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HomeMy WebLinkAboutSDP202000017 Plan - Revision 2020-07-24FINAL SITE PLAN LEGEND EXISTING NEW 10 10 1.00' ---310--- 10 310 17 311.5 X O 311.5 TC x 574X 311.5 TW x 578X 311.5 BW x 578XW /FN 4-N 0 0 �I 0 X 0 X -0- -0- f t RD RD q OF-70 S S GAS n 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 OWNEWDEVELOPER James Rogers Moss 1799 Avon Street Charlottesvile 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. AII 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 Albemarle 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 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' ! "fill Creek or .� �AVINITY DRIVE Ao-SITE s t "40 Stoney crPekpr 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 ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 vJ S a ic. 45 83 01 ZD gee O sS�NAi FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. COVER SHEET C1 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 I I I I I I I I I I 20 FT ACSA UTILITY EASEMENT I D.B. 3997 P. 504 D.B. 3991 P. 243 (PLAT) AVINITY DRIVE 60' PRIVATE RIGHT-OF-WAY I APPROX. LOCATION 120' ACESS EASEMENT TO BENEFIT TMP 90-35L (D.B. 5119 P. 321) I, ---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 AVON PROPERTIES LLC OOOAO I I / / I I I I \ I � I \ , I � � I i I � I I� I \ \ KAITLIN E HOY TMP 091 AO-00— 00-05700 ZONED PRD SINGLE FAMILY ATTACHED II 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 I I I I I I I II ' 1 20' ACSA UTILITY EASEMENT (D.B.5291 P. 357-366) — L i I � 20 0 20 I I I I 401 60 SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O �� vJ 5 a ic. 45083 M �� 'A O rs/o,,� FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. 16.050 EXISTING BOUNDARY & ZONING SHEET C2 of C11 Scale: 1 "=20' C2 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM vJ 5 a ic. 45 83 "�9 %0 4or ,e� O ss�NAi. FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. 16.050 EXISTING CONDITIONS & DEMO SHEET C3 of C11 C3 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM /` O nA vJ 5 a ic. 45 83 %0 ,e� O ss�NAi. FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. SITE PLAN SHEET C4 of C11 16.050 C4 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM /` O nA vJ 5 a ic. 45 83 %0 'A O ssNNAL FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. GRADING PLAN SHEET C5 of C11 16.050 C5 5 Q.':: :.I :L Y 1 Ci _ MP �l I _ I---�_-T ItNTIONTI=�0- - - - 11 \ u I I..�-.I,� iI-_�A so a^Pvc 20 S M x LN cM LATERAL EASEMENT - - DET NTI I -'-_� P IVATE I 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 � j I I I I Plumbing Note: Each building is will - - require a booster pump to achieve 20 psi at the top floor. Estimated I 20 0 20 40 so current pressure at top floor I Scale: I i "=zo' elevation = 12.5 psi. I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM /` �t:" I vJ S a ic. 45 83 "�9 %0 �NAi. FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 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 OLarge 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 & Amur Maackia 6' Ht. 14 92 1,288 Cvs. (Starburst) ^, Evergreen Screening Tree Thuja occidentalis & Eastern Arborvitae 4' Ht. 68 10 680 cvs. (Emerald) 0Evergreen Screening Tree Cryptomeria japonica Yoshino' Yoshino Cryptomeria 4'-6' Ht. 6 123 738 { Shrub Virburnum pragense 'Decker' Prague Virburnum g 18" Ht. 55 44 2,420 + + Low w Maintenance South East Native 150 + + Ground Cover Grass Seed Mix LB/AC + + NOT TO SCALE 9 341 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 9,341 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 IO / .... \ 36 wa 00 d' 1 M { LOW MAINTE�NANCE {. ° d , r/. GROUND C/bVER d 38 + + / { + { .° + + I / In {) ii + + + du Q + <I + _ \ 4 40 d= ° TOTAL CANOPY + '+ _ / } J S —' S � LANDSCAPE NOTES: a S _ — 1. Contractor to apply 4' diameter by 2-5" mulch bedding = + S S S around all proposed trees, and mulch bedding around S S _ shrubs.-- 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 J Q \ of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the P 4. Allnt. new planting shown on the plan will be completed'' �_ _ X after building and road construction to avoid tree planting y:.:::_: ___ - -__-� - ..�X -�X damage. 5. All disturbed slopes 3:1 or steeper to have low ---%, -- /------ _j-==- _- a^ maintenance ground cover. __-/ ---____ - �_ _1 6 C t t h II t III d b th f' t f 1 -- '— — — — — — — — — — on rac or s a pan a an scaping y e Irs p an Ing -.. — --_ /� _--_-____ season following the issuance of the first certificate of :::::::::::L ---- A � -, SCREENING FENCE - � • \ � % occupancy within the development. -- --\ -- N� REATED WOOD - (k, I -_ -- 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 3.5" AND 6" BOARD WIDTHS / FOR VERTICAL VARIATION + 6"X6"X8' O OS ,., 8.00BEAM C L vJ ST.; a� 1 88 ic. 45083 SHRUB HEIGHT AT SET TRUNK PLUMB, SEE - CI_ °' O� INSTALLATIONA 6.00' PLANS FOR EXACT LAYOUT Bqs AND SPACING : %QNAi• 8.00' 4.08' 2.00' ONE CENTRAL LEADER _............. :I (NO CODOMINANT LEADERS, UNLESS SPECIFIED - - - - ORIGINAL SLOPE SHOULD PASS —III—III—III—III—III- — — — — III — — II III III —II III- ARBOR TIES OR IV. - - - BO E U - - - - Q THROUGH THE POINT WHERE THE I III III —III —III— — - -I—I — — I .... ::. :�:::::::: .::::::::: :�:::: :iii5ii:�:::l:iii:4: ii4iiiii:iir ----- ----- FINAL SITE PLAN 2"X2" S .OAK STAKES 1 Q TRUNK BASE MEETS SUBSTRATE SOIL PLANTING I —III —III —III —III —III- 'I —III —III —III —III —III ;,- III-111-"'-'-�- � _ ...:::::.''����'>���"= = _='>: '" I— — — — — — SET 180 DEGREES APART _ III—III—III—IIII — I III III III I �;;:?�:.. �::..:.::�::.:::::. ::::-;;;. SPACED PER — — — — — — — — —IIII T E ROOT PA KA OU S D C GE III III —III —III III i i i i I iI i I —III— — — — —::.-.::::..::::.�:::::.:::::::...:::- ;:;.:::.� I I I III III III = �::::�;:�;;;:;:;;;;;;;;:;:..:::;;;;;;::;::::;:::: �;;;:.:: — — — — — — — — TAB :>::::::- :::::.::.::::.:::;;::::;;;>;:::::; ::::::;::. ;:::= .,. LE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -.:;�:::::�.':�:::::::�.:::::::;;�::-.. .....::�:::::;:��r:;i:,:�::.. ....... PRIOR TO MULCHING LIGHTLY TAMP III III III III III III III III III III III III III III III I�I_I�I_I�I—I .........:::::::::::.....' .::::::::.::. 2511 AVINITY ---II—II----=_---- III III—III—III_III_I I_ _ — — I III III—IIII — I I_ ................. ��'�'����`�-� `'���-� '""-`' '��� �� ��'����� �'- � � �- � ::.. SOIL AROUND THE ROOT BALL IN 6" ::::.:.:... .. SEE TREE PLANTING DETAIL ......... ....... LIFTS TO BRACE TREE. DO NOT OVER TOP OF ROOT BALL SHALL BE ::::::::.::::::::::::: DRIVE "--" FOR STAKING -" "` COMPACT. WHEN THE PLANTING ......................................... 2" ABOVE FINISHED GRADE -:; iii;:; ...�:::::``:::.. ::::..:::::::.....::::::.. HOLE HAS BEEN BACKFILLED. POUR ..::.::::....................... "''''-'''"�`"" WATER AROUND THE ROOT BALL TO TREATED WOOD SCREENING FENCE DETAIL ........... ROOT BALL MODIFIED AS :::::..:....-:.:.;::;;;-::;;;-::::::::::::::::::::::: .............................................. SETTLE THE SOIL. .� � C5 THAN 1" OF MULCH ON TOP OF :.......:::::i'........... ... ROOT BALL. ..- LOOSENED SOIL. DIG AND TURN ALBEMARLE COUNTY, VIRGINIA ROUND -TOPPED SOIL THE SOIIL TO REDUCE THE SU BMISSION: ::::::::==`j1;s: ...::'. :::-...:.::......... BERM 4" HIGH X 8" WIDE ::;;;;::;;;;- �COMPACTION TO THE AREA AND -.-"- " SET TOP OF ROOT CROWN 2" PULL POTTING MIX AND ROOT MAT - ABOVE FINISHED GRADE ROUND -TOPPED SOIL BERM- -" - -' ABOVE ROOT BALL SURFACE SHALL-""':�'' DEPTH SHOWN. - - - 2020.02.19 ';ii:a...:::::..... :is °f.:s=::aif.:-. ::. .::......>:':. BE CENTERED ON THE DOWNHILL APART TO DIRECT THE OUTER ROOTS "-'-��""'--"` ' �" :'��-""'-_ 4" HIGH X 8" WIDE ABOVE �_ �� �� -"""- INTO THE ADJACENT SOIL. DO NOT _ `-"" - - -" 3" DOUBLE -SHREDDED ROOT BALL SURFACE SHALL "' `...... "" SIDE OF THE ROOT BALL FOR 240. LEAVE CIRCLING ROOTS -"'' - _ - HARDWOOD MULCH. BE CONSTRUCTED AROUND BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF REVISION: THE ROOT BALL. BERM PERIPHERY. LOOSENED SOIL. WATERING BERM 1) 2020.06.29 NATIVE BACKFILL SOIL AMENDED _ __ = - - SHALL BEGIN AT ROOT _ =PERIPHERY. - - BALL --- -- - - - - SHAPE SOIL SURFACE T PROVIDE - S CE 0 0 DE - - - - - -4" LAYER OF MULCH. NO MORE THAN 1" WITH 15% DECOMPOSED - - - _ - - I -- 3' DIA. WATERING RING OF MULCH ON TOP OF ROOT BALL. ORGANIC COMPOST ��������,:.���:'�:�..,.:f:a;;x::.,_�___'`"�:.. ORIGINAL GRADE FINISHED GRADE SOIL SURFACE ROUGHENED _ _ _ — ---c`-r:. , _ _ ..- EXISTING SOIL TO BIND NEW SOIL _ _ _ TREE PIT DEPTH EQUALS ROOTBALL REMOVE BURLAP, STRING, AND - i —III— _— =— III —III —III DEPTH. MEASURE BEFORE DIGGING WIRE FROM TOP 2/3 OF ROOT BALL. PREPARE SUBSOIL TO WITH MOUND TO -- III = III- BOTTOM OF ROOT BALL PREVENT SETTLING - i RESTS ON = EXISTING OR _ RECOMPACTED SOIL TO 1=1—III FILE NO —III—III—III _ III —III —III -_—_— — - — — — — - PREVENT SETTLING' - FINISHED GRADE — _ - =III=11J=� BA L �I d I —III —_I `'. - ..: — _ _ _ _ _—_—_16.050 —III- EXISTING GRADE SLOPE AND ROUGHEN SIDES OF -III=I'I I=III=III=I I —III=III—III—I I I III' ' LOOSENED SOIL. 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF LANDSCAPE PLAN SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. _ —I _ DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND _� — III —III—III— III III III III 3X WIDEST DIMENSION OF ROOT BALL THE ROOT BALL TO SETTLE THE SOIL. —' ' '—' ' '—'—' - �3X ROOTBALL DIAMETER DIM. 4 SHRUB PLANTING — SECTION (:!)TREE PLANTING DETAIL 2 TREE ON SLOPE @ 25% 4:1 to 50% 2:1 SHEET C7ofC11 C7 C7 Not To Scale Not To Scale C7 Not To Scale C N `� as (n W o LLJ = W � LLJ z � X H LLJ C� W W J m Cn _Q z E o< Q AVINITY DRIVE 0' PRIVATE RIGHT-OF-WAY °d I J 0� ° ° a 00 d 00 0� I I e i I I I I I I I I I JI I I I I I I I -;_ I I I I I I - I y - I I p.2 0• 0 0' 0' 'p5 I I °< I x A x 1 0 x 2 0 RZ 1 d . x5g x1p I I a \ m g Qa xp9 � i �• °: x 6 x I d" 1 • I I I I I I I I I I 0 2 x3p x g x5 i xt6 °" 0 d x'b x16 x33 1� xyA x x x x g x a I I I °^ a ° xp6 x2 (y '�8 x3. g� 3'1 2 MN• 3• p' I 02 I I I 1 1 / l •d � x,� b xv 9 x1 g x3!j xrL• c,2 P Fi b `2� II I I I I I 1 I j I I j p. 0� 1. 1. 2• 2 3• 1 p3 I I I I I I I °ad. xp3 xp0 x11 x�6 x10 x21 x.31 '$0 x x 0 x 11 I III I II p0 xp5 x 6 x10 x1 Q x15 22 12 36 0 1 b I I II 6 x 'i x 0 x 2 x 5 x g xp0 x p 1 0• I I ° p. p. p. 1• 1 1 '' x x 11 I I l ` xp p xp p'l xp9 x11 x1 Q b � 22 I I I I I -------------- x A '0 x0•rO x0• O9 ° x2A '12 II I 0.5 I I ----__�_'___��� -- I ------ - _------------- ___ o• o• I I __ I .-------- NOTES: ____ I 1. MH=MOUNTING HEIGHT-- \\� I 2. SEE SHEET C9, DETAIL 12 FOR BEGA FIXTURE CUTSREET--- I 3. ALL FIXTURES TO HAVE A BLACK FINISH. I I I 4. POLE BASE DESIGN SHALL BE SPECIFIED BY FIXTURE MANUFACTURER/SUPPLIER. 5. ALL POLE MOUNT FIXTURES SHALL BE MOUNTED AT A TOTAL HEIGHT MEASURED I I i I FROM THE FINISHED GRADE, WHICH INCLUDES THE POLE BASE. ---� I I I 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE ----� I j INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING ADJOINING RESIDENTIAL I I L--__ i DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM J LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 11 7. LIGHT INSTALLATIONS SHALL BE COORDINATED WITH THE DESIGNER. 8. LIGHT POLES SHALL PLACED BE OUTSIDE OF ACSA EASEMENT. Luminalre Schedule Symbol Qty Label I Arrangement Lum. Lumens Lum. Watts LLF I Description [MANUFAC] Filename -0 4 A I SINGLE 1 94-" 1106 0.720 113ega 99523 Pole -Top Lummalre BEGA Converted by LUMCat V 10.06 2015 / 99523.ies 1 IA2 2 90° 1 9454 1106 10.720 1 Bega 99523 Pole -Top Luminaire BEGA Converted by LUMCat V 10.06.2015 ! I 99523.ies Calculation Summary Label CalcType Units Avg I Mar. Min I Avg/Min MaxlMln I Description Parking Lot Illuminance Fc 1199 8-6 10.3 16.63 128.67 11011 Grid Property Line Illuminance Fc 1014 1 0.4 1 0.0 1 N.A I N.A. I 10ft Spacing F1 C { I I I I I I I I Rpyisions F Lip �w k yy, E C? 2 J d it w � � e� w .. CIL r E L. u z a � Fz� 4 a. C � IYI � o 24" x 360' 51 an V SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM /` O vJ 5 a IC. 45 83 `�9 Z� 4, 'A O ss�NAi. FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. LIGHTING PLAN 16.050 0 40 60 SHEET C8 of C11 SEE NOTE 4 .a..a .a a..r'.e ..A -1 4, e•-" " RI0M5 a� 7y:" "A a;. ..a . SURFACE A:< �.a BASE 105 502 STD 6" CURB C9 Not To Scale NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. S. FACE OFWCURB) RADIUS OF FOMEET. OR CURB. 4. THE DEPTH OF CURB MAY ABBE REDUCED AS MUCH AS 3" INSORDER H) OR INCREASEEITHAT 7HE BOTTOI,M OF CURB ILLMUCH AS 31' (COIN2111 CIDE IDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT N WE ME RD IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. R 5. CG-2 IS TO BE USED ON ROAD AyyRYNS IMEETING WE REOUIREAPPENDIX TIDE VWT RO�DESIRN IMIAMI, RLc14 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION a-1z PERMISSIBLE A CONSTRUCTION 1X15 DOWELS. 8" LONG All il m �B TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 4'-0" BACK OF CURB 12-1 MAX. 20:1 �rMIN»� SECTION A -A ERMISSIBLE CONSTRUCTION JONT SECTION B-B NOTE; FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. A 4' SQUARE LANDING AREA OUTSIDE OF 5C TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED �2 CROSSWALK Al ALTERATIONS TYPICAL PLACEMENT I IF ' AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDEN REWIRED AT TOP OF CURB RAP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 CG-12 DETECTABLE WARNING SURFACE 15 TYPE A (PERPENDICULAR) APPLICATION NEW 7/D5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.OSA NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS 013 F CAST N PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB It GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB It GUTTER. 4, FOR USE WITH STABILIZED OPEN-GRNIED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESGN SPEED AS SHOWN N APPENDIX A R OF THE VDOT NON) DESIGN MANUAL. 6" A A: A; A; A: . . . . , _ Y THE BOTTOM OF THE Cuts AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB &GUTTER 105 502 REV. 9/O6 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 COMBINATION 6" CURB & GUTTER C9 Not To Scale cc-1z •5 DOWELS, B" LONG A ERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN. JOINT 12:1 MIT i I i i' 12:1 MAX B� "B RAP TTRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SAME TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 1 48 2'MIN.+1 SECTION A -A -PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERA, NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 8" CURB 0 4 6 1 5 7 2 s B 3 6 9 4 8 2 5 0 5 6 { 5 TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 c" CG-12 DETECTABLE WARNING SURFACE Era a 5=02 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 2 CG-12 DETECTABLE WARNING SURFACE TYPE A APPLICATION 5 CG-12 DETECTABLE WARNING SURFACE TYPE B C9 Not To Scale C9 Not To Scale OO-n I (RAMS TO BE AS I A a:STREET APPROACH SAME S ACNG ' GENERAL NOTES SHOWN ON PLASU) DI AS MAXIMUM ROADWAY (SEE NOTE 3) (RADIUS TO BE AS L WHEN USED N CONJUNCTION WIN STANDARD CC-3 OR CG-7, THE CURB FACE ON TARS STANDARD S TO _ - _ - - - - _ _ SHOWN ON PLANS) BE ADJUSTED TO MATCN THE MOUNTABLE CURB CC-2 OR CG-6 L_--_ CCFIGUNATION. 2, SEE STANDARD CCI FOR CURB RAP DESIGN TO BE 8 SIDEWALK USED WITH THIS STANDARD. WALK G I NOTE W OPTIONAL WAVED SPACE FLOW LINE 3. MNtILNE PAVEMENT SHALL BE CONSTRUCTED 10 THE vt I R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION i ---- REQUIRED FOR MNNLNE PAVEMENT WHICH CAN BE JOINT�� EXPANSION OMITTED N THE ENTRANCE.) I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRIU TD BEYOND WE R/W LINE NOTE: WIDTH "a' 2'-0" OR A fu' MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RAM CANNOT ACCOMMOOATL II: TlllefNG RE NITS OF ANTICIPATED HEAVY TRUCK MANLIW ROADWAY SLOPE TRKFD, DEPTH FOR SIDEWALK M CURB RAMPS KY PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADMSNMLO BE INCREASED TO 7". (SEE CG-0) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8 %MAX. D SLOPE CHANGE _ _ - - U ® - 6, PLANS ARE TO INMATE WHEN CONSTRUCTION OF A FLOW R.HE IS REQUIRED TO PROVIDE POSITIVE MANAGE ACROSS MANLNE ROADWAY - - - - - - _ - - - - - - NOTE 7) THE ENTRANCE. ex WANT. ® _ _ D 7, THE DESIRABLE ND MAXIMUM ENTRANCE GRACE CHANGES SLOPE CHANCE Y ME LISTED N THE ALLOWABLE ENTRANCE MADE 0 TALE. THESE VALUES ARE NOT APPLICABLE TO STREE' CONNECTIONS. 5.109.1 20' MINIMUM FOR 1 caMMERaA. ENTRANCE INTERSECTION NOTES B. WHEN CC-11 5 USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHI WITH A PARABOLIC CURVE. CONNECTION MUST BE OESONED IN ACCORDANCE WITH AASNTO POLICY AID TIE APPLICABLE REOLWEWNTS SECTION A - A or ED STANCE MAND DESIGN MANNUUK STOPPN, VALUEOK�IMCLUT MENTSW 9. OPTII FLOWLNE MAY REOURE WARNING OF A 4•' PORTION OF CUTTER TO PROVIDE POSITIVE ORANAGE 2' ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES r:1 CLOLE ADS A7" ':. •' CONCRETE SECTION C-C ENTRANCE VOLIWE GRADE CHANGE OESRALE MAXIMUM 1NRH MOLE THAN 1500 VPD 0 x ] x MEDIW I 500-15ND WD 53X 6x LOW I LESS THAN 500 VPD NOTE: ALLOWABLE ENTRANCE GRADE TALE IS NOT APPLICABLE TO STREET CONNECTIONS SPECFICATDN REFERENCE METHOD OF TREATMENT VDOT ROAD AID BRIDGE STANDARDS Sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SKEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 20304 I)VDOT: METHOD OF TREATMENT C9 Not To Scale GENERAL NOTES: 1, WE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 777n WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONCLITHICAIY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,INN AA 5. REQUIRED BARS ME TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF W RA,F FLOOR. MID -DEPTH OF RAOR MP FLOW. MINIMUM CONCRETE COVER IY2". 12`1 MA% B. CURB / CURB AND GUTTER SLOPE TRANRTICIM ADJACENT TO CURB RAAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR A 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 NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS A SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIREpR HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A L'ONTINUOUS G ALL A'DTELIPL�TPTISTANT PATH ?UCESIBLEEMENTSbFAFNCLIYMAC BE APPROACHED,ENTERED -K II MAY AND USED BY PEDESTRIANS. ',E )KI B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2'MN AT ,'K ,2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT )KX , SAME AS TOP OF CURB 9. TYPI &NORETE SID AK IS 4" K. pHENN THEE ONCE RAM CANNOT TYPE C AACDQMI��DDATE THE TU C REOURE T,S OF NNT IPA ED HEAVY TRUCK TRAFFIC.REFER TO ST ARID CG-13,00 To EHNTR CE (WAVY PARALLEL &PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. D. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED IRE PATH 1.6" TRUNCATED DOME c-c 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + YT 0 0 0 O O O O 0 0 0 0 0 0 0 0, - o 00 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.2' IR 507. - 55X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY UNITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE REV 7,05 GENERAL NOTES PO5A6 VIRGINIA DEPARTMENT OF TRANSPORTATION SOY 7 ECG-12 DETECTABLE WARNING SURFACE GENERAL NOTES C9 Not To Scale CG-12 A --*7 PERMISSIBLE COAST. $'MIN. JOINT t_ TILIQ111 AEL SEENSHEET IOF E4 FOR DETAILS TANGENT PLAN STD. CG-2 T-0" 1 5'-0" BACK OF C 12 : 1 { 20 :1 2' MIN. SECTION A -A NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 10F {. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY CRUDE MINIMUM RAMP LENGTH IN PERCENT IN FEET NOTE: THE REOURED LENGTH OF A PARALLEL RAP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 0 9 U= II1I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP WE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING MELD CONDITIONS AND ROADWAY GEOMETRCS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 12 1 s NU7"5ZA67T)K.2" 2MIN HIGHER THANAVEMENT ATXX.SME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAW BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE kRE'V.]/05 TYPE C (PARALLEL &PERPENDICULAR) APPLICATION582.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 8 CG-12 DETECTABLE WARNING SURFACE TYPE C CCC Not To Scale DI-3A 38. 3C EXPANSION KEYED FOR PETALS OF INLET JOINT COAST. BARS D `= APPROACH EXPANSION JOINT 3'-10" SPRAMEEES & LOVER BACK OF SIDEWALK JOINT SEE STANDARD IC-2. i BAR G APPROACH P BARS C q•• •• 2" o m� GUTTER ,7, n BARS C li - BAR C _ I SUBBASE 2' .6.6.6. BARS B rc W - 2 HARDWARE 1' ARS F ) I a 0 ry - - - CLOTH �I z + BARS F WEEP HOLE. I / O N z o SEE NOTE -k. STEPS.'SE NOTE 5 e' .. 1-8_ 6'MIN. PLAN SECTION A -A MIN. �A 10'MIN. KEYED COAST. JOINT L-VARIABLE - MAX. 20' WARPE 2�-0" e" 2•-6•• �B 8" 3. 0•• 2 2•_10•• 2•• APPROACH CUTTER BARS A GUTTER a n y1. « i - m B S78" E BARS F BARS E hBDIAMETER BARS E WEEP HOLE FRONT ELEVATION BARS FBARS B - (GUTTER REMOVED) 1i/„'g��5XI/A BENT PLATE SECTION B-B . ry 'A" TYPE A NOSE DETAL SHALLBE USED WITH CG-3 & CG-7 STANDARDS \ ° / R L2YX21/Z"X'I GAYMIZED TYPE B NOSE PETAL SHALL BE USED WITH CC-2 & CG-6 STANDARDS. TYPE A TYPE B yj'X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON M ANGLE OF 68.30' TO MGLE IRON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT T C-C. APPR.PAVEMENT 01-3A, DI-36 L DI-3C L , -° 'WARPED PAVEMENT P x x - - - - FLOW = FLOW I FLOW 1 0 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL -%VDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 10409 08110 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 STD CURB DROP INLET C9 Not To Scale LED pole -top luminaires - Asymmetrical light distribution Application LED pole -top luminaire with asymmetrical light distribution designed for the 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. Materials Luminalm housing and pole fitter constructed of die-cast marine grade, copper free (s0.3% copper content) A360.0 aluminum alloy Clear safety glass with anti -reflective coating for increased transmission Reflector made of OUR, anodized aluminum Silicone applied robotically to casting, plasma treated for increased adhesion High temperature silioone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP66 Weight: 19.0 lbs. EPA (Effective projection area): 0.75 sq. ft. Electrical Operating Voltage 120-277VAC Minimum start temperature -300C LED module wattage 92.4 W System wattage 106.0 W Controllability 0-10V dimmable Color rendering index Ra> 80 Luminaires lumens 9,454 lumens (3000N Lifetime at Ta=15°C >500,000 IT (L70) Ufetime at Ta=35'C 308,000 h (1-70) LED color temperature 4000K - Product number + K4 3500K - Product number + K36 3000K - Product number + K3 2700K - Product number + K27 BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured polyester powder coat with minimum 3 mil thickness. Available colors Black (BILK) White (WHIT) RAL: Bronze (BRZ) Silver (SLV) CUS: Type: BEGA Product: Project: Modified: Available Accessories IMS-L2 Internal motion sensor - 8' mouting height IMS-L3 Internal motion sensor - 20' mouting height IMS-L4 Internal motion sensor - 40' mouting height - narrow IMS-1.7 Internal motion sensor - 40' mouting height - wide FSIR-100 Configuration tool See individual accessory SPRIG sheet for details. C Pole -top luminaires Asymmetrical light distribution 1111111 LED A B 0 995M 92.41N 13% 3 26 PAcOInrtlWMetl far uea lhM 80'ro36'FaMX BEGA 1000 BEGA Wag CDplrnena, CA 93013 (805) 684-0533 Info@bega-us.com a.ee. aA.,,ienewed gNip Poeu wdtheaswclerearecnnabgles.luminamdataanthisshen IssugeOWchop.rtN aieonandt Rue,Am.lmwm n o,nNl WM a Plr Mr bys-ua.mn 000MT Misalm1& UPAAd Mnme 12 )BEGA LIGHT FIXTURE DETAIL FIXTURE DETAIL C9 Not To Scale 4 4 ...a 4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE =� COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 9 \TYPICAL SIDEWALK SECTION C9 Not To Scale 2" OF SM-9.5A SUPERPAVE 0 0 0 0 0 0 0 0 00 00000000000000 6' - VDOT #21A BASESTONE III COMPACTED SUBGRADE - MIN. CBR=6.0 TO BE FIELD VERIFIED NTYPt To ICAL PAVEMENT SECTION FOR PARKING LOT 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 0U0U0o:oo;o:U0U0U0U0 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 11 Dum ster Pad Detail C9 Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM 0` sQ a.� vJ S a ic. 45 83 06B ss�ONAL FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. SITE DETAILS SHEET C9 of C11 16.050 C9 NOTES SXMING OF MANHOLE NU MHO INVERTS WITH THIS ON R TURFS SPECIFIED DRAWING R TO MPLT TO THOSE STRUCTURES SPECFEO PLANS OR WARE INVERT OF PIPE BE ABOVE INVERT OF STRUCTURE, t MANHOLE OR DROP INLET 5 TO SHE mRKO MD CO HsrRUCIED IN ACCORDANCE WITH MINJEABLE STANDARD OR SPECI& MARRO THE INVERT SHARING a DETAILED HEREON IS TO CORSET OF A PORTLAND CEMENT CONCRETE M% CONFORMING TO CLASS M OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE NAY BE UP TO 4N IN DIAMETER AND CONSIST OF STONE.BROKEN BRICK. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TRBWEWNG. MINE OF THE COARSE AGGREGATE SH&L REMAN EXPOSES SHAPE TO ELEVATION OF MID -POINT OF LARGEST A£. "SLANE CUTLET MAN TO INVERT SECTION A -A OF PPE METHOD OF TREATMENT IN DROP INLETS SLOPE TO MAIN TO INVERT OF CUTLET PIE DETALS OF INVERT SHARING M SHOWN HEREON ME FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR CROP NET IS TO BE SHARES �- IwIVIOUALLY TO BEST FIT THE PMICLLM INLET AND 0I CONFIGURATION AND FLOW LNFS. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES Rom � STANDARD METHOD OF SHAPING SHEET 1 DP , I INVASION DATE MANHOLE & INLET INVERTS 502 tOB.OB AROMA DEPARTMENT OF TRANSPORTATION STD METHOD OF SHAPING ,MANHOLE 8c INLET INVERTS CIO NTS UNDERGROUND DETENTION CONSTRUCTION NOTES: IMPORTANT: THESE NOTES ARE GENERAL INSTRUCTIONS FOR DESIGN AND CONSTRUCTION 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: 1.5D + 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 DIFFERENTIAL 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. 8. 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. 10.FINAL 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 i 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: o.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: o.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. 0-RING GASKETS SHALL BE USED FOR RISER CONNECTIONS. FLAT CASKETS SHALL BE USED FOR CMP DETENTION PIPE CONNECTIONS. 535 530 525 520 515, 13 WATER MAIN PROFILE CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' 535 530 525 520 FI GALVANIZED STEEL STEP �11•�<a�lE REDS :AL SECTION 6 EFW%N�ONTHEP`L,�° E Y/" 4MM IWER E IMF CF SO.. Cc. -v�Ae.WH .r . marts MEN _EI L. „Rif. UUEAND ,NFORRA Y EP. IEN�. UN'� a�TME BE .Il oMvw. N 11MN .F r'eBEe4xr STEP OPTIMA N ..."`C°FISLWAT�W�OR NATEAI E. ET THE IMlwM ROUA.RE1FMS III HEREON AND TIE CONTRACTOR HAS FURNISHED THE ENGINEER MI CETNLS AND CERTIFIED TEST HRY.Rrz OF THE PROFOISE. w.SI AND WAS III WREN MMDVK TWA THE MARVIN FOR THE USE OF SUCH STEPS pFA SIDS 'ABBCHBE 01i XOT URPEE TO. CMI KNNLm. NUMN BETTE S OE FARAWED IN MCMDNICE BETH ASTM BIM .1 NLSWS-R TMi PTflw OF iW.B. N BE T.U. 9MWEMAAAC "WiTEOd BEST CCANTD M ALUMINUM STEP STANDARD STEP F.. . ANDIR. Mpf\ GpMMM OF TRA@MMTIeI REv6lW WESHEET 1 OF 1 WA 2 MIN. LADDER STEP DIMENSION C1O NTS 550 545 540 535 530 525 520 24" Standard Hardware (TYp ) ELEVATION VIEW VIB" Neoprene Gasket (24" Wie- 0 24" Wide Band Standard Hardware (TYp') SECTION VIEW 3 CMP HUGGER BAND DETAIL CIO SCALE: 1 "=5' ZA IIIIIIIIIIIII0 - E�-�>•--spa 0I ` IIIIIIIIIIIII0�7�' i,•71Yn�- ,I Ii-MI�t- �'+�''� IIII�IIIIIIDI•- IIIIIIIIII�11 -!E94•T[-LW ��- �11� � IIIIIIIIIIHII ��IiJLLBl9i'�Y�N1T�.9F.11➢� � 11 �rs��l�iii" IIIIIIIIIIIIII� I7- - �- J �_ o » 6 STORM PROFILE Al-A2 CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' 550 545 540 535 530 525 it ® A \ .A _a I� s o 0 TRASH57STONE /. / O 4 tp t} �.Q lam• / \ o t 30' ACC SS R SER ILI i iS S SSSCREEN#SS - S S - S 00 " c1 I SWIM ESMT A DP B1 ; 100 LEE 8'4" CMP DE TION -�-- a 60 LF 8 " CM DET NTIO PIN - - -r- - uI TRAS SC dEN jF Az �- 3 C ESS RISER e^ :. /� EIR PtATEr= l i'A - - - a -X -X -X - - SVVM 15-ul------------z------------------- T g DETENTION PLAN VIEW CIO SCALE: 1`20' 545 540 535 530 525 TOP VIEW SECTION A -A CONNECTION DETAIL DOUBLE BOLT. BAR & STRAP NELCX WRH ANN=ENDS CURVBBSHBEr SECTION WELDEnrOEAND (FAME OAGEI °RING GASKET REOD FM B°L TIGNTI SGFTWWD SPACER BLOCXSRECTEP RMINLENGT„ RE°9 PER.bMi MMIN,M 4 CMP SLIP JOINT DETAIL CIO SCALE: 1"=5' 550 61 B2 545 540 535 530 525 IIIIIIIIIIIIII�� �ai?MEiMN�Y� ���1�3!FIITa I��II I IIIIIIIIIII� � I I �TL ly"� I��II�TfGTa I�IIIIEN•�7YlYi� IIII��� I � IIIIICaY�11i.�.T N.4'iYlYll�l1� i7[Tny7Yrr�..n© 0 5 0 5 0 z ? 0+ 5 - > z STORM PROFILE 31-132 CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' MH-1 FRAME & COVER -\ r 4" MIN. 4" PREMANUFACTURED- RISER STUB I I IM1gGER BANG 550 545 540 535 530 525 o> zz N,d= LOU • i r11PVA L1011 4BMP TRASH RACK Gu7tD NH 1�1 . ..iYM'i-T.ili r..NIa1I ..Afinn.r New Trash Rack 1" Holes 30% Opening Area 0 000 000000 0 0 0 00 000000 000000 O O O 000000 0 0 0 12" Front Section 00 0 CIO OOO O 0 6" Side Section ORIFICE TRASH RACK DETAIL CIO SCALE: 1"=5' 8 STORM PROFILE CI-C2 CIO SCALE: VERT. 1"=10', HORIZ. 1"=30' FFOR 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 Io ACCESS RISER DETAIL C10 NOT TO SCALE TOP STONE r 7 STONE WRAP MEMBRANE W. USPIPE TOP PIPE =536.00 �----------=536.00 �--+----------- --- -- - - - - - - 6' REINFORCEn , 100.0, RI STEEL WEIR PLATE 4.0 HUGGER BAND W. „ U An I (2 BARRELS) MAX. 100 LF PERE PVC GASKET AT CARP I UNDERDRAIN @ 528.0. I 7. PERFORATED ALUMINIZED CMP (TYP.) PER MNUFTR. SPEC. INCLUDE 3" STONE SUMP I I PROVIDE MIN. 6,157 CF TOTAL PIPE TEE I STORAGE 15" HDPE sEcnaN ARouND WEIR OUT 2' OVERLAP @ BOTTOMJ 10+00 10+50 11+00 14 DETENTION PROFILE CIO SCALE: VERT. 1"=5', HORIZ. 1"=10' 545 540 550 545 540 535 530 TOP WEIR=533.00 4" 0 ORIFICE 12%18" TRASH RACK 14 GAGE ALUMINIZED STEEL WEIR PLATE. WELD 6.00' 1 ELE=530.0 TO INSIDE OF CMP PIPES. H. - R3.5' INV ELE=527.00 11 WEIR PLATE DETALLL C1 O SCALE: 1 "=5" ao) 18 GAGE ALUMINIZED STEEL WIRE TRASH SCREEN. WELD TO INSIDE OF CMP PIPES. I2 TRASH SCREEN DETAIL CIO NOT TO SCALE BE ..�; . ■IN eF: 11 ,• 4 , LL .r 1' #57 STONE 10-YR WSE 533.91 7.0' 2' MIN. E �v E 2' MIN. OVERLAP iE 3.0' 4.0' 84" PERFORATED CMP 3.0' ii OVERLAP (TYP.) E 1-YR�NISE 532.1�5 SPACING (TYP.) IEE (rvP.) E LADDER lE i WELDED TO 6 i US 160 NW 530 CMP FILTER FABRIC i INV ELE=529.0 �_ i (SIDES) E 1' #57 STONE �, � � BOTTOM STONE=528.0 -,1 11=1 I I -I u I I I I I -III -III -III -I I -I I -I I- -- H R R I I III I I-III=1 I I-R � R-R � �-III-III I I (- NOTE: FABRIC & MEMBRANE 2' MIN. OVERLAP 2' MIN. OVERLAP SHALL NOT BE PLACED ON 4 SCH. 40 PERF. PVC 525 UNDERDRAIN ® 528.0 TRENCH BOTTOM SOIL SUBGRADE PER INCLUDE 3" STONE SUMP 15 DETENTION SECTION CIO SCALE: 1 "=5" SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 vJ 5 a ic. 45 83 �9 Z0 4 O ss10Wi�i. FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 FILE NO. 16.050 STORM PROFILES & DETAILS SHEET C10 of C11 C10 VARIES ALVE BOX TO METER BOX (SEE FIG. •::-5 THRU WJ-7E). VARIES 2" CcA E WATER MAI M.J. FITTING 4 4" DIP " PLUG THREADED F. 2" COMPRESSION FITTI:. RESTRAINED JOINT FITTINGS NOTES • GATE VALVE WILL BE 4- UNLESS OTHERWISE SPECIFIED BY THE ACSA • SERVICE UNE TO CONNECT AT MAIN WITH X'R4- TEE • REFER TO HI 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 SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 1 WRIGE METER SERVICE LINE DETAIL C11 Not To Scale �i. B •i„ E u .�, E In G ux _60 d m $ zl a �0 3 E �� o III E ^an � � E nr +E �E a� O T E S,-•_ i' of a� 11 1 TYPICAL MANHOLE FRAME & COVER N.T.8 RB &1-0 TD-31 2TYPICAL MANHOLE FRAME & COVER C11 Not To Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I 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 - 4IM1 - INITIAL BACKFILL 411 UNSTABLE 6" 8" SAIL\ MI MIN IN #68 STONE RANULAR FILL AS .a APPROVED �BY ACSA \ ABLE SOIL OR ROCSTABLE SOIL OR ROCK - NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS 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 Tn-2 3 )DI WATER PIPE INSTALLATION & BEDDING C11 Not To Scale FOR ALL BENDS SECTION 1-1 'JI11111111111 IT FOR TEE OR WYE FITTINGS ,01 ACCOMMODATE WIDEN TRENCH TO 0 - REQUIRED. NO AS JIRE ' 4II�.Sood1ldA SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CUND. (FEET) CUND. BEND L H T -L-F H I T 90 .50 3.01 0.24 4" & 6" 45 22 1/2 .25 .00 2.60 2.52 0.152.00 0.1011 2.25 2.50 0.15 1/4 .00 2.50 0.10 90 3.16 321 0.48 B. 45 2.66 2.77 0.26 22 1/2 J2.25 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 2.16 2.67 0.13 90 3.83 3.42 0'83 10" & 12' 45 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.58 2.86 0.24 11 1/4 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 FIGURED 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 4 1UUINUKL I L HKUS I bLUUKS C11 Not To Scale NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270') 2TO 10' 18'-22° ALOE BOX 7 CU. FT. #68 STONE 42"MIN ',^� _ 6" GATE •� , • VALVE 8" X B" TEE 2500 P.S.I. CONCRETE I `! BASE AND THRUST BLOCK AGAINST 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 Ta 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 PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 70P (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERA45 TAPPED INTO AN EXISTING SEWER MAIN SHALL HE CONNECTED USNC A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 24 (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MNIMUM COVIIR OF 3 FEET. / FINISHED GROUND _L2 2' MIN SALT TREATED 2 x 4 MARKER PLUG END OF MAIN LINE, , SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES 4 SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 M-33 7 SEWER SERVICE LATERAL CONNECTION C11 Not To Scale O ® W MIN. 6' MIN. I- 0.5'6' MIN. A . 35' 16 MIN. -�17.5"� 3r MIN. TII PoMASSEMBLY 1Y'MIH. Li B PA56 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. 1.5 METER VAULT C11 Not To Scale EMBEDMENT 6"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 : L OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2FOR 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" REDOING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. 5-3 TD-34 10 TYP. SEWER PIPE INSTALLATION IN TRENCH C11 Not To Scale SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM /` vJ .5 a ic. 45083 09 Zo Q� S�•�AFtIfF• FRAME & COVER (SEE FIG. S-1-O,E) STREET SURFACE OR VARIES ygLyE BOX NON -PAVED AREA BDI_ MIN. 60' DIAMETER MANHOLE 4" DIAMETER BRANCH FINAL SITE PLAN REOUIRED, AND VALVE SLOPED AREA 0 2 511 AV I N I TY -Y `•"r-ws.� rt~`iroi"" va eavac we cross M.J. PLUG 1'-0" MAX VARIES 21 lISF APPROVED FLEXIBLE RUBBER DRIVE ;.. ♦11 ' o RUBBER COATED STEEL 4• GASXCTEN WATER MAIN STEPS CAST IN PLACE 3'-O" MIN 37or COUPLING RESTRAINED JOINT FITTINGS PRECAST REINFORCED IxI� PIFE ALBEMARLE COUNTY, VIRGINIA CONCRETE SECTIONS 12 MIN :'T:`w ssgsrsEEu ON-LINE "0" RING SEALS 16" MAX 11 W VDED EVERY _'� MINIMUM ELEVATION (TYPE "B') SUBMISSION: DIFFERENCE ACROSS M.N. 5' 4'-0" 90• NEsrRAINEO BEND I SEWER 2020.02.19 FROM INLET TO OUTLET 5 INFLUENT SHALL BE 0.20 FEET. PIPE DEPTH OF FLOW FIOLLNCRSETE VARIES �:•* ; , Pvc SLEEVE VARIES THREADED COUPLING REVISION: CHANNEL TO BE . PPE o BRASS NIPPLE AND PVC 1) 2020.06.29 3/4 DIAMETER OF I LUBRICATE ALL THREADS CONTRIBUTING TT .� -- _- PLAN THRUST BLOCK mSEWMETER 80X (SEE FlG. W-7) A FILLETED INVERT FOR A SM00 • '' • •Y u 1112 PROFILE VALVE B[`A- MIN 6' BEDDING WITH NO. 68 STONE I� _ TRANSITION OF FLOW BETWEEN :`�, NO. 57 STONE INLET & OUTLET PIPE SHALL BE LHEIGHTOF THE YEN TICAL DROP PIPE WILLBE DETERMINEDBYTHE ACSA, BUTSHALLNOT BELESSTRANTWO v i FITTI1,. PROVIDED, MIN, 6" BEDDING (2)FEET. 2" PIPE SLOPED NOTE W/ NO. 68 STONE _ TO DRAIN IF 2 VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO =-! - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE THE DROP FITTING WITH STANDARD GASKET JOINT. �� VARIES VARIES 2° BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 3, YERTiCAL DROP PIPE SHALL BE STRAPPED 70 THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF ` 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE STAINLESS STEEL."WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. 4.SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHAR13E POINT ARE SAME SIZE PLUG FILE NO. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TOSPRINGONEOF MANHOLE INVERT. INSIDE AND OUT. S.DROPCONNECTION DISCHAME FITTINOSHALL BE ORIENTED AXAS DEGREES, INTO THE FLOW. DEAD END 16.050 TYPICAL MANHOLE SECTION 6VERTICAL DROP PIPE SHALL BEINSTALLED AT90DEGREES FROM THEACCESSSTEPS (TYPE "A") 7. MINIMUM 72"DIAMETER MANHOLE REQUI RED FOR A SINGLE 10' OR 12' DIAM ETER DROP CONNECTION, OR SHOWING BRANCH TIE-IN TWOS' DIAMETER DROPCONNFCTIONS TYPICAL BLOW -OFF ASSEMBLY ACSA DETAILS N.T.S STANDARD INTERNAL DROP CONNECTION NTS FIG. 5-1-A N.T.S. FlG. W-8 FIG. S-1I-C2 TD-19 TD-25 M-30 SHEET C11 of C11 5 TYP. MANHOLE SECTION: BRANCH TIE-IN 8 STD. INTERNAL DROP CONNECTION 10BLOW OFF ASSEMBLY TYP. C 11 C11 Not To Scale C11 Not To Scale C11 Not To Scale