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HomeMy WebLinkAboutSDP201400069 Plan - Approved 2014-12-30Z ALBEMARLE COUNTY PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES SITE PLAN SUBMITTAL 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, �IIr 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 B C K TAI E I GOVERN. U MOUN N P 2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. SCO AL CHURCH 3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN GENERAL NOTES ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE 1. DIMENSIONS AND RADII ARE TO FACE OF CURB AND TO OUTSIDE FACE OF INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. BUILDINGS, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. PRO OS D ADDITION 4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND 2. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT MULCHED. ENGINEER FROM THE LOCAL OR STATE AGENCIES AT HIS EXPENSE. THE CONTRACTOR 5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE DIEPARTMENT OF FIRE RESCUE • SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE 9, OF THE PERMITS. ACHIEVED. 3. THE CONTRACTOR SHALL NOTIFY ALBEMARLE COUNTY AT LEAST ONE WEEK 6.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN PRIOR TO STARTING WORK ON THIS PROJECT. THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY 4. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE IN ORDER TO STABILIZE A DRAINAGE CHANNEL. SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED CHRIS GREEN ° ° °. • RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY ALBEMARLE 7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR b COUNTY INSPECTORS. UNIFORM TRAFFIC CONTROL DEVICES. a yPN otp a ♦ ro t o e. •.°- R Pv• ° o -0 a 5. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE &UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL PIPE - CLASS III. 0 SPECIFICATIONS AND NOTIFY ALBEMARLE COUNTY AND THE ENGINEER OF ANY 9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). . e WITH WORK. • •, 6. DEVIA'+LIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, GENERAL CONSTRUCTION NOTES FOR EROSION ANI) UNLESS OTHERWISE APPROVED BY THE ENGINEER. SEDIMENT CONTROL PLANS 7. PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. DO NOT USE p a SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE ° ' ae DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF 8. ALL PAVING MATERIALS AND DRAINAGE STRUCTURES SHALL BE BUILT AND LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. os p INSTALLED IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION 2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND ° a e ea-° a V° d e I• ° EARLyS °° o° a p° • STANDARDS AND SPECIFICATIONS. MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE 9. ALL GROUND COVER AND LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA HEALTHY CONDITION AT ALL TIMES. DEAD PLANT MATERIALS SHALL BE REMOVED REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. oo • O IN A REASONABLE TIME AND REPLACED DURING THE NORMAL PLANTING SEASON. 3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO 10. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR AS THE FIRST STEP IN CLEARING. OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED TO THE °°oitOAU SATISFACTION OF THE OWNER. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE 0 ° y °°�° e REPS FOR MAINTAINED ON THE SITE AT ALL TIMES. 11. FIRE LANE DESIGNATION AND MARKING TO BE DETERMINED BY ALBEMARLE ° ° ° d O COUNTY FIRE DEPARTMENT. 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN 12. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW •- d 0 e o nae O °• UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION o , COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. APPROVING AUTHORITY. °, . e o p � O •o 13. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL it ° THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND e PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND SHALL 7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL q o DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE Q e•a e. ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. p� PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ° ~°° ° FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." &DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED wQ QOM + Alf, ° ' i FILTERING DEVICE. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PAVEMENT AND DRAINAGE STANDARD NOTES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. •• ° SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S, LATEST EDITION, EXCEPT WHERE ALBEMARLE COUNTY STANDARDS ARE APPLICABLE. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW O w AREA. 2. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION. RUBBISH, AND OTHER DEBRIS. 3. ALL CURB AND GUTTER SHALL BE VDOT STANDARD, EXCEPT AS NOTED. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF 4. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. OF PAVED AREAS. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 5. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE 13-301 OF THE CODE OF ALBEMARLE. AGGREGATE BASE MATERIAL TO SUB -GRADE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER 6. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE -NEW CONDITION. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER 7. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO CODES AND REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS SHALL PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND BE STRICTLY COMPLIED WITH. DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO TFACILITIESTWHEREEMOVE OR UTILITY NOTES CONVERT TOPERMANENT STORMWA ER MANAGEMENT APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF 1. THE LOCATION OF EXISTING UTILITY LINES, CONDUITS OR OTHER STRUCTURES THE PROPERTY. ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN MAY ONLY BE 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY PLANS TO PERMIT REVISIONS IF NECESSARY. FOR ASSISTANCE IN LOCATING EROSION CONTROL INSPECTOR. EXISTING UTILITIES CALL "MISS UTILITY", 1-800-552-7001. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT 2. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT AND ANY OTHER EXISTING UTILITIES NOT SHOWN ON THESE PLANS. IF A UTILITY 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT ENGINEER. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR PRE -CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. 3. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL OF THESE ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL UTILITIES (SANITARY SEWER, ELECTRICITY, ETC.) SHALL BE INSTALLED AND INSPECTOR. TESTED SATISFACTORILY PRIOR TO COMMENCING ANY PAVING OPERATIONS 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE 4. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE 5. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE DESIGNS BY OTHERS ON THE REQUIREMENTS FOR AND LIMITS OF UNDERGROUND AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT ELECTRICAL SERVICES AND OTHERS UTILITIES NOT DETAILED ON THE CIVIL MUST BE CLEANED AND REPAIRED IMMEDIATELY. PLANS. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 30 DAYS OF FINAL SITE NEROSIONRES ARE SP NOMOVED LLONGER NEIN EDED, SUBJECT TO APPROVALABYITHEICOUNTY CONTROL -2013-00023. INSPECTOR. ALBEMARLE COUNTY, VIRGINIA VICINITY MAP ALBEMARLE COUNTY, VIRGINIA (GIS) 1 " = 2000' PROJECT DESCRIPTION THE PROJECT PROPOSES TO CONSTRUCT AN APPROXIMATELY 60'x50' ADDITION TO THE BUCK MOUNTAIN EPISCOPAL CHURCH. SITE IMPROVEMENTS WILL INCLUDE AN UPGRADED ASPHALT ENTRANCE OFF OF EARLYSVILLE ROAD, MINIMAL MODIFICATIONS TO THE PARKING LOT, SIDEWALKS AROUND THE ADDITION AND RELOCATION OF A STONE WALL. UTILITIES INCLUDE CONNECTION TO AN EXISTING DRAINFIELD AND RELOCATION OF EXISTING ELECTRICAL LINES AND LIGHTS. NOTE. LIIMITS OF DISTURBANCE IS UNDER 10,000 SQUARE FEET. THEREFORE NO FORMAL EROSION AND SEDIMENT CONTROL REVIEW IS REQUIRED. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED AS SHOWN ON THE PLANS. APPROVALS DATE DEPARTMENT OF COMMUNITY D FLOP 1 TT PLAN-NTER/ZONING ENGINEER INSPECTIONS �. 0 DIEPARTMENT OF FIRE RESCUE • AILBEMARLE COUNTY SERVICE AUTI-IORIlfff A VARGINIADEPARMENT OF TRANSPORTATION IZA 9, e ° + a ` „ a • CHRIS GREEN ° ° °. • • ° • ° cED ° °•'. ° ° b LAKE �. ° • • a .° a yPN otp a ♦ ro t o e. •.°- R Pv• ° o -0 a 0 00 � e . e • •, SITE • 8 . O - bJl� e ° Y O V `J,a e o- e p e• F e ° � ° o p a ° ° • o J O pyo o () • 9 e• • r° • ° O O a e o ° ' ae •0e ° o Ooo° o°• ,o°e °: e •• - °••• ' ° • - p os p .� eep 0° ° ° a ° a e ea-° a V° d e I• ° EARLyS °° o° a p° • •° . :o �. .p ■...io n O ° - DRl bE ° v ° a■ ° • ' ° • m - e #• ° ° • .. ' a • ° e O oo • O O O " • 6 p . ° • wtp °°oitOAU e ° 0 ° y °°�° e REPS FOR e . o • ° ° ° d O ° g ° a a 40 o O I a 0 ° o G��vi O� ❑ O� e ° ° ° a • •- d 0 e o nae O °• v � o , ° • ' o C Q 8 e °, . e o p � O •o it ° ! e O 4d 0 O a F9�C ®d X00 q o h c Gj r Q e•a e. ° p� � • ° ~°° ° oo wQ QOM + Alf, ° ' i o q 8 o •• ° °Qi. •p o i b = O w a.. O o d° ; to VICINITY MAP ALBEMARLE COUNTY, VIRGINIA (GIS) 1 " = 2000' PROJECT DESCRIPTION THE PROJECT PROPOSES TO CONSTRUCT AN APPROXIMATELY 60'x50' ADDITION TO THE BUCK MOUNTAIN EPISCOPAL CHURCH. SITE IMPROVEMENTS WILL INCLUDE AN UPGRADED ASPHALT ENTRANCE OFF OF EARLYSVILLE ROAD, MINIMAL MODIFICATIONS TO THE PARKING LOT, SIDEWALKS AROUND THE ADDITION AND RELOCATION OF A STONE WALL. UTILITIES INCLUDE CONNECTION TO AN EXISTING DRAINFIELD AND RELOCATION OF EXISTING ELECTRICAL LINES AND LIGHTS. NOTE. LIIMITS OF DISTURBANCE IS UNDER 10,000 SQUARE FEET. THEREFORE NO FORMAL EROSION AND SEDIMENT CONTROL REVIEW IS REQUIRED. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED AS SHOWN ON THE PLANS. APPROVALS DATE DEPARTMENT OF COMMUNITY D FLOP 1 TT PLAN-NTER/ZONING ENGINEER INSPECTIONS �. AIS Ell, w DIEPARTMENT OF FIRE RESCUE • AILBEMARLE COUNTY SERVICE AUTI-IORIlfff A VARGINIADEPARMENT OF TRANSPORTATION IZA WEALTH DEPARTIVfENT 1. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL NAP 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 PLAN TITLED BUCK MOUNTAIN EPISCOPAL CHURCH PROPOSED ADDITION- SITE, YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION GRADING AND UTILITY PLAN PREPARED BY DRAPER ADEN ASSOCIATES DATED 17-204G.) JUNE 13, 2014 AND REVISED OCTOBER 9, 2014 (HEREAFTER CONCEPTUAL 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN PLAN), AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING NOTE: CONTRACTOR TO CONTACT NINE(9)MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. ADMINISTRATOR. TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN, MISS UTILITY (811) IN ADVANCE DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS OF PLANNED WORK. ADVIANCE (WATER PROTECTION ORDINANCE SECTION 17-207B) WITHIN THE DEVELOPMENT ESSENTIAL TO THE DESIGN OF THE DEVELOPMENT, AS TIME PERIOD SHALL BE LIN SHOWN ON THE CONCEPTUAL PLAN: ACCORDANCE WITH CURRENT A. LOCATION OF PROPOSED ADDITION MISS UTILITY GUIDELINES 2. ADD ADDITIONAL OAK TREE TO REPLACE THE ONE THAT IS BEING TAKEN DOWN.(www-missutilityofvirginic.icom). ORIGINAL DATE OF PLANS OCTOBER 6, 2014 DAA PROJECT NO.: C14117C-01 These documents, including drawings and specifications, were prepared by Draper Aden Associates, Consulting Engineers, pursuant to a contract by and between Draper Aden Associates and Buck Mountain Episcopal Church with respect to the project described in said contract. Any reuse or modification of said documents (whether hard copy or electronic) without written verification or adaptation by Draper Aden Associates for the specific purpose intended will be at the sole risk of the individual or entity utilizing said documents, drawings and specifications and such use is without the authorization of Draper Aden Associates. Draper Aden Associates, Consulting Engineers, shall have no legal liability resulting from any and all claims, damages, losses, and expenses, including attorney's fees arising out of the unauthorized use of these documents, drawings, specifications, reports, and studies prepared as a result of the aforesaid contract. CONTACT INFORMATION OWNER/DEVELOPER: BUCK MOUNTAIN EPISCOPAL CHURCH ADDRESS: P.O. BOX 183 EARLYSVILLE, VA 22936 OWNER CONTACT: ART SYMMES, P.E. TELEPHONE NO: 434-806-4092 EMAIL ADDRESS: ASYMMES©NRAO.EDU ENGINEER: DRAPER ADEN ASSOCIATES CONTACT: JULIA W. SKARE, P.E. ADDRESS: 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: JSKARE@DAA.COM SOURCE OF SURVEY: DRAPER ADEN ASSOCIATES CONTACT: CHERYL STOCKTON, L.S. ADDRESS: 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: CSTOCKTON@DAA.COM PROPERTY INFORMATION PARCEL ID: 03100-00-00-03500 TOTAL ACRES: 3.75 ADDRESS: 4133 EARLYSVILLE ROAD; EARLYSVILLE VA, 22936 OWNER: BUCK MOUNTAIN EPISCOPAL CHURCH MAGISTERIAL DISTRICT: WHITE HALL ZONING: VILLAGE RESIDENTIAL OVERLAYS: AIRPORT IMPACT AREA HISTORICAL INFORMATION: VIRGINIA LANDMARK REGISTER SUBDIVISION: N/A SITE INFORMATION PRESENT,/PROPOSED USE: CHURCH NO. OF DWELLINGS: 1 (EXISTING) NO. OF STRUCTURES: 3 (EXISTING); ADDITION TO (1) EXISTING MAX STRUCTURE HEIGHT: MATCH EXISTING (35' PER CODE) SETBACKS: FRONT -25'; SIDE -15% REAR -20' ADDITIONAL IMPERVIOUS AREA: 4,700 SQUARE FEET LIMITS OF DISTURBANCE: 9,934 SQUARE FEET PARKING SPACES: CHURCH: 18 SPACES PARISH: -23 SPACES TOTAL (EXISTING AND PROPOSED): 41 SPACES PARKING REQUIRED: (1) SPACE PER (3) FIXED SEATS: 120 SEATS; OR (1) SPACE PER 75 SF OF ASSEMBLY: 1500 SF THEREFORE, 40 SPACES REQUIRED PER SEATS FLOODPLAIN: ZONE X PER MAP 51003CO1400 EFFECTIVE 2/4/2005 WATERSHED: PORTION OF SITE TO SOUTH FORK RIVANNA RIVER RESERVOIR; PORTION OF SITE TO CHRIS GREENE LAKE CIVIL SHEET LIST Sheet Sheet Title Number C0.0 COVER SHEET AND GENERAL NOTES C1.0 TOPOGRAPHIC SURVEY C2.0 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C3.0 SITE, GRADING AND UTILITY PLAN C3.1 INTERSECTION SITE DISTANCE PLAN AND PROFILE C4.0 EROSION & SEDIMENT CONTROL DETAIL C4.1 CONSTRUCTION DETAILS TOTAL SHEETS: 7 THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: E. CAMPBELL BOLTON, P.E. NAME: PRINTED PROJECT DESIGNER JULIA W. SKARE, P.E. NAME: PRINTED PROJECT MANAGER GLENN W. CUSTIS, P.E. NAME: PRINTED QUALITY REVIEWER 11221214 DATE 12222 DATE 11121114 DATE LTH 07 1 U 11A'WALLAGE SKARE Y Lie. No. 43893 12221.1 ksllls�tQNAL _. v �> o •� c oz V 2 E Q (i O 0° M o � moe:xc� 0 W .t Co • W C04) +-+N� 3 Q N aiv>>vE N X Ct C n 0) ti N 4W P 1 U rr D 77i U U W Q 0. 00 Z U QVJ rr -z W 0.0 z W- W 0 Z C) Q QC)z z F_Q0 Q z Q W W II - W 0 z _ U) D W X00 CL J rr WUO¢ > �� O Wm U mIQ REVISIONS 11/21/14 COUNTY COMMENTS REVISION DESIGNED BY: JWS DRAWN BY: ECB CHECKED BY: GWC SCALE: 1" = 10' DATE: OCTOBER 6, 2014 PROJECT NUMBER: C14117C-01 r , , ROBERT H5110359 FLEM/NG DB 491-3, PLAT TM 51A-041-8 WILL/AM R SCHUMANN DB 1861-104 DB 491-3, PLAT 48.84' TM 31A-0411-9 S38.24,%3»E'er/ / •Roil " (Found) BUCK MOUNTAIN EPISCOPAL CHURCH j !; D8 125-5 r t DB 1561-57, PLAT ^a k TM X-35 f( 1 Oaks° `� hickory L 5 BENJAMIN W & DEBORAH A MCGEHEE DB 940-456 DB 491-3, PLAT IM 51A-041-7 10" Hickories 6" Pine 9" Pines 7" Hickory 10" Pine 8" 15" Pines Rod Sycamore (Found S28'14'43 289.0 to Oak f� 3 "c 12 9 err �o Q dk ° n, Hi, 6 Oaku 15" Pines i 6" Oa�" � es son. In 676 1 (c. o. ' ffe:645,59 4 Flay Aroma ,(carpet) from roof ` 7" drains? k one, Wal � I�8" =6 -2.75 ` 6' Pak f 1 i 0 1 Pak Oak t 641,37 nple v bird house Tp� �tump 1 " 36' 0 �^ 2 ree J 1 Cherry 95" � M nolia 8" Pine X36" Oak `4" Pine m ✓OHN ✓ HABER T /// & ✓ANE S HABERT DB 4180-289 DB 491-3, PLAT TM 51A—OA-6 covered 18'f bench /% Plies 42" Garden r , -7-77 CHURCH CHAPEL OFF/CEfs:645.58 ffe:647.51 P ) IT flet) ;oar et rb stops, typ. "6' gravel tth Q60" Oak r, i 51.3 ✓EFFERY C. THOMAS DB 2566-256 DB , PLAT TM 51-34 n _n rr r�yo r, _ PRES RIP 7 y 10" edar 24" a*W w. k �24" S c more Sycamore— a /.J� 3a'njrJ� iE3 �c9 y 36 k �-H `_ ENC MARK: Marked "X" on end of wall. Elev.=645.19' ae a Rod' FoundA. w de V434 �Iv ,„.. 16 ,C.E�oad is Property Hine N55'39'37' E —'�,--- Trt 25.00 6h ~ ` Route 663 " _ R s ... . to _- � - ., X . 850± to Sta Road) 12 CM -- (Buck .,.• (Bu Mo,,Ita1 = ss Inv.=645 47X u.0 g Inv =645'62 - Gravel drive 30' Prescriptive Easement GRAPHIC SCALE 30 0 15 30 60 I( IN FEET) 1 finch = 30ft. LEGEND �I,vTx of r CHERYL A. STOCKTON Lie. No. 2425 05/21 /2014 cy. SUI L M O LU001N iceNN Cif 3 Q N aiu)>4vE ,� �MM U24 0. cc ==o 0 CD ti N M — — Property Line O Rod Found ----1000--- Contour ❑ Monument Found - - - - Overhead Ultility Guy Pole NOTES: �- ___ - Storm Line U Utility Pole 1.) Source of Meridian: NAD 83 based upon: GPS observation performed by Draper Aden J Associates. Asphalt E Electric Transformer 2.) Vertical datum: NAVD 88 based upon: GPS observation performed by Draper Aden Associates. r 0 3.) This survey was prepared without the benefit of a title commitment or title report and all Building 0 Ground Light easements and encumbrances that might be disclosed in a title search may not be shown. 0— 0 4.) Utilities shown are based upon: —X —X Fence (as rooted) -O- Light Pole SUE Quality Level D, ASCE 38-02 - compiled records only QQz VJ SUE Quality Level C, ASCE 38-02 - visible evidence in conjunction with compiled records. Ir Tree Line O Well X SUE Quality Level B, ASCE 38-02 - field designation of underground utilities performed by Z CL 0U) W z : Miss Utility, Ticket # A410701386 and visible evidence in conjunction with compiled records. 0 0 Guy Wire -� Sign (1 -post) rr SUE Quality Level A, ASCE 38-02 - test pits at locations shown hereon performed by (DAA; U0Q 0 0 �Cm Other) in conjunction with field designation of underground utilities performed by (DAA; Miss O Sewer Clean Out a Sign (2 -post) Utility, Ticket # ; Other), visible evidence and compiled records. ® Wood Post +1561.3 Spot Elevation No SUE was performed or requested for this survey. Utilities shown hereon are based on field observation only. ® Metal Post 0 Deciduous Tree 5.) This topographic survey was completed under the direct and responsible charge of Cheryl A. Stockton from an actual Ground survey made under my supervision; that the imagery and/or ® HVAC Evergreen Tree original data was obtained on May 21, 2014; and that this plat and/or map meets minimum accuracy standards unless otherwise noted. 11 Downspout Shrub 6.) Contour interval: 1. 7.) This survey was prepared for Buck Mountain Episcopal Church. Draper Aden Associates Benchmark Concrete assumes no liability for reuse or modification of this document. . _ 8.) Property lines shown hereon are per the record plat. 9.) Draper Aden Associates provides benchmarks for the construction of the improvements shown on these plans. All other existing elevations are for reference to existing conditions only. Do not use spot elevations, finish floor elevations, elevations on manholes, elevations on survey nails, survey hubs, control points (horizontal points provided) or any other points for construction other than the provided benchmarks. Failure to utilize and verify the provided benchmarks could result in damages and additional cost that are the contractor's responsibility. �I,vTx of r CHERYL A. STOCKTON Lie. No. 2425 05/21 /2014 cy. SUI L M O LU001N iceNN Cif 3 Q N aiu)>4vE ,� �MM U24 0. cc ==o 0 CD ti N M REVISIONS 11/21/14 COUNTY COMMENTS REVISION DESIGNED BY: DRAWN BY: W CAS CHECKED BY: KLC SCALE: 1 " = 10' DATE: OCTOBER 6, 2014 PROJECT NUMBER: C 1 4 117C-01 C1.0 U OC U J Q 0 U V, 0— 0 W W� > zQQ QQz VJ Ir U_ zQ� Z CL 0U) W z : 0 0 rr 0 U0Q 0 0 �Cm REVISIONS 11/21/14 COUNTY COMMENTS REVISION DESIGNED BY: DRAWN BY: W CAS CHECKED BY: KLC SCALE: 1 " = 10' DATE: OCTOBER 6, 2014 PROJECT NUMBER: C 1 4 117C-01 C1.0 E Z DEMOLITION LEGEND 1/ - N Rod 0 24019' - - - 7� (if bund) Rod 'a Nil ..... ..... n vnm NO waxam, ........... ............ gn m 2""0 ANN,!, UNN", P"""'ll §`�;.�01 0_111 NOTE: ALL SANITARY LINES, STRUCTURES AND 7g (Found) a REMOVE TREE(S) E--> THE DRAI 119 0 NFIELD ARE SHOWN APPROXIMATELY np: - PER SKETCHES OBTAINED WITH THE THE VDH LIA KA WALIAC PERMIT APPLICATION AND DOCUMENTS 61Lie. No. 43893 REMOVE VEGETATION WITHIN E S RE V TREE LINE TO TREE PROTECTION 0 -,,LIMITS OF DISTURBANCE, 171� 11N. REMOVE STORM PIPE 'N.c cove bench 01\VTA I ove H TP TP 644 X -xx-xx X REMOVE WALL AND RELOCATE LIGHTS �'Tgg X XX XX X TP SF X SF S from roof REMOVE GRAVEL PAVEMENT t 6' 41 > 6",7"&1rains? gravel 0 path - __7-7 0 Pines SF ilin 534.61 7 4A LIMIT OF GRAVEL REMOVAL 4" Pvc 9 S! 0 z 0 ss" - ------ le E ss ss EL.4 26.15' E .9 .2 M 0 s SS --.... . REMOVE ASPHALT PAVEMENT TP N to son. C.O. LIMIT OF ASPHALT REMOVAL (SAWCUT Garden I0 LINE); COORDINATE WITH VDOT PERMIT X REMOVE/RELOCATE PLAYGROUND ffe:645.59 Area Z I I �> �bpfll I EQUIPMENT (COORDINATE WITH CHURCH) drpet) L 0 REMOVE EXTERIOR CONCRETE STAIRS loe (COORDINATE WITH BUILDING PLANS) 7f 77 REMOVE FENCE TS TP V) 0 V - LU g4) C� DC REMOVE/RELOCATE DOWNSPOUT Mu > E9> (COORDINATE WITH BUILDING PLANS) Lj 6 U) > 4 E Stone Wall in .0 X, X, TO > C5 PS 0 REMOVE/RELOCATE SANITARY LINES V AND STRUCTURES TO THE DRAINFIELD; 48" 0.2 U_ 1 Oak ffe:645.58 e:647.51 El> 90 1 1 4, -0 COORDINATE WITH VDH PERMITS (carpet) (carpet) 0 2 a 0 Inv.=642.75 =6 1.97 X�% C) 3" Triple Dogwoo .7 Tif REMOVE CONCRETE PAD 0 W) 11 REMOVE C 0 VE A Y D &V Tpi ;111 C� X U It X from roof M 12 REMOVE/RELOCATE SIGN drains? r 'NOT" (3 , X ---------- tt' T _y 64f�l 3 NOTES. X TP Z i 1 ALL ITEMS TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND PROPERLY TRANSPORTED TO A I < AN APPROVED OFFSITE DISPOSAL AREA. 1> 2. ALL TREES NOT SHOWN TO BE DEMOLISHED SHALL 5007 12 `T° 11> BE SAVED. 3. TOTAL LIMITS OF DISTURBED AREA NOT TO bird EXCEED 10,000 SF house SF 4. RECOMMEND RELOCATING SANITARY SEWER LINES REMOVE BUSHES. COORDINATE AND TANK FIRST TO PROVIDE AREA FOR POSSIBLE RELOCATION WITH OWNER. 12 STOCKPILE IF NECESSARY _j 5. IF SOIL IS STOCKPILED, AREA SHALL BE WITHIN LIMITS OF DISTURBANCE _j <7 in LIMITS OF DISTURBANCE 0 19 rr Q N Q F 0 <) 4A 9 _4 We'll E-5), 0 e p C7tVJ 9 .01 ops, zyp- curb st 11"),1 0' > LIMITS OF DISTURBANCE 1> W 0 C, % Q Q Uj C/o Z EROSION & SEDIMENT CONTROL LEGEND_ I1<) z' U) Q/ Z) 06 EXISTING GRAVEL PARKING LOT TO BE USED n 0 No. TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE S 3.05 SILT FENCE SFX X 3.20 CHECK DAM CD V 3.30 TOPSOILING TO TO 3.31 TEMPORARY SEEDING TS TS 3.32 PERMANENT SEEDING PS PS 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING MU MU 3.38 TREE PRESERVATION AND PROTECTION TP xx-xx-xx- 3.39 I- DUST CONTROL DC DC Q AS CONSTRUCTION ENTRANCE. IF SEDIMENT Uj -{PIIS TRACKED ONTO THE PUBLIC ROADWAY Q Q DURING CONSTRUCTION, THE EXISTING 0 z GRAVEL SHALL BE REPLACED WITH VDOT #3 C/) STONES UNDERLAIN WITH GEOTEXTILE FABRIC. <)U 0 C) z 643 11 fr (5 raised beds CE -fl11I ",1 0 '\ , 6 1) < q I n' i I - 644 > Q Q <7 <) > 643 z �19 Qi CC - ng hU) 0 0 0 c) C ti LU Q, V 0 1�1 Y, <7 F_ o _j U 0 N < _j 10 <) 7; LLI oC) 0 <) C APPROXIMATE D Ir _j 0 CEMETERY CATION 0 643 d 'rav , ) 9 <I- 0 Q REVISIONS 11/21/14 0 COUNTY COMMENTS REVISION > flower- bed GR HIC SCALE w. Approx. location 10 field located 642 tw= 0 5 20 40 v, 643.60 Ground lig t c. box A', I �, (IN FEET tw= .55• 1 inch= 10ft. 0 0_40 1. n E&S NOTES: TO Stone Waii DESIGNED BY: PS JWS 1. TOTAL LAND DISTURBANCE IS UNDER 10,000 SQUARE FEET. THEREFORE, NO flower ed Inv. 638.9 R CD IGHTOF WAY FORMAL EROSION AND SEDIMENT CONTROL REVIEW IS REQUIRED. 63. 6 DRAWN BY: lnv.=639.02 *40.02 TE 6 ECB NOTES. l CHECKED BY: 2. REFER TO SHEET C4.0 FOR EROSION AND SEDIMENT CONTROL DETAILS AND ------ m DC //7' GWC 3. EROSION MEASURE SHALL BE INSTALLED AS THE FIRST STEP IN LAND 3 _f 2-'r c rn P Mu DISTURBANCE. THEY SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS 6 gavh SCALE: 'be HAVE BEEN PERMANENTLY STABILIZED. get_ 0.56 DATE: +64012-%- - -- ---- 64'� 8 1" 10' 4. THE MINIMUM STANDARDS (MS -19) SHALL BE FOLLOWED AT ALL TIMES. 1.0 MIN. IS OCTOBER 6, 2014 5. ALL DISTURBED AREAS OUTSIDE OF THE HARDSCAPE AREAS SHALL RECEIVE .... . ............ : W 2"-4" OF TOPSOIL AND BE PERMANENTLY SEEDED OR COVERED WITH 3" OF EDGE OF ROAD S61 --Sl 4- PROJECT NUMBER: HARDWOOD LANDSCAPE MULCH. LIMITS OF DISTURBANCE 25.05' f ___ . --- _ j -01 6. ALL CONSTRUCTION TRAFFIC SHALL ENTER THE SITE USING THE APPROVED (9,934 SQUARE FEET TOTAL) /Otl - C' 1 4117C 7 N2638�53"W CONSTRUCTION ENTRANCE. Ty - - - ­­7Z­� - _ N24*20'26"W ---- 3_13-1 EA L�YSVILLE ROAD (S 7. CONSTRUCTION SAFETY FENCE SHALL BE INSTALLED AROUND THE PERIMETER R TATE R TE 74" BENCHMARK: Rod Cap set, <o C2. 0 OF THE SITE. CONTRACTOR TO ESTABLISH EXACT LIMITS IN THE FIELD. ft 30' PFEI,�CRIP �T/ A` 1?�,9, W ✓ Elev.�-638.82' _7 Rod H 0 15" '(Found sycorno r ' f !7� 0a M "I" mam Na" ON I "M Rod re 24019' (Fo un d) S28'14414E 289,0 4.2" 1. . 6, P IM � ON d(ory -k -�T` 4c(ory 9" Pini K 71 4ickory Y1,5�� 6" Go' 3' (total) N" . . . . . . . ......... xl�� P �n m ami P2/ F, 012" "ALIACE SnRE a amg qn, 10" Pin' 0 "-k No. 43893 NOTE: THE DRAINFIELD AND Lie 0 v f H�ck6ry RELOCATE SANITARY LATERAL Ch Y\ 0 8" DISTRIBUTION BOX ARE SHOWN 102" (3) 15" 35' 0 o k f /10"Hickoryf LIMITS OF DISTURBANCE P7res NOTE: EXISTING SANITARY LINES AR APPROXIMATELY PER SKETCHES 18" SHOWN APPROXIMATELY PER SKETCHES OBTAINED WITH THE THE VDH PERMIT OBTAINED WITH THE THE VDH PERMIT Fre T 0 N� 9" Pine coverec APPLICATION AND DOCUMENTS✓ APPLICATION AND DOCUMENTS 10 Hick U ZONAL Pine 7", bench r, Go slgga . mgaglim 20' REAR -SETBACK 644 SS ss C, SS �=s �20' REAR SETBACK I- I % 11111�1� UI I ZT. 0 =rp,� --� I -�-j -0 4. -4-0 0 Y" > F 0 gravel o, path 20.0- 438 0, 60' Z 0 0 4 ------ ---------- 4 . .... CL E E eo 0 'SI X CONCRETE 26.15' STEPS DOWN TO A \ " 'I \ I CH OFFICE AND ADDITION BASEMENT DOOR CLEANOUT AND LATERAL v\\ RELOCATE SEPTIC TANK 0. 0 ,BASEMENT DOOR 6C Do DIRECTLY BELOW Gordon 20' MIN FROM ADDITION FIRST FLOOR DOOR 1A \6 % ffe:645.59 rp--, P'RbPo bEtsiz Y, r TEN CONCRETE STEPS UP TO 27" \4 .2\ Oak FIRST FLOOR HALL ADDITION 4 RETAINING WALL ADJACENT '15 40' -�,�DOOR; REFER TO FF ELEV.- 645.59' TO STEPS; REFER TO ARCHITECTURAL \ I ' \ 10 1� �C,1.2 , \ \ \ PLANS 77-7-- _7/ ARCHITECTURAL PLANS BAS�M�N-�. 635.59' Lr) M Q 411 LU W) Oak 640.35-< 's > CHURCH 6 05 4 E g Mi. .0 > 4' CONCRETE SIDEWALK- ;, i 5 l t i f 12FI, -Icf CHAPEZ APPROXIMATE LOCATION OF COVERED ENTRY 3 k �f'f f �i f , f Z W, Oak REPLACEMENT LARGE SHADE (.0 'Mu um - I I 5 TREE. 2.5" CALIPER WHITE ffe:645.58 e:647.51 (carpet) .2 -.2o 9" 00,1- (carpet) OAK (QUERCUS ALBA). REPLACE GRAVEL PAVEMENT ME Z L) L0 Z -V ADJACENT TO PROPOSED co �F/� WORK AS NEEDED. C�. � .. r. f f ,� � l f � '"'' , 1J r ''",;,,,, . rt(�•.•,, r, ,� ,r,' /' ..v. � p M� .4 A_— 645.20 64505 V, N T A jk V4 .13 12 • .0 PROPOSED DOWNSPOUT 4.0-- %645.00 12" 645.20 J A �5 3 -11, AND SPLASH BLOCK (TYP.) J t ? ,V 6.0 4 644.90 ........... f ...... HANDICAPPED (0 4 4 PARKING SIGNS IE v. 644.90 ...... \"--64 Ile Hsi: and h p Q "go o" 4 G-2 644 011 W 24 S 3.0 24" Stump ...... . ASPHALT PAVEMENT FOR TWO 6' CONCRETE SIDEWALK; NO 0 HANDICAPPED STRIPED LONGER ADA ACCESSIBLE- 6 CONCRETE SIDEWALK; ...... ........... BEYOND COVERED ENTRY. ADA ACCESSIBLE FROM 4 - TO PARKING SPACES 816, Magnolia i . . . . . . I / ), Q -U_ . ...... (9) CONCRETE\ Weil LIMITS OF DISTURBANCE .......... 2% IN ALL DIRECTIONS. • DOOR AT COVERED ENTRY ........ 36 Cak q PARKING SPACES. MAX SLOPE _14 PERMANENT SEEDING > h WHEEL STOPS 12" C rry 6 44.63 0 24" Tree LANDSCAPE ADJACENT TO BUILDING 644.90 Hickory TO BE DETERMINED BY OWNER. OL -k <) 5r -------- ------ curb stops, typ� 0 0 Gravel REPLACE WOOD CURBING < Z <7 M (7E f ADJACENT TO GRAVEL PARKING > F_ ILLI _j J f Q Q U) ,, v f `-r rl v ,J 0 • <)rr o 12" Ch rryfy _j 78.0 Pine Q ("D 0.0 0 Q. V1 <) _j LU 30" <7 ::D Z <Q 10 <7 9 V o i,n < Z 643 <7 ZA .0 0 LIMITS OF DISTURBANCE (9934 SF) 4�7 Q, raised beds J, Z (7 644 j County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plam V Q (Handbook, pp 111-284-111-297 for complete specifications) VV <) Z :D 0 0% 0 2- W 643 q 1. he lowing item shad bush on the Z ss plan: Trees to be saved; Q Limits of clearing (outside deplane of trees to be saved); \A v j 0 Location and type of protective fencing; jr U ') -, ii < 0 Grade changes requiringiftee wells orwalls�Gti C) 411J Proposed trenching or tunneling beyond the limits of clearing. .9, g ILLI _j <) 7 2' 42" lit ml es to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. lus A No grading shall begin until the tree marking has been inspected and approved by a County Inspector. INSTALL GRAVEL PAVEMENT AT 0 Hickory < 9 00 3. Pre -Construction Conferee e: CONNECTION TO NEW ENTRANCE 6.3 A Uj .g., �,) LU �a Tree preservation and protection nicasms shall be reviewed with the contractor on site. APPROXIMATE I _ co \7 OCATI ON OF- 643 4. i 19,0 < Epu pment Operation and Stora Q Q I? Heavy cquipmvit, vehicular traffic and storage of construction materials including soil shall not be permitted within The driplitics; of trees CEMETERY cvel to be saved. E Lf C) 5. Soil Erosion and Stormwater Detentionp Ages: REVISIONS _W RECONSTRUCT COLUMN Such devices shall not adversely affect trees to be saved. 9_ TO MATCH EXISTING 11/21/14 42 6. Fires: ') TZ T saved, . . . . . . 0 Oak COUNTY COMMENTS REVISION ires are not permitted within 100 feet of the dripline of trees to be • 7* Is. 1 v 7 5 25' FRONT SETBACK loxic Nlateria Toxic Inaterials shall not be stored within 100 feet of thedripline of trams to be saved; .. . . . . . 24 57 Protective Fenchur- -ncing� -24" _9T,Treies to be retained within 40 feet of a proposed building or grading activity shall: be protected by fe 3o, 0, flower bed Pru 642 Nk Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. N 6' T OR rce 9. Tree)yAls: G 1 _ When the ground level must be raised within the dripline of a tree to be saved, a tree w d shall be provided und a construction detail submitted for approval, 10. Tree Walls: --7/ A_WZen the. ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail E o submitted for approval. 38" Oak -R-25.b"' Z Rod 11. 'trenching and Tunneling- R_2,5.0- ........ 1. . . . . . (Found) U When trenching is required within the limits of clearing, it, shall be done as far away from the trunks of trees as possible. Tunneling Stolle Wail DESIGNED BY: under a large. tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 3M -11 L --- 0 rte_ JWS 12* 51 ' - DRAWN BY: ::� j 6 73 onbe-the63 .53 �Protecfivc fencing shall last items Temovedduring the final cleanup. EC13 13. Da -ees, 2.0 -6-: L mged Tg 000410 - - _ 01 tree specialist, CHECKED BY: U) Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a -LIMITS I I'S 9F RSTURBANCE 639.75'. X, GWC T IS DEVELOPER' S R ONSiBiLt 40� _640.25'�'�*.'�..'�,' ......... . NOTE-. I TY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION + 1.0 . . . . . . SCALE: REQUIREMENTS. PrI 64 8 56 7 1"=10' +640.79, ci 8.0 DATE: < . ...... .... . GRAPHIC SCAL� A tWNER $tPNAT I �, - -------- 6 4.5 @ ROW OCTOBER 6, 2014 0 1—, 10 5 10 20 40 W 9 6PI5641Q�P IS61-5,311 t" PROJECT NUMBER 8.0 0 36" Cok _o7 93.3 2505' CONTRACT PURCHASER SIGNATURE -01 C 14117C (DATE) 0 $11/06 Page I of 1 2' WIDE CONCRETE V -DITCH 53"W 0'26"W TO CONVEY RUNOFF AC Skone EARLYSVILLE ROAD ROSS VDOT CG -9D ASPHALT 3C,, 1,R,,- - C3.0 Srq,1R,7, ENTRANCE. 4" DEEP BENCHVIARK� Rod Cap set. 1 inch= 10ft. 47 ­ COMMERCIAL ENTRANCE Elev,=638.82' 3 O E O ROBERT H & LO/5' G FLEMING I SEWAMIAI W & DE80RAH A JOHN d HAgERT N & JANE 5 D8 511-JJ9 MCGEHEF HA8ZRT L98 491-J, PLAT D8 940-436 D8 4180-289 TY .31A -OA -8 DS 491-.3, FLAT DO 491-J, PLAT 77W 3IA-OA-7 TY 3IA-OA-6 covered bench Rod F2 RO S281 4'43' 289.0 (to U.1 Und) 0 44 V SS r n 0 /ffe:645.59 '43 /(carpet) X� ro L - - — ----- P6 \0 V, V , x 10 CFFIGF ffe: 647.51 6Y -1A. PLZ . '(carpet) Lo VA j" .4 .1 4. Ui THOMAS INTERSECTION SITE DISTANCES bir' n_ - , ,9UCK MOUNTAIN A_ FfFf-RY C. -PISCOPAZ CHURCH . ..... T. ROAD: 2 LANE MAJOR 98 2566-256 °D8-5)Nell , PLAT 125 0 0 31-34 d_ 0SPEED LIMIT: 35 MPH D9 1567-57 PZA T 0�1 Jb ch -SDR: 390 Ty jl_j5 11 , I . 41' A5' SDL �b �41 LJ IN A 0; -4� D e'd s o 7 639, APPROXIMATE°tr --l_OCA'nON OF __643") 40 )640 (7) CEMETERY DRIVER LOCATION; 14.5" t "'N FROM EDGE OF ROAD'. covered _641" If ''I \ - — 642�k,� �� s t""�s.� . 4 } �"..-�7 ,, _,� ,f, •�. .,.,.,_fir...- � .::: .; .�'��1 '- benc- SIGHT DISTANCE RIGHT (SDR) 642-1 Rod Found) Stoi m=643,55 6 0.43 4- SIGHT DISTANCE LEFT (SDQ 4 ploque ,j A, 61'53'14 W N -k+ 2ai2m6ilw__71/1 1-1 6 -+-DCL 64.72 7"5' 31' 7 3-5r 41 0 4 8! gy --------- _\_j +88 7 N 20- . ..... . ... 4 4 390 LINEAR FEET ALONG N x I& W BENCHMARK: Ro011 & t. /4/, 3 tA lk6o 171 ­­ - - �., - � -1"", , Cap seBOUND LANE CENTERLINE Sev.=76_8.82R,? V t" romp ......... 0 D 11Z 840 LINEAR FEET 785 LINEAR FEET -ovel drive O� Gi TO RIDGEMONT A —TO ST. FRANCIS AVE. INTERSECTION RD. INTERSECTION 72 ;N 7C HM'',RK: Marked "X" or, end of wall. E""Iev.=62'15,19' 4— GRAPHIC SCALE 390 LINEAR FEET ALONG SE BOUND LANE CENTERLINE 30 0 15 30 60 120 (IN FEET) 50' m 1 inch= 30ft. � res--npitive aseent AJH OT, P ;LUIA WALLAAC SKARE .0 UA IWA EX��' �P_ C) Lie. No. 43893 0 0 to L �QNAL 0 0 z 0 2 - E cL,4 X200 E m z, .9 .2 0 0 O (g) C > Seq Off U) qr E 0 > lum, UT -q 00 .2 me m t- c:l 1 9 to C5 U 01M LL] _j F T C) 0 0- -17 0 0 z < z < < a- a- 0 LU C) C) C/) z z < 0. 0 I— W W F) 2—l" C) < W <r-) z F- F. < o Cl) z n 0 LLJ 0 U) Z D : 0 U '50c) LU BMJ LU W Ir 0 < W rr w �E In z n <, REVISIONS 11/21/14 COUNTY COMMENTS REVISION DESIGNED BY: Jws DRAWN BY: ECB CHECKED BY: GWC SCALE: 1"=30' DATE: OCTOBER 6, 2014 PROJECT NUMBER: C14117C-01 C3.1 1. SET THE STAKES. 6'MAX. FLOW c 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 3'MAX. rFLOW ili"s� r B POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE INSTALLATION DETAILS C4.0 NOT TO SCALE TEMPORARY SEEDING TS TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES SEPT. 1 -FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 -APR. 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) MAY 1 -AUG. 31 GERMAN MILLET (SETARIA ITALICA) TEMPORARY SEEDING C .0 C4.0 NOT TO SCALE RATE (LBS./ACRE) 50-100 60-100 50-100 NOTES: 1. RETAIN A COPY OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION ON SITE AT ALL TIMES. 2. ADHERE TO THE STANDARDS LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. MAINTENANCE: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AT LEAST EVERY TWO WEEKS AND/OR AFTER EACH SIGNIFICANT RAINFALL. DURING CONSTRUCTION, THE CONTRACTOR'S DESIGNATED RESPONSIBLE LAND DISTURBER WILL BE RESPONSIBLE FOR INSPECTIONS AND REPAIRS TO DAMAGED EROSION & SEDIMENT CONTROL MEASURES. %�I� 6" 0? 3 FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE 3' FLOW .` - �! 2 ACRES OR LESS OF DRAINAGE AREA 3.20 ROCK CHECK DAM DETAIL C .0 C4.0 NOT TO SCALE PERMANENT SEEDING PS TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA MINIMUM CARE LAWN TOTAL LBS. PER ACRE -COMMERCIAL OR RESIDENTIAL 175-200 LBS. -KENTUCKY 31 OR TURF -TYPE TALL FESCUE 95-100 LBS. -IMPROVED PERENNIAL RYEGRASS 0-5% -KENTUCKY BLUEGRASS 0-5% HIGH -MAINTENANCE LAWN 200-250 LBS. -KENTUCKY 31 OR TURF -TYPE TALL FESCUE 100% GENERAL SLOPE (3:1 OR LESS) -KENTUCKY 31 FESCUE 128 LBS. -RED TOP GRASS 2 LBS. -SEASONAL NURSE CROP *20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) -KENTUCKY 31 FESCUE 108 LBS. -RED TOP GRASS 2 LBS. -SEASONAL NURSE CROP *20 LBS. -CROWN VETCH **20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWN VETCH EAST OF FARMVILLE, VA. (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS USE UNHULLED SERICEA.) IF FLATPEA IS USED IN LIEU OF CROWN VETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. r3.32 PERMANENT SEEDING (PIEDMONT VIRGINIA) C �oc.0 NOT TO SCALE TOPSOILING To FIELD EXPLORATION OF THE SITE SHALL BE MADE TO DETERMINE IF THERE IS SUFFICIENT SURFACE SOIL OF GOOD QUALITY TO JUSTIFY STRIPPING. TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SANDY CLAY LOAM, CLAY LOAM). IT SHALL BE FREE OF DEBRIS, TRASH, STUMPS, ROCKS, ROOTS, AND NOXIOUS WEEDS, AND SHALL GIVE EVIDENCE OF BEING ABLE TO SUPPORT HEALTHY VEGETATION. IT SHALL CONTAIN NO SUBSTANCE THAT IS POTENTIALLY TOXIC TO PLANT GROWTH. ALL TOPSOIL SHALL BE TESTED BY A RECOGNIZED LABORATORY FOR THE FOLLOWING CRITERIA: • ORGANIC MATTER CONTENT SHALL BE NOT LESS THAN 1.5% BY WEIGHT. • PH RANGE SHALL BE FROM 6.0-7.5. IF PH IS LESS THAN 6.0, LIME SHALL BE ADDED IN ACCORDANCE WITH SOIL TEST RESULTS OR IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE VEGETATIVE ESTABLISHMENT PRACTICE BEING USED. • SOLUBLE SALTS SHALL NOT EXCEED 500 PPM. IF ADDITIONAL OFF-SITE TOPSOIL IS NEEDED, IT MUST MEET THE STANDARDS STATED ABOVE. STRIPPING: TOPSOIL OPERATIONS SHOULD NOT BE PERFORMED WHEN THE SOIL IS WET OR FROZEN. STRIPPING SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. A 4 -TO 6 -INCH STRIPPING DEPTH IS COMMON, BUT DEPTH MAY VARY DEPENDING ON THE PARTICULAR SOIL. ALL PERIMETER DIKES, BASINS, AND OTHER SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO STRIPPING. STOCKPILING: TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN ACCORDANCE WITH MS #2. SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2:1. PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. & SPEC. 3.31, TEMPORARY SEEDING IF IT IS TO REMAIN DORMANT FOR LONGER THAN 30 DAYS (REFER TO MS #1 AND MS #2). LIMING: WHERE THE PH OF THE SUBSOIL IS 6.0 OR LESS, OR THE SOIL IS COMPOSED OF HEAVY CLAYS, AGRICULTURAL LIMESTONE SHALL BE SPREAD IN ACCORDANCE WITH THE SOIL TEST OR THE VEGETATIVE ESTABLISHMENT PRACTICE BEING USED. BONDING: AFTER THE AREAS TO BE TOPSOILED HAVE BEEN BROUGHT TO GRADE, AND IMMEDIATELY PRIOR TO DUMPING AND SPREADING THE TOPSOIL, THE SUBGRADE SHALL BE LOOSENED BY DISCING OR SCARIFYING TO A DEPTH OF AT LEAST 2 INCHES TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL. APPLYING TOPSOIL: TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN TOPSOIL OR SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM COMPACTED DEPTH OF 2 INCHES ON 3:1 OR STEEPER SLOPES AND 4 INCHES ON FLATTER SLOPES. ANY IRREGULARITIES IN THE SURFACE, RESULTING FROM TOPSOILING OR OTHER OPERATIONS, SHALL BE CORRECTED IN ORDER TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER POCKETS. IT IS NECESSARY TO COMPACT THE TOPSOIL ENOUGH TO ENSURE GOOD CONTACT WITH THE UNDERLYING SOIL AND TO OBTAIN A LEVEL SEEDBED FOR THE ESTABLISHMENT OF HIGH MAINTENANCE TURF. HOWEVER, UNDUE COMPACTION IS TO BE AVOIDED AS IT INCREASES RUNOFF VELOCITY AND VOLUME, AND DETERS SEED GERMINATION. SPECIAL CONSIDERATION SHOULD BE GIVEN TO THE TYPES OF EQUIPMENT USED TO PLACE TOPSOIL IN AREAS TO RECEIVE FINE TURF. AVOID UNNECESSARY COMPACTION BY HEAVY MACHINERY WHENEVER POSSIBLE. 3.30 TOPSOILING C2.0 C '0 NOT TO SCALE 8 POSTS (TYPICAL) Lpi PLASTIC TIES (BLACK, 6" LONG") `� I\ FIBERGLASS "T" POST OR STEEL POST 1 1/8" Ile On 1 1/4" 12"-0" 0000000000000 0000000000000 0000000000000 0000000000000 000000U000000 4'-0" PLASTIC OOOOOm(DO00000 000000000000 PROTECTIVE FENCE FIBERGLASS D000000000800c 0000000000 OO "T" POST 6'-6" 00000000000O o000000000o PROTECTIVE PLASTIC FENCING COLOR: INTERNATIONAL ORANGE ROLL SIZE: 4' X 164' MESH OPENING: 1 3/4" x 2 3/4" WEIGHT: 32 LBS./ROLL r3.38'\TREE PROTECTION DETAIL — PLASTIC FENCING C!? .Doc.0 NOT TO SCALE XTH OF t LIA'IWALLACE SKARE y Lie. No. 43893 0 11/Z1/1�f ON L A 1 U Ir D 1 _j U Q W Q 0 CL J 0 O U U) z z - 0 0.0 U W - z z0Q CW < 0 z Wde -0-0,0 OWz U O z ACU 0 � U U0< O Ir m W mom¢ REVISIONS 11/21/14 COUNTY COMMENTS REVISION DESIGNED BY: JWS DRAWN BY: ECB CHECKED BY: GWC SCALE: 1" = 10' DATE: OCTOBER 6, 2014 PROJECT NUMBER: C 1 4 117C-01 0 i] 2" MIN. BITUMINOUS SURFACE COURSE, SM -9.5A MIN. 6" VDOT 21B SUB BASE 12" MIN. COMPACTED STRUCTURAL FILL SUBBASE (MINIMUM LAB CBR VALUE OF 6) 1 ASPHALT PAVEMENT SECTION C .0 C4.1 NOT TO SCALE '--MIN. 8" VDOT 21B 12" MIN. COMPACTED STRUCTURAL FILL SUBBASE (MINIMUM LAB CBR VALUE OF 6) GRAVEL PAVEMENT SECTION NOT TO SCALE SEE PLAN 4" A3 CONCRETE SIDEWALK 6"x6"-W1.4xW1.4 WWF - \ FINISH GRADE NOTES: 1. TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT 30'-0" o.c. (MAX.) AND BETWEEN THE BACK OF CURB AND SIDEWALK. 2. TRANSVERSE CONTROL JOINTS SHALL BE PLACED AT 5'-0" o.c. BETWEEN EXPANSION JOINTS. TYPICAL SIDEWALK DETAIL C4.1 NOT TO SCALE TYPICAL HANDICAPPED PARKING SYMBOL DETAIL C ;1 NOT TO SCALE FINISHED GRADE THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE IS TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. 3 )1 STANDARD CG -2 CURB C3.0 C4.1 NOT TO SCALE 6" WIDE YELLOW STRIPE OF CURB 99 WIDE WHITE TRIPE (TYPICAL) SEE PLAN STRIPING PATTERN FOR SINGLE PARKING STALL 45' ACCESSIBLE SIGN o (TYPICAL) I 00 PRECAST CONCRETE WHEEL STOP 1 4" WIDE WHITE STRIPE (TYPICAL) 8'-0" REQUIRED FOR kN ACCESSIBLE SPACE TYPICAL ACCESSIBLE PARKING SPACES PAVEMENT MARKING DETAILS C4;1 NOT TO SCALE LIGHT 6" 4000 PSI PORTLAND CEMENT BROOM CONCRETE SLAB ON GRADE REINFORCED „ FINISH WITH #4 REBAR 12" O.C. (EACH WAY) 6I Ln 6�}�`0.'\)C�� n^�}tJ {�,y,,�` •�tJk �.�� `'' 011 il13 �! filI1 -lll-- Ilf SII lil I I-=I L!=E1 6" GRANULAR BASE COURSE HAVING LESS THAN 5% BY WEIGHT PASSING NO. 200 SIEVE (2) #5 CONT. COMPACTED SUBGRADE. SEE NOTE 3. NOTES: 1. PLACE CONTRACTION JOINTS AT 15' O.C. 2. GRANULAR BASE COURSE SHALL BE COMPACTED TO AT LEAST 95% MAXIMUM DRY DENSITY AS MEASURED BY THE MODIFIED PROCTOR TEST (ASTM STANDARD D1557). 3. ALL SUBGRADE AREAS SHALL BE EVALUATED PRIOR TO STONE PLACEMENT. ANY AREAS WHICH DEFLECT OR RUT DURING PROOF ROLLING MUST BE REPAIRED. L4 CONCRETE DRIVE DETAIL C3.0C .1 NOT TO SCALE DETECTABLE 3" TOPSOIL WARNING TAPE \ /- COMPACTED BACKFILL BEDDING EXTENDS UP TO THIS POINT. #12 COVERED INSULATED TRACING WIRE WITH URD TO BE INSTALLED WITH ALL PVC WATER PIPE, FROM TOP OF VALVE BOX TO CONNECTION AT THE BUILDING. NOT LESS THAN 6" NOR MORE THAN 12" (TYP.) COMPACTED V.D.O.T. #25 OR #26 - AGGREGATE BEDDING. (VDOT #57 IN AREAS OF HIGH GROUNDWATER) ANY OVER EXCAVATION SHALL BE REPLACED WITH BEDDING MATERIAL & COMPACTED TO - 95% STANDARD PROCTOR ............................ 36" MIN. COVER NOTES: 1. BEDDING FOR A WIDTH OF 1/3 OD UNDER CENTER OF PIPE MAY BE LOOSELY PLACED. 2. ALL OTHER BEDDING MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO AT LEAST 95% STANDARD PROCTOR. WORK IN AND TAMP THE HAUNCHING MATERIAL IN THE AREA BETWEEN THE BEDDING AND UNDERSIDE OF PIPE. 3. BACKFILL (OUTSIDE OF PAVEMENT AREAS) SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 90% STANDARD PROCTOR. 4. REFER TO SPECIFICATION FOR ADDITIONAL BACKFILL COMPACTION REQUIREMENTS. 5. DO NOT PERMIT COMPACTION EQUIPMENT TO CONTACT PIPE. REMOVE ANY DAMAGED PIPE SECTIONS BEFORE PROCEEDING. SEWER TRENCH EMBEDMENT Ck.O C4.1 NOT TO SCALE OF A U LIA WALLACE SKARE Lie. No. 43893' �cS'S ZONAL U U ^Q 0. O U U)z U)o— O W— Q � z0Q W z 0 < (5 zz o :o 5 > I- WI--- U ��� � 5CE Oo W rrJ cf) UO< z DIr W O m U m�Q REVISIONS 11/21/14 COUNTY COMMENTS REVISION DESIGNED BY: JWS DRAWN BY: ECB CHECKED BY: GWC SCALE: 1"=10' DATE: OCTOBER 6, 2014 PROJECT NUMBER: C1 4117C-01 2 R20p COORDINATE SLOPE WITH SITE GRADING PLAN `j 6,,, ` Bff SURFACE BASE SUBBASE THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. 3 )1 STANDARD CG -2 CURB C3.0 C4.1 NOT TO SCALE 6" WIDE YELLOW STRIPE OF CURB 99 WIDE WHITE TRIPE (TYPICAL) SEE PLAN STRIPING PATTERN FOR SINGLE PARKING STALL 45' ACCESSIBLE SIGN o (TYPICAL) I 00 PRECAST CONCRETE WHEEL STOP 1 4" WIDE WHITE STRIPE (TYPICAL) 8'-0" REQUIRED FOR kN ACCESSIBLE SPACE TYPICAL ACCESSIBLE PARKING SPACES PAVEMENT MARKING DETAILS C4;1 NOT TO SCALE LIGHT 6" 4000 PSI PORTLAND CEMENT BROOM CONCRETE SLAB ON GRADE REINFORCED „ FINISH WITH #4 REBAR 12" O.C. (EACH WAY) 6I Ln 6�}�`0.'\)C�� n^�}tJ {�,y,,�` •�tJk �.�� `'' 011 il13 �! filI1 -lll-- Ilf SII lil I I-=I L!=E1 6" GRANULAR BASE COURSE HAVING LESS THAN 5% BY WEIGHT PASSING NO. 200 SIEVE (2) #5 CONT. COMPACTED SUBGRADE. SEE NOTE 3. NOTES: 1. PLACE CONTRACTION JOINTS AT 15' O.C. 2. GRANULAR BASE COURSE SHALL BE COMPACTED TO AT LEAST 95% MAXIMUM DRY DENSITY AS MEASURED BY THE MODIFIED PROCTOR TEST (ASTM STANDARD D1557). 3. ALL SUBGRADE AREAS SHALL BE EVALUATED PRIOR TO STONE PLACEMENT. ANY AREAS WHICH DEFLECT OR RUT DURING PROOF ROLLING MUST BE REPAIRED. L4 CONCRETE DRIVE DETAIL C3.0C .1 NOT TO SCALE DETECTABLE 3" TOPSOIL WARNING TAPE \ /- COMPACTED BACKFILL BEDDING EXTENDS UP TO THIS POINT. #12 COVERED INSULATED TRACING WIRE WITH URD TO BE INSTALLED WITH ALL PVC WATER PIPE, FROM TOP OF VALVE BOX TO CONNECTION AT THE BUILDING. NOT LESS THAN 6" NOR MORE THAN 12" (TYP.) COMPACTED V.D.O.T. #25 OR #26 - AGGREGATE BEDDING. (VDOT #57 IN AREAS OF HIGH GROUNDWATER) ANY OVER EXCAVATION SHALL BE REPLACED WITH BEDDING MATERIAL & COMPACTED TO - 95% STANDARD PROCTOR ............................ 36" MIN. COVER NOTES: 1. BEDDING FOR A WIDTH OF 1/3 OD UNDER CENTER OF PIPE MAY BE LOOSELY PLACED. 2. ALL OTHER BEDDING MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO AT LEAST 95% STANDARD PROCTOR. WORK IN AND TAMP THE HAUNCHING MATERIAL IN THE AREA BETWEEN THE BEDDING AND UNDERSIDE OF PIPE. 3. BACKFILL (OUTSIDE OF PAVEMENT AREAS) SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 90% STANDARD PROCTOR. 4. REFER TO SPECIFICATION FOR ADDITIONAL BACKFILL COMPACTION REQUIREMENTS. 5. DO NOT PERMIT COMPACTION EQUIPMENT TO CONTACT PIPE. REMOVE ANY DAMAGED PIPE SECTIONS BEFORE PROCEEDING. SEWER TRENCH EMBEDMENT Ck.O C4.1 NOT TO SCALE OF A U LIA WALLACE SKARE Lie. No. 43893' �cS'S ZONAL U U ^Q 0. O U U)z U)o— O W— Q � z0Q W z 0 < (5 zz o :o 5 > I- WI--- U ��� � 5CE Oo W rrJ cf) UO< z DIr W O m U m�Q REVISIONS 11/21/14 COUNTY COMMENTS REVISION DESIGNED BY: JWS DRAWN BY: ECB CHECKED BY: GWC SCALE: 1"=10' DATE: OCTOBER 6, 2014 PROJECT NUMBER: C1 4117C-01