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HomeMy WebLinkAboutSDP201300040 Plan - Approved 2013-06-25L 3 PLAN NOTES 24 4 ALBEMARLE COUNTY, VIRGINIA Jul mI lo ;s "Jr- )1 ! TERRA ENGINEERING URN LAND SOLUTIONS, PC CIVIL ENGINEERS PLANNERS LAND SURVEYORS 2374 STUARTS DRAFT HIGHWAY STUNTS DRAFT, VIRGINIA 22902 PIS. 540 -337 -4591 FAX 540- 337 -5291 DANE: 10-31 -2012 GENERAL SURVEY & TOPOGRAPHY 1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 1. TOPOGRAPHIC SURVEY PREPARED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC, CHARLOTTESVILLE, (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. VIRGINIA, JANUARY 15, 2008 WITH A SUPPLEMENTAL SURVEY PERFORMED JUNE 26, 2012. SITE FEATURES 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 'INSPECTIONS, BONDS STANDARDS OF VDOT UNLESS OTHERWISE NOTED. VISUALLY VERIFIED WITHIN LAST YEAR. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 2. SURVEY DATUM: VERTICAL NAVD '88 3. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE 3. BASIS OF BEARINGS: VASP GRID NORTH, VA SOUTH ZONE, NAD'83. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL 4. NO TITLE REPORT FURNISHED. OTHER EASEMENTS, ETC. MAY AFFECT PROPERTY. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR 5. BOUNDARY LINES AND PARCEL AREAS SHOWN ARE BASED ON CORNERS FOUND AND PLAT OF RECORD IN IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DB 383, PG 495. 4. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE 6. PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION 'X' BY THE FEDERAL EMERGENCY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE, ENGINEER. CONSTRUCTION INDUSTRY (29 CFR PART 1926). MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP. NO. 51003CO260D, WITH AN EFFECTIVE DATE 5. THIS PLAN DOES NOT GUARANTEE THE _EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR �.:. OF FEBRUARY 4, 2005, FOR COMMUNITY NO. 510006, IN ALBEMARLE COUNTY, VIRGINIA, WHICH IS THE CURRENT 1. PLAN IS SUBJECT TO REVIEW AND APPROVAL BY HEALTH DEPARTMENT. TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, 2. WORK SHALL BE SUBJECT TO INSPECTION BY COUNTY OF ALBEMARLE INSPECTORS. THE CONTRACTOR WILL FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS LOCATED. BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. OR THE NON - EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY TO BE SAVED SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE (CONTRACTOR NOTIFYING "MISS UTILITY" (1- 800 -552- 7001). CONDITIONS OF SPECIAL USE PERMIT SP20100010 6. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES 1. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN TITLED "SPECIAL USE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMIT'IVY CREEK UNITED METHODIST CHURCH OVERALL LAYOUT AND GRADING "' PREPARED BY TERRA REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS ENGINEERING AND LAND SOLUTIONS, PC AND DATED (LAST REVISED) FEBRUARY 3, 2011 (HEREAFTER LANDSCAPE: DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. REQUIRED: "CONCEPTUAL PLAN "), AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN, DEVELOPMENT AND USE SHALL REFLECT THE IMPERVIOUS COVER: CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY O'= ALL PERSONS MAXIMUM: FOLLOWING MAJOR ELEMENTS WITHIN THE DEVELOPMENT ESSENTIAL TO THE DESIGN OF THE DEVELOPMENT, PARKING & VEHICLE AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CIRCULATION: AS SHOWN ON THE CONCEPTUAL PLAN WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE * LIMITS OF DISTURBANCE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE * LOCATION OF BUILDINGS AND STRUCTURES PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE * LOCATION OF PARKING AREAS, EXCEPT THAT THE PARKING AREA MAY BE MODIFIED TO ALLOW FOR OF THE OWNER OR THE ENGINEER ". THE PRESERVATION OF LARGE TREES 8. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE * PERMANENTLY CLOSING DRIVEWAY CLOSEST TO CEMETERY RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO MINOR MODIFICATIONS TO THE PLAN, WHICH DO NOT CONFLICT WITH THE ELEMENTS ABOVE, MAY BE MADE TO COST TO THE OWNER. ENSURE COMPLIANCE WITH THE ZONING ORDINANCE; 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY 2. THE AREA OF ASSEMBLY SHALL BE LIMITED TO A MAXIMUM ONE THOUSAND, SIX HUNDRED (1,600) SQUARE SHALL BE REPAIRED, REGRADED, AND RESEEDED. FEET; 10. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS 3. ALL OUTDOOR LIGHTING SHALL BE ONLY FULL CUT.-OFF FIXTURES AND SHIELDED TO REFLECT LIGHT AWAY NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES FROM ALL ABUTTING PROPERTIES. A LIGHTING PLAN LIMITING LIGHT LEVELS AT ALL PROPERTY LINES TO NO WILL BE ACCOMMODATED AT THE SITE. GREATER THAN 0.3 FOOT CANDLES SHALL BE SUBMITTED TO THE ZONING ADMINISTRATOR OR THEIR 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER DESIGNEE FOR APPROVAL; WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED 4. REMOVAL OF TREES SHALL BE LIMITED TO THE TREES DESIGNATED FOR REMOVAL, AS SHOWN ON THE NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY CONCEPTUAL PLAN, AND THE MINIMUM NUMBER OF TREES MAY BE REQUIRED TO BE REMOVED BY THE HEALTH DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. DEPARTMENT FOR THE SEPTIC SYSTEM. TREE PROTECTION MEASURES FOR REMAINING TREES WITHIN THE 12. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL. CLEAR AND GRADE AS CONSTRUCTION AREA INCLUDING THE ALLEY, PARKING; FELLOWSHIP HALL BUILDING SHALL BE REQUIRED ON NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. THE EROSION AND SEDIMENT CONTROL PLAN IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT 13. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. CONTROL HANDBOOK. THE TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. DISTURBING ACTIVITY; 14. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. THE 5. APPROVAL OF A SITE PLAN OR SITE PLAN WAIVER SHALL BE REQUIRED; PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARDS SBA. 6. APPROVAL FROM THE HEALTH DEPARTMENT FOR THE SEPTIC SYSTEM AND WELL SHALL BE REQUIRED PRIOR 15. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13' -6 ". TO APPROVAL OF AN ISSUANCE OF A BUILDING PERMIT; 16. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 75,000 lbs. 7. CONSTRUCTION OF THE NEW BUILDING, AS IDENTIFIED ON THE CONCEPTUAL SITE PLAN, SHALL COMMENCE ON OR BEFORE MAY 11, 2016, OR THIS SPECIAL USE PERMIT SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED HEREUNDER SHALL BE THEREUPON TERMINATED; AND STANDARD S A»D S�'r".'CIFICATIONS 8. THERE SHALL BE NO DAY CARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT APPROVAL OF A SEPARATE SPECIAL USE PERMIT. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. REVISIONS 1. 06 -17 -2013 PER AGENCY COMMENTS DATED 03 -07 -13 2. 08 -07 -2013 AGENCY COMMENTS A JU _01DOVAL'S DEPARTMENT OF COMMUNITY DEVELOPMENT 4 Iq-1.3 P NER j DATE ux 0 IVI T_ ENGINEER DATE INS- 6 PECTIONS DATE DEP TMENT OF FIRE RESCUE DATE mrz, A40C 1 1 /17 /3 VIR( IA DOT DATE H ALTH DEPARTMENT DATE VICINITY MA1JIUD = 2000' SITE 0 Q Q 'V ,zl REAS FORD ROAD OOOI to STATE ROUTE 660 S'T,9r ��pcS Q F 'QO >- x qp c 29 r` O� �0P PR ® IE T DATA: PROJECT NAME: ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES TAX MAP / PARCEL NO: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO EXISTING ZONING: ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PROPOSED ZONING: (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ZONING SURROUNDING LOTS: ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. WAIVER/VARIANCES/ PROFFERS: 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND SANITARY SEWER LINE (EX. / PROP.) STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CLEANOUT 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED MANHOLE EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER STORM LINE (EX. / PROP.) CONSTRUCTION. DROP INLET / CURB DROP INLET 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAGISTERIAL DISTRICT: 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER WATERSHED: SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. GAS LINE (EX. / PROP.) 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE PROPERTY SIZE: ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY OVERHEAD ELECTRIC (EX. / PROP.) IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PROPERTY ADDRESS: 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL UTILITY POLE DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. NEIGHBORHOOD: 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE, PROJECT BREAKDOWN: CONSTRUCTION INDUSTRY (29 CFR PART 1926). CURRENT USE: WATER AND SEWER TRANSFORMER �.:. PROPOSED USE: 1. PLAN IS SUBJECT TO REVIEW AND APPROVAL BY HEALTH DEPARTMENT. UNDERGROUND COMMUNICATIONS 2. WORK SHALL BE SUBJECT TO INSPECTION BY COUNTY OF ALBEMARLE INSPECTORS. THE CONTRACTOR WILL PARKING: BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. REQUIRED: 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY TO BE SAVED SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE (CONTRACTOR PROVIDED: SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 4. ALL WATER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER ITE TRIP GENERATION THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE SPRINKLER LINES, SERVICE LATERALS AND WATER LINES, ETC. 5. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 6. VALVES AT THE END OF PIPE RUNS SHALL BE RODDED TO PROVIDE ADEQUATE JOINT INTEGRITY AND STABILITY. LANDSCAPE: 7. WATER LINES MUST MAINTAIN A 5' HORIZONTAL SEPARATION FROM SANITARY SEWER LINES. REQUIRED: 8. WATER LINES CROSSING SANITARY SEWER LINES MUST MAINTAIN A MINIMUM OF 18 BETVWEEN BOTTOM OF PROVIDED: WATER LINE AND TOP OF SEWER. ALL WATER LINES THAT CROSS STORM DRAIN PIPE, MUE;T MAINTAIN 12° VERTICAL SEPARATION. IMPERVIOUS COVER: 9. ALL WATER LINE MATERIAL TO BE AS SPECIFIED ON PLANS. MAXIMUM: PARKING & VEHICLE CIRCULATION: W WATER LINE (EX. / PROP.) WV (9 WM O WATER VALVE / METER FHA FIRE HYDRANT YH ( YARD HYDRANT BOA 0 BLOW -OFF ASSEMBLY S SANITARY SEWER LINE (EX. / PROP.) COO CLEANOUT MH MANHOLE _ -m===- STORM LINE (EX. / PROP.) DI / CDI r0 DROP INLET / CURB DROP INLET YD ® YARD DRAIN DSO DOWNSPOUT -G - GAS LINE (EX. / PROP.) GVO GM O GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) UPzr UTILITY POLE LP � HDPE LIGHT POLE GUY or' GUY WIRE EM o ELECTRIC METER ❑T TRANSFORMER OHT OVERHEAD COMMUNICATIONS - UGT- -- UNDERGROUND COMMUNICATIONS PED 0 UTILITY PEDESTAL FES FLARED END SECTION TBS TO BE SAVED // TBR TO BE REMOVED BUILDING HEIGHT: MAXIMUM: PROPOSED: SETBACKS AND YARDS: FRONT: SIDE: REAR: DEVELOPER: IVY CREEK UNITED METHODIST CHURCH TMP 44 -14 (CHURCH) & 44 -12H (PARSONAGE) R -A N/A R -A SPECIAL USE PERMIT: SP20100010 WAIVERS: 1. SURFACING REQM'TS SECTION 14.12.15(a) 2. CURB & GUTTER REQM'TS SECTION 14.12.15(g) 3. TRAVELWAY REDUCTION: SECTION 14.12.17(c)(1) (SEE COUNTY APPROVAL LETTER DATED MARCH 22, 2011) *SPECIAL USE PERMIT: SECTION 10.2.2(35) CHURCH BUILDING AND ADJUNCT CEMETERY JACK JOUETT SOUTH FORK RIVANNA (ABOVE RESERVOIR) 2.973 ACRES (CHURCH: 1.624 ACRES, PARSONAGE 1.349 ACRES) CHURCH: 674 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 PARSONAGE: 684 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 RURAL 7 CHURCH CHURCH 41 (BASED ON PARKING STUDY OF 9127/10, 10% EXPECTED GROWTH) 42 INCL. 2 HANDICAP ACCESSIBLE LAND USE 560 - CHURCH T = 0.61(X) + 11.56 T = 0.61(100) + 11.56 = 73 VEHICLE TRIP ENDS AVERAGE VEHICLE TRIP ENDS BASED ON NUMBER OF SEATS DURING PEAK HOUR ON A SUNDAY. 52% ENTERING, 48% EXITING. EXISTING TREES TO BE PRESERVED WHERE POSSIBLE. LANDSCAPE REQUIREMENT TO BE EVALUATED PRIOR TO SUBMITTAL OF FINAL SITE PLAN. 0.87 Ac. (38,014 SF) 0.59 Ac. (25,814 SF) 35' 32.3' 75' 25' 50' IVY CREEK UNITED METHODIST CHURCH 674 WOODLANDS ROAD CHARLOTTESVILLE, VA 22901 PROPERTY OWNER: IVY CREEK UNITED METHODIST CHURCH 674 WOODLANDS ROAD CHARLOTTESVILLE, VA 22901 SHEET INDEX SHEETC1.0 .......................................................................................................................................... ............................... COVER SHEET SHEET, C2 0 ................................................ ............................... .......................EXISTING CONDITIONS & DEMOLITION PLAN SHEET C3.0 . ............................................. ............................... ........................OVERALL LAYOUT, GRADING & UTILITY PLAN SHEET C3.1 .:::........................ ................. ..............................I ......................LANDSCAPE PLAN SHEET C4.0 ............... .................................................................................................................................. CONSTRUCTION DETAILS SHEET C4.1 ................................................................................ ............................... ...................CONSTRUCTION DETAILS CONT. SHEE-T e6 DITCHWITH LINING 0..................................................... t ......:............. ............................... DITCH / SWALE SHEET C7.0 ..................... ............................... s - UGE +OHT - UNDERGROUND ELECTFRIC AND OVERHEAD COMM. - OHE + OHT - OVERHEAD ELECTRIC AIND OVERHEAD COMM. -- -- BOUNDARY / RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET - - SETBACK LINE - - - - - - - EASEMENT LIMITS - - - -- CENTERLINE - - - - - CONTOUR LINE (EX. / PRtOP.) 3:1- F- 2.50 % - DEGREE / DIRECTION OFF SLOPE +479.70 SPOT ELEVATION HP HIGH POINT LP 1a LOW POINT BUILDING HEIGHT: MAXIMUM: PROPOSED: SETBACKS AND YARDS: FRONT: SIDE: REAR: DEVELOPER: IVY CREEK UNITED METHODIST CHURCH TMP 44 -14 (CHURCH) & 44 -12H (PARSONAGE) R -A N/A R -A SPECIAL USE PERMIT: SP20100010 WAIVERS: 1. SURFACING REQM'TS SECTION 14.12.15(a) 2. CURB & GUTTER REQM'TS SECTION 14.12.15(g) 3. TRAVELWAY REDUCTION: SECTION 14.12.17(c)(1) (SEE COUNTY APPROVAL LETTER DATED MARCH 22, 2011) *SPECIAL USE PERMIT: SECTION 10.2.2(35) CHURCH BUILDING AND ADJUNCT CEMETERY JACK JOUETT SOUTH FORK RIVANNA (ABOVE RESERVOIR) 2.973 ACRES (CHURCH: 1.624 ACRES, PARSONAGE 1.349 ACRES) CHURCH: 674 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 PARSONAGE: 684 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 RURAL 7 CHURCH CHURCH 41 (BASED ON PARKING STUDY OF 9127/10, 10% EXPECTED GROWTH) 42 INCL. 2 HANDICAP ACCESSIBLE LAND USE 560 - CHURCH T = 0.61(X) + 11.56 T = 0.61(100) + 11.56 = 73 VEHICLE TRIP ENDS AVERAGE VEHICLE TRIP ENDS BASED ON NUMBER OF SEATS DURING PEAK HOUR ON A SUNDAY. 52% ENTERING, 48% EXITING. EXISTING TREES TO BE PRESERVED WHERE POSSIBLE. LANDSCAPE REQUIREMENT TO BE EVALUATED PRIOR TO SUBMITTAL OF FINAL SITE PLAN. 0.87 Ac. (38,014 SF) 0.59 Ac. (25,814 SF) 35' 32.3' 75' 25' 50' IVY CREEK UNITED METHODIST CHURCH 674 WOODLANDS ROAD CHARLOTTESVILLE, VA 22901 PROPERTY OWNER: IVY CREEK UNITED METHODIST CHURCH 674 WOODLANDS ROAD CHARLOTTESVILLE, VA 22901 SHEET INDEX SHEETC1.0 .......................................................................................................................................... ............................... COVER SHEET SHEET, C2 0 ................................................ ............................... .......................EXISTING CONDITIONS & DEMOLITION PLAN SHEET C3.0 . ............................................. ............................... ........................OVERALL LAYOUT, GRADING & UTILITY PLAN SHEET C3.1 .:::........................ ................. ..............................I ......................LANDSCAPE PLAN SHEET C4.0 ............... .................................................................................................................................. CONSTRUCTION DETAILS SHEET C4.1 ................................................................................ ............................... ...................CONSTRUCTION DETAILS CONT. SHEE-T e6 DITCHWITH LINING 0..................................................... t ......:............. ............................... DITCH / SWALE SHEET C7.0 ..................... ............................... fH OF Tr TEVEN L. DRIVER 9 SHEET NO. 019933 -SjO1VALG v J.N. 1204- OF 6 -- WATER COURSE BM-'t,�- BENCHMARK RESPONSIBLE LAND DISTURBER (RLD) CG -2 VDOT STD. HEADER CUFRB CG -6 VDOT STD. CURB & GUTTER NAME: MARC W MORROW CG -12 VDOT STD. HANDICAP RAMP PHONE # : 757-735 -3195 HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE CERTIFICATE #: 36779 RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE EXPIRATION DATE: 11/2112014 PVC POLYVINYLCHLORIDE PIPE HDPE HIGH - DENSITY POLYETHYLINE PIPE FFE FINISHED FLOOR ELEVATION fH OF Tr TEVEN L. DRIVER 9 SHEET NO. 019933 -SjO1VALG v J.N. 1204- OF 6 ALL TREES TO BE REMOVED ARE LABELED AS SUCH: TBR ALL OTHER TREES ARE TO REMAIN TAX MAP 44, PARCEL 12 Now or Formerly EDGEMONT FARM LLLP, C/O MARTHA RI VIERS DB 2744 PG 473 DB 2744 PG 465 ZONED RA DEMOLITION NOTES: 1. ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH THE CURRENT INTERNATIONAL FIRE CODE. 2. SEE EROSION AND SEDIMENT CONTROL PLAN FOR ADDITIONAL NOTES. 3. AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF A DEMOLITION OR REMOVAL, NOTIFY THE COUNTY IN WRITING OF THE PROPOSED SCHEDULE. 4. WHEN UNDERGROUND PIPING IS TO BE ALTERED OR REMOVED, THE REMAINING PIPING SHALL BE PROPERLY CAPPED. ABANDONED UNDERGROUND PIPING MAY BE LEFT IN PLACE UNLESS IT INTERFERES WITH NEW WORK OR IS SHOWN OR SPECIFIED TO BE REMOVED. FOR WATER LINES, SAW CUT ENDS AND FILL ENDS WITH FOAM TO PROVIDE WATERTIGHT SEAL OR AS DIRECTED BY CITY REPRESENTATIVES. 5. SANITARY SEWERS DESIGNATED TO BE ABANDONED, BUT NOT REMOVED, SHALL BE EXCAVATED AT THE MAIN, CUT AND PROPERLY CAPPED OR PLUGGED AT ALL OPEN ENDS. N7g'53, cE 1-7— OVEN WIRE i / I / / W6 O I-S& DL •ii i i i i j 36" / 36' DIZ ` f TBF� / / X34" POP L — - -- STORY DING WOOD 10" 1L�KORY r _.. ` ~ = / 321 WO / / lI 1 J %! l /1 , / /ST t i H`T uM f FENCE UND POST / / ` _ / l I I I l I J STEP -� i � f / f ® �. ` �- -- _._ _. _ / 1 ! l� SAN. SEWER / / 0Z �^ TBR I --"T- i j i t t }: t TO BE REMOVED YHA 32') WO I f � / ( / 24' BOX�NOOq f4 II 4' JL!3NIPE1 3'� �/ { Bu§H { r - _ / 2 ' /POPftAR Y SGNOOL / {t $U�pA 1�yG ELECTRIC t ON 32" WO,1� / TBR / / ji /`� I !I { FD S RVICE FEED 1f AD BUSH / / �I 554-96 6" CIO DISTRIBUTION 1 / I 1 BOX & DRAIN LINES 24" POPLAR ti TO BE ABANDONED " / 26"/POPLAR �' / R} 4" WC / 9' DI t TORY SUVWX WI 2 O0L gkyilplN FFE scN 555.67 �, i IN PLACE � POPLAR / TB o ' DOGWOOD, � J / BL GRASS LAWN - -- - — 24" POP .% 14 - ` BR LK f %TIER 1/ TMP 4442H -' / / �1 - { 1 ` ' ONO cEsIDEWA W. r/� 1.10 ACRES f / ! " "��� / SIGN\q 1 / `� / POST / f } TREE,LINE 545 / / .i / EX. SPLIT,TE�R BOX I l /26" W ` / /'� / AND SEPTIC LINES / / �' I / t -Z 1 / 9 f / TO BTE ABANDONED / ! 1 mt tJ I / / /f / // // IN PLACE // /` ® AP ROX. LOCATION 32" WO / 33' DL EXISTING 125q GAL f ` TREE A o t SEPTIC TANK I \ 1 m 1Q tt Ex. 4 - 70' TO 75'�SEPTIC --•• f 1.5W W/ 3' DL / ! - T M P4 -1 4 LINES (APPROX. LOC.) C 1.87 ACRE O I l STEPS 2" DW /9' DL, J 1 DBL % C b ; • DGK;' /// �� /. _ 1j N1 ° �DppKINO / MAR K I ( 1 / / / / 4 / / / BRICK 16" PINE / RETAININQ — _ -- TB13 -WACL bISTRIBUTI N / S.�O(�� $ S G� i LP Bj / / 1/ / o// Jai f / BOx(APPR � f1 OC.) P�KO p P.RSONP ANN► TBR ` / / 4��/// i 1 '0 f . - vRG jfff. J ,�, Z PIG o 4M EXISTING 1,000 / G FFE l , r t` I �'�� / j i 24" W� / 27' DL (yALLON SEPTIC TANK / 551 • _ K _ / 51 .....,.,,_•,......> ---i`. �� .��CE P� � ! 15 c' � ! - / TREE B � t (APPROX. L� / - � a % ONGR T � � �/ GRAVEL LOT / J i / O' / + / 1 \\ i o co 00/ u CONCRETE STOOP / / m Y .- _•-- -- ,, J,Y /' / / / / ,� �—' ._... — -- "'" ' i Cam,.._ -T''� ,,.r�' ..,� . 0 4 I I % 0// / %/ N / " TREE 40" OAK i' G p T r0 r E SHRUB LINE UP 36" OAK 24" OAK - �. •'' ,` /� /, / // ; l•'` �" _ - '" ! /,i TAX MAP 44, PARCEL 12 / 30" OAK Now or Formerly , 44" OAK, EDGEMONT FARM LLLP, ,► DBL '- N�kON� TO BE BATED 5 C/O MARTHA RIVIERS / 1 - —. __, ___ __ — 12" MAGNOLIA /O / DB 2744 PG 473 DB 2744 PG 465 ONt ZONED RA pAPERBOX O ' /r MAILBOX; POST r ' POSTS UP GUY -- ' - /� U P GRAPHIC SCALE 20 0 10 20 40 (IN FEET ) 1 inch = 20 ft. s0 1 ELECTRIC WEEPING CHERRY TO BE REMOVED AND TRANSPLANTED ON SITE RG� � � p1NG GHU Ff-E 560.49 IRON PIN FOUND Z 0 FENCE o 1 EXISTING GAS LINE TO BE WOVEN WIRE oil REMOVED OR ABANDONED t IN PLACE G WOOD FENCE POST V,NGE 494 FOUND 550 -- \ n�Ep BO °K 383, \� ----"� EE OBE '� TAX MAP 44, PARCEL 12 s o� Now or Formerly TBR \ \ c N7g,0 WE r 35 SE�gp,GK EDGEMONT FARM LLLP, C/O MARTHA RI VIERS ` 4 DB 2744 PG 473 v m DB 2744 PG 465 UMP HOUSU TB �' m ZONED RA 27" WO / 30' DL 50 K WHEEL STOPS fi �E RELOCA CONC. WHEEL 18' STOPS (TYP.) W EXISTING GAS LINE TO BE 5Jr5 REMOVED OR ABANDONED CEMETERY o IN PLACE o BR \ I :TER ' ' 42 WO 130' DL \ \ GRAVEL � � CEMETERY � PARKING ` \ ENTRANCE Th CONC. WHEEL^ �/' o0�2rL�OkO STOPS (TYP.) ~ ,' P \ 2" DW/b'.QL 04-22't • /0 X 1 DBL \ l ! - \ CONC. WHEEL STOPS (TYP.) �6 CONGR �� ° a ' POST \, S1AEwP') =fit \ + ! / '�X /p" 0 � X ! \ 24" WO ! 28' DLL ae BMJ 559.60 3293 O Nf GONG. WALK / " SS LAWN 24 WO / 28' DL G� MULCH & / SHRUBS / 4" DWI 5' )L/ SIGN / 0�� POST / / k / �/ / ` fr_ . / / ry P. O PQ V' UP uIl i j . l i ICI �I',I�'i VIII ii illy I NOTES: 1. THERE ARE NO CRITICAL SLOPES PRESENT ON THIS SITE. THIS IS CONFIRMIED USING THE SURVEY DATA PROVIDED ALONG WITH CRITICAL SLOPE DATA AS SHOWN ON THE ALBERMARLE COUNTY GIIS WEBSITE FOR THE PARCELS BEING DEVELOPED. 2. ALL UTILITY' LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRtACTOR SHALL ON HIS OWN INTIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. RELOCATE 1EXISTING WHEEL STOPS AS AVAILABLE. 4. FUTURE GA6 & WATER EASEMENTS) TO BE PROVIDED BY CHURCH TO TMP 44 -12 UPON REQUEST AND LOCATION SPECIFIED IBY TMP 44 -12 OWNER(S). DEED BOOK 383 PAGE 494. 5. PROPERTY � SUBJECT TO ELECTRIC/TELEPHONE EASEMENTS AND RIGHT --OF -WAYS, GRANTED TO VIRGINIA PUBLIC SERVICE COMPANY IIN DEED BOOK 227, PAGE 240, DATED 2 -28 -1935 AND DEED BOOKC 227, PAGE 243, DATED 2 -21 -1935. UP Z a w o Z Z o� w z� Ga P4 N r l_ ON 0 0 • TH OF l '7� TEVEN L. D NO.019933 �sSI01VAL SCALE: 1" = 20' ISSUED: 10 -31 -2012 DRA : ATE DESIGN: ATE CHECKED: SLD REVISIONS: ATE 1. 06 -17 -2013 AGENCY COMMENTS DATED 3 -7 -2013 All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, "canning, or by any other means of retrieval system without written permission froth Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a thud party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEEN° C2 o 0 Jx. izoa OF 6 IN \ 554.71 CO \ ° G 1 FFE 554.96 554.96. ° �f 4 A X ° 54.61 c i v / 551 4 20/84- . � 554.86 Q% a :6 / ` 4 8% HANDRAIL f is F a (TYP.) �'2k �v'�i�".L �`��""• �`� m k� �"�'"£`��r r �`�'? '%�i fi'```t � v � 1 )`✓ , "...,.f3I■ .�.Ltn,. .• •Y«Vh'x-= ?`�'.,...a4..�^.� ..- .i�.F"�e�_rJ1t��.m.�w..,w. '"�;`��"" �t!!. f/. NEST ENTRANCE & SIDEWALK PLAN_ SCALE: 1" =10' Y � • ff K ,T EX.'ti ` z / - WALK'S �0 (l � ACS NOTE: APPROVAL FROM THE HEALTH DEPARTMENT FOR THE SEPTIC SYSTEM AND WELL SHALL BE REQUIRED PRIOR TO APPROVAL OF AN ISSUANCE OF A BUILDING PERMIT. TAX MAP 44, PARCEL 12 Now or Formerly EDGEMONT FARM LLLP, C/O MARTHA RI VIERS DB 2744 PG 473 DB 2744 PG 465 ZONED RA PROP. BIORETENTION PROP. STORMWATER FILTER (440 SF) MANAGEMENT ESM'T INSTR. #: 201300014419 GABION CAGE WALL BK 4394, PG 22 SEDIMENT FOREBAY (I 10 SF) ECA _-- -•rte_ PROP. 1250 GAL. PROP. 60 LF PUMP TANK `` .--� / EC -1 2" PVC PIPE z_ . -r Or.;•� - ` / % / / (OUTFLOW)` - O-F4LTER o 1 SURFACE /( / / s�(P - �; 538.25 r ( kq RO CO / /PROP. D BOX / /�SPLITTER BO / `� , S ks �/ / ! / ✓ / / / / /� PROP. 150 LF f4" PVC PIPE/ i ,/ (INFLOW) � - PROP. SEPTIC l / SYSTEM UPGRADE 4 - 70' LINES t 2' WIDE TRENCH 6' ON CENTER - PF2(5P. $LEE UNDER DIVE / DANE / U3 sue' RAI E/D I LAN S M=° / (S,EE DE IL)(- P�SEPTI�r TANK BR1GK ''RE CATED /ACCESS RISER P POS / o (FO'R SE RV CING'ISUMPIN.Gr 74 W 5 +/ MEET __ + / t ATE FIXT RE 13010 THE WEST & \ -- // TROVIDE FU L CUT -OFF SHIELD TO / MEE \COND.. 3 (SP20100010) V 1k /l i MODERATE VOLUME COMMERCIAL ' ENTRANCE (VDOT APPEi DIX F106) i (RAISED ENTRANCE=) 5' 0 APPROX. V -ABOVE EX. GRADE TAX MAP 44, PARCEL 12 AliL^•OY 9'S Now or Formerly , = r ° s`GN� t y, Nsp EDGEMONT FARM LLLP, 1 C/O MARTHA REVISES / 11 __ ._ __ _ __ _� - - g56 ' " o° % ,,tea NOTES: 1. SEE MEP PLANS FOR DEMOLITION, NEW SERVICE AND METER LOCATIONS FOR PROPOSED UTILITIES.. 2. TREES A & B IN PARKING AREA WERE ORIGINALLY PLANNED TO BE REMOVED. VIA SPECIAL USE PERMIT APPROVED BY COUNTY, THE LOCATION OF THE PARKING AREA HAS BEEN MODIFIED TO ALLOW FOR THE PRESERVATION OF TREES A & B. (SEE BOARD OF SUPERVISOR APPROVAL LETTER DATED MAY 19, 2011, CONDITION 1, BULLET THREE.) 3. ROOF DRAINS TO 6" COLLECTOR PIPE TO BE 4" SMOOTH INTERIOR HDPE @ 2% MIN. SLOPE. 4. HANDICAP PARKING AREA TO BE PAVED ASPHALT, MAX. SLOPE 2 %. 5. CONTRACTOR TO TIE ALL ROOF DOWNSPOUTS FOR EXISTING & PROPOSED STRUCTURES TO STORMDRAIN SYSTEM AS SHOWN. WELL NOTE: EXISTING WELL TO MEET COUNTY BUILDING INSPECTION RQ'MTS. ` ANY NEW WELL TO MEET VHD RQ'MTS. 550 EX. G , � . EX, GRD � �/- _. "E 5 36.00, - - - CONNECT TO EXISTING N78 °53� - - -- ' -- WATERLINE THIS LOCATION = -- - - `550.9 _t C Gf� ° 4 SW 550.45 , h `1 C-"' N7$ ` /�a9.1 *l- 'l .._.. -- - OWE 55 1 5 550.45 1 ` s 4.5 17 1 54 CK + ' 88 \ 0� or WELL OWS111 O \ i lr p FE�-�- SF / R =5 5'I PROPOSE ROX 56g0 SF Mp)(. PP 00 _'i` L�� PROP. U ILITY SH D FOR EMgLY AR 6 49 r TEMP. EL CTRICA& SERVICES ASS Ft- 554 g6 � FFE : 54'9 g R► � STORM DRAIN STRUCTURE SCHEDULE STRUCTURE # TYPE TOP ELEV INV. IN (UPPER) INV. OUT (LOWER) LENGTH SLOPE PIPE SIZE AND TYPE SD #1 12" Y.D. 556.40 - - -- 552.75 -- - -- - - -- NYLOPLAST SD #2 PIPE --- 552.75 552.28 17.6 LF 2.7% 6" HDPE SD #3 12" Y.D. 554.50 - --- 552.50 -- --- ----- NYLOPLAST SD #4 PIPE °---- 552.50 552.28 5 LF 4.5% 6" HDPE SD #5 PIPE - - - --- 552.28 551.85 16.3 LF 2.7% 6" HDPE SD #6 12" Y.D. 553.90 551.85 551.75 - --- ----- NYLOPLAST SD #7 PIPE --- -- 551.75 548.90 65.5 LF 4.4% 6" HDPE SD #8 C.O. 550.9 --- - ---- ----- -- ---- STANDARD SD #9 PIPE - - -- 548.90 545.16 545.15 543A 55 LF 38.5 LF 6.8% 4.5 $" HDPE SD #10 PIPE - ---- 553.6 557.5 55.0 LF 7.0% 6" HDPE SD #11 C.O. 555.5 ---- ---- TRAFFIC LOAD. SD #12 PIPE - ---- 554.9 553.6 80.7 LF 5.2% 6" HDPE SD #13 C.O. 551.2 -- -- - - -- - - -- - ---- TRAFFIC LOAD. SD #14 PIPE ---- -- 547.7 549.4 36.3 LF 4.7% 6" HDPE SD #15 12" Y.D. 549.40 547.70 547.60 ---- -- --- NYLOPLAST SD #16 PIPE ---- -- 547.6 547.3 27.7 LF 1.0% 8" HDPE SD #17 12" Y.D. 549.40 547.30 547.20 - - - -- - - -- NYLOPLAST SD #18 PIPE - - --- 547.2 547.0 15.6 LF 1.0% 8" HDPE SD #19 C.O. 550.5 --- - - - °- - - ---- --- -- TRAFFIC LOAD. SD #20 PIPE ---- 547.0 546.3 24.5 LF 2.7% 10" HDPE SD #21 PIPE - - - -- 546.3 543.7 96.6 LF 2.7% 10" PERF. HDPE SD #22 PIPE - - -- 543.7 543.35 13.2 LF 2.7% 10" HDPE SD #23 C.O. 545.6 -- - -- - -- -- -- ---- -- STANDARD SD #24 C.O. 545.3 - -- ----- ----- --- STANDARD SD #25 PIPE - - -- 543.35 539.0 35.4 LF 12.0% 10" HDPE SD #26 C.O. 541.8 ---- -- - -- ---- STANDARD SD #27 PIPE - - -- 539.0 538.25 9 LF 8.3% 10" HDPE SD #28 24" RISER 539.75 ---- 535.75 5 LF NYLOPLAST DB SD #29 BARREL - ----- 535.75 535.50 24.5 LF 1.0% 15" HDPE SD #30 "CHANNEL 554.86 553.86 550.5 9 LF 8.3% 6" HDPE SD #31 C.O. 559.1 ----- -- -- - ----- ----- STANDARD !ROOF DOWNSPOUT, TYP. POP. 2 UG BASEMEN \ Q = STORM DRAIN PIPE ® =STORM DRAIN STRUCTURE 1 Bhp(', 1 1' P MPED WASTE 1 S0JU' ,, Sf ,, (S�E MEP PLANS) 33p0 .4.9g ` HANDRAIL `SS FFE' 5 (TYP.) I CONTRACTOR TO LOCATE ,� :. 11�� EXIST. CLEANO t 'l LAND APE AREA g PRO SIDEWALK � .-- t a �' 01A EANOUT IF NECESSARY 1 Tw 556'60 31 '; (5 RISE RS@. " �\ / /O t =r sr �i, ' • . 5t 2 • 12' TREADS Q7 � EX• 0 SF (n - f a -- 560 8 r� s rL su (SEE y 2) (P \ ,� s � �� � .''� f 5 S � '� / � 24"1`R DS { �� ' I � � ; • ''" ° g ° ABOVE G UND HAND 1'..i _ / 1 I PARKING 4 IG TYP) / / `f- ` o N 1 } f N 1 1 BM 59.60 t' RN' CONC. WALK / �y5• CONC RETE WHEEL STOP (TYP.) ly "`� �-� ! RELO AT EXISTING PLANT B MPE ASA AILABLE /�i /, =`G BLOCIS7 - / � 1...,r -✓"�- / t�' �p 0� - - -- g S / THE B/ - _ `- --- (SEE NO 2 ,� i r s - -' ENN,cv S 4, 4' , .. NEp gY ,, Bp,G/ � ER J � ES -,� v� �� i � i ,-'' '" •e N Y°51 9 6 • FID OFFy fl ° Qjj 119 TE U 1N ST TO R / u. `�',/ S I) ®MIl�iI ®ITT FIXTURE pNER RE E RQ / ° f 13 o N /J ' �SM // ,p1 "E / ' v pP.GE DESCRIPTION O + _ %r 15 �)1 DIRECTIONAL FLOODLIGHT 5S 400 WATT W/ 42,000 LUMEN RATING Q 4 ' 6 HORIZONTAL FOOTCANDLE DB 2744 PG 473 SIGHT DISTANCE �./ �`�� ESQ ' % v 0P0 0 o DB 2744 PG 465 EASEMENT - E RAP - %' / S �,E INSTR. #: 201300014419x ZONED RA BK 4394, PG 22 l %i0 J _ ° /GE LINE - -� � 0sy .�:•�� - ' -- 178.00 -.- '' ,- r/. 2� HEI I - OI � -- �� kl'�O C GRAPHIC SCALE - .. � 20 0 10 20 40 mi �f ° ' �, I✓ - � (IN FEET) 1 inch = 20 ft. f V 'O EXISTING GRAVEL & ASPHALT ENTRANCE TO BE EXCAVATED AND �- REMOVED. APPLY TOPSOIL LAYER 3 "4". GRADE DITCH FOR POSITIVE SLOPE. SEED AND MULCH AREA CONSTRUCTION OF.THE NEW BUILDING SHALL COMMENCE ON OR BEFORE MAY 11, 2016 OR THE SPECIAL PERMIT SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED SHALL THEREUPON BE TERMINATED, THERE SHALL BE NO DAY CARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT APPROVAL OF A SEPARATE SPECIAL USE PERMIT. 01 i��i I.ii DIS RIBUTION CAN BE SEEN ON THIS SHEET. FC= FOOTCANDLES EAST ENTRANCE PLAN SCALE: 1" = 10' I SHEET C3,aO j.N.1204 Off' 6 W Q 0 9 Z (J) In > cr W "z �� H 1111►---- � j � �►����� d° F�--4 e7t DID C7 F� 00 H a W B OF G I� S VEN L. DRIVER NO. 019933 � -tQNAL O SCALE: 1'9 = 2 0) ISSUED: 1®- 3192012 DRAWN: ATE DESIGN: ATE CHECKED: SLD REVISIONS: ATE 1. 06 -17 -2013 AGENCY COMMENTS DATED 3 -7 -2013 2. 08 -07 -2013 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terre Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C3,aO j.N.1204 Off' 6 i F3 ' /' f 32') 1 BU §H k.J % / U f 32" W0 a':�06" H CI¢ORY J� , / i'' _ ,�� 2 P S 24" POP 1c„ ,26 OP �4 " DOGWOOD, 7 _�QBL f / f / 5 TREE PROTECTION =/116" L 5 Co 2 WO 5' BUSH--- � •,,�--` to - / r- � • . ''.. • ..: -- �-t . '. � ' wok / Mi �4 -; .-l" �to f _ ' d ° 36" OAK, t, 24 44" OAK, DBL SIGHT DISTANCE EASEMENT 4" TREE / / / / T -1 OAK r aMAGNOLlA�--' �- 40" OAK 1 T26 - _i�� ���� � '�jN " ►' 8.00 --- „� TAX MAP 44, PARCEL 12 Now or Formerly EDGEMONT FARM LLLP, C/O MARTHA RI VIERE DB 2744 PG 473 DB 2744 PG 465 ZONED RA 536 NTg °5V _..• _ � ""``ter~ ' / / .i � � 'i GRAPHIC SCALE 20 40 N 50' SETBACK -�`_� 6161 6k° to oAvs Planting Key_ Key Quantity jBotanicalName Common Name Caliper Min. Hieght Spacing Canopy Ea. Canopy Add T -1 *3 Magnolia grandiflora Little Gem Magnolia 1.5" 6' 100 sf 300 sf T -2 *3 Malus hybrid Crabapple 1.5" 1 6' 400 sf 1200 sf *6 Trees Total Canopyl Add> 1500 sf S -1 *14 Ilex vomitoria nana Stokes Yau on Holl 16, 5' o.c. S -2 *36 Rhododendron indicurn George T Taber Azalea 18" *50 Shrubs P -1 *150 Liriope muscad Big Blue Lidope Pint 12" o.c. *150 Perennials ` S -2 ,l Count} of Albemarle Conservation Plan Checklist —To he placed on T�andseapePlans (Handbook, pp III - 254111 -247 for complete specificatiuns) 1. ''heAdflowtuff Items shaR be shown an a n- 2�'Frto be saved; ees T.i7nit4 OrGTGaitltg C, +�w.;idt: dTiplino 0I' Irtxs 141 he �avcd); FlProposed Location and type of protective fencing; SEE E +SC STANDARDS (SHEET C5.0) icing changas requiring, tree wells cr usllis; N/A trenching or tunneling beyond the limits of clearing. N/A 2. r' It cs to be saved sliall be marked with print or ribbon ate height clearly visible to equipment operatrrs. td� No grading shall begin until the tree marking has been inspected and approved by a County Inspector. Conference: Tree preservation and protection mcactucs shal l be reviewed with the contractor on site. 4. F. ' inent Operation and Storage- Ef Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted scithin the driplines of trees Lo be sax W. 5. SeWEroslenand Storawater Detention Devices: Ef Sudi devices shall ntH advewdy alTecl IrLms tip be saved. 6. Fire VOTE are not permitted within. 100 feet of the dripline of trees to be saved. 7. To3de l�fa, ter4jlg; Ef Toxic maietiala she]] not be stored within 100 feet of the drip] ine- of tree to he savtxt_ S. Pr ctive a Fencine: C1�/Trees to to letaulyd %eitllill 10 feet of a prctlswed t:uildul; yr grddi:ugr activily shell be protected by fencing. SEE E +SC STANDARDS 1�1 Penang shall be in place and shall be inspected and approved by a County Jzts nor prior to grading or construction. (SHEET C5.0) 9. T Welk Ct When the ground level must be raised vxthin the dripline of a tlfa to be saved; atree well shall be provided and a ctmstruction detail subiliitted for approval. N/A 10. Tre aus: Lyhen the ground level must be lowered within the dripline a tree to be saved, a tree tiff all shall be provided; and a construction detail subu i&-d for approwd. N/A 11. T chin and Lip- Lf +hen trenching is require{! mdTbin the limits of clearing: it shall be done as far away from the trunks of trees as possible. Tunneling under a lmge tree stlall be con:ndered as au alternative wlielt it is anticipated that necesimy trenching will destroy feederrocIlb. N/A 12. Cie nu : ffProtective fencing shall be the last items removed during the final clLmnup. 13. Daiwaad Trees: Er Llrulltlgud Irct x]tatl Lx treated uiuu:�lialcly try pruuili, ftlrtill'L'dilUit UI' UIh427LLL Ll1Ud 1'ODUII1IIlilidt d by a tt "t t STxLUtllsl. VOTE.: iT iS THE DF.VF.i3OPF.R'S RFSPONSiBITATY TO CONFER \'6'1TA THE CONTRACTOR ON TREE C.ONSF.RVATiOIti REQUIREAUNTS. OWNER SiIGI\ATURF (DATE) N/A CONTRACT PURCHASER SIGNATURE (DATE) b /1106 fte 1 oil INS'T'ALLATION NOTES Landscape contractor required to contact 'AMiss Utility" (# 811) 72 hours prior to digging. No work is to be performed until "all" utilities are marked. If conflicts arise, contact landscape designer. Verilfication of plan quantities is the contractor's responsibility, plan shall govern. . Contractor shall warrant new plantings for one year from date of acceptance. Exisiting vegetation in planting areas to be removed to prevent reemergance. All spacing to be as shown, unless otherwise noted. Groutndcovers are to be installed in a staggered pattern. Topulress plant bed topsoil with a 1.5" layer of compost, till to a 6't depth to incolrporate. Prume only broken or crossing branches. Do not use tree wrap or tree wound painit Dig 1a 3" depth "V" trench to define bed edge and separate from lawn. Apply Shredded Hardwood Mulch to a 2.5" depth. Mulch hedges as a continuous bedCs). No tmulch is to be placed within 3" of tree trunks. Install & Stake all plantings per detail(s). Contractor responsible for watering and maintenance of new plantings until acceptance. All debris created by contractor to be cleaned and removed from site daily. Substitutions require approval of the landscape designer & Albermarle County. LANDSCAPE PLAN PREPARED BY Tr1 White - Virginia Certified Nurseryman # 366 /dr 2312 Rookery Way Virginia Beach, Virginia 23455 (757) 344-2299 INSTALLATION QUOTATION AVAILABLE UPON REQUEST All landscaping materials shall meet the minimum specifications & standards described in the "American Standard for Nursery Stock", most recent edition, published by the American Association of Nurserymen, >i25o 1 Street, N.W.; Suite Soo, Washington, D.C. 2000g Planting Season Restrictions: All balled & burlapped ( "B&B") plants shall be installed between October 15 & March 3x All container grown plants shall be installed between September 15 & May 15 V Z IL 1Z U) W a � � 1 Z Z In W Z U) p Z ON co� m4 �4 Cl M � NCna U � �e �T4 04 - THOF�� S V1EN L. DRIVER NO, 019933 1 . -7.-/'3 sS -tWAL V��e SCALE: 1"= 20' ISSUED: 10 -31 -2012 DRAWN: N: ATE DESIGN: TJW CHECKED: SLD REVISIONS: 1. 06 -17 -2013 THIS SHEET ADDED 2. 08 -07 -2013 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form of by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Tetra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC Page 6H 16 August 2011 Typical Trade Control. Silauat+w Orerad an wifh .Minor BnewachwW (Figure TTC -5.0) Standard 1. On divided hiighways having a median wider than fl', night and left sign arssembHo shalt be required. See bete 1, TTC-4 for addition sign information. Guidance 2, Sign spacing should be 1300=1500' far Limited Access highways. Fur all other rw dwaysr the sign spacing should be 500' -800' where thepasW speed Nmtl is greater d= 45 mpk and 350t.500" where the posted speed limit m 45 mph or less. 3. when work takes up part of a lane on a high volume roadway, vehicular tragic wah mes, vehicle mix, speed and capacity should be analyzed to determine whdher the affected Irene should be closed. Unless the lane encroachment analysis permits a remaining lane width of I0 feed the lane ;should be closed. Tf the closure opwwion is on ra Limited Access highway, the minimum lane width is 11, feet. 4. The ROAD WORK AHEAD C00) sitim an intszser, _roadway may be gvdaW where drivers emcraing from that p jk& r wilt encounter another advance warning sign prior to this activity area. Standard, S. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, osculating, or strobe light shall be parked 801 -120' in advase of the first work crew. 6. Vehide hazard warming signals shall not be used instead of the vehide's high. intensity amber rotating, flashing, opnatilaS or strobe fights. Vehicle hazard warning Agnals can be used to supplement high intensity amber rotating, .lashing, osdilating, or strobe Iights., 7. Taper length (L) and chaanelhft device spacing shall be at the following: Taper Len0h (b..) Location Spood Llrn it (mph) D -36 36+ (mph) Spssd Limif240 Lana Width (pact) Construction Ac ceW W 10 11 12 25 AGENCY COMMENTS 10.5 115 125 30 1510 165 180 35 205 225 245 40 BACKFILL SHALL BE PLACED IN 6" LAYERS FROM THE BOTTOM OF THE TRENCH TO A POINT AT LEAST 12 " 'ABOVE THE PIPE AND THOROUGHLY TAMP BY HAND OR PNEUMATIC TAMPER, 270 265 320 45 405 450 495 540 50 450 500 550 1600 55 495 550 605 660 60 540 600 664 720 65 585 6a0 715 780 70 630 700 770 840 Minimum tapier lengths for Limited Access h!qh"n shall be 1000 feet. Shoulder Taper = !4 L Minimum Channeling Devibe spacing Location Spood Llrn it (mph) D -36 36+ Trdmition Spackv 217 4(7 Tiavelway Spacing 40' 84' Construction Ac ceW W 120' * Spacing may be Increased to this distance, but shall not exceed one access p2r Y4 mile. on roaaways wren pavea >eanoumers name a width of 6 feet or more, chralnnelizing`devices shall be used to close the shoulder in advance of the msrong taper to direct vehicular traffic to r+srrsaIn within the traveled Way. 8. The buffer space length shall be as shown in Table 6H-3 on Page 6111-5 for the posted speed limit. 9. A truck- mounted attenaator (TMA) shalt be used on Limited Accesst btgianvlays and multi -lone roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway withiu the temporary traffic contnroi zone, arddiltasal tral$e central devices shall be placed as needed. SOURCE: 2011 VIRGINIA WORK AREA PROTECTION MANUAL August 2011 Shoulder Operation with Minor Encroachment (Figure T T'C -5A) 5001+ Page 6H -1'1 G20 -2 (V) 80'- 120' SHADOW VEHICLE REQUIRED �— T M OPTIONAL / SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 8 irYPE B OR C SEE NOTE 7 CHAtNNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE 2 SEE NOTE 2 ' SOURCE: 2011 VIRGINIA WORK AREA PROTECTION MANUAL W20 -1 7�}V(jv� �• f�' L1AHtiC�KCI9H1CtfHJCMH1CKWL^`)C ) 1�__2 ` �� COMPACTED SUBGRADE ' TYPICAL PAVEMENT SECTION SECTION GRAVEL PARKING SURFACE N.T.S. CONC. BUMPER BLOCKS PLANTED IN PLACE & REINFORCED W/ DRIVE - THROUGH REBAR. G h 18" MIN. LENGTH REBAR u u UNDISTURBED SOIL 1IN-41111M W11111411110 CLASS A3 4' or 5' -- CONCRETE 4" (SEE PLANS) " 4" 4" _ \ — — — — — 1I I l l= III = III — III —I I III = III — III =11 VDOT STD 21 -B 6" x 6" W1.4 x W1.4 W.W.F. (OPTIONAL) Notes: 1. 21 -8 Crushed Aggregate, Base Type 1, shall be compacted to 95% Standard Proctor Density, 2. Subgrade shall be compacted to 95% of the Standard Proctor Density, CONCRETE SIDEWALK 8"21-B SUBGRADE Notes: 1. 21 -8 Crushed Aggregate shall be compacted to 95% Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. TYPICAL GRAVEL PARKING SECTION TYPICAL GRAVEL PARKING SECTION N.T4S. �.� SEC'T'ION F -'106 Moderate Volume Coenmerclal Entrance Design along Highways with Shoulders MODERATE VOLUME COMMERCIAL ENTRANCE DESIGN ALONG HIGHWAYS WITH SHOULDERS i Site Requirements For This Design Maximum Highway VPD : 5,000 Maximum Entrance VPD : 200 Maximum Entrance VPD Truck Trips: 10% SINGLE TWO - WAY ENTRANCE -� Limits of Parking Lot - — R- 2' Min. I f(typ.) � I R/W --ti W r~ i ._.__�.._�_ -- -. µ•� ._____�_ - - _. - - Notes:. U C \ ,. t} Entrance details shown an this sheet may ME_ _ 2' Min. be modified to meet specific site requirements as directed or approved by the Engineer at the Y r `� _ Residency or District, when based on sound engineering principles. I Edge of Pavement i FIGURE 445 MODERATE VOLUME COMMERCIAL ENTRANCE DESIGN ALONG HIGHWAYS NINTH SHOULDERS" Nate: All entrance design and cotnS udion shall accommodate pedestrian and bigcle Lasers of the highway in farce with the Commonwealth TranspcxtsUon Board's "Policy for Integraflng Bicycle and Pedestrian Ac oommodatione. Rev. 7/12 NOTE: SEE INSTALLATION OF DUCTILE IRON WATER MAINS. GOOD SOIL ROCK TRENCH UNSTABLE SOIL HIGH WATER TABLE SHAPE TRENCH BOTTOM TO CRADLE 25% OF PIPE FACE MIN. 6" CRUSHED STONE BETWEEN PIPE FACE & TRENCH PIPE INSTALLATION N.T.S. 3.0 SECTION SWALE 3000# TEST 1 X %j�� %// MIN. THICKNESS OF CONCRETE BETWEEN PIPE FACE & TRENCH =1/2 NOMINAL PIPE DIAMETER INS I I _ N.T.S. N.T.S. \,,_3.0,/ SECTION N.T.S. I r/ EXCAVATED TRENCH ` / FINAL WIDTH \, � BACKFILL 2'+ I.D. MAXIMUM I 12" COVER INITIAL ISSUED: 10 -31 -2012 DRAWN: BACKFILL Z a. CHECKED: SLD PIPE EMBEDMENT TO BE V.D.H. & T. SPRINGLINE- - -` -- - –� _1 AGENCY COMMENTS !!! NO. 68 STONE 4- , —_ AGENCY COMMENTS o X. DOCK PAY LINES BACKFILL SHALL BE PLACED IN 6" LAYERS FROM THE BOTTOM OF THE TRENCH TO A POINT AT LEAST 12 " 'ABOVE THE PIPE AND THOROUGHLY TAMP BY HAND OR PNEUMATIC TAMPER, HOWEVER DO NOT TAMP DIRECTLY OVER THE PIPE. FINAL BACKFILL MAY BE PLACED IN LAYER THICKNESSES WHICH WILL PERMIT COMPACTION TO A DENSITY OF AT LEAST 95% DENSITY. INSALIATION OF P.V.C. PIPE LTI SECTION N.T.S. �2. PIPE BEDDING 3,0 SECTION,' N.T.S. P7�9 w _1 I I IL U L I U P �' Fti b U ITEVENt'L. DRIVER NO. 019933 SCALE: V ISSUED: 10 -31 -2012 DRAWN: ATE Z a. CHECKED: SLD REVISIONS: 1. 06 -17 -2013 AGENCY COMMENTS Ix W DATED 3 -7 -2013 2. 08 -07 -2013 AGENCY COMMENTS o Z LTI W o O (n 'Q W z 1_ P4 r:IM r` E-4 PH P7�9 w _1 I I IL U L I U P �' Fti b U ITEVENt'L. DRIVER NO. 019933 SCALE: 1" = 20' ISSUED: 10 -31 -2012 DRAWN: ATE DESIGN: ATE CHECKED: SLD REVISIONS: 1. 06 -17 -2013 AGENCY COMMENTS DATED 3 -7 -2013 2. 08 -07 -2013 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details mpreswd on these plans) may be reproduced, changed or utilized in any fomt or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written pe=Won from Terra Engineering and Land Solutions, PC- Also, these plans may not be assigned to a third party without fast written authorization of Terra Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C4,aO J.N. 1204 OF 6 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE RON FRAME A GRATETO MATCH BASIN O.D. NYLOPLAST INLINE DRAIN WITH STANDARD GRATE Ir MIN WIDTH GUIDE LINE ACCORIONGTOPLANS FRAME A GRATE TO MATCH BASH OD. MATERIAL AS DEFINED IN ASTM D2321. BMDIMG & BACK PI" FOR (Ir MIN. ON r. 24'.10' MIN. ON 30' (4) VARIOUS TYPES OF XET OUTL67ADAPTM fir MN WIDTH GUIDELME 4'iMINONW-2V SABO ON MAUFACTLRNG RM) B' MIN THICKNESS GUIDELINE I MIND" PIPE BURIAL (ADSK-12MANCORDUALWALL.AOSIfHANCOR Z"' MC MATEIII&I. 313A4ERDNAAVE r&ilrgrANMMOMTEBFrrDitEMYONMUMDROBSE HYLOPLAST HAS PROPRIETARY WITS THERE PT' DEPTH PER PIPE ."x 110411 Fffiamuma FAXFq9V4W (3) VARIABLE INVERT HEIGHTS MANUFACTURER TITLE CORJRUGATED&R1BKDPVC AVALMLE (ACCORDING TO RE00MEND&TION (MIN. NIANUFACTURING (4,!) TWIFICLOAW. 0ONCIRM SLAB DIMENS IONS ARE FOR TW19GLOAn. CONCRETEMADDIMENSIORSAREFOR PLANSITAKEOFF) REQ. SWAB MIN. SUMP) ANM CUIDELINE PURPOM ONLY. ACTUAL OMMTE SLAB NWT BE PMRUGATED HDPE SHOWN) WALE i= MW 10F G RANUL ARMAIERIAL MEETING THEREQUIRIEJrIENTS OF MAN 11 DES04EDTAKNO INTO CONSIDEIRATIONILO13ALSOL CONDITM, MATERI&AS DEFINED IN ASTM MO. BEWING & UAMUL FOR ACCOFIDMTO TRAFFIC, LOADM & OTHERAMORAE DESIGN FACTORS. SLWAOE DRUPA E INLETS SHALL BE PLACED & COWACTEID PLANS ME DRAWING NO. M-119-111 FOR NON TRAFFIC INSTALLATION. 0) vARm Tim OF INLET & ounu Ammm GIUM7M-S AVAILABLE: 4* 3V FOR CORRUGATED HOPE 2 ir-WFRMMOHALLEEMLIUMNPMAMAMWZEMM M VARIABLE SUNG" DEPTH NYLOPLAST INLINE DRAIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE RON ACCORIONGTOPLANS FRAME A GRATE TO MATCH BASH OD. MATERIAL AS DEFINED IN ASTM D2321. BMDIMG & BACK PI" FOR (Ir MIN. ON r. 24'.10' MIN. ON 30' (4) VARIOUS TYPES OF XET OUTL67ADAPTM fir MN WIDTH GUIDELME 4'iMINONW-2V SABO ON MAUFACTLRNG RM) AVAILABLE. 4*-&rFORC0RRUGA'rEDHDPE I (rMNON3V (ADSK-12MANCORDUALWALL.AOSIfHANCOR Z"' MC MATEIII&I. 313A4ERDNAAVE r&ilrgrANMMOMTEBFrrDitEMYONMUMDROBSE HYLOPLAST HAS PROPRIETARY WITS THERE PT' FMMEWALL), W12 W. PVC SEWER P� SDR 35� ."x 110411 Fffiamuma FAXFq9V4W FVCDWV(0L' SM40),PVCQ0x=. "tMAk TITLE CORJRUGATED&R1BKDPVC Q 5 - n IIFSTAMW GRAIESARE RATED FORLWTDMNVMT 010 ARrICLEHEREMMIKIRTHEDISCLOSDRETOU11HE ::!. (4,!) TWIFICLOAW. 0ONCIRM SLAB DIMENS IONS ARE FOR MINIMUM PIPE BURIAL SCALE 11-40 SHEET I OF I NO fA 70116-11M W HI WATERTIGHTJONT GUIDELINE PURFOMONLY. ACTUAL OCINCRIETE SLAB MUST BE TMBAWLLMATMALSMLOEOMHWSTMORMER PMRUGATED HDPE SHOWN) WALE i= MW 10F G RANUL ARMAIERIAL MEETING THEREQUIRIEJrIENTS OF MAN 11 INVERTACCORDINGTO MAWFACTURER MATERI&AS DEFINED IN ASTM MO. BEWING & UAMUL FOR TRAFFIC LOADING, 9 OTHERA"LICPAE DESIGN FACTORS. PLANSMAKE OFF RECMEWATION SLWAOE DRUPA E INLETS SHALL BE PLACED & COWACTEID RE DRAWING NO, 7U01-1 10-111 FOR NON TRAFFIC INSTALLATION UNIFORMLY IN ACCORDANCE WITH AM 0=11. 0) vARm Tim OF INLET & ounu Ammm GIUM7M-S AVAILABLE: 4* 3V FOR CORRUGATED HOPE 2 ir-WFRMMOHALLEEMLIUMNPMAMAMWZEMM rA1IrSTM0ARV GRATES Fff DREICTLY ONTO DRAW BAUSAITHIHE USE OFAMBMTOP. 8EED11MMONO-71WI-110" !SINGLE WALLL N-12 HP, PVC MM (EX.- 315), 3 MM&4MMlEaW1 MMMUFACTURMA=RDMTOKM DIETNIa MW $EEORAW on" my WIC "Tom swam "=1111 4 FOONNSCUNNUXWMITHESS&KLOONFONTO W&MAST HAS MMETAff RI0HTS THE RECEIPT N-12HPA PYOSEWER (,r- Sn ORPOSSEMMOF7HISPRINTDOESNOTCOMIR DATE 1-23A MVWK OR UCM THE UBE OF THE OEM OR PHN(rMwaa FAX M" 9311411IN N4ast 6 - ADNITM CAN BE MOLINTED ON MY ANGLE 0'TO 36V, M M-M NE IECHNrA MFCRMKTKINSIiOVM HEREIN REMO By me MWIXTN""a MIN MUMANKE BETWWNADAPTIRS SEE WMNQ RO-7WVil0VZ PeROMMU OF THID PRINT ORARY NFMTKM TITLE a - tT - W STAMM GRATES RINI. MW H-20 LOAD RATM CWAINEDH=N.ORNMfAC7M0FANy DATE 3440 DRAIN BASIN WFIIN STANDARD GRINIT I - r A 11rSTANDAROGRATESARE RATED FORLIGHT DMAPPLICATIONS ARTICLEHEJffROKF0RTHED1BC1�=WTOOTHER8 QMWONSTALLMMUETAIL ONLY, NOCONCRETEOMMMEEDED FOR LOff D11TYRIIJING. IS FORO DDEN. WOCEPT BY SIVF C WRMEN -T;z _1"� REY 110" an ku TM F PERMISSION FROM NYLORW. 41= NYLOPLAST INLINE DRAIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE RON GRANULAR MATERIAL MEETING THE REWREMBITS OF CLASS 11 FRAME A GRATE TO MATCH BASH OD. MATERIAL AS DEFINED IN ASTM D2321. BMDIMG & BACK PI" FOR STANDARDS& SITE ENGINEER BEDDING&RACKFLIL FOR SURFACE SURFACE DRAINAGE INLETS SHALL BE RACED & COMPACTED fir MN WIDTH GUIDELME UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - ADAPTMCANDEMMMMONMYMGLEVT036VTODETUME I ACCORDANCE WITH ASTM DMI. 2 - Ir-31IF FWM6HALLBEWCTLE FM PERASTM A5*GRADE "4M. TH8PRNTDMQK-S3UBrCrMATMRWV*" BRAMM SY MC MATEIII&I. 313A4ERDNAAVE r&ilrgrANMMOMTEBFrrDitEMYONMUMDROBSE HYLOPLAST HAS PROPRIETARY WITS THERE PT' SUFORD6 CA305111 B' PAN THICKNESS GUIORINE 110411 Fffiamuma FAXFq9V4W NN Da212 FOR CORRIOATED HOPE "DWIEWNCORDUALWALLI TECHNICA LM40RMATKIN SHOM HEREIN REMOSY NC PRDJWTMWA"E W-3r TITLE 4 - ir -VSTANMW MATES SHALL MEET H-M LOAD M71W. OWAMHOMKORMANUE40UMOPAW DATE 3-18-16 5 - n IIFSTAMW GRAIESARE RATED FORLWTDMNVMT 010 ARrICLEHEREMMIKIRTHEDISCLOSDRETOU11HE ::!. (4,!) TWIFICLOAW. 0ONCIRM SLAB DIMENS IONS ARE FOR MINIMUM PIPE BURIAL SCALE 11-40 SHEET I OF I NO fA 70116-11M W HI PERIIIIISSION RM WILOPLAST. GUIDELINE PURFOMONLY. ACTUAL OCINCRIETE SLAB MUST BE DEPTH PER PIPE �DWNM A WALE i= MW 10F Dmam'wwo INTO wmmwwrm LOCAL SOL CONDITIOW INVERTACCORDINGTO MAWFACTURER TRAFFIC LOADING, 9 OTHERA"LICPAE DESIGN FACTORS. PLANSMAKE OFF RECMEWATION RE DRAWING NO, 7U01-1 10-111 FOR NON TRAFFIC INSTALLATION 0) vARm Tim OF INLET & ounu Ammm AVAILABLE: 4* 3V FOR CORRUGATED HOPE I(= N­12JHANCORDUAL WALL. ADSIHANCOR. !SINGLE WALLL N-12 HP, PVC MM (EX.- 315), IPVC DW (EX: SCH 44 WC CMUCOM CORRIGA71ED& REED PVC WATEOGHTJOINT Z (CORRUGATED HDPE MOM 0-4 THE BACKFILL MATERIAL 9*1 HE CRUSHED STONE OR OTHER DRAINAGE INLETS SHALL BE PLACED &ODWACTED UNIFORMLY IN ACCORDANCE WITH ASTM DW. GRANULAR MATERIAL MEETING THE REWREMBITS OF CLASS 11 MATERIAL AS DEFINED IN ASTM D2321. BMDIMG & BACK PI" FOR STANDARDS& SITE ENGINEER BEDDING&RACKFLIL FOR SURFACE SURFACE DRAINAGE INLETS SHALL BE RACED & COMPACTED THIS PRINT DISCLOM SUN EOTMAITER IN WHICH UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - ADAPTMCANDEMMMMONMYMGLEVT036VTODETUME I ACCORDANCE WITH ASTM DMI. 2 - Ir-31IF FWM6HALLBEWCTLE FM PERASTM A5*GRADE "4M. TH8PRNTDMQK-S3UBrCrMATMRWV*" BRAMM SY MC MATEIII&I. 313A4ERDNAAVE r&ilrgrANMMOMTEBFrrDitEMYONMUMDROBSE HYLOPLAST HAS PROPRIETARY WITS THERE PT' SUFORD6 CA305111 CIVAM NQ ORPOSS8VJMOF7HISMWDOESNOf=MR DAR 3 - MNAGECOhb==SMJONTTCHFWz%"IOOMVRMM TNWIR ORUCMTHEUEEOF THE DIESMOR 110411 Fffiamuma FAXFq9V4W NN Da212 FOR CORRIOATED HOPE "DWIEWNCORDUALWALLI TECHNICA LM40RMATKIN SHOM HEREIN REMOSY NC PRDJWTMWA"E N-12 HP, & PVC SEWER(4'-2q REPIWDucn6mOFTHISPRINrORANYINFORMATM TITLE 4 - ir -VSTANMW MATES SHALL MEET H-M LOAD M71W. OWAMHOMKORMANUE40UMOPAW DATE 3-18-16 5 - n IIFSTAMW GRAIESARE RATED FORLWTDMNVMT 010 ARrICLEHEREMMIKIRTHEDISCLOSDRETOU11HE ::!. II I QMWMMNTALLMMUETAIL ONLY, KOWNCREMCOLLARNEEDED FORLMOMRMW 18 POM DOM B(CEPT BY VECIF 0 WRITIEN SCALE 11-40 SHEET I OF I NO fA 70116-11M W HI PERIIIIISSION RM WILOPLAST. _A 4' MEN ( 61 NUN NON TRAFFIC INSTALLATION DRAIN BASIN eoATexvuso INLINE DRAIN THE BACKFILL MATERIAL SHALL HE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 9 MATERIAL AS DEFINED IN ASTNI OM, GRAS DETERIMINED BY LOCAL STANDARDS i SITE ENGINEER BEDDING &BACKFILL FOR SURFACE THE BACKFILL MATERIAL SHALL BE CRUSHED STONE M OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 DRAINAGE INLETS SHALL BE PLACED &ODWACTED UNIFORMLY IN ACCORDANCE WITH ASTM DW. MATERIAL As DEFINED IN ASTM ow, OR AS ommw BY LOCAL HOPE PIPE STANDARDS& SITE ENGINEER BEDDING&RACKFLIL FOR SURFACE I STRUCTURES &ADAPTERS AVMA8LEWqZESjr_30" THIS PRINT DISCLOM SUN EOTMAITER IN WHICH DRAINAGE INLETS SHALL HE PLACED &COMPACTED UNIFORMLY IN 2 - ADAPTMCANDEMMMMONMYMGLEVT036VTODETUME NYLOPLAST HAS PROPRIETAKYRIGHTS. THEFMrr ACCORDANCE WITH ASTM DMI. 4 � ORPOSI3ESSIONOFTHISPMTDOESNOTOWE% DA71 111" THIS PRINT DISOMM 811113101TIMAITER IN WHICH HYLORWHASPROPROARYMM. THEMCER ORPOSSESSMOFTHISPRINTI)MMMM TRANBFEP,OR LICOSE THE LISEOF THEDE1110NOR TECHNICAL iNFORWTION SHOWN WMIN REPRIDNIVIONOFMI"WORANYINFOWTION DRAWN By CJA us MATERIAL 31MVEMMAVE twom"30512 MV701a"a FAX MW OZ.= RWMMBY 00 PRINIM1110AMAN TITLE A mm"Iffil I% Tuft =kff fW AY SWOL"T" CDNrMGD HOW ORMAfiLFXTLJRECF My ARTICLE HERMICIM, FOR THE =10SUM TO DATE 2-11.16 CRAIMBASIMLINLIMEDRAIN INU111 "TION N FORBMM WEPT BY SMM AIRITIEN PERMISSIONWMN&ORMT. ewe �DWNM A WALE i= MW 10F JDWNC 7001 _110411 REV NOTE: CLEANOUTS SET IN TRAFFIC AREAS TO BE FLUSH ON GRADE 4" PVC PIPE 45° PVC ELBOW WATERTIGHT END PLUG 3 - 8"x20" DEEP PROFILE CHANNEL DRAINS (PART NO. 833) NDS IP PRO SERIES CHANNEL DRAIN CONCRETEMIN.4' DE M---t -Z .0 M-4 Q >4. 4 -'F #3 REBAR x iTLUNG. TO SECURE LATERAL CHANNEL MOVEMENT BRICK LOCATIONS. 3.0 STORMWATER CLEANOUTS 3 8"x20" PEDESTRIAN TRAFFIC CHANNEL GRATES (PART NO. 836) -NDS 8" PRO SERIES CHANNEL DRAIN GRATE W1 U V INN WOR - RECESS CHANNEL FRC7M TOP OF CONCRETE EXPANMONJOWr SLOPE 4 4 4. Q. .4' .4< MEE MEEMEHIE11- HEIIIE COWACTED 6031. DRILLFLANGF-ANI)WIR ETIE REUR TO GRANNEL 2 - 8" DEEP PROFILE END CAPS/3"8,4" S&D SPIT KNOCK OUT END OUTLET ((PART NO. 834) NOTE: • CHANNELS TO BE INSTALLED WMI GRATE GRATE TO BE PROTECTED FROM CONCUM POUR. • SELECTED GRATE IS ADA COMPLIANT/HEEL PROOF 1;6v -E FUTNATEA IN ITS PLACE NDS 80 PRO SERIES CHANNEr TYPICAL INSTALLM ION. 0171 it U1,81:1 I I I I Z 1:1111-'12 1 &IRRIMpi 270MG--X 271IQW__x 2712AG__X 2715AG__X 2718AG--X 2724AG__X 2730AG--X TYPICAL INSTALLATIONS TYPM INSTALLATION OF NYLOPLAST DRAM BASH AND INLINE DRAT DRAIN BASIN (3) VARIABLE ELEVATION INLINE DRAIN i: TO ENTERAN EASTING LINE ATTHEREMNNOOFADIRMLINE USING AN ELBOW& RISER 10" (LINE DRAIN 75 fl CLEANOUT CAP. CLEANOUTS LOCATED IN GRAVEL DRIVE OR PARKING AREA TO BE TRAFFIC LOADED. ALL OTHER CLEANOUT CAPS TO BE PVC. REDUCING WYE, STORMWATER MAIN (SIZE VARIES) TO 4" PVC i? DRAW BASIN (2) INLETAOUTLET ADAPTERS CAN BE PUTON ANYAN= WATERTIGHT ADAPTERS AVAILABLE 10' INLINE DRAM FOR MOST COMMON PLASTIC PING SYSTEMS WHEN ARE DRAIN BASINS USED? 2808AG X 4 FOR SHALLOW 2610AG X 1: TO CHANGE ELEVATION 2: TO CHANGE PPE DIAMETER 3: TO CHANGE PIPE TYPE 51 TO CHANGE DIRECTION 2812AG--X APPLICATIONS 2816M--X 2018M--X 2824AG__X 283W--X STORMWATER MAIN LINE, SIZE VARIES N.T.S. 24" RISER OUTLET NYLOPLAST DRAIN BASIN TOP 540.26 INV. OUT 535.75 8" ORIFICE TO FACE POND - PROVIDE TRASH RACK INIV. 538.25 BIORETENTION SURF 1111 4 PLASTIC SOLUTIONS PYRAMID TRASH RACK WINCHESTER, VA (877) 877-5727 -- TRASH RACK 2 SWIM POND RISER OUTLET 3.0) SHEET FLOW NON WOVEN GEOTEXTILE FABRIC TO LINE TRENCH ALL SIDES # 57 STONE 10" SMOOTH INTERIOR PERFORATED HDPE PIPE WRAPPED WITH FILTER FABRIC. (MIN. 20 - a" 4 # 0, HOLES PER LF OP EQUIV.) 2' BERM ELEV. 541.76 -1-00 YR STORM EVENT ELEV 540.63 15" HDPE (CORRUGATED EXTERIOR SMOOTH INTERIOR) OUTLET PIPE 24.5 LF @ 1.02% UPPER INV. 635.75 LOWER INV. 535.50 CONC. RISER BASE MIN. DIM. 4X4'X1' GRAVEL DRIVE LANE V 29 SHEET FLOW N UNDISTURBED SOIL Z 9 11-611 MIN. INFILTRATION TRENCH #57 STONE TO ACT AkS SEDIMENT BARRIER LARGE GABION STONE, 4" - 8" AVERAGE SIZE NON-WOVEN GE"OTEXTILE FABRIC UNDISTURBED SOIL OR COMPACTED FILL -I 3.0) 3' SECTION VIEW N.T.S. ELEV 540.00 BIOFILTER SURFACE 538.25 ELEV 537.00 ^"V X TD kGES GABION CAGE WALL N.T.S. (D U Z CL CORRUGATED SMOOTH WALL HOPE PIPE PVC I STRUCTURES &ADAPTERS AVMA8LEWqZESjr_30" THIS PRINT DISCLOM SUN EOTMAITER IN WHICH ORAfIYNBY Am MATSUAI. 2 - ADAPTMCANDEMMMMONMYMGLEVT036VTODETUME NYLOPLAST HAS PROPRIETAKYRIGHTS. THEFMrr 0 4 � ORPOSI3ESSIONOFTHISPMTDOESNOTOWE% DA71 111" 3 - DRAIN BASIN TO BE CUSM MUMFLIREDAWORUMS 70 RAN OFrALS TRAMFER OR UMM THE LEE OF THE DENGH OR RISERS ARE NEECED FOR BASINS OVER W DUE TO SHIMM RFMCTOM TECHNJCAL IN FORMATION SHOWN HEREN Rffvm BY MC NWXT ROAM 0EEDRhWMGN0.W-11M A mm"Iffil I% Tuft =kff fW AY SWOL"T" ' STORMWATER MAIN LINE, SIZE VARIES N.T.S. 24" RISER OUTLET NYLOPLAST DRAIN BASIN TOP 540.26 INV. OUT 535.75 8" ORIFICE TO FACE POND - PROVIDE TRASH RACK INIV. 538.25 BIORETENTION SURF 1111 4 PLASTIC SOLUTIONS PYRAMID TRASH RACK WINCHESTER, VA (877) 877-5727 -- TRASH RACK 2 SWIM POND RISER OUTLET 3.0) SHEET FLOW NON WOVEN GEOTEXTILE FABRIC TO LINE TRENCH ALL SIDES # 57 STONE 10" SMOOTH INTERIOR PERFORATED HDPE PIPE WRAPPED WITH FILTER FABRIC. (MIN. 20 - a" 4 # 0, HOLES PER LF OP EQUIV.) 2' BERM ELEV. 541.76 -1-00 YR STORM EVENT ELEV 540.63 15" HDPE (CORRUGATED EXTERIOR SMOOTH INTERIOR) OUTLET PIPE 24.5 LF @ 1.02% UPPER INV. 635.75 LOWER INV. 535.50 CONC. RISER BASE MIN. DIM. 4X4'X1' GRAVEL DRIVE LANE V 29 SHEET FLOW N UNDISTURBED SOIL Z 9 11-611 MIN. INFILTRATION TRENCH #57 STONE TO ACT AkS SEDIMENT BARRIER LARGE GABION STONE, 4" - 8" AVERAGE SIZE NON-WOVEN GE"OTEXTILE FABRIC UNDISTURBED SOIL OR COMPACTED FILL -I 3.0) 3' SECTION VIEW N.T.S. ELEV 540.00 BIOFILTER SURFACE 538.25 ELEV 537.00 ^"V X TD kGES GABION CAGE WALL N.T.S. (D U Z CL C6 W Z W 0 t? 0N 0­4 1­ D 0 j 0 4 � WZ 0 Z M Z W Cn ' 1,4 U Z 0-4 Z 0 Hi OF � S EVEN L R NO. 019933 SCALE: ISSUED: 10-31-2012 DRAWN: ATE DESIGN: ATE CHECKED: SLD REVISIONS: 1. 08-07-2013 THIS SHEET ADDED AN rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plum) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a authorization of Terra Engineering third party without first written and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C4ol J.N. 1204