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HomeMy WebLinkAboutSDP202000017 Plan - Other (not approved) 2020-02-25FINAL SITE PLAN LEGEND EXISTING NEW -------------- 10 10 71.00, ---310--- 10 310 311.5 121 311.5 TC x x10 578X 311.5 TW x 578X 311.5 BW x 578X"' �..� 6t 1. a r � -----:-----:-------:------- X X -0- -0- � f m m O O RD RD q O� S S -W W 0 � (ev G V O O 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 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. 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 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 I ITE Qty in out Total in out Total Apartment 220 24 units 4 1 10 1 14 10 7 17 Trip generation reflects AM and PM peak hour traffic. STEEP SLOPES Neither preserved slopes nor managed slopes are present on this property. 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 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. TAX MAP 90, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1°=1000' Stahey Cr "-ek 0v Map provided by Google.com y 40 R' 442 AVINITY DRIVE SITE i j 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 Mi11 Creel- Or ti; er �r- SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ML U) TT TcZ TM - TM >- A 1c. Nei . 4+5 F83 FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: FILE NO. COVER SHEET C1 ofC11 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 I I I I I I I I I I I I I I AVINITY DRIVE 60' PRIVATE RIGHT—OF—WAY I I I I , I I � � I I / I / I I I I I APPROX. LOCATION 120' ACESS EASEMENT TO BENEFIT TMP 90-35L (D.B. 5119 P. 3 21 ) AVON PROPERTIES LLC I -000AO -tT SHIMP I I I I \ I � \ I I ENGINEERING LAND PLANNING - PROJECT MANAGEMENT � I / I 912 E. HIGH ST. 434.227.5140 , CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ I I KAITLIN E HOY \ TMP 091 AO-00— 00-05700 — — L %L ZONED PRD — — _ ■ SINGLE FAMILY \ ATTACHED ' II I \ o JUS. IN . S � 1c. N . 45 83 I --� 11 I 1 ' ' I I I I I FINAL SITE PLAN ' I I 2511 AVINITY I I I I I I I DRIVE I ' ALBEMARLE COUNTY, VIRGINIA - � -- '� �- SUBMISSION: I ZONED R1 _ I SINGLE 541 PG 642 RES SENTIAL 20' AC(DABUTILITY PASEMEN j 2020.02.1 9 SIN — — REVISION: I I II I I II I I I IFILE NO. I 16.050 EXISTING BOUNDARY & --- ZONING 20 0 20 40 6o SHEET C2 of C11 — Scale: 1 "20' C21 0 0 2 O I 7 S O O 0 I 7 0 I 0 s � I_- 4 I 4 ° ° I I I I I I v d L--I--------- 4 v d MIA" 1 6'o:o=g'd�=-- =�oe�ss��raaa I 1 I I 1 1 I 1 4 1 ' 1 1 I I I 1 1 1 I I 1 I I 1 \ °4 I I I 1 I I 1 I I I 1 I I I I I I � I I 4 v IT 4 I II FL III _j I 4 1 v 4 dq v 4 4 I I 1 v 4 _ —4 d 4 v / � v I \ 4 v —w w0 AwT77�GTTT�Jl6�w w w w w w w w w w w \ ° ° / 4 G s ° d v G 4 v d d v d 1 Y d 4 4 FH \\---� d d d L� ��— // // PPS / / I EXISTING DRIVEWAY TO BE REMOVED FROM S�PARCEL \ \ AVON PROPERTIES LACE ) �OINING OPEN \ TMP 091 AO-00-00-0 0AA ZONED PRD OPEN SPACE G d� I S 60°38�59" E / 6 7,.68' 1 I v dq v ,/ I � 5' SIDE SETS CK 4 -,_-- \ / \ v — — I d _ \ \ \ 4 I )) � /STING TREE EXISTING TREE \ \ BE REMOV (TO BE REMO E ) ° d \ I \ ° \ I V 4 A ` I 4 I EXISTING a I ENGINEERING HOUSE I LAND PLANNING - PROJECT MANAGEMENT I / I (TO BE d Q / J REMOVED) 1 °� m I I APPROX. LOCATION / \ ,- — _ 912 E. HIGH ST. 434.227.5140 OF 1 I I EX. 8' FENCE ON ADJOINING \ I / 4 Q / // \ v - CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I 1 1 I I � � , i � 1 1 I / OPEN SPACE 4 ' I i I L'- 1 o W I / / / / — — — _ _ \ KAITLIN E M1/0Y TMP 091 05�1000 /0 � = 1 O / EXISTING TREE / — — — ZONED/ PRD i ( / - ■ 1 CD I x O I I / (TO B REMOVED) / \ 1 SINGLE �-AMILY/ I I I z I I ° ATTACHED � EXISTING TREE \ \ / i ; I; I i 7 tz (TO/BE REMOVED) \ I —�— _ I I i �/ i � JU Fiji . S i ,c. N .45 83 + LLJ P ACK I--_'�------- �_ / / / SIDE SE I I I ---_ ___ / I I I it I I r okzr�_ ---_� -- 8 FINAL SITE PLAN _= �oyG - — %------- �=--- _ /'-----------__= — I I 2511 AVI N ITY --- _ 1 % ---__EDWIN BARBOUR i I �.--____--__DRIVE I1 \ I 0 TMP (gq-CQQ,00-035G0 \ ZONED R1, I I I � I I I _ -J I ' \ - i L SINGLE FAMILY RESI ENTIAL i I _ _ _ — — I i JERRYI� .W SR OR LAURA J MOSS I \ -- —�__ — — ALBEMARLE COUNTY, VIRGINIA / 1 I I 1 TMP 09000-00-035AO \ I_ -- __-- \ 1 I II � _ —__ I SUBMISSION: ZONED R1_ \ __ 1 i 1 DB 541 PG 642 2020.02.19 \ — _ \ SINlGLE FAMILY RESISENTIAL \ - _ REVISION: I ` - I ' I 1 I L\ — JI I i ;1 FILE NO. 1 L — — 1 16.050 EXISTING CONDITIONS & DEMO ' - I 20 I 0 20 40 60 SHEET C3 of C11 J - - �Scale: I1 "=20' IC3 I I I — I I I I I I I I-------- a° I I I I L----------J - I --- ----� ----JI`----JIL---JIL_---J L---�I III ----III J A \ L---J I---- ° \ a 4 L v 4 ° 4 a d e e 4 4 d d ° a 4 v e 4 444 4 aA ° 4 4 d ° ° 4 A4 ° 4 4 ° � 4 ° AA _ a A e — d ° 4 / a e ° e4 e AVINITY DRIVE I 60' PRIVATE RIGHT—OF—WAY I 18.0' R� ' I 4 I d p a d 4 ° ° d 4 e d ° d ° 4 4 ° e CV I 4 d O a ° e I a e e d 4 e d 4 ° 4 d d e ° 4 —° — — —CG-74 4 I 4 ° I \ bn IA I / rrL e a I / � d d EX. 22' ACSA ° I ° I UTIL. EASEMENT DB 4018 PG 511 AVON PROPERTIES L TMP 091 AO-00-00-0 0P I I ° — — — I ° a ZONED PRD d 20.00' OPEN SPACE d e I ° I �/ e .5 ' X dd II v Y ° II 5' SIDEB CK SET 13.0 ° ° ° ° ° a $.00' 1 0 ° R3.00' ° _ p ® d e _ I UA ° ° — — °4 84.00' Ln ° 300 SF LAWN GAME AREA 18.50' ° ° I .00 24.00' I Y PEDESTRIAN QAPARTMENT 101 a I e BENCHES o NEW 8' \ � I I Ld SCREENING \ I ° APARTMENT 201 N 0 4,585 SF PER FLOOR a0 52.00 FENCE 58' X 56' GRASSED in 52' X 74' ° ° 3 STORIES SHIM n COURTYARD 12 RESIDENTIAL NITS 4,065 SF PER FLOOR AC),o 56.76 —540.56 -1 d 43 STORIES I II ENGINEERING (1 ) 7" RISER 12 RESIDENTIAL UNITS 74.00' ° BIKE v 10> \ \ I W. HANDRAIL FFE=539.20 RACK ° m I 40. EXISTING 8' SCREENING 4 \ I LAND PLANNING -PROJECT MANAGEMENT a U =I=I 20' ACSA I FENCE I ° ° ASEMENT d \ L Q ° \ _ 912 E. HIGH ST. 434.227.5140 ° ° _ _ Q , m ° /� ` \ \ 4 jT — CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM j I< 52.00' L'— aI I KAITLIN E )90Y /, I O I a ° a° 6'° I DEW 1 � ALIT c ° ° ° m II TMP 091 AO'-00— I ° 9.00' ) �■ I➢i ➢ I 00-05100 9.00' S M FAC LITY / — I _ ■ZONEDIPD 57_ 2DCE, E SEMEN � RISERS 9.00 SINGLE -AMYi ° ° z ° 5' SIDEWALK SPAC S i9'x1 ATTACHED' J '+ I 1 — 58.00' I 11 / lj 1 0 1CS(5 7„ JUSRISERS '20' ACSA 3.00' 10.00EASEMENT N .45 8 .00' `n 5 OPEN I 1 — I �I j I 1 �I —❑ {° !,D $ � ��\ ; W I 9.00' 24.00' W 18CONCRETE I 1 1 1 1 11 S`NAI —I 20' SWM 'x24' I 1 I I I Q3 EASEMENT 16.00' DUMPSTER PAD W. I — —1— — �— I I 1 I j1--— ; Q _—� _---__ — 1 ° ENCLOSURE ,I I I — SIDa 1 1— I II III I ------ = �x E S 1 AC 5 SPAC S 9,R3.50 6•::0 — 24.00'° "NO PARKING II 1 2 P RKING FIRE LANE" SIGN _ I I _--- SWM FACILITY —_______ X �x ° ° I REMOVABLE STc FINAL SITE PLAN — EW 6' — �%� �X BOLLARDS OR EASEMENT i_00__CY ACCESS — I I I I 2511 AVINITYSCREM9N--- _________1 FENCE — FIRE/EMERi GENCY ACCErMPg0_35qEDWIN BARBOUR HOUGH DRIVE TMP G9CQ :zQ0-035G0 ZONED T�, —�`---___ I I I I I I I L ENTIALSINGLE FAMILY REJERRY�I W SR ORLAURA J MOSS _ ALBEMARLE COUNTY, VIRGINIA MP 09000-00 035A0T SUBMISSION: ZONED R1 _ \ I I I I DB 541 PG 642 2020.02.1 — --- _ / I I I EX. 20' ACSAJ � SINGLE FAMILY RESISENTIAL DUBIL EASEMENT , � — — REVISION: I , Fire Marshals Note: Knox Box I Required on all Buildings, please ----_j ,— — — contact the Albemarle County Fire Marshal office for Location. Mechanical Note: Apartment bldg. I I I I I Mechanical Equipment shall main) y be � I I I I I situated on the Building Roof. I I � I — \ FILE NO. L-- --___ I I 16.050 j SITE PLAN ' - I 20 I o 20 40 60 SHEET C4 of C11 \ - - Scale: I1 "=20' IC4 I � 4— � I I 4e I e I I 41 r —1 I r----- e I I I f 4 L--I_-------- k14 \ \ e d 4- 4 e O 4 d J 4 I I I — J I L I1 — — IjI 1 1—1 — 4 4 — — — I`—I-1—JL—J I I F=1 JIJa 4 — --� a 4 ° 4 d v — -- — I I I ; 1 4 e I a f f / v 444 d d d4 4 � d \ � 4d f 4 -e e 4 AVINITY DRIVE �0' PRIVATE RIGHT�OF—WAY °4 f /f G dd G 4 4f FH PPS d e 11 d d a 00 ° ° e f I II 1 40" ° d \ v I I I I _ X— I 0 l i I I I - I I - e / _\f I I / / Ak ° ° 36 x 360 0 SF LAWN °a AME AREA d FFF,, D -i 0 APARTMENT 101 38 d 52' X 84' APARTMENT 2 1 r 4,585 SF PER FLOOR � � \\ '/ < 52' X418' X 56' GRASSED 3 STORIES SHIM 3d° 3804, 65 SF PER FLOOR 3900 COURTYARD 12 RESIDENTIAL UNITS FFE=540.56 07o G3STORIES' �1 I II I I III I1 1 I I r J�I I IIIII I j�TI 1 1 ,_ II1IIII 1 ENGO � 'IN E1{� E�r fR° �J+ I`� Np"-if G 1 RESIDENTIAL UNITS LAND PLANNING - PROJECT MANAGEMENT FFE=539.�0 40 A 344 '2 3Y4 8o 00 ax 3406 912 E. HIGH ST. 4, 434.227.5140o° ° 394 4s6 4 —CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COMQ ro ff� 40 N( VnLL D 7° 39 °4 41 \ �38080 LLl 0 37B° 082 ° 400 0O73 ° aox x3� W 44 O 3 4 f JX 3 00 .47 8 LLJ 750 I LLJ o &-rQNALJ X X P 3 x4125 75 Cn Q 41 � I ° _ ° 0 iL----_9-- — 40FINAL SITE PLAN 40 41 4 - 430 2511 AVINITYoy_9° I 40 Ot ------- DRIVE o ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 LREVISION: FILE NO.I—I L16.050 --------- GRADING PLAN SHEET C5 of C1120 0 20 40 60 Scale: 20' C5 I � 4- � I I 4e I ° I I 4----- e I I I e d L--I_-------- kD 14 \\ ed 2 O D x O D S O D 0 0 I D 0 4 — O 4 I I I I I I I I I I I I I I I I I I I I 4 ��---- --- I I I--- - - - I --- I ---� ° I ---— JIL I--J—J IL_ JIL- J I I II I I e I I P=Z1 L-�-, J L---JIL-I-I-JIL _I- J A �"1 / F--� "_i 4 �- I I � I I I I I I 4 ° 4 d e 4 qe ` a` e 4 4 e 4 4 .d ° 4 a 4 a I I ° A4 4 4 I I —° .44 ° 4 AVINITY DRIVE \ w w w w 0 VAWTE f VG_FTTY O,- w w w w v w w de 4 d e d ° a -- FH / PP e i / I I / \ 22' ACSA / EX. I UTIL. EASEMENT a DB 4018 PG 511 4 e d \ \ e e \ G -J_�16 a / a a/ h d, I e I e4 e 45° BEND X \ a° a a a ���,� cz \ I a a d d a O d& A d / d e _ — RD _ NEW / a �^ ° 45°BEND d ° o I FDC / / °a a 20. 0 D I _ 38 \ \ I \ 1 APARTMENT 101 0 FI E LINE \ 4 e NSHIMEw GV \B FDC / APARTMENT 201 / I o m ENGINEERING \ � I I LAND PLANNING PROJECT MANAGEMENT / 8„ PVC ROOF "METER 4o I el 4 DRAIN (TYP.) 1.5 oa I I 18" PVC ROOF a VAULT — 4"CAP I T _ — T _ _ 912 E. HIGH ST. 434.227.5140 DRAIN (TYP.) o /° a a p 3a 5.00' GV 20' AC I / ��/ \ \ 4 e 1 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Q I I ° o a 1.5" S T-7 L `�"co ° R —®w 8 x4'TEE > (EASEMENT 1 N co I / � / a5" SDT-7 a 1.�„C ER 7 r7 / o ° w w w — w —w — —w —w —w —w —w — v9 — —w —w w —w w —w w V -8"x4"TEE a a a a — — 5.00' 44„ I 6" D FIRE IN / o I / —w w w — —w w —w —w w —w w —w —w —w — �y —_w — — GV g "TE d I O O — ° / a °NPE1— �' 1 / o S M FAC LITY / ° VAULT — — — — — bG I I ( r j I- _ _■ � W = Rp _�� RD — RD ��� RD a S — — E SEMEN / / 90° BEN — I 1 I 1 / / it 0 a �/ a a ao S Sow — NEW GV I I 1 1 a a ° 00 S _/ X \ FHA 8"x6" RED \ 1 I z� ° ° / _ _ _ v W a 4„ S S _ — 6„R �- = o / PVC U S -LAT AL \/ I I 1 I I I / / f S 1 � X I- / NDERDRq 31 � - --- -_ — _ S S — II I 1 1 / i 1 IN DP i __ I _1C. N. 45 $3 I � � W 0 -� I PP ST0 � -- / - --- � � \' G \ I — — 1 � I � 1 I' '1� � LF \ W / I I - --- __4-CMP DENTION ----- _ —� C1 W� o LLJ �20' S� M �/ x A2 60 LF g„ -- __ --1 I�6"PVC 1 I 1 I I 1 1 I 1 l AONAL � I CM _ ' I� LATERAL {ic I- m EASEr�nENT / - � T --- ---__ DE T NTIO 4' Pv---I--- - I I - _I— - -1_ II i II I Q _'° P__- / _-- -�. U DE AIN \ \ 2 I I II I I z I o _ / — I d a I 1 III I \ I FINAL SITE PLAN J J _ SWM FACILITY \ I - - � EASEMENT °ti\ — - 2511 AVI N ITY DRIVE EX. g„ ACSq I I ---____ PVC SAN _ I I ALBEMARLE COUNTY, VIRGINIA ---- — — — L SUBMISSION: �/ I I I I EX. 20' ACSA � \ � _--� 2020.02.19 j ___� I I UTIL. EASEMENT �\ \ DB -_- PG Fire Flow Note: Each building Is I I — ' REVISION: construction type V—A with an I_ — — — — — — J —-------__� ,— — — approved automatic sprinkler system. Required ISO fire flow is 2,250 gpm for Apartment 101 (13,775 sf total) I — / I I I and 2,000 gpm for Apartment 201 �I I I I I I I I (12,195 sf total). — JI I j Up to 75% reduction to required flow: it FILE NO. I- -� L ISO fire flow = 1,500 m minimum. I ' 16.050 _ gpm , I — — — — Available AWWA Q20 fire flow is 2371 - - I gpm, per 2016 ACSA flow test. _ _ _ _ j UTILITY PLAN Ir Plumbing Note: Each building is will �I - - - _ require a booster pump to achieve 20 P P psi at the to floor. Estimated I 20 0 20 40 60 SHEET C6 of C11 current pressure at top floor - - elevation = 12.5 psi. I Scale: I1 "=20' I C6 LANDSCAPE NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around 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 of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 4. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 6. Contractor shall plant all landscaping by the first planting season following the issuance of the first certificate of occupancy within the development. 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 4,136 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: 1 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: FENCE ALONG THE PARKING LOT SEE DETAIL 1 ON THIS SHEET LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF X Large Shade Tree Betula nigra 'Heritage' Heritage River Birch 1.5" 4 397 1588 D Medium Shade Tree Acer rubrum 'Autumn Autumn Flame Red Maple 1>> 6 177 1062 Flame :.<. Evergreen Screening Tree Cryptomeria japonica 'Yoshino' Yoshino 4'— 6 Ht. 6 123 738 t Cryptomeria Shrub Virburnum pragense Prague Virburnum 18" Ht. 17 44 748 Decker Low Maintenance Ground South East Native 150 Cover 1 Grass Seed Mix LB/AC NOT TO SCALE TOTAL CANOPY 4136 SCREENING FENCE DETAIL SHRU r3.5') AND 6" BOARD WIDTHS FOR VERTICAL VARIATION (��iSCREENING FENCE D ETAI L q5)l 4' C L 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. II�IIIIIEIIIII_III1 1�1= �3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4:1 ) to 50% 2:1 /-6"X6"X8' M ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL 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. ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 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 FINISHED GRADE 1 1-� EXISTING GRADE SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE —SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANTING — SECTION SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U TT TcZ TM CT_Tl >- A F83 FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: FILE NO. LANDSCAPE PLAN SHEET C7 of C11 16.050 r� Not To Scale Not To Scale Not To Scale i i i I� AVINITY DRIVE 60' PRIVATE RIGHT—OF—WAY I I I — I y_I 1 1 — rL v p•, U� v- v - d kQGJ I 1 a 2• I I � °F I P k39 1 0\ a ° xGj x23 0 P,v k I p• ° m kQ`b k 6 11 3 a ° kQ d ° ° ° kN' 6 k I 2 p, d ° k d ° �� a 1 • / x ° ° /� d x6 k g x ° 2��• L° k�2 k10 I 03 // // % � \ °a 32 x3 p k g x51 x 6 - `° k ';� xQ kO g xA x15 k19 k,L 1 kn r� k31 6 g I I 1 1 I I { kQ 5 kQ $ -y) x� A- N x k5 6 k 6 k 1 k 0 k `L k 5 33 A9 I I I Q, 1• A �• A A 2 i k kQ. Q� kQ J k11 kQrN �3 kQtp 1 L------------------- I — v u kQ J k url 0� I I _Vi------------- x �- . t \ � NOTES:-- 1. MH=MOUNTING HEIGHT ---___ j I 2. SEE SHEET C9, DETAIL 12 FOR BEGA FIXTURE CUTSHEET. j j I I 3. ALL FIXTURES TO HAVE A BLACK FINISH. j 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 FROM THE FINISHED GRADE, WHICH INCLUDES THE POLE BASE. j 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. Lurninalm Schedule Symbol C" Label Arrangement Lum. Lumens Lum-Watts LLF Description [MANUFAC] Filenarne --E] 4 A SINGLE 9454 106 0-720 Bega 99523 Pale -Top Luminaire BE GA Converted by LUM Cat V 1D.56.20151 49523-ies 1 A2 2 !4W 94154 106 0-720 I Bega 99523 Pole -Top Lurninaire BEGA Converted by LUMCat V 10.M-20151 99523.1es Calculation Sunimary Label CalcType Emits Avg Max Alin AvcVMln MaxMn Desciriptian Parking Lot Illuminance Fc 1.99 8-6 0.3 6-133 23.67 loft Grid Property I -Me Illuminance Fc a.14 0.4 0.0 N.A. N.A. loft Spacing 9 r, �I 4 � I I I I ENGINEERING LAND PLANNING -PROJECT MANAGEMENT41 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM } L 4 acI FINAL SITE PLAN 2511 AVINITY DRIVE 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: FILE N0. LIGHTING PLAN 10 1 SHEET C8 of C11 z Q \ 16.050 ENGINEERING LAND PLANNING -PROJECT MANAGEMENT41 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM } L 4 acI FINAL SITE PLAN 2511 AVINITY DRIVE 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: FILE N0. LIGHTING PLAN 10 1 SHEET C8 of C11 z Q \ 16.050 4„ RADIUS d- 7Y-, a 'A 15' .. a - SURFA MAX MIN a . MAX. a a . a BASE SPECFICATION REFERENCE 105 502 R a • .a - s" • d " 4 • a SURFACE SEE NOTE 4 . a • .A i •a' •a •.a - BASE SUBBASE 6" 1 STD 6" CURB C9 Not To Scale CG-2 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. 3. FACE HAVING URB) WILDLIUBE OF 300 FOR AS RADIAL LESS B(ALONG 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMAPPENDIX EATOF FTT EOR C DOT ROAD XSGN MANUAL. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 A PERMISSIBLE __*1 CONSTRUCTION *5 DOWELS, 8" LONG JOINT 4'-0' 0 12" C-C 4,� MIN. i ivy 8' 0:1 �I 10:1 B MA. B 2' TRUNCATED DOMES A SEE SHEET I OF 4 FOR DETAILS TYPICAL DESIGN 8'-0" 4,_0„ BACK OF CURB 12'1 MAX. 48:1 MAX. 20: 1 �2 MIN- SECTION A -A 4'MiN w ERMISSIBLE �` 7a l CONSTRUCTION JOINT 4 SECTION B-B a 5' 10'1 MAX) 10:1 MAX NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALLY TTHEBE PMARED ROVIDED WITHIN CROSSWALK AREA 3 (n YYJ U) �0 Q to =O U V)) C) CROSSWALK OSSW �K v C SSWA� K TYPICAL PLACEMENT OSSWAA TYPICAL PLACEMENT 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" WIDE)REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION,6 FEET FOR ALTERATIONS. SHEET 2 OF 4 SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A 2 CG-12 DETECTABLE WARNING SURFACE TYPE A APPLICATION SVNot To Scale ra 'I I � � A 71 "ET EE-1MAINLAPPROACH ING SAME SUWEE GENERAL NOTES (RAulus TO 9E I g� Cl ROAEE SHOWN ON PLANS) - - - - - - � J7 r _ � (RADIUS TO BE AS SHOWN ON PLANS) L WHEN USED IN CONJUNCTION WITH STANDARD CO-3 OR CC-7. THE GUR6 FACE ON Tt4$ STANDARD (5 TO BE ADJOSTED TO MATCIH THE MOUNTABLE CURB CC-2 OR CO -6 CONFIGURATION_ { 2. 5EE 5TAFi)ARD cG-12 FoR cuRB RAMP D)=5414 TO Sr -SIDEWALK $ 51DEWALK USED WITH THIS STANDARD. (SENOrE 51 a OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SisALL BE 0DINSTli)JCTED TO THE FLOW L,NP: RFW LINE (EXCEPT ANY SUBGRADE STABILIZATION z 7.I6NN RE-OuLRED FOR MAINL4NE: PAVEMENT WHICH CAN BE v��l EXPANSION OMITTED INTHE ENTRANCE.) JOIN' JOINT 4. RAMAL CURB OR 17N716I1aINAATION CURB AND GUTTER - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'•D" OR ASS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES_ SHOWN ON TYPICAL SECTION A PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE OEPTH FOR FdDEWALK & CURB RAAP$ H)' PARABOLIC Cl RVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADA SHOULD BE EDGE OF PAVEMENT OR nPT101NA. FLOW LINE B% MAX. D SLDPE CHANCE ® 0 INCREASED TO 7". CSEE CG-13) 5. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE L)NE IS REQUIRED TO PROVIDE POSITIVE 0114NACE ACROSS MARNLINF. ROADWAY - ^ " - - - - - NOTE 7) THE ENTRANCE, SX ,MAIN. � D 7. THE DESRABLE MID MAXIMUM ENTRANCE GRADE CHANGES SLOPE CHANGE D" ARE LISTED IN THE ALLOWABLE ENTRANCE (TRADE D TABLE, TH SE VALUES ARE HOT APPLICABLE TO STREET CONNECTIONS, 5' MIN. 20, MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES a_ W1lEN CC-11 IS USM FOR STREET CONNECTIONS. THE M COMM)Cr GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MUST 9E DESIGNED IN ACCOMANCE WISH AA5teTO POLIcY AND THE APPLICABLE AtOLqfttwEr1FtS SECTION A - A KL VALUGN E LNG STOPPING DISTANCE OAD SIGHT AND REM RF.ICMLENT 9. 0137*10k& FLOWLME VAY REQUIRE WARP9140 OF A 7q PROVIDE POSITIVE D)FA4NAG_ 2" ACROSS H MTERS ACROSS THE INITERSECTK)N- ALLOWABLE ENTRMCE GRADE CHANGES CLASS A3 CONCRETE ` z. SECTION C-C ENTRANCE VOLL'IY GRADE CHANGE "0" UK51RABLE MAXIMUM HIGIH MOW THAN 1500 VPD 0 A 3 z MEDIUM 5DO.1$00 VPb S 3 X .07 LOW LESS THAN 500 VPD S 6 k 8 k NOTE! ALLOWABLE ENTRANCE GRADE TABLE IS NOT .APPLICABLE TO STREET CONNECTIONS SPECIrICATION VT RErPRENCE METHOD OF TREATMENT ROAD AlyD BRIDGE STANOARDti C-2 (CONNECTkON FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REIAMN DATE SHEET 1 01 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 3 VDOT: METHOD OF TREATMENT C9 Not To Scale CG-6 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. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL. 6„ e o 7, o o o o o o o o o o s > THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9/O6 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 4 COMB NAT ON 6" CURB & GUTTER C9 Not To Scale CG-12 •5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C CONSTRUCTION 'MIN. JOINT 12'1 MAX a J1 z 77 12:1 MAX B r RAB MP Y a (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS N (N 0 4 W 5'-0" MIN 0 SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1 MAX 20 '1 48 1 II II CROSSWALK II SECTION A -A TYPICAL PLACEMENT �2'MIN.+I AT INTERSECTION II WITHIN CROSSWALK ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE' THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 5' MIN A 4' SQUARE LANDING AREA 7� OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROSSWALK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA SKCIFICATIM REFERENCE CG-12 DETECTABLE WARNING SURFACE 11002 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CG-12 DETECTABLE WARNING SURFACE TYPE B Not To Scale DI-3A, 3B, 3C EXPANSION KEYED XPAN3'-10" FOR DETAILS OF INLET JOINT CON3% T BARS D APPROACH ESION JOINT FRAME &COVER BACK OF SIDEWALK Y JOINT ?'' GUTTER SEE STANDARD IC-2. j BAR G WARPED BARS G 4" 2" wo oo GUTTER 2„ BARS C 6" 6"6" BARS B O BAR C 2„ ( SUBBASE AIRS F� - - - - HARDWARE CLOTH 60 �1 I z + BARS F I WEEP HOLE. SEE NOTE 8 I m n L 8., M x oD STEPS.'SE "p o BARS p AR F BAR A NOTE 5 ivq�CRK"" GUTTER FACE OF CURBCONTROL JOINT CRACK CONTROL JOINT F= 3 0 6' MIN. PLAN SECTION A -A 10' MAX. 6' MIN. hA 20' 10' MAX. KEYED CONST. JOINT L-VARIABLE - MAX. K 2`-0"�8„ 2,_6„ �B 2 2,_10"ARPED „ AP ROACH GUTTER iv TARS A GUTTER b� N N � � B S G I BARS F BARS E L, B N 3" DIAMETER ° BARS B WEEP HOLE FRONT ELEVATION BARS F s" 1'-8" a" (GUTTER REMOVED) I 3'-0" 1 /4„ 8 LEA 8 5XI/4" BENT PLATE \ SECTION B-B /4 R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2%2'"X21/6XI/4" •°• GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A > TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH '/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" . APPR. PAVEMENT DI-3A �L DI-38 L DI-3C L WARPED PAVEMENT FLOW FLOW � FLOW 1,-0„ DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL xVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104 .09 2 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 6 STD CURB DROP INLET C9 Not To Scale CG-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 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 WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY 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 IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG 12,1 MAX BOTH SIDES OF THERAMP FLOOR, MID -DEPTH OF RP FLOOR. MINIMUM CONCRETE COVER 1RAMP 12:1 MAX,. B. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / 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 AN 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 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE a, HYDRANTS, DROP INLETS,ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S UNOBSTRUCTED STABLE, FIRM AD SLIP RESISTANT PATH CONNECTING ALL --� 1211 A ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED K1 ** AND USED BY PEDESTRIANS. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2, VA% AT * , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND T EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS R AT)K*SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPIC�M�, CONCRETE SIDE ALK IS 4" 'j�1CK. yyHEN THE ENTRANCE RADII CANNOT TYPE C ACCOMMODATE THE TU ING REQUIREMENT.$bF A1�TK:IPATED HEAVY TRUCK TRAF I , REFER TO ST DARD CG-13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" - TRUNCATED DOME C C O O O O O O O O O O O O O 0000000000000 OT + v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- _ 0 0 o 0 0 0 0 0 o 0 0 0 o O 0 ro o U F4 02" p 0 0 0 0 0 0 0 0 0 0 0 0 0 00, 50X - 65Y OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 IF 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACESKCIFICATM REV. 7/05 GENERAL NOTES 02 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION �CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES C9 Not To Scale A E-1 I PERMISSIBLE CONST. 5' MIN. JOINT I i I A EJ TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2-- 1 5'-0" BACK OF CURB 12 :1 48' 1 MAX 20 ' 1 0 .48. 2' MIN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. b 3 1n U= CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. K12'1 M Tc 5 tJ1N )K )K 2. MIN l AT , 2" HIGHER THAN EDGE OF PAVEMENT AT)K)K,SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN 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 SPECREFERENCEIAT REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 502 203,07 VIRGINIA DEPARTMENT OF TRANSPORTATION 8 CG-12 DETECTABLE WARNING SURFACE TYPE C C9 Not To Scale AQ 4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE O O O O O O O O nc III III III III COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 9 `�TYP I CAL S I DEWALK SECTION C9 ) Not To Scale 2" OF SM-9.5A SUPERPAVE 00000000 0000000000000000 6" - VDOT #21 A BASESTONE IIIII COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR J00000000000000000 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21 A III III III III III-`�COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED DuMDster Pad Detai 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 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 lbs. EPA (Effective projection area): 0.75 sq. ft. Electrical Operating voltage 120-277VAC Minimum start temperature -30° C LED module wattage 92.4 W System wattage 106.0 W Controllability 0-10V dimmable Color rendering index Ra> 80 Luminaire lumens 9,454 lumens (3000K) Lifetime at Ta=15°C >500,000 h (1-70) Lifetime at Ta=35°C 308,000 h (L70) LED color temperature 4000K - Product number + K4 3500K - Product number + K35 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 (BLK) White (WHT) RAL: Bronze (BRZ) Silver (SLV) CUS: 1_, A c Pole -top luminaire - Asymmetrical light distribution i LED A B C 99523 92AW 13% 3 26 BEGA Type: BEGA Product: Project: Modified: Available Accessories IMS-1_2 Internal motion sensor - 8' mouting height IMS-1_3 Internal motion sensor - 20' mouting height IMS-1_4 Internal motion sensor - 40' mouting height narrow IMS-1_7 Internal motion sensor - 40' mouting height wide FSIR-100 Configuration tool See individual accessory Spec sheet for details. Recommended for use with 30' to 35' poles BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@bega-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us.com 0 copyright BEGA 2018 Updated 01/17/19 12 BEGA LIGHT FIXTURE 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 FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: FILE NO. SITE DETAILS SHEET C9 of C11 16.050 C9 Not To Scale TRMISITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO CONTOUR I I OF PIPE I I I 9 SLOPE TO DRAIN TO INVERT ` OF OUTLET PIPE \r7G'J SECTION A -A lk METHOD OF TREATMENT IN DROP INLETS �e NOTES: \ SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ , SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF , TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. / THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e CLASSPORTLAND CEMENT CONCRETE MI% CONFORMING TO CLASS A3 OR / CLASS C1 EXCEPT THAT AND OF COARSE AGGREGATE MAY BE UP TO 4M IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I; SHALL BE LEFT SMOOTH BY MEANS OF NANO TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.A DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE •- A PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES `V00-r SPECIFICATION ROAD AD BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION STD METHOD OF SHAPING 1 MANHOLE 8c INLET INVERTS Cl 0 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: 1.51) + 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 4 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. 0-RING GASKETS SHALL BE USED FOR RISER CONNECTIONS. FLAT CASKETS SHALL BE USED FOR CMP DETENTION PIPE CONNECTIONS. 4" O ORIFICE 14 GAGE ALUMINIZED STEEL WEIR PLATE. WELD TO INSIDE OF CMP PIPES. R 3.5' TOP WEIR=533.00 12"x18" TRASH RACK ELE=530.0 INV ELE=527.00 12 WE R PLATE DETAIIL CIO SCALE: 1 "=5" "R GALVANIZED STEEL STEP I ST-1 N4 GRADE 60. REIIFORCROD ENCASED A CNG IN RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL pA REINFORCING ROD CAL SECTION NDTES, STEPS WILL BE REQUIRED N ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. �• 4� ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FIDE OF = STRUCTURE WALL. MAXIMUM STEP SPACING TO BE IS" C-C. BYE PS SHALE WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/?'FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UIFORMAY SPICED FOR THE ENTIRE DEPTH OF MY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR. OR OIIIVEN. ! MINIMUM OF W EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFlGURATION OR MATERIALS FROM THOSE SHOWN NAY ALSO BE USED PRODDED THEY MEET THE MINIMUM RED REMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITT APPROVAL FROM THE ENGINEER FOR THE USE J OF SUCH STEPS.EN - ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLP-RESISTANT SURFACES SUdI AS BUT NOT UNITED 70. CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ZN ASTM 8221. ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE i(® UNIFORMLY COATED WITH A BITUMMOUS. SOLVENT TYPE ASBESTOS FILLED ICA� NINUTC CF-OWSTED COATING CONFORMNOSPECIFTO FEDERAL ALUMINUM STEP SPEdFN;ATION REFERENCE STANDARD STEP ROAD A!D BRIDGE STANDARDS VIRGINA DEPARTMENT OF TRANSPORTATION REVISION GATE SHEET 1 OF 1 DB.OB 2 MIN. LADDER STEP DIMENSION C 1 NTS 550 545 540 535 530 525 520 24 Standard Hardware (TYP.) ELEVATION VIEW 1/8" Neoprene Gasket (24" Wide) 7.4" - © 24" Wide Band Standard Hardware (Typ. ) SECTION VIEW 3 CMP HUGGER BAND DETAIL C 1 0 SCALE: 1 "=5' l _� I MINE MINE MINE ME4II.. ME ME -- IIINM ME ME- �Affe17riTOME -Sa ME r Lii� NIEMEN • - - -_MEN I■IIIIIII■ P MENEM E1111MEEI -RII-_ ME- MEN MINE • ME- .. MINE zz Iu+Su I I+uU (D �_'�STORM PROFILE Al A2 C1 0)SCALE: VERT. 1 "=10', HORIZ. 1 "=30' 11+ 550 545 540 535 530 525 5�20 ° o O A a m ° A ° 30' CC SS RISER / I S F� S S� S S 57SS-70 E S S S Ro a RASH SCREEN# ' 0ff)0 C1 SWAP ESMT 2 B1 - - - - - OP ; 100 LFi84" CMP DE TION 60 LF 8 CM DET NTIO - DE TRAS SC EN �•} A2 - 3C C ESS RISER EIR AT - / --- --- ° SWAP jt5�1------------� ------------------------------- g DETENTION PLAN VIEW CIO SCALE: 1 "=20' Z1161 713 67517 530 525 10+00 RIVERTEO OMP, OR HELICAL WITH ANNULAR ENDS CURVED SHEET SEGTI ON WELDED TO BAN❑ (SAME GAGE) ORING GASKET RCaD I FOR SOIL TIGHTNESS SOFT WOOD SPACER BLOCKS 15' IN LENGTH REO4 PER JOINT (MIN.) SKIP VVELD T- LONG ON S' CENTERS L cr-alHc cABdtET (OPTIONAL) SECTION A -A MODIFIEDHUGGERBANG CONNECTION DETAIL DOUBLE BOLT, BAR & STRAP 4 CMP SLIP JOINT DETAIL CIO SCALE: 1 "=5' 61 2 550 B 545 540 535 530 525 �_ _ . ) I � zRTii lI'� I NINE ■M�R�:fri: � ■i'a1Wi� ME-CZLYY�K�1l� ME_ i M1 550 545 540 535 530 5 z z ? 10+N _> z 7 STORM PROF LE 131B2 Cl 0 SCALE: VERT. 1 "=10', HORIZ. 1 "=30' 550 545 540 535 530 525 0 e 0 0 DDOO o DOoaOpe flood D ° a 0. �OOOd00o, p0000a0oo°o g� o°�O ado°o n ° �q®g�� oyL,NFpg@� � i�nmefl i(' inl I rk. • I M 1. Di ,.. �iduiinn- Imnr ngiml. -NWLI xj1l1 npUlo,ioil phci - tiel'Lioi, I i - ii Hli 7 hn' . .....l . - r A(x rr ,rr,1;31" /f/ ,nru,lr,l rJ l,v i'Nn•EU,' f Sal.,llou. Hio. or •y ¢nl BmIl Tk;aSll MAC , r.u•�allun I' I . I' a li. I:Vili ti111.I'I'll)14 TN( New Trash Rack 1" Holes 30% Opening Area 000000 000000 000000 000000 000000 000000 000000 O O 0 12" Front Section 00 0 ao 000 0 0 , 6" Side Section 5 ORIFICE TRASH RACK DETAIL C1 0 SCALE: 1 "=5' 8 STORM PROFILE C1C2 CIO SCALE: VERT. 1 "=10', HORIZ. 1 "=30' MH-1 FRAME & COVER FOR RISERS IN ASPHALT PARKING LOT, PROVIDE 5' DIAMETER CONCRETE SUPPORT SLAB 4" THICK, 3000 PSI. PROVIDE MIN 4" GAP FROM TOP OF CONC. TO RISER RIM ELEV. TO ALLOW ASPHALT PAVEMENT r 4" MIN. COVER. PROVIDE 6" VDOT #21A GRAVEL BASE UNDER CONC. RING. 4" -- WELD LADDER TO ACCESS RISER. CONTINUE LADDER DOWN TO CMP DETENTION INVERT 30" CMP RISER PREMANUFACTURED 7' CMP DETENTION RISER STUB I I 18 GAGE ALUMINIZED STEEL WIRE TRASH SCREEN. WELD TO INSIDE OF CMP PIPES. I I I I 10 ACCESS RISER DETAIL Cl0 NOT TO SCALE w H - _-- - - • : : IIRf: - - - - m - - - - ----------------------------- - - - - - •�••-. = ice --- - r - - - - �± Ngy momm • • • w w w iw -�.-. b _E.!m u u u ■u VM . . �.-=,■ Win■ .:. n ,IN• FRI m n■ " :.:.. n awn ram■ M� n n ■n "•:'•1. l•}�bat�r���l'��- - �: ire, r.;►�r.��i1�'-----------------------------------------------------.�:.- ------------------ +,ems titi�,.v ��w.t� i�� '�.� � 10+50 13 DETENTION PROFILE C1 0 SCALE: VERT. 1 "=5', HORIZ. 1 "=10' 11 +00 I.zIM 550 545 540 535 530 11 TRASH SCREEN DETAIL Cl0 NOT TO SCALE PROP. GRADE COMPACTED SOIL EX. GRADE TOP ASPHALT=539.1 540 TOP ASPHALT=539.0 BACKFILL CBR=6.0- - - - - - _ =III= 30" A_ - I -I � I -I I I -I IC I -I I I -I I I=III-III= I I -I I -III -I MM ASTM D-5199 RLd+�Il I I_ I II I II I II I II I II I II I II I II-1I I, I �'I i IIk�NI I III -III III-III=1 I I I I PE GEOMEMBRANE. III WRAP MEMBRANE W. US --TOP STONE_537_0-- PAVEMENT 160 NW FILTER FABRIC ---- ----- ---- ----- HDPE GEOMEMBRANE. 100 TOP PIPE=536.0 1' #57 STONE WRAP MEMBRANE W. US E 535 160 NW FILTER FABRIC E E 10-YR WSE 533.91 7,0' E 2' MIN. E� 2' MIN. OVERLAP �.3.0' 1-YR WSE 532.15 4.0 84" PERFORATED CMP 3.0' �� OVERLAP (TYP.) E SPACING (TYP.) E (TYP.) E LADDER E WELDED TO ; US 160 NW 530 ; CARP ; FILTER FABRIC INV ELE=529.0 ; (SIDES) 1' #57 Iq STONE _ "BOTTOM STONE=528.0 -'' -1 11- I =�=1 I I-T�T ,I 11=1 11=1 I I III I I 1-1 11=1 11=1 I I I I'' NI 11=1 I I- �I III I I -III 11=1 11=III III -I III _III-111 I 11= NOTE: FABRIC & MEMBRANE 2' MIN. OVERLAP SHALL NOT BE PLACED ON 4" SCH. 40 PERE PVC 2' MIN. OVERLAP 525 UNDERDRAIN 0 528.0 TRENCH BOTTOM SOIL SUBGRADE PER INCLUDE 3" STONE SUMP 14 DETENTION SECTION CIO SCALE: 1 "=5" SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �� JUS IN . S >_4 1C. N . 45 83 �AQNAL V FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: FILE NO. 16.050 STORM PROFILES & DETAILS SHEET C10 of C11 C10 �a r E E - :4 E1n tiE E ssc wa E E a. w L n `:" � Q gy SO , zle 9D O �7, Em EE 10 E e4 � rnd � E ., z _` E b z g£ E rvE vE of ioE g 0 O - t TYPICAL MANHOLE FRAME & OVER N_T.$ FlO S4-D TD-31 1 TYPICAL MANHOLE FRAME & COVER 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 1 STONE ILAR FILL AS COVED BY ACSA STABLE 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 TD-2 2 Dl WATER PPE INSTALLATION & BEDDING C11 Not To Scale SECTION 1-1 45' FRAME & COVER (SEE FIG, S-1-10,E) SLOPED AREA --'0' STREET SURFACE OR NON -PAVED AREA V-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-D" MIN PRECAST REINFORCED \\ CONCRETE SECTIONS 12" MIN "0* RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" :4'-0": FROM INLET TO OUTLET SHALL BE 0.20 FEET, DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING - ' SEWER. a A FILLETED INVERT FOR A )MOOT ° • +r 12' TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE. PROVIDED, MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3- ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-1-A TD-25 4 TYP. MANHOLE SECTION: BRANCH T E-IN C11 Not To Scale NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS Al THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN ' 6" GATE VALVE 1 B„X6„ TEE 2500 P.S.I. CONCRETE BASE AND - BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 70m RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 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 5 TYP. ERE HYDRANT ASSEMBLY DETA L C11 Not To Scale NOTFi MIN. 60' DIAMETER MANHOLE REQUIRED. DROP MANHOLE PVC CRUSS USE APPRCVED FLEXIBLE RUBBER ' RrInT. $ GASKETED STOP CIMOIPLDMO PIPE STRAPS (STAIMLESS STEE0 SPACED EVERY 2' VERTICALLY -910' RESTRAINED BEND PLAN E PROFILE MIN. 6' BEDDING WITH NU. 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE MLL SE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO 12) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3, VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS N EEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE I INVERT. 5, DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES. I NTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEP& 7. MINIMUM 72" DIAM ETER MANHOLE REQUI RED FOR A SINGLE 10" OR 12" DIAM ETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS, STANDARD INTERNAL DROP CONNECTION N-T-S- FIG, S-1-C2 TD- 30 STD. INTERNAL DROP CONNECTION C11 Not To Scale a '. 0 •(1 'Y 44" MIN. a 8" MIN. f 17.5" 6' MIN. q q q , - I 60" 36' A ..a a .. a. INMIN. �a 17.5" 37" MIN. TT I WINGNUT LOCKING ASSEMBLY 12" MIN. tr- BYPASS 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 TYP. 1.5" METER VAULT Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U TT Tc TM CTaT Mal A 1C. N . 45 F83 Y L SEWER SERVICE LATERAL CONNECTION NOTES: 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 FINAL SITE PLAN ° LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE PLUG m45 OF THE THE LOWEST PIPE CONNECTED REMAINING BACKFILL SHALL TOPT(C MANHOLE. NOT CONTAIN ROCK MATERIAL NOT l J 2. SEWER LATERALS TAPPED INTO AN E%ISTHG SEWER MAIN SHALL 36"MIN LARGER THAN 5" IN ANY DIMENSION 2511 AVI N ITY 2 j BE CONNECTED USING A PIPE SADDLE. I 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 24"MIN INTIAL BACKFILL* DRIVE 1 1 S"MIN (6e LIFTS 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN EMBEDMENT * THOROUGHLY COMPACTED FOR TEE OR WYE FITTINGS DIAMETER OF 4". SPRING LINE BY HAND OR APPROVED - WIDEN TRENCH TO 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF PIPE MECHANICAL TAMPER ACCOMMODATE OF FEET. HAUNOHINC ANCHOR IF N0. 6$ STONE ALBEMARLE COUNTY, VIRGINIA REQUIRED. SALT BEDDING 6" max M TREATED 4" min SUBMISSION: NG AS JIRED FINISHED GROUND 2 x 4 FOUNDATION SHALL BE D. MARKER REQUIRED WHEN SOIL �" CONDITIONS ARE UNSTABLE 2020.02.1 9 .• ALL PIPE) PLUG _ I REVISION: SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SZE OF (FEET) CU.YD. (FEET) CUND. BEND L H T L I H T 90 2.50 2.50 3.01 0.24 4" & 6'• 45 22 1 /2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 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 81. 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" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 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 MAIN LI D" SECTION LINE WYE-TEE PLAN VARIES PLUG END OF SERVICE LATERAL It SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE : 11 OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-CF-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. S-3 FILE NO. ACSA DETAILS 16.050 3 CONCRETE THRUST BLOCKS C11 Not To Scale TD-33 6 SEWER SERVICE LATERAL CONNECTION C11 Not To Scale TD- 34 g TYP. SEWER PPE INSTALLATION IN TRENCH C11 Not To Scale SHEET C11 of C11 C11