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HomeMy WebLinkAboutSDP201500018 Letter of Revision Letter of Revision 1 2018-01-30COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax 434)972-4126 January 30, 2018 Craig Kotarski, PE 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 RE: LOR# 1 for SDP -2015-18 Carson Raymond Field - Minor Tax Map/Parcel Number 046B1-01-00-00100 Dear Mr. Kotarski, This letter is to approve as a Letter of Revision the construction of a patio, canopy, fence and landscaping with associated grading as shown on the attached plan. This is the 1 st Letter of Revision for this site. A total of three (3) Letters of Revision are allowed before all changes to the plan are required to be submitted in the form of a site plan amendment. Sincerely, WWW17"15- William D. Fritz, AICP Development Process Manager/Ombudsman Attachments: Letter of Request Site Plan Change Cc: Todd Rapoport Tod.rapoport@cfacorp.com Application for Letter of Revision Letter of Revision = $108 Final Site Plan Name and Number: Carson Raymond Field SDP 201500018 Minor Amendment to Original SDP199300024 COntact (who should we contact about this project) Craig Kotarski, PE Street Address 608 Preston Avenue, Suite 200 Cif• Charlottesville State VA Zip Code 22903 Phone Number 434-327-168$ Email craig-kotarski@timmons.com Owner of Record Albemarle County School Board Contact: Joeseph Letteri Street Address 401 McIntire Road City. Charlottesville State VA Zip Code 22902 Phone Number 434-975-9340 Email jletteri@kl2albemarle.org Applicant Street Address City_ State Zip Cade Picone Number Email SUBMITTAL REQUIREMENTS; NA © The appropriate fee, NA, County project ® The site plan number that the change applies to, KI A request letter describing the proposed changes from the owner or authorized agent, M 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an 11 "X17" copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I helby certify that4he(tlformation provided on this application and accompanying information is accurate, true and correct to the best of mi knowledge algid he1ilf. V-- -- /113 is SOna ire U Owner, Agent Date Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount S rate Paid By who? Receipt # CiC4 By. County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 1 1102/2015 Page I of 1 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. January 25, 2018 608 Preston Avenue P 434.295.5624 Suite 200 F 434.295.8317 Charlottesville, VA 22903 wwwAlmmons.aom Christopher Perez Senior Planner Albemarle County Department of Community Development 401 McIntire Road Charlottesville VA, 22902 LOR to SPD 201500018 Carson Raymond Field which was a Minor Amendment to SDP 199300024 Hollymead Middle School Final Site Plan Tax Map/Parcel Number 046B 1-01-00-001000 Dear Mr. Perez, This letter is to request a Letter of Revision for a small project at Sutherland Middle School for the County Schools. The Project includes the addition of a new exterior door, an outdoor patio (approx. 48'x24'). It also includes a canopy over the patio, a short decorative fence and, screening landscaping around the patio and associated grading. The limits of disturbance is less than 3,000 sf. Please see the included plans for more information. Sincerely, Jonathan Showalter, PE Project Engineer Timmons Group Attachments: Letter of Request Site Plan Change CIVIL ENGINEERING 1 ENVIRONMENTAL I SURVEYING I GIS LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. To: Chris Perez Albemarle County Com Dev 401 McIntire Rd Charlottesville, VA 22902 Transmittal Date: January 25, 2018 Job No.. Regarding: Sutherland Middle School Learning Space Mondernization Letter of Revision We are sending you the following items: ® Attached ❑ Under separate cover via Courier ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other Conies Date Descrinti on 4 January 25, 2018 Letter of Revision Plan and Exhibit from Previous Site Plan 1 January 25, 2018 Request Letter 1 January 25, 2018 LOR Application Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints This information is transmitted as checked below: ® For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ® For review/comment ❑ Other ❑ forbids due ❑ Prints returned after loan to us Remarks: Copy to: Signed: Jonathan Showalter, PE Phone: 434.295.5624 Receivgdby: Name (printed) If enclosures are not as noted, please notify us at once Signature M a C 0 1 SITE DATA: ENGINEER: TIMMONS GROUP O 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: JONATHAN SHOWALTER, P.E. JONATHAN.SHOWALTER@TIMMONS.COM TAX MAP PARCEL: 046131-01-00-001000 LIMITS OF DISTURBANCE: 2,600 SQ. FT. ZONING: PLANNED UNIT DEVELOPMENT MAGISTERIAL DISTRICT: RIVANNA DISTRICT SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. JOSEPH MEDLEY, LS 28 IMPERIAL DRIVE STAUNTON, VIRGINIA 24401 (540) 885-0786 (November 10, 2017) BENCHMARK: BRIDGE SPIKE IN GROUND ELEV 471.97 DATUM: HORIZONTAL: NAD83 (NA 2011), VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: MATCH CLOSEST EXISTING BUILDING WITHIN 500' ALONG MAIN ROAD SIDE: 10' BUILDING SETBACK REAR: 20' BUILDING SETBACK BUILDING HEIGHT: 11'- 8" (EXISTING BUILDING) 20'- 0.5" (ADDITION) (MAX. 35' FOR R1) BUILDING AREA: 0 SF (PROPOSED) PROPOSED USES: LEARNING SPACES TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1,200 SQ. FT. WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: SOUTH FORK RIVANNA RIVER DRAINAGE FACILITIES: STORM SEWERS THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. GENERAL NOTES: 3 0 9 1 p V 0 1 0 [#t hakAMR [in w I I DIEM 1;1A ; 11 7 1, 1 -14 �kFL I I F M LETTER OF REVISION To SPD 201500018 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES, 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL. POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 5. IF PRE -CAST UNITS ARE TO BE USED, THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 6. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI;), UNLESS 7. OTHERWISE NOTED. 8. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 10. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE OR HARDSCAPE BASE COURSE. 11. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANTS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 12. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR -THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 13. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES. 14. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 15. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SIUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 16. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE= AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE LATEST VERSION OF THE UNIFORM STATEWIDE BUILD)ING CODE, THE LATEST VERSION OF THE VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUJBLIC 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIO)R 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 (H0RIZONTAL:VIERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MANY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN (ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THIE 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). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. COUNTY OF ALBEMARLE, VIRGINIA RIVANNA DISTRICT 1/25/2018 VICINITY MAP SCALE 1":2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MONTIE BREEDEN TELEPHONE; (434) 872-4501 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 5 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 SITE PLAN EXHIBIT FOR LOR SHEET C-2.1 FROM SPD201500018 # OF SHEETS = 3 0 1 1 2 1 3 1 4 1 5 1 6 z 0 CO CNQ O -� I ­_n U U w U) z w I- 0 (n Q w m � w w I- CO 4 z 0 U O �0 Q W 2E 0� 00 0 N z 0 CO CNQ -� -� U N U w 0 W z Ur z w Vw I- O (n Q w Q � w w _ a 0 0 U L5 K RRM_�,� ARCHITECTS, PC 9097 Atlee Station Rd, Suite 101 Mechanicsville, Virginia 23116 (804)277-8987 0 0 N O o z z o Q U Q w N 0 0 z z ryLLJ W 0 LUw 0 c J G z W 0 00 > Q d. U) c) z z J Q W J Z) J 0 0 �- U z LIJp ov<N a N 2W°Q 0V> z Uj wW U J J � ' W w r " Uj = Wo O J DC) JQO ©C 0 U U F_ CD U Z LU O <C w nl_l r) o SHEET i C 10 1 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE 3.32 CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS MULCHING AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT TP CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 3.38 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT U LU O CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING - ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION [D IS ACHIEVED. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES H PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 5. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED Y BORROW AREA. 6. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE Q AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 7, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 8. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO C 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 APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 9. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 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 APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 10. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. ALL - SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS, 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED. LANDSCAPE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. B • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE - DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING A DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. • 2 3 1 4 1 5 REMOVE AND REPLACE Ewl f-CLEANOUT AS SHOWN ON .. �, ....._........_ ,,... '- € ;; SITE PLAN. TABLE 3.31-B 2 X; WOOD SILT FENCE DROP INLET PROTECTION DROP INLET ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS FRAME E WITH GRATE "QUICK REFERENCE FOR ALL REGIONS" INSTALL SHRUBS SO THAT THE 1.TOP OF THE ROOTBALL IS AT �.��. MAX.� � FRAME PLANTING DATES SPECIES RATE (LBS./ACRE) _ _ �',, ;..,.:�..; `-�� THE SAME GRADE AS MSEPT. 1 -FEB. 15 50/50 MIX OF ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING \\ _ + + ANNUAL RYEGRASS SOILS. DO NOT COVER THE TOP 3 MIN. >u:> ,;.;,.>;;;`;: (LOLIUM MULTI-IFLORUM) OF THE ROOTBALL WITH SOIL 'Fx 50-100 GATHER & U�,, � �` � CESS CEREAL (WINTER) RYE EXCESS (SECALE CEREALE) REMOVE ALL STRING, WIRE, AND CORNERS BURLAP FROM TOP % OF BALL STAKE PERSPECTIVE VIEWS FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 LOLIUM MULTI-IFLORUM FABIRIC ( ) MAY 1 - AUG. 31 GERMAN MIILLET 50 (SETARIA ITALICA) �Ip 1111 ( %R7 M N. TS 3.31 �1 ELEVATION OF STAKE AND FABRIC ORIENTATION TEMPORARY SEEDING PLANT MATERIALS SPECIFIC APPLICATION DETAIL A No Scale THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET TABLE 3.32-D DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS TOTAL LBS. PER ACRE RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MINIMUM CARE LAWN MEDIANS. COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% Ip 3.07-1 IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% STORM DRAIN INLET PROTECTION GENERAL SLOPE (3:1 OR LESS) No Scale KENTUCKY 31 FESCUE 128 LBS. - RED TOP GRASS 2 LBS. � I � I I I I '�i SEASONAL NURSE CROP * 20 LBS. I --i 1-I �I I -I 1- 150 LBS. U I I I II LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) � LJ LI 1. KENTUCKY 31 FESCUE 108 LBS. STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION RED TOP GRASS 2 LBS. FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, SEASONAL NURSE CROP ` 20 LBS. GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST CROWNVETCH ** 20 LBS. 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO 150 LBS. GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE * USE SEASONAL NURSE CROP INI ACCORDANCE WITH SEEDING DATES FENCE AS A TREE PROTECTION FENCE. AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE TP NO SCALE 3.38 MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE TREE PROTECTION NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE No Scale ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SIEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU EROSION CONTROL LEGEND * OF CROWNVETCH, INCREASE RA-rE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE SAFSAF SAFETY FENCE 3,01 ADDED TO ANY SLOPE OR LOW-MIAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. IP INLET PROTECTION 3.07 S 3.32 PERMANENT SEEDING MIIX FOR PIEDMONT AREA TS TEMPORARY SEEDING 3.31 No Scale PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP Tp TREE PROTECTION 3.38 DC DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER BACKFILL PLANTING PIT WITH NATIVE SOIL, INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT TOPSOIL SHALL CONFORM TO THE FOLLOWING: ASTM D 5268, PH RANGE OF 5.5 TO 7, A MINIMUM OF 4 PERCENT ORGANIC MATERIAL CONTENT; FREE OF STONES 1" OR LARGER IN ANY DIMENSION AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. SEE LAWNS AND GRASSES SPECIFICATIONS FOR FULL REQUIREMENTS. I EXPANSION JOINT TO BE PROVIDED ALONG ALL EDGES OF CONTROL JOINTS, REFERENCE PLAN FOR LOCATION. SHRUB PLANTING DETAIL No Scale NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL TREE PLANTING DETAIL No Scale 3 X ROOTBALL �l DIAMETER f� PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT COMPACTED SUBGRADE 4" 21-B STONE CONCRETE JOINT DETAIL No Scale WIDTH AND NON -SLIP BROOM FINISH CROSS SLOPE PER PLAN a a 4" 3,000 PSI AIR -ENTRAINED CONCRETE /COMI/PACTED SUBGRADE 4" TYPE 21B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE PAVEMENT ON PLANS CONCRETE PAVEMENT SECTION No Scale METAL INSPECTION FRAME W/ SOLID LID EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) -- T' CONCRETE COLLAR ----CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale LANDSCAPE NOTE: THE ONE EXISTING 12" CAL. HOLLY TREE THAT IS TO BE REMOVED WILL BE REPLACED IN KIND SEE PLANTING SCHEDULE BELOW. PLANTING SCHEDULE QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT 1 ILEX X'NELLIE R. STEVENS' 'NELLIE R. STEVENS' HOLLY 7.0' HEIGHT B&B 14 ITEA VI RGINICA'SPRICH' LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT,/ SPREAD CONT. Z 0 r M 0 CN O i= � n U U-1 H U LU O W Z Un Z <t LLJ U w [D W 0� H Z Y Q W re 00 N Z <C 0 r M 0 CN C-> � r L0 H U LU O W Z Un Z <t LLJ U w a LU 0� z E D RRMNI O ARCHITECTS, IPC 9097 Atlee Station Rd, Suite 101 Mechanicsville, Virginia 23116 (804)277-8987 s I c. No, 0402.20 I z l 0 0 0 N 0 () 0 z z 0 Q U Q LU LU N 0 z z rill2 W LUa 0 U) c J G z WG U 0 > z z U Q �MM W W J 0 0 �- r j - U Z Lij Jp Q r 0 Q N �W°Q QJw>Z z W Lu LU J WW 1..1� r 0LLJ 0 W <C I= w<N_rJ� N U V I- (D U z W O <t (Y d 0 SHEET C1.0 1 1 2 1 3 1 4 1 5 1 6 1 .-I A m f 40' 0 40' 80' EXHIBIT FOR LOR - NOT FOR CONSTUCTION PAGE C-2.1 FROM SPD 201500018 WHICH WAS A MINOR AMENDMENT TO THE Original SDPF 199300024 APPRCf7fWESCALE Previously Approved Site Plan