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SDP201000070 Plan - Approved 2010-08-31
1 w w V! w O U U N 0 N (7 d. a 0 N 00 (D M 0 0 0 b 0 (Lu C9 (G Q Arm 111; JL 1 VA VI CI NITY, M P ' CrA l c '111 _ ''7 nr)r,l UNIVERSITY OF VIRGINIA HEALTW;`SERVICES FOUNDATION 500 RAY C.. HUNT DRIVE CHARLOTTESVILLE, VA 22903 -2981 DEVELOPER: Sheet Index Sheet Number Sheet Title dds, COVER SHEET p LEGEND, NOTES & DETAILS nAlN�EM96II C4 JTT�7YQ- 'GV1PC7'IT TiON PLAN SITE LAYOUT &SITE LAYOUT & UTILITY PLAN GTT i 4c C6 -- -Eip' m p J C°IYT� . SITE DETAILS — STRIPING -AND SIDEWALK S R�^I�' p�7766 [I'°�'T- %T)7ifL>aTf�:L S"TT1R* SEWER 'D'GTTTrL6 Gil /`i 1 GI- G 7 !... vim -I- Gi'r ST911M SEWER PRE)F16ES t'nr%f1Tl1AL0. [`CIITRACpIT !'(1AITnl11 nl A pl n jA T ERGGl•�1"� IT1�CTJC'i -0'(N nU�ITPI.SEff- EROSION Q SCDI ENT ..r n ArTivC & CRT S TREE RE nPTG 1'a'IT'd^ 4. 4L� TIYCC nn C[^ E 1 �i1SL- L°iTRL�LTC�'® TTT'6IiTI LANDSCAPE PLAN 131-19TOMETRIG - 126ANl�'.. .•r.. G'ig.1 ni A 7 nIJYTO 7 cT T C +D ETAR16S T6 s —G2:1 'r.CG —' G24 cT- I�TrtJI�kT�^glY��T'C�'��_ p�..�w��� ...._ _ -' 4:91 R"TRPf'CTG1 pq A ft i A tff RA r-f' ITP7�nPL�'TTAT,TL'ILS /1VCn Al I EX1 -T4NG PARKING 1'f►�1�, f�AANAA I,� , Gv 1 I n nn TTCCnTCVTCiiTTC1TfV'TD'lN .8V. TGsE�9Tnl'1N 6 �yttli t APPROVALS . . . . . . ...... ...... t� n N�- � Mi . Iff LOC Tl0 ins` y t - fir le It �ffr 'k gmi MI i �� �jb�' `�rL F �� y.� 't }F4�7• .taro VI CI NITY, M P ' CrA l c '111 _ ''7 nr)r,l UNIVERSITY OF VIRGINIA HEALTW;`SERVICES FOUNDATION 500 RAY C.. HUNT DRIVE CHARLOTTESVILLE, VA 22903 -2981 DEVELOPER: vv.c.. ✓nTV v. r tvlrI L. ye yv. It 1L.vi. vs %I i!_ I%LL VI!_ IV ALBEMARILE COUNTY SERVICE AUTHORITY " VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION UNIVERSITY( OF VIRGINIA H ION EAJH S E V -E F AT C/O UVA FACILITIES PLANNIING & CAPITAL DEVELOPMENT THE BLAKE CEINTER, 1ST FLOOR Rh ',,,,� P.O. BOX 80079 ,19 f DATE SHEET NUMBERS DATE Reviewed and Approved by trio CHARLOTTESVILLE, VA 22908 -0799 Commu�'t 22 oloor lent DLpartm -. -nt 09 -22 -08 C2 -C8, C12 -C14, C18 -C22 Ci`�te � ( 0 11 -20 -08 C2, C4 -C6, C7, C11- C15.11 TELEPHONE: (434) 924 -9321 �•��Ft Z.OIb -�t� ._... _ c18, c19, C20 -C22 7 CONTACT:: GARY LOWE ._. 01 -05 -09 ALL 08 -0509 C1, C2, C4, C16, C17, C18 8/10/10' I i SHEET NUMBERS LT H OF Ir 571 l�' O z.- v S EL AU III o. 01453 io ONAL E L7 N p �E 12 F- w N �° W F- H U LL ai 3 47 O ° 0 'L w ®v1 Q J shoo � Z a >.to 0.1 G cV L w U M _ "c�®— t 0 U ° oG � vi '� Am a � z c Ln � w W Q N C Q W. 0 o I` I_ :.. ® w ww > _., >, g� R w ww 0 � Z4�'•IW. IU-1h L9 F- L01:1 G w Q ® I- o Ln 4) In w , IV <( N cJ O 0 > O "1 *`, op O V) > 0 DATE o to 08 111108 DRAWN BY C. KOTARSKI DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE ® AS NOTED I i oQ V � � I °z �o �F O�N L ° Uj-1a N 1 ° q> W Q II�•..••..•JLL// C N U � t .r+ W ° ca ■0 � iii I W U o CL L rn H c., � T C ° o 0 E" W � J F^e- 1 U c a U o O W �° V (f)7D o� T C L o � U o L L � O �° ° E L ° °C U .> °6 -a Z5 N •� ° i I .0 N N > JOB NO. ° ° � 3 I 24267 ° SHEEP NO. Q C1 �a Sheet Index Sheet Number Sheet Title C1 COVER SHEET C2 �� LEGEND, NOTES & DETAILS nAlN�EM96II C4 JTT�7YQ- 'GV1PC7'IT TiON PLAN SITE LAYOUT &SITE LAYOUT & UTILITY PLAN GTT i 4c C6 -- -Eip' m p J C°IYT� . SITE DETAILS — STRIPING -AND SIDEWALK S R�^I�' p�7766 [I'°�'T- %T)7ifL>aTf�:L S"TT1R* SEWER 'D'GTTTrL6 Gil /`i 1 GI- G 7 !... vim -I- Gi'r ST911M SEWER PRE)F16ES t'nr%f1Tl1AL0. [`CIITRACpIT !'(1AITnl11 nl A pl n jA T ERGGl•�1"� IT1�CTJC'i -0'(N nU�ITPI.SEff- EROSION Q SCDI ENT ..r n ArTivC & CRT S TREE RE nPTG 1'a'IT'd^ -Pi_� i • C16 TIYCC nn C[^ E 1 �i1SL- L°iTRL�LTC�'® TTT'6IiTI LANDSCAPE PLAN 131-19TOMETRIG - 126ANl�'.. .•r.. G'ig.1 ni A 7 nIJYTO 7 cT T C +D ETAR16S T6 s —G2:1 'r.CG —' G24 cT- I�TrtJI�kT�^glY��T'C�'��_ p�..�w��� ...._ _ -' 4:91 R"TRPf'CTG1 pq A ft i A tff RA r-f' ITP7�nPL�'TTAT,TL'ILS /1VCn Al I EX1 -T4NG PARKING 1'f►�1�, f�AANAA I,� , Gv 1 I n nn TTCCnTCVTCiiTTC1TfV'TD'lN .8V. TGsE�9Tnl'1N 6 APPROVALS vv.c.. ✓nTV v. r tvlrI L. ye yv. It 1L.vi. vs %I i!_ I%LL VI!_ IV ALBEMARILE COUNTY SERVICE AUTHORITY " VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION UNIVERSITY( OF VIRGINIA H ION EAJH S E V -E F AT C/O UVA FACILITIES PLANNIING & CAPITAL DEVELOPMENT THE BLAKE CEINTER, 1ST FLOOR Rh ',,,,� P.O. BOX 80079 ,19 f DATE SHEET NUMBERS DATE Reviewed and Approved by trio CHARLOTTESVILLE, VA 22908 -0799 Commu�'t 22 oloor lent DLpartm -. -nt 09 -22 -08 C2 -C8, C12 -C14, C18 -C22 Ci`�te � ( 0 11 -20 -08 C2, C4 -C6, C7, C11- C15.11 TELEPHONE: (434) 924 -9321 �•��Ft Z.OIb -�t� ._... _ c18, c19, C20 -C22 7 CONTACT:: GARY LOWE ._. 01 -05 -09 ALL 08 -0509 C1, C2, C4, C16, C17, C18 8/10/10' I i SHEET NUMBERS LT H OF Ir 571 l�' O z.- v S EL AU III o. 01453 io ONAL E L7 N p �E 12 F- w N �° W F- H U LL ai 3 47 O ° 0 'L w ®v1 Q J shoo � Z a >.to 0.1 G cV L w U M _ "c�®— t 0 U ° oG � vi '� Am a � z c Ln � w W Q N C Q W. 0 o I` I_ :.. ® w ww > _., >, g� R w ww 0 � Z4�'•IW. IU-1h L9 F- L01:1 G w Q ® I- o Ln 4) In w , IV <( N cJ O 0 > O "1 *`, op O V) > 0 DATE o to 08 111108 DRAWN BY C. KOTARSKI DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE ® AS NOTED I i oQ V � � I °z �o �F O�N L ° Uj-1a N 1 ° q> W Q II�•..••..•JLL// C N U � t .r+ W ° ca ■0 � iii I W U o CL L rn H c., � T C ° o 0 E" W � J F^e- 1 U c a U o O W �° V (f)7D o� T C L o � U o L L � O �° ° E L ° °C U .> °6 -a Z5 N •� ° i I .0 N N > JOB NO. ° ° � 3 I 24267 ° SHEEP NO. Q C1 �a L 3 H z N c� r- N N N 0 U a� C7 O z U J N N 0 Q rn M 0 0 N co a� 0 U O a cv c 0 v� O W iL SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST: S:E, CHARLOTTESVILLE, VA 22902 TELEPHONE: 434 -295 -5624 CONTACT: AMMY GEORGE, C.L.A. AMMY,GEORGE @TIMMO NS,COM TAX MAP PARCEL: TM 059 PARCEL 23B 4.74 ACRES TM 059 PARCEL 23B1 3.78 ACRES TOTAL AREA 8.52 ACRES* * AREA OF PARCEL AFTER BOUNDARY LINE ADJUSTMENT ZONING: Cl- COMMERCIAL SOURCE OF BOUNDARY AND TOPOGRAPHY: THOMAS B. LINCOLN LAND SURVEYOR INC. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 (434) 974 -1417 DATED: JANUARY 15, 2007 SETBACKS: ADJACENT TO ROUTE 250 RIGHT -OF WAY: 75' MAXIMUM BUILDING HEIGHT: 65' (IF ANY STRUCTURE IS OVER 35`, IT SHOULD BE SET BACK AN ADDITIONAL 2' FROM THE ORIGINAL 30' SETBACK LINE FOR EVERY VERTICAL FOOT OVER 35) BUILDING HEIGHT: 1 STORY PORTION 24.25' 3 STORY PORTION 55,00' ( WITH 60.33' @ TOWERS) BUILDING AREA: TAX MAP 59 PARCEL 23B EX. NORTHRIDGE OFFICE BUILDING 58,770 SF TAX MAP 59 PARCEL 23B1 EX. WAREHOUSE BUILDING 23,100 SF EX. KIRTLEY OFFICE BUILDING 4,300 SF LONG TERM ACUTE CARE HOSPITAL 1ST FLOOR 17,578 SF 2ND FLOOR 28,544 SF 3RD FLOOR 18,321 SF TOTAL 64,443 SF FLOOR AREA RATIO (F.A.R.): TM 59 PARCEL 23B 0.28 TM 59 PARCEL 23B1 0.39 LTACH PARKING REQUIRED: 1 SPACE PER FOUR (4) BEDS 50 BEDS / 4 = 13 SPACES + LTACH IMAGING CENTER 1 SPACE PER 200 SF NET (7,925) X 0.80 / 200 = 32 SPACES PARKING PROVIDED: LTACH 0 NORTHRIDGE 269 KIRTLEY OFFICE BUILDING 10 KIRTLEY WAREHOUSE 24 SIEG WAREHOUSE 87 MOSER CLINIC 22 TOTAL 412* * THE ZONING ADMINISTRATOR HAS APPROVED (OCTOBER 8,2008) A SHARES) PARKING ARRANGEMENT BETWEEN THE EXISTING KIRTLEY OFFICE BUILDING,;, THE LTACH BUILDING, THE EXISTING NORTHRIDGE BUILDING AND THE EXISTING SIEG WAREHOUSE. THE FINDINGS WERE BASED UPON THE NORTHRIDGE TRAFFIC STUDY. PLEASE SEE SHEET C24 FOR THE NORTHRIDGE DEVELOPMENT CUMULATIVE PARKING REQUIREMENTS (DATED 9 /26/08) FOR MORE INFORMATION. UTILITIES: SEWER; ALBEMARLE COUNTY SERVICE AUTHORITY WATER; ALBEMARLE; COUNTY SEWER. AUTHORITY THE PROJECT AREA OF THE PROPERTY IS WITHIN THE JURISDICTIONAL DISTRICT BASE UPON GRAVITY FLOW. EXISTING SEPTIC FIELD WILL BE REMOVED AS PART OF THE PROJECT. FEDERAL AND /OR STATE REGULATIONS SHALL BE FOLLOWED IN THE REMOVAL OR ABANDONMENT. FACILITIES SERVING THE TWO EXISTING BUILDINGS ON TM 59_ PARCEL 2381 WILL BE CONNECTED TO THE PUBLIC SEWER, DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED MOORES CREEK WATERSHED THE NORTHERN REGION OF THE SITE IS LOCATED WITHIN IVY CREEK WATER SUPPLY WATERSHED, WHILE THE SOUTHERN REGION IS LOCATED IN MOORES CREEK WATERSHED. DRAINAGE FACILITIES (TREATMENT): FILTERRAS GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT SEDIMENT CONTROL TM 59 PARCEL 23B1 1,47 ACRES 0.91 ACRES VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT TOTAL 4.46 ACRES 1.18 ACRES 2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 27. PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 3. VDOT IS TO RECEIVE: WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. DISTURBING ACTIVITY, AND ONE WEEKPRIOR TO THE FINAL INSPECTION. 4. ACTIVITIES. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND CONDITIONING OF THE SUBGRADE, G G 29. MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE 3, ALL EROSION AND SEDIMENT CONTROL.MEASURES ARE TO BE PLACED PRIOR TO OR AS 0.05 X 16,219 = 810 SQUARE FEET INTERIOR LANDSCAPE REQUIRED COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH SUBGRADE INSPECTION. THE FIRST STEP IN CLEARING. 32, PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE 4. INSTALL INLET PROTECTION AND CILVERT INLET PROTECTION TO EXISTING STRUCTURES. A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT PAVEMENT DESIGN GUIDE. 5, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT ON THE SITE AT ALL TIMES. CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY 35. ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE V CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO F- V) THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ALLAPPROACH GUTTERS TO SAG. INLETS SHALL MAINTAIN A MINIMUM SLOPE•QF 0.004 ft. /ft. WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 7, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET, CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C -76. 0 D �, DETERMINED BY THE PLAN APPROVING AUTHORITY. L..r PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT 8, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT STANDARDS AND SPECIFICATIONS. u ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING FINAL STABILIZATION IS ACHIEVED, DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED 11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI). a FILTERING DEVICE. 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 10. ALL FILL MATERIAL TO BETAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. z RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL • ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15 DIAMETER x 20 LONG PIPE AND SHALL CONFORM TO PE-1 PRIVATE SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND V x ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO ..... OTHER DEBRIS. BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ® VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING ZONING ORDINANCE SECTION 5.1.28. H REMOVAL OF THE' STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF QZ GUTTER. CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. THE CODE OF ALBEMARLE. 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE 1 Z SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN REVISED PLANS AND /OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, APPROVAL BY THE RESIDENT ENGINEER. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF M STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND /OR UPON DISCOVERY OF ANY UTILITY NOT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1- 800 -552 -7001. THE DEVELOPER SHALL BE j CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND /OR PROPOSED RIGHT OF WAY REQUIRED BY UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. = THE DEVELOPMENT. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 95 FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A AND /OR LOCATED A MINIMUM OF 5,5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS. 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO 17, CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. •(A TRUNK LINES. ce- STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF, ALTERNATIVES ARE SUBJECT TO 18... THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) $HALL.BE APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN W MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, �± CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75 %. WHERE DITCH SLOPES EXCEED 5.0 %,THE DEVELOPER MAY cnvycLti OOQ� INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL, FERTILIZER SHALL BE APPLIED AT CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL 0 -5 %u PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS, STRAW MULCH IS TO BE APPLIED CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS. 5 AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE O CONTROL INSPECTOR. 02 F ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT'SECONDARY ROAD 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. SYSTEM, ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. SILT. TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO o w w AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING ACHIEVE. A GOOD STAND OF GRASS, SILT FENCE AND DIVERSION DYKES WHICH., ARE PLACEMENT OF AGGREGATE BASE COURSE(S). COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED 23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF IMMEDIATELY. 0:30 GALLONS PER SQUARE YARD (REC -250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS, 20. ALL TEMP =ORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED 24. THE SCHEDUG OF= AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE LIN WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATION a NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, H VDO A APP OVED THE AGGREGATE BASE COURSES) FOR DEPTH TEMPLATE AND PERFORMED THE REQUIRED J 25. T SH 1- HAVE R , FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION TM 59 PARCEL 236 2.99 ACRES 0.27 ACRES DRY CURB & GUTTER FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). TM 59 PARCEL 23B1 1,47 ACRES 0.91 ACRES 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT TOTAL 4.46 ACRES 1.18 ACRES JUTE MESH DITCH DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT CENTERLINE OF DITCH � EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 5.64 ACRES 27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL VDOT STANDARD STOP SIGN 2. PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. PARCEL 23B INTERIOR LANDSCAPE REQUIREMENTS: 5 % OF PARKING AND VEHICULAR CIRCULATION AREA 28. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO A 3. CONDITIONING OF THE SUBGRADE, G G 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN 4. ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 1, 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND /OR W MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. PARCEL 23B1 PARKING AND VEHICULAR CIRCULATION AREA = 16,219 SQUARE FEET 31. THE NECESSITY AND LOCATIONS. FOR ADDITIONAL VDOT STANDARD UNDERDRAINS 70 BE DETERMINED AT THE TIME OF 0.05 X 16,219 = 810 SQUARE FEET INTERIOR LANDSCAPE REQUIRED SUBGRADE INSPECTION. 2, 32, APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING /MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS 4) u A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. APPROXIMATELY 0.46 ACRES 8. MAINTAINED RIGHT OF WAY. OF THE CRITICAL SLOPE AREA WILL BE DISTURBED, THE SLOPES ARE MAN -MADE. A WAIVER TO IMPACT 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT THESES SLOPES HAS BEEN APPROVED BY THE PLANNING COMMISSION ON JUNE 24, 2008. DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. ° 34, GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 3. 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. V uj ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY F- V) BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 36. ALLAPPROACH GUTTERS TO SAG. INLETS SHALL MAINTAIN A MINIMUM SLOPE•QF 0.004 ft. /ft. 4 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, Z THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET, AMOUNT OF IMPERVIOUS AREA EXISTING ADDITIONAL PROPOSED INNTE E COUNTY CONSTRUCTION NOTES ALBEMARLE CO UNTY ENGINEERING L TM 59 PARCEL 236 2.99 ACRES 0.27 ACRES DRY CURB & GUTTER 24267 TM 59 PARCEL 23B1 1,47 ACRES 0.91 ACRES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY TOTAL 4.46 ACRES 1.18 ACRES JUTE MESH DITCH EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). CENTERLINE OF DITCH � E T REQUIREMENTS THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT HE F THE PERMIT. WHERE ANY 0 TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 5.64 ACRES CLEARING LIMITS DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. VDOT STANDARD STOP SIGN 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF PARCEL 23B INTERIOR LANDSCAPE REQUIREMENTS: 5 % OF PARKING AND VEHICULAR CIRCULATION AREA PROPOSED CONTOUR VDOT, PARKING AND VEHICULAR CIRCULATION AREA = 115,792 SQUARE FEET 3. R EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED E 0 SION 0.05 x 115,792 = 5,790 SQUARE FEET INTERIOR LANDSCAPING REQUIRED > D CONTROL PLAN AND MUST BE TO ANY CLEARING, INSTALLED PRIOR GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 40,966 SQUARE FEET INTERIOR LANDSCAPING COVERAGE PROVIDED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER W SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. PARCEL 23B1 PARKING AND VEHICULAR CIRCULATION AREA = 16,219 SQUARE FEET 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 0.05 X 16,219 = 810 SQUARE FEET INTERIOR LANDSCAPE REQUIRED ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 11,173 SQUARE FEET INTERIOR LANDSCAPE PROVIDED. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 4) u DEVICES. THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. APPROXIMATELY 0.46 ACRES 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIP E SHALL BE REINFORCED CONC R ET E PIPE - C LAS S III. OF THE CRITICAL SLOPE AREA WILL BE DISTURBED, THE SLOPES ARE MAN -MADE. A WAIVER TO IMPACT 9• ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE THESES SLOPES HAS BEEN APPROVED BY THE PLANNING COMMISSION ON JUNE 24, 2008. CONSTRUCTION INDUSTRY (29 CFR PART 1926), THERE ARE NO STREAM BUFFERS ON THE SUBJECT PROPERTY. THERE ARE NO 100 -YR. FLOODPLAINS ON THE SUBJECT PROPERTY. THE SITE IS LOCATED WITHIN A RESERVOIR WATERSHED, LIGHTING: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP SHALL BE A FULL CUT OFF FIXTURE. THE SPILL OVER OF THE LUMINAIRES ONTO ADJACENT PROPERTIES OR ROADWAYS SHALL NOT EXCEED ONE -HALF FOOT CANDLE. SEE PHOTOMETRIC PLAN AND DETAILS FOR MORE INFORMATION. MAXIMUM EMPLOYEES : 50, LBEMARLE COUNTY ENGINEERING ENERAL "CONSTRUCTION NOTES FOR STREETS CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT- OFIWAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE, GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFF SET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHAL L CONFORM TO VDOT G -9 (A B OR C) . WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STA NDARD PE -1. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPI C AL P A VEMENT SECTION DETAIL, S H ALL BE STRICTLY ADHERED TO,'EXCEPTIONS WILL NOT BE ALLOWED. ROA D PLAN APPR OVAL IS SUBJECT TO FINAL SUBDIVISION IVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN THESE PLANS SHALL BE NULL AND VOID. APPROVAL OF S 0 ALL S IGNS OR OTHER REGULATORY DEVICES SHALL CONF OR M WITH THE VIRGINIA MANUAL FOR UNIFIRM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INS TALLED BY THE DEVELOPER WHE N IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS, ROADS TRAFFIC STOP PAR O STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB SEWER `; - -- - -- O EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 10''� . L " MANHOLE NUMBER WITH STATION AND COORDINATES 6" W ----- 6" W - -- ---- -P 6" W -�- 6" W --i=i- 6" W <o> WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED REDUCER PROPOSED CROSS PROPOSED TEE PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED WATER SERVICE CONNECTION �C'' " C' BWI = BOTTOM OF WALL (INSIDE) BWO = BOTTOM OF WALL (OUTSIDE) TBC = TOP BACK OF CURB EP = EDGE OF PAVEMENT NOTE: RETAINING WALL GRADES ARE SHOWN TO FINISH GRADE AND DO NOT INCLUDE ANY FOOTING OR FOUNDATION. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND' LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY D S TTY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY, NO BLASTING SHALL BE DONE WITHIN TWENTY -FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. 'ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO T HE COMMENCEMENT OF BLASTING OPERATIONS, , 5, BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL IBE 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 LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TO P OF P I PE OVER THE CENT E RLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT RANT LINES, SERVICE LATERALS, AND WATER LINES,?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. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI,' PRIVATE BOOSTER PUMPS MAY BE REQUIRED. 1 10. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -POF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING,' DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: REASONABLY (HORIZONTAL:VERTICAL }, WHERE A OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE. CHANNEL. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. E 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. _. $. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95 % OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1?1 O F o v VUU E R S III' O 01 0 i(e 1 2010 ��SSrONAL E���� CURB & GUTTER ° DRY CURB & GUTTER 24267 PROPOSED PAVEMENT PAVED DITCH - JUTE MESH DITCH -- CENTERLINE OF DITCH � BENCH MARK . m m .. ®. CLEARING LIMITS VDOT STANDARD STOP SIGN -- - - ?00 - -- - EXISTING CONTOUR 2pp PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION 240.5 T `C PROPOSED SPOT ELEVATION SEWER `; - -- - -- O EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 10''� . L " MANHOLE NUMBER WITH STATION AND COORDINATES 6" W ----- 6" W - -- ---- -P 6" W -�- 6" W --i=i- 6" W <o> WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED REDUCER PROPOSED CROSS PROPOSED TEE PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED WATER SERVICE CONNECTION �C'' " C' BWI = BOTTOM OF WALL (INSIDE) BWO = BOTTOM OF WALL (OUTSIDE) TBC = TOP BACK OF CURB EP = EDGE OF PAVEMENT NOTE: RETAINING WALL GRADES ARE SHOWN TO FINISH GRADE AND DO NOT INCLUDE ANY FOOTING OR FOUNDATION. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND' LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY D S TTY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY, NO BLASTING SHALL BE DONE WITHIN TWENTY -FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. 'ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO T HE COMMENCEMENT OF BLASTING OPERATIONS, , 5, BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL IBE 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 LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TO P OF P I PE OVER THE CENT E RLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT RANT LINES, SERVICE LATERALS, AND WATER LINES,?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. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI,' PRIVATE BOOSTER PUMPS MAY BE REQUIRED. 1 10. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -POF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING,' DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: REASONABLY (HORIZONTAL:VERTICAL }, WHERE A OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE. CHANNEL. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. E 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. _. $. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95 % OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1?1 O F o v VUU E R S III' O 01 0 i(e 1 2010 ��SSrONAL E���� • • INN 1of226a l E ° ol 24267 ° 0 n SHEET NO. tQ-+ 0 � o z 0 cv o ED _0 0 > N G L 0 a W Lu N Z V j V o w QLL ai 4) u W ° Lu m U. 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I - / " /' , i I ----_ D z ------------,---,--.----------.---,- ---_,_ ? `'. . - I ,--ftmsm�--'� t\ I" 11 11 I - 0.00 FT 1. 6.00 FT SEE SH�,ET'-C`&------------. - ---4�OAD----'----------------------------,----,----%m :- , 11 IVY -----L- -, - -�:� I . -- . x - --� 0 w I OF WA - \ / B-,kCKFLOW-P-RE-VER1QR ____ i --------— +w --------- t — (b, - ,-,- ---- -- - ---- --- - ,,, -- .- .2 ': . 2.00% COURS 'OVERLAY FROM SAWCUT ----,-----------.----- t — -------.-- -- --- T JOB NO. 0 u) TACK COAT PRIOR TO ASPHALT. �---------- m+ ---4.—r---.--- ------ / . 24267 (o Q) B CURVE WITH R=12 PROVIDE SMOOTH TRANSITION. FORD, LINDA K TRUSTEE' OF THE LINDA K FOR -- , —�4� SHEET NO. 0- EX, GRADE SIGNAL SEQUENCE TO BE APPROVED --- - D 4.50 F ATE --------------- -------�---.-----..------,-,--- ,(ot;�, C4 EO CROSS SECTION A-A RUR,AL Q) >1 I --------------- / . I IV 1 z-z(-Zo( !- 0 Cs -st ' x STREET APPRbACH sm E SURFACING AS MAINLINE 1114 AS TO BE POAO AS MWAY ---- -1 oN ^Pi_JINS1 -- IRAftS TO BE, AS SHOWN DJy ipLAN$I ST•D ca -n - .- w. .dp�ix. cat�sn� ON j -�- cIe'R9 AND Quit t SrU. cc • 61 4' SIDEWALK PpM� ct x58 A3 a.. a. 6r FLOW LAL S. CVNCRETE + s•' --._v __ LXPANSON JOINT« -•- EXPANSION 40141 NoTEtsi "a. N 2.1)" YPIICAL SmION. tiA[NtINE ROADWAY SECTION C -C PLAN VIEW M CONSTRUCI rJRA0E- CHANGES WITH A PARABOLIC CARVE. ,,ryte� WHEN THE NIRANCE RADICANNOT ACCOWjj.oDITE b THE TURN MQUIRE&ENTS OF ANIMATEO NAVY 101PARAWAic CIARVE TRUCK iR/FFIC THE DEPIN FOR SIDEWALK k LtIgE} xx RAMPS Wilt1Wt %F. LW ITS OF THE RAI>ltS K A01 12 EDG££ OF SHOULDER OR Is t 4CH . �� n INCREASED TO T'. Op'll"Al FLOW 1.4tEr�_ .. _ MNNt.INE ROADWAY :jj� «-- .—_..,,",., — � wHEtt Si'D.CG -1115 USED FOR EN1RANrrL5 0lHI,T IN CONJUNCTION mill VDUT PROJECTS' PLtASE a ;.�� - NOTE THE t'4 towlNG• SL 1 D * M"llif PAY000 SHAII. 1 3E CONSTRUCTED TO THE RIW LWL [EXCEPT ANY SURCRADE T DESIRABLE FfIR CO STARILRA11IQN ROmmAEo FON iAsKIHE FNTRARM P £AE1fiT WHICH CAN BE OWTIEV IN SECTION A RADIAL CURD OR COMOINATtON OURS MO GIRT TER SHAiI NOT BE CONSTRUCTED Gl1IiDEI IVES FAR GRADE C3°IANGIE ID BFYOWD THE ImW LINE ExCEP1 FQR KPLACEMNT PURPOSES. w61EN USED IN CONJUNCTION WfIN STANDARD ENTRANCE YQLU6t€ DESIRABLE MA5(Iittlit CG -3 OR CG ^7• THE CURB FACE ON TIPS --� - ItOUNiA$1E Ci;NfitlATIONA IaA1Ct4 tHL I6GFi UM1f1E TIIA1i 1500 YPO> 0 x s X 4EOUM (600-1600 VPDI j3 R 8 X 5V STANDAIM CO-12 FOR CURD DAMP 1)EStCtI T BE USED WITH THIS STANDARD. LOW ILM THAN 500 VPOt s a I a x X PLANS ME TO REQUIRED tAlt t 0 PONSTR C710HI of FLOW DRAINAGE ACROSS THE FNSRANCE. OPTIONAL f� OWLINE MAY REQUIRE WAA,iyr, of A POA IID14 0 GUTTER TO MECLVDE fgftl," Of ;xATEK. SPECIFICATION REFERENCE SD2 1 STANDARD VDOT CG 11 No Scale METHOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRCINA DEPARTMENT Of TRAWSP10RI06110II a 4 VDOT STD. CG -2 4 5' BEGIN TRASITION TO FLUSH CURB a . (H=6 „) 0 v 20' 4 FLUSH CURB (H =0 ") R =62' R1.75' a a rn VDOT STD. a U CG -2 � a 2�. DROP OFF ZONE Zq , 4 - a R50' CANOPY 5.5' (21.4' CLEAR) R =62' a. O R1.75' 2 FLUSH CURB (H =0 ") 20, a BEGIN TRASITION TO FLUSH CURB (H =6") VDOT STD. a 5' -�- CG -2 a TYPICAL CURB TRANSITION TOP OF CURB H =O,. e BOTTOM OF CURB-/ (- .-- 20' ---•I 10 CURB TRANSITION AND DROP OFF No Scab CG -12 A T ` ON �S DOWELS. w LONG 4' 0 4' j co sKorw mou CC -12 DETECTABLE. WARNING SURFACE i TYPE A (PERPENDICULAR) APPLICATION �+yRlvlifilA Sii:Fa ARi,,�t[43T tIF` tRAMS�Prjl2t AtlVat 20304 2 STANDARD VDOT CG 12 -A No Scale 4 LIGHT DUTY PAVEMENT SECTION (FOR PARKING SPACES No Scale 50' VDOT STD. CG -2 TOP OF CURB FLUSH ' WITH PAVEMENT SIGN LOCATION BUILDING 32.63 LINE Vo 8, a °a a a 10:1 10AX a 4 a CURB TRANSI RON FRVM N =6"' T04H -O” 4 a CONCRETE BUMPFR BLOCK (TYP.) 4 4 ° 4 o ^ 4 11 MODIFIED CG 12 -A No Scale //-PAINTED PER VDOT SPECS (TYP. ) R, 5 4" PAINTED c-roloc f-rvo 4" MIN I 4 203,05A SACK (IF 20 %I P{;RM15SI+�1.E STRt.ACTtt3N SIC` CTIC}N B "B OTC: FOR GENCRAL NOTES ON '04E OETECIASLE WARNING SWACE, SEE SHEET 1 OF +6. TYPIw 6 PARALLEL APPLICATION ROADWAY GRAM IN PERCT NI MWWUN RAMP LENGIN My FEIN a" CtARe 61, CUt Q 4 6 a 2 7. 5 $ 3 6 9 A $ 12 5 ,;.: a` :. `a : ': �..�, °. e t5 0 A 15 0 v� 0 B CROSSWALK TYPICAL, PLACEMENT AT INTERSECIION WITHIN CROSSWALK NOTE TI'S AIEOUIREV LEN014 OF A P4 IIsEL RAMP 1!I IS OED TO 15 FEET, RE WOMS OF THE SLOM 51+EET 3 t7f' a 9otf3FCA1�Y IIItE to CG -12 DETECTABLE WARNING SURFACE T'Y'PE B (PARALLEL) APPLICATION REV. voS to 04k DEPARTMENT Or IPMSPORTATKA4 2O .OS Emp-mm, m VA 007 ��•t !N 3� I Lu-meg A COMPACTED SUBGRADE (CBR 11.2) 6 CONCRETE SIDEWALK JOINT DETAIL No Scale NON -SLIP BROOM FINISH 7-1/2's 6' LENGTH WWF 6x6 W2.9xW2.9 2" .50' FROM F/C .o d • a.A q •ad o c• 0 0 0 6 O 10" 3,500 PSI AIR ENTRAINED 5" PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER / / % / / /K / / / / / / / �' --- COMPACTED SUBGRADE SEE ARCHITECTURAL PLANS FOR LOCATION OF EXPANSION JOINTS \ / /\ \/, �- - " dq CONCRETE SERVICE AREA PAVEMENT ANCHOR WITH 5 /s REBAR IMBEDDED 24' IN GROUND; 2 PER WHEEL STOP CONCRETE LOADING AND UTILITY 7 AREA & PAVEMENT SECTION UNDER CANOPY 8 PRECAST CONC. BUMPER BLOCK 9 STANDARD VDOT CG -2 No Scale I No Scale NOT TO SCALE 5' MAX. CROSS SLOPE 2% NON -SLIP BROOM FINISH 1.5 VDOT STD SM — 9.5A 4 Tie. ..� " _ _» RASF gTnNF o , o S L ERS III o. 0 ��s"�IONAL E ~_ ' cm z C7 N p rn E w N C w hwj 3 o U. r• �°" Ld 0 cu m ce Z 4„WjIj o0 0 �M�rn W � �T>/1SN L' � (D W U _ ® ^X V O o 0 O cad U z V)V ko 10 Ln 4(fl N Cn O cj Z z°r-+' N z ►— w O ®Z U' Ce M O w > > U z U C4 U 0. w 4 qw 04 4W 41 I'Ll O ti ti 4 Cx Q � ©® O LLI 166 , z N o rn '" > DATE ° U j 08111108 DRAWN BY D. GRANDFIELD . DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE AS NOTED ASPHALT CONCRETE 2.5" VDOT STD BM -25.0 ASPHALT CONCRETE 6" VDOT STD 21B AGGREGATE STONE BASE COMPACTED SUBGRADE a �- HEAVY DUTY ASPHALT PAVEMENT Q VDOT STD. CG -2 PAVEMENT SECTION ABOVE RAINTANK SHALL MEET RAINNTANK MANUFACTURER SPECIFICATIONS. 12 HEAVY DUTY PAVEMENT SECTION No Scale UjG R= Y4" CONTROL JOINT SPACED 2 „ R a AT WIDTH OF WALK i.d.4 �4„ O 3 » Q � CONC CURB AND GUTTER CLASS ,;.: a` :. `a : ': �..�, °. e EXPANSION JOINT EACH 30' MIN. q 3A, 3A c =3 ,0 00 SI CONCRETE NSION WITH PREMOL DED EXPANSION L 4,000 PSI IF PRECAST. L '4 "ZIP FILLER, ZIP STRIP OR EQUIV., � d 1» _ ,^ .: . • ; SEAL WITH SILICONE SEALANT a a 4 Ll.l ° ” SEALAN T /" / ~ d . ° d Q .P: . 7 CONC. WALK > df . ° °0 4 d O CONTINUE STONE BASE - 9 •d :; .4 ' °•Q ,,. ° FROM 'ADJACENT a- PAVEMENT SECTION UNDER CURB —6» 6" 2' _ U» COMPACTED SUBGRADE 3� I Lu-meg A COMPACTED SUBGRADE (CBR 11.2) 6 CONCRETE SIDEWALK JOINT DETAIL No Scale NON -SLIP BROOM FINISH 7-1/2's 6' LENGTH WWF 6x6 W2.9xW2.9 2" .50' FROM F/C .o d • a.A q •ad o c• 0 0 0 6 O 10" 3,500 PSI AIR ENTRAINED 5" PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER / / % / / /K / / / / / / / �' --- COMPACTED SUBGRADE SEE ARCHITECTURAL PLANS FOR LOCATION OF EXPANSION JOINTS \ / /\ \/, �- - " dq CONCRETE SERVICE AREA PAVEMENT ANCHOR WITH 5 /s REBAR IMBEDDED 24' IN GROUND; 2 PER WHEEL STOP CONCRETE LOADING AND UTILITY 7 AREA & PAVEMENT SECTION UNDER CANOPY 8 PRECAST CONC. BUMPER BLOCK 9 STANDARD VDOT CG -2 No Scale I No Scale NOT TO SCALE 5' MAX. CROSS SLOPE 2% NON -SLIP BROOM FINISH 1.5 VDOT STD SM — 9.5A 4 Tie. ..� " _ _» RASF gTnNF o , o S L ERS III o. 0 ��s"�IONAL E ~_ ' cm z C7 N p rn E w N C w hwj 3 o U. r• �°" Ld 0 cu m ce Z 4„WjIj o0 0 �M�rn W � �T>/1SN L' � (D W U _ ® ^X V O o 0 O cad U z V)V ko 10 Ln 4(fl N Cn O cj Z z°r-+' N z ►— w O ®Z U' Ce M O w > > U z U C4 U 0. w 4 qw 04 4W 41 I'Ll O ti ti 4 Cx Q � ©® O LLI 166 , z N o rn '" > DATE ° U j 08111108 DRAWN BY D. GRANDFIELD . DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE AS NOTED ASPHALT CONCRETE 2.5" VDOT STD BM -25.0 ASPHALT CONCRETE 6" VDOT STD 21B AGGREGATE STONE BASE COMPACTED SUBGRADE a �- HEAVY DUTY ASPHALT PAVEMENT Q VDOT STD. CG -2 PAVEMENT SECTION ABOVE RAINTANK SHALL MEET RAINNTANK MANUFACTURER SPECIFICATIONS. 12 HEAVY DUTY PAVEMENT SECTION No Scale #57, #68 OR #7$ LJJ c STONE BASE UNDER CURB \-4" 3,500 PSI AIR -- ENTRAINED CONCRETE 4" TYPE 21 A STONE BASE COMPACTED SUBGRADE (CBR 11.)) NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 13 CONCRETE SIDEWALK TYPICAL SECTION No Scale UjG � a i.d.4 O 3 Q � CONCRETE TO BE A3 AW U im a IF CAST IN PLACE, L 4,000 PSI IF PRECAST. L a Ll.l ~ c U cn > #57, #68 OR #7$ LJJ c STONE BASE UNDER CURB \-4" 3,500 PSI AIR -- ENTRAINED CONCRETE 4" TYPE 21 A STONE BASE COMPACTED SUBGRADE (CBR 11.)) NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 13 CONCRETE SIDEWALK TYPICAL SECTION No Scale to ,It 66 0 IiiiI 00 0 16 0 (a 0 I TO 0 E co a. OP 7 7 01 01 IL IbI 7_0 1.0 ................ RS P F1 A L T .......... E 0 i < 8 ps. 0 0 W. 47 E 0 > E Lu C4 U3 Ln C a' Dip uj 4~ Fn VIN11 oij,r TING WARD OU SE V EXIS 0 mJ W 0 u Y) 2 1 Lu AL W Uj Q) M < A z ;t j 40 Lu U E !A/F R sr 2 ��I:j (D W U t 1 -AA z pos it 171) 0 0 Lj x 4 J LL 0 a z Y/ u U 1 �a z) Ln WJ 0* C uj -4 LLI Ct < r 47 U., z z . 1p A 5 700 SF > U-1 X\ ' mix 1 man h 4J CAPPED .......... WELL _,J ul ... . ce 6-P s NJ. ........... t Q) W w 4W 1-QCs Q� C4 LIJ > Lu 6' ;v\ E X Lu u 0 Ln 00 CO C W1 1-AR < 14. z > Lx .4 0 t 4G R DIUS 16 V) Aso 1 N > BENI (P/ C� DATE CAI ty 0 08111108 U) -MG P • SED POI X"l 0,00 SF M1 DRAWN BY -HERS) C) n _7 1 if V IN. ,TJ J- TJ 7- N V TO 641 536 ri IN IN 6-CM", 6'50 s 01 T TO S0,D EX. FORCE MAIN 1 -AR d/ . ..... D 1120 sF_ 1,;-A\, K 1 JP >>\ UV E 50006f30____ 0 0 0 /15 11,,/, p uimArmt_ Z)%-AL 30 0 15 30 60 (IN FEET) 1 inch = 30 ft. 120 D. GRANDFIELD V H Rol DESIGNED BY PC6 T 8 ,4 I 5, 4, A.GEORGE I AR CHECKED BY it X00 -DE, 2' 0. S. SAUNDERS TERMINATE WITH 100-PP, 21 O.Q. 1-AR 1-MG S) E M E N B. VERTICAL LONG cA P 475 SCALE EXCEP RADIUS 90' BEND 1-MG 1-AA 1 "=30' WITHIN FIRST FLOOR COMMUNICATIONS CLOSET AS DIRECTED TANi<- 4-CCL J J,MAIN') BY OWNER. t, 1 IF 0 ESMT 5-HQ8N IG SE "SIEG MAINTENANCE I -� 469 9LAT I . 1 11 P. 306, 30E)) I , "J PT FINAL SITE PLAN" FOR 1-AA1 41-IG F tw)45 r DESIGN INFORMATION 207\71CPI 18 O.C. 90-GM 181, O.C. FOR INTER-PARCEL / i j j ,� I 100-GN CONNECTION ROAD NA2 p<x k 34-VBC r)_HQ5N fill F_ 0 I -_j 34 VBC • P 649.90 CL 6 V. c 90-GM,'18" V. k OUT) 100 if 45-DE, 2'b.C. 4-AA 45-PP, 2'0.C. 15-IVLH 4-AF;T-4, 1-cc QC L 1 3 0, f:- uJ E 7 C. 87-CPj 18" O.C. N OR IrH ui is r .0 -ORY D z 96-NA BrRI"'K < 96-NA2 ('/A\ IL AU u Lu 0 or= Ca _j 31 1,440-LM, 10" OC uj 1-CC 3-HQ�S� -7, 2 10 UJI mis I 250-NMG 675 -LM, 10. C. 3-VCC 200 fill, b 10 250 NA "Id "SF P -NA2 11260-LMf 1011 oc 35-NMG ; V < 12-VCC 3-VBC -17, F U 3 -NA u ul 250 LM, k0" 5-ff w 3-HQS 37voc 250-NT 220-NMG AV Ank o -VBC 3 -NMG i a Anna T1 --- 220 NA -NT ru NA Q�I'N � ------ 220-NA2 P A\ T! 0 z 5 7 AA 220-NT %FAI r uj C Z� -- ------ ------ uj M 09 < I '13-�]V x XXI 6-FGS -4 P� 5 vN >> p, I X11 2-Qp T_ E —7— 9 SAN/ PV W Wm 'H 0' U TI-4 T F MAINfEWX -AA Y EASEMEITI- IA IC Ll 47,1 -------- E 3., TREES -XCF1_,P], Tj EX. 12)t S 4-C-C' 1 -PLAN)p FOR 4 L/ L I L ij R 0 0 /1 TH NT] N P 0 OF PATH y 9 1,679- -IF NE__ -7 -EX. 90-NMG R—a SIC 00 -.1 . ......... --29G-NA2--- JOB NO. tTO ti 101wAD-;,Q-___ VEPCO R, VV F- 290-NT 3 1 �. OR _/�Nn 35-NMG D.B. 288 P. 24267 4,P =_ A2 3 -_- 5 = 30-NT/' SHEET NO. 35-NT 10 ZZ L2Ot 2�2t) C16