Loading...
HomeMy WebLinkAboutSDP199900115 Plan - Approved Site Plan Approval 1999-10-061 1 � EXISTING \� PRA BUILDING � I 1 \ 1 � / S AND CLA K DRI VE \\ / POWER COMPAN PRIMARY SWITCH 283 SPACE PARKING LOT PROPOSED — -- 1 t / STORM SEWER APPROX. LOCATION OF EXISTING � PROPOSED � \ SANITARY SEWER � TOWN CENTER \ � PARCEL ' '� /� — _ � .. BUILDING #1 FUT�� j (69,900 S.F.) KI PROPOSED PROPOSED UNDERGROUND �'�vtrrx� \ ELECTRIC "2 —$" CONDUIT 6ob� / �i GAS LINE � � #T e� � � � � OVA � UTILITY � fl� ....... ►��c � EASEMENT P. PROPOSED SANITARY / _ BUILDING::*.*;,., , � SEWER < , w> 1 ���CT�E L�1�f� � ` RAINAGE PROPOSED � ��� � L DASEMENT � au1cp 0 � WATERLINE H� ? FE�UF�� : J FUTURE I ��t�� {N�' l'' "— - J / PRIMARY COMPANY SWITCH PARKING � (LAYOUT TO BE DETERMINED) � PROPOSE elf �fil��E' � � GAS LINE � PROPOSED W`LN'� UNDERGROUND � � �r�� � ��fi�h� ; . � ' � v�R�rr 7d COMMON U II ELECTRIC / � � TILITY (2 -6" CONDUIT) � n� ' EASEMENT (TYP.) � FUTURE PARKING BED DETERMINED) NOTES: I �{.1'CIIRE 1. THIS PLA IS CONCEPTUAL FOR PLANNI OSES. � �'- ;; -..._, 5]T� TPRIN � 2. Y/v,#PCO QUIREMENTS. PROPOSED \ • VEP O MANHOLE AT EACH CONNECTION TO BUILD3kf -�--- \ - •-.... --s: � U G ELECTRI \ / • 11 CONUIT (PVC) REQUIRED AROUND THE � J � � � �`� '� J (2-6* CONDUIT) �" • -8" CONDUIT (PVC) REQUIRED UNDER THE -'MAIN STREET' ENTRA THE ABILITY OF ACSA TO MEET THE REQUIRE NT FO 'FIRE FLOW & DO C WATER SHALL BE ASSESSED DURING THE DES, GN OF SCH NEW BUILDIN \ T 4. THIS PLAN HAS BEEN REVIEWED AND GRANT 'La' CONCE AL APPROVAL ��1'�NC� S: �, j � , ,/ ! �` °,po \ BY THE FOLLOWING \ , ` PROPOSED • ACSA _ � � � � ���� SANITARY � SEWER Soo 14 to a N ♦ s CJ � rr a � o ` N~ a iaa « E-4 h A x s 04 coo 04 w in ovom UNIVERSITY OF VIRGINIA FOUNDATION AROMW DAVIS • CARTER • SCOTT am DRAPER ADEN ASSOCIATES snaxitox FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC ALLEN & SHARIFF CORPORATION H F c N W. CUSTIS n CERTIFICATE No. 8 39 r ti REVISIONS 61261gq PER CaINTY COMM>r M 8 BUILDING R OSION5 ?/ Aq FM COUNTY COMM EWS qt q 1 q PR GGN ' COM� q24 /qq FM ACSA COMMEM ` l2glgq =Elk ACSA COMM 5445 PROJECT TITLE NORTH FORK UNIVERSM Cf VIRGINIA RSEAROi PARK TOWN CENTER OFFICE BUILDING #1 PROTECT NO. FQWO D�PARCEL "E" MASTER PLAN AND CONCEPTUAL UTILITY PLAN SCALE 1"• 12W DATE JULY 19, 1999 DRAWN BY DAA CHECKED BY GWC DRAWING NUMBER &L SHEET 2 OF 13 IPF IPF PF 12 . . PF , 12 IPF L12 TAX MAP x.119 • 32 -6A �P� L125 IPF L13fi ' 10%e O SCOTT A. ,& DENISE L Q DESMOND L137 D.B. 1474, PG. 241 i TAX ... AP 32-4B � L138 , DAN D. & CHRISTINE G. f..� SCHNITKA D.B. 1043, ' PG. 541 PETER J. & AMY S. RICOTTA C PP D.B. 1148 PG. 504 �i Q d D 4 . BRID 7 L139 32-19 T A X MAP i t SUBDIVISION AT �' -� �'` C. j DB. 300 PG 556 ! 4 2 3 1 5 Ll 51 �-- ` --.. i mil/ n co 10 / owwwwompRI TAX r t [ , !' le %11. 0 IP s• �,� r 12 � � �,,. -,. j� x x ` QU AIL RU- . 60' R W D.B. 1439, PG. '' {' t f T.J. BRESLIN 1166 , PG. 2fi D.B.. � � r✓ � �' � tpr' 2 DAVID F. COOKS �. 1 —.. �.. - ✓� #? Q.B. 810, PG. 216 � ,-� .. -^�'` �' ```'`-- -- � r _ -, IN MOTION CONTROL INDUSTRIES, INC. D.B. 1514, PG. 660 D.B. 1439, PG. 53 --� B�, JEFFERSON NATIONAL BANK D.B. 1124, PG. 39 i TAX MAP 32 -D ole i, OC-I Ice MICROAIRE SURGICAL �, 1 D.B. 1439 INSTRUMENTS, INC. PG. 53 "., _..... --- 4 ry. A 3�¢ X10 G, A -- �. f 0-0 ,90 t s� SHED t , t � CRUTCHFIELD CORP.' ! 7.4- --«., D.B. 889 PG. 740 ! ! IPF LARRY B. & BARBARA A. ,.� TAX MAP 32-19 HALL 6.10' � 1 D.B. 1252, PG. 284 r /p TELE. / -PAD ' ~ BLDG. REMAINS JAMES B. MILLER & CRUTCHFIELD CORP. I UCILLE TIRRELL D.B. 913, PG. 338 f ! D.B. 913 PG. 336 � {' 10.8' . RIVANNA PARTNERS L.P. TELE. .«•___...... . N F FIRST MERCHANT Q.B. 1132, PG. 29 PAD �� SHED MOBILE HOME 1 � � NATIONAL BANK ,, 8Y1 1 ' PARK D.B. 690, PG. 304 *y a � �G a C a h H Q '� • ■ 04 coo az p v owwm UNIVERSITY OF VIRGINIA FOUNDATION DAMS • CARTER SCOTT cave. DRAPER ADEN ASSOCIATES s wxMxK FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC ALLEN & SHARIFF CORPORATION GLENN W. CUSTlS c, CERTIFICATE No. a 8039 Ssi4 NV REVISIONS 6126M PER COUNTY CC 44EM # SUILDINS FMVISI '712gAq PER COUNTY COMMENTS q/gAq PER CONry CAMIern q/34/" PER AMA C4MMEM q( q PER AC5A CCU NT$ PROJECT TITLE NORTH FORK UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 PROJECT NO. DRAWING TITLE Overall Information Sheet SCALE 1"m 200' DATE JUNE % 1999 DRAWN BY DAA CHECKED BY GWC DRAWING NUMBER &3 SHEET 3 OF 13 i %7IG11c11 %AKll. lw Ii c7 CKUMAU l AMU MCV,LMCM I %o%JFV 1 KVL MU 1 Lb 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND 1. ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY 14. MS .. ] 10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE STRUCTURAL. EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING ` CONNECTION TO ANY EXISTING ROAD, A PERMIT PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOUTION. CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT ABBREVIATED VDOT). CONTROL HANDBOOK AND VIRGINIA VR 625 -02 -00 MEANS, METHODS, � s � TECHNIQUES SEQUENCES , OR .PROCEDURES OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 2. ES -2. THE DIVISION OF SOIL AND WATER CONSERVATION OF THE STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. DEPARTMENT OF CONSERVATION- AND RECREATION MUST BE NOTIFIED T`5. MS -17. 17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT ['K }] 804 --371 -6041) ONE WEEK PRIOR TO THE PRE-- CONSTRUCTION 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION PAVED PUBLIC ROADS, PROVISIONS SHALL BE -MADE TO MINIMIZE THE CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. PORTIONS OF ''NITS WORK. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. MAXIMUM ALLOWABLE FILL OR 3, ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO CUT SLOPE IS 2 :1, WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING 21. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR, OR THEIR AGENTS OF ANY SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF OR LAND- DISTURBING AND SEQUENCE OF CONSTRUCTION APPROVED. 5. PAVED, RIP -RAP, OR STABIUZTION MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGWIA OR ANY ORDINANCE ENACTED BY EACH DAY, SEDIMENT SHAD. BE REMOVED FROM THE ROADS BY COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNATE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 4, ES--4. A COPY OF THE APPROVED EROSION AND SEDIMENT DRAINAGE CHANNEL. CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. ES--5. PRIOR TO LAND DISTURBING ACTIVITIES IN AREAS OTHER 6. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THAN INDICATED ON THESE PLANS OR OFF -SITE FILL ACTIVITIES, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE DEPARTMENT PROCEEDING WITH WORK. LAND- DISTURBING ACTIVITIES. OF CONSERVATION AND RECREATION /DIVISION OF SOIL AND WATER CONSERVATION. 7. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 6. ES--6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF /�,/� ��� CONSTRUCTION N THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE, ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT 8. THE PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY EROSION AND SEDIMENTATION AS DETERMINED BY THE DIVISION OF CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR NON- EXISTENCE SOIL AND WATER CONSERVATION OF THE DEPARTMENT OF CONSERVATION AND RECREATION. OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTIUIY" (1- 800 - 552-7001). 7. ES -7. SITE GRADING IS TO DRAIN TO THE PERIMETER CONTROLS EN ERAL WATER AND-SEWER COMMONS - CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE S01L., IF. A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER 'IS NOT. OBTAINABLE, A REVISED PAVEMENT DESIGN AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING 9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION, UNTIL FINAL STABILIZATION IS ACHIEVED. CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND /DR LOCATION OF UTILITIES R 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE 8. ES -$. DURING D THE EFFLUENT WILL BE FILTERED PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF 2. ALL UNSUITABLE MATERIAL. SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. OR PUMPED INTO SEDIMENT MENT BASINS OR SILT TRAPS. RECORD OR NOT SHOWN ON THESE - PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN 9. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, MEASURES PERIODICALLY (AT LEAST DAILY) AND AFTER EACH RUNOFF- STOP STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP 2. THE LOCATION OF EXISTING .UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON NO LESS THAN ONE LITTER RECEPTACLE S BE PROVIDED T RE ACLE HALL 0 A THE CONSTRUCTION SITE. TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES 10. RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE THE PLANS AND WHERE SHOWN H! ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL, ON 5 OWN SHALL BE MADE IMMEDIATELY., THE CONTRACTOR WILL MAINTAIN A DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. LOG OF INSPECTIONS, MAINTENANCE PERFORMED AND REPAIRS MADE 4 ALL SPRINGS S D PIPED TO TH i GS HALL BE CAPPED AND 1 ED E NEAREST DRAINAGE DITCH OR DRAINAGE TF PIPE E 0 ALL. FOR INSPECTION BY THE OWNER AND THE DEPARTMENT OF CONSERVATION 11. THE CONTRACTOR SHALL PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1. NOTIFY ENGINEER IN ALL CASES. AND RECREATION /DIVISION OF SOIL AND WATER CONSERVATION. AND SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT` AND VANDALISM. THE 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 10. [[ (�11}} PERMANENT STABILIZATION TEMPORARY S IL 5. ALL BASE, SUBBASE, AND SUBGRADE MATERIAL SHALL. BE COMPACTED AT OPTIMUM MOISTURE CONTENT WITHIN ASPPLLED4 T0l DENUDED I AFTER BE 12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS A 2% TOLERANCE. IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA TIONAL GEODETIC SURVEY. STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE UABILTY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR SITE, PONDING ON THE S PARTICULARLY ADJACENT TO BUILDINGS AND STORM STRUCTURES. THAN ONE YEAR. LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP 13. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE 11. MS -2. 4 {2) DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE THE OWNER. MISCELLANEOUS TEMPORAR` PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL 14. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.... BE REPAIRED, REGRADED, AND RESEEDED. , 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE 15. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST'BE MAINTAINED BY AND MADE AVAILABLE AT THE 12. MS--3. gy A PERM ANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. CONSTRUCTION SITE BY THE CONTRACTOR. PERMANENT VEGETATION' SHALL NOT BE CONSIDERED ESTABLISHED 16. BEFORE BURNING, BLASTING OR TRANSPORTATION OR STORAGE OF 'EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE ALL REQUIRED PERMITS. DIVISION OF SOIL AND WATER CONSERVATION OF THE DEPARTMENT OF 3.' CONTOUR INTERVAL 2.0 FT. CONSERVATION AND RECREATION, IS UNIFORM, MATURE ENOUGH TO 17. THE CONTRACTOR, SHALL. PERFORM ALL WORK USING DIMENSIONS SHOWN ON-THESE PLANS. THE CONTRACTOR 4. BENCHMARK #1: N4656.9300 E6488.8645 ELEV. 549.94 SURVIVE AND WILL INHIBIT EROSION. SHALL NOT USE ,SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER NEASURLNG DEVICES TO DETERMINE SPATIAL 13. MS-4j4(4)) SEDIMENT BASINS AND TRAPS PERIMETER DIKES SEDIMENT RELATIONSHIPS ON THESE DRAWINGS. BARR, ND OTHER MEASURES INTENDED � TO TRAP SEDIMENT SHALT. BE 18. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD 'A' PER CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL STANDARD PROCTOR AASHTO -T99, ASTM D -698, OR VfM -1, AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A 100 -YEAR FLOODPLAIN LIMITS. BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PROFESSIONAL ENGINEER. THE PREPARATION OF A GEOTECHNICAL REPORT, IF MORE STRINGENT, SHALL SUPERCEDE 6. A 100 -YEAR FLOOD PLAIN EXISTS WITHIN THE LIMITS OF THE PARCEL 'E' BOUNDARY, THE REQUIREMENTS STATED ABOVE. REFER TO GEOTECHNICAL REPORT FOR SPECIFIC COMPACTION & GEOTECHNICAL 13. MS -5. [4 5)) STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN MEMBRANE REQUIREMENTS UNDER BUILDING PAD. STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION *4 ■ "4 '� a C w a h w � h v a � owvm UNIVERSITY OF VIRGINIA FOUNDATION ANCHrrWr DAMS • CARTER * SCOTT CwL DRAPER ADEN ASSOCIATES Swwcn=L FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC ALLEN & SHARIFF CORPORATION GLENN W. CUSTIS h CERTIFICATE No. a 8 39 A �FBSSSO��y REVISIONS 19. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITIES IN THE AREA OF PROPOSED PER COUNTY COMMENTS & BUILDING REVISIONS EXCAVATING DAYS, BUT AN N AV OR BLASTING AT LEAST TWO (2) WORKING D NOT MORE THAN TEN {10) WORKING DAYS,. 14. MS .. ] 10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE 9/9/99 PER COUNTY COMMENTS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOUTION. ..[4(10) DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT- 20. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION CO E S'YSTE WITHOUT FI CONVEYANCE FIRST MEANS, METHODS, � s � TECHNIQUES SEQUENCES , OR .PROCEDURES OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. CONNECTION WITH TH E W ORK SHOWN O N THESE P LAN S. THE ENGINEER SHALL NOT BE RES PO NS I BLE FOR THE CONTRACTOR'S H fl SCHEDULE, FAILURE TO CARRY OUT THE WORK,.. IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS T`5. MS -17. 17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT ['K }] OF THE CONTRACTOR, SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, OR ANY OTHER PERSON PERFORMING PAVED PUBLIC ROADS, PROVISIONS SHALL BE -MADE TO MINIMIZE THE PORTIONS OF ''NITS WORK. TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD 21. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR, OR THEIR AGENTS OF ANY SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF -- LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGWIA OR ANY ORDINANCE ENACTED BY EACH DAY, SEDIMENT SHAD. BE REMOVED FROM THE ROADS BY ALBEMARLE COUNTY. SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL. BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. 16. MS-18. [4 (18)] ALL TEM P ORARY EROS ION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER /�,/� ��� CONSTRUCTION N THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE, AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT 1. A GEOTECHNICAL REPORT HAS BEEN COMPLETED AND IS AVAILABLE FOR THE CONTRACTOR'S USE. AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY 'MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT CONTACT THE ARCHITECT FOR A COPY OF THE SOILS REPORT. FURTHER EROSION AND SEDIMENTATION. EN ERAL WATER AND-SEWER COMMONS - CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE S01L., IF. A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER 'IS NOT. OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. R 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 2. ALL UNSUITABLE MATERIAL. SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. WORK. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA UTTER CONTROL ACT. 2. THE LOCATION OF EXISTING .UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON NO LESS THAN ONE LITTER RECEPTACLE S BE PROVIDED T RE ACLE HALL 0 A THE CONSTRUCTION SITE. THE PLANS AND WHERE SHOWN H! ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL, ON 5 OWN NECESSARY. INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS E 4 ALL SPRINGS S D PIPED TO TH i GS HALL BE CAPPED AND 1 ED E NEAREST DRAINAGE DITCH OR DRAINAGE TF PIPE E 0 ALL. SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1. NOTIFY ENGINEER IN ALL CASES. 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. 5. ALL BASE, SUBBASE, AND SUBGRADE MATERIAL SHALL. BE COMPACTED AT OPTIMUM MOISTURE CONTENT WITHIN A 2% TOLERANCE. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA TIONAL GEODETIC SURVEY. 6. ALL FINISHED GRADING, SODDING, SEEDING, OR PAVINGSHAL L BE DONE IN SUCH A WAY TO PREVENT WATER FROM R NOTIFYING "MISS UTILITY" 1 --800r -552 -7001. 5. THE. CONTRACTOR .SHALL. BE RESPONSIBLE F0 NO { ) SITE, PONDING ON THE S PARTICULARLY ADJACENT TO BUILDINGS AND STORM STRUCTURES. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE,' OVER THE CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERUNES, ETC. MISCELLANEOUS 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 1. SURVEY DATUM: USGS - NGS 29. MEAN SEA LEVEL - 0.00. DURING A FIXTURE EXTENSION OF THE LINE. 2. BASIS OF BEARINGS: VIRGINIA STATE PLANE COORDINATES, SOUTH ZONE, 1927. 3.' CONTOUR INTERVAL 2.0 FT. 4. BENCHMARK #1: N4656.9300 E6488.8645 ELEV. 549.94 BENCHMARK 2: N4282.9331 E6957.0853 ELEV. 503.57 5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED, AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN LIMITS. 6. A 100 -YEAR FLOOD PLAIN EXISTS WITHIN THE LIMITS OF THE PARCEL 'E' BOUNDARY, BUT IS NOT WITHIN THE LIMITS OF THIS PROJECT. *4 ■ "4 '� a C w a h w � h v a � owvm UNIVERSITY OF VIRGINIA FOUNDATION ANCHrrWr DAMS • CARTER * SCOTT CwL DRAPER ADEN ASSOCIATES Swwcn=L FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC ALLEN & SHARIFF CORPORATION GLENN W. CUSTIS h CERTIFICATE No. a 8 39 A �FBSSSO��y REVISIONS 6/28/99 PER COUNTY COMMENTS & BUILDING REVISIONS 7/29/99 PER COUNTY COMMENTS 9/9/99 PER COUNTY COMMENTS 9/24/99 PER ACSA COMMENTS PROJECT TITLE NORTH FORK V UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 PROJECT NO. 899130 DRAWING TITLE Notes Sheet i i SCALE 1 "= 30' DATE JUNE 1, 1999 I DRAWN BY DAA I CHECKED BY G WC DRAWING NUMBER C4 SHEET 4 OF 13 Virginia Uniform Coding System SEDIMENT TRAPS for Erosion and Sediment Control Practices SMH TOP-fi56 33 ✓ 1�- 545.90'. � � TRAP # A I DRAINAGE F (Aa;tES) �R. VOL. REQ'D. WET STOP. VOL. PROV. WET STOR. F65 DRY STOR. VREQ'D. DRY STOR. ROV. DRY STORAGE ELEV. OUTLET LENGTH BERM WIDTH A 3.00 201 CY 201 CY 520 201 CY 5616 522 18,0' 2.5` 3.31 TEMPORARY SEEDING 3.33 SODDING, 3.36 SOIL STABILIZATION BLANKETS AND MATTING 3.38 TREE PRESERVATION AND PROTECTION 3.39 DUST CONTROL TOP-W-' \ .,�... BORING INFORMATION / To � /D► ° u v� \ "�- --.... BORING SURFACE BOTTOM ROCK jJ 54.70 .-- -----� ~�-• El VATION ELEVATION ENCOUNTERED GRA T /i INVj -54 �.'"• --- iJn�e� .... ..._ ! �/ntvo -- ....�,,.�. `,., .�� f f �, 1 �,,, _ �/ da JALVO &1S 554 536 YES T0 5 .{26 �j� iN�p533.3s � ,• � / ,� ...,- ® � .�nw 8 -25 548f 516 ** NO -�- •.,. r ~'''-- ��b, B-3S 531* 505 ** YES NSTRUCTION VEHICLES ' . �` "S 510 504 YES 1l -- '�`'` �� &1B 538 508 NO SHALL ACC S Snr-AT- -:-- - �P "-9.80 1�` __,_.�tcr� 8-2B 538f 51$t NO / I / H/DI CONSTRUCTION I MRMCE v.- 542.52 TOP- 553.57 _ �___ - _ _ �, B-38 530* 515* YES / / ..► .. ---r" INV.- 546.07 � `� / '4tm� t � YES B-5B 546* 523+ YES / M/al '-- -...._ NOTE: BORING LOCATIONS ARE APPROXIMATE AND HAVE NOT /-.- TOP -552.3 .�._ ..._ r �'_ . BEEN SURVEY LOCATED. THE ABOVE INFORMATION IS SHOWN IN ,� FOR INFORMATION AND COORDINATION PURPOSES ONLY. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. sTMH I s ``-� .- \ *DEPTH TO PARTIALLY WEATHERED ROCK* TOP -551. -'" -� - 00 �'"• IN V 115r LIMITS OF CLEARING CON ON & GRADING STWHgi Nt?, THE 3.01 SAFETY FENCE 3.02 TEMPORARY CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.07 INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.14 TEMPORARY SEDIMENT BASIN 3.18 CULVERT OUTLET PROTECTION 3.20 ROCK CHECK DAM 3.31 TEMPORARY SEEDING 3.33 SODDING, 3.36 SOIL STABILIZATION BLANKETS AND MATTING 3.38 TREE PRESERVATION AND PROTECTION 3.39 DUST CONTROL TEMPORARY CONSTRUCTION FENCING `� pp v .. yr -5134,. ra I ..... -�_ - NOTE. 1, REFER TO EROSION CONTROL. NOTES STH --� (SHEET C-4). STMH jD 73 30 TOP-- 55344T. . 79 48. ` 2. REFER TO SHEET C -8 & C -9 FOR EROSION & T SEDIMENT CONTROL DETAILS. PAYED- 1STRU J , ORA EE,-MAIL WING C=8) STM G AREA ,_ --�. '�. `�► TO MAIN `�, --. TOP -�s3g " �. 1 �, / / / 1 ACRE - ''~- '� ., �. ... -- Q �,. / r 527. /INV.- 517.4 0 5-v 141 . .-' .' �- - /'•,... -. -'' / / / /. / / / / ,,. ..-- -� .„` ,,,, .,,` ..1 ., `„ \ T - 1533.11 �. lop 53 . ! ffi .- 528 21 / SiMli,/Ctt INK - 829.47 T0P 5 5 IN .1 r 1 . -51 .46/ ISt! STEEP SLOPE °'`r / .�--- ~"" / o .., / E BY PREVIO /'r 1 / / / / �. ''� ��\ '� `'' Mp_ $i / s / �, INV. -52. 3 / DISTURBANCE \�--�- 1 B Vn TOP -525.0 ,-- EXISTING TREES IN SIG-W -- -' / / / / •� ti.. - i J DISTANCE EASEMENT -TO BE / / / ,� _ \ �• 1 / / � sT�iH \, REMOVE CURB r ., REMOVED OR -WELOCATEQ., r / / \ TOP . a EXISTING � � mv. -sa1. AND GUTTER j •-- / / DRAINAGE DMDE L / IP / RMOVE ASPHALT -- 2S / / �� sj° sAWCUT JOINT �, I REMOVE CURB CONSTRUCTION , t t �C { \ 1 f =REMOVE EXISTING TR EONNCSE TOTAL f _._._.... DISTURBED AREA / / ..,....� N w 8.36 Al / STMH REMOVE HAL mK -si , 1 R {p B 2 B ,� -g 7 ' 11 SAWCUT JOi NN 04 . Nq a a a. a r v 1"" 14 c� � b offlam UNIVERSITY OF VIRGINIA FOUNDATION DAVIS • CARTER r SCOTT DRAPER ADEN ASSOCIATES snwcnim FEERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC E& SHARIFF CORPORATION GLENN W. CUSTIS e� CERTIFICATE No. a 8 39 . $p ESBIO�A'4 REVISIONS 6/28 1qq PER COUNTY COMMENTS d Bt LDfN6 REV151ON5 1/2glgq PER COUNTY COMME'NT'S "/qq PER COUNTY COMMENTS g124Aq PER AGSA COMMENTS gnglqq PECK Al COMMENT'S PROJECT TITLE NORTH FORK UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 PROJECT NO. FM130 DRAWING TITLE Demolition &. Erosion Control Plan SCALE 1'• 30' .DATE am 11999 DRAWN BY DAA CHECKED BY CWC DRAWING NUMBER C -5 SHEET .5 OF tS H:\ PROJECTS \R99 \R99130- 01/M/99130010.DW.' NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH 4. THE APPLICANT SHALL DISCONTINUE THE USE OF THE PARALLEL 7. THIS BUILDING SHALL BE EQUIPPED WITH A 0 EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL PARKING SPACES ON THE TOWN CENTER OFFICE BUILDING #1 SIDE SPRINKLER AND STANDPIPE SYSTEM. CUT OFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL OF THE 'TOWN CENTER MAIN STREET." IF THE USE OF THESE SPACES SMH CUT OFF OPTICS. CAUSES THE LEVEL OF SERVICE (LOS) OF THE INTERSEC71ON OF LEWIS TOP-556.33 INV,-545.90 AND CLARK DRIVE AND "TOWN CENTER -MAIN STREET" TO FALL BELOW LOS D. all 2. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINATES m PER THE PROFFERS ONTO PUBLIC ROADS ANDPROPERTY IN RESIDENTIAL OR RURAL 5. THE APPLICANT SHALL PROVIDE SIGNALIZATION, 04 ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT AT THE ENTRY INTERSECTION TO THE TOWN CENTER PARCEL, IF CANDLE. AND WHEN SUCH SIGNALS ARE WARRANTEDBASED ON THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS. P4 smH -------- REFER TO DRAWING C-9 FOR PARKING LOT LAYOUT DETAIL TOP-557.16 0 6. ALBEMARLE COUNTY PLANNING COMMISSION GRANTED APPROVAL %4 INV.-531.64 13 �VALVO STMI' FOR CURVILINEAR PARKING, PARALLEL PARKING, AND CRITICAL rOP 554.32 INV.-547.70 Vu vo GRATE INLET SLOPES, JULY 27, 1999. TOP-548.26 INV.-533-36 04 STMH9911.80 04 TOP- .......... CONTRACTOR SHALL COORDINATE ::11 H/v ALL LANDSCAPING IN SIGHT C.0) ---------- EASEMENT WITH VDOT tj -553.57 04 V.-546.07 H/DI REFER TO DWG�C_13 d TOP-552-�q, FOR SIGHT DISTANCE 04 PROFILE 11 q EXISTING FIRE LANE PAINT STRIPE (REFER STMH/D1 0 FIRE TOP- 551,62111--l' I-OAD TO BE AN EXISTING TO DRAWING C-8 FOR DETAIL) KI 1 r, j4=6 I F1 FrTRlr.Al r.111IRTYARRIPPIPM TA 0 I V_ EXTENDED AT X-4AY ELECTRICAL DRAWINGS FOR DETAILS � 1; -�END T P- 41 S MH /01 0 T� LEWIS AtTOE DATE 0 648.42 STM COORDINATE PAD SIZE W/84MICAL DWGS. INV -540 92 % TOP- 43. PRIMARY SWITCH & PAD TO BE INV.-5.38.35 INSTALLED BY POWER COMPANY FIRE DEPT. SIGN CTOR SHALL COOR REFER TO DWG. 'S?,4d A, "�*� S .. ..... .................. .. C-8 FOR DETAIL ..................... TRASH DUMPSTER & *"%*LL (REFER SCREEN sSTMH Top_544�79 ING. C-8 DETAIL) STMH /DL";-- INV.-537.55 LLJ \ 1, ^r, ___� N, t 'V�4,8.73 '0, .01 .30 R BE PAINT"-,, S'GHr DIS7- 0) 00 qNCE DJNG�E? EFER TO DETAI RETAINING WALL s I-IRRIGA11ON METER & CORPORATION TmH STOP-METER & SERVICE SIZE TO BE (REFER TO TOP- 0. LANDSCAPE PLANS 1 DETERMINED BY ACSA 650'R 4D" FOR DETAIL) GAS SERVICE TO BE INSTA D IFIRE H DRANT PR 1 INLE V.-mo. tST 01HERS. CONTRACTOR SMH DEDICATED FIRE Hi SHALL COORDINATE. 0 N TOP INV.-517AX2� S I .. ... . 12*x 6" TAPPING . ...... . ...... ... MD VALVE k4,4,INTAIN 57 SEPARATION %V ..... ­p, -518.41 TER, & G TOP 6.31 .. .. . ..... 47 BETWEEN WA STM11/DI To p 52 656'R -53 INV.- -52 TO 3IN6 b w F %p J T7 the -CON WD NO- I g PAR IWA " wj It omosgpip- 14 1 41, A6 OVA a K40%, IMF ITM g7g, �.*I LP OwvF Inn ammom M N sag mail '1p m 'APR t C rRk 'L '33. FIRE ­LANE S z OF �s JBBE INTO A ',LEA UT _:R' RERR: -`TQ'DWG' FIRE LANE St L.00ATION .6 t *GtZ='1 C--.;8 :FOR' DETAIL REFER TO DWG. �K -8 FOR DETAIL CG-1 C 10 f Z_ MS11NG 20'R 8 0_Q: 9 00-7 . . . . ... .... FIRE 89 LF-8" PVC FIRE'LANE 81GN� HYDRANT REFER TO D SANITARY SE:WLK "8:F( "�p 3 1& 12* DUC11LE IRON WATERLINE PROP. MH_1 Z . . . . . . . . . . . ..... TOP=524.00 . . . . . . INV. IN=515.60 s .......... ... PROP. MH-1 INV. OUT - - - - - - - - - - TOP=524.20 INV. INV. IN=513.48 \z . . ....... . -FIRE HYDRANT ­­'N . .......... ... INV. OUT=513.78 .. ........... ............... ..... ...... s ASSEMBLY 6" GATE VALVE Ex ... .. .......... ...... ROAD TO BE SMH EXTENDED AT ............ .............. TOP-502-87 0 ........... INV.-494.65 FUTUREDATE ........... . . . . . . . . . . ... .. ..... . . . . . . . . . . . TEE 1-12" GATE VALVE CG-12 1-12" PLUG NTH FLUSHING HYDRANT "CROSS WALK PAINT STRIPED ----------------------- ---- owmn UNIVERSITY OF VIRGINIA FOUNDATION AftHrf Ea DAVIS 1, CARTER g SCOTT am DRAPER ADEN ASSOCIATES snurnim FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC m" ALLEN & SHARIFF CORPORATION NN W. CUS11S RTIFICATE No. 80p 31ONS 6/28/99 PER COIJNTY COMMENTS & BUILDING REMSIONS 7L29/99 PER COUNTY COMMENTS 9/9/99 PER COIJNTY COMMENTS 9/24/99 PER ACSA COMMENTS 9/29/99 rLR Rka%)m Wfwmr.11410 PROJECT TITLE NORTH FORK UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 PROJECT NO. R99130 DRA WING TITLE site Plan SCALE 1 *)= 301 DATE JUNE 1, 1999 DRAWN BY DAA CHECKED B Y GWC GRAPHIC SCALE *11� 30 0 15 30 so 120 65 m I I I I DRAWING NUMBER 1 12 =__ E....Mhmd-- - _... I ( IN ner ) I inch = 30 ff- 0-6 Cq 10 SHEET 6 OF 13 I leg 14 tj 64 spa of a" 04 04 14 ow"m UNIVERS17Y OF VIRGINIA FOUNDATION AP40CM DAVIS • CARTER m SCOTT aviL DRAPER ADEN ASSOCIATES sffwcftx" FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC w" ALLEN & SHARIFF CORPORATION GLENN W. CLISTIS o CERTIFICATE No. 8p g SS100, REVISIONS 6/28/99 PER COUNTY COMMENTS & BUILDING REVISIONS -PROJECT TITLE NORTH FORK UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING *1 PROJECT NO. R99130 I DRAWING TITLE I Grading Plan SCALE 1 "= 30' DATE JUNE 1, 1999 DRAWN BY DAA CHECKED BY GWC DRAWING NUMBER C�7 SHEET 7 OF 13 :1 i PAINT STRIPING DETAIL A NO SCALE 2" SM -2A 3" B -3 FINISHED CHORD __�.. GRADE - DISTANCE 9.29' AT E/P CHORD DISTANCE 9.00' (TYP.) 24' 12*X 12 "X4' CONCRETE SLAB V. D 4 CHORD �-- CLEANOUT W /RECESSED CAP. DISTANCE CLEANOUT TO BE SAME 2" A• 9.23' MATERIAL AS LATERAL 18' E%R "M PER A65A COMMEM COMPACTED SUBGRADE AT THIS CURB IS TO BE USED WHEN CLEANOUT IN GRASSED AREA CHORD DISTANCE NO SCALE 9.00' 18' CHORD (TYP.) 24' TYPICAL SIDEWALK SECTION DISTANCE CHORD DISTANCE Bose 9.00' 9.27' TYPI AL REGULAR D +�. G Ui� ©. (TYR) 18' CHORD ASPHALT PARKING SPACES DISTANCE NO SCALE NO SCALE ,s_0" 9.00' This item may be precast or cost in place. CHORD Concrete to be Class A3 if cost in place, NO SCALE CHORD 4000 PSI if precast. DISTANCE 9.37' Subbase DISTANCE ( .--- -- ?" ---+ (TYP.) 9.28' HANDHOL.E FRAM do UD 1$' radial curb. (TYP.) # The depth of curb may be reduced as much as 3" barrier curb, the tfonsition is to be mode within PAVEMENT 24" X 24' X fi' CHORD DISTANCE CONCRETE SLAB 9.00' 4 (TYP.) 24' DISTANCE CHORD DISTANCE 9.00' 9.31' (TYP.) 18 (TYP.) CHORD e a DISTANCE 9.00' V. (TYP.) PAINT STRIPING DETAIL A NO SCALE 2" SM -2A 3" B -3 FINISHED CHORD __�.. GRADE - DISTANCE 9.29' AT E/P CHORD DISTANCE 9.00' (TYP.) 24' 12*X 12 "X4' CONCRETE SLAB V. D 4 in order that the bottom of curb will coincide with openings. the top of o course of the pavement substructure. Otherwise the depth is to be 16" as shown, No This curb shalt be used when design speed is adjustment in the price bid is to be mode for a greater than 40 MPH on Rural highways and decrease or an increase in depth. 45 MPH In developed Urban and Suburban areas. CHORD �� / DISTANCE 4" z, —B STANDARD DARD 4 CURB CG=3) 9.36' NO SCALE (TYP.) CLF.ANOUT WITH CAP. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. THIS ITEM MAY BE PRECAST �,� 4 � CHORD g� CL.EANOUT TO BE SAME DISTANCE SIZE AS LATERAL CONCRETE IS TO BE CLASS A3 IF OR CAST IN PLACE. „ 18 9.00' 2 R CAST IN PLACE, 4000 PSI IF 2"R CONCRETE IS TO BE CLASS A3 IF AT E/P f PRECAST. . CASs IN PLACE, 4000 PSI IF CLEANOUT IN PAVED AREA �. \`� � � \ • • RECAST. NO SCALE \ \\ o ' 1 ": 1' `� \ \J/ to PAINT STRIPING DETAIL B\ \ 4' ` 21 s NO SCALE \\ \ m 3" SM--2A AS SHAWN ON PLANS 6 r, 5 A3 CONCRETE 6" —2 P_0* fi 2 -0 THE BOTTOM OF THE CURB AND � d GUTTER MAY BE CONSTRUCTED GUTTER MAY OF THE CURB AND fi 21 -B STONE 8 21 -8 STONE \/ PARALLEL. TO THE SLOPE OF SUB- BE CONSTRUCTED SURFACE COURSES PROVIDED A PARALLEL TO THE SLOPE OF SUB - /I`' %�" 21 -8 STONE MINIMUM DEPTH OF 7" IS MAINTAINED. SURFACE COURSES PROVIDED A �� \� MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT COMPACTED SUBGRADE THE OPTION OF THE CONTRACTOR CHORD �-- CLEANOUT W /RECESSED CAP. DISTANCE CLEANOUT TO BE SAME 2" A• 9.35' MATERIAL AS LATERAL c1/24/" {TYP.} "M PER A65A COMMEM COMPACTED SUBGRADE THIS CURB IS TO BE USED WHEN CLEANOUT IN GRASSED AREA Surface NO SCALE 18' CHORD TYPICAL SIDEWALK SECTION DISTANCE THIS CURB IS TO BE USED WHEN p Bose 9.00' TYPICAL HEAVY DUTY TYPI AL REGULAR D +�. G Ui� ©. BAN AREAS, NOTES ASPHALTDi:IVE AISLES` ASPHALT PARKING SPACES LESS IN DEVELOPED URBAN AND SUBUR -- BAN AREAS. NO SCALE NO SCALE ,s_0" M-- 3/8' ANCHOR BOLTS This item may be precast or cost in place. CHORD Concrete to be Class A3 if cost in place, NO SCALE ........ 4000 PSI if precast. DISTANCE 9.37' Subbase NEENAH R -7514 VALVE ( .--- -- ?" ---+ (TYP.) NO SCALE HANDHOL.E FRAM do UD radial curb. When this stondord is to be tied into existing # The depth of curb may be reduced as much as 3" barrier curb, the tfonsition is to be mode within PAVEMENT 24" X 24' X fi' Its' or the charge in standards node at regular CONCRETE SLAB CHORD 4 DISTANCE ....._J� 9.00' (TYP.) e a V. 7 24' in order that the bottom of curb will coincide with openings. the top of o course of the pavement substructure. Otherwise the depth is to be 16" as shown, No This curb shalt be used when design speed is adjustment in the price bid is to be mode for a greater than 40 MPH on Rural highways and decrease or an increase in depth. 45 MPH In developed Urban and Suburban areas. CHORD �� / DISTANCE 4" z, —B STANDARD DARD 4 CURB CG=3) 9.36' NO SCALE (TYP.) CLF.ANOUT WITH CAP. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. THIS ITEM MAY BE PRECAST �,� 4 � CHORD g� CL.EANOUT TO BE SAME DISTANCE SIZE AS LATERAL CONCRETE IS TO BE CLASS A3 IF OR CAST IN PLACE. „ 18 9.00' 2 R CAST IN PLACE, 4000 PSI IF 2"R CONCRETE IS TO BE CLASS A3 IF AT E/P f PRECAST. . CASs IN PLACE, 4000 PSI IF CLEANOUT IN PAVED AREA �. \`� � � \ • • RECAST. NO SCALE \ \\ o ' 1 ": 1' `� \ \J/ to PAINT STRIPING DETAIL B\ \ 4' ` 21 s NO SCALE \\ \ m 3" SM--2A AS SHAWN ON PLANS 6 r, 5 A3 CONCRETE 6" —2 P_0* fi 2 -0 THE BOTTOM OF THE CURB AND � d GUTTER MAY BE CONSTRUCTED GUTTER MAY OF THE CURB AND fi 21 -B STONE 8 21 -8 STONE \/ PARALLEL. TO THE SLOPE OF SUB- BE CONSTRUCTED SURFACE COURSES PROVIDED A PARALLEL TO THE SLOPE OF SUB - /I`' %�" 21 -8 STONE MINIMUM DEPTH OF 7" IS MAINTAINED. SURFACE COURSES PROVIDED A �� \� MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT COMPACTED SUBGRADE THE OPTION OF THE CONTRACTOR / \\ /\ `<'\ �Zu 5" d EVII DNO REVISIONS 11/241/441 2" A• 3! THIS AREA MAY BE CONCRETE AT c1/24/" COMPACTED SUBGRADE "M PER A65A COMMEM COMPACTED SUBGRADE THIS CURB IS TO BE USED WHEN • • P . Surface DESIGN SPEED IS 40 MPH OR t ESS TYPICAL SIDEWALK SECTION ON RURAL HIGHWAYS AND 45 MPH OR THIS CURB IS TO BE USED WHEN p Bose DESIGN SPEED IS 44 MPH OR LESS TYPICAL HEAVY DUTY TYPI AL REGULAR D +�. G Ui� ©. BAN AREAS, NOTES ASPHALTDi:IVE AISLES` ASPHALT PARKING SPACES LESS IN DEVELOPED URBAN AND SUBUR -- BAN AREAS. NO SCALE NO SCALE ,s_0" STANDARD CG-6 This item may be precast or cost in place. b.'.: Concrete to be Class A3 if cost in place, NO SCALE ........ 4000 PSI if precast. Subbase ( .--- -- ?" ---+ Curb having a radius of 300 ft. or less NO SCALE (olong face of curb) will be paid for as radial curb. When this stondord is to be tied into existing # The depth of curb may be reduced as much as 3" barrier curb, the tfonsition is to be mode within (13"depth) or increased as much as r(19 "depth) Its' or the charge in standards node at regular in order that the bottom of curb will coincide with openings. the top of o course of the pavement substructure. Otherwise the depth is to be 16" as shown, No This curb shalt be used when design speed is adjustment in the price bid is to be mode for a greater than 40 MPH on Rural highways and decrease or an increase in depth. 45 MPH In developed Urban and Suburban areas. CHORD �� / DISTANCE 4" z, —B STANDARD DARD 4 CURB CG=3) 9.36' NO SCALE (TYP.) CLF.ANOUT WITH CAP. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. THIS ITEM MAY BE PRECAST �,� 4 � CHORD g� CL.EANOUT TO BE SAME DISTANCE SIZE AS LATERAL CONCRETE IS TO BE CLASS A3 IF OR CAST IN PLACE. „ 18 9.00' 2 R CAST IN PLACE, 4000 PSI IF 2"R CONCRETE IS TO BE CLASS A3 IF AT E/P f PRECAST. . CASs IN PLACE, 4000 PSI IF CLEANOUT IN PAVED AREA �. \`� � � \ • • RECAST. NO SCALE \ \\ o ' 1 ": 1' `� \ \J/ to PAINT STRIPING DETAIL B\ \ 4' ` 21 s NO SCALE \\ \ m 3" SM--2A AS SHAWN ON PLANS 6 r, 5 A3 CONCRETE 6" —2 P_0* fi 2 -0 THE BOTTOM OF THE CURB AND � d GUTTER MAY BE CONSTRUCTED GUTTER MAY OF THE CURB AND fi 21 -B STONE 8 21 -8 STONE \/ PARALLEL. TO THE SLOPE OF SUB- BE CONSTRUCTED SURFACE COURSES PROVIDED A PARALLEL TO THE SLOPE OF SUB - /I`' %�" 21 -8 STONE MINIMUM DEPTH OF 7" IS MAINTAINED. SURFACE COURSES PROVIDED A �� \� MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT COMPACTED SUBGRADE THE OPTION OF THE CONTRACTOR R7 -8 ADA PARKING SIGN 5/8" DIA. HOLE FOR ANCHOR NOTES: 1 CONTRACTION JOINTS TO BE AT 6' O,C, ON VAN 7 2) EXPANSION JOINTS TO BE AT ALL CHANGES ACCESSIBLE VAN IN DIRECTION AND AT 30' O.C. MAXIMUM. SPACES ONLY SLOPE SIDEWALK TO PARKING ACCESSIBLE - AS TC =525.49 LOT 1 X MIN., 2X MAX. EP =523,20 ^ A5 SHOWN ON PLAN GS- 524.99 ITC=523.53 1/2- EXPANSION JOINT 36" #4 REBAR DRIVEN WHEN NEXT TO CURB " T4 ANCHOR WHEEL STOP .-.—. 5 CONC. SIDEWALK EP= 524.90 EP 522.58 EP 523.17 LETTERING GREEN PENALTY 6 = 5. TC =523.08 TC =523.50 BACKGROUND WHITE TC 52 40 1100 -s6ti4 F'pE *, a ": �' i OW -AWAY t �1 GS =523.56GS =524.21 * GS _ 522.91 e � SOLID COVER SHOWN 'k w °. e : • t _ i f pERFORAiED AVAILABLE IF SPECIFIED _ ==TT 12 " s COMPACTED r .. ...., ...... . SUBGRADE 6 21 B ..��� •�.`: %'�+ ,- ::-- �. .� STANDARD LETTERS Gs 24.86 WHEEL STOP DETAIL - Ol UNLESS OTHERWISE 5 SPECIFIED r' , t \ GS 523.90 Gs =523.x5 Gs =522,60 ADA VAN ACCESSIBLE SIGN TYPICAL SIDEWALK DETAIL No SCALE GS 524.55 NO SCALE NO SCALE * RUB DOWN TOP OF CURB TO BE FLUSH WITH GUTTER PANS s j j, �� i # TOP flF CaYER t.._. —A I ' HANDICAPPED PARKING LAYOUT 12 E 'f { _ ; BOTTOM OF COVER SCALE; 1"= 15' YELLOW CURBUNE �►, { �/ � 3/8 BORDER 5'-0* fi 0 STEEL POST , ' ,...�.... �.. -� -•� ,,. rwr��rsr.�����sw,. a iri -..., »• �,.,...• -'" A �, �FlLLED WITH 25Q0� CONCREtE} 1 NO PARKING FIRE LANE " 8 CONCRETE w -' � w • .,_ / "' MINIM GE F T (LETTERING MIN. 12 IN HEIGHT) 6"X 6 W2.9 x W2.9 UM .A'Iid GH SUPER CAST, INC.. RING 0 MODEL NO. MH RCR 2001 p 19 lbs. OR �7 COVER 120 lbs. OR APPROVED EQUAL �. 310 lbs. YELLOW CURBUNE 251 " P 171; 00 21-8 TUWING ENFORCED a: j v z�,�r „ t t (� iv ( 71/20 � �L a� r i 434 0 QC z ,0�,., z \� \� COMPACTED 4 3/8" 24 t 2 � SUBGRADE POP- d. (LETTERING MIN. 12" IN HEIGHT) BOLLARD DETAIL STANDARD MANHOLE FRAME &. COVER FIRE LANE PAINT STRIPING DETAIL NO SCALE NO SCALE NO SCALE C FIRE LANE SIGN DUMPSTER PAD DETAIL NO SCALE NO SCALE lokill v w all a O � a . Er w ■ 114 r a c M `t y I i I owes UNIVERSITY OF VIRGINIA FOUNDATION DAVIS • CARTER SCOTT arm DRAPER ADEN ASSOCIATES srwxnmu FERNANDEZ IL ASSOCIATES STRUCTURAL ENGINEERS, PC ow ALLEN & SHARIFF CORPORATION T 4 r GLENN W. CUSTIS n CERTIFICATE No. a vo 039 2w REVISIONS / \\ /\ `<'\ PER CO IA4 Y C t MTS d EVII DNO REVISIONS 11/241/441 r \ / \/ \/. ala/aa THIS AREA MAY BE CONCRETE AT c1/24/" COMPACTED SUBGRADE "M PER A65A COMMEM COMPACTED SUBGRADE THIS CURB IS TO BE USED WHEN THE OPTION OF THE CONTRACTOR DESIGN SPEED IS 40 MPH OR t ESS TYPICAL SIDEWALK SECTION ON RURAL HIGHWAYS AND 45 MPH OR THIS CURB IS TO BE USED WHEN LESS IN DEVELOPED URBAN AND SUBUR- DESIGN SPEED IS 44 MPH OR LESS TYPICAL HEAVY DUTY TYPI AL REGULAR D +�. G Ui� NO SCALE BAN AREAS, ON RURAL HIGHWAYS AND 45 MPH OR ASPHALTDi:IVE AISLES` ASPHALT PARKING SPACES LESS IN DEVELOPED URBAN AND SUBUR -- BAN AREAS. NO SCALE NO SCALE ,s_0" STANDARD CG-6 NO SCALE REVERSE CURB & GUTTER CG -EIRI � j � ( .--- -- -- NO SCALE R7 -8 ADA PARKING SIGN 5/8" DIA. HOLE FOR ANCHOR NOTES: 1 CONTRACTION JOINTS TO BE AT 6' O,C, ON VAN 7 2) EXPANSION JOINTS TO BE AT ALL CHANGES ACCESSIBLE VAN IN DIRECTION AND AT 30' O.C. MAXIMUM. SPACES ONLY SLOPE SIDEWALK TO PARKING ACCESSIBLE - AS TC =525.49 LOT 1 X MIN., 2X MAX. EP =523,20 ^ A5 SHOWN ON PLAN GS- 524.99 ITC=523.53 1/2- EXPANSION JOINT 36" #4 REBAR DRIVEN WHEN NEXT TO CURB " T4 ANCHOR WHEEL STOP .-.—. 5 CONC. SIDEWALK EP= 524.90 EP 522.58 EP 523.17 LETTERING GREEN PENALTY 6 = 5. TC =523.08 TC =523.50 BACKGROUND WHITE TC 52 40 1100 -s6ti4 F'pE *, a ": �' i OW -AWAY t �1 GS =523.56GS =524.21 * GS _ 522.91 e � SOLID COVER SHOWN 'k w °. e : • t _ i f pERFORAiED AVAILABLE IF SPECIFIED _ ==TT 12 " s COMPACTED r .. ...., ...... . SUBGRADE 6 21 B ..��� •�.`: %'�+ ,- ::-- �. .� STANDARD LETTERS Gs 24.86 WHEEL STOP DETAIL - Ol UNLESS OTHERWISE 5 SPECIFIED r' , t \ GS 523.90 Gs =523.x5 Gs =522,60 ADA VAN ACCESSIBLE SIGN TYPICAL SIDEWALK DETAIL No SCALE GS 524.55 NO SCALE NO SCALE * RUB DOWN TOP OF CURB TO BE FLUSH WITH GUTTER PANS s j j, �� i # TOP flF CaYER t.._. —A I ' HANDICAPPED PARKING LAYOUT 12 E 'f { _ ; BOTTOM OF COVER SCALE; 1"= 15' YELLOW CURBUNE �►, { �/ � 3/8 BORDER 5'-0* fi 0 STEEL POST , ' ,...�.... �.. -� -•� ,,. rwr��rsr.�����sw,. a iri -..., »• �,.,...• -'" A �, �FlLLED WITH 25Q0� CONCREtE} 1 NO PARKING FIRE LANE " 8 CONCRETE w -' � w • .,_ / "' MINIM GE F T (LETTERING MIN. 12 IN HEIGHT) 6"X 6 W2.9 x W2.9 UM .A'Iid GH SUPER CAST, INC.. RING 0 MODEL NO. MH RCR 2001 p 19 lbs. OR �7 COVER 120 lbs. OR APPROVED EQUAL �. 310 lbs. YELLOW CURBUNE 251 " P 171; 00 21-8 TUWING ENFORCED a: j v z�,�r „ t t (� iv ( 71/20 � �L a� r i 434 0 QC z ,0�,., z \� \� COMPACTED 4 3/8" 24 t 2 � SUBGRADE POP- d. (LETTERING MIN. 12" IN HEIGHT) BOLLARD DETAIL STANDARD MANHOLE FRAME &. COVER FIRE LANE PAINT STRIPING DETAIL NO SCALE NO SCALE NO SCALE C FIRE LANE SIGN DUMPSTER PAD DETAIL NO SCALE NO SCALE lokill v w all a O � a . Er w ■ 114 r a c M `t y I i I owes UNIVERSITY OF VIRGINIA FOUNDATION DAVIS • CARTER SCOTT arm DRAPER ADEN ASSOCIATES srwxnmu FERNANDEZ IL ASSOCIATES STRUCTURAL ENGINEERS, PC ow ALLEN & SHARIFF CORPORATION T 4 r GLENN W. CUSTIS n CERTIFICATE No. a vo 039 2w REVISIONS b 16ACI PER CO IA4 Y C t MTS d EVII DNO REVISIONS 11/241/441 PER COJ+E7Y COMMENTS ala/aa PER C0UN1Y COMMENT5 c1/24/" FM A05A COMMENTS "M PER A65A COMMEM ,PROJECT TITLE NORTH FO RK' UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 PROJECT NO. RNM DRAWING TITLE Detail Sheet SCALE AS SHOWN DATE JUNE t 1999 DRAWN BY DAA CHECKED BY GWC DRAWING NUMBER A A CLASS I RIPRAP LENGTH (IN FEET) COMPACTED SOIL DRAINAGE SWALE DIRECTS FLOW THROAT SIZING COMPUTATIONS FILTER CL07H 6 X DRAINAGE AREA M SEDIMENT BASIN (IN ACRES) V-13" MIN. ..... ...................... COARSE AGGREGATE 7W MIN. .............. EASTING -------- ItCYCE-T -.NRL'1MS,8Rvk1 31 S T A T 032_�' DIVERSION --a-FLOW 3' SM-2A ASPHALT, TOP COURSE Al PAVEMENT ........................ DIKE //.2X 2X 0 24,) PIPE OUMET M C ITA la ul'*rS,' 9 0 CA 0 26' RA OUM CA- 0 Z­,(5 1! 11= 4 8' cf,'S= 1 `7 C, - T ARFA WTIH WELL DEFINED CWNEL 11 11T CIRI',�155 "SLOPE 0,0Z,03 F`,��', FILTER CLO 0�011sao F TH MIN 4'-6" MIN. PLAN VIEN A AGOMOATE BASE SIN, swi, S ";1 411 31 1 i1q, CURB OR 10' IT CONSTRUC11ON SPECIFICATIONS SIDE ELEVATION �,V! 3 5� 0 - I 4i -6 0 i 3_7 EDGE OF PAYT s::1 1. WHENEVER FEASIBLE, THE DIKE SHOULD BE BUILT BEFORE CONSTRUCTION GROUND COSTING ................... .............. ......................... .......................... ...... ... .......................... .......................... .... I ................ I .. .. .......................... .. 4 ............................ ............ ........ 17r A t Wr A C'Qh1`1'.T.%4 -.&A", A.4-.Axzxll� XXXXXXXXXX CURa 101 i L ON BEGINS ON THE PROJECT. if Fa I oo ''I ol I I I I ��,/ CF'S 2. THE DIKE SHOULD BE ADEQUATELY COMPACTED TO PREVENT FAILURE. 706 MINI. 181' 110LE7, �11;`IUMBBIXZ 4 /��Zzol /oo, 3. TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE APPLIED TO THE DIKE a ASPHALT PAVM t TOTI�L P_v.U� WITHIN 15 DAYS OF CONSTRUCTION. WASMCK FLTER F FAW KEY IN Ir-V REMMMDM 1^4 - . I .." . ­ . , . '. � FOR 8M PUSM 4. THE DIKE SHOULD BE LOCATED TO MINIMIZE DAMAGE BY CONSTRUCTION z. 0.11 Q F',`/ _FT OPERATIONS AND TRAFFIC. SECTION A-A t AQ j AREA toe. TEMPORARY DIVERSION DIKE EXISTING .1 . , : . ' - .1 . t�� - .. "pi"'EAlcl 2%. COARSE AGGREGATE SHALL BE VDOT #3, #357 OR PAVEMENT NOTES: NO SCALE 1. L 6 TtE LEWM OF IM RIPW APROK '"XW I.B 11 Q11- E 1!� 1N IS"MIP vXXXXXXXXX TEMPORARY SEDIMENT TRAP (STD. & SPEC. 3.09 OF VIRGINIA EROSION & Ix C R p pl:F,1�15,12_ i&R,17'113171 2. &1.5 TUES TtE MAMIUM SI`ONE WUM Off NOT LESS IN 6 INCHES. NO SCALE SEDIMENT CONTROL HANDBOOK, 3RD ED.) 0 1 S)PRNAAII 4--\ I IN A WELL DEFINED MNEL. MEND THE APRON UP THE CPMe mm (STD. & SPEC. 3.13 VIRGINIA EROSION & POSIMVE DMNAGE M M aVATION OF 6 DOES ABDVE M MMUM TMA7ER DEP7N OR To SEDIMMT TINLET Numal-ER 5 MTHETIOPOFTWBOKWHICHEVRIS-LESS.- -- � - - U, SEDIMENT CONTROL HANDBOOKs 3RD ED.) TRAPPING DEVICE - 4 A FL1ER KWU OR FILTER FABRIC SHALL BE NSTNM BENEEN 'icts) THE RIPW AND TIE SOL FOUNDMION. GRAVEL FILTER 12" MW EXM0 FULL VADTH OF INGRESS AND EGRESS CONCRETE GUTTER WIRE MESH OPERATION OUTLET PROTECTION C 0,SS S"PTZ 0 2 5', FTE F T PLAN VIi W NO SCALE S, PABAD All, A S'LOPI? OF 0 3 2 �1 tt S 6 _�'y (STD. & SPEC. 3.18, VIRGINIA EROSION & XXXXXXXIVXX CIUIR'11_� 1N.Lylt IN A 11-3;UKI-7 xy 1 11 41 ;,.x SEDIMENT CONTROL HANDBOOK, 3RD ED.) 15.60 11&x KEY nLTER FABRIC + EF-VIEC. 7,'ENO'n � � ;,,,- % ,.I ` - FILTERED WATER I[- R , t�-. .4,3!, PROVIDE 6- COVER (MIN.) RUNOFF 8 , Y6 WATER 1=1 I V_ 12' AN. I 1=1 I L =I 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 14110-111AL. PSIIA�K i I 1 1, A I R *,JR 4 5 3 2x STAKES. s-r 77,71: 7 77 49 1 4 GZ11'TeER SLOPE 0.02k,,'!) r1rVV1 2 17 4 A- ? / E-'*"- 21 it 2' UT 7,7 55�_11 1 - - 1 SFR�Seht` AT' A SiOn�t-' 0Y 9 2 12" FLTER 18* CLASS I Jill X1110Kx'X11y1xxrvx CURB INZIRT 11N A slj"�',TF RIPRAP (MIN.) GEOTEkILE FILTER FABRIC 2ECIFIC APEL196-TI!2N SECTION A-A F", f t ]t 0 5­7 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PLOI. PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE RIPRAP OUTFALL OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. SOIL' A WOM WAIR 11AP OF U4MM (11 IS RENU VM A MR" WASH HOSE DIX OF XIMM (1-51 STATlEON 4' CHANNEL DETAIL GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE . "VR-10E �730 NO SCALE 3. STAPLE FILTER MATERLkL 4. BACKFILL AND COMPACT 55-lyl CPA- 0 4 67 TO STAKES AND MEND THE EXCAVATED SOIL. 3,N1.1 c0= 3 28.1 Imft oW Wkwd f&Mo od Va. OW M* IT INTO THE TRENCH. GUTTASR nIp GRAVEL CURB INLET SEDIMENT FILTER smol we ftm Im Idw amm 121 J. V L:,1- NV Z��UALt N (STD. & SPEC. 3.07 OF VIRGINIA EROSION & PAVED CONSTRUIC170N ENTRANCE 2.0 0.0033 2. *1 0, -14 3 Op 1:3 6 SEDIMENT CONTROL HANDBOOK, 3RD ED.) @ NO SCALE 41 p�n GRADE (STD. & SPEC. 3.02, VIRGINIA EROSION & Jill SEDIMENT CONTROL HANDBOOK, 3RD ED.) C A Itr, Yr VARIARE FLOW NLET NUMBER 8 ��,B o IR _2 0 a a SHEET FLOW INSTALLATION ORIGINAL MOUND (PERSPECTIVE VIEW) ELEV� ul A "ROSS SI.,op:j3, INLET NUMBER LENGTH 10.0 STATION Q FLOW 67 CU. YD./AC. sp AV, AA, _c,3_0,pz DRAINAGE AREA 0.270 ACRES C VALUE 0.890 6* 3' CA = 0.240 A A 1S 7 . !q� ft A COARSE AGGREGATE MIN.- 61 rrn't SUM CA = 0.240 INT=5.89 CFS=1.415 CO=0.000 GUTTER FLOW 1.415 - - - --- - - - - - - - - - - - - - - - - - - - GUTTER SLOPE= -.'-4)132 FT/TT PAVEMENT CROSS SLOPE= 0.0200 FT/FT 67 CU. YD-Ac- I CLASS I RIPRAP DrEPITIi 01;, j. "'PR. (4"") - I a nX, Q SPREAD W xv/T s w SW/SX Eo a S`W SE 4! MAX. (EXCAVATED) 1111101111IMM1111141mr- 6.99 2.0 0.29 0.0300 1.0 0.62 2.2 1.00 0.075 B VAR. WIDTH B POINTS A SHOUIZ BE HIGHER THAN POINT B. ORIGINAL GROUND SIDEWALK OR 0 DRAINAGEWAY INSTALLATION XXXXXXXXXXCIURB INLET 0N A. CONTINUOUS GRADEXXXXXXXXXXX SIDEWALK SPACE 0� 0� z (FRONT ELEVATION) REQUIRED LENGTH (ft) 12.1 EFFICIENCY= 0.95 CFS INTERCEPTED = 1.56 CFS CARRYOVER = 0.08 CROSS SECTZON OF OUTLET CONSTRUCTION OF A SILT FENCE WITHOUT WIRE SUPPOUT 22' 8$ 20' NO SCALE SIDEWALK W/PARALLEL PARKING W/PARALLEL PARKING SIDEWALK (STD. & SPEC. 3.05 OF VIRGINIA EROSION & WIDTH VARIES I WIDTH VARIES VAR. WIDTH SEDIMENT CONTROL HANDBOOKs 3RD ED.) SIDEWALK OR 3f 0" TANGENT PLAN SLOPE_____11-_ 27. SLOPE SIDEWALK SPACE MIN. *VAR. 4' MIN.- 7'-4" IS THE MINIMUM 8 22" SIDEWALK AREA Do REOUIRMENT TO ACHIEVE (WITH OR WITHOUT BUFFER STRIP) A 12:1 SLOPE SIDEWALK SIDEWALK ;7 WIDTH VARIES WIDTH VARIES 6" 7$-4" STD. CG-6 - - - - - - - - 8.33% MAX. 22 SLOPE 2% SLOPE DRIP UNE 0" 4 10 44 TYPICAL ENTRANCE ROAD SECTION THIS ITEM MAY BE NO SCALE PRECAST OR CAST IN PLACE SNOW FENCE RADIAL PLAN SECTION A-A FOR COMMERCIAL ENTRANCE (HEAVY TRUCK T'RAFFIC ANTICIPATED) SLOPE 12:1 MAXIMUM SEE STANDARD CG-13 SHEET 203.10 STORM SEWER SPSREAD COMPUTATIONS TAPER CURB HEIGHT DOWN 4 BOARD FENCE -10 Y�Arl STORNI SEWER DE&GN CONIPIWTATIO�!S -B TO 0 AT THIS POINT OR SECTION B CORD FENCE !"11 I'M, PIT EL --V. f CONTINUE AT FULL HEIGHT WHERE APPLICABLE. LIMITS OF EXPOSED AGGREGATE SIDEWALK PLASTIC FENCE NOTE: ct ot e CURB RAMP TO BE CLASS A-3 z U) CONCRETE WITH EXPOSED < AGGREGATE FINISH. RAMP SHALL �13 NOT EXCEED A MAXIMUM 4 it > CORRECT METHODS OF TREE FENCING I �-p -, I &. - c, zi i C2 VAR. 3" MIN. SLOPE OF 12:1 i ovi"� Q'I z- ­75, 1 VAR. WIDTH SIDEWALK 1 0 0- D.49 0. 3 4 OR SIDEWALK SPACE '41 5,0fi, > 6,665,A 't -, I I0, 6, A 6. ti 7 t5r' 0- 0 1 �8 1:4 A 17J q4, .0) 0 5 48. V 6�1! "M 0.0'Z,121 18-_1 �i 97 a I i �o 7,4 24Y1 'I 71 `2- 04 0' '91 0. 1 531�1.?4 Tomt-1 Z -1-Y-PIC-AL ALIERNATE RADIAL--PLA-N ow V) 0. 1p pu F_o,219 30 D, 6, 1 "' 7 52", O.I-N,72' 21 46� FOR USE AT APPLICABLE STRE V) 01 0 SLOPE 12:1 MAXIMUM 5 121 0. i f3 4 i '21 41 4 U% 2.e,)9 Ot 'a. 3. L �i _15 523 2 .......... A,� '4- CONNECTIONS AND COMMERCI i�` 41 pow .2 000 CORRECT TRUNK ARMORING ENTRANCES 12 1 0 8 :�­ *---,-,- 0 ON 7 z ISOMETRIC VIEW t v-, r Az -12) TRIANGULAR BOARD FENCE LIL-.2 7 7;, CURB RAMP (CG 4 7 T­5- 2i 12 r NO SCALE ON, C >! SKI 7. 4 FENCING AND ARMORING 7A !.5 �17 �),V 'Jt, I; �i NO SCALE (PER STD. & SPEC. 3.38 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) b 04 6*1 PIZ 04 all 94 P4 owmw UNIVERSITY OF VIRGINIA FOUNDATION AROUTWr DAVIS a CARTER a SCOTT am DRAPER ADEN ASSOCIATES Mcnim FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC wo ALLEN & SHARIFF CORPORATION ,o� f 0; GLENN W. CUSTIS -A,. Z CERTIFICATE No. a: 04 8 3 k ssi REVISIONS 6/26/q4 PM COJNTY C4MMEM REM5106 4/"q PER COMY C*OeNTS q/24M4 FER A45A COMMENM 'q/2,q/qq FM A46A C04eM IPROJECT TITLE NORTH FORK UNIVERS17Y OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 PROJECT NO. DRAWING TITLE D tr6l; IC on i I A- Sheen SCALE SHOW DATE JUNE %1M DRAWN BY DAA CHECKED B Y DRA WING NUMBER SHEET 9 OF IS .550 .840 635 .525 620 515 810 505 500 495 400 UnPMAWTTAT r-PAVUlr 'QPATP I VERTICAL GRAPHIC SCALE I a owmas UNIVERSITY OF VIRGINIA FOUNDATION mtcww DAVIS a CARTER w SCOTT OYU DRAPER ADEN ASSOCIATES STNXMVA FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC ALLEN & $HARIFF CORPORATION Mehl, toy, fA 4� I i� � �� i � .iii � MON m . ..................... . . . . . . . . . . . . . . . . . . --------------- .......... UnPMAWTTAT r-PAVUlr 'QPATP I VERTICAL GRAPHIC SCALE I a owmas UNIVERSITY OF VIRGINIA FOUNDATION mtcww DAVIS a CARTER w SCOTT OYU DRAPER ADEN ASSOCIATES STNXMVA FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC ALLEN & $HARIFF CORPORATION io +oo a +so STORM S�CWER Or""ROFTI E &am 14 +Sa 16 +00 ��11���1� ■1■111�111 � NMI ■rte � j W mm MM Elm a Mw X11 Mw ■111 & .nom' ����5� '. �, r�".a%+..�'.Ra�•�•^ ' 0 ME. �1 I II it +5a V ,r M �y M CO) rk In cj UNIVERSITY OF VIRGINIA FOUNDATION AKNncr DAVIS • CARTER a SCOTT aim DRAPER ADEN ASSOCIATES FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC w ALLEN & SHARIFF CORPORATION ry 4F GLENN W. CUSTIS CERTIFICATE No. a 8 39 SS100 REVISIONS q/Ql44 PER Gully C*f4E tTS. 4/24A4 PER A46A C4MMEM V Vtga FM A $A coMM S PROJECT TITLE NORTH FORK UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #i DRAWING TITLE Storm Profile 'Y• W tC SCALE I'. V VERT DATE JUNE t =9 DRAWN BY DAA CHECKED BY Qwc DRAWING NUMBER cm 11 SHEET r OF Im 545 585 630 $25 820 518 sio 10 +00 11 +50 13 +00 650 6� "0 .656 630 526` 636 630 525 620 516 6ia 10+00 10+00 t•. ' h I � � m �o it ■ tam owmm UNIVERSITY OF VIRGINIA FOUNDATION AROMW DAVIS a CARTER s SCOTT cam DRAPER ADEN ASSOCIATES srMxuctea FERNANDEZ & ASSOCIATES -STRUCTURAL ENGINEERS, PC KWP ALLEN & SHARIFF CORPORATION l•T GLENN W. CUSTIS cs CERTIFICATE No. 8739 REVISIONS gAlg4 FM COUNTY cc4t dTS 4424/" PER A45A COMMENTS /qq PER ACSA COMMENT5 PROJECT TITLE NORTH FORK UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 DRAWING TITLE Waterline Profile r- w mm SCALE fm V VERT DATE JUNE % IM DRAWN BY DAA CHECKED BY Qwc DRAWING NUMBER C 42 SHEET 12 OF 13 crs/ $9/Rss1ao/A$9J30- o1 /CAD/w i r z SIGHT IM/44 17 +60 13 +00 14 +60 18 +00 17 +50 BUSTING DISTANCE LINE PROFILE, 880 865 660 646 640 536 630 626 620 10100 IM/44 17 +60 13 +00 14 +60 18 +00 17 +50 SIGHT DISTANCE LINE PROFILE, PROPOSED 560 555 550 545 540 535 530 525 520 10 +00 11 +54 13 +40 14 +50 16 +04 17+50 HORIZONTAL GRAPHIC SCALE 30 0 ,5 30 80 120 LEQEN t IN FEET } 1 inch - 34 ft. _..: , _ - _ _ - __.. _. _ _ — _ .._..,.,_. _. — _ , _ _ EXISTING GRADE PROPOSED GRADE VERTICAL GRAPHIC SCALE LINE OF SIGHT 0 2.5 5 10 2o- ( IN FEET ) I inch ft S t * M ■ 'V �j M h ■ F4 owwsa M p to UNIVERSITY OF VIRGINIA FOUNDATION DAVIS a CARTER ■ SCOTT am DRAPER ADEN ASSOCIATES snwcnAk FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC w ALLEN & SHARIFF CORPORATION 40yTH o yf GLENN W. CUSTIS 0, c, CERTIFICATE No. a 8039 SSIa, 0` REVISIONS IM/44 RR cojury COMMEM g /4/lqg PER CONrY COMMEM MR AGSA GOI+IIw M 1/20M M ACSA GOMI -CM PROJECT TITLE NORTH FORK UNIVERSITY OF VIRGINIA RESEARCH PARK TOWN CENTER OFFICE BUILDING #1 PROJECT NO. FMI30 DRAWING TITLE Sight Distance Profile To w to SCALE 1'w& VERT DATE JUNE % I DRAWN BY DAA CHECKED BY Gwe DRAWING NUMBER C -13 SHEET 13 OF 13 u. loon�rnrc hte� /oac� of /soot "Sff..A� /C:a{11�e^[.� .T r '3 Higgins Associates S! AuftWet, %. L"S ape &diteds Low ftmrs 8501 Patterson Avemw Richmond, VulWa 23229 ph: 804.740.7500 fm 804.740.1620 a-mail: g& - y TIE RYL25 VERMAL LAMP (AIRM MaW) BY US ARWNtTECTtXAL LIGHTING, 400 to WARLESTM 611M FINISH. SEGMENTED VWWA%..LAMP (SEE PLAN FM FIXW LOCA WIWJ REFLECTOR RIPPLED • • ANC3•iGR 801.7 COVER -„'"' `,�. PCLE -11' ALUM�kM POLE • 6• DIA PANELS I � NON- TAPERED ROWG POLE. RER EGTOR COINE . 8Y W OR ARCa•ItTECTtJRAL AREA 1,1CsNi•ING . K 6CR•L 1.111NAM WISH TO MAT04 LINT hfaMAE PAINT: Gi�Ir4R1.Ev°TON A�+tct•toR 80LT PER MANU� ---- -. GIRM MATC�I SALLAST I LEYEi.MG Nut AND WASHER 1 GR= Mt1ST BE PACKED ---- -- MER POLE BASE TO NOT TO SCALE taft FILL CONTACT UM IMF I VELMONT FOOTMAN FOOTING AM PIREYEfN' SPUN C04CRETE POLE LOOSENING OF LE ELINCx NUTS 011 / - PROVOE A C9444EL TiaROU d4 ,,.... M ORl'3t.ST FOR DRAINAGE 31.011 SIDE vim, \Lr—IL/ .:.,:., 2 90 X 8« RECESSED INK ]BOX L j ANC C «'LAT'E CAD GRCxIwIDBJtRE �, � � I. ;:• i . � TifRF AND Ai.IJE AD GONCRE'm Ct ----- :. 1 (SEE- CIVIL. PLANS) 1. I TOP YiEftJ „ • ... •--- -- ANCWOIQ BOLTS PER NM TEirA "TE _ AND NSTRJCTI"- TYP. SET WO ,' • '` , ► ., I t. ;# A 4CWOR IgOLTS PER 11AM0AG"I"tNRI:" CONCRETE FOOTING AS SWOliN. . ''j t6TRJCTItN • SET 0114 M*W TEMPLATE Is Ct•tAIIFER IUT14 D •A C 4CRETE FINISH EXPOSED. _ �. CONDUIT PEIR ELECTRr..& DR+ ANGS p FihIL%W GRADE 9 MIN. TOPSOIL BACKFILL- TYfi 8 ' 4' . ; (4)'4 YW. FEBAR Y CLR SULmGRADE • r " • i i (4) e4 WORM 4R T'�EO, Us Ot.� AND (2) 04 WORIZ BAR TIES, 6" Or TOP �It 4 CCNDW SIZE AND OEi'M MR �' r -III • ELECTFWAL CODE �, I ; • 40 " `` _` • C04CFEM FOOTWx 30M FS 18 DAYS • . ' (4) 44 RESAR 3" aA E!!t •,. , CC)PI°ER GRO410I G I= MR MANiF • :r F:I:ATk7Fl4.` C CRETE FOOTING 30W ft • 28 DAYS 21•001 SECTION/PLAN SECTION TEDESTPUANLI(i'luffT F E 2 P •L T LI%jrlT Fixilm- SCAM: 3/4"= V-0" L-I L-3 SCALE: 3/4"= 1'-0" � N M � a N a V AC`i o A �a a XI qq r U w V a b o UNNER M OF VIRGINIA, FOUNDATION ANCWTW DAVIS a CARTER « SCOTT cm . DRAPER ADEN ASSOCIATES FERNANDEZ & ASSOCIATES STRUCTURAL ENGINEERS, PC ALLEN & SHARIFF CORPORATION • _ owawv�