaminants. CUTOFF PERFORMANCE: 1141 kwinaiires kdaW in theivivial damillilgilill poskimw1h, afAgWs Im, provideldculiollf pokirmme. PFtEFDC 011STMOUT11011111 WATTAGE VOLTAGE R14M OPTIOM F H Enter the order code into the appropriate box atim. Now ewdoo resermtre righi rafefim a corifty*n.wol all corrowligns ardoortligtoJons are Valid. Refer to notes bdow for exciusions and lifnitatom, Forquest=or mmm pilease Donisfultibe faclory, 141 Trapezoidal Wedge Fr Forward Throw for reflector models. HSS Vff Wide Throw Quartz restrike controller and socket for a Avg UT Medium Throw fwrwbwo*. WATTAGE 0 QL Socket for a T-4 mini-cand halogen lamp 0 Must be field wired to a separate 120 volt 5.4 fe circuit. Max. 150 watt, reflector models only. 260111 Pulse start ballast for 175MH, 25OMH and 120 40OMH (120/208/240/27 7 volt) metal halide 40OMHI lamps. 175MH lamp is not available for 206 horizontal reflector units. 25OPSMH PSMU - A" a I at NOWH" 240 277 Pendant mount with 48'11220mm stem and 32OPSMHI HP5-WPmssuna,50*m 19.7:1 are painted same color as fixture. 350PSMJHII CF - G-W F1forascart fPL4 347 7.8 fc 400PSMH1 1 490 POB Driveway 0 2 QUAD J2o1POaf9W277OadarhaRxy to 977V 260HPS th9acicaptWitithFUD02.77V,0gloWh?',frW_ UKIW + 40OMPS Spa* twrvolwfar 1XvftWj02nV 0.4 fc 13.0:1 4.3:1 3 Aval" nth NT 0P*A Q*, *C,r1yT1Qh1 Gard� Lighting a101--007 AIiRghtsRe��v&l 2.9 fc 6010pla 0.4 fc; 18.5:1 7.3:1 85CF1 + 2.3 fc 8.3 fc 120CP6 20.8:1 5.8:1 West PaNng Area + 2.5 fc 7.7 fc 0.4 fc 19.3:1 Fusing KWAIWIIIII SRP Bronze Paint F BLP Black Paint PCs Buftont Type Phokmontrol imv&uVh277ya# Amab"2ww WP White Paint OS4- Ouartt Standby N P Natural Aluminum Paint QSTI Cluartz Standby - Timed Delay BGP Beige Paint Distribution 4. 0 o* Ummm Quatitz watialip is IWW SL SoNtelD DifflUfaing Lens oc Optional Color Pallint VT F " T3D Spam/ A4L af&�t�58-#5;i Save- PERFORMANCE SR3 ED-28 METAL HALIDE, Ldhonia-KAD- ShOwn ax OC-RAL7024. WS Wall Mourntiad Sm for Surkm Conduit sc Special Color Paint WSAJT Wall Mounited Box for Suffwa Condurt with 641 Uptift external fitter spe,�,A, 1&st soppiy �Vbr 09'r, WG Wire Guard Gardoo Lighting resseri� tri� right tc, change matevi a rrr<Wy the deWn or its Vocluct ttrithul GWdco Ugt*bV (800) 227-0758 nntdirWfon aS part of th� cornpanv� �ontinuinq produeA timpirwemeni piQgiarry Solife is a Registered 1611 CAovfs Barker Road (512) 753-1000 T,adennark of AFG ind�st,,�_ San Marcos, TX 7W66 FAX: (512) 753-7855 6�1 Copyright Oa,dw Ughfing 2�)01 2Cx)7 AJI Rights Fleserved International Cnpyright Secured www sille1iighling-corn A (3�ntyle Company 791 15-96M7 UNIVERSE COLLECTION TM UCL SR ANG (H) DATE UCL SR ANG FIXTURE OPTICS BALLAST COLOR 1 2 3 PAGE 1 OF 2 1 OPTICS OPTIONS 5 El H2 Type 2 horizontal reflector, flat glass Ions 0 H3 Type 3 horizontal reflector, flat glass lens El H4 Type 4 horizontal reflector, flat glass lens H5 Type 5 horizontal reflector, flat glass lens 2 BALLASTS E] 175 MH metal halide 120/208/240/277 volt El 250 MH metal halide 120/208/240/277 volt El 400 MH metal halide 120/208/240/277 volt Use clear, ED-28 lamps, mogul base lamps. Use ED 28 pin oriented lamps only for the reflector models. Lamps are not included. All ballasts are factory wired for 277 volts. 150 H PS high pressure sodium 120/208/240/2 It El 250 HPS high pressure sodium 120/208/240/277 El 400 HPS high pressure sodium 120120812401277 Use clear, E-1 8 lamps, mogul base lamps. Lamps are not included. All ballasts are factory wired for 277 volts. 3 COLOR El WHT white powder coat finish El BLK black powder coat finish El DGN dark green powder coat finish El DBZ dark bronze powder coat finish El GALV galvani7ed powder coat finish El VGR verde green powder coat finish El CRT corten powder coat finish El MAL matte aluminum powder coat finish El LGY light grey powder coat finish El ATG antique green powder coat finish El RAIL # El CUSTOM: JOB NAME: SOLD TO F`O# ARCHITECTURAL AREA LIGHTING 14249 Artesia Blvd / La Mirada, CA 90638 714 994.2700 / fax 714 994.0522 / www.aal.net Ref:UCLSRANG_H.pdf copyright 2003, design patented TYPE HOOD 4 ARM SEE POLE POLL 6 ARM SECTK)N 7 4 HOOD FINISH - OPTIONAL El COP copper shade 0 STS stainless steel shade The natural copper and stainless steel hoods are unfinished to develop a patina over time. All hoods for the OAL and GR3/GR5 have the underside of the hood finished in high reflectance white. 5 OPTIONS FLD LDL - lightly diffused finish on flat glass lens Vol 200 240 2ZZ 347 480 for reflector models. HSS House side shield for reflector models. El QRS Quartz restrike controller and socket for a Avg T-4 mini-cand halogen lamp, maximum 150 Min watt, reflector models only. 0 QL Socket for a T-4 mini-cand halogen lamp 0 Must be field wired to a separate 120 volt 5.4 fe circuit. Max. 150 watt, reflector models only. El PSEI Pulse start ballast for 175MH, 25OMH and Loading Dock 40OMH (120/208/240/27 7 volt) metal halide 2.9 fc lamps. 175MH lamp is not available for 0.4 fc horizontal reflector units. 0 347 120/240/347 volt ballast for HID lamps. El PMS Pendant mount with 48'11220mm stem and 5.9 fC canopy with swivel. The stem and canopy 19.7:1 are painted same color as fixture. El SLC Solid cover blocks any light emission STATISTICS MT valtatue Vol 200 240 2ZZ 347 480 226OF4 PCs UQ 20 20 ZZ Description Symbol Avg Max Min Max/Min Avg/Min ER Driveway/Parking Area 0 1.9 fe 5.4 fe 0.4 fc 113.51 4.8:1 Loading Dock 11 2.9 fc 19.7 fc 0.4 fc 49.3:1 7.31 Mobile Tech Parlding Area 0 2.2 fc; 5.9 fC 0.3 fc: 19.7:1 7.3:1 Northeast Parking Area + 2.6 fc 7.8 fc 0.4 fc 19.5:1 6.5:1 POB Driveway 0 3.7 fc 10.8 fC 0.7 fc 15.4:1 5.31 POB Parking Area + 1.7 fc 5.2 fc 0.4 fc 13.0:1 4.3:1 Roadway *C,r1yT1Qh1 Gard� Lighting a101--007 AIiRghtsRe��v&l 2.9 fc 7.4 fc 0.4 fc; 18.5:1 7.3:1 South Parking Area + 2.3 fc 8.3 fc 0.4 fc 20.8:1 5.8:1 West PaNng Area + 2.5 fc 7.7 fc 0.4 fc 19.3:1 6.3:1 Notes: Job: Type: 100 LINE 10 1 PERFORMANCE SCONCE GENERAL DESCRIPTION: The Gardco 101 Trapezoidal Wedp high perlormance sconce offers an excelleni allemalive Io urtsiptly wall mounted figures, These archilectural� relined lurninaires are de§gned to Integrate naltralfy to wall surfaces, The 101 luminares are a4lade with tree (3) dtferent Anloution palterns - a wide throw, a mediurn throw and a forward throw. Each lurninaire is designed to acceo HID sources up to 176MH, and Compact Ruormnt opto (2) 42W. Housings are sealed throughout, oomplefe� excluding rnoisture, dug, insects and wnla*ants. CUTOFF PERFORMANCE: 101 luminaires installetl in the norrnal down�ght position, with a flaf glass len� providefull cutolf pleformance. PREFIX DISTROUrION WATTAGE VOLTAGE RNISH OPTIONS F.......... __._ Ever the order oode Into tie appropriaw box above Note. Gardco reserves the nght to refLise a configuraim Not all combinations and conliguratIons are valid Refer to notes below for exclusions and limitations For questons or conoems, please consult the faotory DISTRIBUTION 101 Trapezoidal Wedge Rafer to oonfiguration, awt beiow for FT Forward Throw Not Awftbfs *W, Fk�oresaent Larrips. 101EM Emergency Sconce available combinations. WT Wide Throw NotAteffaMe WfbFt F7dor4eso&ntL&npS_ 101 EMC Emergency Sconcia Cold Temperature M`T Medium Throw 01 EMR Remote Emergency Sconce WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART - 101 CONFIGURATION CHART - 101 EM OR 101 BAC Rvorescen MT valtatue Vol 200 240 2ZZ 347 480 226OF4 PCs UQ 20 20 ZZ VVP Whille Paint 00UH 0 0 0 42TRF OF SOMH 0 ONE 320-WATT CLEAR CONFIGURATION CHART - 101EMR POLY Polycarbonate Sag Lem ioow HiDma�imum_ GC Optional Color Paint H or in 4.90 V 10(W Ouartz mar�mum PERFORMANCE SR2 0 0 0 EMR Luminaires OnIX: ex. OC__1GPjr0C-,q4L,7024 UNIV Quartz 12V Emergency B84CG Bodine Emergency Battory Pack sc Special Color Faini HE, 4 WT OpZrc , M� f-50w H/D ma� irnt:.m UNIFV speafy must suppfy 000t Cb?P GLASS. Meets the 109w Qua,, L7 mwomom, Witt,, iumina�re�� a ro.�upp),,V, by Gardro, 0 UNIV 0 0 0 0 0 LIT 5* Uplilt 0 0 0 0 0 Criteria 0__ 0 0 Tra-I-�Tk of AFG indusiries for 175-400W. Metal halide 150W and below are standard with pulse-stan ignitor technology, sPecifications t *C,r1yT1Qh1 Gard� Lighting a101--007 AIiRghtsRe��v&l ONE 320-WATT CLEAR nt�rnitional COW ight S�uf�d wwwsitelighbng.com "TING A G�ri!�te conripany T3 KAD 320M SR3 Ulli ED-28 METAL HALIDE, Lithonial-KAD- 30000 1.00 368 (18.1 cm) UL listed 150OW, 600V. UNIV OPTICS, CLEAR FLAT HORIZONTAL POSITION. 320M-SR3.ies 4" locations, IP65 rated in accordarxe with standard IEC 529. UNIV UNIV (10.2 cm) (44.5 cm) GLASS. Meets the example below. IF MB Meffism 4001111115 UNIV 001012 'NIGKrnME FRIENDLY CSA CSA Certified F UNIV DAD12WB Degree arm (Wall)12 Criteria Rvorescen MT 1V Vol 200 240 2ZZ 347 480 226OF4 PCs Button Type Photocontrol n1a wl4sov WS Wall Mounted Box for Surface Conduit Raw anty perftaod- VVP Whille Paint S2TRIF 0 0 0 42TRF OF 0 0 ONE 320-WATT CLEAR CONFIGURATION CHART - 101EMR Camb;natiom markedt0th a dot or shown with 'UNIr are avaifebie farordefing. W-M&WHalide CMHE- Cerarritc WtaflHa#de with Electront Ballast HPS - Hgh Pressute SWIum QF - Qt,,ad Fluorescent TRF - Tripia Tube Fluorescent 1. Rwrescont eW CMHE kffnirrWres feature aiearomcDelfasts rretaccept 120V Vvough27711., 60hz to 80hz, input Spedly -UNIV- voltegfe for 120V ditrouqh 277V 2 Ona (1) lamp is powered m emergency mode- ORP Bronze Paint F Fusing 120Vthfou9h277V0n1y, WILIU11 Well-ocation Door for InvertadMount NIAWthWiGoptlon, OLP Black Paint PCs Button Type Photocontrol n1a wl4sov WS Wall Mounted Box for Surface Conduit Raw anty perftaod- VVP Whille Paint OS3 Quartz Standby WSIUT WS0pfionW/5*UpIill iReetantrypermitod NP Wil-r-aiAiuminum Nini 69V Ouartz Standby -7imed Delay W43 WireGUard Notavaibb1aw#hWLUoptoP 8GP` Beige Paint ONE 320-WATT CLEAR 3 HID only NIA im 0 CMHE Beflasts POLY Polycarbonate Sag Lem ioow HiDma�imum_ GC Optional Color Paint T2 or in 4.90 V 10(W Ouartz mar�mum PERFORMANCE SR2 Sp&c4fy Optkhrra I Cokror RAL 09244 Quartz Emergency EMR Luminaires OnIX: ex. OC__1GPjr0C-,q4L,7024 012W Quartz 12V Emergency B84CG Bodine Emergency Battory Pack sc Special Color Faini VP Less 4 WT OpZrc , M� f-50w H/D ma� irnt:.m Frr�_,rue,cy ffatrer3, Pa,*,� I.,,, EW A'U_PT,'�eorder,-d speafy must suppfy 000t Cb?P GLASS. Meets the 109w Qua,, L7 mwomom, Witt,, iumina�re�� a ro.�upp),,V, by Gardro, anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asyntimetric), SR3 SIL Softie- Diflusing Lens iasyrnmetric) and SR4SC (forward throw, sharp cutoff). segmented reflectors attach with 'NIGHTTIME FRIENDLY LIT 5* Uplilt 11751110111 INS' G3rd,-,-- Lighting rese�e_� the right to hmQe maienals,� .,J,ty th� -1,1s p,Ddu.�t Gardco Lighting (800) 227-0758 Criteria Ballast: High reactance, high power factor for 70-150W. Constant wattage autotransformer 1611 Clovis Barker Road (512) 153 1000 Tra-I-�Tk of AFG indusiries for 175-400W. Metal halide 150W and below are standard with pulse-stan ignitor technology, sPecifications San Marcos, TX 78666 FAX (512) 75J-7855 *C,r1yT1Qh1 Gard� Lighting a101--007 AIiRghtsRe��v&l ONE 320-WATT CLEAR nt�rnitional COW ight S�uf�d wwwsitelighbng.com "TING A G�ri!�te conripany T3 KAD 320M SR3 79115-124ffl9O7 LUMINAIRE SCHEDULE Notes Type FEATURES & SKCIFICATIONS Symbol Label Catalog Number Description Lamp File Lumens LLF wattis CONSTRUCTION 120 Tyke Length" AREA LIGHT WITH HIGH ONE 320-WATT CLEAR Soft Sqwre Lightiag frame has impact-resist", tampered, glass Ions that is fulty gasketed with one-piece tubular 0 T2 KAD 320M SR2 PERFORMANCE SR2 ED-28 METAL HALIDE, Litmia-KAD- 30000 1.00 368 0 available. 2407 po 0 05 6"arm OPTICS, CLEAR FLAT HORIZONTAL POSITION. 32OM-SR2.ies VP Less Anodized, aluminum hydroforined reflectors: IES full cutoff distributions 1`112 (asymmetric L R3 277 RPD_ Round 09 9" arm GLASS. Meets the PO Power tray'5 METAL HALIDE anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asyntimetric), SR3 100S 15OM3 iasyrnmetric) and SR4SC (forward throw, sharp cutoff). segmented reflectors attach with 'NIGHTTIME FRIENDLY 70W-40OW tool-less fasteners and are rotatable and interchangeable 11751110111 INS' HIGH PRESSURE SODIUM ELECTRICAL SYSTIEM Criteria Ballast: High reactance, high power factor for 70-150W. Constant wattage autotransformer 250S for 175-400W. Metal halide 150W and below are standard with pulse-stan ignitor technology, sPecifications 20' to 35' Mounting AREA LIGHT WITH HIGH ONE 320-WATT CLEAR copper-wound and 100% factory-tested. 0 T3 KAD 320M SR3 PERFORMANCE SR3 ED-28 METAL HALIDE, Lithonial-KAD- 30000 1.00 368 (18.1 cm) UL listed 150OW, 600V. Width: 17-1/2" (44.5 cm) OPTICS, CLEAR FLAT HORIZONTAL POSITION. 320M-SR3.ies 4" locations, IP65 rated in accordarxe with standard IEC 529. *Weight as configured in (10.2 cm) (44.5 cm) GLASS. Meets the example below. HS House-side shield MB Meffism 4001111115 001012 'NIGKrnME FRIENDLY CSA CSA Certified bronze DAD12WB Degree arm (Wall)12 Criteria DNA Natiffaill Distribution 208,24OV) AREA LIGHT WITH HIGH ONE 320-WATT CLEAR WBA Decorative wall bracket",13 PE3 NEMA twist-lock PE (34N) T3D KAD 320M SR3 PERFORMANCE SR3 ED-28 METAL HALIDE, Ldhonia-KAD- 30000 1.00 736 R3 IIES type III asymirriletricli KMA Mast arm OPTICS, CLEAR FLAT HORIZONTAL POSITION. 320MI-SR3.ies external fitter SC Shortening cap for PER GLASS. Meets the KTMB Twin mounting option R5S IES type V square bar 'NIGKMME FRIENDLY VG Vandal guard Segmented reflectors 9 Optional five-tap ballast (120, 208, 240, W G Wire guard Criteria SR2 IES type 11 asymmetric6 277,48OV). FRINDLY SR3 IES type III asymmetfic6 AREA LIGHT WITH HIGH ONE 320-WATT CLEAR cionalalwat .0 LEEW iltaills &BMW N i 0 T4 KAD 320M SR4SC PERFORMANCE SR4SC ED-28 METAL HALIDE, Littmia KAD- 30000 1.00 368 OPTICS, CLEAR FLAT HORIZONTAL POSITION. 320TA- Accmodes I Not available with SCWA. 13 Available with SP004 and SPOO9. GLASS. Meets the Order as separate catalog number. SR4SC.ies 2 Not available virith 480V. 3 Not available with TEV. 14 Must specify voltage. N/A with T& 15 Only available with SRZ SR3, & SR4SC Tenon Mounting Sliptifilter Number ot fixtUras 'NIGHTTIME FRIENDLY optics. Tenon O.D. One TwoU180' TwoO9O' ThreeC120' ThreeQ9O' FourO9O' 5 Reduced jacket E028 required for 16 Max allowable wattage lamp included. Criteria T20-280 T20-29021 T20-32020 T20-39020 T20-49020 SR2, SRS and SR4SC optics. 17 May be ordered as an accessory. 2-7/8' T25-190 T25-280 T25-29021 T25-320 AREA LIGHT VVIITH HIGH ONE 320-WATT CLEAR 18 See www.lithonia.corintrarcholors for 4" T35-190 T35-280 T35_29020 T35-320 T413 KAID 320M SR4SC PERFORMANCE SR4SC ED-28 METAL HALIDE, Lithonlia - KAD- 30000 1.00 736 OPTICS, CLEAR FLAT HORIZONTAL POSITION. 32OMI- GLASS. Meets the SR4SC.ies `NIGHTnME FRIENDLY' Criteria _IFS LARGE SCALE FULL CUT ONE 320 WATT MOG T3PT UCL-H3-32OMH OFF POST TOP BASE CLEAR ED-28 MH LICIL-1-13- 30000 1.00 295 LUMINAIRE WITH 25OMIKIES SEMISPECULAR REFLECTORS AND CLEAR FLAT GLASS LENS STAINLESS STEEL HARDWARE, CAPTIVE FASTENERS ON RELAMP DOOR. OPTICS ROTATE ON 90' CENTERS LARGE SCALE FULL CUT ONE 320 WATT MOG T4PT UCL-H4-32OMH OIFFPCISTTOP BASE CLEAR ED-28 MH UCL-H4- 30000 1.00 295 LUMINAIRE WITH 25OMKIES SEMISPECULAR REFLECTORS AND CLEAR FLAT GLASS LENS STAJNLESS STEEL HARDWARE, CAPTIVE FASTENERS ON RELAMP DOOR. OPTICS ROTATE ON 90* CENTERS AH 8" APERTURE OPEN ONE 100-WATT COATED 0A AH 1 DOM BAR DOWINLIGHT 100M ED-17 METAL HALIDE, OA- 8500 1.00 `125 VERTICAL BASE-UP 10OWMH - LTL7 POSITION. 957.1111es OE 101-MT-242TRF CLEAR FLAT GLASS LENS (2)42W TRI-TIJBIE FLUOR RATED 3200 LUMIENS Gardoo 101-2 3200 1.00 T7 42W TRT_M1 M242F AFS CLEAR FLAT GLASS CLEAR 40OMH/HOR OF 11411-FT400MH LENS PRORATED TO 1000 Gardoo 140 36000 1.00 455 LUMENS Forward Throw- 40OWMH M117 95M IFq CLEAR FLAT GLASS CLEAR 175MH/MED OG 101-FT-175MH LENS PRORATED TO 10DO M1F17M.ies 17500 1.00 210 LUMENS fA L /1 W, UYVIA ", 9, WrlJ M W I Catalog Number ORDERING INFORMATION For shortest lead times, configure product using standaird options (shown in bold). Example: KAD 400M R3 TB SPD04 LPI KAD Notes Type FEATURES & SKCIFICATIONS INTEWED USE I Ballast I 0 Ideal for parking areas, street lighting, walkways and car lots. QUELL= CONSTRUCTION 120 Tyke Length" Rugged, die-cast, soft comer aturninturn housing with 0.17 roffinal waft thickness. Die-cast door Shipped installed in -fixture Soft Sqwre Lightiag frame has impact-resist", tampered, glass Ions that is fulty gasketed with one-piece tubular halide pressure silicone. RNISH ballast KAD Standard finish is dark bronze (ODB) polyester powder finisfi, with other architectural colors induded 70M1,2,3 sOdiuml available. 2407 po 0 05 6"arm CWI Constant OPTICAL SYSTEM VP Less Anodized, aluminum hydroforined reflectors: IES full cutoff distributions 1`112 (asymmetric L R3 277 RPD_ Round 09 9" arm (asymmetric), Fill (forward thirow) and Ft5S isquare) are interchangeabla High-performance PO Power tray'5 METAL HALIDE anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asyntimetric), SR3 100S 15OM3 iasyrnmetric) and SR4SC (forward throw, sharp cutoff). segmented reflectors attach with isolated 70W-40OW tool-less fasteners and are rotatable and interchangeable 11751110111 INS' HIGH PRESSURE SODIUM ELECTRICAL SYSTIEM 70WAMW Ballast: High reactance, high power factor for 70-150W. Constant wattage autotransformer 250S for 175-400W. Metal halide 150W and below are standard with pulse-stan ignitor technology, sPecifications 20' to 35' Mounting super CWA pulse-stan ballast required for 20OW, 32OW and 35OW fSCWA optionl. Ballast is 200MAI copper-wound and 100% factory-tested. EPA: 1.2 f1.2 QRS Guartz restrike system's Sockoc Porcelain, horizontally oriarited medium base socket for 70-15M and mogul base "Weight 35.9 1 bs (116.28 kg) 7-1/8 socket for 175W and above, with copper alloy, nickel-plated screw Shell and center contact. Length: 17-1/2' (44.5 cm) (18.1 cm) UL listed 150OW, 600V. Width: 17-1/2" (44.5 cm) 23050HZID USTING UL Listed (standard). CSA Certified (see options). UL listed for 25C ambient and wet Depth: 7-1/8" (18.1 cm) 4" locations, IP65 rated in accordarxe with standard IEC 529. *Weight as configured in (10.2 cm) (44.5 cm) Specifications subject to change without notice. example below. HS House-side shield ORDERING INFORMATION For shortest lead times, configure product using standaird options (shown in bold). Example: KAD 400M R3 TB SPD04 LPI KAD Mounting I Ballast I F_ Opti ons KAD Metal HILO 120 Tyke Length" (blank) Magnetic Shipped installed in -fixture LPI Lamp halide pressure 2087 SPD_ Square 64 4" am ballast SF Single fuse 120, 277, 3471/14 induded 70M1,2,3 sOdiuml 2407 po 0 05 6"arm CWI Constant OF Double fuse 208, 240, 48014 VP Less loom, 70S2 277 RPD_ Round 09 9" arm wattage PO Power tray'5 Ian* 100S 15OM3 Pole 347 12 117'afm isolated PER NEMA twist-lock recep- Fi nish 11751110111 INS' WBD- Wall tacle only (no 250S 4807 bracket pholoconlrol) (blank) Dark 200MAI TB8 WWD__ Wood QRS Guartz restrike system's konze 2W 400S pole or TBV9 SCWA Super CWA aRSTD GRS time delay'D.16 OM Whille 320M4 23050HZID wall pulse WTB Terminal wiring block'9 DBL Mm* 35OM4 DAD12P Degree arm start HS House-side shield MB Meffism 4001111115 001012 ballast CSA CSA Certified bronze DAD12WB Degree arm (Wall)12 Shipped separately I PEI NEMA twist-lock PE (120, DNA Natiffaill Distribution 208,24OV) allmnimom Hydrotormed reflector WBA Decorative wall bracket",13 PE3 NEMA twist-lock PE (34N) R2 IES type 11 asymmetric6 PE4 NEMA twist-lock PE (4WV) R3 IIES type III asymirriletricli KMA Mast arm PE7 NEMA twist-lock PE (27N) R4 IES ItInne IV forward external fitter SC Shortening cap for PER throw KTMB Twin mounting option R5S IES type V square bar VG Vandal guard Segmented reflectors 9 Optional five-tap ballast (120, 208, 240, W G Wire guard N1341TOVE SR2 IES type 11 asymmetric6 277,48OV). FRINDLY SR3 IES type III asymmetfic6 10 Consult factory for available wattages. 11 9" ann is required when two or more cionalalwat .0 LEEW iltaills &BMW N i SR4SC IES type IV forward throw lurninairas are oriented on a 90* for W palluilliat naduclion drilling pattern. NOTES: 12 Ships saparrately. Accmodes I Not available with SCWA. 13 Available with SP004 and SPOO9. Order as separate catalog number. 2 Not available virith 480V. 3 Not available with TEV. 14 Must specify voltage. N/A with T& 15 Only available with SRZ SR3, & SR4SC Tenon Mounting Sliptifilter Number ot fixtUras 4 Must be ordered with SCWA. optics. Tenon O.D. One TwoU180' TwoO9O' ThreeC120' ThreeQ9O' FourO9O' 5 Reduced jacket E028 required for 16 Max allowable wattage lamp included. 2-3/8" T20-190 T20-280 T20-29021 T20-32020 T20-39020 T20-49020 SR2, SRS and SR4SC optics. 17 May be ordered as an accessory. 2-7/8' T25-190 T25-280 T25-29021 T25-320 T25-39021 T25-49020 6 House-side shield available. 18 See www.lithonia.corintrarcholors for 4" T35-190 T35-280 T35_29020 T35-320 T35-39021 T35-4 9021 7 Must specify CWl for use in Canada. additional color options. KADVG Vandal guard 8 Optional multi-tap ballast (120, 208, 19 Must be specified. 240,277V, in Canada: 120, 2T7,347V). 20 Must Use RPD09 KADWG Wire guard Outdoor Shoot#: KAD-M-S AL-370 lQhlerSlater Martha Jeffer"Son Hospital 'Mat hews BIN D&&ATEALJ 10101 lnnovdm Drive - Suibe 200, MiWaukee, %M 53226 Phone: 414.778.1700 / FaDc 414-7782360 1 r-d@dngdu.oDin THIS BAR IS 1" LONG. IF IT MEASURES ANYTHING OTHER THAN 1" ADJUST SCALE ACCORDINGLY. R&D Project No.: 207D49 6/40= 2;43 FM 1111nallooft ftd Ulm" 00.JLIOIANI NO § 0 00 �W, F_ 0 D9/08/08 County Final Site %n Resubmilittal 08/26/08 County Firlial Site %n Resubmittal D8/08/08 County Final Site %n Resubmittal 05/23/08 County Final Site %n Resubmittal 01/28/08 County Final Sifte Plan Subriniftal SEAL: KEY PLAN: L!J. V� C a RM 711 mm WS (1) 0 Mallha Jefferson Hospital Project No. "C_X;0e0b 206100.01 Sheet -ritle SITE PLAN - SCHEDULES, STATISTICS AND CUT SHEETS Copffli Kohler Slater Archbcts, Inc. 2008 111 West Vaconein Avenue, Mkoukee, Vwonein 53203 Telephone 414.27220W Fax 4114.27220011 44 E Wflin Sbvet Modislon, V=&Wm 53703 Telephone 608.283.6300 Fax 608.283.6317 Sheet No. EL101 \ a tit ,� � Y % �,� .+ `�� - yyy •%/ ice" V 1 Col. 0 MATGHLINE SHEET L5--2 — — MATCHL I NE SHEET LS-4 III ;9Y r, J �� 0 i i i / L .. PROPOSED PLANT LIST Total Area of Tree Canopy I - ._...._, Area of Tree Canopy Per Tree ;Quantity ;Botanical Name Common Name Caliper Height ;Spread Root Comment 29 580 _.. ,... - 510 58 Acer rubrum Franksred' Red n I 5u set Ma a 0.5 ! 4 5 2 - 3 con t n matched in 1 strai ht trunk dense uniform branch: mat e 5 e Y 5 1 0 101 ;Ater rubrum 'October Glory' October Glory Red Maple 1 0.5 !' , 4 -5' 2 -3' Cont. Single straight trunk; dense, uniform branching; matched 10 922 .., 254 _ 43 'Ater saccharum 'Le ac Le a Su ar fvla Ic i 1-1.5" 6 -7' 3 -4' cont. Sin le strai ht trunk; dense, uniform branchm ; matched 3,456 ! 28 27 - -_ :Corpus kousa Kousa Do wood :FI .5 2' = 6 -7' 3 -4' B4B 5tandard;strai ht trunk; branching begins at 2% balanced head 1 2,423 123 1 O 1 ICryptomeria japonica 'Yoshino' Yoshmo Cryptomeria i 2 -2.5. 6 -7' ; 30 -36' B45 Full to around; dense foliage; straight, tightly pruned pyramidal form 3 388 77 44 Ilex x 'Nellie R. Stevens' Nellie e R. Stevens Holly - ' . 5 - ' 12 14 1 I 6 7 BOB Full to ground, dense foliage, straight, tightly pruned - pyramidal rm 2,387 77 3 1 _ _ _ Lagerstroemia x 'Sioux' Sioux Gra a Myrtle P 14_..4 1 -1 .5' : 6 -7' 4 -5' 1545 _fo _ Multi -trunk (3 -5 trunks); well runed (no strai ht -whi trunks) P_ a P 42,86 1 47 1 9 1 Quercus hellos _ Willow Oak EVERY FIFTY FEET OF ROAD FRONTAGE, OR _ ._.___. 6 -7' ; 30 -36' __.._. B4B /con t. __....__. _ .. Sin le strai ht trunk; dense, uniform branchm ;matched 9 9 9_. 38.41 I 541 _ -_,_ -, 71 Q _ _ Northern Red Oak G-7' 30-3G' _ B4B /coot- .._. _ _ _ __- �_.,.,__ _ __._...._.__._ _.._._- Single straiqht trunk; dense, uniform branching; matched 25,978 419 62 iQuercus shumardn _ Shumard Oak �W6- 7'30 -36' 154115/coot Single straight trunk; dense, - uniform branching; matched 26,565 483 55 ' Ulmus parvifoha 'Emer II' Allee Elm 1.5-2': 8 -9' 3 -4_._ ' B_O.._.B Single stra_..i ht t_.r._unk; branchinj be i.n.s above 4% dense branching TOTAL TREE CANOPY PROPOSED 247,481 i f _ -1,150 LF _ 45 _ _.._ ...__. . . . _ .. TOTAL TREE CANOPY REQUIRED 217,192 (1 0% OF 2, 1 7 1 ,920 INTERIOR 211 111 let ksw r I; n Mom N ` %now,� MW IF, N01.1100% /►�/ __�fHt� ,......fir /_��.�� .�� =``�\��►'y��_ :cf WS E00110), Vn Row !• i , ` 1 G \ `, of ♦a�/ ' - - — - • t} I •�1'1�i�" taf J Y ' i � 1 J , \1Cs i t \� JAM j "q► ! %TA1 � A;r- 11 ice/ �� j �`� MiA =1 \\ � ' ® � -• ` '�� .r�' I •� tit �A �) 4 �t to NJ LIMITS or noNsTRIr—neDN r YYYYY BM OEC R Q • . o• r, j Architectural Review Board Signature Panel to.• =1* Y_IX I A LANDSCAPE DEVELOPMENT PLAN L5-1 I SGALEI.60' - OVERALL t, 7 • �. � � ao • � .! X23" '` `�. \ ; f /I • O • �� 1 • NO ® • • t J • I � � pX • \ E —� r � ♦ • I Vii• /t \ gyp` t /1 r ' � t MOTE: REFER TO RK4K PLANS 524 • Q; i FOR TMP *78 -311 SITE PLAN AMENDMENT. 3 t F Ib �f • ?3 S - • 10 — MATGHL I NE SHEET L5-3 _ — 23 — — "• — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ` • MATGHLINE SHEET LS-5 P � ' S2 Q 1 .. I • .�{YY,J 1 •' • t i ` , r _5 t M or CONSERVATION EASIAM 250 (PLAT) 7L= O' 40' 80' 160' NORTH NOTE: SLOPE 5: 1 OR O REATER TO BE 0OVERED Al TH LOPq MAINTENANCE OROUNDOOVER TO BE APPROVED BY ALBERMARLE COUNTY ENO I NEERI NO REV I EN BEFORE I N5TALLAT I ON. ALBEMARLE COUNTY CODE ZON I NO REM I REMENTS PARIG I NO LOT O • JIB a E) • � I SCREEN I NO I (n Q CODE REQUIREMENT AN ALTERNATE 5CREENING METHOD 15 O Q — 00 z � PROPOSED WHICH INCOPRORATE5 A BLEND OF e24 LL O EVERGREEN TREES, ORNAMENTAL TREES, Z SHADE TREES AND BERMING. i V ZZ PROP05EP PLANT QUANTITES SHADE TREES ORNAMENTAL TREES EVERGREEN TREES • � s P J • I � � pX • \ E —� r � ♦ • I Vii• /t \ gyp` t /1 r ' � t MOTE: REFER TO RK4K PLANS 524 • Q; i FOR TMP *78 -311 SITE PLAN AMENDMENT. 3 t F Ib �f • ?3 S - • 10 — MATGHL I NE SHEET L5-3 _ — 23 — — "• — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ` • MATGHLINE SHEET LS-5 P � ' S2 Q 1 .. I • .�{YY,J 1 •' • t i ` , r _5 t M or CONSERVATION EASIAM 250 (PLAT) 7L= O' 40' 80' 160' NORTH NOTE: SLOPE 5: 1 OR O REATER TO BE 0OVERED Al TH LOPq MAINTENANCE OROUNDOOVER TO BE APPROVED BY ALBERMARLE COUNTY ENO I NEERI NO REV I EN BEFORE I N5TALLAT I ON. ALBEMARLE COUNTY CODE ZON I NO REM I REMENTS PARIG I NO LOT SCREEN I NO (n Q CODE REQUIREMENT AN ALTERNATE 5CREENING METHOD 15 O Q — 00 z � PROPOSED WHICH INCOPRORATE5 A BLEND OF LL O EVERGREEN TREES, ORNAMENTAL TREES, Z SHADE TREES AND BERMING. V PROP05EP PLANT QUANTITES SHADE TREES ORNAMENTAL TREES EVERGREEN TREES 12 Z6 116 STREET TREES CODE REQUIREMENT ONE LARGE STREET TREE PLANTED FOR EVERY FIFTY FEET OF ROAD FRONTAGE, OR PORTION THEREOF, IF TWEENTY FIVE FEET OR MORE. TREE BREAKDOWN TOTAL FRONTAGE TREES REG. a 1/50 LP TRIM-5 PROVIDED -1,150 LF 143 45 INTERIOR LANDSCAPI NO CODE REQUIREMENT FIVE PERCENT OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES OR SHRUBS; AND TREE/10 PARKING STALLS TREE BREAKDOWN SITE AREA PAVED PARKING AND REQUIRED PROVIDED TOTAL TREES REQUIRED TREES PROVIDED VEHICULAR 5% TREE TREE AREA PARKING (I TREE/10 CIRCULATION AREA STALLS STALLS) 3?xp50 5F (51.06 ACRES) 636,624 5F (14.6-7 31,441 5F - 14,4101 5F 1,236 124 ACRES) 03 ACRES) 0.11 ACRES) 124 TREE GANOF`T' /COVER OF ALL AREAS CODE REQUIREMENT MINIMUM REQUIREMENT OF 10% TREE CANOPY TREE BREAKDOWN TOTAL 51TE AREA LESS PONDS LESS EXIST/ TOTAL SITE TREE AREA TREE AREA TREES PROVIDED RELOCATED FOR 10% REQUIREMENTS PROVIDED TREE AREA TRH (10%) CANOPY 2,225,050 SF 53,130 SF O SF _2,I -71,420 SF Z-I,192 SF -24 -7,461 5F 664 ARB STREET TREE TREES REQUIRED = I -79 TREE PROVIDED = 43 REQUIREMENT (TREES 40' O.G. ALONG ROADWAY) KahlerSlater Martha Jefferson Hospital l "Ma f1hews DF. F ,017" ih vT C IMPANY LI,C Apr IML AF Ift P N N H f LAN UA H T H T S Z LU (n Q OO O Q — 00 z � N LL O cry Z 0 V 09/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 06/10/08 ARB FINAL SITE PLAN SUBMITTAL #2 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY SITE PLAN SUBMITTAL SEAL: {tip � IIf p 1 - -i�f l j } .•tb }i t/� 4V 4s' a 140. �k'� KEY PLAN: RM NORM TRUE NORTH NTs Martha Jefferson Hospital Project No. - -- 206100.01 �4 Sheet Title LANDSCAPE DEVELOPMENT PLAN - OVERALL Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Wlwaukee, 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. LS- Owls" co • • i •• /� / oI � -o Fiber -Optic �O Q �•� Warning Post 8 $ •• I Ps�� ■ ■ ■ / ■ / ■ ■ ■ ■� • �, � ■ ■ � � � � 3- NORTHERN RED OAK .•0�W 8 -OC GLORY MA / - AS 5HOHN M \ Q \\ \b Q 11*0�� a'- WILLOW o �l � = AS SHOWN s� ` \ \ �** • 40' O.G. � i � \ \ 4 0 NEE a• 9- YOSHIN� G O?�ERIA 5- NORTHERN RED OAK �-- \ \ \ \ \ \ \ eP I ' �O' O.G. MYR 3- 5G I A A5 SHOWN -' _ ------- - = -_ -_ �� op BP Al\ _ \ �1 \ \ \ \ \ \ NOTE: SLOPE 3:1 OR O REATER TO BE COVERED N1 TH LOW MAINTENANCE ORO•UNDOOVER TO BE APPROVED BY I-BERMARLE COUNTY ENO I NEERI NO REVIEW BEFORE I NSTALLATI ON. Architectural Review Board Signature Panel MATGHLINE SHEET LS -2 _ _ _ _ _ _ MATGHLINE SHEET LS-4 • f I ■ ■ ■ ■ ■ ■ ■ ■ \\V F- 4S�`�'Q1- \\ Vo X0'40 owl 450 O I I I I l // I� + i I \� 1 F, � ` ,v9,Z �QS �O� P 1x + + RETENTION BASIN i -RED SUNSET MA f I �B° AS SHOWN 4 h � � Dy :-135 - / t4o / / ♦i ,t\ + 0044 y !4-400 ilyk 0 II- OCTTOE ER RE AS SHOWN 5- NORTHERN RED OAK • I� mi f � • A -WPM Le Alg • •- i - - - ;�,'�` t� � r lQhlerSlater Martha Jefferson Hospital f)F:V"r.L(1Y1lL (A MPANV.I:ew LC P NNE f LAN PB A H TE Tt Z COUNTY FINAL SITE PLAN RESUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/08/08 COUNTY FINAL W Q co J O Q Z 00 N � _ m r- cn Z .73 O V 09/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 06/10/08 ARB FINAL SITE PLAN SUBMITTAL #2 03/31/08 ARB FINAL SITE PLAN SUBMITTAL K 03/07/08 BID PACKAGE 2 01/28/08 COUNTY SITE PLAN SUBMITTAL SEAL: AP ? ti KEY PLAN: RAN NORTH TRUE NORTH NTs Martha Jefferson Hospital `rs ►mfrs- 01'I�" F P —� k ewe 07;mf PC 0 W—,— or A a" IIIII owl ow go . . , 111 . ' 11•. 1 � I �i Kd�@I'.Si8te1' ��•� Martha �� Jefferson Hospital X "Mat hew DEVF AIPMLf s NT ,J COMPANYLIX: UK TE P NN9 S(LJAN Fz A FvTs > C2 C q(p M:sr�p og -W A 7 + a. NORTHERN RED OAK 4.0 4 + AS 4,E�"REP IN PLANTER S�t _�_SWMAF& 04"' ALAAR I 0 J 0 6 - NORTHERN OAK, RED OAK < 00 AS SHOWN U) 5 Ool AS ;6 J A- IS- 00 2-NORTHERN REV 'ENTERED IN PLANTER f e f + LL. 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MARTHA JEFFER50N H05P l TAL rA LANDSCAPE DEVELOPMENT PLAN - PARTIAL PLAN �s -a scnLe.r" =ao' 71m= KahlerSlater Martha Jefferson Hospital /Matthews DF..VtLOFMIENT COMPANY I:IX: P N N B f LAN ip AA H T d T S Z LU �— J Cl) Q pp J O Q Z _ � O N m LL =) O cn Z M 0 U 09/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 06/10/08 ARB FINAL SITE PLAN SUBMITTAL #2 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY SITE PLAN SUBMITTAL SEAL: B 9a 8e L'= MASC�►4f.�'�8 ��► KEY PLAN: � NTS ® Martha Jefferson Hospital Project No. w �� 206100.01 61 -YJ Sheet Title LANDSCAPE DEVELOPMENT PLAN - PARTIAL PLAN Copyright Kohler Slater Architects, Inc. 2008 111 Nest Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 44 E Mifflin Street, Madison, Visconsin 53703 Telephone 608.283.6300 Fax 608.283.6317 Sheet No. LS-4 MARTHA JEFFERSON H05P I TAL ?- 5HJMARD OAK 1- 94JMARD OAK Architectural Review Board Signature Panel SCALE: I " =40' + • • • • • • + i MATGHLINE SHEET L5-5 MATGHL I NE SHEET LS-5 SLOPE 5:1 OR OREATER TO BE COVERED AITH LOA MAINTENANCE OROUNDGOVER TO BE APPROVED BY ALBERMARLE COUNTY ENOINEERIN5 REVIEW BEFORE PLAN / O' 20' 40' N57ALLA71 ON. 80' NORTH KahlerSlater Martha Jefferson Hospital .#�Maff hews f)FVF.LOPMLNT (MIMPANY I:LC: Ar P NNE s LAN Ciss FvTs Z LU � Q co O Q Z � o N � m O U) Z O U 09/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/26/08 COUNTY FINAL SITE PLAN RESUBMITTAL 08/08/08 COUNTY FINAL SITE PLAN RESUBMITTAL 06/10/08 ARB FINAL SITE PLAN SUBMITTAL #2 03/31/08 ARB FINAL SITE PLAN SUBMITTAL 03/07/08 BID PACKAGE 2 01/28/08 COUNTY SITE PLAN SUBMITTAL SEAL: ��mBa.LAMDSCA� �8��a KEY PLAN: PLAN NORTH TRUE TS (D ® Martha Jefferson Hospital Project No. 206100.01 • J Sheet Title LANDSCAPE DEVELOPMENT PLAN - PARTIAL PLAN 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. LS-5 :D }. 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