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Home My WebLink AboutSDP200300011 Plan - Approved Minor Amendment 2003-05-05FWA_ I AyA1911 RI VA NNA DISTRICT ALBEMARLE COUNTY, VIRGINIA OWNER/DEVELOPER: Martha Jefferson Health Services Corporation 459 Locust Ave. Charlottesville, Pirfi.rnia ?2902 Phone No.: (434) 9��2-7303 Fax No.: (434) 98;;9.,o-7324 Attn.: Mr. Ronald J. Cottrell, Vice President Email: ronald.cotdrell0mjh.org 11---174,-,l E/P TIC FIC B/C QD ---01 -- 0 PROPOSED FINISHED GRADE CONTOUR ELEVATII0,'✓ DENOTES EDGE OF PAVEMENT £X/ST/NG (�7�T-L,ITZ�. PAVEMENT PROPERTY LINE �Q SANITARY SEWER g= - WATER LINE ! P__ POWER LINE x 7- TELEPHONE L/NE u DENOTES UN, e', r-: a".s—.� OH DENOTES O GAS - GAS L/NE _ DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) DENOTES BACK OF CURB DENOTES FILL AREA (NO FIN/SHED CONTOUR SHOWN DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE CULVERT OR STORM SEWER PIPE FIRE HYDRANT 6; BENCH MARK LOCATION -- EXISTING CONTOUR ELEVATION CLOUDING OF TEXT INDICATES REVISION TO PLANS NOTES: VICINITY HAP Scale: I " = 2000' 1. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. NLTH �o M.M. MILLS III Reg. No. 19880 17 Sln At ENG, NOTE: AMENDMENT OF SDP -2002-12 AS APPROVED ON MAY 16, 2002 ENGINEER: Jordan Consulting Engineers, P.C. 2540 Professional Road Ric."'mond, Virginia 23235 Phone No. : 272-7009 Fax No. :272- 7088 Attn.: Mr. Malachi M. Afills, P.E. E -Mail : JORCEOJORCECOH SHEET NO. 4, 5, 6, 91 101, 11, 2 OF 12 3 OF 12 7 OF 12 8 OF 12 12 OF 12 INDEX T GENERAL NOTES & TYPICAL DETAILS OVERALL LAYOUT & UTILITY PLAN LAYOUT & UTILITY PLANS OVERALL GRADING PLAN GRADING & DRAINAGE PLANS PLANNING 51-516 ENG/NEER/NG DEPAR AE&L al,,,- OrIDOk-s A d_jva %s&",) u BLDG. CODE & ZONING SERI10E.s APR, 1(i 7 � �i �EGSND PROPOSED 77771 ASPHALT PAVEMENT CUL VERT OR STORM SEWER PIPE A DRAINAGE STRUCTURE NUMBER INDICATES MINIMUM FINISHED BUILDING ELEVA%TON THAT MIN. F. F 177.00 CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BUILDING (S) OR (D ABOVE THE 19' STORM £LEV. OR TO OBTAIN G'^RAVITY SAN. SEWER (S) DENOTES SAN. SEWER (D) DENOTES DRAINAGE INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMENTS INSTALLED PRIOR TO BUILDING PERMITS RING ISSUED FOR THAT LOT. - REGULAR SEEDED EARTH DITCH WITH DIRECTIOIN OF FLOW CROSS HATCHING OF EITHER OF THESE INDICATES THAT PANED DITCH LINING MAYBE NECESSARY IF SUITABLE VEGETATION CANNOT BE ESTABLISHED IN DITCH UNE. � t EC -2 LINED DITCH WITH SEEDING PAVED LINED DITCH 1e" INDICATES DEPTH OF EC -2 OR PAVED DITCH YL/NING INDICATES DRIVEWAY PIPE SIZE IF GREATER THAN 15" C}--►--- SANITARY SEWER LINE ---�--- WATER LINE 11---174,-,l E/P TIC FIC B/C QD ---01 -- 0 PROPOSED FINISHED GRADE CONTOUR ELEVATII0,'✓ DENOTES EDGE OF PAVEMENT £X/ST/NG (�7�T-L,ITZ�. PAVEMENT PROPERTY LINE �Q SANITARY SEWER g= - WATER LINE ! P__ POWER LINE x 7- TELEPHONE L/NE u DENOTES UN, e', r-: a".s—.� OH DENOTES O GAS - GAS L/NE _ DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) DENOTES BACK OF CURB DENOTES FILL AREA (NO FIN/SHED CONTOUR SHOWN DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE CULVERT OR STORM SEWER PIPE FIRE HYDRANT 6; BENCH MARK LOCATION -- EXISTING CONTOUR ELEVATION CLOUDING OF TEXT INDICATES REVISION TO PLANS NOTES: VICINITY HAP Scale: I " = 2000' 1. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. NLTH �o M.M. MILLS III Reg. No. 19880 17 Sln At ENG, NOTE: AMENDMENT OF SDP -2002-12 AS APPROVED ON MAY 16, 2002 ENGINEER: Jordan Consulting Engineers, P.C. 2540 Professional Road Ric."'mond, Virginia 23235 Phone No. : 272-7009 Fax No. :272- 7088 Attn.: Mr. Malachi M. Afills, P.E. E -Mail : JORCEOJORCECOH SHEET NO. 4, 5, 6, 91 101, 11, 2 OF 12 3 OF 12 7 OF 12 8 OF 12 12 OF 12 INDEX T GENERAL NOTES & TYPICAL DETAILS OVERALL LAYOUT & UTILITY PLAN LAYOUT & UTILITY PLANS OVERALL GRADING PLAN GRADING & DRAINAGE PLANS PLANNING 51-516 ENG/NEER/NG DEPAR AE&L al,,,- OrIDOk-s A d_jva %s&",) u BLDG. CODE & ZONING SERI10E.s APR, 1(i 7 � �i 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 ("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 IMMEDIA TEL Y IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN THE CON7R4CT0R SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED WILL BE REPLACED AT THE CONTRACTORS EXPENSE THE C0N7R4CT0R SHALL NOT/FY THE APPLICABLE GOVERNMENTAL PUBLIC WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START OF WORK ON THE PROJECT 2. MATERIALS AND WORKMANSH/P ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF (A) VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDARDS" AND 'POAD 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 OOSHA. 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 GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILDING AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS . 8. 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 SO AS TO OBTAIN THE MAXIMUM 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 OWNERS DIRECTION. 6. GRADING A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO 8E GRADED AND COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS THAN 10. IN SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE- DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL WHICH lS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 959 STD, PROCTOR DENSITY AT OPTIMUM MOISTURE -f-29 UNLESS SPECIFIED OTHERWISE ON THE PLAN. D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE POSITIVE DRAINAGE AT ALL TIMES * AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND VEGETATION SHALL BE CUT BACK WITH AT LEAST 3.•1 BACK SLOPES SO AS TO PROVIDE THE BEST POSSIBLE SIGHT DISTANCE F. STANDARD SPRING BOXES (SB -1) AND UNDERORAIN SYSTEM (U9-1 00-2) 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. IF THIS PROJECT IS LOCATED IN HENRICO COUNTY, 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 THOROUGHLY 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 959 DENSITY AT OPTIMUM MO/STUREf-29 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 PB- / P/PE 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 /S TESTED BY 'VDOT' OFFICIALS AT THE PLANT THE TEST WILL BE GOOD FOR 90 DAYS ONLY. ADDITIONAL 1N PLACE" TEST SHALL BE MADE AFTER 90 DAYS. E. WHEN LOCAL BASE MATERIAL (TYPE //) 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. SEEDING AND MULCHING, ETC. A. ALL FERTILIZING, SEEDING, LIMING, AND MULCHING WILL BE DONE AT THE FOLLOWING RATES UNLESS SPECIFIED OTHERWISE IN PLANS. 1) LIMESTONE 2000 LBS. PER ACRE 2) FERTILIZER -1000 LBSS, PL:R ACRE (10-10-10) OR EQUIVALENT 3) KENTUCKY 31 FESCUE -150 LBS. PER ACRE 4) ANNUAL RYEGRASS-100 LBS. PER ACRE 5) MULCH (STRAW OR APPROVED EQUIVALENT) -4000 LBS. PER ACRE 10. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST SE 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 CONTRACTORS EXPENSE). 11. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF THE N O.A.A. 12. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE THROAT ON THE SAME GRADE AS THE ADVOINING CURB AND GUTTER UNLESS SPECIFICALLY NOTED 07HERWISE ON THE PLANS. I3. ALL CONSTRUCTION STAKING WILL HEAT THE CONTRACTORS EXPENSE UNLESS AGREED UPON BY THE OWNER IN WRITING 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 THE WORK. 2. THE LOCATON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. 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 RESPONSINBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF 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. ALBEMARLE COUNTY ENG/NEER/NG GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY Ek'ISTING ROAD, A PERMIT SHALL BE OBTANED 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 PAVINIG, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VD. 0. T UNLESS OTHERWISE NOTED. 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVAL EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO SE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE /S 2:1 (HORIZONAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5 PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REOUIRED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT lS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFiFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 8. ALL EXCAIVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). a Nal, -�ZZ"MaMMAN091 PATH PAVEMENT DETA/L NO SCALE `i rn � 6' 6'x6 " SAL T TREATED " LANDSCAPE TIMBERS �K 6'x6" SALT TREATED LANDSCAPE TIMBERS ASPHALT PATH PEDESTRIAN PATH DETAIL TYPICAL CROSS SECTION (BUILD ON EXISTING SLOPE) (NO SCALE) 5" BM 25.0 ASPHALT �•it��i0,1im 1,WI at - -- / ' /' PAVEMENT DETAIL A NO DUTY) J" FM 12.5A ASPHALT CRUSHED AGGREGATED BASE COURSE TYPE / SIZE 219 \-COMPACTED P, NO SCALE (ACCESS DRIVE) BITUMINOUS i JOINT SEALING MATERIAL CURBING Tl 1vfW PAVEMENT ,d 4' e a. !r•*,�_l•',�_i•�,i� A. "*5 _. STVIV�V 12.5A ASPHALT CRUSHED AGGREGATED BASE COURSE COMPACTEDE 213 AD !AiVEMENE DETAIL (PARKINGNO SCALE AREAS) 7" AIR i JOGO PSI TH �I rx� ��h �1 ! d I� DED D iii;' -FABRIC� I •' � ��i►��a�.lii'�� l�i'°�� fir► CRUSHED AGGREGATED BASE COURSE OR 22 COMPACTED -/r P. WE V ENT Da4k NO SC14LE 5.5- SM -25.0 ASPHALT al - `rte �r�i4r�iai • : / / :Sa ''/ / SE COMPACTED / // D. PROCTOR DENSITY C•> 2X OPTIMUM MOISTURE N/0 SCALE 4 P7ff 9 ✓ a G v • .�3 as 6" CLASS A-3 CONCRETE o . v 12„ d v v \ COMPAC-TED SUBGRADE-� (959 MIODIFIED PROCTOR 6 DENSITY' *-29 OPTIMUM MOISTURE) DUMPSTER PAD DETAIL NO SCALE AV7E PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY 5' AND EXPANSION JOINTS AT NO MORE THAN 20' INTERVALS. JOINT SEALING - MATERIAL VARIES 5" CONCRETE BROOM FINISHED .r -- 0.25`:I' MIN. 1'"d . �'--COMPACTED SUBGRADE -- 4" GRANULAR FILL 0.5" THICK PREFORMED JOINT FILLER SIDEWALK DETAIL NO SCALE ,--2" RADIUS ,j FACE OF CONC. TO BE CLASS A-3- BUILDING4 `O / IF CAST IN PLACE, / CLASS A4 IF PRECAST qj V SURFACE / d BASE D, . ISOLATION JOINT W/ 0.5- X THICK PREFORMED JOINT FILLER SUBBASE / V. 9. O. T. STD. CG 2 NO SCALE COMPACTED SUBGRADE GRAVEL ACCESS ROAD (DOMINION POWER USE ONL Y) NO SCALE HANDICAPPED PARKING HANDICAPPED SPACES SHALL BE IDENTIF/ED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY HANDICAPPED PERSONS THE LOWER EDGE OF SIGNS SHALL 8E AT LEAST FOUR (4) FEET A80VE=GRADE, BUT NO H/CHER THAN SEVEN (7) FEET ABOVE -GRADE. HANDICAPPED 840MI2 S/GN (USE IIAN" ACCESSIBLE SIGN WHERE DESIGNATED ON PLANS) A/C/AI niriifs nyelr PRECAST CONC. CURB STOP 7.5" 18'; 118 ANCHOR BARS CONCRETE CURB STOP DETAt�L NO SCALE l- CURB & GUTTER PAVEMENT MARKING DETAIL NO SCALE I 2" 3000Psi A/R 2" RADIUS ENTRAINED CONCI ETE Q IJ D.: o 1 1- 0,, 4",f57 STONE BEDDING V.D.O. T. STD. CG -6 NO SCALE 2, - 0" 00 GO g• 9' AS NOTED PLAN m 4" 4AIR NO SCALE NOTE' CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 27,, GRADE PAINTED IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 27o, I� LINES PAVEMENT MARKING DETAIL NO SCALE I 2" 3000Psi A/R 2" RADIUS ENTRAINED CONCI ETE Q IJ D.: o 1 1- 0,, 4",f57 STONE BEDDING V.D.O. T. STD. CG -6 NO SCALE O CROSS SECTION CG -2/6 ) OR MONOLITHIC !( 1}Jl POUR SIDEWALK 9 / CURB HP CUR CUT ✓�-,CONCRET5 SIbEWA* L4 K.. ' 2, - 0" 00 GO PERS fi0' 2" 5" PLAN PLAN m 2 " 4AIR NO SCALE NOTE' CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 27,, GRADE ENTRAINED IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 27o, I� FIRE LANE L OCA TIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND CON! RETE APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS A w ARE THE STANDARD MEANS BY WHICH TO DELINEATE FIRE LANES. 12 " NO PARKING ) FIRE LANE N REFER TO THE VIRGINIA MANUAL TOWING U OF UNIFORM TRAFFIC CONTROL ENFORCE 0 DEVICES FOR STREETS AND D �7 HIGHWA YS ` w THE BOTTOM OF THE CURB AND z 0 0() m GUTTER MAY BE CONSTRUCTED o PARALLEL TO THE SLOPE OF SUB- SURFACE COURSES PROVIDED A MIN � O W Z DEPTH OF 7" IS MAINTAINED. Lo ~i 1 ' - 0" 4" X57 STONE (MIN.) DEPTH TO MATCH SUBGRADE V. D. O. T. STD. CG -7 NO SCALE 10' PER 10' RAMP DOWN PLAN RAMP DOWN O CROSS SECTION CG -2/6 ) OR MONOLITHIC !( 1}Jl POUR SIDEWALK 9 / CURB HP CUR CUT ✓�-,CONCRET5 SIbEWA* L4 K.. ' 1� 00 GO PERS fi0' N PLAN PLAN m HANDICAPPED ACCESS (HP CURB CUTS 0 NO SCALE NOTE' CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 27,, GRADE IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 27o, I� FIRE LANE L OCA TIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS A w ARE THE STANDARD MEANS BY WHICH TO DELINEATE FIRE LANES. 12 " NO PARKING ) FIRE LANE N REFER TO THE VIRGINIA MANUAL TOWING U OF UNIFORM TRAFFIC CONTROL ENFORCE 0 DEVICES FOR STREETS AND HIGHWA YS ` w SIGN COL DRS. RED LETTERS & BORDER ON A WHITE REFLECTORIZED BACKGROUND i-� LETTERS. - TWD (2) INCH "C" SERIES YELLOW CURB MARKING FIRE LANE DESIGNATION DETAILS NO SCALE �0..{ I I•� O co N 00 GO U� N m N N U 00 o ) U �D N z 0 0() m U o v � O W Z Lo ti N 71 � 41 It) / �% !r' rr / r u' «( ` ,; ' L 0, D(?S77VVG TREES ...... - X TO RISU4 IN 4- o it 245r32' DUMPSMR & ! t/ O /{�Q I/ \j it AW It // I, k I C.) 7 TRANSFORMER PAD f• W1 G 4 7 FS W1 9'4 HIGH V ch Ry Ri SCREENING ENCL OSURE \F WY #/ SHALL BE BRICK t �,Qi TO MATCH BLDG. (FOR DETAILS SEE > Z/1AR0HflFCr P 44NS), ZURMN 1EX15711vu zu C 01. rH I it #1 4'' DRAIAACE EASEMEN'.' � OV6 .4 �4- 084 Sc PATH TO 2 126, PG. J,9J I it #/ COV77NIOUS it /I f GRADE OF RISERS REOUIRING G WALL AALS PROPOSED. '44 (FO�?IDETAILS O \ \ r / /{ T. 'j. -SEE ARCH MECT ........... 7 1 61" > (N ........ LOADING DOCKS 0 4.0'HIGH , _ . �.o Hh J ...... AND MECH4NICAL AREA rO BE ...... ...... 16 f ... ... .. ...... SCREENED /ENCLOSED BY 4 1 .... ......... -- — — — — — — — BUILD/NG WALLS 0 NOMIN 4 L .... ...... V 15HIGH PER ARCH17ECTUR4L O ........... ,�3 TYPICAL LIGHTING j-PU /I. ........ ....... A4 RbkVS ELEVAnOAS DESIGN. . . ........ .... MECH4NIC& f %V (TEE LIGHTING PLAN IJOR DET, S)/ L m I (W C.O. (7),F) ZONE -0 OcO POLE 11L_ JG .... .............. LA YOUNTWD A ...... ... ............. U4SONRY SCREENINGIRErNYVING POLE- "OUNIED DEC 77VE IGHT ....... " .1. 01 NOTE.a. WALL (SEE ARCH. FOR OfTjt.�) LOCA770M OF REQUIRED INTERIOR I oe VT DOMES 77C FIRE RPZ BFP % NECESS4RY TO MEET BUILDING CODES. f ...... 00, ifI ........ /* ENTRANCE PAVERS CONC WALKS ......... ...... SEE LA1VV_XAVt AYUH. I-LAMY 01 t .......... L FOR DETAIL S) ............ 94 ... ....... ...... ....... NQ ............. .................. W .. 11 0 U TPA TIEN T CA RE . . . . . . . . . . � I , k rulumt / 1-flAZZ ff I IMPROVEMENTS SHOWN ...... OW CENTER MCC) FOR PLAA(NING umr. Irtl (MEDICA L MOE) FUTURE IMPROVEMENTS A J STORY GAS AS SHOWN ARE NOT WITH THIS SITE PLAN. v* - ....... ...... -36 c :3 1 FL OOR. 770 S. F 7. s Comm, ht y 1900 S. F. MEMIELEC. UNIT ...... CONN. COMZ PA770 PA WALKS PLW 2 fZOOR.- 27,377 S.F. 5EE LANDSCAPE X) .......... .... T"t .. .... ...... -24...... J FL OOR. 690 S.F.S. F. VR Of IAL,.l -4... ... ....... ...... ... .............. �6' y x . . . . . . . . . .... NY � l6I WIIV—. I — I— * * , * .... - 7. Z11::* . T/ L -111L- 6F.1141-111 '"W"uL. LIL-14ML-i ............ .... . . X VA ...... .... ... MAGISTERIAL DISTRICT-. RIVANI ... . .... SEE SIGNAGE PACKAGE MAGI �bO AC. (PHASE 1) ......... Ou PER CORBIN LAND ARI54,�_ tO 1. ....... 0 7X) BLDG/PARK/NG (5 N911Vq,'- :::rPO .? OPS A 4. J A C. (43Z) -BLDG. :.00CUPANC _PA & D PROPOSA P _J-BARK-0A,Y'SHKLL'-'8F'.� OCC MEDICAL9G (3 STORY), (OC 2002 cy)� r vv I .. -'40ULFXRAVAX-- .......... --GROSS SOUARF 1,737SO. FT. Z4S WA NI 7. "o b -,,T SOU (�quvsi= 7,T,390 5 no Q ARE F6 :7- u O 11 c F C),co _81JILDING HEIGHT 5 01/ 0/ I_N (D SEWER & WAT5R: ALBEMA SER 10 cri - !?whw1E WID ROAD ACCESS: PETER JEFFERSON:A C\ SIGHT I TZ,7 R ba L41&n- 0 2 (�6 �4 QD DS, 20b(_1v 401 oP du tom - PARKING REOUIREMENTS. _P LINE 00p X1 P3 )kk 40- 7J,3901200= 367 SPACES REWIRED FU A\7 u 456 SPACES FROKDED 32 HP x MAX PROJECTED EMPLOYEES• 200 9, VOT, 41 u LO U cd .001, J0 it dig Setback �ine Th -for 00 STORMWATER MANAGEMENT• MASTER PLAN 8UP1 NO /V7770/V, DE7F 01&01� C4 RESERVOIR WATERSHED: NONE L =1 Deed ok 11673, Page ifr?)_ 1%� e 600 50.16' % INTERIOR AREA PARKING REOUIREMENT- -A 25 Park/ tb c ck L e Deed Sock Pcge 600, _> 241,798(0.05)=, -42, 090 SO. FT. REQUIRED PARKING AREA: 241,�798 SO. FT. 00 176' 12c/1/_ Nil* TOPOG�-AAAll SURVEY AND BOUNDARY INFORMATION FOR 'SITE WAS FIELD SURVEYED OR CALCULATED' Z 8. M. S. C BY JORDAN :CONSULTING ENGINEERS, BENCHUARKS LLEVATION,.. /0� ORNER OF EX. D/ y PER-, VDOT DATUM, CONTROL ON NOR-THSIDE OF ROUTE 250 ELEV 519.51 AND STATE FARM 'bL,14?,.. ESTARLIS41ED FOR VDOT PROJECT 110250-002-105. ........... ......... A' �Al- SYS SHALLiL 'ROOF 7 'MOUNTED - LIGHTING NOTES. HVAC NICAL (S)IS7L 1. THE SPILLOVER OF LIGHTING FROM PARKING AREA BLDG. ,OR wi7w, A SCREENED`' -FROM IF LUMINARIES ONTO PUBLIC ROADS OR PROPERTY MECHANICAL t IN RESIDENTIALRAL AREA ZONING DIS 731 OR RU EXCEED _-H SIGNAGE R, SHALL NOT EA ED ONL ALF (112) F6 2. SITE SIGN 7F PERMIT 2 EACH OUTDOOR LUMINAIRE EQUIPPED WITY, PER WHICH EMITS JOOO OR MORE INITIAL LUMENS SHALL BE J SEE LIGHTING PLAN PER HIGGINS & GERSTENMAIER A FULL CUT OF LUMINAIRE OR A DECORATIVE LUMINAIRE FOR LIGHTING DETAILS WITH FULL CUT OFF OPTICS AG, s J �� P \ P IncA C/ Inv S In: 4,9J] j5 ( Ay H& GRAP3 &SI. 20' U EC5CM,9I71`__ 40 0 20 80 iso IN FEET 1 inch = 40 ft. J 1-11 1E1 I I D(IS77MG 7REES Xs TO RE W)v Z, T\ 24'x32' DUMPSrER & TRANSFORMER )ok I /—✓__ 14 �>, ple\� ickc 9 HIGH SCREENING PAD W1 GATES W 4 ENCLOSURE SHALL BE BRICK TO MATCH BLDG. (FoR DETAILS SEE ARmflEcr PLAN'S) NJ X 'o 6` WDE XIS ch PEDESrRhW 00 PA rH (TYP.) plA 4#ook Z IN, 7 -Z 7- EXISTING '?Y CEMETEI .30 A �_ 4-,5'74* 0OLF'.-'_ cc —12 51ti / 4 A 2� / r }�. 4. LOC477ON OF REWIRED 0 C�!� 2 a - - � ' � 1 L37 24 � . � 8" 22.50 BEND INTER/OR DOMES77CIRRE "� \ : - J l i RPZIBfP AS NECESSARY TOM BUILDING CODE 8" 22.5 _7N I I 6�_ .-----8" 900 BEND El— {� - % t 8 8"x4" TEE a V VE -7- & 4*xJ" REDUCER W' 3 - NIC& Q) MECH4 YARD X, 0 DOM 7K_ 119. 60 FEATURE WATER ER FEA PHASE 12" IRRIGA77ON T In- DETAILS (FOR DESIGN ....... W1 11/2» WA7T5�� o BOILER SEE LANDSC4PE ARCHITECT PHASE 8-45 ffi#d PLANS) -vAL vE 8 a 401 NOTE, Lc) 124. &wpC.D.A7ER FFA7U57. WRE FO UNTAIN L . ..... 14 WATER SOURCE SHALL BE 77ED I C01 ff-fif T.E hLOADING ZONE TO IfiRIG4 77ON / 34CKf LOW RE TA /N// VG WALL PA VEMEN T (FOR DETAILS FR&TIMON SYSTEM. 041A c oo�, 00 cy) 0) 0 1 m a) too O rN:: - - ' tfr - A,$3tMtfl_ r wz t j —U -L LAM W ILINAL SIGN SPA CL 5 ('7w 71� WIDE 5" LAJ Ll! ..a- ,SIDEWALK 4 00 PI c CONDUIT 1'2 4 W*H[rF (7YP.) 510EWALKS PROPOS FOR ACCEPTANCE STOP 84R(2)3 -0 GAL V. STEEL BY wor FOR SPA 4 ES BE BUIZ rl J CONDUIT (7YP.) /N ACCORDANCE S7 &. - , , PA TIEN T CARE UC77ON OUT STANDARDS OF 9EPAR ENT, rOMFORM TO SEC7701V 152-2021 190-1 OT ZV76? �jl• occ) 00DE OF THE STA TE -9". 8A 10 (MEDICAL OFFICE) w4LVM.-EL.l -S�8 J STORY cmouff I =rr, PIDEWALK NN PAVEMENT OOR: J6,770 S.F. ONRY 8' 8'- 22,1- w a 5.-8' 7:_ -15'1 8' )1900 S.f. UfCHIELEC. UNIT I FOR �f �( }:•24,690 S. F. SW. LAT DETAILS) J '0 SPACPS J FL OOR. 2 FLOOR.- 27"0 D. J77 S.F.S. f. C.O. A9 TT LAJ TOTAL: 90, 7JO S. co/ Vc. PA 7 70 PA VERS W� KS LANDSCAPE ARCH. PLANS r I.49.5 HEIGHT 9 CORNICE r FOR DETAILS) CG12,4 SIGNAGEW/comc. BUMPER BLOCKS (7 bo b0c, P -70-- A7 Al 8'DEWJ C. —1 CG2 AA 0 C APL SIDEWALK: wDvr Lj .2 -SPACE-'( Xx ro ji.71 2.4 5,01 colvoufr. ENTRANCE PAVERS CONC. WALKS w 8.'1. 518.'* -I 8'� 15*1 8*- 8-./ �[ 0, c Lc no 0 . . . . . . . . . (SEE LAhIDSCAPE ARCH. PLANS cd cq 00 —2 o co CG �12" FOR DETAILS 00 IL (Typ) ZE 8 1 & 5'1 8' 1.8-1-. 1 . I .. . . I •i. - 5* 8 0 8' . I � , I I c\, (�ll C\l o N.�o Pvc. \4 ,. SPA S � �l` �l`" � �I` 1 � � � . � . :�:� 4® / Ao, I P.) TY W 0 lov eg,v.r--'o 4 4 5 WIVE' X\ \' '�� CONCREI� C] EWALK / �( / w ,K 3'00 GALV.. STEEL E3. . \ \ ��4 1813.33' CONDUIT (Typ.) 0, 185,9 c. 0. 4 SP.4 CESQ (10 w -A SPACE A A A Loo PA Alt o0 5-Q --� J60 00 ED 11 N'p DROP OFF - I W/ auq, % 41/77ARE 8-0 WIL ,7 7 7E N TO F&URE 16-0 WIL j. EXTENSION CG -124- 00 C �0 -7 J o l , r MIN PARKING SPACE SIZE 9' WIDE x 18' DEEP MAINT MIN 9' WIDTH IN CORMINEAR PARKING LAYOUT. ALL RADII ARE 5' UNLESS NOTED OTHERWISE M®� r1m, p m ME 42 SIFT SIGH7* LINE_-- U 7 0 o M1 R 4 ® -t'�- V)" 7 E o 20 f- AWIV I U41 lou, L- / J 1 inch ft. Q, LAI 5' WIDE ASPHALT z PEDESTRIAN PATH N U 7 0 o M1 R 4 ® -t'�- V)" 7 E o 20 f- AWIV I U41 lou, L- / J 1 inch ft. t 1. VA v 00 8" 8' 1'5�1 _U 8" 15' 80-=11 / ` Q / /� d u Lr El --(),YP < HP SIGNAGE W1 CONC. BUMPER BLOCKS (TYP.)- L�7-6- 8- 1 22 R=�J f, f . :: I I . I . . . - - - � I � V . . I � x - - . . . I . . I in - - . . I If. I 1 0 14 u ee& �24 mt FA �s ME .'WH17t 49 .'STO'p' BIRo bI t: W/ . srop 'S HP SIGM GE 11 W1 GONG. BUMPER SPA 4 ES.�24-7-WHITE ST- w & OCKS YP-) W/' TOP SIGN 5' WIDE ASPHALTS. "LK v ,At /Z SIGN G 11 SPA ES '70 V ' it :: _� - / �- �, ,%, A t �--,, P, Lin ol� NJ 5' WIDE comc. .k .FOR L DE TA I -- SCAPE 5h 'A C t b Cl EWALK / - ICl 24x- . L r / ! / r o SEE 0.18x. ARCH DESIGN qb MANN ID 0 o 'm . - % , % I A�r TO —6 r) A &ADDRESS r L IRECRONAL, D Setbc rk SIGN , / �� t1 % r i l ! / �� } (6- 4'vO PVC 0 4A CONDUIT L9 0 ol (7YR) L6 8 -v 22 112 BEND p (ty TO J) 15 SP4- ;Es OWE EA - 0 potl <,w \ & 0 20 00) I F oo� 77E tA 72 5 ME \< am No AmL I "-x8 wlur_ A.W—rZoiLl 1. ---- Iv VARIABLE WIDTH SING PEVE57RM PATH SIGHT &qS�Af ,ENT UM /T !PE G CG— 12,4 INSTALL STI?.I z v 7.77 0, 4f 06 oc� 8,2, 2 R1— 1 STOP 0 0 Z -CX, (J)4"O COWII� t% UNE AND 24v OR Lc(")) 0 STOP MR. DUCT LINES -:h CovL-7V ---------- m cit 0, 00 o co t 1 00 PKI raj , Mitj S&CK -Z5-� o Z c4 Cq C) u tcq— C4NG Q2 1" 0 j 'S CD L �+ '�% Fx5t z 00 4 -------------- C) C 0 Co 00 6.1 v 4 F�lm p Z In Vele LO � --MV, I " 0' TAPER - p9v?t v "ton -7 CSN /Z 32 PETER JEFFERSON PARKWAY FU7711RE OrIENSION (vor RmEwo OR APPROVED Wfl W THIS PLAN) E3 M 0119.51 nr 5 cbcv- 0, 1 'tiiity He 1,gh 4 7� 4 1-01 u v t L rr, eO 0000, MIN.I PAR N ACE GRA7P.HIC SCALE soe. 1 18' DEEP 822' =1 11= 49 MAllyr. 9' W/lor/-/ W EAR PARKING RKING YI?UT. m ligg! im gm IN FEET ALL V \ ` oll 1 inch 20 f� OTHERWISE IN o T H UNLESS Ess vo / r -E u -J I 1=1 I 1=1 I po-�IA �o ��441 V)00 to� T o z Z D 4� ZYOD o o w w q r n _ y,._.:.... t1L \ i ( L... ... .. .... j kv _ _ N \ ..::. /... 1V f F st n O /NV OUT 5117.49 0 �! /NV 1N. 512.1 _ 2 S 2.87 ,..,,..... .. ...... ;' _ , 5 r • a. � ;' , ; : \ .,•�,-,?;a.. .. � n f3 ° Out: 91.E ,✓ DI L= 12 , N �, - 1 ............... 2 .44 ... cF � TDP 520 FX _ , 32\ - 500 , � e w „ - - 1 59.55 L.F. OF 15 RCP CLASS / _ . m 3 _.. - e� 51 INV. IN. 510.44, INV. OUT 504.00 9 o 0 � N oA , a r 00 00 s= ia8lZ ,r DI JC L- 20 _ ! A �c ; .. r� H. / r _ >~ 30 J 32 ` ,. . , \ \.. T NE�DAiE� o �r -- _ _.. - ria- ° � AT Ef' SAS !E/J Dr ^5i 1 37 TOP- 519. DO ' \ .:....::...= � _ o TDP- 490. DO w �. a „ :., �� `t/L-a�72. ! a ; ! C?C/,, PC7. 82 05 $ • , V`! /� r /- %E -- U -- r 2 \� ' o \ _ I - Irl lMi1/T / / - L d, i F. OF 15 RCP CLASS 1I/ ... _._ _:;:�. _, . � �. `\ ;,. \' � _.__-- _ � O 268.12 L. / o f = \ _ CONI/ERS/ON o \ h \ z x _ .4 INV. OUT 509.04 _ _. _ ._ _:..: , :. . �. . _.._ _..... _ ....... INV. IN. 514 D N _ _ - ,� ,. / S=2. DD% , 1 j N St l uf n3 �.,,�00 o �O .r NQS 4t9 - i 7 , 31 DI -JCC, L- 20 l�!r - TOP- 519. \\ L . D F. ,, „ / X- !' - 3 49 j 1 3 _ .�6Q _ „ - - 4 '\ - 34 _ 1 W % �. y / EX/STING DRAINAGE S}'STEM -- , _ 7 - - 7 IVP 505.5 ` / / f II\A EX 35.55 L.F. OF 18 RCP CLASS //I » z ° _ - _ s / _ _ ra- Y '. MA/NTENANGE INV. IN. = 509.00 INV. OUT= 508-50 , , _. _ _ _ _ _ �, - F -_- _ - CESS -- !9%'/W-}+- / / _ I -III -1 1 S-1.409' - ? - - - , -III- i ��: _ 32 EX D/-7 F �•� _ � � f _ _ - L� B.M. E. CORNER �' � � -.. - 37 f RISE 19,11 _.., r: TOP= 519.00�_ .. r G " , _ _ -III-C I I� »��Q ELEV. 519..51 2A EX 85.92 L.F. OF 21 RCP CLASS I// - _... - -�.� i?irn f l�u� 50j�7�' INt/. IN. = 508.40, INV. OUT--- 507.54 `� -�'i - 7 1. oox. .94 LF OF EX 15 Mp CLA.... /V~ _ � � - _ __. ,� . _ �. _�. - _ -- s r 1 In � ' Orrt: , 93%37 B - `"--�-�__ ms`s- ----_ � - /N 484.00 e `Ilbt/oUT- 4 51 1 - - �_ - ! APHIC SCALE --- S ...10.00% - �� L3J\ - -1 X51 . 0 L. . _., '_.... \ _ _ 40 80 160 - - EX MH 1 W SAFETY FLAB SL 5 0 _ --.� �," , / ` , _ � � . r 1-115" TOP= 523.01) 38 MH - "- P I I -I I TOP- 479.00 I _ _ f � TZ AJ EX 129.61 S1 L.F. O 1 » - �. y a, �� _ _ BHT , 2 F 2 RCP CLASS 1/I - T-�9 t J t % IN FEET - - - 40.00 L.F. OF EX 21 RCP CLAS /l_ .. - _ r, 1 8 r i / ", / 1 - ¢� INV. /N. = 507,50, INV. OUT= 501.85OUT=- - - INV. IN. = 487.28, INV 4 TI '- `` _ �t. - e �I I -I i f ,��-- t' III 5=4.51X _ LAA S-0 70X r, IS Q) 2,4 -0 hVRE,\PZAST1C PIPE (TEMPORAW IOUTFALL) UD FRONT LA L Aj UMDERDRA -P INLET INIWE1 DL7AILW o ti }`� U) ✓U) ',,,_Ivo SGA J. ,Ono= m 0 mmmw� w m ..Wow 0 0 Of-,-,' WALL mompow 0 m wwm� m ■ omom"" .Nmmm 0 m Nownwo ... no Tc Now -W 0 PILIAS .00 -1, y \J) I; 'I ' ;' '' ' fji � ' v Ss2, 4610 -FILTER NOTES - 810—FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS ADEQUATELY SiTA81LIZED ACCORDING TO WATER RESOURCES PERSONNEL (434) 296-5861. —810—FILTER SOIL MIX MUST BE WCK 810—FL MIX' OR TESTED ANDAPPROVED EQUIVALENT. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. — 8 —F WITH A MIX OF NATIVE GRASSES AND EC -2 MATTING. /0 IL TER SOIL MIX MUST BE SEEDED W it RD 1.0 54.00 L.F. OF 1010 PV� ROOF DRAIN INV IN= 517 40- IN UT= .516.28 LkAkLkAk 2.50' TOP 810—FILTER= 509.0 EC -2, TYPE ;4' RIP—RAP STONE W1 FILTER FABRIC BASE LA YER f I -L 505.00 Fl� 505.75 SOIL "'LUCK BIO—FILTER U//Y" WRAPPED IN FILTER FABRIC 1. 00, 12 VD. 0. T J57 STONE 0/5? APPROVEDE-QUIVALENT FIL01' DEEP wo— , 1 00,X56 X 810 - FIL TER * DETAIL At SCALE.- 1 1=20' TEMPORARY B.M.P. 8 SHALL BE REMOVED IN ACCORDAINCE WITH APPROVED BMP/WPO MASTER PLAN FOR PETER JEFFERSON PLACE S= 2.08' RD 12 PROVIDE CAP/PL UG 0 INV. IN ONCE INSTALLED RD 12 56.00 L.F. OF 10 0 F11C ROOF DRAIN INV IN= 514.86, INV. IOUT= 513.70 . . . . . . . . . . S= 2.08.E INSTAL CAPAPL 144? PROVIDE UG 0 INV. )N ONCE bo 19 G) (J� A :,j J l ��.4; i��h4�I� � I � 11 A I, t 521 El /Tr -1- fr-LI jj STAGE 0 N � I EROS16k CON PLAN N TE. 70 TEE TO 8/0 — FIL TERnB 410 'FERFORATD U.D. (SEE THIS PA GA -'FOR DETAIL) WRAPPED- N FIL TER --FASP�,C TIE—IN TO D.I. T. NOTE - MODIFY ALL SAG INLETS1`ti TO Ii PROVIDE ON ALL SIDES. PROVI� E HARDWARE C1 OTH & �K3 STONE 11 IN FRONT OF WEEP---- PEAqNGS, WLEP HOLES TO BE LOWERED TO yZ5 % POSITIVE - PRO VIDE DRA INA GE Of �1 PAVEMENT -S UB—BASE 179A;, -4/M- 5T6WE �,LAYFR. PLAN &DS SHOWN SHALL 11 k TIF TO INI FTS' A C(-0Rh1AJ(-,1 Y UD FRONT LA L Aj UMDERDRA -P INLET INIWE1 DL7AILW o ti }`� U) ✓U) ',,,_Ivo SGA J. ,Ono= m 0 mmmw� w m ..Wow 0 0 Of-,-,' WALL mompow 0 m wwm� m ■ omom"" .Nmmm 0 m Nownwo ... no Tc Now -W 0 PILIAS .00 -1, y \J) I; 'I ' ;' '' ' fji � ' v Ss2, 4610 -FILTER NOTES - 810—FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS ADEQUATELY SiTA81LIZED ACCORDING TO WATER RESOURCES PERSONNEL (434) 296-5861. —810—FILTER SOIL MIX MUST BE WCK 810—FL MIX' OR TESTED ANDAPPROVED EQUIVALENT. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. — 8 —F WITH A MIX OF NATIVE GRASSES AND EC -2 MATTING. /0 IL TER SOIL MIX MUST BE SEEDED W it RD 1.0 54.00 L.F. OF 1010 PV� ROOF DRAIN INV IN= 517 40- IN UT= .516.28 LkAkLkAk 2.50' TOP 810—FILTER= 509.0 EC -2, TYPE ;4' RIP—RAP STONE W1 FILTER FABRIC BASE LA YER f I -L 505.00 Fl� 505.75 SOIL "'LUCK BIO—FILTER U//Y" WRAPPED IN FILTER FABRIC 1. 00, 12 VD. 0. T J57 STONE 0/5? APPROVEDE-QUIVALENT FIL01' DEEP wo— , 1 00,X56 X 810 - FIL TER * DETAIL At SCALE.- 1 1=20' TEMPORARY B.M.P. 8 SHALL BE REMOVED IN ACCORDAINCE WITH APPROVED BMP/WPO MASTER PLAN FOR PETER JEFFERSON PLACE S= 2.08' RD 12 PROVIDE CAP/PL UG 0 INV. IN ONCE INSTALLED RD 12 56.00 L.F. OF 10 0 F11C ROOF DRAIN INV IN= 514.86, INV. IOUT= 513.70 . . . . . . . . . . S= 2.08.E INSTAL CAPAPL 144? PROVIDE UG 0 INV. )N ONCE bo 19 G) (J� A :,j J l ��.4; i��h4�I� � I � 11 A I, t 521 El 20 -7/0 .520.180. Q.1 sc 10 , I- * 20. ( IN FEET ) T. 523 524 yZ5 % �1 (a+ zl� N3 LAJ 20 -7/0 .520.180. Q.1 sc 10 , I- * 20. ( IN FEET ) T. % �1 I vi Tl.% N, X, z )"I I I /I / /V x /V (Vl "1 11 W I /1- V L( V., Sx X' 1 / V : -I v_ ? � I X Z4,W 11 nk -", m/ \zl N X N \\, A V, VIA!- - I -'N- .,&"/ I I - -ZI � - I J �, - W, N I H � izeslry— X ft7f) TT Ill.- M-111 � I I � I M. /-\zN: Z / /ZZ AF, -lie- A . Ulf: ..-, - I j , � " i f � / .- - il-l-`�0-- -,/// I / I I I I I m ; i ;I (" -I � I I " " / I /: .i //AW __ - , I II- __ - ----- __-__ ---- -- i � , i ; . ! ; ; I I 1 ; III 1 I I MATC�HLM SEE PAGE 9 O 12 i I i� ' . R_ EX 24 "� RISER, TOP=490.80 I I SEE PAGE 11 OF\ 1 If IFill "� I ADJUST TOP FDR B/O RLTER I I i i ; 4 lir, I CREST ELEV= 488.50 1 1 t\ 11 Ii I I Ilw� 11 RE—ATTACH PYD—.24 TRASH—RACK I i I Ii i I �, Q I I ! \ s I, , GRADE TO I ELEV= 492.60 I �� % /� I I ' i12' CLEANOUT (TYP) �o �- 34,A� I I I I �I 100 Ylt? ELEY-490.74 Aq _ — _I I I ! , 10 Yfc� ELEV=490.19 fl ---- --- — I ! - I I RCP I ` I . \ ' '' BIO—FILTER SOI EX. 21 _ — J_ J ��I i I i i� l , - 0 ELEV= 488.00 — — — — -_ _ _ 1 I t, � I1 1 . . 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