Loading...
HomeMy WebLinkAboutSDP202000017 Plan - Approved 2020-11-19LEGEND EXISTING NEW ---310--- --310- 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x - RED �vl GAS 10 I- 1.00, -=I X10 ° 67fflX Tc 5r) X X GAS DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DI MENIONS 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. Benchmark 529.61 Top of Storm Structure FLOODZON E 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 Industny (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. AII 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 liines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the uti lity 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 I PM Use Description ITE Qty in out Total in out Total Apartment 12201 24 units 4 10 14 10 7 17 Trip generation reflects AM and PM peak hour trattic. 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. 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. Enact 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: NUIIIuCI VI r'allxll ly 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 for 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 A8. 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. FINAL SITE PLAN 2511 AVINITY DRIV SDP202000017 TAX MAP 90, PARCEL 35 ALBEMARLE COUNTY, VI RG I N IA VICINITY MAP SCALE: 1"=1000' Map provided by Google.com SHEET INDEX (1 1 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 PROFILES & DETAILS C11 ACSA DETAILS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E HIGH ST ' 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINLSHIMR-ENGINEERING.COM FINAL SITE PLAN 2511 AVI N ITY DRIVE Uu 11 lift/ � 61 � �%.-�� ALBEMARLE COUNTY, VIRGINIA SUBMISSION: Currint Ervelopmelt Wnler Date 2020.02.19 REVISION: Current Develop ent Engineer Date 1) 2020.06.29 2) 2020.09.15 Architectural Review Board Date Fire Official I Date Building Official j I Date I FILE NO. Albemarle County, Service Authority Virginia Department of Transportation Date COVER Date SHEETC1 of C11 I I I I � I � I I � { 4 I \ I I I I I � — 4 I I I { II I � i I / i I I I , / I / i I I / 20 FT ACSA UTILITY EASEMENT D.B. 3997 P. 504 D.B. 3991 P. 243 (PLAT) AVINITY DRIVE 60' PRIVATE RIGHT-OF-WAY APPROX. LOCATION 120' ACESS EASEMENT TO BENEFIT TMP 90-35L (D.B. 5119 P. 321) 4 4 — AVON PROPERTIES LLC I ^ ^^ ^^ OOOAO I I I l 4 1 1 I ! J 1 � \ f � � f � � f 1 1 KAITLIN E HOY TMP 091 AO-00—- 00-05700 ~_ ZONED PRD ! SINGLE FAMILY f ATTACHED \ I 1 ! f ! r 1 f ( I ! 1 ! ! J f I 1 1 I ! J ! jj( ! � I J 1 i 1 ! I ! I J f f f ! ! ! ! I NIr vsuw -- /� � f ZONED R1 ASEMENT DB 541 PG 642 20' ACSA UTILITY E SINGLE FAMILY RESISENTIAL (D.B.5291 P. 357-366) �11 —~ I I ~ I I I I I I 20 0 20 401 60 Scale: 1 "=20' SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 434,227.6140 CHARLOTTESVILLEVA, 22902 JUSTIN@SHIMP-ENGINEERING.COM c . 41 83 f g _ NAL _ FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. �1 EXISTING BOUNDARY & ZONING SHEET C2 of C11 jqll*� C2 -1 .1' �' !� 1 ,'' d t ! I L— 1 I p t I _ d t �-� 1 t 1 I t I t r t I / 1 1 t / 1 / l`� t �,'- / / 1 ' __j `\ \ 4 1 4 i �_ 4 4 ___ I I °- I °' I i ° I ° i I I I - -.-, -- • �� :.� -. 7._ � _ W - :_ .., ,. ,� w•.,` -�w �_ i i i I 1 i I �� i 1 I I l I I f I a. �� I f l I I I I �: I f A I f I I I 1 l ' I $• I _ — I I I 1 I I I f f f I I , I- I I I I i i I I !r I I :� f 44 :� f is . I- . d. _ f_ . :� :� 4 �. w �a,.. I { 1 i "`. •;..• I I_ 1::::;;;:;::::;,:::::: I T ✓3 - tt 1;.:::: :': ::: ':::;::::::::::::';:'::::': I' '�' `_ _� I 1 I __.. -.- -_- _. : ,-«-- I:. f t q " w� y. _ _ a I _ e —I- �:+ l _ I: w s {{ I i L �1 I d I� :'I :� I 4 m-W ai J 4 :'' :'I :::;:::::Q::::::::::::::: : ''� �t' . I::':':'':':'.' :'::':•:'•• ' -:I II.. b i ¢: I t (: ' v B ' :) k@ - - F' -- - �` L - _ - -- ��' - a•A a �. r � :� _ s' _ ,� T'� 1 �- I I I L_ 1 L_ _, ,--, I I 1 J� 4 �- 4 1- ,_ JI It- ,_ ,� _SIB J D� L �I I I ° m I f 1 -- I I I =7 -- - -- -- -- -- r . 'r . � w�._ I f . 1 A A i .ip _ -W-»-. - I f3 ' "` ci �� I a _ b n �� l ..,...._, - e�,n J^� I' .t w �; ..a-{..ra.m....-' a '..y°'F'j, S. µ.., : I. '• �i. .- �. . 4 n,� w rrf, s:: :: 1fj` •. � i' I I. n. ' F "• L:. . ems' `' :� w • r. .I Jr: �. v- i .q Y F• 6 • 4 r •q: • r , r $ • q L $� �' r I Y f �' .l / f IT. D R YYY r. : �: l: L :: W: :: . 0 . A��. (: - _ _ _ s_ - -..� :� - __ .. . _ . _ - f• — -` a- :" -__ _.- — ""w 4 :a 0 __ ° AR A -. r �' . i . • 4. I - -- -- - - - �" -- �. f :� _ 1 i Q . . 1 , ] :1: _ - _ 1 1 FI••! - _ Y - i �� - �� '1 a•' —_ -_ _'_ _..L S - PP 1 i. �r - r _ �. :� i _ — -: t I — �, r� :� '` :; .: / ' v ::.: D f 1 .M•' �UE •D .E. :i' � I�1I I 1l: =EAR. V A • �TFt� • S L •C� IE G� I •x RT :E P E / A ON P RO Y A E�:: : � •C `P R 1 I A . �N — 0 - o I T MP 0 AO -a a 0 0 a l 'I o ; :i: ZON EQ PRQ r cE OP E N S PA • :. . I / : :4•. % , ,: . 60 3& 59 E 5' SIDE SET,B CK ^ - I. � g� :. - J i� �• :`' l S �� \ �' f �d .- I r O a \. � I I' i EXISTING TREE I :, : < : LISTING TREE .� o :.' ::= i r V REMO (TO BE REMO E) ;. O , ,:: :, I �.. �. -___J :t: E� NIvIARK:1:6� 1 ; .1:. \' I : : I :f :I.• `_ �- �. :1:: :, 1: � ( / 03 I :' :':::' ::::::' : :' ::': :•1'" .i' :1": r EXISTING q I ;I :[: / 1 HOUSE cy I I: r. L f ° i l: :1 :�• :t: f TO BE • . 1: G r� :w r 1 M OV ED I c • t c� } l j ' :t: ¢I i APPROX. LOCATION / '' -• � •� . . :�; �: %' t mI 1 'FENCE I % - " tip ��q� ' 1 `�` 1.: :i • -:: :t: rI I / OF EX. 8 �`" �`\ "---',, I I d :1:: •I'. :Q: -i : �I ON ADJOINING � I OPEN SPACE i I -., 1 j 1 I :f: O - _ ' ✓ r t :t / KAITLIN E ,WOY 1 6- �- I - -- - -- i TMP Q9'1 A 00 a' ' r / a.�; : -; _` � 1 t I: I-Oa-05j70 , ; ° .-.,-.!-. t- _ f: `1 / T E E _ ZONED! PR / l t' j 1: .I•. O EXISTING :1; 1 t _t. S{NGLE �AM{LYt 1 t 1 1 t 1 ea 0 VE D r _ EM R 0 B ) f' �: O i (T 1 ATTAICHED 1 1 1 1 :' :t' � 1 1 :: ��:' \ 1 it 1 t 1 z. I 1 _ I + h ' I' 'I f f 1� � � I ft. j i fjfj 'f :I: :I: Imo} i` EXISTING TREE \ t t t 1 1 1 j "'•�,•�� :: ►'' 1 I r :: ';; ::: t 1f� : I: ;�:: C-: • I' 1 ` TO ,SE REMOVED) .-� f--•_-..-� :.: - -' • - - z ( t 1 r I j tj� : :1' �:: I 4 C::::::: I i t :, :.4 t • ' �__ _ -- -- ---- - 1 t 1 t t - - t t 1 t t :�: � 1 r I j t •: Lr i s i =-0 f -, _ t �. 1 11 t j t 1 �: -.. �-�. _9 r P t t I : ��f� I t r :'' :':' :::: '':' a t r tl� 1 I 1 ;1. Q� t r i P _ i i f d y: sr D E t t _ S r i E �4' �. 1 4 i' A C :� C 1 K i �, r /� C ffi> (: t _ :j IS r F. _ _: ^-� i a / \ `-.� . O )A\ �' C :f V i i 0 r :I� _ 2 i 8 -�~�o 2 2 _ �� r,y ` vV 1 _ .Ir - _ 1 _ . i 8_ _ _ f •I - J, 1 = 1: _ _ - _ _ t • I _ rW I _ r J :1 '1: •r• =! u,,. L : '� _ t :1' w I 1 -_� _' : I• I f :1� :` ] _ _ f I _. :: 1: : 'r ; . __ R _ ou ��. WIN A RB I r . r ED �:.: I ti• r�. .1' I 4 ti, ' 5 G 0 r 03 I :r• 0 i _ TM 0 -a 1 f _ _ `, r t ---_ f is ' �' �_. f i I •I. D _ ON f r Z _ t f :1 f ._ .. �.' 1 1 I�. f I %: �' �-• I r L I :r ' Tl A I �`�... EN S :•SEA M ' �`(:' R� J ra ° .I � �1�:Alv4l'>r f l LAU R A I(GLI 4 .W 5R OR �_ 1 :1: �: ( i' ��. :II I ; JERRY!y 035Aa `— _ 1 �`�'�-� _ t: r I 1 I TMP 09000-00- -�_ '� -� - r :r'1: I I I I R1 1 ONED \. I --�_ \ t g �- r' I I I: 1 1 I 1 DB 541 PG 642 __ — — . :I:+: '') I I I ISENTIAL �i #::::::':::::::::'::::::'::_::::::::::: I I 1 SINGLE FAMILY RES _ _ - ---_ ,� -�� t• I I I - i I r: 1 I !' �: :i: :l :j 1 ::.t.' :1.•::i �: :� f 1 :t .1; 1: I j 1 is :� '' ++ +' '1 1 t �:. 1: I I: ' : G :' :' :'' :' :' i ::I. tt •� 1 1 :::' :' ' :' :' :' :' :' :::::''' :' :'' :' :' :: :' .:' :' .' :''' ' :' : :' ;' : I j: I :1 ' L : v_ I I ,: (= I �' \ ( i I is �" .._,_ j ; 1 . . , . I I I --_ 1 t ___j �� I _ - , 1 _ ____ - _ I I...---_-J I I - ~ _ ��~ 20 0 20 40 11 60 ( -- I �� __ I Scale: I `20' 1 - ___ ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 434.227,6140 CHARLOTTESVILLEVA,22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE PLAN 251 'I A VI N ITY D RIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 EXISTING CONDITIONS & DEMO SHEET C3 of C11 - _ i I - ..�... } I I I R ! i a . ^� .. I 1 9 �� �. I I I I ! �, ! _ I i 4 i i I L_. 1 _ I _ _ I — I _ ! I I i '` i i R r 1 i 1 ' 1 i I I I I •�. ;i .... '.-� 4 ! i i �a t -,L :� 1 -.L I --::--�t1 w I :•'•'S �. FI 1 _d �� , - 1 I s '.s r :. ":" : ;fir ; - -- n®m "^ - i w- •� i :a ii .,_. :i I:. I � �m L 1 _ -_ -- r il '' ' " ' I " ' " 4 - .. :':-'-':'*-':.:.-...'-' " ::: -.::::, - . - . I:.. ..: .'� .:'' . � . � -, - y I ."� - I I a I r l I I 1- j . 4 _�_�� I :::e::::::::::::::::::::: ./ " I is �.® I:: a' A I�, L j � L . .. . .. . . . . .G y , :::•:•-- .•..• ...• ..• ..,• ........ :::: �::::j:::: �`.: -1 . �' , . -1 .. � ::*.. .::, .�:"* ­", ��°' �' I '. I:.. : .. :'' . . - . . . - . — -- -,N I a I: :i: i•: : :. :. :. . ,. .' a - :I: 1w. • - I� __ !!� — — - :i. / :: �: / •I. ' : .:: .: .:::: -I'. .: . . . . : . . . . : . . . . : � . . . . . . 4 ( .1V., . :� . j: , �..'. ... : ..' . . � � . i � �:.::::: f I f 5 20' ACSA DB 5412 {j EASEM T PG 242 J �• .. „? O -'M '.: _: - r .. '' * �" :: • 18.5QI . :­--:1- -' 'ip , ...:' .... - - : :: :-:'-:-:.:'-­' . �....l I :"'-'. I : . . . . . . . -: - � .: :. :.:. : :.::.,'-:­�':-- -:- � :- , .: - .: I., .'.* :­ 4 .:: .: - I _ . . - - R I.. .. - - ;". . . .,:. . .. t . j vi :. -. . .:I•' ..:.'... , .. . �..I::' - . : t:: .1 ...'' : J .: .:::: .� .:: - . ' I I E :.... . . ... .. I:6 J.: APARTMEN 1. I:: - ti: ., 52' X I . j:: '1 'I.' P 4,065 SF PEI I: :I: •I:' 0 3 STORI :. :;j: [` (1 ) 7" RISE 12 RESIDENT) ::I'' !• .i. W- HANDRAIL FFE=535 :I: l:: : :4: Q :h :$: _,''' (' m I- t •�:• :t: F-- I. . : � :: : t : F•-• 52.0( :t : I:' :d' 'I• Z :+: . :I' :t: :1: :1,: :I I I:- I: r i. 8.5 0 :�' � •I- (5) 7" Ca:' : I' RISERS ' l � • 5' SIDEWAU :. -�I i-'' (5 7" I. •'`' : �`R1 ERS: I-:I: o 1. 1•. . . ' S - _ OPEN ! �5�'-AGE j;• I 20' SWM `I " ; ' : EASEMENT •I. PG 242 •-.. �.�.._..�,—.�_4 --- -�- _' 1 u • A • a. ' ••6 • . . . . . � . : .. : - : :: '_ .: .1: - : .0 J1 :I _ ._ !1 A L�: A. f , t X C s 1 x ;� 1 -�-�, ! ,0 :I: x is �.. X �� _ - X ec---_ -, :I P _ R / ,d X- ff _i: r _ . _ �_ �_ __ ---_� Q NG 1: __ - -_ -9 ::I.: !.._ �_AC{LITY X X /tQ-G---- - ! M F :I SW X . ., - . • ! -. _.. _r _- - -� .� __ EASEMENT - � �1 EJI'[ 6' -----_ir` - -� - _ :1 ::. L' :� :! �-�-.:��:!.::::::: -::: �: -.:: .../ 1 _ ::; :. :;: 1 .- .- ... :r: 1 L• W I ENTIAL I 1 I L_ w I .r ..y_ i _` :I: : ' {L°•°• _ :1�Alv(4LY::SE is 1 I I JERRY� W SR OR LAURA J MOSS — _ W. I. I: f- j j i I TP a9aoCJ-Oa-035Aa ~- _ :I :i: " I :l ! I I I , t ZONED R1 ZON -- I: :I ; : l l: I ! 1 I t DB 41 5 P G 6 42 csA J ---- -- EX A 20' -� 'I1' ' :1U • 'I! i ' i:::::. ' :.:..::.::_' :::' :: :' . I I :' ' '' '''' ':I� SINGLE FAMILY R ESISENTIAL EASEMENT UTIL. E 5291 P. 357-366 , Fire Marshals Nate: Knox Box : I?" . r-- ! 1....:�"-''':•:::" ! DB I . I' ''''a••••:•:'''' ::'.� I I ....:.•.•.:.......:':• .....•.• 1 I I I Required on all Buildings, please :� 1 i i I I Ail - ---- - -1- ^- -1- f f.-- ..:...:�.::.::I. '..-'.. ..�..:'.�.:-:.:. .:.:...::...1::..'..-.*,:..I�.......:.':.'.. ..:.' ..'I:.:..':.. .:.*:.:::.':::.: .:,'.:::.'.­::'.-.:: :::..::.,.,',: .,::::*::.:' :'::.'.-.::..::'�::.'':::.., '.*':::''.:::.:-'':::.:::::':'::-"..:-::.:'::..:.::,-,. '' -:...0'..:::. '.' ::-.'.'I: ::: '.' ' . IIII ''*j'::.:—z.,-'�`''::.:::. /- . i i 1 P, -,,1::- :i:.:::: '. ..��::...:*.':, L�.. F�.�-'.��I :.._', ­"'':::�.�....'"::':::. -...':-::". �*':'::i�::' ....:-:: :'"... .'::�--- �::.*'.--� �"*—:":.'-�--_.'*.:�- --.- — t� I:.:: :-:.:.:: -''::::.:' ::-:::.:::-'...::.: :-,.''::.:-- , :-*:..:--*:.' .:'*:-::'":L:.-.'::---'-.:..,'..:I,�!.::..':::�: . :'":..:-.....L::.':-..�..... .. :...:.:-..... ..... :,,...::'......�., -:..'::..�.�.... '. :.,...�:-':-'� :. :.'::!,'--.. :.-:::.--'-'. �.:.:-::'."-..._ :::':-..-'-." ::�:::._'.::. :,-.�.::.*''.".. :::.::.._...". �::-:�:.'.".,.:--.:.:.,...*. :::.:-:''.:: ..-:�::.:�'--:..,�:::::..�-' .._-.-::.1."."-.... -.-_.:.'.....'-. .. ,._-I: :."'..- -.... ..-�.::'..'.,..... .-_'..:-.: . :�::: *..,....... .-:::::...:........ :::.:: f '*..... :.I.::..* ::- :'':::::,:­:'..' .:! .:�:_:.::' ....: I..::. .::::''._. .,:*:.:::.::-'.. : , ..::::-::, ::: :'--:.:::.-�:..�...j.'.,-:::::­".",...:...:::',,.--.,.-.. "...::::' ..... ::,...-.:.-:-.,...%':.-.,'.:. .::-. '`...�.--...::_.:-.....: :� �� ..--.-:.:-:�:.-'"L �.'I1:.::.:-.: -"-...-.':::.:: - ,. I:: :j ..i. . . �,-..:-4:.:._* .":.:-..::::, .:.�.".:' .-.-.�:::-.'"-I-..-.'I.:..::-:--- ..- �:. ..-..._::.:-* I- --. �. 1 : -.• :I :1 {: r: 1::= i �_: ,� -_ _ i • . -- - ___� — ~~-_ -____ -_ I ___ � I -- ---__ L _�_ -- - Mechanical Note: Apartment bldg. Mechanical Equipment u i ment shall ma inly be situated on the Building Roof. � � /_I !— � a `` ~ __ � --,- I I­71— I I — —_ -- I I I '_-- _ I I I I I 4 t I ! I I I I I I I ! I I I I I I I I I I I I I j ! I ;� =�_ �- L— _.. I I I I I I 20 0 20 401 60 Scale: I "=20' 1 SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912E 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: 1) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 SITE PLAN SHEET C4 of C11 SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E HIGH ST 434,227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 02.19 REVISION: 1 ) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 GRADING PLAN SHEET C5 of C11 C5 SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 434,227,5140 CHARLOTTESVILLEVA, 22902 JUSTIN@SHIUP-ENGINEERING,COM FINAL SITE PLAN 2511 AVI N ITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 UTILITY PLAN SHEET C6 of C11 LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF ® Large Shade Tree Betula nigra 'Heritage' Heritage River Birch 1 5" Col 5 397 1,985 ® Medium Shade Tree Acer rubrum Autumn Autumn Flame 1"Col 2 177 354 Flame Red Maple r ` Medium Shade Tree Carpinus betulus European Hornbeam 1 5" Cal 8 177 1,416 Small Shade Tree Catalpa bungei Umbrella Catalpa 6' Ht, 5 92 460 Small Shade Tree Maackia amurensis & cvs. Amur Maackia (Starburst) 6' Ht 14 92 1,288 Evergreen Screening Tree Thu ja occidentalis & Eastern Arborvitae (Emerald) 4' Ht. 68 10 680 cvs. � J Evergreen Screening Tree Cryptomeria japonicia Yoshino Yoshino Cryptomeria 4'-6' Ht. 6 123 738 Shrub Virburnum pragense Prague Virburnum 18" Ht. 55 Decker' i Low Maintenance South East Native 150 _f. _i_ Ground Cover Grass Seed Mix LB/AC NOT TO SCALE TOTAL CANOPY 6,921 LANDSCAPING NOTES: CANOPY REQUIREMENT (SEC 32.7.9.8.A.2): 10% OF TOTAL SITE AREA 0.10 * (39,645 SF) = 3,964.5 SF REQUIRED 6,921 SF CANOPY PROVIDED REQUIRED LANDSCAPING ALONG STREETS (SEC 32.7.9.5.D): STREET LENGTH ADJACENT TO PROPERTY =117 FT 1 LARGE TREE EVERY 50 FT OR 1 MEDIUM TREE EVERY 40 FT PROVIDED: 2 LARGE TREE 3 MEDIUM TREES EVERY 40 FT. LANDSCAPING WITHIN A PARKING AREA (SEC 32.7.9.6): REQUIRED: 1 TREE (LARGE OR MEDIUM) PER 10 PARKING SPACES 46 SPACES = 4.6 = 5 TREES REQUIRED PROVIDED: 3 LARGE TREES AND 3 MEDIUM TREES REQUIRED: 5% TOTAL PARKING LOT AREA LANDSCAPED 16,057 SF * 0.05 = 802.85 =803 SF PROVIDED: 869 SF SCREENING (SEC 32.7.9.7) Parking areas . Parking areas consisting of four spaces or more shall be screened from adjacent residential and rural areas districts. PROVIDED: a. Fence along the south side of the parking lot. b. The adjacent property on the east side of the parking lot has a fence that serves as screening for the parking lot. c. 45 Evergreen (Eastern Arborvitae (Emerald)) on the east side of the parking lot to serve as screening on the east side of the parking lot.. SCREENING FENCE DETAIL SHRU 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. r r3.5" AND 6" BOARD WIDTHS / FOR VERTICAL VARIATION TREATED WOOD SCREENING FENCE DETAIL 1"=4' PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING /-6"X6"X8' M 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 :L 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. TREE PIT DEPTH EQUALS ROOTBALL REMOVE BURLAP, STRING, AND DEPTH. MEASURE BEFORE DIGGING WIRE FROM TOP 2/3 OF ROOT BALL. 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 Not To Scale BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. I - 3X ROOTBALL DIAMETER DIM.--] i�TREE PLANTING DETAIL Not To Scale 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. FINISHED GRADE EXISTING GRADE I f 1, l 1 l �-NING FEt�kCJ=:: • : � ; f• ! ! 20 40 .! Scale:! - 3X WIDEST DIMENSION OF ROOT BALL - TREE ON SLOPE @ 25% (4:1 ) to 50% (2:1 Not To Scale SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E HIGH ST 434.227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2. Slump c 9183 r '710NAL ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL FINAL %S'ITE PLAN PRIOR TO MULCHING, LIGHTLY TAMP 2,511 AVI N IT 1 SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER DRIVE (C G COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN ( ALBEMARLE COUNTY, VIRGINIA THE SOIIL TO REDUCE THE SUBMISSION: COMPACTION TO THE AREA AND DEPTH SHOWN. 2020.02.19 SLOPE AND ROUGHEN SIDES OF REVISION: LOOSENED SOIL. 1) 2020.06.29 2) 2020.09.15 ORIGINAL GRADE EXISTING SOIL FILE NO. 16.050 LANDSCAPE PLAN SHEET C7 of C11 ^� V\`C I SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM m. sfump > c. .45183 FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 LIGHTING PLAN SHEET C8 of C11 J�4„�.j 2" R °'.a• SEE NOTE 4 .'d • . a - .� e• -Q .A. a 4" �2" RADIUS 7 .'d 15" a:a- Ia..SURFACE I8 MAX. -d d .''A �.."a BASE SFECMATM RUEI ICE 105 502 1 STD 6" CURB C9 Not To Scale CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSIIF PRECAST, 3. CURB HAVING A RADIUS OF 300 FE T.OR IIk�ESS (ALONG FACE OF CURB) WILL BE PAID FOR T. RAOW CURB, 4.(T(ttHE DEPTH OF CURB MAY BEES REDUCED AS MUCH AS 3" IN ORDERTHATINCREASED BOTTOM CURB URB 1kILL(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 N DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS II,I1EETING THE APPPEENDIXEATOFFTHE VDOT AS dENS}GI1 INLWUAL. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION GG-1z PERMISSIBLE A CONSTRUCTION #5 DOWELS, 6" LONG JOINT 4, 0, 0 12" C-C 4' v� MIN. 8' D=1 10't ml MAX B EDOMES SEE SHEET 1 OF 4 FOR DETAILS A TYPICAL DESIGN 8' 0° 4'-0" BACK OF CURB 12,1 MAX. 48:1 MAX. 20: 1 �2 SECTION A -A ERMISSIBLE Ik Vol l CONSTRUCTION r JOINT 41 +SECTION B-B 10=1 MAX 10:1 M NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IOF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL `L BE PROVIDED WITHIN ..! THE MARKED A K CROSSWALK ARE3 to `eL U) to N _Of U to CROSSWALK X cH c) TYPICAL PLACEMENT � OSSWAL� 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 fu CG-12 DETECTABLE WARNING SURFACE 62 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A 2 CG-12 DETECTABLE WARNING TYPE A C9 Not To Scale CG-11 Iif1 A fRAIHUS TO SE AS w STREET APPROACH SAME SURFACING I1 {{ I (SEE NOTE 3) GENERAL NOTES AS MAINLINE ROADWAY - - SHOWN RON FLANSH 8 � IRAOl To 8E AS - - SHOWN ON PLANS) L WHEN USED gi CONJUNCTION WITH STANDARD CG-3 OR GG•7 THE CURB FACE ON THIS STANDARD IS TO B€ A0I4aTED TO MATCH TTtE MOUNTABLE CURB CC-2 OR CGj)6 t,..,....-,,. GONFIGURAT9CJi. ,..... z,... --. Z. SEE STANDARD CO-12 FOR CUiCB RAMP DESIGN TO BE .SIDEWALK ..... ............, .�...-.k AL USED WITH THIS 5TANDAROL ' t' Y NOTE 51 OPTIONN, UNPAVED SPACE FLOW LNNE- 3, MAINLINE, PAVEMET•iT SHALL BE CONSTRUCTED TO THE �- R/W LINE IEXCEPT ANY SUBGRADE STAB'I„4ATION REQUi7(E0 I MNRL9Hk: PAVEMENT WHICH CAN BE JOIN iSION g EXPANSION 6 OMITTED N THE ENTRANCE.) JOINT 4. RADIAL CLI OR COMBINATION CURB AID CUTTER NOTE= W10111 B" 2' 01' OR AS cv MAINLNE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLAGENENT PUl SHOWN r,.N TYPICAL SECTION, A PLAID VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURIANO REQUIREMENTS OF ANTlGll .l HEAVY TRUCK MAUNE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK 6 CURB RAMPS iD'PARA80LK: CURVE (ENTRANCE ONLY)WITHIN THE LIMIT$ OF THE RAI.SSHOULO BE INCREASED TO 7"- (SEE CG-13) WOE OF PAVEMENT OR 8 k MAX. D OPnONAL FLOW LINE SLOPE CHAr+GE_0 5. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW d EE LONE 13 REQUIRED TO PROVIDE POST ORANAOE ACROSS IaANLiHIE NUACWAY --'-.. NOTE T) THE ENTRAgICE. Bx 7, THE UES)RAI3LE AND MAXIMUM ENTRAINCE GRADE CHANCES SLOPE D I.D. ARE LISTEU D: THE ALLOWABLE ENTRANCE GRADE TABLE. 'THESE VALUES ARE N'OY APPLICABLE TO STRIDES CQrzNEt TION3, 5' Mil. 20" MINIMUM FOR CGMMFTtC1AL GtITRANCE INTERSECTION NOTES 3, WHEN CG-111g USED FOR SIREET Crt�aEGT60Ns. Til MUST WITH COI GRADE CHANCES WITH A PA,TA¢3t1LIO CURVE. CONNECTION BE OE5f,NED 2N ACGOROANCE AASHTO POLICY AND I'HE APPLICABLE REQUIREMENTS SECTION A A AD DESIGNSTOPPING GF THE CE VALUE UNI !9GHr DISrAAP AND REOUIR S. 9. OPr1T)NAL FLOWLWE MAY REQUIRE WARPING OF'A 4 PORTION OF GUTTER To PROVIDE POSITIVE ORANACE B ACROSS THE INTERSECTION, ALLOWABLE ENTRANCE GRADE CHANGES Y`1 AJ CLASS 11 CONCRETE k ' "'' SECTION C-G ENTRANCE YOLK GRADE CHANGE "0" OESRAFiLE MAXIMUM HIGH MORE THAN 1500 VPD O x 3 X )x"OIUM 500-f500 VPD s!k 8X LOW I LESS THAN 501) Vh0 S 5 X 8 X NOTE: AOT1ROS NOT P Sk CONNECTIONS SPEC)FICATION VLIOT REFERENCE METHOD OF TREATMENT ROAD A \BPoDGE. 5TJNIDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REYAsion DATE I sHEEr I OF 1 VIRGINIA DEPARTM€NT OF TRAM PGRTATIOHN 2D3.Oi TVDOT: METHOD OF TREATMENT 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. 3. COMBINATION CURB & GUTTER HAYING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBIATION 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. i D 6„ V.1, s s s .4 A A A a , s a a s D t, P. D D - - - - - - - - - - -a„ -6" l 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. REF EJ(ENGE COMBINATION 6" CURB & GUTTER 105 REV.9/OB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 4-COMBINATION 6)) CURB I GUTTER C9 Not To Scale *5 DOWELS, 8" LONG A ��HlMSISSIBL ION AT 12" C-C JOINT 5' MIN. 12'1 MAX `l i a 124 MAX B� r B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 ' 1 MA 20 :1 48 :1M 1•2,1 SECTION A -A ERMISSIBLE JCOONSTRUCTION . SECTION B-B NOTE' FOR GENERAL. NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 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 B 3 6 9 4 8 12 5 10 15 6 14 15 n n CROSSWALK 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 ItErul CG-12 DETECTABLE WARNING SURFACE 102 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 �5CG-12 DETECTABLE WARNING TYPE B C9 Not To Scale DI-3A, 3B, 3C -FOR DETAILS OF INLET EXPANSION KEYED JOINT -� COAST BARS ■IYrrrr�r/�Ir Yr YYrYYr-/rr Yr Yi-�Yrlr/r/YrI �] �w•.r.wr�r ■ u----�--- �r--- �-------��------ Afill BAR -C 2„ I - SUBBASE _ _ HARDWARE z_ BARS F CLOTH + WEEP HOLE. o o i SEE NOTE 8 I Z. L TEPSJ�EOTE 8 SECTION A -A --A KEYED COAST, JOINT L-VARIABLE -MAX. 20' � 10 YI WARPED CUTTER 2'-0" 8" 2'-S" $" 3' 0.. 2� APPROACH r- 1�- BARS A GUTTER c' O - - - - - (- - - - - - - - - - - - - - - � B 5 G I �°•j t BARS F BAR5 E __ 8 I\ 43" DIAMETER ` � BARS I , BARS B ' WEEP HOLE FRONT ELEVATION BARS F = a" r-s••. a" ' (GUTTER REMOVED) f LY 5XIl BENT PLATE �I X J SECTION 8-B 8" 8" TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v L2%i'X2%z"XI/a" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 8 CG-6 STANDARDS. TYPE A !T11E -I/j' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 6B°30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH yz' x 4" STUD SHEAR NOSE DETAILS WELUED TO BENT PLATE AT 2'C-C. I PAVEMENT i�AP WARPED PAVEMENT DI-3A� DI-3B L I DI-3C L - = = I F4L0'N FLOW I -FLOW 1 1 I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRCAL waoT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD SHEET I OF 2 REVISION DATE 12" - 30" PIPE, MAXIMUM DEPTH (IH) - 8' 233 104.09 OS/IO VIRGINIA DEPARTMENT OF TRANSPORTATION 302 6 STD CURB DROP INLET C9 Not To Scale cc-1z GENERAL NOTES; 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. Ili 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE Z� 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 MOST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ��� PRECAST RAW FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,MILL 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED i' GENTER TO CENTER ALONG 121 1MAX BOTH SEES OF TH RAMP FLOOR, MID -DEPTH OF RAZE' FLOOR. MINIMUM CONCRETE COVER I/2'. 12`1 M 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. 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 EXISTNG.PROPOSED. OR NONEXISTENT. THEY MIDST 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 LICH? POLES FIRE - HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A L(ONTNUOUS UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE QMIENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED * 12H AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT g'MRN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND AT 2" HIGHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGEOF PAVEMENT PERPENDICULAR TO THE CURB. AT ** ,SAME AS TOP OF CURB 9. TYP01 CONCRETE SMCIRETE LK IS 4" THCK WHEN TIEIETIED HE RADII CANNOT TYPE C ATACRRCACACFFOFMI �RAAEfERTTQ SOF RD CI 3E,MCORfMt ERCIAIL EENTRAATVEC-E (F£AAVYTRUCK, PARALLEL & PERPENDICULAR TRUCK TR C)FOR 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 1M­-O_C--n1M1;A11,U0" - 24" TRUNCATED DOME O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0❑ 00 00000000000❑o❑000J 0 0 0 0 0 0 0 0 0 0I- 65X OF BASE DIAMETER 00 0 0 0 0 0 0 0 0 0TOP DIAMETER 00 0 0 0 0 0 0 0 0 0 0.9.. - 1.4" VARIABLE RASE DIAMETER 4' MINIMUM. TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACESPECIFIll REV.7/05 GENERAL NOTES of 203.01 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES C9 Not To Scale A -.c-I I PERMISSIBLE COAST. 5' MIN. JOINT 1 4i I A 1 TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2.p., BACK OF CUR ' 12 1 � 48' Ac 20 it 4 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 MINIMUM RAMP LENGTH IN PERCENT IN FEET NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. u W V) 0 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 DIMNSIONS AND SLOPES ARE AS NOTED. )� 177� yF cg )K ' 2' J AT ;K , 2" HIGHER THAN EDGE OF PAVEMENT AT**,SAME AS TOP OF CURB THIS COMBINED (PARALLEL I 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 REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 02 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 8 CG-12 DETECTABLE WARNING TYPE C C9 Not To Scale 4. ' Q 4 as A ;a 4" - 3,000 PSI CONCRETE 000000000a000000 4" - VDOT #21A BASESTONE O o o 0 o 0 0 1 1 1IIIIIIIIII I COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED � TYP CAL SIDEWALK SECTION C9 / Not To Scale 2" OF SM-9.5A SUPERPAVE O O Q O o o 0 0 C 0000000000000000C 6" - VDOT #21A BASESTONE -- COMPACTED SUBGRADE 1 1 1-11i11iI i 11 1 1- 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 00000000000000000 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A III111111-I 1111-COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 11 DuMDster Pad Detail C9 / Not To Scale to 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 (<0.3% 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°G 308,000 h (1-70) 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 (BILK) White (WHT) RAIL Bronze (BRZ) Silver (SEND CUS: 12 BEGA LIGHT FIXTURE DETAIL C9 JNot To Scale 15 2 zc 1 2C 137-8 NO PARKING W-Ba (To be mounted below accessibility parking sign) BEGA Type: BEGA Product: Project: Modified: Available Accessories IMS-11-2 Internal motion sensor - 8' mouting height IMS-11_3 Internal motion sensor - 20' mouting height IMS-1.4 Internal motion sensor - 40' mouting height - narrow IMS-L7 Internal motion sensor - 40' mouting height - wide FSIR-100 Configuration tool See individual accessory spec sheet for details. 13_)Handicap Parking Sin Details C9 Not To Scale SHIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912E 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.- 1) 2020.06.29 2) 2020.09.15 FILE N0. 16.050 SITE DETAILS SHEET C9 of C11 C9 1 < SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE SHAPE Tt4_ �IIIII TO DRAIN TO INVERT Y OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTESr SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \�\ THIS DRAWING IS TO APPLY TO THOSE STRUCTUK -5 5PIEOFED 1 \ SLOPE TO DRAM ON PLANS OR WHERE pVi7M OF PPE 6 PBOYE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR CROP INLET IS TO BE FORDED A® CONSTIRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL IXNAWING. TIE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AR OR Q CLASS CI EXCEPT THAT 25X OF COARSE AGGREGATE LIMY BE UP TO ii IN gAMETER AND CONSIST OF STORE. BROKENI BRICK. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I •-.�+:`: OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP tLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTIC LAR INLET AM OUTLET CONFIGURAMN AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES '�VDOT STANDARD METHOD OF SHAPING SPECIFICATION ROAD Me BROGE STANDARDS MANHOLE & INLET INVERTS SLEET 1 OF i I£V61tXd DATE 302 106Ag VIRGINIA OEPARTAENT OF TRANSPORTATION STD METHOD OF SHAPING 1 MANHOLE & INLET INVERTS C 1 0 NTS UNDERGROUND DETENTION CONSTRUCTION NOTES: IMPORTANT: THESE NOTES ARE GENER AL INSTRUCTIONS FOR DESIGN AND CO NSTRUCTION OF THIS DETENTION SY STEM. MANUFACTURER'S GUIDELINES EP SHALL SUPERCEDE THESE NOTES. IF DISCREPANCIES OCCUR BETWEEN THESE NOTES AND MANUFACTURERS GUIDELINES I CONTACT DESIGN ENGINEER IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL MANUFACTURERS GUIDELINES. CMP DETENTION NOTES: 1. MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE. THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION AND TO SUPPORT HORIZONTAL PRESSURE FROM THE PIPE. THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: 1,51D + 12". 2. MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE: 3.01D BUT NO LESS THAN D + 4'0". 3. FOUNDATION SHALL BE WELL CONSOLID T A ED &STABLE CAPABLE OF SUPPORTING FILL LL 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 CORRUGATE D STEEL PIPE 5 x1 CORRUGATIO NS OR EQIV. 6. HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALL OW 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. l 1. 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 ? 10'. BAND MATERIALS SHALL BE 16 GAGE ALUMINIZED STEEL OR EQUIVALENT PER MANUFACTURERS RECOMMENDATION. 1. BANDS SHALL BE SHAPED TO MATCH THE PIPE. 2. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: a.12" THRU 48": 1-PIECE b. 54"+: 2-PIECES 3. BAND FASTENERS SHALL BE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. 4. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2-2/3"x1/2" PER MANUFACTURE RECOMMENDATION. 5. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 6. O-RING GASKETS SHALL BE USED FOR RISER CONNECTIONS. FLAT CASKETS SHALL BE USED FOR CMP DETENTION PIPE CONNECTIONS. 545 540 535 530 525 10+00 GALVANIZED STEEL STEP 9i-I K1(-H{nE S0, RDtFORMlq NGO ERL'AgQ N ARESISTkNi RUBBER OR OTRER MATERIAL APPROVED B`Y OR THE EN (OFENSM MAY VARY WITH II HNFAGTURER'S m3m) -''7�-CKRROSL (✓fSRTMT �,,, 1^ MATERIAL (l////�}�TII--na lxFORcxc ROQ CAL SECTIONrs N A.I. STRUCTURES WRH A DEPTH OF ONENItEE NQFIED m IRE PLAID. £ V/i' FROM INSCE FACE OF BE 16'0t WHWW FORCE OF 3POUNDS WHEN FAX OF HE SUPYONT.00 „LLY N.IGNm AND CfFCRY,ALY SPACED FCR TIE ENDRE DEPTH OF ANY TIRUCTLRE. N PFECAST UNITS STEPS MAY M CAST N PL, HCNTA EQ INTO HOLES PROVIDED BY THE FABRICATOR' CR C/IIVEX Y WHM CF 3' EIEEOIrENT STEPS pFFERNC IN 00ENSNWG COhFlGURAIJ�K)NN,,Oft NATFRVLS FROM THOSE SHOWN WY ASO (£ USED i^RDYIDED REY HEFT THE h %LW AEDLIENEMS SHOWN HFAEONI MD THE CONTRACTOR HAS FURPiSHED THE ONGPEERI WITH DETAILS AND CERTIFIED TEST REPORTS OF RE PROPOSED SLOSTHUTE MD FVS RECEIVED WRITTEN APPROVAL FRGM THE EJN9NEER FOR THE USE OF SLICH STEPS. ALL STEPS IHST": m 5HIN_L QE MUV!OEO 'WITH 5LP-f39STAM SURFACES SUCH AS BUT NOT LIMITED TO. CORRUGATED KNURLED. OR DIVIL SURFACES. ALLNLN STEPS SHIM BE FABRICATED N :ACCORDANCE WITH ASTN DEE CLOY E STEP TWAT POIt�ICN OF RE STEP ENCASED N MASONRY SHALL BE L'IFCMLY GLOATED CITH A 81 nXNOUS.SQLYDNT TYPE ASBESTOS FILLED ALMULN PIGNENTED COATING COFFlOIR4 70 YEDQW_ SPECIFMAR ON 7C-C-ONM ALUMINUM STEP sPEc3FIDAnoN ����y-F� STANDARD STEP ROAD AM Blum STANAIMDS NRG,A DEPARTMENT - I-- REVIShON MATE SHEET 1 OF I 06.OB 2 MIN. LADDER STEP DIMENSION Cl NTS 550 Al 545 540 535 530 525 520 ti i LT [T �T Standard Hardware (TYP' ) ELEVATION VIEW 318" Neoprene Gasket (24" Wide)' 24" `� !al 1:11) v CJ i . o. !!- 1 ��a I /­�LJ © 0 ul` 24" Wide Band Stan ad rd Hardware (TYP•) SECTION VIEW 3 CMP HUGGER BAND DETAIL Cl 0 SCALE: 1 "=5' A2 . _. _ .... _... ......... .._... W Y ... .. C. . __ _ __.._ _..... _.., .._ .._ _ _.__._.�._� .....�OI�DEnPAnr I. .. ..,�...... .,...,m......,.. ...... .....,,......�.._.....................�,,. .,....»......-.,,. A... ..,,.,._.. ..,.......�-w......... ,,,.....,,. - .. ate...._ .............. .._,-. �.,..�. - .f.l ft..n' . To . -.._ 0 w.u-..._ _y --., w,.w... .w..,.. wl. .. v-. Ww.,..,.-...._w a _05.,..... I .......... ,, ..._-.-.4...,...m..,.,�...M...,.,..w.,..... � , RAIL L..._ , ._. , , ... it UNDE[�D ... ,_. CD F,l... ..�,.....-.� ......� ,.v,, .>.u..,...u., ,4...... .� _ ...w ...., . ..._.....0 t07:81LL•LF .,..�...0 ., ...w ._. v.. ...0 _..,_ . W z ,...�- I- ZZ 10+50 11+00 0 3y �_'�STORM PROFILE Al -- A2 C10 SCALE: VERT. 1 "=10', HORIZ. 1 "=30' 9 DETENTION PLAN EW 2C SCALE: 1 "=20' 550 545 540 535 530 525 114" �7 �r lx TOP VIEW SECTION A -A Li CONNECTION DETAIL DOUBLE BOLT, BAR & STRAP NUVERTED G1,17P. Oda HELICAL WITH ANNULARENDS CURVED 5H1EET SECTION +2-YELCED TO OANO N:SAAfEG11GEl O- HING GASKET REQ'D 6=diN 9dlt YIOHTNESS SOFTVlDAD SPACER �6:COK3 D' tnlN. LENGTH ;R€OB PEN JOINT (BIN.) SHIP "SI.O T' LONG EDN W CENTERS OUTIMG C.491<Ei (OPTIONAL) MODIFIED HUGGER HAND 4 CARP SLIP JOINT DETAIL C10 SCALE: 1 "=5' 61 B2 550 545 540 535 530 525 i= -.._ I? _...oa_._ ....__.__... In o cn 0 H- Tn -- GRADE -- - Ww- .18.OZ._LE ~fit.____ "-RVC-:..ROOF- 21% O f7 z 550 545 540 535 530 z z 10+5v5 Z STORM PROFILE B1-132 C1 SCALE: VERT. 1"=10', HORIZ. 1"=30' MH-1 FRAME & COVER " MIN. 4" PREMANUFACTURED- RISER STUB l i I I t p A Q O u gG40 000 00004p Oq0 100040G ODOO CO 9G 000 q0� O tS OO OOp 000 OO 0 6 0 a 4 0 �+ �• q fi IH ElT L't N' If' vT' nnr'H MH«!. lltll I' N , i I I 1. Section F IlMll TRASH E'ACK M.NI�11FW1 i L•i � i'tt' rli fltl\w UA , �, .4:91 Z-L 1N( 5 ORIFICE TRASH RACK DETAIL C1 0 SCALE: 1' S C1 G2 550 545 540 535 530 525 z ------ EX GRADE, w _ U m .,iNVPPROX Nx� NEY1t"GRADE w 4 La ... �,,.[7w.. ....�,�.......,.a.......................�.,...,.....��535.20,wu..,...,.,......u, ,. , ...,._..,., ....,...,....,..,><w�,....,.�.,.,...,..,,..ci Ln z ,., u? >4.�u.,,..:-. ..... ... ... .I, ...... SEPARATION...., m .w...w. w.M..T2---MIN- - ___ _ 1.,._W . l__. _._-- 18�.. IN-SEPARAMON"'v.....,.w ,....u..,.w,u„�. SEPARATION 1� -HUP€-0-4..�ix. I c`J �.»... CIO C] � 11- z C3 > Z Z 550 545 540 535 530 10+50 11+00 z ll+5F5 8 STORM PROFILE Cl-C2 C1 SCALE: VERTU 1 "=10', HORIZ. 1 "=30' r/� 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 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 i- 7' CMP DETENTION (__10 ACCESS RISER DETAIL �NOTSCALE w (� w J - EX 0 CD cD GRADE c� ACCESS -RISER ...... __ _.___... _..__.... _...__ _ ..._.___. _____.__ ___ _.___._ ¢ SEE DETAIL W._J � _..___.__ _..._. _ m _.�.LE � _- _ _......____ _a ._- _.._ _ co _.w____. PROP. __....._ _._.. __._.___.. _. - I _ 4B-MM-AgTt- - TOP STONE 00 =536.00=536.00 7 STONE WRAP MEMBRANE A US .x.i. 1 "�Y. 'iR e u .. .: i, . tt ,.. w : e.8 .. ' ..4-=--537. __ `, 5 u�, .r � .a!9. ' ^w q �'l 1i. , : r �� � 9� ){t .. Y 2 3� Y.' F T ,'vn, :,.• :v .�'%.. �0 k ..d .x.w.r: „. 3,,. ,x'E 'o. k'4, P�"'er � ai .0 ., .. fis ... i"`e,. r�, ..w ia..#w..s3 , .� ;,„ d h, , . 'a. n ♦ tl. `M. T�h ,�. . r r;.. � �. t ,.i .� .!%:Y 9" L» �,".X"`.'Jv ..,3, ,�r.,. ry'X .hti"^i...�M1, e�`4 •;4 i ��:f,Y. .. .�. `T,+�,. � i. v. � .•�v � k .a✓' 4ia7._6' REINFQRCED STEEL WEIR PLATE ) 1 A ; 4.0 HUGGER BAND .w _ ._.. _.. 4°-SOH,- 40-P€RFE--RVG __........__ ._. C -__ _ j (2 BARRELS) MAX. 100 LF _.._.___ Est" I�r GASKETATCMP .-.._..__.____JOINTS,-LOCAiION._._...... PER MNOFTR. SPEC I _ ._ II UNDERDRAIN ®528 0 .___ .____ ._ __. _._ _. __ .__._..._.. INCLUDE 3 STONE SUMP ___ 7,. 0- _ _.._. _ � PERFORATED ALUMINIZED CMP TYP ( ) _ ..__ - PROVIDE MIN. 6,157 CF TOTAL PIPE ' .�`:.,��-�a _ ___.__._.._.___..(...) ....._ _.I_..._. ALONG.._UNDERDRAIN--TRENCH.'__. __ _ I _._ _.___ � ....._. LM __ __ _TEE t___.___ .._L. _ STORAGE T . r .f- ' .Y a€` 4 i k .... i-! S^ ++�� 'a'•id" �5 � :qY` ?' "1k;� e Y ;'r :�° ;iST f T * A T .✓ N .. r .A � yS ''L a 4d u*') �.kR� rY> aR'•S, "r i • y + " a .w P J�A" x�.:Dl...�._..,.'.'.L.,1...._.Y 1�...4,+�.�..y�....✓L:.�,..3`;i,...»U.GJ.'.9���._....�_�..�. x S.Y. .. ;..:. ...... • .a ,,. v , a .... ,; , . . , ... .,x.- - _.__.__.._._.w_.._.-._.._.___..w___.__...__TTO__ON_..._-_" WEIR INV=5�9 00 OTTOM jlEPd0iRf0lWM_Tk_dPU_'NPD' 5 HDPE TONE #57 STONE �NV 5�g Otl � � -������'�-�� 2 OVERLAP 0 BOTTOPI�1TE•.SHALL_BE•-SOLID,.._ _.._.._.______.__._ . ._._..__ .-.__.__._ _ .. _..,._..._._ ._ & UNDE BRAIN -_._...._ . _-..._....---- __.____...._..,.____..._...W__u OUT INV=52$.00 10+50 13 DETENTION PROFILE C1 o SCALE: VERT. 1 "=5', HORIZ. 1 "=10' 11 +00 545 / TOP WEIR=533.00 4" 0 ORIFICE 12"x18" �'� - - � 14 GAGE ALUMINIZED TRASH RACKa STEEL WEIR PLATE. WELD S=( \ ELE=530.0 TO INSIDE OF CMP PIPES. R3.5 INV ELE=527.00 r_ll_" WEIR PLATE DETAIIL SCALE: 1 "=5" a 18 GAGE ALUMINIZED STEEL WiRE TRASH SCREEN. WELD TO INSIDE OF CMP PIPES. 12 TR_ASH SCREEN DETAIL C1 NOT TO SCALE PROP. GRADE TOP ASPHALT=539.1 0 MM ASTM D-5199 �� II If PE GEOMEMBRANE. r•"f`1 Y 1 „ III .., •• _. WRAP MEMBRANE W. US TOP ST............ 160 NW FILTER FABRIC 40 MM ASTM D-5199 -------------------------------- w �. E BRAN - 1' # 57 STONE u HDPE GEOM M E. TOP PIPE-536 0 � . -. WRAP MEMBRANE W. US 100 3- - - , 535 160 NW FILTER FABRIC ' 10-YR WSE 533.91 2' MIN. I, cz 2' MIN. I , , H I , , OVERLAP 3.0 4.0 3.0' OVERLAP 84" PERFORATED, CARP 1-YR WSE 532.15 (TYP,) SPACING () , ( ) LADDER 5- , WELDED TO , US 160 NW 530 , CARP ,., , FILTER FABRIC a ° (4. 1s "� SIDES .�:f INV ELE 529.0 �, ��< �,.3� �.�'-_>''`` , (SIDES) » s a.1 A_ ..�,. 57 STONE OTTOM ST - _. �, . �, ONE 528 0 ,•�y� v;yuw ICI I iA.," j N I,I f 2' MIN. OVERLAP NOTE: FABRIC & MEMBRANE ! i SHALL NOT BE PLACED ON 4" SCH. 40 PERF. PVC 21 MIN. OVERLAP 525 TRENCH BOTTOM UNDERDRAIN 0 528.0 SOIL SUBGRADE PER INCLUDE 3" STONE SUMP ,,.,,,,1.,,,,-_ 14 DETENTION SECTION tut o SCALE: 1 "=5" 540 J --f J COMPACTED SOIL EX GRADE _ TOP ASPHALT=539.0 BACKFILL SHIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE PLAN 2511 AVINITY DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1 ) 2020.06.29 2) 2020.09.1 FILE NO. '•11 STORM PROFILES &DETAILS SHEET C10 of C11 J1, ii clo VARIES /-v,AL,lE Box _ TO METER LIOX (SEE FIG- W-6A TIT THRU 4- )E). A VA-2' COPPER RI � 1 M. FITTING; NATER MAIN-f DIP '�-4"' PLUG THREADED FOR 2"' COMPRESSION FITTING RESTRAINED JOINT FITTINGS I, K3TEfi: +GATE VALVE . ILL BE 4"UNLESS OTHERWISE SPECIFIEDBf THE AC-% * SERVICE LINETO CONNECTAT MAIN WITH-X"x4" TEE - REFER TO FIG. W 3FORTHRUSTBLOCKDETAILSONITEE ` REFER TO F16_ W-5 FOR THRUST BLOCK DETAILS A14D DEPTH OF COVER ON GATE VALVE. + NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAMEDTOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS_ + USE 2500 P L CONCRETE LARGE METER SER`1, I1 E LINE NTS FIG W-bC TCI- i 2 1 LARGE METER SERVICE LINE DETAIL C11 Not To Scale CIO � E r. E ray - E - } L. i t.i H6Y! �m E lr h/I F N 1w f � E M 0 � tD Ay v L ri 0 ._ Q T `PIOAL MANHOLE F14A I E & COVER N1,T'.8 FIG W-D TD-31 2 TYPICAL MANHOLE FRAME COVER 011 Not To Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK k 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 UNSTABL SOIL - INITIAL BACKFILL aJ 1i a" a MIr ! MIN. #68 STONE JLAR FILL AS ROVED BY ACSA /� \�\ Z STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE HATER 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 3 DI WATER PIPE INSTALLATION 8c BEDDING C11 Not To Scale FOR ALL BENDS Q ' a 1 45' max 2 L. 45 ma PUJG I r I J 2 I � 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED IF_I o G SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L 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 22 1 /2 2.66 1.66 2.66 2A 6 2.77 2.69 0.26 0.13 3.16 2.91 2.86 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 3.55 2.95 0.43 3.53 4.00 2.63 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 4 CONCRETE THRUST BLOCKS C11 Not To Scale FRAME & COVER ( SEE Flit, S-I-0,E) SLOPED AREA STREET SURFACE OR NON --PAVED AREA 1F-O" MAX RUBBER COATED STEEL 3'-O" MIN STEPS CAST IN PLACE �1y PRECAST REINFDRGED CONCRETE SECTIONS t�"-MIN "0' RING SEALS ----- A 16" _MAX MINIMUM ELEVATIG DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM 1NI_ET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE--- . FILLETS VARIES CHANNEL TO 13E ,� a 3/4 DIAMETER OF CONTRIBUTING ' SEWER. + d .. '� y 12" A FILLETED INVERT FOR A SMOO Ha TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. '*.m RAIN. 6" REDOING NOTE W/ NO. 6E3 STONE 1. SEDDING 'THICKNESS REQIJIRFMFNT SHOWN IS MINIMI.JMA AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2- THE CONSULTANT WILL DETERMINE '&JETHER 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 h1. T.5 Fit;. 5-1-A NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOITES- VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES f� + 6' MIN �2` TO 10' I t 7 CU. FT. 068 STONE 6" CATE 42"MIN VALVE TEE 6' 2500 P.S.I. CONCRETE- BASE AND THRUST .Y ,. 1.. BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 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 I� I BEUSED 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 TYPE FIRE HYDRANT ASSEMBLY DETAIL C11 Nat To Scale SEWIER 5ER'JICE LATERAL CONNEC"T1ON NOTES 1. WIHERE A SEWER SER14CE LATERAL CONNECTS TO A MANHOLE AND NO INVIER f ELEVATION FOR 7HE SERVICE LATERAL IS INDICATED FNE TOP (CROWN) ELEVATION OF THE SEWACE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF T)iE THE LOWEST PIPE CONNECTED.? TO THE hIANHOLE. 2. SEWER LATERALS TAPPET? INTO AN EXISFNG SEWER MAIN SHALT. B£ CONN='TED USING: A PIPE SADDLE. 3. MIMAiUIM OHADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4- PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMEBER (W 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 11 FINISHED GROUND 2' MIN n SALT _ TREATED 2 x 4 MARKER PLUG END OF - MAIN LINE-' I SECTIONSERVICE LATERAL IN LINE WYE-TEE PLAN C`j VARIES SETTER SERVICE LATERAL CONNECTION N.T.S. Flo. 5-2 -_ 0 6i 44' MIN. L� -+-I 6" MIN. rT 1T5" +-I 6" MIN. q 4 A- Q 1a' MIrK. �.••r-1 i.5"� 37" MIM NGNUT LOCKING ASSEAI9LY Yn 2" MIN, T BYPASS NOTES 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALT_ 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-76 TD-15 9 TYP. 1.5" METER VAULT C11 Not To Scale 3 555 550 545 540 535 530 525 CO CO _ _. _. _.... r t y _ ¢ _ Eby._ + op isF 1 �- _-----._. w.w.., �.... , "..... .riri_ ,2165,..I6."MSDR.. 26._ f I� ( ".SDR-26-.-u ,...� l3. 1e"....12. M1L1..._SEP.,.ARA.TI "w. 10+50 11+00 11+5U PRIVATE SAN. SAT. PROFILE SCALE: VERT. 1 "=10', HORIZ. 1 "=30' REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 2F LARGER THAN 5" IN ANY DIMENSION 4.. 1 co coo INTIAL BACKFILL* 550 w w 550 8"MIN I1ii Z EMBEDMENT 1THAUNCHING 6THOROUGHLY COMPACTED [BY HANDY OR APPROVED va � GRAD{: c� •t 5T'fZING LINE /�� MECHANICAL TAMPER 545 M- o 545 OF PIPE - -te -GRADE,.--, ..- NO. 63 STONE -BEDDING 6" max 4" min 540 540 FOUNDATION (SHALL BE REQUIRED WHEN SOIL CC4I171TION5 ARE UNSTABLE �. ALL PIPE) 535 0 535 530 NOTE : T. CPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY IaNITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOT`rom 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 51-IALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIi1, S-3 To-m T1D-34 7SEWER SERVICE LATERAL CONNECTION 10 TYP. SEWER PIPE INSTALLATION IN TRENCH C11 i Not To Scale C11 Not To Scale NEITE1 MIN. 60' DIAMETER MAN40LE REQUIRED. s USE APPSti7VE➢ :LE'+(1ilLE RUBBER ROOT. i y (NEV D£NL3 MPE E ahFLUEN7 PIPE kJ" PIPE r PLAN PROFILE ~''� MIN. 6' REDDiNG `JITH NI,T. 6B 3TUIE I. HEIGHT OF THE YEAHCAL DROP PIPE WILL BE DETERtv1INED BY THE ACSA, BUT 51HALL NOT BE LESS THAN TWO (2) FEET. 2. VER rICAL DROP Pi PE SHALL BE SDR 26 P.V.C, SIZED THE SAME A5 THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKE r IOINT. T VERTICAL DROP PIPE SHALL TIE STRAPPED To THE PAANHQLC At PIPE JOINTS, SIPAPS5HALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED r0 PROVia. SMOOTH TRANSITION FROM CROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION OXHARGE Far1NG SHALL BE ORIENTED AT 45 DEGR£ES.INT6 THE FLOW, 6. VER HCAL DROP PIPE SHALL 8;12 INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" TNAMETER MANHOLE REQUIRED FOR A SINGLE 10+OR 12"DIAMETER DROP CONNECTION, OR TWO 8" 01ANIETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION FIG- 5-1-C2 VARIED I" i)IAMETER RRM,�:H AND VALVE-, -- V}E BDX j PLUG VARI Et. WATER ,tAlhl--RESTRANED RANT FITTINGS 11t-LIINE (TY-'E "1311) VARIES THREADED COUPLING BRASS NIPPLE AND PVC PVC SLEE+.'E , ,ram ` GAP ti i LUBRICATE ALL THREADS THRu T I Look-, 'L, ., 4 r IkJETEIR m:4)X (SEE FIG. W-7) _ _.._..a.. , VALVE D'fX '�\, . ,',.. e NO. 57 STI4NE. 4 M.j. FITTING- a K =� -2" PIPE SLOPED h TO GRAIN IF F - AiAOE ALLC)W5 VARIE> + JARS -2" BRASS PIPE �"-WATER MAIN AND v.4L@!E N�` " THIIREADEU' TAP ARE .SAME '71ZE DEAD END (TYPE "A") TYPICAL BL0W-( FF ASSEMBLY NTS FIG. W-8 TD-10 z 16+5U 12" MIN SEPARATION TO HDPE STORM INV. 528.13 PRIVATE SAN. 13 SAT. PROFILE C11 SCALE: VERT. 1 "=10', HORIZ. 1 "=30' 535 530 525 520 515 10+UU lU+SU 535 530 525 520 11+0W 14 WATER MAIN PROFILE C11 SCALE: VERT. 1 "=10', HORIZ. 1 "=30' 555 550 545 540 535 530 12+IJO 5 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r M. ,Sfamp � o T� o. 4� 1SS f 1� EL FINAL SITE PLAN 2511 AVI N ITY [DRIVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.02.19 REVISION: 1) 2020.06.29 2) 2020.09.15 FILE NO. 16.050 ACSA DETAILS SHEET C11 of C11 C 11 TO- 25 5 TYP. MANHOLE SECTION. BRANCH TIE-IN C11 7U, To Scale TO- 30 8 STD. INTERNAL DROP CONNECTION C11 Not To Scale 11 BLOW OFF ASSEMBLY TYP. C11 Not To Scale