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HomeMy WebLinkAboutWPO201300004 Plan - Approved 2013-01-161�:1� PLA N NOTES: GENERAL 1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 3. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 4. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON - EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 6. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE -SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER ". 8. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, -ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 10. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 12. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. 13. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA. LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 14. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. THE PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARDS SBA. 15. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13' -6 ". 16. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 75,000 lbs. 1% lip M01 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. IXDXEVIS 1 ®NS AJIEDP'ILDX OVALS 1. 06 -17 -2013 PER AGENCY COMMENTS DEPARTMENT OF COMMUNITY DEVELOPMENT DATED 03 -07 -13 2. 08-01 -2013 WPO RESUHMITTAL PLANNER DATE ENGINEER DATE INSPECTIONS DATE DEPARTMENT OF FIRE RESCUE DATE VIRGINIA DOT DATE HEALTH DEPARTMENT DATE FIRM TERRA ENGINEERING AND LAND SOLUTIONS, PG CIVIL ENGINEERS ]PLANNERS LAND SURVEYORS 2374 STUARTS DRAFT HIGHWAY STUARTS DRAFT, VIRGINIA 22902 PH. 540 - 337 -4591 FAX 540 - 337 -5291 DATE: 10-31 -2012 SURVEY & TOPOGRAPHY 1. TOPOGRAPHIC SURVEY PREPARED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC, CHARLOTTESVILLE, VIRGINIA, JANUARY 15, 2008 WITH A SUPPLEMENTAL SURVEY PERFORMED JUNE 26, 2012. SITE FEATURES VISUALLY VERIFIED WITHIN LAST YEAR. 2. SURVEY DATUM: VERTICAL NAVD'88 3. BASIS OF BEARINGS: VASP GRID NORTH, VA SOUTH ZONE, NAD'83. 4. NO TITLE REPORT FURNISHED. OTHER EASEMENTS, ETC. MAY AFFECT PROPERTY. 5. BOUNDARY LINES AND PARCEL AREAS SHOWN ARE BASED ON CORNERS FOUND AND PLAT OF RECORD IN DB 383, PG 495. 6. PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION'R BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP. NO. 51003CO260D, WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005, FOR COMMUNITY NO. 510006, IN ALBEMARLE COUNTY, VIRGINIA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS LOCATED. CONDITIONS OF SPECIAL USE PERMIT SP20100010 1. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN TITLED "SPECIAL USE PERMIT'IVY CREEK UNITED METHODIST CHURCH OVERALL LAYOUT AND GRADING "' PREPARED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC AND DATED (LAST REVISED) FEBRUARY 3, 2011 ((HEREAFTER "CONCEPTUAL PLAN "), AS DETERMINED BY THE DIRECTOR OF'PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS WITHIN THE DEVELOPMENT ESSENTIAL TO THE DESIGN OF THE DEVELOPMENT, AS SHOWN ON THE CONCEPTUAL PLAN * LIMITS OF DISTURBANCE * LOCATION OF BUILDINGS AND STRUCTURES * LOCATION OF PARKING AREAS, EXCEPT THAT THE PARKING AREA MAY BE MODIFIED TO ALLOW FOR THE PRESERVATION OF LARGE TREES * PERMANENTLY CLOSING DRIVEWAY CLOSEST TO CEMETERY MINOR MODIFICATIONS TO THE PLAN, WHICH DO NOT CONFLICT WITH THE ELEMENTS ABOVE, MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE; 2. THE AREA OF ASSEMBLY SHALL BE LIMITED TO A MAXIMUM ONE THOUSAND, SIX HUNDRED (1,600) SQUARE FEET; 3. ALL OUTDOOR LIGHTING SHALL BE ONLY FULL CUT -OFF FIXTURES AND SHIELDED TO REFLECT LIGHT AWAY FROM ALL ABUTTING PROPERTIES. A LIGHTING PLAN LIMITING LIGHT LEVELS AT ALL PROPERTY LINES TO NO GREATER THAN 0.3 FOOT CANDLES SHALL BE SUBMITTED TO THE ZONING ADMINISTRATOR OR THEIR DESIGNEE FOR APPROVAL; 4. REMOVAL OF TREES SHALL BE LIMITED TO THE TREES DESIGNATED FOR REMOVAL, AS SHOWN ON THE CONCEPTUAL PLAN, AND THE MINIMUM NUMBER OF TREES MAY BE REQUIRED TO BE REMOVED BY THE HEALTH DEPARTMENT FOR THE SEPTIC SYSTEM. TREE PROTECTION MEASURES FOR REMAINING TREES WITHIN THE CONSTRUCTION AREA INCLUDING THE ALL PARKING; FELLOWSHIP HALL BUILDING SHALL BE REQUIRED ON THE EROSION AND SEDIMENT CONTROL PLAN IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY; 5. APPROVAL OF A SITE PLAN OR SITE PLAN WAIVER SHALL BE REQUIRED; 6. APPROVAL FROM THE HEALTH DEPARTMENT FOR THE SEPTIC SYSTEM AND WELL SHALL BE REQUIRED PRIOR TO APPROVAL OF AN ISSUANCE OF A BUILDING PERMIT; 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 8. THERE SHALL BE NO DAY CARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT APPROVAL OF A SEPARATE SPECIAL USE PERMIT. VICINITY INITY MAP 1v9- 20009 SITE 0 /A Q ru i LU REAS FORD ROAD OO40 J STATE ROUTE 660 S'T,Q tips, O sus w co 29 SOP IL ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). -WATER AND SEWER 1. PLAN IS SUBJECT TO REVIEW AND APPROVAL BY HEALTH DEPARTMENT. 2. WORK SHALL BE SUBJECT TO INSPECTION BY COUNTY OF ALBEMARLE INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 4. ALL WATER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER 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. 7. WATER LINES MUST MAINTAIN A 5' HORIZONTAL SEPARATION FROM SANITARY SEWER LINES. 8. WATER LINES CROSSING SANITARY SEWER LINES MUST MAINTAIN A MINIMUM OF 18" BETWEEN BOTTOM OF WATER LINE AND TOP OF SEWER. ALL WATER LINES THAT CROSS STORM DRAIN PIPE, MUST MAINTAIN 12" VERTICAL SEPARATION. 9. ALL WATER LINE MATERIAL TO BE AS SPECIFIED ON PLANS. LEGEND W WATER LINE (EX. / PROP.) UGE +OHT UNDERGROUND ELECTRIC AND OVERHEAD COMM. WV ® WM Q WATER VALVE / METER - OHE + OHT - OVERHEAD ELECTRIC AND OVERHEAD COMM. FHA (� FIRE HYDRANT - -•- BOUNDARY/ RIGHT -OF -WAY LINE YH b YARD HYDRANT I.F. IRON PIN FOUND BOA ® BLOW -OFF ASSEMBLY I.S. IRON PIN SET S SANITARY SEWER LINE (EX. ! PROP.) - - SETBACK LINE CO O CLEANOUT - - - - - - - EASEMENT LIMITS MH MANHOLE - - - - CENTERLINE _ - STORM LINE (EX. / PROP.) - - - - - CONTOUR LINE (EX. / PROP.) DI / CDI F-'_0_1 DROP INLET / CURB DROP INLET 3:1- F- 2.50 % - DEGREE / DIRECTION OF SLOPE YD N YARD DRAIN +479.70 SPOT ELEVATION DSO DOWNSPOUT HP HIGH POINT G GAS LINE (EX. / PROP.) LP LOW POINT GV® GMO GAS VALVE! METER '" " `' "' �.y��� DITCH WITH LINING OHE OVERHEAD ELECTRIC (EX. / PROP.) - • . - • • • - DITCH / SWALE UGE UNDERGROUND ELECTRIC (EX. I PROP.) ==:: WATER COURSE UP-O' UTILITY POLE BM* BENCHMARK RES LP -(� LIGHT POLE CG -2 VDOT STD. HEADER CURB GUY o' GUY WIRE CG -6 VDOT STD. CURB & GUTTER NAM EM d ELECTRIC METER CG -12 VDOT STD. HANDICAP RAMP QT TRANSFORMER HC HANDICAP PARKING SYMBOL PHO OHT OVERHEAD COMMUNICATIONS DIP DUCTILE IRON PIPE CER UGT UNDERGROUND COMMUNICATIONS RCP REINFORCED CONCRETE PIPE PED ❑ UTILITY PEDESTAL CMP CORRUGATED METAL PIPE EXPI FES FLARED END SECTION PVC POLYVINYLCHLORIDE PIPE TBS TO BE SAVED HDPE HIGH - DENSITY POLYETHYLINE PIPE // TBR TO BE REMOVED FFE FINISHED FLOOR ELEVATION I') Iawkel i PROJECT NAME: TAX MAP / PARCEL NO: EXISTING ZONING: PROPOSED ZONING: ZONING SURROUNDING LOTS: WAIVER/VARIANCES/ PROFFERS: MAGISTERIAL DISTRICT: WATERSHED: 0 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 1412.15(a) 2. CURB & GUTTER REQM'TS SECTION 14.12.15(g) 3. TRAVELWAY REDUCTION: SECTION, 1412.17(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) PROPERTY SIZE: ' 2.973 ACRES (CHURCH: 1.624 ACRES, PARSONAGE 1.349 ACRES) PROPERTY ADDRESS: CHURCH: 674 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 PARSONAGE: 684 WOODLANDS ROAD, CHARLOTTESVILLE, VA 22901 NEIGHBORHOOD: PROJECT BREAKDOWN: CURRENT USE: PROPOSED USE: PARKING: REQUIRED: PROVIDED: RURAL 7 CHURCH CHURCH 41 (BASED ON PARKING STUDY OF 9/27/10, 10% EXPECTED GROWTH) 42 INCL. 2 HANDICAP ACCESSIBLE ITE TRIP GENERATION 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. LANDSCAPE: REQUIRED: PROVIDED: IMPERVIOUS COVER: MAXIMUM: PARKING & VEHICLE CIRCULATION: BUILDING HEIGHT: MAXIMUM: PROPOSED: SETBACKS AND YARDS: FRONT: SIDE: REAR: DEVELOPER: PROPERTY OWNER: SHEET INDEX 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) APPROVED 35' b the Albemarle County 32.3' i ffil�i�ltiliV 0eviplapment Department rE�'� F`tr __ FIN - 75' 25' 50' IVY CREEK UNITED METHODIST CHU 674 WOODLANDS ROAD CHARLOTTESVILLE, VA 22901 IVY CREEK UNITED METHODIST C 674 WOODLANDS ROAD CHARLOTTESVILLE, VA 22901 This copy of the approved plan is reserved for the official files of Albernarle County. Please do not remove thi- elan from the file. SHEETC10 ..................................................................... ............................... ..... ..................... ......... ............... COVER SHEET SHEET C20 ................................................ ............................... .......................EXISTING CONDITIONS & DEMOLITION PLAN SHEETC3.1 ............................................................................................ .........� . .................... SHEET C5:0 .................EROSION & SEDIMENT CONTROL /STORMWATER MANAGEMENT PLAN SHEET C6.0 ..................................................... ............................... ........................EROSION &.SEDIMENT CONTROL DETAILS SHEET C70 ................................. ............................... ...........STORMWATER MANAGEMENT DETAILS PONSIBLE LAND DISTURBER (RLD) E: MARC W MORROW 757- 735 -3195 NE # : TIFICATE #: 36779 RATION DATE: 11/21/2014 THOFG� I �- TEVEN L. NO. 019933 o� 9.r -/3 ��ss _ l ONAL SHEET O clo J.N. 1204 OF 5 DEMOLITION NOTES: 1. ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH THE CURRENT INTERNATIONAL FIRE CODE. ALL TREES TO BE REMOVED 2. SEE EROSION AND SEDIMENT CONTROL PLAN FOR ADDITIONAL NOTES. ARE LABELED AS SUCH: TBR 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 ALL OTHER TREES ARE TO REMAIN REMAINING PIPING SHALL BE PROPERLY CAPPED. ABANDONED TAX MAP 44, PARCEL 12 UNDERGROUND PIPING MAY BE LEFT IN PLACE UNLESS IT INTERFERES WITH NEW WORK OR IS SHOWN OR SPECIFIED TO BE REMOVED. FOR Now or Formerly WATER LINES, SAW CUT ENDS AND FILL ENDS WITH FOAM TO PROVIDE EDGEMONT FARM LLLP, WATERTIGHT SEAL OR AS DIRECTED BY CITY REPRESENTATIVES. C/O MARTHA RIVIERE 5. SANITARY SEWERS DESIGNATED TO BE ABANDONED, BUT NOT REMOVED, DB 2744 PG 473 SHALL BE EXCAVATED AT THE MAIN, CUT AND PROPERLY CAPPED OR PLUGGED AT ALL OPEN ENDS. DB 2744 PG 465 ABANDONED SEPTIC TANK OR ZONED RA CESS POOL. (EXACT LOCATION UNKNOWN) RAVEL DR / CE EXISTING GAS LINE TO BE WOVEN WIRE FEN REMOVED OR ABANDONED IN PLACE ~' 550 —\ o\ TBR \ .� ` _ Q 1478 049,46„E r 35� ACK T / / \ WOVEN WIRE N� xr/11 _ _ I —UMP HOUSE _ __ T1 \ �_ I , . - � / t SETgA 36" WO /'36' DL �- 27" W0 / 30' DL -WHEEL STOPS / I r 36",W / 3 / / / / `1�( TO BE RELOCAT \ \ TB / / /34" POP r /f I I // // // / / / / / — — — 1 STBVIL0,NG I ri1 C \ 18 � STOOPS (TYP.) WHEEL WOOD x--- _ -- °-• ~\\ ` ` - - -�/ 321 W0/ / / / /ST I / HE MP / /� 1`�► �� \ FENCE POST / 10�FItG�KORY o ` / FOUND / / / `. / / / / / / / STEP S1 I M I I \ GE 494 Ef) 500\<,38_ OOK 383 IRON PIN FOUND Z 1� oo-11 1� WOOD G FENCE POST FOUND NOTE SEE TAX MAP 44, PARCEL 12 _�- o Now or Formerly zl EDGEMONT FARM LLLP, C/O MARTHA RIVIERE DB 2744 PG 473 z DB 2744 PG 465 m ZONED RA X LT �0 O �' \ —s/ / / / � /-� / / EWER / 2 STORYVILQjvAG l � .�j� _ 1-1 \ REMOVEDGORABANDONED CEMETERY rn o 32'IWO ( // 11 � / TBR / / 24�' BOX�WppL7 / / ti11�1 --- TO BE REMOVED YHA SO S UpY \, IN PLACE o N I I I / o , - �''T / / / / _ _ _ - - FEE / �l/ BUSH'" -- � J / / � 555.67 �R \� 1`" II I BUSH IPER� / GOQ / � i � � 3:g�� // `/ / � / / I OQ� •_ _ /, — _ 2' POPI/AR Y SGH 1 / I \ \ I I so WG ELECTRIC � ON . r ELECTRIC ETER 42" WO / 30' DL \ 032" WO, / d ( /I / gU1l D LVICE FEED j1_ AD j GM � 5 / 'BUSH / / /I I F 554 -96 /I / RAVEL CEMETERY I / 6" CI ORY / �C�� / — _ / / i i ( 1 'I . / \ \ PARKING \ ENTRANCE X. DISTRIBUTION OEBE REMOVED CHERRY BOX & DRAIN LINES 24" POPLAR., 26" OPLAR " / / �� AND TRANSPLANTED \ \ U \ \ \ 1 PPG xQ�� 1 TO BE ABANDONED / P ' / l / 4" WC / 9' DL \ CONC. WHEEL, 6" DOGWOOD, / / IN PLACE __28'-POPLAR / f I TgFt) ON SITE \ 0 22 ONE 1 BL / / _ — SHRUBS l 1- STOPS (TYP.) \ \ / / / / LAWN - — — _. 24" P� ,YA / / / l � , � ____7 ,a" - � _ • �, " ^ H ' OFtY \ TAR Q/ 1ST 1s" PL / / / � � TMP 44 -12H � � / / / , / I I i 1 _wvt SIDEwAL / / _ -� 1.10 ACRES ��' // / / l i 1 I �` /, 4'oj/ // SIGNi ��I / / ✓ / / / , POIST \ \ 2" DW16 tZL, TREE LINE --✓ / / / / v� . ! I / \ DBL 545 EX. SPLITTER BOX / /26 W9 / / , / AND SEPTIC LINES TO BT= ABANDONED CONC. WHEEL ,��k0 IN PLACE / / / I I -14: 1 - -�" 1 \ \ 0 / \ I M l \ STOPS (TYP.) / /x APVROX. LOCATION 32" WO / 33' DL N N {. 1� �" 1 HC IGN — / C/j I TREE pNGRE� POST\ \ /ICF 4J / I / EXISTING 1250' GAL \` SEPTIC TANK i /J �'t , INI IN / / d \ . a I �.: 1 / / y� / Y EX. 4 - 70' TO 75'�SEPTIC 1.5" WC / 3' DL TM PI 44 -14 ' ' , s x0 / LINES (APPROX. LOC.) 28' WO / � � � �/ 1.87 ACRES I / / I \. C :� �;, /o ,x E STEPS r — / / / / i I \ 24" WO / 28' DLI I �� DRIVE I/ / ) / / <O GRp•Ve%- / / W // / 1 / DB'W /9'DL, I BM .559.60 I // / �% / ,tr / / // I // ) / / / KING / N/ CONC. WALK taa 155 / / aGK;" tv_ I o / / p PAR / 24" WO ! 28' DL O cn / / / pQ�: do — / MApt�CE / / '� / GRASS IAwN °" W°/ m� / Ncv / _ —1 I / / / / / / I MULCH & /" / Cad / j / /'BRICK 16" PINE / // f / / / / SHRUBS / 4" DW ! 5' t�L / / RETAININQ — — _TB / / / / �- / ( / / / k0'C� / / / (o 6 _WALL— — / / / / / SIGN pN� DISTRIBUTION g MEN _ TB 4 / _ / POST / / / / C- — / BOX(APPROX!LOC.) i 1 SAO V� gNS ONp.GE / LP p ,d / / h / // �� // / / / o �/ / / �� \NINV 01 F5 �111M - ---- -TBR �� \ // hh / /_ S E EXISTING 1,000 i GNVR FE �����! 3� / I 24' W0 /2T DL 1 I GALLON EPTIC TANK �- w- m ' (,APPROX. L�.r ✓ / / s 55 / GRAVEL LOT -w- 'TREE B z/ ��/ /// Off/ // u. j // CONCRETE \� o �/ /// // �0y� UP�J STOOP E �� NkQ�� 1y // / r1 V0 / — / / 4" TREE / — C / \ _ ��� ,1 / m G Q / / / \\ 40 "OAK I I // i ON �! / // NG / \ O N �I P S �2. QO > LPY / / /r /ON�kQ / -� O�O `' SHRUB LINE �� j OO� UP 36" OA j - / Jam' r (6 *24- GJ�� OAK UP TAX MAP 44, PARCEL 12 30" OAK / / I / / ° 952`E Now or Formerly ; I 44" OAK, y / / I LOS EDGEMONT FARM LLLP, /; ►i� _ oet - - , , - '� N�*" TO BE - OCATED C/O MARTHA RIVIERE / I - - - _ - - _ 12" MAGNOLIA / /Q/ DB 2744 PG 473 DB 2744 PG 465 I ZONED RA PAPERBOX /0 MAILBOX I� POS T / .POSTS UP OHE�___ GUY /- �� UP GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. NOTES: 1. THERE ARE NO CRITICAL SLOPES PRESENT ON THIS SITE. THIS IS CONFIRMED USING THE SURVEY DATA PROVIDED ALONG WITH CRITICAL SLOPE DATA AS SHOWN ON THE ALBERMARLE COUNTY GIS WEBSITE FOR THE PARCELS BEING DEVELOPED. 2. ALL UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL ON HIS OWN INTIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. RELOCATE EXISTING WHEEL STOPS AS AVAILABLE. 4. FUTURE GAS & WATER EASEMENT(S) TO BE PROVIDED BY CHURCH TO TMP 44 -12 UPON REQUEST AND LOCATION SPECIFIED BY TMP 44 -12 OWNER(S). DEED BOOK 383 PAGE 494. 5. PROPERTY SUBJECT TO ELECTRI CITE LE PHONE EASEMENTS AND RIGHT -OF -WAYS, GRANTED TO VIRGINIA PUBLIC SERVICE COMPANY IN DEED BOOK 227, PAGE 240, DATED 2 -28 -1935 AND DEED BOOK 227, PAGE 243, DATED 2 -21 -1935. UP t— f z a W f_ • H OF � I�, U TEVEN L. DRtV R NO. 019933 O / • 13 ICNAL� SCALE: 19 = 20' ISSUED: 10 -31 -2012 DRAWN: ATE DESIGN: ATE CHECKED: S]LO 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 fornt 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 third party without fist written authorization of Terra Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEEP J.N. C2,,O 1204 OF 5 Seeding Schedule TEMPORARY SEEDING: 1. TEMPORARY VEGETATIVE COVER IS TO BE ESTABLISHED ON ROUGH GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS. 2. AREAS INCLUDE DENUDED AREAS, SOIL STOCKPILES, DIKES, SIDES OF SEDIMENT BASINS, TEMPORARY ROAD BANKS, CUT SLOPES, ETC. 3. ALL AREAS WHICH ARE TO BE TEMPORARILY SEEDED SHALL BE SEEDED IN ACCORDANCE WITH MINIMUM STANDARDS NO. 1, AND SHALL BE SEEDED WITH ANNUAL RYE GRASS AT 1 -1/2 LBS /1,000 SQ. FT. (INCLUDING LIMING, MULCHING, FERTILIZING AS REQUIRED). TRAP NO. 1 (MINIMUM REQ.) A = 1.47 AC. ELEV. L W D Z BOTT 38 12 INV. IN (UPPER) INV. OUT (LOWER) 4.0 1 WET /DRY 46 20 12" Y.D. 556.40 2.5 1 DRY /WEIR 51 25 WEIR 8.8 3.0 ELEV. 540.5 NOTE: SEDIMENT TRAP CAN BE SHAPED TO MATCH PROPOSED BIORETENTION FILTER. CONTRACTOR TO VERIFY STORAGE CAPACITY MEETS SEDIMENT TRAP DESIGN VOLUMES. *N CAGE WALL _ /T r r �bI ), SEDIMENT g/ �-� S FOREBAY (110 SF 5//// /� g / 545 DA eT EDIME�t T-,- / P 1.47 CJRES � -' - LIMITS O � � I / PERMANENT SEEDING: 1. ALL AREAS DISTURBED BY CONSTRUCTION, EXCEPT AREAS DESIGNATED FOR TEMPORARY SEEDING, WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. 2. UNLESS OTHERWISE SPECIFIED, PERMANENT SEEDING WILL BE DONE WITH KENTUCKY 31 FESCUE AND A NURSE CROP OF ANNUAL RYE (INCLUDING LIMING, MULCHING AND FERTILIZING AS REQUIRED) ACCORDING TO E &S STD. AND SPEC. 3.32 OF THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. DISTURBAN, E a / m 4.4 / / d /, ° � I /-\ // /// ' / v SOIL CLASSIFICATION _ - DIVIDE pY+ T 0 20 GRAPHIC SCALE 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. CONTRACTOR TO CONNECT ALL ROOF DOWNSPOUTS OF PROPOSED & EXISTING STRUCTURES TO PROP. STORM DRAIN SYSTEM AS SHOWN SF / � 2 / 1 � / I 1111!/ „n ROOF DOWNSPOUT, TYP. i l / SF WELL W.Motmat'l ma f�/ � ►;/f. y GENERAL CONSTRUCTION NOTES FOR E +S C 1. THE PLAN APPROVING AUTHORITY (MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO ALL TREES SHOWN ON THIS THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. SHEET ARE TO BE SAVED 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING �•I'� \'. ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. --"' 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL'MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL "49'46"E f, t SETVazl EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE i 362.00 3� MADE IMMEDIATELY. X 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. SF 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 1 Ot SE�gpCK -- 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. ' 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC ' STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER ' MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. A 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS \ SF OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO '\ CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE: SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. S 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE 1A SHALL BE APPLIED AT 90LBS /10001SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR -V IP ° \ - �� 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT ¢ /,' \ �• • _ / FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IP / .ta /� \� ` IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, TP WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. aa-i� t _ TP / 1/ I � •, � -�� 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER a' \. ' \\ PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND 4. - 111 1 / DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION-ORDINANCE SECTION 17 -2076) BMI 559.60 36B // GO N/ CONC. WALK / / / t / / o O 0 / / TP / °, ST ®IXDXM WATE MANAGEME T N®TES X 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION / OF DAMS. \`! / 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT / SF FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. / / O T \NO �'/ X01' //� MAP UNIT SYMBOL MAP UNIT NAME 14C CHESTER LOAM, 7 TO 15 PERCENT SLOPES a 36B HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES o g'S NOTE: 1. ALL YARD DRAINS TO BE 12" NYLOPLAST INLINE DRAINS OR DRAIN BASINS 2. ALL STORM DRAIN PIPE & FITTINGS TO BE THICKWALL (MEETING SDR 26) HDPE PIPE (SMOOTH EXTERIOR, SMOOTH INTERIOR), E&S Legend UNLESS OTHERWISE NOTED. CE CONSTRUCTION ENTRANCE OP OUTLET PROTECTION E. & S. STD. & SPEC. NO. 3.02 E. & S. STD. & SPEC. NO. 3.18 CR CR E. & S STRD.A& SPEC. STABILIZAT 3.03N TO TO E. & S. STD. SPEC. NO. 3.30 -X-X- SF E. & S. STD. & SPEC. NO. 3.05 TS TS ETEMPORARY & S. STD. & SPECN O. 3.31 IP E. & S. STD•& SPEC. NO. 3.07 PS PS EE& SA STD. & SEPECI NO. 3.32 - �- --�- DD ETEMPORARY & S. STD. & SPEC. DIVERSION NO. . TECTION 9E TP TP E & S STD. & SPEC NO. 38 _ ST TEMPORARY SEDIMENT TRAP DUST CONTROL DC DC E. & S. STD. &SPEC. N0.3.39 E. & S. STD. &SPEC. N0.3.13 �■ �. CONSTRUCTION LIMITS CONTRACTOR PARKING & STAGING -----DA --.-DA A DRAINAGE AREA 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 - - - - -- 551.75 549.4 65.5 LF 3.6% 6" HDPE SD #8 C.O. 551.0 STANDARD SD #9 PIPE -- --- 548.90 545.15 54515 543.4 55 LF 38.5 LF 6.8 % 4.5% 8 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 1 C.O. 559.1 - --- -- --- - - - -- - -- -- STANDARD = STORM DRAIN PIPE ® = STORM DRAIN STRUCTURE 0 U Z (L R U W o Z W C3 'jj 0 to Cf) M s' UQ t N U1 ca rye w W H OF L� S EVEN L. DRIVER NO. 019933 ��sSjOIVAL ��� 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 -01 -2013 WEO RESUBMTTTAL 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 Terra 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 C5oO J.N. izoa OF 5. TEMPORARY SEDIMENT TRAP DESIGN calculations based on a rectangular basin 1.5 0.5 2.0 srONEI&EIR REBUILD 2.0 2.5 1.5 AS NECESSARY J) Enter Project Name: 2.5 BERM BERM E Ivy Creek United Methodist Church j2) Enter Project No.: I 3.0 4.5 3.5 4.0 1204 , 3) Enter trap identification number: DEVICE oust EF PRaremoill ENERGY DISSIPATER -- STORM WKIER C14ANNEL N Pr r OPERATION 1 4) Enter additional trap identification (e.g. centerline stationing): N/A 5) Enter area draining into trap (AC) (<3.0):- - -required 'FOP or SIDE SLOPE REGRADED TO 3: (MAX) 1.47 storage (CY): [j� istorage required (CF): 1971 53181 UNDFRURALN GRAVEL wi%frco I+t3, I wet storage required (CF): I dry storage required (CF): ORIGINAL SILT VIRAPPED TPAP 510ESLOPE t IN FILTER FA13RLC 26591 265911 TO SEDIMENT [I'RAPHN(; '6) Enter depth of excavation (ft) (< 2% PRO F1 LE F-wr[I FILL. 7) Enter side slopes of excavated wet storage area( :1): F NUf E: 1.00 area of top of wet storage (1st try) (SF): Ist try width of wet storage (ft): 782 191 CLEAN -OAFS %VILL N0`r EXCEED TOP OF BERM 50 FEET, CL:-A*QIJT 6" to T WIWAT WEIR 5 1st try length of wet storage (ft): F011A' 7 - - - - - - - - - - - - - - - - - - - 6" NON-11R )RArEco PVC PIPE @ 1% MIN. SLOPE - 20 it, O.Cl LOAM OR GRANULAR EARFHFILL PIP6, @ 1% t RmArlm' SL PERreiE I E 'LOPE CROSS SECTION 1, 411 ,8yEnt6r a new value forwidth: NO SCALE 20.00 �9) Entera new value for length: I top area based on new width& length (SF): lbofforn area (SF): 1 920, 4561 46.00 I average area (bottom, top) (SF): 688F_ on average area (CF): 2752 volume required (CF): 1 2659 okay? YES 10) Repeat steps (8) and (9) until volume requirement is exceeded and dry storage I/w => 2. DRY STORAGE OPTIMIZATION 11) Enter H(0), which is also D(2) (ft) (0.5<=H(0)<=4.0): 2.50 112) Enter side slopes of dry storage volume (_:1): width of b a sin (ft): length of basin (ft): F 25 51 1.00 dry storage IAv.- r 2.04 volume based on average area (CF): 2744 dry storage volume required (CF): _ okay? 2659 YES FINAL BASIN DESIGN INFORMATION TRAP I (ELEVATION L _ AREA = W 1.47 Ac. D Z BOTT WET 46 12 20 4.0 11.0 2.5 1.0 DRY 151 25 WEIR 18.8 3.0 1 RUNOFF WATER 18" MIN. GRAVEL (12" MIN. DEPTH) FENCING AND ARMORING ftvW couftuefien entrance for erW= control phim WITH SEDIMENT-7 i A SEDIMENT'7 FILTERED WATER- SPECIFIC APPLICATION WIRE MESH THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER •0) SECTION N.T.S. (W) REQUIRED FOR SEDIMENT TRAP EMBIA NKMEN TS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) W H HO OUFLEF 6" NON-PERFORAI ED PROFECFION PVC FIFE1 0 OVERFLOW UAYLIGH PROTECTION 1.5 0.5 2.0 srONEI&EIR REBUILD 2.0 2.5 1.5 AS NECESSARY 3.0 2.0 2.5 BERM BERM 3.0 4.0 3.0 3.0 4.5 3.5 4.0 3:1 SIDE .(SLOPS -.,, 4"-V PUTOPUNFED PVC PIPE SCHEDULE 40 ORAPPROVED 4-- EQuivALFitr PLACED 20 ft. O.0 4.5 DEVICE oust EF PRaremoill ENERGY DISSIPATER -- STORM WKIER C14ANNEL N Pr r OPERATION CI.8mi-our f[YPI PLAN PLAN 'FOP or SIDE SLOPE REGRADED TO 3: (MAX) 1310FILTEIR MIX PER 2 _w. STATE STANDARDS MIN) UNDFRURALN GRAVEL wi%frco I+t3, ORIGINAL SILT VIRAPPED TPAP 510ESLOPE t IN FILTER FA13RLC TO SEDIMENT [I'RAPHN(; PROVIDE PIPES REMOVESILI-AND JACROSS ENTIRE WIDTH SEDIMENT AFrER FINAL AT zo Fr O.C. 51'ABILIZARON. REPLACE M,m LOAM OR GRANULAR 2% PRO F1 LE F-wr[I FILL. r)-EVICE NUf E: THE DISTANCE BEPIVEEN CLEAN -OAFS %VILL N0`r EXCEED TOP OF BERM 50 FEET, CL:-A*QIJT 6" to T WIWAT WEIR 5 F011A' 7 - - - - - - - - - - - - - - - - - - - 6" NON-11R )RArEco PVC PIPE @ 1% MIN. SLOPE - 20 it, O.Cl LOAM OR GRANULAR EARFHFILL PIP6, @ 1% t RmArlm' SL PERreiE I E 'LOPE CROSS SECTION 1, SILT TRAP RETROFIT TO 1310-FILTER NO SCALE RUNOFF WATER 18" MIN. GRAVEL (12" MIN. DEPTH) FENCING AND ARMORING ftvW couftuefien entrance for erW= control phim WITH SEDIMENT-7 i A SEDIMENT'7 FILTERED WATER- SPECIFIC APPLICATION WIRE MESH THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER •0) SECTION N.T.S. (W) REQUIRED FOR SEDIMENT TRAP EMBIA NKMEN TS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) W H HO W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 SEDIMENT TRAP EMBANKMENT ORIGINAL GROUND ELEV. I � �.o SECTION N.T.S. I TRENCHING VS. TUNNELING IIN. DESTRUCTION OF FEEDER ROOTS TUNNELING UNDER THE TREE WILL WILL PROBABLY KILL THE TREE PRESERVE IMPORTANT FEEDER ROOTS TREE PRESERVATION SECTION (E. & S. STD. & SPEC. NO. 3.38) 3.0' MIN. TEMPORARY DIVERSION DIKE SECTION (E. & S. STD. & SPEC. NO. 3.09) N.T.S. N.T.S. DRIP UNE SNOW FEN BOARD FEI CORRECT METHODS OF TREE FENCING -.NCE P_ 00P - CORRECT TRUNK ARMORING 00 00 TRIANGULAR BOARD FENCE TREE PRESERVATION SECTION (E. & S. STD. & SPEC. NO. 3.38) N.T.S. on 11.5-1 3' ORIGINAL GROUND 4.5' ELEV. 1.0, 67 CU. YD./ACRE \ .� ,VARIABLE 67 CU. YD./ACRE 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) 6 X DRAINAGE AREA (IN AC.) F_ DIVER51ON DIKE �_�_g COARSE AGGREGATE (� �// EXCAVATED AREA FILTER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) TEMPORARY SEDIMENT TRAP X5.0) SECTION (E. & S. STD. & SPEC. NO. 3.13) s rot%, E 70' MIN. CONSTRUCTION ACCESS - 3" SM-2A ASPHALT TOP COURSE 27.- .27, IN N PROFILE STONE 70' MIN. CQN5'fR0(;fl0N - ASPI IALT PAVED - ACCESS \ _o // YIASHRACK EXISTING PAVEMENT ( EXISTrING 2% 2% PiNVEMENT _ 12% 12' MIN." I I FILTER CLOTH­/' SECTION A-A A 111111ll1111111 Nvatel'tap of I hich 111USt be fil.-Aifted �Vith a 111ftifiII11111 I inch bakock shlitoff Valve supply*,"ga wash hose Nvitha diameter of 1.5 hiches ful- adequate constant pressijfe. Wash Nvater inust-be caniedaway froin the entrance to au appfoved,settfiik;area to remove sediinent. _AII se(finientshaft be pfeveilte( frol i eliterilk",- storm dfaftis, ditches or waterovin-ses. l 1,PAVED WASH RACK 1. I NO SCALE 1. SET THE STAKES. is FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO TRENCH. FLOW 2. EXCAVATE A 4'M" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4 4. BACK FILL AND COMPACT THE EXCAVATED SOIL. POINTS A SHOULD BE HIGHER THAN POINTS B. DRAINAGE WAY INSTALLATION SILT FENCE WITHOUT WIRE SUPPORT N.T.S. � .0 DETAIL (E. & S. STD. & SPEC. NO. 3.05) N.T.S. I if-It T14 0,P S EVEN L. DRIVER NO. 019933 13 ISSUED: 10-31-2012 DRAWN: ATE DESIGN: ATE CHECKED: SLID REVISIONS: 1. 06-17-2013 AGENCY COMMENTS DATED 3-7-2013 2. 108-01-2013 WPO RESUBMITTAL 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 Terra Engineering and Land Solutions, PC Also, these plans may not be assigned to a third party without first written authorization of erra Engineering and Land Solutions, PC. @ TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C6aO J.N. 1 04 OF 5 L PosrrIVE DRAINAGE IMUST ExrEND FULL WIDTH G ro SFDI1MF1`JT 'MAPNNIG OF INQRESS AND ECRESS DEVICE OPERATION PLAN 12, will PQSI'I)Vr DRAINAGE TO SEDIMENT [I'RAPHN(; 2% r)-EVICE FILTER CLOTH­/' SECTION A-A A 111111ll1111111 Nvatel'tap of I hich 111USt be fil.-Aifted �Vith a 111ftifiII11111 I inch bakock shlitoff Valve supply*,"ga wash hose Nvitha diameter of 1.5 hiches ful- adequate constant pressijfe. Wash Nvater inust-be caniedaway froin the entrance to au appfoved,settfiik;area to remove sediinent. _AII se(finientshaft be pfeveilte( frol i eliterilk",- storm dfaftis, ditches or waterovin-ses. l 1,PAVED WASH RACK 1. I NO SCALE 1. SET THE STAKES. is FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO TRENCH. FLOW 2. EXCAVATE A 4'M" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4 4. BACK FILL AND COMPACT THE EXCAVATED SOIL. POINTS A SHOULD BE HIGHER THAN POINTS B. DRAINAGE WAY INSTALLATION SILT FENCE WITHOUT WIRE SUPPORT N.T.S. � .0 DETAIL (E. & S. STD. & SPEC. NO. 3.05) N.T.S. I if-It T14 0,P S EVEN L. DRIVER NO. 019933 13 ISSUED: 10-31-2012 DRAWN: ATE DESIGN: ATE CHECKED: SLID REVISIONS: 1. 06-17-2013 AGENCY COMMENTS DATED 3-7-2013 2. 108-01-2013 WPO RESUBMITTAL 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 Terra Engineering and Land Solutions, PC Also, these plans may not be assigned to a third party without first written authorization of erra Engineering and Land Solutions, PC. @ TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C6aO J.N. 1 04 OF 5 r _ ')n r, 1 C 4 rn un0c INV. OUT 535.50 ' X� � t 1�e - QM, O - / i \� S w \ \\ \w w w w w w \ w w w w W / G _- :N Wge D PLANT SCHEDULE - BIORETENTION FILTER KEY BOTANICAL NAME COMMON NAME QUANT. SIZE ROOT REMARKS CALIPER HEIGHT SPREAD SHRUBS EXISTING GRADE :,. OHamamelis virginia Witch -hazel 9 - -- 18 -24" - -- Cont. 2' BIOFILTER MEDIA - -- �` 100 =- YR-STORM- EVENT - ► 2 — - -,�J— ----- - - - - -- Rhus aromatica Fragrant Sumac 3 - -- 18 -24" - -- Cont. •• Y.~ .:5'..y. w W w w w Viburnum dentatum Arrow -wood 4 - -- 18 -24" - -- Cont. #57 STONE TO ACT AS SEDIMENT BARRIER LARGE GABION STONE, 4" - 8" AVERAGE SIZE NON -WOVEN — GEOTEXTILE FABRIC UNDISTURBED SOIL OR COMPACTED FILL i1• i 3' ELEV 540.00 BIOFILTER SURFACE 538.25 ELEV 537.00 SECTION VIEW 27' PLAN VIEW 3 GABION CAGE WALL N.T.S. 3- 91 XTWXTD GABION CAGES 550 545 540 535 10 +00 10 +25 L UNDERDRAIN 10 +50 2 1 BI ORETENTION FILTER 5,O % CROSS SECTION A -A 24" RISER OUTLET NYLOPLAST DRAIN BASIN TOP 540.25 INV. OUT 535.75 8" ORIFICE TO FACE POND PROVIDE TRASH RACK INV. 538.25 BIORETENTION SURFACE ELEVATION 538.25 6" PVC UNDERDRAIN _a PLASTIC SOLUTIONS PYRAMID TRASH RACK WINCHESTER, VA (877) 877 -5727 - TRASH RACK 3 1 SWM ]POND RISER OUTLET 5 "® / PROVIDE MULCH LAYER 2 " -3" OVER ENTIRE BIORETENTION POND BOTTOM CLEAN -OUT W/ WATERTIGHT CAP (TYP.) PLACE AT 50' INTERVALS AND AT END OF PERFORATED PIPES 10 +75 CLAY LINER HORZ: 1" =10' VERT: 1" = 5' 2' BERM ELEV. 541.75 100 YR STORM EVENT ELEV 540.63 15" HDPE (CORRUGATED EXTERIOR SMOOTH INTERIOR) OUTLET PIPE 24.5 LF @ 1.0% UPPER INV. 535.75 LOWER INV. 535.50 CONC. RISER BASE MIN. DIM. 4'X4'X1' SEE BIORETENTION PLANT SCHEDULE THIS SHEET DETENTION ORIFICE W/ TRASH RACK a PROPOSED GRADE z ,ia 'fix ) •T•• EXISTING GRADE :,. GABION WALL Z_ ° \ SEE DETAIL THIS SHEET 2' BIOFILTER MEDIA - -- �` 100 =- YR-STORM- EVENT - ► 2 — - -,�J— ----- - - - - -- - - - -- �L --. -- - - - -- -- - :).. , .• {! •'Q' •):t♦` fit.• _ �•t• •• Y.~ .:5'..y. 85% SAND W ::•<� :. '•' _ `* =' n. 10% TOPSO IL \. i. .t�41�. ..{•�y �J.,q �, ;./:•i w,i .i:.et•.i�K i.�1 j.� :� ,;` :� ,.: ,: :. :, :... ;.i`,.�. ZZ Z1pM1S Cpl - \1 \ U1�� Ch r� 5 °/p LEAF COMPOST �. •- M -� 0 SEDIMENT FOREBAY 10 +00 10 +25 L UNDERDRAIN 10 +50 2 1 BI ORETENTION FILTER 5,O % CROSS SECTION A -A 24" RISER OUTLET NYLOPLAST DRAIN BASIN TOP 540.25 INV. OUT 535.75 8" ORIFICE TO FACE POND PROVIDE TRASH RACK INV. 538.25 BIORETENTION SURFACE ELEVATION 538.25 6" PVC UNDERDRAIN _a PLASTIC SOLUTIONS PYRAMID TRASH RACK WINCHESTER, VA (877) 877 -5727 - TRASH RACK 3 1 SWM ]POND RISER OUTLET 5 "® / PROVIDE MULCH LAYER 2 " -3" OVER ENTIRE BIORETENTION POND BOTTOM CLEAN -OUT W/ WATERTIGHT CAP (TYP.) PLACE AT 50' INTERVALS AND AT END OF PERFORATED PIPES 10 +75 CLAY LINER HORZ: 1" =10' VERT: 1" = 5' 2' BERM ELEV. 541.75 100 YR STORM EVENT ELEV 540.63 15" HDPE (CORRUGATED EXTERIOR SMOOTH INTERIOR) OUTLET PIPE 24.5 LF @ 1.0% UPPER INV. 535.75 LOWER INV. 535.50 CONC. RISER BASE MIN. DIM. 4'X4'X1' SEE BIORETENTION PLANT SCHEDULE THIS SHEET DETENTION ORIFICE W/ TRASH RACK SECTION 1 99 = 2) RISER AND BERM PER PLANS RISER OUTLET OUTLET PIPE 6" NON - PERFORATED PVC PIPE @ 1 % SLOPE (MIN.) N.T.S. SOD TU COVER 3" MINIA SHREDI HARDW MULCH OPTIONAL;' " " ^' ' OR MEDIUM 20' O.C. 1" C / 50 LEAF MULCH OPTION 1 MULCH PLANTING BED SMALL OR MEDIUM TREES 12FT O.C. - 1" CALIPER SHRUBS 8FT O.C. GROUND COVER PLUGS 1 FT. O.C. (E.G. PERIWINKLE PACHYSANDRA) VJ /V Vn1V ✓f IV /V IVr VVIL 15% LEAF MULCH OPTION 2 TURF COVER NATIVE GRASSES / SEDGES* PLANTED IN PLUGS AND OR SEDDED WITH HEAVY STRAW MULCH COVERED WITH EC -2 EROSION CONTROL MATTING. TURF ER SOD TURF COVER *EXAMPLES: REDTOP, BLUEJOINT, TUFTED 85% SAND / 10% TOP SOIL HAIRGRASS, BIRDSFOOT- TREEFOIL, /5% LEAF MULCH SWITCHGRASS, & WILDFLOWER MIX SUITABLE FOR CONDITIONS. OPTION 3 WILDFLOWER MEADOW BIO]EILT ER VEGETATIVE IVE COVER OPTIONS SECTION �I SPECIMEN SHRUB (AS SPECIFIED ON DRAWING) MULCH LAYER (AS SPECIFIED) 911 SET TOP OF ROOTBALL 1/8 OF ROOTBALL DEPTH MIN. / r/ ABOVE FINISHED GRADE PLANTING SOIL MIX - I — (AS SPECIFIED) _1111— " • ROOTBALL" FINISHED GRADE � IIII�I, _ � ;•. _IIII =IIII= = 1111 =l� �- i�� = el' =•��• = IIII = 1111 =" IIII - IIII -� IIII- 'III - IIII=' UNDISTURBED SUBGRADE ADD EXCAVATED SOIL AS NEEDED - IIII =111 = IIII =IIII. =IIII- TO BRING PLANT TO FINISHED GRADE. TAMP LIGHTLY &'WATER IN' -IIII IIII - '= IIII -I1 THOROUGHLY PRIOR TO SETTING SCARIFY BASE OF PLANT PIT; BREAK SHRUB TO PREVENT SETTLING. THROUGH & LOOSEN ALL HARDPAN. REMOVE AS NECESSARY TO FACILITATE DRAINAGE.) SHRUB PLANTING SECTION 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 4' 0 HOLES PER LF OR EQUIV.) GRAVEL DRIVE LANE 1'-6" MIN. INFILTRATION TRENCH SECTION N.T.S. SHEET FLOW UNDISTURBED SOIL z 0 N N.T.S. a z ,ia 'fix ) •T•• ��.: U) Z :,. t�l Z_ ° •r „• 1 2 BIOFILTER MEDIA rr�Fpt� 1 :).. , .• {! •'Q' •):t♦` fit.• _ �•t• •• Y.~ .:5'..y. 85% SAND W ::•<� :. '•' _ `* =' n. 10% TOPSO IL :� ,;` :� ,.: ,: :. :, :... ;.i`,.�. ZZ � Cpl °� U1�� Ch r� 5 °/p LEAF COMPOST �. •- M -� 0 VARIES UNDERDRAIN GRAVEL (AASHTO M43, -i"A ") 6" PERFORATED SCH. 40 PVC PIPE OR EQUIVALENT @ 1 % SLOPE (MIN.) TO RISER OUTLET PROVIDE ACROSS ENTIRE WIDTH @ 20 FT O.C. r4�BIO-FILTER SECTION 1 99 = 2) RISER AND BERM PER PLANS RISER OUTLET OUTLET PIPE 6" NON - PERFORATED PVC PIPE @ 1 % SLOPE (MIN.) N.T.S. SOD TU COVER 3" MINIA SHREDI HARDW MULCH OPTIONAL;' " " ^' ' OR MEDIUM 20' O.C. 1" C / 50 LEAF MULCH OPTION 1 MULCH PLANTING BED SMALL OR MEDIUM TREES 12FT O.C. - 1" CALIPER SHRUBS 8FT O.C. GROUND COVER PLUGS 1 FT. O.C. (E.G. PERIWINKLE PACHYSANDRA) VJ /V Vn1V ✓f IV /V IVr VVIL 15% LEAF MULCH OPTION 2 TURF COVER NATIVE GRASSES / SEDGES* PLANTED IN PLUGS AND OR SEDDED WITH HEAVY STRAW MULCH COVERED WITH EC -2 EROSION CONTROL MATTING. TURF ER SOD TURF COVER *EXAMPLES: REDTOP, BLUEJOINT, TUFTED 85% SAND / 10% TOP SOIL HAIRGRASS, BIRDSFOOT- TREEFOIL, /5% LEAF MULCH SWITCHGRASS, & WILDFLOWER MIX SUITABLE FOR CONDITIONS. OPTION 3 WILDFLOWER MEADOW BIO]EILT ER VEGETATIVE IVE COVER OPTIONS SECTION �I SPECIMEN SHRUB (AS SPECIFIED ON DRAWING) MULCH LAYER (AS SPECIFIED) 911 SET TOP OF ROOTBALL 1/8 OF ROOTBALL DEPTH MIN. / r/ ABOVE FINISHED GRADE PLANTING SOIL MIX - I — (AS SPECIFIED) _1111— " • ROOTBALL" FINISHED GRADE � IIII�I, _ � ;•. _IIII =IIII= = 1111 =l� �- i�� = el' =•��• = IIII = 1111 =" IIII - IIII -� IIII- 'III - IIII=' UNDISTURBED SUBGRADE ADD EXCAVATED SOIL AS NEEDED - IIII =111 = IIII =IIII. =IIII- TO BRING PLANT TO FINISHED GRADE. TAMP LIGHTLY &'WATER IN' -IIII IIII - '= IIII -I1 THOROUGHLY PRIOR TO SETTING SCARIFY BASE OF PLANT PIT; BREAK SHRUB TO PREVENT SETTLING. THROUGH & LOOSEN ALL HARDPAN. REMOVE AS NECESSARY TO FACILITATE DRAINAGE.) SHRUB PLANTING SECTION 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 4' 0 HOLES PER LF OR EQUIV.) GRAVEL DRIVE LANE 1'-6" MIN. INFILTRATION TRENCH SECTION N.T.S. SHEET FLOW UNDISTURBED SOIL z 0 N N.T.S. � w F� N THOFL, r / TEVEN L. DRIVE NO. 019933 13 '� SSrO1VALG SCALE: 1" = 20' ISSUED: 10 -31 -2012 DRAWN: ATE DESIGN: ATE CHECKED: SLO REVISIONS: 1. 06 -17 -2013 AGENCY COMMENTS DATED 3 -7 -2013 2. 08 -01 -2013 WPO RESUBMITTAL 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 Terra 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 0 a z U) Z t�l Z_ ° rr�Fpt� 1 Z , W 0 � ZZ � Cpl °� U1�� Ch r� Pei I� M � w F� N THOFL, r / TEVEN L. DRIVE NO. 019933 13 '� SSrO1VALG SCALE: 1" = 20' ISSUED: 10 -31 -2012 DRAWN: ATE DESIGN: ATE CHECKED: SLO REVISIONS: 1. 06 -17 -2013 AGENCY COMMENTS DATED 3 -7 -2013 2. 08 -01 -2013 WPO RESUBMITTAL 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 Terra 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 0