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HomeMy WebLinkAboutSDP202000017 Plan - Other (not approved) 2020-09-21FINAL SITE PLAN LEGEND EXISTING NEW 0 10 1.00' ---310--- 10 310 12t 311.5 X x10 311.5 TC x 57B1X 311.5 TW x 57°X 311.5 B W x 57B1X 0 0 �I 0 X r i 0 X f f T m 0 RD RD - q OF-70 S S W W o a OV GAS GAS DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER/DEVELOPER James Rogers Moss 1799 Avon Street Chariottesvile VA, 22902 ZONING PRD- Planned residential development ZMA201600022 approved on may 15, 2019 a special exception was approved with ZMA201600022 to modify the minimum size of the PRD to allow this 0.91 acre site Initial site plan SDP201900037 approved on 12/02/2019 SETBACKS Front: 15' Side adjacent to PRD zone: 5' Side adjacent to low density residential: 10' Rear: 20' DISTRICT Scottsville SOURCE OF TITLE DB 1942 P 341. DB 387 P 102 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and Topographic Information is provided by Commonwealth Surveying, LLC Supplemental boundary, planimetric, and topographic information for adjoining parcels is downloaded from Albemarle County GIS data along with digitized data from approved development plans for the Avinity Subdivision. BENCHMARK Datum for topography is assumed. Benchmark 529.61 Top of Storm Structure FLOODZONE FEMA Flood Insurance Rate Map (community panel 51003C0407D), effective date February 4, 2005 shows this property within Zone "X" and no portion of the property within the 100-year flood plain. RESERVOIR WATERSHED This site is within the Moore's Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jurisdictional area for both water and sewer. An existing waterline and easement are located on Avinity Drive and across the adjoining open space of the Avinity subdivision. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (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 the 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 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may 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 the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise 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). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarie County Service Authority. 12. Backflow prevention is required for all connections to the water main. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)" And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations." ITE TRIP GENERATION AM PM Use Description ITE Qty I in I out ITotal in I out Total Apartment 12201 24units 1 4 1 10 1 14 10 1 7 1 17 Trip generation reflects AM and PM peak hour traffic. FIRE PREVENTION Two existing ACSA fire hydrants are located near to the site. One is located along Avinity drive, approximately 50' from the property and the other is located across Avon Street Extended, approximately 75' from the property. All Apartment FDC's are within 100' of a hydrant. ISO required fire flow = 1,500 gpm. Available fire flow = 2371 gpm. 2511 AVINITY DRIVE TAX MAP 90, PARCEL 35 BUILDING HEIGHTS The building height shall be limited to 3 stories. Height measured to eaves is 30' BUILDING SETBACKS 40' Setback from internal Commercial and Industrial Subdivision Streets 10' Setback from adjacent commercial and industrial uses EXISTING USE SFD Residential PROPOSED USE 24 multi -family residential units - 18 two (or more) bedroom units 6 one bedroom units Maximum Disturbed Area: 1.12 AC NOTES PER ZMA201600022 1. Landscaping and screening on site shall meet all requirements of Section 32.7.9 of the Albemarle County Zoning Ordinance. 2. Parking shall meet the requirements of Section 4.12 of the Albemarle County Zoning Ordinance. 3. Stormwater management facilities shall be located under the parking area. Stormwater facilities shall not be located in land contributing to the required open space per Sec. 19.6.1 of the Albemarle County Zoning Ordinance. Exact location and design of stormwater management facilities shall be determined during site plan review. 4. Building setbacks for this application shall be as shown on this sheet. Setbacks in Note 6) may be modified to accommodate landscaping. 5. Building heights shall be limited to 3 stories. Setbacks: Front: 15' Side adjacent to PRD zone: 5' Side adjacent to low density residential: 10' Rear: 20' 6. 20% of the units built will be designated as affordable for a period of 10 years from the date of issuance of certificate of occupancy. The units will rent at a rate set by HUD -published Fair Market Rents, making the units affordable to those earning up to 80% of the area median income. The property owner shall maintain records documenting the household income of the occupants of the affordable units; and upon request by the County, the property owner shall provide the County with these records. 7. Large shade trees required to meet landscaping requirements per Section 32.7.9.5 of the Albemarle County Zoning Ordinance shall be planted outside of the electrical utility easement located at the front of the property. 8. If the owners of tax map parcels 91A-57 and 91A-A would prefer landscape screening in lieu of the 8 foot proposed fence, then TMP 90-35L shall provide landscape screening in accordance with the Zoning Ordinance. If the existing fence on tax map parcel 91A-A is removed, the owner or ownership entity (the "owner') of TMP 90-35L shall construct a fence on TMP 90-35L to provide screening in addition to the landscaping. The fence shall be a minimum of 8' in height on the eastern side of the parking lot and the southern most portion of the fence shall be a solid material. The owner shall construct the new fence within 90 days of removal of the fence on 91A-A. LAND USE SCHEDULE EXISTING Area AC % Building 1,010 SF 0.02 2.5 % Pavement 159 SF 0.00 0.4 % Sidewalks/ concrete 0 SF 0.00 0.0 % Impervious Area 1,169 SF 0.03 2.9 % Turf 38,476 SF 0.88 97.1 % Total= 39,645 SF 0.91 100 % PROPOSED Area AC % Pavement 14,603 SF 0.34 36.8 % Building 8848 SF 0.20 22.3 % Sidewalks/ Concrete 3,668 SF 0.08 9.3 % Impervious Area 27,119 SF 0.62 68.4 % Turf 12,526 SF 0.29 31.6 % Total= 39,645 SF 0.91 100.0 % PARKING SCHEDULE REQUIRED PARKING: Number of Parking Bedrooms/Unit Spaces/Unit No units of 500 square feet or less 0 Six (1) bedroom units 9 Eighteen (2) or more bedroom units 36 Total parking required 45 spaces PROVIDED PARKING: 9' x 16' spaces 44 9' x 18' spaces (including 1 HC Van space) 2 Total parking provided 46 spaces SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albermale County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13.Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. 14. Asbestos removal permits are required if positive for such. Contact VDOLI for additional requirements and permits for demolition projects. 15. Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking spaces they serve. 16. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. STEEP SLOPES Neither preserved slopes nor managed slopes are present on this property. ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1000' e.K D r M%tl Ctie �AVINITY DRIVE ,4 SITE �C JI � eekpr 742 Map provided by Google.com SHEET INDEX (11 TOTAL) C1 COVER SHEET C2 EXISTING BOUNDARY & ZONING C3 EXISTING CONDITIONS C4 SITE PLAN C5 GRADING PLAN C6 UTILITIES PLAN C7 LANDSCAPING PLAN C8 LIGHTING PLAN C9 SITE DETAILS C10 STORM, WATER & SEWER PROFILES C11 ACSA DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHIMP R 4 83 E / 6m � 00 YWet- '� FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. COVER SHEET 01 of C11 16.050 C1 I I I I I \ I I I I I I I I I I I I I I I I II I �" ✓/ \ I I I I I --�-- -� ---- -1 -- �- --�_ _ 7 20 FT ACSA UTILITY EASEMENT D.B. 3997 P. 504 D.B. 3991 P. 243 (PLAT) AVINITY DRIVE 60' PRIVATE RIGHT-OF-WAY APPROX. LOCATION 120' ACESS EASEMENT I TO BENEFIT TMP 90-35L (D.B. 5119 P. 321) AVON PROPERTIES LLC OOOAO I I I I I I I I I I I I � I � I � � I / I KAITLIN E HOY I TMP 091 AO-00- ' - _ 00-05700 — - _ ZONED PRD _ I SINGLE FAMILY ATTACHED II , I I I , I I I I I , I I I I I I I I I v ZONED R1 I DB 541 PG 642 SINGLE FAMILY RESISENTIAL I I I I I I I I I I I -- I I� I � � I I I, I � I , I I I I I I I I I I , I I I I , I I I I , 20' ACSA UTILITY EASEMENT1 (D.B.5291 P. 357-366) — - - - - I I I I I 20 0 20 401 60: SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHIMP R 4 83 YWet- FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 EXISTING BOUNDARY & ZONING SHEET C2 of C11 Scale: 1 "=20' C2 . [ LL::-::I: Ll <:::.::: I .. I. j:: :I a. a. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHIMP R 4 83 E / 6m 00� rw,kl - FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 EXISTING CONDITIONS & DEMO SHEET C3 of C11 C3 ILI I'i.� AMILY RESENTIAL II JERRY, W SR OR LAURA J MOSS TI I I v1P 09000-00-035A0 I ZONED R1 I I I I SI aLE FA MILY RES IAL L---� ------ CA. 1V n UTIL. EASEMENT DB 5291 P. 357-366 Fire Marshal's Note: Knox Box Required contact Marshal on all Buildings, please the Albemarle County Fire office for Location. Mechanical Note: Apartment bldg. Mechanical Equipment shall mainly be situated on the Building Roof. 1- I ' I I ' I I I I I I I I I I I � I I I I � I I I I I I I I I I I I I 1 20 1 0 20 40 60 I Scale: 11 "=20' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHIMP R 4 83 E�gZp�� FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 191111110111►[6l SITE PLAN SHEET 04 of C11 16.050 C4 I I I I L____JI I I I I 20 I Scale: 11 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM /tMVF1H1MP a g/5(Z ��� YInktAt 6�G� FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 19111110111►[6l GRADING PLAN SHEET C5 of C11 16.050 C5 W W w . � Q I :L SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. UTILITY PLAN SHEET C6 of C11 16.050 C6 LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF O Large Shade Tree Betula nigra 'Heritage' Heritage River Birch 1.5" Cal. 5 397 1,985 Medium Shade Tree Acer rubrum 'Autumn Flame' Autumn Flame Red Maple 1„Cal. 2 177 354 Medium Shade Tree Carpinus betulus European Hornbeam 1.5" Cal. 8 177 1,416 Small Shade Tree Catalpa bungei Umbrella Catalpa 6' Ht. 5 92 460 Small Shade Tree Maackia amurensis & CVs. Amur Maackia (Starburst) 6' Ht. 14 92 1,288 "VVVV Evergreen Screening Tree Thujo occidentalis & Eastern Arborvitae (Emerald) 4' Ht. 68 10 680 cvs. =' Evergreen Screening Tree Cryptomeria japonica 'Yoshino' Yoshino Cryptomeria 4'-6' Ht. 6 123 738 { Shrub Virburnum pragense 'Decker' Prague Virburnum 18" Ht. 55 + + Low Maintenance South East Native 150 + + Ground Cover Grass Seed Mix LB/AC + +1 NOT TO SCALE 6,921 LANDSCAPING NOTES: CANOPY REQUIREMENT (SEC 32.7.9.8.A.2): 10% OF TOTAL SITE AREA 0,10 * (39,645 SF) = 3,964.5 SF REQUIRED 6,921 SF CANOPY PROVIDED REQUIRED LANDSCAPING ALONG STREETS (SEC 32.7.9.5.D): STREET LENGTH ADJACENT TO PROPERTY =117 FT 1 LARGE TREE EVERY 50 FT OR 1 MEDIUM TREE EVERY 40 FT PROVIDED: 2 LARGE TREE 3 MEDIUM TREES EVERY 40 FT. LANDSCAPING WITHIN A PARKING AREA (SEC 32.7.9.6): REQUIRED: 1 TREE (LARGE OR MEDIUM) PER 10 PARKING SPACES 46 SPACES = 4.6 = 5 TREES REQUIRED PROVIDED: 3 LARGE TREES AND 3 MEDIUM TREES REQUIRED: 5% TOTAL PARKING LOT AREA LANDSCAPED 16,057 SF * 0.05 = 802.85 =803 SF PROVIDED: 869 SF SCREENING (SEC 32.7.9.7) Parking areas . Parking areas consisting of four spaces or more shall be screened from adjacent residential and rural areas districts. PROVIDED: a. Fence along the south side of the parking lot. b. The adjacent property on the east side of the parking lot has a fence that serves as screening for the parking lot. c. 45 Evergreen (Eastern Arborvitae (Emerald)) on the east side of the parking lot to serve as screening on the east side of the parking lot,. SCREENING FENCE DETAIL SHRUB HEIGHT AT INSTALLATION 2.00' T PLANTING SPACED PER TABLE �7— — — — — — III TOTAL CANOPY - S S00 {. I S LANDSCAPE NOTES: — S �!� — — _ o 1. Contractor to apply 4' diameter by 2-5" mulch bedding Z � so � :� _ � � � S S � S — — around all proposed trees, and mulch bedding around — . shrubs. S 2. All other landscaped areas shall be sodded. 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned 10IV- _J� --- - ' minimally and only to support the overall health of the P plant. I ---/- -_--_--/- / i -- ___ 1- -- 4. All new planting shown on the plan will be completed I / - --- — --- after building and road construction to avoid tree planting > x damage. 5. All disturbed slopes 3:1 or steeper to have low I ? -qY� ---4-_ ___j-------___- maintenance ground cover. _ _-- _ / i ---_ — — 6. Contractor shall plant all landscaping by the first planting I o - season following the issuance of the first certificate of L _ ___ - E CE SCREENING F N / +• -Qs� � / NEW TREATED WOOD y occupancy within the development. �L I I � TREATED WOOD SCREENING FENCE DETAIL PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL >"X8' M SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE 3" DOUBLE —SHREDDED ROOT BALL SURFACE SHALL HARDWOOD MULCH. BE CONSTRUCTED AROUND WATERING BERM THE ROOT BALL. BERM SHALL BEGIN AT ROOT SHAPE SOIL SURFACE TO PROVIDE BALL PERIPHERY. 3' DIA. WATERING RING FINISHED GRADE - TREE PIT DEPTH EQUALS R L REMOVE BURLAP, STRING, AND I DEPTH. MEASURE BEFORE DIGGING WIRE FROM TOP 2/3 OF ROOT BALL. PREPARE SUBSOIL TO _ WITH MOUND TO PREVENT SETTLING — BOTTOM OF ROOT BALL SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. s �z 20 0 20 40 60 Scale: 1 "=20' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHIMP R 4 83 E/61 p6g rw,kl - ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE FINAL SITE PLAN TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP 2511 AVINITY SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING DRIVE HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL, ALBEMARLE COUNTY, VIRGINIA LOOSENED SOIL. DIG AND TURN THE SOUL TO REDUCE THE SUBMISSION: COMPACTION TO THE AREA AND.. DEPTH SHOWN. �7 2020.02.19 SLOPE AND ROUGHEN SIDES OF REVISION: LOOSENED SOIL. 1) 2020.06.29 2) 2020.09.15 ORIGINAL GRADE EXISTING SOIL III=III—III III=III- _ 2X ROOTBALL DIAMETER DIM. -III-- =1 RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 1� 5 `� — —III \ FINISHED GRADE EXISTING GRADE' rl FILE NO 16.050 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF 1 1—� LANDSCAPE PLAN SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. j _I 1 1-1 1 1-1 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. 1 DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ;,III-I�—, —III-I�� 3X WIDEST DIMENSION OF ROOT BALL THE ROOT BALL TO SETTLE THE SOIL. �3X ROOTBALL DIAMETER DIM. 2 TREE ON SLOPE @ 25%4:1 to 50 2:1 SHEET C7ofC11 3 TREE PLANTING DETAIL 4 SHRUB PLANTING —SECTION �� Not To Scale �% Nat To Scale C7_ C7 Not To Scale N Q Q LIJ z� � = X — Lv o W W ry m (n _Q z Of \z Q Q I, �`- FA B d d — — -- -- -- -- --_ — ' I I I I I I I I I I I 7 AVINITY DRIVE / 60' PRIVATE RIGHT-OF-WAY I I I I I I I I I I I i I I I I I I I I I I I I I L--- --------------� I I I I I I. IVII-1=NIVUIVIIIVb rr1riu-II - __ 2. SEE SHEET C9, DETAIL 12 FOR BEGA FIXTURE CUTSREE`i---- T'--_—_- 3. ALL FIXTURES TO HAVE A BLACK FINISH. --___ 4. POLE BASE DESIGN SHALL BE SPECIFIED BY FIXTURE MANUFACTURER/SUPPLIER — ---_1 - _ 5. ALL POLE MOUNT FIXTURES SHALL BE MOUNTED AT A TOTAL HEIGHT MEASURED — --__ FROM THE FINISHED GRADE, WHICH INCLUDES THE POLE BASE. --- 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE �\ INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 7. LIGHT INSTALLATIONS SHALL BE COORDINATED WITH THE DESIGNER. I 8. LIGHT POLES SHALL PLACED BE OUTSIDE OF ACSA EASEMENT. I L.MYnhiaire v;ACCI uIe S , i= IBM end Urn- LUMeP..s LUM Vi= LLF Deers �n MANUFA Ftenarne —o A I Sft[G UE I mu I m I IADL I Eega M523 Prxe-Tap Lurn nagre BEGA Cmvercd :lye LUMCaIV 14.06-2D15 t 995213.1es I A2 2 9dY' 9d54 � 6 1.s7DL� 2 395Z P0%-TGP Lean nari a 6EGA Canv>°rFd o LUMC�W V 10.0621315 99523J[-s G.Nu awn Smmaq Label CaIrrType UnIts I AVq Mau[ Min 1 6 -mm maxemr r. ParkIN Lot mumlamm Fa 12.76 1 13-2 10.4 16.90 1 33m I ion Gild Pmperly.Une 1lumlr nce I Fc 10.18 10.5 10.0 1 NA. I N-A I lan spaong C l LLy1 J QC _m s U C � O J J O � m IJ � f� Obi 0 0 f m Revisions �bFt' 2i y �H C . ti 113 jQm QI ll L E kv) r, iii i_I 2 C O T Z J CO — Ix 0 � .o a d 4i N 0 O y d N O N_ V Z .0 3 w CL 0 0 RA rr V 0 a m z H 3 24' x 36' Page 1 c SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM c� 4 M. SHIMP a 45P 83 r1h, At 0 FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. LIGHTING PLAN SHEET C8 of C11 16.050 0 40 60 Scale: 1 s m I.._y..al 2 R <- .a a ..s .'I -A-.A SEE NOTE 4 A- .'A a .:'A e . -A a - .a 4" ' RADIUS A- -,d ..a. SURFACE a ..n BARE La REDUCE 9 A6E1ThCE 105 502 T STD 6" CURB C9 Not To Scale CG-2 NOTES: L THIS ITEM MAY BE PRECAST R CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. Y FACE PVC FB) WILL BE PAID FOREA9- RRADIAL CIUM, G 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 05" DEPTH) R INCREASED MUCH AS 3" (21" DEPTH) N ORDER THAT TIE SOTTO OF CLRBILL COWOE WITH THE TOP OF A COURSE OF THE P SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 1S' AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE R AN INCREASE N DEPTH. 5.CG-2 B TO BE RED ON R00501WgATSS AWING THE APPEENDIX�ATOFFTRIIERV006T POI➢ DEi1GN MANuu. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRMSPORTATION CO-12 PERMISSIBLE A CONSTRUCTION p5D OLEOS, B" LONG 4' gs MIN. 1 -! 10:1 B� M Ax �B TRUNCATED DOMES A SEE SHEET 1R 4 FOR DETAILS TYPICAL DESIGN 4'-0" BACK OF CURB r'12`1 MAX. A�48:1 MAX. 20:1� ti _2,Mfl� SECTION A -A 4'MiN N ERMISSIBLE & Yf- CONSTRUCTION JOINT SECTION B-B To:1 M 1 10:1 M NOTE: FOR GENERAL NOTES ON THE DETECTABLE WMNNG SURFACE. ALTERATIONS SEE SHEET ICE 4. TR"EWAAY SHALL H AREA SIDE OF MARKED CROSSWALK MEEkLTIIII�/,R/�II II \ 3 TYPICAL PLACEMENT Lnw.>nAV_n r ,.� r�nA.cmoT I AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDE SDEWALK. LANDING (48" WIDE) RECURED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. III SHEET 2 R 4 CG-12 DETECTABLE WARNING SURFACE 510 02 TYPE A (PERPENDICULAR) APPLICATION 7/D5 VIRGINIA DEPARTMENT OF TRANSPORTATION 2030,,p1 2 CG12 DETECTABLE WARNING TYPE A C9 Not To Scale CO-TI �F I A -STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS ("� AS MARLINE ROADWAY (SEE NOTE 3) SHOWN OR PLAINS) L WHEN USED N CONJUNCTION WITH STANDARD CC-3 - I IRAORt6 TO BE AS R CG-], THE CURB FACE ON THIS STANDARD 15 TO - SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CC-2 OR CC-6 L____ CONFIGURATION. 2. SEE STANDARD CG-12 FOR CUR RAMP DESIGN TO BE ----�� S(RSEE B SIDEWALK USED WITH THIS STANDARD. 6 NOTE 51 OPTIONAL WPAYEO SAKE _ _ _ FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE RIP LINE (EXCEPT MY SUBGRADE STABILIZATION ---- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE JOINT _- i E%PANSION OMITTED N THE ENTRANCE.) JOINT 4. RADIAL CURB R COMBINATION CURB AND GUTTER CONSTRUCTED THE R/W LINE NOTE: OR "O SE w MANLNE ROADWAY EXCUp �� SWOTHHOW TYPICAL SHOWN OR TYPICAL SECTON. A4M PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RADR CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MARLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIOEWAK & CURB RAMPS IWPARMOLD CURVE (ENTRANCE ONLY) WITHIN WE LIMITS OF THE RANSHOULD W INCREASED TO 7".(SEE CG-llI i'TIION°AFL iLOW PAVEMENTONuRE CHANGE M _ --_-- 0 B. MANS ARE i0 INDICATE WHEN CONSTRUCTION OF A FLOW (SEE ENE IS REQUIRED TO PROVIDE POSTWE DRAINAGE ACR05S MAO&K ROADWAY - - - - - - - NOTE 7) THE ENTRANCE. ex_0 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 7rCHANGE'-�M SL- 0 O` ME LISTED IN THE ALLOWABLE OCRANCE RADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONECTIONS. 2.1 FR COMNERGAL ENTRANCE INTERSECTION NOTES 6- WHEN CG-11IS USED FOR STREET CONNECTIONS. THE ® CONSTRUCT RACE CHANGES WIN A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED N ACCORDANCE WITH AASNTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE sG14T DISTANCE AND � NR VALUSIGN E REQQUIREMEE'NTTS. STOPPING 9. OPTIONAL FLOWLNE MAY REOUNE WARPING R A -y 4„Hr PORTION T CUTTER TO PROVIDE POSITIVE RANKER B ACROSS THE LATTER SS H ON. 'ITII -tllHA ALLOWABLE ENTRANCE GRADE CHANGES OLN E. •. . OAHdSRETE' SECTION C-C ENTRANCE VOLUME GRADE CHANCE CESRAR_ MAXIMUM MIGN MORE THAN 1300 VPD 0 X 3 x MEDIUM 500-1soD wo s 3 z e x LOW LE55 THIN S00 VPD s 6 X !X NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION METHOD OF TREATMENT ��T ROAD AND BRIDGE STANDARDS wz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATESHEET 1 a 1 VIRGNIA DEPARTMENT OF TRANSPORTATION 2037 3 �VDOT: METHOD OF TREATMENT C9 Not To Scale OG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO SE CLASS M IF CAST IN PLACE. 4000 PSI IF RECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET R LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG-6 6 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 1-4-1 1 �2" R R THE VDOT ROAD DESIGN MANUAL. 6" • D ' • D ' • D ' ! p ' • D I 1, T, A A A A A A A A A A • , l _ - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PTO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T" IS MANTNNEO. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 105 COMBINATION 6" CURB &GUTTER H2019 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 COMBINATION 6" CURB 8c GUTTER C9 Not To Scale +5 DOWELS. W LONG A 'ERMISSBLE AT 12" C-C -OKINTTRUCTON S. MIN. 121 MAX m� y I ' 112:1 MAX _J B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 41 MAX 20 :1 qB:1 MAX MIN. SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERA- NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY RODE N PERCENT MINIMUM RAMP LENGTH IN FEET {" CURB fi" CURB 0 { 6 1 5 T 2 5 e 3 6 9 4 8 2 5 0 5 6 4 5 3 U) In 0 4 U a - y a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK cc-Iz NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION REV 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 5 CG-12 DETECTABLE WARNING TYPE B C9 Not To Scale DI-3A, 38, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONSTME `APPROACH ExPANSION JOINT 3'-D" FRAME & COVER BACK OF SIDEWALK JOINTTTERSEE STANDARD IC-2. i WARP E❑BOR6 G q•' 2" o�GUTTER2BARS C 6.. .,6„ 0 BM C 2„BASEARS F ISMS B = aTHARDHME AyyIz +P HOLE. 05 o NOTE 8 NOTE 5 e" 8" 0' 6' MIN. PLAN SECTION A -A hA 10' MAX, KEYED CONST. JOINT L-VARIABLE - MAX. 20' 1- 2'_i WARPED 2'-0.,�{e.. 2._6.. ra S. 3..0.. 2„ GUTTER av f B M' BARS A APPROACHTE a n TF B S G _BOORS F BARS E �BiNi3" DIMETER ISMS E WEEP HOLE FRONT ELEVATION sMBARS a - - -- (GUTTER REMOVED) j1�„ 5XI/," BENT PLATE SECTION B-B 8.0 P N I R � n- TYPE AROSE DETAIL SHALL BE USED WITH CG-3 & CC-7 STANDARDS.L2PTZE'A " GVANI0 TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 & CG-6 STANDARDS. TYPE A TYPE 6 %'X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON M ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH yz" X 4" STUD SEEM NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ ABR. PAVEMENT DI-3A,L- DI-09 L DI-3C L WARPED PAVEMENT - ---__--_-- - - FLOW FLOW (/�� I FLOW 1 0 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL �vooT STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD MD BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - B' 233 104.09 OB/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 s )STD CURB DROP INLET C9 Not To Scale M-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLP RESISTANT NTEGRA- SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY SE USED WITH THE APPROVAL OF THE ENGINEER. 7777 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR MOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CM BE CAST IN BADE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,rt 5. REWIRED BARS ME TO BE NO. S X B" PLACED 1'CENTER TO CENTER ALONG t2M MMIx BOTH SEES OF iNF RAMP MOOR, MD -DEPTH OF RNP FLOOR. MINIMUM CONCRETE COVER IVJ'. 6. CURB / CLUB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED IN PAYMENT FOR COD / CURB AND GUTTER. TYPE B 7 CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEDSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CR6SSWALKS AS SHOWN R ARMS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIREM=E HYDRANTS, DROP NI-ETS. ETC. ACCESSIBLE ROUTES PROVIDE A CORTINIIOUSUNOBSTRUCTED STABLE,FIRM MD SLP RESISTANT PATH CONNECTING ALL -ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED.ENTERED5AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS ROVIDED THAT * , 2" HIGHER THANTHE CURB OPENING IS PLACED WITHIN THE OUTS OF THE CROSSWALK AND DGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE COB OPENING IS PERPENDICULAR TO THE CURB. AT ** SINE AS TOP OF CURB 9. OCVCRTITEE S N� Is 4"E7MHIE1CK. OFEARTHEPE�NT�EDMIEOAVYARTIR� OT ° TYPE C .REFER TO ST CI CG-15.CWMEM, ENTR/RCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFRC)FOR CONCRETE DEPTH. 10. WHEN CURB RAPS ME USED N CONJUNCTION WITH A SHARED USE RAW. THE MINIMUM WIDTH SHAI. BE THE WIDTH R THE SHARED USE PATH 1.8" - 2.4" TRUNCATED DOME C-C O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : 000000000000000, + 16 p 0 0 0 0 0 00 00000008 M,A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 02" SOX -65XR BASE DIAMETER 0 0 0 0 0 0 00 0000000� 000000000000000 0.6" - 1.4" BASE DIAMETER VARIABLE 4'NNIMUM. PAY OMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACEWORKARON GENERAL NOTES REV. 7/06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 5 z CG-12 C9 Not To Scale Gc-12 CTABLE WARNING SURFACE GENERAL NOTES A -t, PERMISSIBLE CONST. -- 5' MIN. JOINT A-; �" AEJ SEETRILI'DSFEET I OF 44 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0' 1 BACK R C 20 :1 2' MN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY TIME IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 1 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 ] 14 T 13 1s 8 IS 15 a 3 0 o LE VJ Ijjl CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VMY TO MEET EXISTING MELD CONDITIONS ANDROADWAY GEOMETPoCS BONDING THE DIMNSIONS AND SCORES ME AS NOTED. i a 5 ** 2' MW� J AT * . 2" HIGHER THAN -[\ EDGE OF PAVEMENT AT**, SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CM BE USED WITH ADJOINING BUFFER STRIP. LADING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CM BE PROTECTED BY A LANDSCAPED SETBACK R CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTE: THE MOORED LENGTH OF A PMALLM RAMP IS LIMITED TO 15 FEET, REGARDLESS R THE SLOPE. SHEET 4 OF4 CG-12 DETECTABLE WARNING SURFACE REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 5 2 203.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 8 CG-12 DETECTABLE WARNING TYPE C C9 )Not To Scale A _..d 4" - 3,000 PSI CONCRETE a4 q. 0000000000000000I 4" - VDOT #21A BASESTONE I I I I COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 9 \TYPICAL SIDEWALK SECTION C9 ) Not To Scale 2" OF SM-9.5A SUPERIPAVE 0000000000000000 _ _ 6" - VDOT #21A BASESTONE III.IIIII.IIIII.IIIII.IIIII t-COMPACTED SUBGRADE MIN. CBR=6,0 TO BE FIELD VERIFIED \TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale 6" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER, WIRE REINFORCING OR 00000000000000000 #4 BARS AT 12" O.C. -III-III-III-III- 4" COMPACTED VDOT #21A -III-III-III-III `COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 11 Dum ster Pad Detail C9 .Not To Scale to LED pole -top luminaires - Asymmetrical light distribution Application Type: LED pole -top luminaire with asymmetrical light dlsWbution designed for the BEGA Product: Illumination of parking areas and roadways. Tool -less entry with hinged door for ease of maintenance. Provided with slip fitter to fit 3' O.D. poles. Project: Materials Modified: Luminaire housing and pole fitter constructed of die-cast marine grade, copper free (50.3% copper content) A360.0 aluminum alloy Clear safety glass with anti -reflective coating for increased transmission Reflector made of pure anodized aluminum Silicone applied robotically to casting, plasma treated for Increased adhesion High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP66 Weight: 19.0 Ibs. EPA (Effective projection area): 0.75 sq. ft. Electrical Operating voltage 120-277VAC Minimum start temperature -30°C LED module wattage 92A W System wattage 106.0 W Controllability 0-10V dimmable Color rendering index RS> 80 Luminaire lumens 9,464 lumens (3000K) Lifetime at Ta=15°C >500,000 h (L70) Lifetime at Ta=35°C 308,000h(L70) LED color temperature 4DOOK - Product number+ K4 3500K - Product number+ K35 3000K - Product number+ K3 2700K - Product number+ K27 Available Accessories BEGA can supply you with suitable LED replacement modules for up to IMS-1_2 Internal motion sensor - 8' mouting height 20 years after the purchase of LED luminaires -see website for details IMS-1_3 Internal motion sensor - 20' mouting height IMS-1.4 Internal motion sensor - 40' mouting height Finish - narrow All BEGA standard finishes are matte, textured polyester powder coat with 111110S-L7 Internal motion sensor - 40' mouting height minimum 3 mill thickness. - wide Available colors Black (BILK) White (WHT) RAL: FSIR-100 Configuration tool Bronze (BRZ) Silver (SLV) COS: See individual accessory spec sheet for details. Pole -top luminalre - Asymmetrical light 0istribubonn IUD A B C 99523 92AVI 13°Ys 3 26 nlXn nKVK JI lbr Use WMI aT TO 35' Pries BEGA 1 O00 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 int0®bega-us.com WeroMe tly,amb non W IMMirq "Mu[b entl tM eawcvtetl leMndglies.lwninantlale °n IMe aM1w1 iewblem b eM1e,lpe "AIM tliemliwl of eEW N°M Nmr'ra Ftt1M nml curw,IleeM,bl Ee", Olmee "1e,b.mm o °°PPgm eEwz0le upM.Mtl 011Dunne 12 )BEGA EIGHT FIXTURE DETAIL C9 Not To Scale .375 .375 1S 2 4 675' 5' RESERVED- 2C 4.25 4.25 1 PARKING_ L2C 1 4'' 6 4"75 75 I 25 ©t2 R7-8 NO PARKING c V N ACCE SIBL n R78a PENALTY $100 - $500 FINE TOW -AWAY ZONE (To be mounted below accessibility parking sign) 13�Handicap Parking Sign Details C9 Not TO Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE V0.22902 JUSTIN@SHIMP-ENGINEERING.COM 4 .4 M. SHIMP R 83 E�gZp�� YWet- FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. SITE DETAILS SHEET 09 of 011 16.050 C9 nO Es: sNlNxo Or MwxaE MD DEFT NRERTS N ILLOION+CE W" TNs ORAWM 6 To . Y TO THOK STRMTL S s CMD ON PUNS OR WI M T OF PIPE 6 MOVE NVERT OF NF STRMT. t MI E OR g DIET 6 TO W Ftl D AND CONSTRUCTED N ACCORD i WT°I IPPLICI STNLIRO OR SPEC4 DRAWNO. THE NVERT SNWNO M DETNLED HEREON 6 TO COMMT Of A PORTLMD CE+ENT CONCRETE W COIFORWNO TO CLASS M OR CLASS C1 U% T TNAi 135E OP COMSE /OCRECAIE WT BE UP TO a N NN.ETER MO caxAsr Of sTgE. BIIOIQN 9tlCN BROKEN CW E OR BROKEN CONCRETE BLOCK. TIE SMFe/3E S.kL RE LEFT 9 OTH BY MEMIS OF XN9 1ROWEl1NC. lYll$ OF THE COMSE AOOREOATE SMN1 PdM+ EXPOSED aiIPE To E ATION OF MD-PONT OF L/A4£5T PEE �WfIroET PIPE" M NVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS �TOORAN DETNLS OF RMRT SNIRN AS SIbWH IEIEON IRE FOR E% E I &LY T BEST ITTT TM PM�TCU�LAR 1 L MD aR T CaMT DON MD ROW I NM SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDOT S IOMATTDN Roes AND OR=STMDIRUS STANDARD METHOD OF SHAPING REFERExCE 0 � , REMON 0A E MANHOLEINLET T OOPAR TATON ]DI STD METHOD OF SHAPING MANHOLE 8c INLET INVERTS Cl o NTS UNDERGROUND DETENTION CONSTRUCTION NOTES: IMPORTANT: THESE NOTES ARE GENERAL INSTRUCTIONS FOR DESIGN AND CONSTRUC110N OF THIS DETENTION SYSTEM. MANUFACTURER'S GUIDELINES SHALL SUPERCEDE THESE NOTES. IF DISCREPANCIES OCCUR BETWEEN THESE NOTES AND MANUFACTURER'S GUIDELINES, CONTACT DESIGN ENGINEER IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL MANUFACTURERS GUIDELINES. CMP DETENTION NOTES: 1. MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE. THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION AND TO SUPPORT HORIZONTAL PRESSURE FROM THE PIPE. THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: 1.51D + 12". 2. MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE: 3.OD BUT NO LESS THAN D + 4'0". 3. FOUNDATION SHALL BE WELL CONSOLIDATED & STABLE, CAPABLE OF SUPPORTING FILL MATERIAL LOAD. 4. OPEN -GRADED GRANULAR BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE., MIN. 6" IN DEPTH. SUGGESTED PARTICLE SIZE OF 1/2 CORRUGATION DEPTH. 5. PIPE MATERIAL: 16 GAGE ALUMINIZED PERFORATED CORRUGATED STEEL PIPE, 5"x1" CORRUGATIONS OR EQIV. 6. HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION. 7. THE BACKFILL MATERIAL SHALL BE A FREE -DRAINING, ANGULAR, WASHED -STONE PER AASHTO M 43. USE #57 STONE FOR BACKFILL. MATERIAL SHALL BE PLACED IN 12" MAXIMUM LIFTS AND SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL -SLICING, RODDING, AIR -TAMPER, VIBRATORY PLATE OR OTHER EFFECTIVE METHODS. COMPACTION IS CONSIDERED ADEQUATE WHEN A DENSITY EQUIVALENT TO 90% STANDARD PROCTOR IS ACHIEVED OR WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR OR UNDER FOOT. THE PROJECT ENGINEER OR HIS REPRESENTATIVE MUST BE SATISFIED WITH THE LEVEL OF COMPACTION. INADEQUATE COMPACTION CAN LEAD TO EXCESSIVE PIPE DEFLECTIONS AND SETTLEMENT OF THE SOILS OVER THE SYSTEM. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO -LIFT DIFFERENIIAL BETWEEN THE SIDES OF ANY PIPE IN THE SYSTEM AT ALL TIMES DURING THE BACKFILL PROCESS. BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID: DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM. B. INITIAL OPEN GRADED GRANULAR. BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). 9, TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT. 105INAL BACKFILL MATERIAL SELECTION ABOVE THE SPECIFIED STONE LAYER IS COMPACTED SOIL BACKFILL, MIN CBR=10, PER PARKING LOT PAVEMENT DESIGN SECTION IN THE PANTOPS CORNER SITE PLAN. 11.GEOTEXTILE SHALL BE USED AROUND TOP AND SIDES OF STONE BEDDING TO PREVENT SOIL MIGRATION. 12.FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE PIPE DIA. 2. FOR PIPE DIAMETERS 72" AND LARGER NO LESS THAN 36" SPACING. PROJECT SPECIFIC SPACING IS x DIA = 48". 13.CONTRACTOR SHALL ENSURE DETENTION PIPES ARE SOILTIGHT AT JOINTS BY UTILIZING GASKET AND HUGGER BANDS. (SEE CMP BAND NOTES) CMP RISER NOTES 1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT. 2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4. 3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL. 4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT. 5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: a.12" THRU 48 . 1-PIECE b.54"+: 2-PIECES 6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED. 7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS. REFER TO RISER DETAIL. 8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES. 9, PREMANUFACTURED STUB -OUTS FROM THE DETENTION PIPES SHALL BE PROVIDED FOR RISER CONNECTIONS. ALL OTHER RISER JOINTS SHALL BE SOILTIGHT. CMP HUGGER BAND & SLIP JOINT NOTES HUGGER BANDS OR EQUIVALENT SHALL BE USED TO ATTACH SECTIONS OF CMP PIPE. SLIP JOINTS SHALL BE USED TO ATTACH RISER SECTIONS WITH A TOTAL HEIGHT z 10'. BAND MATERIALS SHALL BE 16 GAGE ALUMINIZED STEEL OR EQUIVALENT PER MANUFACTURERS RECOMMENDATION. 1. BANDS SHALL BE SHAPED TO MATCH THE PIPE. 2. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: a.12" THRU 48": 1-PIECE b. 54"+: 2-PIECES 3. BAND FASTENERS SHALL BE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. 4. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2-2/3"x1/2" PER MANUFACTURE RECOMMENDATION. 5. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 6. O-RING GASKETS SHALL BE USED FOR RISER CONNECTIONS. FLAT CASKETS SHALL BE USED FOR CMP DETENTION PIPE CONNECTIONS. 53- 53 52 52 51 13 WATER MAIN PROFILE CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' 535 530 525 5520 0D15 Vr R GALVANRED STEEL STEP wniANr WhFN Rfl1NNxN ROO CAL SECTION ff Wx,.RP ED Y,NWNLE IxRU PI TE ..M6. SlFR m x x:amru siwcluaD OR A urm OF.•Y OR . x.R,mRRN•uxx,xxE.�'��.�6 ,� 9lRDPlUE WILL. MAWWr s1Ev Eveom TO c W^ cc. iIEPS IxI.W A MMx TO Of ]Ix P0.M6 ""0" v*vw"% xxu Tlc r.vx z Tle xrvovr. xl ro ff vo NHTL xx IRFIWMIIr muao FOR T F FOR IW onRl MPTx Nry srNcveq/Q� ypq �Br NTO M°m°VM9 TE / TMOR °RYIX,MID MAYb Of Y' dfflYY]IT sTEPS M�ERW x Ml6 \41, as wTmNS ,uT FTRMax T.RL5N0cINMRie"Tsxnx'w 1 ®x'vlm� ,Tln mrtwx.�LTw Tc voml °mi5 1�FD NPq Cfw i OR M u5E /PomvNOF 3RM xL xsi sxxA BT Wml 5M:9;TxR . . suFmm suw n Wrt xD, mxm iP, meRr.Rim KWNm. FVW W CWm 446IG6 ..TOW. PE rMYC/.RD W /OCOmM2 mrx N ,isPN�R {iuAi`m wrx�WTl°SxN'°E°mz sN�ei'msN""Am�srm 946YA°ttN°M•',C{�W.N�A �� CtlfeMN' TO ROD1K ALUMINUM STEP M"" STEP RIXOPWor TRa p9i TwmSTANDARD v 1 2 MIN. LADDER STEP DIMENSION Cl 0 NTS �24°� (standard Hardware (TYP ) ELEVATION VIEW V8" Neoprene Gasket (24" Wi -` LY1 24" Wide Band Standard Hardware (TYp•) SECTION VIEW 3 CMP HUGGER BAND DETAIL CIO SCALE: 1"=5' Ai A2 550 545 540 535 530 525 520 .. SOMEONE!��� .. 1„ E •�� Cam Ell (dFIC��'i' a•Im ^ 4 4 L 4•lTr]JG� -1111811 Clime MINNIErs1 550 545 540 535 530 525 • 10+50 11+00 11+5??D 4- zz o » 6 STORM PROFILE Al-A2 CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' s ° a d ° 6) tT 0 30' ACCESS R S'ER / S S STRASHSSCFZEEN7SS O 1 S S S S h -- - C1 �'_SWM ESMT r-Q S DP B1 I 00 LF 84 CMP DE TION AIN --- -- -T - t.� 60 LF 8 " CM DET NTIO ODE AIN TRAS ScSC EN ® n2 - -- 30" C ESS ISER WEIR ATE. -_X -X _X7--------------------_ --- - - / 3: DETENTION PLAN VIEW CIO SCALE: 1"=20' 545 540 t �5 530 525 10+00 W TOP VIEW SECTION A -A CONNECTION DETAIL DOUBLE BOLT, BAR & STRAP RIVENTE°CMP. OR MNU WRX ANNULMENOS CMR SHEETS ON MMEDTORAxo ISAMEoiN3E! SNIPNRO mmo ox R�cExTERS 4 CMP SLIP JOINT DETAIL CIO SCALE: 1"=5' 550 B1 B2 545 540 535 530 525 p m o z 0 U Z � O Z O Y ,no N�� m r70 OMO rno 6 ro f `F" 1&07 LF -oo. �!E o@ 221 N �z v`�i o> ri vNi 550 545 540 535 530 S5 z � � 10+5� STORM PROFILE 31-132 CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' MH-1 FRAME & COVER 4" MIN. 4" PREMANUFACTURED- RISER STUB I �I II HDOOER BAxO • o °Dope • ep eoo eoQ° • oo°O°oe °oo°Oo . •�°$pevoeso° WWW .00000° W° s dWeW .0 C epee OO,oP°°W I.vu lllrll'Ir 1 1 41r pl d I • 1 1 1 d I. « iI .. �. .�.. 1.n xxl•1 .a .i is Il+ tir�'I lull 11 """"WP � F.IrR'Nlinu Pl.t nr BMP TRASH RACK sUU TOtvx New Trash Rack 1" Holes 30% Opening Area O000 0 O O 00 O O O C 00000 00 00000 O 0 0 00000 0 0�0 0 12" Front Section cc 6" Side Section 5 ORIFICE TRASH RACK DETAIL Cl O SCALE: 1 "=5' C1 C2 550 545 540 535 530 525 • r -��IJV/IJJ:dfllJ m ��AE�I- ��a . ■ 4 � �flil�ll• �� r .III•-:�� ■EM-�O lid 550 545 540 535 530 � 1 1 +' 11+ 557� 5 z 0+50 1 00 StT �- z o> - z 8 STORM PROFILE C1-C2 CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' rFOR RISERS IN ASPHALT PARKING LOT, PROVIDE 5 DIAMETER CONCRETE SUPPORT SLAB 4' THICK', 3000 PSI. PROVIDE MIN 4" GAP FROM TOP OF CONIC. TO RISER RIM ELEV. TO ALLOW ASPHALT PAVEMENT COVER PROVIDE 6 VDOT #21A GRAVEL BASE UNDER CONC. RING WELD LADDER TO ACCESS RISER. CONTINUE LADDER DOWN TO CMP DETENTION INVERT 30" CMP RISER 7' CMP DETENTION 7o ACCESS RISER DETAIL CIO NOT TO SCALE w w EX. 0 CD GRADE 'AECE�S-ROSE - w cn CD ¢ _ (SEE DETAIL) JOP PIPE . 40-MkrTS TOPS STONE x,7 STONE WRAP _... GEOMEMBRANE. MEMBRANE W. US TO�PPE -536, 00 _ 160 -- l; LLL NW FILTER FABRIC-536.GO0 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100.0 �- _ STEEL WEIR PLATE I 4.0 40 P€RF PSG- I 1 I (2 BARRELS) MAX. 100 LF HUGGER BAND W. GASKET AT CMP I I PERFORATED ALUMINIZED CMP TYP. ( )_ I UNDERDRAIN @ 528.0. JO�,�,OCAA0P1 INCLUDE 3" STONE SUMP i 7.0'� PROVIDE MIN. 6,157 CF TOTAL PIPE PER. MNUFTR. SPEC. CMP '( -Ai-0NG-UNDERDRA+P}-TRENEH- i 1\ F i STORAGETT - LINV=52U.00 ` 1LINl 15" HDPE WEIR TBOTTOM STONE 1EIATMLSE T_' TTI:N- �,'.,.CC' /LhLAP ® BOTTOM SOl1D. & UNDERDRAIN OUT INV =52$00 10+50 14 DETENTION PROFILE CIO SCALE: VERT. 1"=5', HORIZ. 1"=10' 11+00 545 540 _ TOP WEIR=533.00 4" 0 ORIFICE �\\ 12"x18° TRASH RACK 14 GAGE ALUMINIZED STEEL WEIR PLATE. WELD ELE=530.0 TO INSIDE OF CMP PIPES. - - - - - INV ELE=527.00 11 WEIR PLATE DETAILL CIO SCALE: 1 "=5" 18 GAGE ALUMINIZED STEEL WIRE TRASH SCREEN. WELD TO INSIDE OF CMP PIPES. 12 TRASH SCREEN DETAIL C� Q NOT TO SCALE COMPACTED SOIL TOP ASPHALT=539.0 BACKFILL CBR=8.0 40 MM ASTM D-5199 HOPE GEOMEMBRANE._\ WRAP MEMBRANE W. US 535 160 NW FILTER FABRIC SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE V0.22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHIMP 4 83 E�g2��� YWet- FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: EX. GRADE PROP. GRADE TOP ASPHALT=539.1 2020.02.19 REVISION: _ 0 MM ASTM D-5199 INII=I1 I �=III=1 I I PE GEOMEMBRANE. 1) 2020.06.29 WRAP MEMBRANE W. US E--PAVEMENT ---3----------------- ---A160 NW FILTER FABRIC 2) 2020.09.15 VE EN _F,. „ 1'#57 STONE A 10-YR WSE 533.91 7:0' "� 2' MIN. 1 _ R 2' N. OVERLAP iE 3:0� 4.0' 84" PERFORATED CMP 3.0' ii OVERLAP (TIP.) E 1-YR W 2.1�5 E LADDER SPACING (Typ) EE (TYP.) WELDED TO i US 160 NW 530 CMP FILTER FABRIC i INV ELE=529.0 _ (SIDES) 1' #57 STONE BOTTOM STONE=528.0 1 III=III, III- I Iffi I-m I IE1 I I=I I I-f I II -I I I- fir" - u l-I � I -I NOTE: FABRIC & MEMBRANE 2' MIN. OVERLAP 2' MIN. OVERLAP SHALL NOT BE PLACED ON 4" SOH. 40 PERF. PVC 525 UNDERDRAIN ® 528.0 TRENCH BOTTOM INCLUDE 3" STONE SUMP SOIL SUBGRADE PER 15 DETENTION SECTION CIO SCALE: 1 "=5" FILE NO. 16.050 STORM PROFILES & DETAILS SHEET C10 of C11 C 10 IE - -L.E BOX T.. "ETEP",X (SEE FIG. 5V-'A TH- :.- EI IE': 1 � 2" COPPER WATER MAI - F ITTI1 � \4" <' OF PL'JC THREADED P: .- 2" COMPRESSION FITTP RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4'UNLESS OTHERWISE SPECIFIED BYTHE ACSA • SERVICE LINE TOCONNECTAT MAIN WITH Xl4'TEE • REFER TO FIG_W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC 5HEE TI NG A:. PROTECTION FOR BOLTS. • USE 2500 P.SJ. CONCRETE - LARGE METER SERVICE LINE NTS RC. W-6C TD-12 1 LARGE C11 Not To Scale SERVICE LINE DETAIL 0E �E 0 t___� N R B �Ea s o I� y m EFE, t42y Jsp 3;NumO E 1- Cl E u E E n� mom -R E EE F E $ € iM E'v� o E n E g jF ei F� N� Nu ny Ru 0 0 1 1 TYPICAL MANHOLE FRAME & COVER N.T.S RO &I-0 TD-31 2 TYPICAL MANHOLE C11 Not To Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL 4aMI e• e• MIN MIN. #68 STONE LAR FILL AS 20VED BY ACSA ii \ STABLE SOIL OR ROCK - NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NOROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 3 )DI WATER PIPE INSTALLATION & BEDDING C11 Not To Scale PLUG I I r° 2 t I FOR TEE OR WYE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED, BEDDING AS REQUIRED M SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUND. BEND L H T L H I T 90 2.50 2.50 3.01 0.24 4' & 61 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 200 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8• 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16. 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0,13 90 4.83 3.83 3.42 0.83 10' Be 12" 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.90 2.83 0.52 11 1/4 1.83 1 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 COVER (4-CONCRETE THRUST BLOCKS C11 Not To Scale NOTE: HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- MLLE THREADS WHICH IS THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN 2TO 10' (270') 18"-22" ALVE BO% 7 CU. FT. A68 STONE 42"MIN 5" GATE •"., VALVE 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST \\VIM UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED � WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 6 TYP. FIRE HYDRANT ASSEMBLY DETAIL C11 Not To Scale SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PPE SMALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CRONY) ELEVATION OF THE THE LOWEST PPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL RE CONNECTED USNG A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SRALL BE 2% �Q (1/4' PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 7TREA FINISHED GROUND 2 x 4 MARKER PLUG END OF LJ MAIN LINE SECTION SERVICE LATERAL 6oD' IN NE0 PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 7 SEWER SERVICE LATERAL CONNECTION C11 Not To Scale a i y O M' MIN. --4 4. IF. MIN. ' 1).8•� 6" a. f PG. _ e a 14 MIN. 3r MIN. i IN WNMUT IOCMNG ASSEMBLY 1 MYPA55 NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B TD-15 -9:)TYP. 1.577 METER VAULT C11 Not To Scale EMBEDMENT 8"MIN SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5' IN ANY DIMENSION •-INTIAL BACKFILL* (6• LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4• BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6- BEDDING OF NO. 68 STONE - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. 5-3 TD-34 10 'VYP. SEWER PIPE INSTALLATION IN TRENCH C11 Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHIMP R 4 83 E/6Zp�� TWe1- FRAME & COVER (SEE FIG. S-I-O,E) STREET SURFACE DR VARIES 4" DIAMETER BRANCH YALME BOX FINAL SITE PLAN NON -PAVED AREA NOTE, MIN. 60' DIAMETER MANHOLE AND VALVE SLOPED AREA � REOUIRED, o 2 511 AV I N I TY P � MANHOLE VC ]N SS PLUG 1'-0" MAX 2-D- USE APPROVES RE%I&2 RUBBER KnT. VARIES DRIVE o RUBBER COATED STEEL STEPS CAST IN PLACE 3'-D" MIN s . aFxF FR BIDP @lUNB o F,' E: MAIN RESTRAINED JOINT FITTINGS PRECAST REINFORCED MOP PIPE ALBEMARLE COUNTY, VIRGINIA CONCRETE SECTIONS 12" MIN "0" RING SEALS • 16" AX PIPE STRAPS (STAINLESS SHELF o �Accv cvFMr ON-LINE "B") SUBMISSION: 2' VERTRZY (TYPE MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5` 4'-0" 911 RESTRAINER SEND 2020.02.19 FROM INLET 10 OUTLET 5 BFTFR WFIUENI SHALL BE 0.20 FEET. CONCRETE VARIES PPE . . ' MAIN VARIES THREADED COUPLING REVISION: DEPTH OF FLOW FILLETS CHANNEL TO BE , • SEW SEWER °' ' • " a PPE PVC SLEEVE BRASS NIPPLE AND PVC CAP 1) 2020.06.29 3/4 DIAMETER OF _ LUBRICATE ALL THREADS , CONTRIBUTING PLAN THRUST BLOCK 2) 2020.09.15 SEWER. TT 12" A °• •4 -METER BOX (SEE FIG. W-7) - A FILLETED INVERT FOR A SM00 - PROFILE VALVE BDX TRANSITION OF FLOW BETWEEN M1N 6' BEODTNG VTTH N0. 6B STONE I -N0. 57 STONE INLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6' BEDDING 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO FITTING- �2" PIPE SLOPED NOTE W/ NO. 68 STONE (21FEEr. L VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C. SIZED THE SAME 0.S THE INCOMING PIPE AND CONNECTED TO TO DRAIN IF .- - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE THE DROOP FITTING WI TH STANDARD GASKETJOINT. -'I ES VARIES 2' BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 3.VERTICALDROPPIPESHALLBESTRAPPED70THEMANHOLEATPIPEJOINTS.STRAPSSHALLBEMADEOF 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE STAINLESS STEEL. -;,-TE "-P. VALVE 2• THREADED TAP EXTENDED OR NON -EXTENDED BASES. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT --F :' E I E PLUG FILE N0. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TOSPRINGLINEOF MANHOLE INVERT. INSIDE AND OUT. 5-DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED ATASDEGREES. INTO THE FLOW. DEAD END 16.050 TYPICAL MANHOLE SECTION 6. VERTICAL DROP PIPE SMALL BEIRSTALLEOAT900EGREESFROM THEACCESSSTEPS (TYPE "A") 7. MINIMUM 72" DAM ETER MANHOLE REQUIRED FOR A SINGLE 10.OR 12' DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE-IN TWOS" DIAMETER DROPCONNECTIONS TYPICAL BLOW -OFF ASSEMBLY ACSA DETAILS STANDARD INTERNAL DROP CONNECTION N.T.S N.T.S. NTS MG. w-B FIG. 5-1-A TD-19 FIG. S-1-C2 TD-25 TD-30 SHEET 011 of C11 5 TYP. MANHOLE SECTION: BRANCH TIE-IN 8 STD. INTERNAL DROP CONNECTION 10 BLOW OFF ASSEMBLY TYP. C 11 C11 Not To Scale C11 Not To Scale C11 Not To Scale