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Home My WebLink AboutSDP200900040 Plan - Approved 2009-10-120 0 0 "1 14 D -7 0 f I T 0 Oil - 4 1 01 k I iy r 14 k 4 a a [17 i AT MARTHA JEFFERSON HOSPITAL CAMPUS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA F _T is i kk y � I k I]" ki, V I! 1� F. ILti 0 JA It I kw I I _q A � 1 111111111111111111 "14 4• / 11 L OWNER/DEVELOPER: MARTHA JEFFERSON HEALTH SERVICES CORPORATION 459 LOCUST AVENUE CHARLOTTESVILLE, VIRGINIA 22905 PHONE NO.: (434) 982-7303 FAX N0: (434) 982-7324 ATTIC: MR. RONALD J. COTTRELL, V.P. E—MAIL: ronald.cottrell@mjh.org LEGEND PROPOSED ASPHALT PAVEMENT CULVERT OR STORM SEWER PIPE Q DRAINAGE STRUCTURE NUMBER l.r OR 18" INDICATES DRIVEWAY PIPE SIZE IF GREATER THAN 15' (S) OR (D) DENOTES SAN. SEWER (S) OR STORMWATER DRAINAGE (D) Lq REGULAR SEEDED EARTH DITCH WITH DIRECTION OF FLOW C4 0 CROSS HATCHING OF EITHER OF THESE INDICATES THAT PAVED DITCH 0= LINING MAY BE NECESSARY IF SUITABLE VEGETATION CANNOT BE ESTABLISHED IN DITCH LINE. --I� EC -2 LINED DITCH WITH SEEDING IIF PAVED LINED DITCH 0--�— SANITARY SEWER LINE U) N WATER LINE W Z_ INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMENTS Q WI t INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED (9 FOR THAT LOT. A#N. F. F. 177.00 INDICATES MINIMUM FINISHED BUILDING ELEVATION THAT CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BUILDING (=j ABOVE THE 1% STORM ELEV. OR TO OBTAIN GRAVITY SAN. SEWER 1,--174_/ PROPOSED FINISHED GRADE CONTOUR ELEVATION QD DENOTES FILL AREA (NO FINISHED CONTOUR SHOWN) No --► DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE EXISTING PAVEMENT -•-------------- PROPERTY LINE sew SANITARY SEWER IN -- WATER LINE -------- POWER LINE TELEPHONE LINE U DENOTES UNDERGROUND OH DENOTES OVERHEAD GAS LINE 3= CULVERT OR STORM SEWER PIPE --7- FIRE HYDRANT BENCH MARK LOCATION ---1 i--� EXISTING CONTOUR ELEVATION BEFORE YOU DIG CALL 1-000-5W-7001 PROTECT YOURSELF. GIVE THREE WORKING DAYS NOTICE Pd%s� SITE G`I FAO IM *0VTICELLO PANTOPs Lq NORTH C4 0 Q z 0= N W !, U) N �I W Z_ vi Q WI t � (9 RO T RD m MOU�TAIN (=j V A o Iq 00 N EX/T 124 ti J ?SO �•'------% TO RIVER �� O ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782-1903 FAX NO. : (804)782-2142 ATTN.: RACHAEL T. McKIN-NEY, P.E. EMAIL: rmckinney@rkk.com F1 SHEET NO. 1 OF 10 2OF10 2A OF 6 28OF6 2C OF 6 2DOF6 3 OF 6 3A OF 6 3B OF 6 4 OF 6 5 OF 6 DESIGN CRITERIA: 6 OF 6 VICINITY MAP PETER JEFFERSON PARKWAY 40 MPH DESIGN SPEED Scale: 1» = 2000 35 MIINM POSTEDPH ROAD CENTERLINE: R=480' MAX. SUPERELEVATION CROSS SLOPE=2.00% WILLIS DRIVE 30 MPH DESIGN SPEED 25 MPH POSTED MIIN. ROAD CENTERLINE: R=300' MAX. SUPERELEVATION CROSS SLOPE=NC TRANSITION OF SUPERELEVATION TO BE IN ACCORDANCE WITH NOTES: TC -5 ULS STANDARD. 1. ALL STOfRM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN.. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SWRFACES OF MANHOLES (UPPER STATION— LOWER STATION -4' = LENGTH) 3. CONTRACTTOR IS TO MAKE HIS OWN TAKE—OFF ON THESE PLANS AS ANY (QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE 0)F WORK. 4. CONTRACTTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION ANO UTfLfTY LINES. 5. CONTRACTfOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS.'' A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. INDEX PLANNING DEPARTMENT _ ENGINEERING DEPARTMENT FIRE OFFICIAL A.C.S.A. V.D.O.T. BLDG. OFFICIAL TITLE COVER SHEET GENERAL NOTES, DETAILS & TYPICAL ROAD SECTION SHEET DRAINAGE DESCRIPTION SHEET STORM DRAINAGE CALCULATIONS SHEET STORM DRAINAGE CALCULATIONS SHEET DRAINAGE AREA MAP PETER JEFFERSON PLAN SHEET PETER JEFFERSON PROFILE SHEET PETER JEFFERSON GRADING & DRAINAGE SHEET DRAINAGE PROFILE SHEET DRAINAGE PROFILE SHEET DRAINAGE PROFILE SHEET M NoF,'A453D�jC. --�;ablYiiIfaTType _ Reviewed and Approved by the Community Development Department Date�Q1�' p File# S17)0 tvGI,LLn NOTE: FOR EROSION & SEDIMENT CONTROL DETAILS REFER TO "MASS GRADING AND EROSION CONTROL, ROAD AND ROADWAY UTILITIES (VOLUME I)" BY GRAEF ANHALT SCHLOEMER & ASSOCIATES, INC DATED 05/23/08. BLDG. CODE & ZONING SERVICES z O U 0 W _N I Lv 0 c1c z 0 O 0 N >— 0 W N 00 Z 0 J N Q z yz o � a LLJ 0 o� Z > LJ 0 a >: L.LJ U) ~ _ 19 o W �0 Of us _j L.j U z a > WN Lai O W m U a �a �■ LLJW W CL Lq C4 0 Q z 0= N U) N �I W Z_ a J N Q z yz o � a LLJ 0 o� Z > LJ 0 a >: L.LJ U) ~ _ 19 o W �0 Of us _j L.j U z a > WN Lai O W m U a �a �■ LLJW W CL 0 O N �_ cV C1 N Nco w w?°� _ LU 0 --� co M OM zZV O cV0 Qv 0 w 4. � a W CO W C4 0 0= N o 0 W Z_ W Q 0 ao H (9 U W 0 m W (=j V A o Iq 00 N ti J - o �� O z U - yy 0 O N �_ cV C1 N Nco w w?°� _ LU 0 --� co M OM zZV O cV0 Qv 0 w 4. � a W CO W GENERAL NOTES 1, EXISTING UTILITIES THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND PROTECTION CENTER r' MISS UTILITY') AT 1-800-552-7001 AND, AT HIS OWN COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START OF WORK ON THE PROJECT. 2. MATERIALS AND WORKMANSHIP ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF: (A) THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S "ROAD AND BRIDGE STANDARDS" AND "ROAD AND BRIDGE SPECIFICATIONS". (B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. (C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE COMMONWEALTH OF VIRGINIA AND OSHA. ST 3. DEVIATION FROM PLANS NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES. 4. CLEARING AND GRUBBING A. ALL GROWTHS OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS SHALL BE CLEARED AND GRUBBED FROM THE AREAS OF PROPOSED CONSTRUCTION AND GRADING SHOWN ON THE PLANS. B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THE PLANS. C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING PERMITS WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED TO OBTAIN THE REQUIRED SIGHT DISTANCE AT EACH INTERSECTION. 5. TOPSOIL STRIPPING CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE THE TOPSOIL FROM THE SITE AT OWNER'S DIRECTION. 6. GRADING A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE CBR TESTS CONDUCTED AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES ANY TESTS WHICH SHOW A CBR OF LESS THAN 10. IN SUCH CASES, ROAD PAVEMENT DESIGN WILL BE REEVALUATED AND MAY BE CHANGED AS REQUIRED BY THE ACTUAL SOIL CONDITIONS ENCOUNTERED. B. UNSUITABLE MATERIAL ENCOUNTERED WITHIN THE AREAS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE COMPLETELY REMOVED FROM THE AFFECTED AREA AND REPLACED WITH A SELECT BACKFILL MEETING THE REQUIREMENTS FOR THE TYPE OF WORK BEING PERFORMED. THE CHARACTERISTICS OF THE SELECT BACKFILL MATERIAL SHALL COMPLY WITH SPECIFICATIONS REQUIRED BY ALL OF THIS PROJECT'S APPROVING AUTHORITIES (I.E., THE OWNER, ENGINEER, AFFECTED COUNTY AGENCIES, AND VDOT). C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 95% STD. PROCTOR DENSITY AT OPTIMUM MOISTURE +-2% UNLESS SPECIFIED OTHERWISE ON THE PLANS. D. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER WHICH PROVIDES POSITIVE DRAINAGE AT ALL TIMES. E. THE BACK SLOPES OF CUT DITCHES SHALL BE MODIFIED AS NECESSARY TO PROVIDE REQUIRED SIGHT DISTANCE AT INTERSECTIONS AND THROUGH CURVES. F. VDOT STANDARD SPRING BOXES (ST'D. SB -1) AND UNDERDRAIN SYSTEMS (ST'D. UD -1 ST'D. UD -2) WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD CONDITIONS WARRANT. 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON .THE PLANS. ALL STORM SEWER SHALL HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS AND THE FOLLOWING CRITERIA: 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM MOISTURE+ -2%. THIS IS TO INSURE A SUITABLE SUBBASE ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT ST'D. PB -1 PIPE INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION MATERIAL IS ENCOUNTERED. 8. BASE AND PAVEMENT ITEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY OFFICIALS AND THE OWNER. D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. E. WHEN LOCAL BASE MATERIAL (TYPE II) IS PROPOSED FOR ROAD BASE, IT SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. 9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTOR'S EXPENSE). 10. LONGITUDINAL DROP INLETS (ON GRADE) SHALL BE PLACED WITH THE THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 11. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE TO ANY STRUCTURES OR PROPERTY RESULTING FROM NEGLIGENCE OR CARELESSNESS ON THE PART OF THE CONTRACTOR OR ANY OF HIS SUBORDINATES. 12, SURVEY A. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF THE N.O.A.A. B. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING A VIRGINIA CERTIFED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED UPON BY THE OWNER IN WRITING. C. COPIES OF ALL SITEWORK CUT SHEETS ARE TO BE FURNISHED TO THE ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT PROVIDED TO THE ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS REVIEW TO BE BORNE BY CONTRACTOR. D. ANY SURVEY POINTS (GRADE STAKES, OFFSET REFERENCES, HORIZONTAL AND VERTICAL CONTROL POINTS, ETC.) DESTROYED BEFORE THEIR NEED HAS EXPIRED WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1.5" SM -9.5A ASPHALT6" BM -25 ASPHALT 8" 21-A STONE 'SUBBASE COMPACTED SUBGRADE PETER JEFFERSON PARKWAY STA 100+00 TO STATION 130+70 + f - (TIE TO EXISTING PJP) PAVEMENT DETAIL NO SCALE NOTE: FINAL PAVEMENT DESIGN BASED ON ACTUAL CBR RESULTS BY FROEHLING AND ROBERTSON, INC. DATED MARCH 09, 2009. 2/. 0 PRIVATE AND COMMERCIAL ENTRANCES TYPE I Crusher Run Aggr. 6" Crusher Run Aggr. 25 or 26 STD. CG -6 TYPE II Asphalt Asphalt Conc. Type SM -9.5A O 165 Lbs. per S.Y. 6" BM -25 Asphalt 7" 21-A Stone Subbase UD -4 TO BE INSTALLED UNDER CURB AND GUTTER THROUGHOUT CONSTRUCTION FROM STATION 11+00 TO 20 ON BOTH SIDES IN NORMAL SECTIONS AND ON THE LOW SIDE OF SUPERELEVATED SECTIONS. UD -4 ALSO TO BE INSTALLED UNDER CURB AND GUTTER ALONG PROPOSED TURNING LANE ON ROUTE 250. UD -4 TRENCH DEPTH TO 12" BELOW SUBBASE FOR PIPE PROTECTION DURING CONSTRUCTION. NOTE: VPD PER TRAFFIC STUDY BY WILBUR SMITH & ASSOC. DATED JULY 2, 1996. PHASE 1 VPD=10,300. 4 LANE ROAD DESIGN TRAFFIC ® 80% (10,300)=8,250 VPD PETER JEFFERSON PARKWAY POINT OF FINISHED GRADE -- 27. STD. CG -2 STD. CG -2 Ir 2.5'i+- 25' 8' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION 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 ACCURATELY 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. I 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. 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 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Albemarle County Engineering General Construction Notes for Streets 1. Construction inspection of oil proposed roods within the development will be made by the County. The contractor must notify the Deportment of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrode soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, o revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or desinee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, oil residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Ctzj _11 STD. CG -6 ccxtI 27. I I 1 1 9 NOTE: FILL SLOPE 4:1 BEYOND STATION 127-00. WILLIS DRIVE POINT OF FINISHED GRADE f-2;.1 -ii 1' I- - I--- 7' - 4--2.5'04 18' 8. Road plan i approval for subdivisions is subject to final subdivision plat validation. Should the final plat for tthis project expire prior to signing and recordation, then approval of these plans shall bet null and void. 9. All signs car other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Controll Devices and the Albemarle County Rood Naming and Property Numbering Ordinance and I Monual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer ' when, in the opinion of the County Engineer, or designee, they are deemed necesssory in order to provide safe and convenient access. 11. The speed I limits to be posted on speed limit signs are 5 mph below the design speed, or os cdetermined by VDOT for public roods. 12. VDOT stanedard CD -1 or CD -2 cross -drains to be installed under the subbase material at alll cut and fill transitions and grode sag points as shown on the rood profiles. 13. A video caamero inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance witth VDOT's video camera inspection procedure and with a VDOT or County inspecttor present. ►a 50' R/W 4'� SEE NOTE 4 1� 2/. --- 8"x6" TREATED WOODEN POST "CORTEN" GUARD RAIL "CORTEN" GUARD RAIL DETAIL (TYE (PER VDOT STANDARDS) N.T.S. STD. GR -2 STD. CG -6 0 25' 2.5'+- 5' ---I 2" R STD. CG -6 18' 2.51- i 7' -I 2" R t6.=" p p pO T7" ---- L 6" , 2'-0" l THIS AREA MAY BE CONCRETE / AT THE OPTION OF THE CONTRACTOR NOT TO SCALE THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED NOTES: PARALLEL TO THE SLOPE OF 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. SUBBASE COURSES PROVIDED AMINIMUM C4 O DEPTH OF 7" 2. CONCRETE TO BE CLASS A3 IF CAST IWLACE, NOTES IS MAINTAINED. 4000 PSI IF PRECAST. _ 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 2 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) Y IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE 3. COMBINATION CURB &GUTTER HAVING A RADIUS WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT BE PAID FOR AS RADIAL COMBINATION CURB & IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN GUTTER. INCREASE IN DEPTH. U V 4. FOR USE WITH STABILIZED OPEN -GRADED 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN DRAINAGE LAYER, THE BOTTOM OF THE CURB APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. Q STANDARD " CURB t CG - 2) 6 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. COMBINATION 6" CURE &GUTTER tCG-61 0 V W 0- W N ' W Z CA 0 Vi N. -I 5; O W N 0000 Z O n CL v - `°I w C4 O W o Lv LL Ce J _ V U-) V z N 2 O o ICV Y Q o0 Q N a z 0-- z w � a- Q Z � Q J� O (n Z = W tm 0 QZ Z >_ w�_ 0 0 w Y z w Q U (� W CL Lq o U z M, OQ W o z0 m LA_Q ,y_ a a _LAJ wv Z W W>_ Q w (D �-- CA C4 O Ix Ce 00 V U-) W w 2 O o W Y Q o0 IW - Z 0 U W p M m W U V �'1T1IA O 00 00 x � J ��JY00 J O O cV W '04 N J CO J N r w Q o W ? 00 c M Z C) _ N, Q v 0 41 C O**..Z. cc ccc W Road: Project #: STORM SEWER TABULATION FORM Units: Metric (SI) X US Customary Sheet: of Prepared by: Charkad hv- Date: 5111/2009 nate (EX. 5-7) (EX. 5-11) (EX. 5-12) JORDAN CONSULTING ENGINEERS, P.C. MASTER DRAINAGE ANALYSIS "PETER JEFFERSON PARKWAY PHASE II" Soenarlo: Peter Jefferson Rodd (Q1 0) JDE DRAINAGE E ANALASIS REPORT l.ebet Inlet Area (acres) Inlet C Inlet CA (acres) Pipe Flow he DRAINAGE I QnJhr) E Length (R) Slope (ftNt) Total System (lo Od (aft) HYDRAULIC GRADELINE SW L (8) a° a Carry over FIM`�) ) NOTES LOCATION p Inlet Hy"uoo dodo in Hydraulic Grade ftLd AREA (ac. or ha.) Invert Invert In Out (1) (R) £ z 25 0.82 a _ ELEVATION 15.00 w E O t� n S. REMARKS OF z U 12.00 0.23 0.083 0.00 O 5.35 U)Y C9 E E 514.84 $19.30 9 U. o J O 0.43 0.35 0.24 W J UPPER END = 36.50 0.0712 1.81 BASE 2.05 U. U c CROWN ELEVATION -J Q = N 'E' ZONE OR COUNTY: false v 1.03 --) 15.00 O E W Z N O 289 z E 0.083 0.00 89.2 7.74 FLOWLINE ELEVATION . 503.46 FREQUENCY. 1311.25 502.00 502110 VA _ E COMPOSITE 0.57 0 z r 18 inch LL 0 1. ° a 2.35 Q CHAIN NAMEc y rY w 00.3.46 503.34 -JJi Q w Q F -Ir 0 1UJ 5 ?� Q O a W c z z W,�, a' O N J p, a V NETWORK NAME: 3.13 12.00 0.24 0.086 0.00 100.0 5.40 Curb DI3H OV 012.10 $19.43 510.35 610.36 Oma^ 0.74 0.26 0.67 5.08 E 242.50 0.0287 `o 10.94 6.02 WZ E UPPER Ov i=" W 504.89 �v O W z W a Q �- W w W J �. W 5.00 �O tJ LLQ- O U) W LOWER F� at- d� Z w Q > 100.0 m0. �� 2z �O Curb DI38 1.- f O F O Z d O O J O c F- a>�' �p t` a 0.30 STATION U. o5i � 149.50 zrn }� HN J 8.21 a �- �� 0.16 502.83 498.81 501.80 495.97 Was NOTES/REMARKS PETERJ 5-10 D1 -3B 8 Curb 62.87 0.90 0.21 0.19 5.39 0.39 6.42 0.185 1.19 523.50 519.97 519.68 0.28 1.25 0.52% 3.13 4.93 40290 520.59 520.29 0.30 0.50% 3.17 29A 0.40 519.34 519.04 0.30 127+29.27 35 Rt. 5-9 3650 0.0066 2.24 4.78 2.25 88.73 492.87 492.851 482.00491.80 PETERJ 31 5-9 DI -3B 8 Curb 162.39 0.90 0.06 0.06 5.88 0.49 6.29 0.242 1.52 523.61 519.68 516.16 3.52 1.25 1.97%. 5.46 9.71 Curb MS 479.68 479.$7 486.69 520.19 517.07 3.12 1 95% 3.41 518.94 515.82 3.12 127+75.00 -8 Lt. 5-9A 8.10 15 Itch 37.00 OA054 2.8,2 4.75 214 88.15 479.67 479.61 PETERJ 477.70 477.50 5-9A D1-36 Curb 112.10 0.90 0.14 0.13 6.20 0.32 6.14 0.369 2.26 520.85 516.46 1 514.25 2.21 1.25 2.02% 1.74% 5.87 3.88 9.17 490.85 516.97 515.06 1.91 515.72 513.81 1.91 129+36.82 -4 Lt. 5-8 16 0.31 4.97 181nch 175.00 0. 22 8.76 24.00 9.28 PETERJ 5-8 D16 Curb 17.99 0.90 0.12 0.11 6.22 0.03 6.05 0.477 2.88 519.25 513.87 511.68 2.19 1.25 14.91% 11.76 22 514.05 512.58 1.47 10.00% 4.20 512.80 511.33 1.47 130+50.51 -4 Lt. 5-11 16 0.74 4.94 24 Inch 208.00 0.0502 11.25 50.88 4.84 PETERJ EX. 5-7 DI-3C12 Curb 38.97 0.90 0.34 0.30 6.22 0.10 6.42 0.305 1.96 519.57 514.51 511.88 2.63 1.00 7.37% 6.45 11 14.00 0.25 0.083 513.20 512.30 0.90 2.53% 3.72 512.20 1511.30 0.90 130+44.86 -35 Lt. EX. 5-11 464AS 4"06 33A 0.36 0.43 0.07 4.87 24 Inch 31.50 0.0200 13.20 31.99 7.38 PETERJ EX. 5-11 MH -1 Junction 255.77 0.90 0.87 0.00 6.73 0.50 6.04 0.782 4.72 519.00 512.26 1504.78 1 7.48 1.25 12.95% 8.46 11.5 1.04 8.00 512.41 505.45 6.96 2.74% 5.11 511.16 1504.201 6.96 130+66.78-5.85 Lt. EX. 5-12 460.95 460.62 480.18 460.18 34C 0.84 0.14 0.49 7.20 16 Inch 32.00 0.0208 1.04 9.28 1.08 (EX. 5-7) (EX. 5-11) (EX. 5-12) JORDAN CONSULTING ENGINEERS, P.C. MASTER DRAINAGE ANALYSIS "PETER JEFFERSON PARKWAY PHASE II" Soenarlo: Peter Jefferson Rodd (Q1 0) JDE DRAINAGE E ANALASIS REPORT l.ebet Inlet Area (acres) Inlet C Inlet CA (acres) Pipe Flow he Tc (min) I QnJhr) Section Size Length (R) Slope (ftNt) Total System (lo Od (aft) Avg Vet (ida) SW L (8) Gutter Depth (8) Gutter Cross S Carry over FIM`�) ) Capt Elf ( Gutter Dttoh S (� Send Angle (dam) Inlet Hy"uoo dodo in Hydraulic Grade ftLd RIM Ebv (n) Invert Invert In Out (1) (R) End Cap 25 0.82 Y U 00 .. 15.00 5.10 LIJ LLJ Z 1.81 U U 12.00 0.23 0.083 0.00 100.0 5.35 U)Y C9 Curb DI -30 514.90 514.84 $19.30 614.30 514.30 Q 25A 0.43 0.35 0.24 W J 5.10 15 inch 36.50 0.0712 1.81 17.24 2.05 wa 74.87 -J Q 014.54 613.83 514.30 .61'1.70 false 27 1.03 --) 15.00 5.10 289 16.00 0.25 0.083 0.00 89.2 7.74 Curb 01-M 503.46 503.46 1311.25 502.00 502110 VA 0.55 0.57 0.40 5.10 18 inch 57.00 0.0053 2.86 4.69 2.35 70.60 00.3.46 503.34 502.00 $01.70 false 26 0.35 5.00 5.08 3.13 12.00 0.24 0.086 0.00 100.0 5.40 Curb DI3H 513.89 012.10 $19.43 510.35 610.36 26A 0.74 0.26 0.67 5.08 15 ineh 242.50 0.0287 3.13 10.94 6.02 23.83 81210 504.89 511.30 504.43 false l8 0.20 5.00 5.01 6.58 8.00 0.19 OA$3 0.00 100.0 3.18 Curb DI38 503.34 SWAM 508.73 $01.60 601.40 2SA 0.65 0.43 0.30 5.01 15 inch 149.50 0.037,7 '6.58 12.54 8.21 0.16 502.83 498.81 501.80 495.97 Was 29 1.11 16.00 5.00 2.24 14.00 0.25 0.083 0.00 100.0 6.10 Curb Qi -W 40290 4612.87 60908 492.00 492.00 29A 0.40 0.44 0.27 5.00 15 U>ch 3650 0.0066 2.24 4.78 2.25 88.73 492.87 492.851 482.00491.80 fifes 31 1.38 15.00 6.10 Z0214.00 a26 0.063 0.00 100.0 6.69 Curb MS 479.68 479.$7 486.69 477.70 477.70 31A 0.37 0.51 0.28 8.10 15 Itch 37.00 OA054 2.8,2 4.75 214 88.15 479.67 479.61 477.70 477.50 false 30 4.97 8.78 490.85 482. 800.73 491.70 401.70 30A 0.31 4.97 181nch 175.00 0. 22 8.76 24.00 9.28 1.11 40285 483.19 491.70 411Z°� t01se 32 4.94 11.25 47&81 478.80 487.51 477AQ 477.40 32A 0.74 4.94 24 Inch 208.00 0.0502 11.25 50.88 4.84 95.92 478.80 400.69 477.40 467.06 33 1.20 15.00 4.87 13.20 14.00 0.25 0.083 ao0 100.0 6.07 Curb DI -38 489.80 4596 471.73 464AS 4"06 33A 0.36 0.43 0.07 4.87 24 Inch 31.50 0.0200 13.20 31.99 7.38 78.35 468.96 465.00 480.8®. 411.02 fate 346 0.17 5.00 7.20 1.04 8.00 0.20 0.083 900 100.0 3.47 Cwb DI -30 480.96 460.95 460.62 480.18 460.18 34C 0.84 0.14 0.49 7.20 16 Inch 32.00 0.0208 1.04 9.28 1.08 84.04 460.95 480.95 4x0.18 469.812 tabs 34 0.77 6.00 4.86 15.56 18.00 0.28 0.083 000 100.0 7.68 Curb D1.30 46479 463.95 47089 482.52 462.152 34A 0.63 0.49 0.29 4.06 24 Inch 144:00 0.0208 15.$8 32.60 8.40 26.46 483.1)!1 48951 482,52 489.0'3 teles 34D 4.83 16.18 480.66 480.95 46585 469.50 46®.50 34E 0.02 4.93124 Inch 10,50 0.0219 16.18 33.48 7.48 0A0 480.95 400.48 466$041110.27 6110! OUT 483 16.15 480.42 400.48 488.45 409.27 .46027 13 H Z O U cr 0 W CL O C v - W O I Wo W Z O D to Lj N 0000 W Z C U O IW � O a 3 W J LLI LL. N y O a. V z O O W00 2 � U � W Z N Y U 00 .. OC a:: a� LAJ 0- N O a 3 QZ J N r a. O O W00 2 ix to O � W Z g Y U 00 .. W -0 LIJ LLJ Z OICEU U U = 03 �- . Q Z (n U)Y C9 Z Q 0 Z O `W 0- W J �-- L16 W Z 0W ry wa � -J Q V, U .� W Q --) U OC a:: a� LAJ 0- Za.4G'X1 00 ' to x � J H � z �j U� 0 00 O O \ 3 N !- c O O W00 2 ix to O .. Lai W Z Q •• Y U 00 .. Z Q Z m O W U U -) Za.4G'X1 00 ' to x � J H � z �j U� 0 00 DRAINAGE AREA DESCRIPTIONS D.A.= 0.04 Ac. D.A.= 0.22 Ac. D.A.= OJ3 Ac. 3-1 c- 0.90 4-2 C. 0.90 6-2 C. 0.90 tc- 5 m1n. tc- 5 m1n, tc- 5 m1n. D.A•= OJ5 Ac. O.A.= OJ7 Ac. D.A.= OJ9 Ac. 3-2c= 0.65 4-3 C. 0.90 6-3 C. 0.90 tc= 5 m1n. tc= 5 m1n. tc- 5 m1n. D.A.= OJ6 Ac. D.A.= OJO Ac. D.A.= 0.23 Ac. 3-3 C. 0.90 4-4 c= 0.90 6-4 c= 0.90 tc- 5 m1n, tc- 5 m1n. tc- 5 m1n. D.A.= 0.29 Ac. D.A.- 0.28 Ac. D.A.- OJ7 Ac. 3-4 c= 0.90 4-5 c= 0.80 6-5 C. 0.90 tc- 5 m1n. tc- 5 m1n, tc- 5 min. D.A.- OJ7 Ac. D.A.= 0.23 Ac. D.A.= 0.24 Ac. 3-5 4-6 6-6 C. c 0.90 c 0.90 c 0.90 tc- 5 min. tc- 5 m1n. tc- 5 m1n. D.A. 0.39 Ac. D.A. 0.20 Ac. D.A. 0.05 Ac. 3-6 C. 0.90 4-7 C= 0.75 6-7 c= 0.90 tc- 5 m1n, tc- 5 m1n.tc- 5 min. tJ f'�' "/ D.A.= 0.09 Ac. D.A.= OJ6 Ac. O.A.= 0.07 Ac. ��ss-_ _3-7 -� c= 0.90 4-8 c- 0.90 6-8 C. 0.90 tc- 5 m1n. tc- 5 min, tc- 5 min, D.A. 0.20 Ac. D.A. 0.31 Ac. D.A. 2.27 3-8 C. 0.60 4-9 c= 0.81 6-9 C. 0.60 tc- 5 m1n. tc- 5 min• tc- 12 m1n. 1WW TC DA- 0.05 Ac. _ _ .. _ __sr� D.A. OJ5 Ac. D.A. OJ2 Ac. �rj f 3 3-9 C. 0.90 5-1 C. 0.90 6-10 C. tc 5 m1n. tc- 5 m1n. _ DA- 0.28 AC. = O.A.= 0 7 D.A. 0.02 Ac. .2 Ac. J-/0 o I r.. . 5-2 c 0.90 c- 0.60 ,� �i �!��j� fl ' ! J1fi� i i�!,i111i ir' tc- 5 m1n tc- 6 m1n '� / l ' l��/ � �IC;: Jj� �, ` • / / �/1r I rr,li, r l 1i,' �� II�IIt�il DA- 0.67 Ac. DA- 0.08 Ac.DA- OJ7 Ac - • �� f lf�%>��/lrJfijJ��f�i ��/ i�'/fI ipC•/.% tt •S ..S i�� -1I = - r fill 1•li`,f/rl!/J � j��i��\S; lil(� +i �'�� i� , 3 c 0.60 5-3 c- 0.56 612 C. c 0.90 r�;�.r ��• „ �� %if,•lrjf f f l ! f I. _ tc 5 min. tc- 5 m1n. = In. �f%i • �j��, r. / f(lf ' i / � 'i, fl i %Irr/r',` DA 0.08 AC �• j I J ;f-' , f f%.t/% -- . D.A.- 0.27 AC. / �f �� /�r/� D.A•= OJ Ac. ;//,��;i� ��,� �l j,J,.�,, , r,..... 3-12 c= 0.65 5-4 6-13 C. / ��' '`'r„!� C 0.90 , C 0.82 ff�i� ��'' �n if f�u' �! 1 sr%!l/rj !, !�'•r f 3-1. 1 I . ll �� fJ: i:l •• % t %Jl .i tc- 5 m1n /+ /y� • tli= 5 I!/1n. _ f /� ljffi/'''/,/'/ fiJ'7fltJJj:j�'%1�r`�t<%(/(r%��t,:;(lf/!I/jj.'.j• 1 /,...G ' f !/ }. ri. •(!:i yf=� I �: 1. •Jltr1,1::1/11 •t •;1 ;,1 ;�;�1; t^ti.-....J l � � .' :%i%l flft!°! a i'ffir.•. 1, 1 ��%/ ��IjJ:r-'• %��r,%l;' ',� / ;:i;!inrrj/••f11r�, �l(��j D/� ��"lr`r�1��Jr/r�/j�r / t "o, Jf�jtlyft�1/lrft;']1� % 1 .A. 0.05 AC•i//fJ;iillt`/,j•tj?•'!IJ%r,' = D.A. 0 42 Ac r J.•Jr i,. !t ! t.J ?••, / D.A. 0 07 Ac = �%/% , ,/� ,f ,!• rr ><i` ; r r ,;:,;:,J-:.;;:�: • • �� /f%i �i r, i:i't;;ff •i r,rt' l% .tt�r ,t • • i /f ✓i' r;i ;l•-h�,i7 t Y; i, rr,.l,/4,V!, 3-13 ,.'r !?ft,;tl.,r, 1 _ tz,!rf ��.•'1,``'1�,;.;,. c 0.65 5-5 C- 0.62 6-14 (� !, • •, i, tr n w. C= 0•tJ0 / iiri/' /ili r 1 • t. ,f'.t. i r.ftf � ,rf rf. t n r, .. „r,r tJ %.L 1; �;, tc- 5 m1n r t W t �'r( ir'rl �" `�. tc- 5 m1n. tc- 8 m1n, i�h'''w 3 DA R /� tliriiiii, l ,v D.A.= 1.6 A�/ D.A. 0.04 AC • D.�4. 1.03 Ac. 3-14 c= 0.35 5-6 C= 0.90 6-15 1 illi C. 0.82 tc- 5 m1n. _ = tc 5 m1n. tc /0 m1n.'T TiMTM� DA- OJ5 Ac. DA- 0.34 Ac. _ D.A. OJO AC. DA- OJO Ac. p ititih i'i 3-15 c= 0.90 5-7 c= 0.90 C. 0.90 } +` 6-16 6-24 C. 0.90 EXISTING tc 5 m1n. tc- 5 min 3-16 D.A. 0.26 Ac. DA- OJ2 Ac. DA- 1.39 Ac. DA- 0.3/ Ac. c 0.35 5-8 C. 0.90 6-17 C. 0.82 6-25 C. 0.90 tc- 5 min, tc- 5 m1n. tc- l0 m1n, tc- 5 min. D.A. 0.06 Ac. DA- OJI Ac. DA- OJO Ac. D..4.= 2.05 3-20 C. 0.90 5-9 c= 0.90 6-18 C. 0.90 6-26 C. 0.88 <<'ti tc- 5 m1n, tc- 5 m1n. tc- 5 m1n EXISTING tc- 9.49 m1n. D.A.=15.90 Ac. _ _ C. D.A. 0.2/ Ac. _ D.A. OJ8 Ac. DA- 0.34 Ac. 1 f' 3 22 - 6 /9 = c 0.63 510 C. 0.90 c 0.80 6-27 C. 0.80 tc- 5 m1n. tc= 5 min, tc- 5 m1n, tc- 5 min, DA- 0.36 Ac. DA- 0.09 Ac. DA OJ9 Ac. DAN 2.82 Ac. 3-23 c= 0.60 5-21 c= 0.67 6-20 C. 0,90 6'30 c= 0.64 tc- 5 m1n, tc- 5 m1n. tc- 5 m1n, tc- l0 m1n. DA- OJ/ Ac. = O.A.= 0.62 Ac. _ \t- 3-24 _ D.A. OJ4 Ac. 6.21 _ DA 2.60 Ac. �--- � C. 0.90 5 9A C. 0.90 C= 0.60 6-31 C. 0.60 r = t = tc 5 min. - c 5 min• tc- 12 m1n. tc 5 min• 30-7 DA- 0.20 Ac. DA- 0 4' 4-/ = D.A.= 0.06 Ac. 6-23 = J Ac. c 0.90 6-I c- 0.90 c 0.90 6 32 c- 0.64 tc= 5 min, tc= 5 min• tc- 5 mIn• tc= l0 min. I �\ V347 1 0 6= / n•H \ �r \ 1 ur, s 0 �t 4 5 -32 6 l j � t t , �� t t j , 11 \t , { ti ant `!•\ � \, �`*, O \6 i+ 1 �i •1\, i{ i ii { '': i F t t{ {5 \ `�1 S1 L 1 / f k U 1 f iI t V \,.t V W W�F�'+� ALd i t, t fJ \4 IUJ \'\ti\'\ X\\ �i S , S Z O O ,�`.._•��,, � �\�4',...�\V� \v L� v'v° . 1 v v� r,� �ttL � tit, !� } . + ; O �1 1 t i} t+ V N LLJ ,:.., ,1, z a. l �� i•� � �l�t( r11 t ' iflttrr'`iii' 6� j 5 6-21 L / , f _J') ( ,_-- 1 L 5-9 \ 5-8 CIO Z J f r t f/� lr11 ti 14,1�11%" , , \ W w .J C LL OWS O 'N'/ 04 `�V�1',11 I��i N 1�171 %?frj'! 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J / i 'y , (7 ,i T9�� /%% / / : %%/ % \ ,b� _ \ \ sem` , rE - 'Al , ' - - _ y ryo / A / _ w Z dt vP .c,—r� --f -•♦ `rte "' ' / �/ @ g.. —'� / / n f� \ N<?p.. :i i//j / %./'�' F- P ♦ > , // Z U O meg• y /�/ / T w j 4D0 _ ` 1 \'++� yi/'� .i'",i ♦//� / \ — —. —.___) CP Q // ..✓ \ i� E \ r� cc.z i�``> D.B.BC'?. 9��a ✓l' \ �� / �/ \ \ �� _ y c / / \ F <[\ ,2p- It .i�.�, � �•\l` �\d'" 'i , I \\ p�/' n i- - _„"�'� „_.._��?�" / \\\ OP 522.4Pf��w'�\ �` eLF�.-,.VAC'L _ __- 15• �U F3' y51 _�4..I�.0 a , \ \. c �,/ __� \iyf ,%'�{�� tea` 1 xS� \`C. r ' ! ✓' ..9' / i�e/i \ AUi.i ...... _ � � \ l ` rP : 'tT %� '�., 1 -- • \ �.- ��?� ,-� � r ,/ /y i i / _ - _ •�.� meq_/ �.. _ - _.__ q / / \ \ r,/, '� ��OProo� J 3%\al ,` vim.♦ \;, \/'!\ - \ n\-\�'1►- -1-'- \c�-` / // /i/'�f/ir' f ' - '� Lu ftd Lu W �` c) \\ h III 1� r-' W70 _.. f \\ l 21 _N. 04 00 4851 II II i II II \\ \ \ - �l \. \« U W i f OD ) /. — ` /'/ j////� /�/�//i /�JJ i ''490•---- '�/ I I I \\ \` •,\ \ ) ^\\\\ \\\ \ \ W z CC) \ \ \ \\ \ \\ O r.._co _l •-� \ 1 �� ".re � %r //.-/ i ///i // 1 1 / l 1 : (r'// // ^��•�.`__��-.�_---\\`�� \ \�"__-�\ \�\ 1 II I II \� \ \\ 1 /,//1 SCALE 0 40' 80' � � , E&l =WAS. ;;a Ilk owl 1 I I ar I ii t■ t■ MR mf MR rnq 1410 :u:e ■ w..ia .,.w o V) W 7 O� CO .■ a 6. 14 IP 41 TT :i 1 El J BUILDINC� ENTRY LEVEL 3 a / e; o r r r � / o ` CANOPY 0 •a,�e O 24, O 6• HOSPITAL ENTRY .: LEVEL 3 C CRETE RETAINING �• o �` W L W/HANDRAIL �. o �. SEE STRUCTURAL • o ` DETAILS °+ oma'•. � e T 0 0 o ASPHALT PARKING LOT Grt/ �r. / / 6• SIDEWALK (TYP•) s• $1DEWALK ASPHALT ?y PARKING LOT i 120 RAO. �'�• r35 FA — 50• RAD. '--R7-1 STOP SIGN WITH 24" STOP BAR / / / t C O N C-) O O UI / O O / C' a , 0) Cn :C U �> 0 ' O 0 Lo O O N / 12 0 o a O 0 In N In -0 O GO \ DO / U-) 00 J 0 BUS STC AND SHELTER C1 -ori . cc ft �! 30 RAD. R1-1 STOP SIGN . / WITH 24� STOP BAR r 7 L AS THE APPROVED, AY, ,-TKE CONSTRUCTION TO RK&K PLANS Pk 78-311 / :r Q LU U) W O Q 0 N Jti s/ �u Z Z Y U— CCw / I" C Q r O / f 0 40 80 OUTPATIENT CARE CENTER (OCC) s ;.ti a \r r i r r r / f / J1 L/ r j t g f 3� / h ti CONNECT EXISTING \ . PETER JEFFERSON PARI�v°'"• x �r �\ ?In,i LEGEND GENERAL NOTES 4 '1, SEE C300 DRAWINGS FOR GRADING PLANS, C400 DRAWINGS V -DOT CG -2 CURB dt GUTTER FOR PAVING PLANS, C500 FOR STORM SEWER PLANS AND 0800 STORMWATER MANAGEMENT, C600 DRAWINGS FOR SANITARY SEWER PLANS AND C700 DRAWINGS FOR WATER MAIN PLANS. 32. SEE RK&K PLANS FOR PROPOSED ROADWAY DESIGN. ROADWAY v -DOT CG -6 CURB &GUTTER a LOCATION AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLTTHEY. LAYOUT PROPOSED RIGHTG OFIWAYSHOWN ON OR RADIUS THESE TURNSS AT HOSPITAL 1:800 O Caw ENTRANCE DRIVES. HANDICAP RAMP CG -12 - 3. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS e OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 O 5 FOOT CURBTAPER MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN THE SUMe PROVIDED BY TOM MLINCOLNER OF 2SURVEYS IN FEBRUARY OF6 AND AERIAL SURVEY INFORMATION 1993, WITH UPDATES R 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. S. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.OAA. 6. BO SIDEWALKOCCKS SMALL BE PLACED IN ALL PARKING STALLS ADJACENT 7. HGOR•S LANDSCAPE PLANS INCLUDE THE FOLLOWING SITE IMPROVEMENT SCOPE; SIDEWALKS, STAIRS, HANDRAILS, ENTRY PLAZAS, FIRE ACCESS DRIVE, STORMWATER ACCESS DRIVE AND STONE WALLS. 8. ALL DIMENSIONS ARE TO THE FACE OF CURB. KahlerSlater Martha Jefferson Hospital U s e1 1 e One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WL 53214-1470 ANHALT 414-259-1500 SCHLOEMER and Associates Inc. FAX 259-0037 FiPil Rurnnlel. Klepper & Kahl. T.T.P ' Consulting Engineers :r Q LU U) W O Q 0 N Jti s/ Z Z Y U— CCw j I" C Q r f 0 40 80 OUTPATIENT CARE CENTER (OCC) s ;.ti a \r r i r r r / f / J1 L/ r j t g f 3� / h ti CONNECT EXISTING \ . PETER JEFFERSON PARI�v°'"• x �r �\ ?In,i LEGEND GENERAL NOTES 4 '1, SEE C300 DRAWINGS FOR GRADING PLANS, C400 DRAWINGS V -DOT CG -2 CURB dt GUTTER FOR PAVING PLANS, C500 FOR STORM SEWER PLANS AND 0800 STORMWATER MANAGEMENT, C600 DRAWINGS FOR SANITARY SEWER PLANS AND C700 DRAWINGS FOR WATER MAIN PLANS. 32. SEE RK&K PLANS FOR PROPOSED ROADWAY DESIGN. ROADWAY v -DOT CG -6 CURB &GUTTER a LOCATION AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLTTHEY. LAYOUT PROPOSED RIGHTG OFIWAYSHOWN ON OR RADIUS THESE TURNSS AT HOSPITAL 1:800 O Caw ENTRANCE DRIVES. HANDICAP RAMP CG -12 - 3. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS e OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 O 5 FOOT CURBTAPER MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN THE SUMe PROVIDED BY TOM MLINCOLNER OF 2SURVEYS IN FEBRUARY OF6 AND AERIAL SURVEY INFORMATION 1993, WITH UPDATES R 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. S. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.OAA. 6. BO SIDEWALKOCCKS SMALL BE PLACED IN ALL PARKING STALLS ADJACENT 7. HGOR•S LANDSCAPE PLANS INCLUDE THE FOLLOWING SITE IMPROVEMENT SCOPE; SIDEWALKS, STAIRS, HANDRAILS, ENTRY PLAZAS, FIRE ACCESS DRIVE, STORMWATER ACCESS DRIVE AND STONE WALLS. 8. ALL DIMENSIONS ARE TO THE FACE OF CURB. KahlerSlater Martha Jefferson Hospital U s e1 1 e One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WL 53214-1470 ANHALT 414-259-1500 SCHLOEMER and Associates Inc. FAX 259-0037 FiPil Rurnnlel. Klepper & Kahl. T.T.P ' Consulting Engineers :r Q LU U) W O Q 0 N Jti Z Z Y U— CCw j I" C Q r f 0 40 80 OUTPATIENT CARE CENTER (OCC) s ;.ti a \r r i r r r / f / J1 L/ r j t g f 3� / h ti CONNECT EXISTING \ . PETER JEFFERSON PARI�v°'"• x �r �\ ?In,i LEGEND GENERAL NOTES 4 '1, SEE C300 DRAWINGS FOR GRADING PLANS, C400 DRAWINGS V -DOT CG -2 CURB dt GUTTER FOR PAVING PLANS, C500 FOR STORM SEWER PLANS AND 0800 STORMWATER MANAGEMENT, C600 DRAWINGS FOR SANITARY SEWER PLANS AND C700 DRAWINGS FOR WATER MAIN PLANS. 32. SEE RK&K PLANS FOR PROPOSED ROADWAY DESIGN. ROADWAY v -DOT CG -6 CURB &GUTTER a LOCATION AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLTTHEY. LAYOUT PROPOSED RIGHTG OFIWAYSHOWN ON OR RADIUS THESE TURNSS AT HOSPITAL 1:800 O Caw ENTRANCE DRIVES. HANDICAP RAMP CG -12 - 3. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS e OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 O 5 FOOT CURBTAPER MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN THE SUMe PROVIDED BY TOM MLINCOLNER OF 2SURVEYS IN FEBRUARY OF6 AND AERIAL SURVEY INFORMATION 1993, WITH UPDATES R 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. S. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED BY THE N.G.S. OF THE N.OAA. 6. BO SIDEWALKOCCKS SMALL BE PLACED IN ALL PARKING STALLS ADJACENT 7. HGOR•S LANDSCAPE PLANS INCLUDE THE FOLLOWING SITE IMPROVEMENT SCOPE; SIDEWALKS, STAIRS, HANDRAILS, ENTRY PLAZAS, FIRE ACCESS DRIVE, STORMWATER ACCESS DRIVE AND STONE WALLS. 8. ALL DIMENSIONS ARE TO THE FACE OF CURB. KahlerSlater Martha Jefferson Hospital U s e1 1 e One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WL 53214-1470 ANHALT 414-259-1500 SCHLOEMER and Associates Inc. FAX 259-0037 FiPil Rurnnlel. Klepper & Kahl. T.T.P ' Consulting Engineers 05/11/09 - MAJOR COUNTY AMENDMENT A03/10/09 - FINAL COUNTY SITE AMENDMENT p2 o3e 02/27/09 CONSTRUCTION BULLETIN 38 02/06/09 - FINAL COUNTY SITE AMENDMENT #2 12/19/08 Final County Site Plan - Amendment 11/06/08 BP #2 PRICING 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. McCARTRY LTC. 240.43280 KEY PLAN: e d 1 a b c ®K 1® NTS Martha Jefferson Hospital R`On-�� 1110_ C eAu xeeur vereeu. Weir .ra 4i MO eprC Project No. 20060001.10 Sheet Title SOUTHEAST LAYOUT PLAN Copyright Kohler Slater Architects. loc. 2008 111 West Kaconsin Avenue. Mil -auk". Mwonsin 53203 Telephone 414.272.2000 Fox 414.772.2001 110 King Street. Modison, Wisconsin 53703 Telephone 608.263.6300 Fox 606.283.6317 Sheet No. C204 Q LU U) W O Q 0 N Z Z M U— CCw j I" C Q r O 05/11/09 - MAJOR COUNTY AMENDMENT A03/10/09 - FINAL COUNTY SITE AMENDMENT p2 o3e 02/27/09 CONSTRUCTION BULLETIN 38 02/06/09 - FINAL COUNTY SITE AMENDMENT #2 12/19/08 Final County Site Plan - Amendment 11/06/08 BP #2 PRICING 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. McCARTRY LTC. 240.43280 KEY PLAN: e d 1 a b c ®K 1® NTS Martha Jefferson Hospital R`On-�� 1110_ C eAu xeeur vereeu. Weir .ra 4i MO eprC Project No. 20060001.10 Sheet Title SOUTHEAST LAYOUT PLAN Copyright Kohler Slater Architects. loc. 2008 111 West Kaconsin Avenue. Mil -auk". Mwonsin 53203 Telephone 414.272.2000 Fox 414.772.2001 110 King Street. Modison, Wisconsin 53703 Telephone 608.263.6300 Fox 606.283.6317 Sheet No. C204 .10 LP X-3 7 GENERAL NOTES 1 1 / �� %.'�• 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS % •' OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 wY� MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN THE r ! •�' • I l `, ,+'j SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY t r 1 / _ - .• TOM LINCOLN SURVEYS IN FEBRUARY OF 1993• WITH UPDATES PER r t ; I ,,'`" / - /; �.• APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT REFLECT CURRENT CONDITIONS. r r J. ' I / / A / -, = 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER C ✓' - : ,.' OWN SATISFACTION. • • •1• / +- 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED • BY THE N.G.S. OF THE N.O.AA. l }tip • � , � •� '. / / 4. SEE RK&K PLANS FOR PROPOSED ROADWAY DESIGN. ROADAY LOCATION 0 20 40 j ,' Q' 1 / / • I I: AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT ^. I j AND GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. I • 5. SEE HGOR PLANS FOR GRADING AT ALL STAIRS. SIDEWALKS. ENTRY PLAZAS, e • STOOPS, FIRE ACCESS DRIVES AND STORMWATER ACCESS DRIVES. 2 I is ,..:./ j., I % i WILLIS ROAD 1$iSHOWN AS THE APPROVED, FULL BUILO-bill ROADWAY. THE CONSTRUCTION PHASING OF•WILLIS ROAD WILL BE IN A LEGEND SUBSEOUENf SUBMITTAL PROVIDED TO THE COUNTY. 127.69 PROP. TOP F IIWR 3 PROP. FLANGE LINE .�' � i,, j �'• / %�' . :� REFER TO RK&K PLANS 43.E C800 4 �. % •:� ��y I •,,• ,, ;I;/p • 1 FOR TMP% 78-311 123.66 PROP. TOP OF CURB e • SITE PLAN AMMENDMENT 12J.36 PROP. CURB El EV. AT GRADE C800 I �u. �• • 120•00# PROPOSED SPOT ELEVATION / ' EI ' • C ) _i' -•-•--125----- PROPOSED CONTOUR t EXISTING CONTOUR E33 �36 PPx �r l g •// t2s.7a PROP. wALL ELEV.IAT GRADE ,i i / • _. - r / r/ r I : i. A / • 7. �- r• 7 :1 / 1.85 ff' r :• x 'Ile �v i t I .- II .',� i .: C ---.-..-.... .... - _ . _ .. r ® _ •-. -r.,. .. �.. .._ .I v' — _ /•'� _.. �. ^ Q 5' �.., ., xi;ef 9 6: l..'l,r r' Ko :� /. „ /_ / �U CIO 01 ..— — — _ zj i -_..... 1 , 1 / .... _ i ., ...'. v '"`._,„meq ..__ _. _ 1 _ �C31. r .__ a „ , 1 _- •-- ---__ - Cr — _ k w .... -... .�-__--•------------ . .._........... - - _ _ — - - - — ` , v - G , • ..C --s -.. . .- _—_:-.- , _ . e .........-.. - ,. r•.-.-•.. N - r :a 6% .......... , r L r -- '•% Qi •. _ 1 ,�. -- E N.T _ n3 q CO -2 Kahler5later Martha Jefferson Hospital It I p7 &ff-- ( p e (Ill ITT I 0M One Honey Creek Corporate Center 125 South Both Street, Suite 401 GRAEF Milwaukee, WI.53214-1470 ANHALT 414-259-1500 SCHLOEWR and Associates Inc. FAX 259-0037 RUMmel. Klepper & Kalil. LLP • C'ar:.rulting Fngiaeesc O Q O 0 UJ 0 Z O U) w N CNm Q 0 a, O a 0 CD N V) N CC O Do Q Ln CJ) LP X-3 7 GENERAL NOTES 1 1 / �� %.'�• 1. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS % •' OBTAINED FROM SURVEYS PROVIDED BY ROUDABUSH AND GALE, 914 wY� MONTICELLO ROAD, CHARLOTTESVILLE, VIRGINIA, 22902-5902, IN THE r ! •�' • I l `, ,+'j SUMMER OF 2006 AND AERIAL SURVEY INFORMATION PROVIDED BY t r 1 / _ - .• TOM LINCOLN SURVEYS IN FEBRUARY OF 1993• WITH UPDATES PER r t ; I ,,'`" / - /; �.• APPROVED SITE PLANS AS COMPLETED. THIS INFORMATION MAY NOT REFLECT CURRENT CONDITIONS. r r J. ' I / / A / -, = 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HIS/HER C ✓' - : ,.' OWN SATISFACTION. • • •1• / +- 3. ELEVATIONS ON THIS PLAN ARE TO THE DATUM ESTABLISHED • BY THE N.G.S. OF THE N.O.AA. l }tip • � , � •� '. / / 4. SEE RK&K PLANS FOR PROPOSED ROADWAY DESIGN. ROADAY LOCATION 0 20 40 j ,' Q' 1 / / • I I: AND GRADING IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. LAYOUT ^. I j AND GRADING SHOWN ON THESE PLANS ARE TO THE PROPOSED RIGHT OF WAY OR RADIUS RETURNS AT HOSPITAL ENTRANCE DRIVES. I • 5. SEE HGOR PLANS FOR GRADING AT ALL STAIRS. SIDEWALKS. ENTRY PLAZAS, e • STOOPS, FIRE ACCESS DRIVES AND STORMWATER ACCESS DRIVES. 2 I is ,..:./ j., I % i WILLIS ROAD 1$iSHOWN AS THE APPROVED, FULL BUILO-bill ROADWAY. THE CONSTRUCTION PHASING OF•WILLIS ROAD WILL BE IN A LEGEND SUBSEOUENf SUBMITTAL PROVIDED TO THE COUNTY. 127.69 PROP. TOP F IIWR 3 PROP. FLANGE LINE .�' � i,, j �'• / %�' . :� REFER TO RK&K PLANS 43.E C800 4 �. % •:� ��y I •,,• ,, ;I;/p • 1 FOR TMP% 78-311 123.66 PROP. TOP OF CURB e • SITE PLAN AMMENDMENT 12J.36 PROP. CURB El EV. AT GRADE C800 I �u. �• • 120•00# PROPOSED SPOT ELEVATION / ' EI ' • C ) _i' -•-•--125----- PROPOSED CONTOUR t EXISTING CONTOUR E33 �36 PPx �r l g •// t2s.7a PROP. wALL ELEV.IAT GRADE ,i i / • _. - r / r/ r I : i. A / • 7. �- r• 7 :1 / 1.85 ff' r :• x 'Ile �v i t I .- II .',� i .: C ---.-..-.... .... - _ . _ .. r ® _ •-. -r.,. .. �.. .._ .I v' — _ /•'� _.. �. ^ Q 5' �.., ., xi;ef 9 6: l..'l,r r' Ko :� /. „ /_ / �U CIO 01 ..— — — _ zj i -_..... 1 , 1 / .... _ i ., ...'. v '"`._,„meq ..__ _. _ 1 _ �C31. r .__ a „ , 1 _- •-- ---__ - Cr — _ k w .... -... .�-__--•------------ . .._........... - - _ _ — - - - — ` , v - G , • ..C --s -.. . .- _—_:-.- , _ . e .........-.. - ,. r•.-.-•.. N - r :a 6% .......... , r L r -- '•% Qi •. _ 1 ,�. -- E N.T _ n3 q CO -2 Kahler5later Martha Jefferson Hospital It I p7 &ff-- ( p e (Ill ITT I 0M One Honey Creek Corporate Center 125 South Both Street, Suite 401 GRAEF Milwaukee, WI.53214-1470 ANHALT 414-259-1500 SCHLOEWR and Associates Inc. FAX 259-0037 RUMmel. Klepper & Kalil. LLP • C'ar:.rulting Fngiaeesc 03/10/09 - FINAL COUNTY SITE AMENDMENT M2 038 02/27/09 CONSTRUCTION BULLETIN 38 02/06/09 FINAL COUNTY SITE AMENDMENT J2 12/19/08 Final County Site Plan Amendment 11/06/08 BP M2 PRICING 09/08/08 COUNTY FINAL SITE PIAN 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 JLAL: JOHN T. NcCARTHY LIG. "40.43230 KLY PLAN: e d T a b c NTS Martha Jefferson Hospital r W01% yW�ea CML s.mpei eaatur, Orme sr¢ 4i MK e0C Project No. 20060001.10 Sheet Title GRADING PLAN SOUTHEAST Copyright Kohler Scoter Architxte, Inc. 21706 111 West VoKonsin Amr.e, Md.00kee, Wisconsin 53203 Telephone 414.272.2000 Fa. 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 606.263.6300 Fax 606.283.6317 Sheet No. C337 Q UJ Z � U) w O CNm Q z z LU CC 1_ Q 0 03/10/09 - FINAL COUNTY SITE AMENDMENT M2 038 02/27/09 CONSTRUCTION BULLETIN 38 02/06/09 FINAL COUNTY SITE AMENDMENT J2 12/19/08 Final County Site Plan Amendment 11/06/08 BP M2 PRICING 09/08/08 COUNTY FINAL SITE PIAN 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 JLAL: JOHN T. NcCARTHY LIG. "40.43230 KLY PLAN: e d T a b c NTS Martha Jefferson Hospital r W01% yW�ea CML s.mpei eaatur, Orme sr¢ 4i MK e0C Project No. 20060001.10 Sheet Title GRADING PLAN SOUTHEAST Copyright Kohler Scoter Architxte, Inc. 21706 111 West VoKonsin Amr.e, Md.00kee, Wisconsin 53203 Telephone 414.272.2000 Fa. 414.272.2001 110 King Street, Modison, Wisconsin 53703 Telephone 606.263.6300 Fax 606.283.6317 Sheet No. C337 KahlerSlater Martha Jefferson Hospital Moffhews .-1 A 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 I Rommel. Klepper & Ka111- LLP ' Consldting Engincery Ltia Z Q .0— LU I — LU U) J Z LL z 0 0 Z CO LU O N Z � W N a 05/11/09 - MAJOR COUNTY AMENDMENT A03/10/09 - FINAL COUNTY SITE AMENDMENT #2 o3a 02/27/09 CONSTRUCTION BULLETIN 38 A02/06/09 - FINAL COUNTY SITE AMENDMENT #2 oz3 12/23/08 CONSTRUCTION BULLETIN 23 12/19/08 Final County Site Plan - Amendment A11/06/08 BP #2 PRICING 10/06/08 CONSTRUCTION BULLETIN 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 A2 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. wcARM LIC. NO.43280 KEY PLAN: Martha Jefferson Hospital: irosr xqs ela roll •4a1teN-fep ARC, xalllea/.Ole x.¢ 400 Yx{ 4Q Project No. 2006001.10 Sheet Title STORM SEWER PLAN AND PROFILE Cop]righl Kahle, Slater Nchilecls, Inc. 2006 111 Wal Wisconsin Avenue, Milraukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 110 King Street, Madison, Wisconsin 53703 TeMplone 606.263.6300 Fax 606.283.6317 Sheet No. r.-'47 Label Inlet O Time of Concentration (min) Bldg. Conn. O 0 p O BUILDING CONNECTION N/A 0 tD 10 EXIST. MH O 0.59 0.7 O Inlet #3C Combination DI-2DD N p 5 Inlet #21A Grate DI -1 - 0.28 0.8 10 INLET 3 O o Q O INLET 3A Combination DI -2B Nvl O N INLET 3B N "t -0 5 INLET 4A Combination DI-2AA DO C,4 12 5 L(i 00 J Label Inlet Inlet Area (acres) Inlet C Time of Concentration (min) Bldg. Conn. N/A 0 p 5 BUILDING CONNECTION N/A 0 0 10 EXIST. MH N/A 0.59 0.7 5 Inlet #3C Combination DI-2DD 0 p 5 Inlet #21A Grate DI -1 - 0.28 0.8 10 INLET 3 Combination DI-2EE 0.51 0.83 5 INLET 3A Combination DI -2B 0.05 0.95 5 INLET 3B Combination DI -28 0.37 0.56 5 INLET 4A Combination DI-2AA 0.29 0.68 5 INLET4B Combination DI-2AA 0.16 0.88 5 > INLET4EE Grate DI -1 0.2 0.86 5 INLET 4G Grate Dl -1 0.24 0.95 5 > INLET 4H Grate DI -1 0.04 0.95 5 INLET 4HH Grate DI -1 0 0 5 INLET41 Grate Dl -1 0.28 0.89 5 INLET 5A Combination DI -2A 0.42 0.91 INLET 7A Combination DI -2A 0.31 0.86 5 INLET 7B Combination DI -2A 0.48 0.92 5 INLET 7C Combination Dl -2A 0.74 0.8 5 _. INLET 7D Combination DI -2A 0.08 0.95 5 INLET 8 Combination DI -2A 0.6 0.57 5 INLET 9 Combination DI -2A 0.24 0.63 5 INLET 10 Combination DI-2AA 0.1 0.77 5 INLET 10A Grate DI -1 0.42 0.91 5 INLET 10B Combination DI -2A 0.39 0.69 5 INLET 10C Combination DI -2A 0.35 0.78 5 INLET 11 Combination DI-2AA 0.47 0.9 5 INLET 11A Combination DI -2A 0.46 0.73 5 mm INLET 12 Combination Dl -2A 0.25 0.78 5 INLET 126 Grate DI -1 0.29 0.76 5 INLET 12C Combination DI -2A 0.18 0.78 5 mm INLET 12D Grate Dl -1 0.14 0.35 5 INLET 12E Combination DI -2A 0.46 0.83 5 INLET 13 Combination DI -2A 0.13 0.72 5 INLET 14 Combination DI -1 0.65 0.9 5 INLET 14B Combination DI -2A 0.45 0.88 5 INLET 15 Combination DI -2A 0.43 0.95 5 INLET 18A Combination DI-2DD 0.44 0.83 5 INLET 18B Combination DI -2A 0.9 0.84 5 INLET 18C Combination DI -2A 0.43 0.59 5 INLET 18D Grate DI -1 1.87 0.29 10 INLET 18E Combination DI-2AA 0.47 0.84 5 INLET 18F Combination DI -2A 0.47 0.85 5 INLET 21 Grate DI -1 0.43 0.77 5 INLET 22 Combination DI-2AA 0.3 0.73 5 INLET 22A Combination DI -2A 0.4 0.62 5 ~ INLET 22B Combination DI -2A 0.54 0.57 5 INLET 23 Combination DI -2A 0.58 0.61 5 INLET 24 Combination DI -2A 0.42 0.58 5 INLET 25 Combination DI -2A 0.32 0.67 5 INLET 26 Combination DI -2A 0.3 0.71 5 INLET 27 Combination DI -2A 0.52 0.88 5 INLET 28 Combination DI -2A 0.24 0.8 5 INLET/MH 4 Combination DI -21D 0.24 0.85 5__ INLET/MH 5 Combination DI -2D 0.41 0.94 5 INLET/MH 6 Combination DI-2DD 0.2 0.89 5 INLETIMH 7 Combination DI-2DD 0.37 0.9 _..._ 5 Roof Drain NW NIA 0 0 ' _ 5' Trench Drain 1 Trench Drain 0.02 0.95 5 Trench Drain 2 Trench Drain 0.04 0.95 5 Trench Drain 3 Trench Drain 0.1 0.95 5 - french Drain 4 Trench brain 0.57 0.73 5 . ....4ars^. 0 60 120 KahlerSlater Martha JCffPrson Hospital 11hIffhews ❑1 VFLOPMr:NT r PN iN'r 1.1/: A One Honey Creek Corporate Center 125 South 84th Street, Suite 401 GRAEF Milwaukee, WI. 53214-1470 ANHALT 414.259-1500 SCHLOEMER and Assoetates be. FAX 259-0037 1 Rummel Klepper &Kalil. Lir Consulting Fngineers 05/11/09 - MAJOR COUNTY AMENDMENT 03/10/09 - FINAL COUNTY SITE A 02/27/09 CONSTRUCTION BULLETIN38 AMENDMENT �2 02/06/09 - FINAL COUNTY SITE AMENDMENT M2 A12/19/08 Final County Site Plan - Amendment 010 10/06/08 CONSTRUCTION BULLETIN 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: JOHN T. McCARM LIC. NO.. 43280 KEY PLAN: Q J NTS ® ,®iN W L- Z ao U) W O e0 r esrglfu-> ems. noaar wuor. 4e[ ..a OYrr Mer 40MR O Q 0 Z _Z LJJ N � Q 0 05/11/09 - MAJOR COUNTY AMENDMENT 03/10/09 - FINAL COUNTY SITE A 02/27/09 CONSTRUCTION BULLETIN38 AMENDMENT �2 02/06/09 - FINAL COUNTY SITE AMENDMENT M2 A12/19/08 Final County Site Plan - Amendment 010 10/06/08 CONSTRUCTION BULLETIN 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: JOHN T. McCARM LIC. NO.. 43280 KEY PLAN: AV NTS ® ,®iN Martha Jefferson Hospital e0 r esrglfu-> ems. noaar wuor. 4e[ ..a OYrr Mer 40MR Project No. 20060001.10 Sheet Title OVERALL DRAINAGE PLAN Copyright Kohler Slater Architects, Inc 2008 111 West Wisconsin Avenue. Mrleoakee Weconsin 53203 Telephone 414.272.2000 Foe 414272.2001 110 Krng Street, Madison Wiscons'n 53703 TelePhane 608.283.6300 Fox 608.283.6317 Sheet No. C538 MRS -EN IN.W.- -�IN ��0" 4" �� .��. APA � 4 C -]Cd 40'0.0. 5—KOUSA 0 "A LANDSOAFE LS -5 SCALE:I "=40' 0 0 NOTE: SLOPE 3:1 OR GREATER TO BE COVERED WITH LOW MAINTENANOE OROUNDCOVER TO BE APPROVED BY ALBERMARLE COUNTY ENGINEERING REVIEW BEFORE INSTALLATION. O' 20' 40' 80' NORTH KahlerSlater Martha ,Jefferson Hospital 1F4ILO?MRNT C6NPnNY UP lMN{ iLin ea A MR -1 Z W � H O Q H o Z � N Z O U 06/16/09 - Final County Site Plan Submittal 03/10/09 — Final County Site Amendment #2 02/06/09 Final County Site Amendment #2 12/19/08 Final County Site Plan — Amendment 01/28/08 Final County Site Plan Submittal SEAL: KEY PLAN: AV NTS W Martha Jefferson Hospital Project No. 206100.01 Sheet Title LANDSCAPE DEVELOPMENT PLAN - PARTIAL PLAN Copyright Kohler Slater Architects, Inc. 2008 111 West Wisconsin Avenue, Milwaukee. Wisconsin 53203 Telephone 414.272.2000 Fav 414.272.2001 44 E Mifflin Street, Madison, Wisconsin 53703 Telephone, 606.283.6300 Fav 608283.8317 Sheet No. LSA