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HomeMy WebLinkAboutSDP201900063 Plan - Revision Final Site Plan and Comps. 2020-01-01LEGEND EXIST NEW DESCRIPTION 165 TC x 1 25 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 165BW x 12513w BOTTOM OF WALL ELEVATION BENCHMARK m STORM SEWER RD RD. ROOF DRAIN - SEWER LINE s'w 6"W WATER LINE GAS GAS GAS LINE OHE OHE OVERHEAD ELECTRIC WIRE uGE UGE UNDERGROUND ELECTRIC OHT - DHT - OVERHEAD TELEPHONE LINE ucT - ucT UNDERGROUND TELEPHONE LINE PROPERTY LINE - - ADJACENT PROPERTY LINE - - - - - VACATED PROPERTY LINE = BUILDING SETBACK PARKING SETBACK D A - DRAIN INLET (DI) O ❑A CO STORM/SANITARY MANHOLE C [ PLUG 1'lv Ai WATER VALVE & BOX ♦ .- FIRE HYDRANT ® -. WATER METER �..� �..� LIGHT POLE -♦ UTILITY POLE SANITARY EASEMENT -- GRADING EASEMENT DRAINAGE EASEMENT - UTILITY EASEMENT - - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE -x� - - - - STREAM 312 12 INTERVAL CONTOUR 300- 00 INDEX CONTOUR CG-2 CC-2- STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER a CONCRETE PAVEMENT / a` SIDEWALK o o RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE A_N CG-12 HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR FANTOF5 CORNER SELF -STORAGE 5DF 201900OG3 TMP 07600-00-00-005EO RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 7"=500' K IMAGE PROVIDED BY ALBEMARLE COUNTY GIS WEB MAPPING GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT 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 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat 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 otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER AND 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. CONCURRENT IMPROVEMENTS 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. This final site plan is consistent with and concurrent to WP0201800088 (VSMP Major Amendment Plan for Pantops 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). Corner) which provides state stormwater quality and quantity requirements for this site. 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. This final site plan is consistent with and concurrent to SUB201900024 (Road Plan for Pantops Corner). The entrance 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. and frontage improvements shown on this site plan are designed to match the improvements shown on SUB201900024, 9. Trees are not permitted in the ACSA easement. which meet the requirements of the approved proffers included in ZMA201300002. 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). SIGNATURE BLOCK DATE 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. 13. Site lies within the ACSA Water & Sewer Jurisdictional Area. GENERAL NOTES CURRENT DEVELOPMENT PLANNER 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 CURRENT DEVELOPMENT ENGINEER 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 ARCHITECTURAL REVIEW BOARD 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 FIRE OFFICIAL 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. BUILDING OFFICIAL 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. ALBEMARLE COUNTY SERVICE AUTHORITY 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 VIRGINIA DEPARTMENT OF TRANSPORATION to the structure. 13. No portion of TMP 78-5E lies within a state dam break inundation zone. SHEET INDEX C I - COVER 5HEET C2 - BOUNDARY LAYOUT EXHIBIT C3 - EX15TING CONDITIONS DEMO PLAN C4 - REVI5ED CONDITIONS DEMO PLAN C5 - 51TE PLAN CG - GRADING PLAN C7 - UTILITY PLAN C8 - LANDSCAPING PLAN C9 - LIGHTING PLAN C 10 - VDOT/PAVEMENT DETAILS CI I - UTILITY DETAI L5/PROEI LE5 APPROVED PROFFERS Tax Map 78 Parcel 58G1 was rezoned to Highway Commercial per ZMA 2013-00002 (approved on December 11, 2013). The approved proffer statement is as follows: 1. Interconnectivity. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) required in connection with any subdivision plat or site plan for the Property, the Owner shall construct a private road from Stony Point Road (Rt. 20) across the Property to and across TMP 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C-1. The location, alignment and design of Road "A" may be adjusted with approval of the County Engineer. The Owner shall record an easement for the private road granting right of public passage over Road "A" which shall be recorded prior to the request for the first Certificate of Occupancy for the Property. An access easement to TMP 78- 6 shall be provided subject to an agreement between the respective owners to share the cost of maintenance and construction for shared portions of Road "A". 2. No Certificate of Occupancy until Road "A" is complete. The Owner shall not request a Certificate of Occupancy for an building on the Property until the private road connection between U.S. Route 250 and Route 20 is Y 9 P Y completed along with entrance improvements as required by the Virginia Department of Transportation. Construction of Road "A" shall be deemed complete when the County Engineer determines the roadway is safe and convenient for traffic. The location of the private road connections may vary in accordance with entrance guidelines provided by the Virginia Department of Transportation. 3. Route 20 Widenina. The Owner shall not request a Certificate of Occupancy for any building on the Property until the Owner has constructed a second north bound lane on Route 20 along the frontage of the Property such that two full north bound lanes are provided on Route 20 from its intersection with U.S. Route 250 to the intersection of Road "A" and Route 20. OWNER / DEVELOPER Owner: Pantops, LC. 12704 Crimson Court Ste. 101 Henrico, VA 23233 Developer: Landstriker LLC 250 West Main Street Suite 201 Charlottesville, VA 22902 ZONING TMP 78-5E: HC - Highway Commercial, EC - Entrance Corridor Portions of this property lie within the Managed Steep Slopes District SOURCE OF TITLE Tax Map 78, Parcel 5E: DB 5255 PG 138-146, DB 5147 PG 228 -229 PLAT, DB 2976 PG 576, DB 405 PG 475 PLAT MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Field survey provided by Roger W. Ray & Associates, Inc. on March 23, 2018. Datum for topography NAVD88. BUILDING HEIGHT Maximum: 65' Proposed: 34.7' from street SETBACKS Front minimum = 10 FT from right-of-way. Front maximum = 30 FT from right-of-way. Front minimum (off-street parking/loading) = 10 FT from any public street right-of-way. Side/Rear lots zoned Highway Commercial, primary structures will be constructed and separated in accordance with the current edition of the Building Code. No Side/Rear max setback. Self -storage building complies with stepback front requirement. For each story that begins above 40 FT in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 FT. EXISTING USE Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on C3 and C4 PROPOSED USE New 83,095 SF Self -Service Storage Facility LAND USE SCHEDULE EXISTING Area % Buildings 0 SF 0.0 Pavement 8,186 SF 16.9% Sidewalk 3,073 SF 6.4% Omen space 37,091 SF 76.7% Total= 48,350 SF (1.11 ac.) PROPOSED Area % Buildings 16,990 SF 35.1% Pavement 17,498 SF 36.2% Sidewalk 3,214 SF 6.7% Open space 10,648 SF 22.0% Total= 48,350 SF (1.11 ac.) Total Impervious Area = 37,702 SF (78.0%) WATERSHEDS This site lies within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date Feb. 4, 2005 (Community Panel 51003CO287D), no portion of this property lies within a Zone AE 100-year flood plain. TRIP GENERATION AM PM Use Description ITE Qty in out Total in out Total Mini -Warehouse 151 83095 9 9 17 9 8 17 Total 9 9 17 9 8 17 Trip generation reflects AM and PM peak hour traffic. PARKING Light Warehousing is an unscheduled use and as such, a request for determination will be provided to the Zoning Administrator for review in conjunction with this plan. Proposed Parking: 10 parking spaces are provided. Not more than two employees will be present at any given time, and the remaining 8 spaces will accomodate the trip generations provided herein. FIRE CODE REQUIREMENT A Knox Box is required. Owner shall contact the office of the Albemarle County Fire Marshal for location. CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 90°00'00 39.00 61.26 39.00 55.15 N45'20'39"E C2 56°30'23" 280.00 276.14 150.47 265.09 N43°13'28"W APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA (D.B.986-364) - — I------------ - — — --- --------------------- I� I I \ I \ \ \ 20' PRIVATE DRAINAGE ESMT \ (DB 52 6-159 & 160 PLAT) PUBLIC SWM ESMT I I TMP 78- 58G1 (DB 5246 PG 177, I PANTOPS CORNER LC \ \ 184-185 PLAT) I DB 5255 PG 138-146 DB 4358 PG 684 \ 2.88 AG 12' PUBLIC SWM I I ACCESS ESMT (DB 5246 PG 177, I 184-185 PLAT) Ii I I I PRIVATE ACCESS ESMT (DB 5246 -159&160) I I I I Cl I I w PRIVATE ACCESS J N I I ESMT (DB 5246 -159&160) TMP 78-6 MALLOY VII- RICHMOND RD LLC DB 5090 PG 504 15' TEMPORARY GRADING ESMT L / \ 00 INUU LU ..JJ L I LU.UU II 20 PRIVATE DRAINAG9 ESMT I / \ V.W. ACSA UTIL ESMT 20' PRIVATE DRAINAGE ESMT (DB 5246-159 & 160 PLAT) I / G 2 _ (DB 5246-159&160 PLAT) - (DB 5246-159 & 160 PLAT) / 10' MIN SE ACK — V.W. PRIVATE STREET ESMT ^ (DB 5246 PG 162, 39' MAC SE 174-175 PLAT) ❑ ❑ ❑ ❑ TMP 78-5E PANTOPS LC I / / 1.11 ACRES DB 5255 PG 138-146 \ I I \ V.W. PRIVATE STREET ESMT / DB 5147 PG 228-229 PLAT ` (DB 5246 PG 162, / i IA 174-175 PLAT) W. ACS TIL. ESMT DB 2976 PG 576 (DB 5 159&160 PLAT) DB 405 PG 475 PLAT N 6'49'42» �66.41' 30' TEMP N00°27'56"E 244.44' CONSTRUCTION ESMT \ i V.W. PRIVATE STREET E D.B. 5147-221, 226.17' i (DB 5246 PG 162, 174-175 PLAT) 228 & 229 PLAT) N12°25'28"E / ' 1 TMP 78-5C 11' 6' MONUMENT SIGN ESMT PLOW 1289 STONY POINT LLC (D.B. 5246-159 & 160 PLAT) DB 5255 PG 138-146 N50*49'12"E 33.43' e77 2 pp p26 �qF 2s7 9 67e�F �66, 66 ' 3p6 20' ACSA SAN. ESMT DB 2867 PG 81 DB 4873 PG 577 TMP 785A PANTOPS CORNER LC DB 5255 PG 138-146 DB 4358 PG 684 1.78 AC I I APPROX. LOCATION UTILITY ESMT FOR VEPCO & ACSA (D.B.1129-261 & HWY.P.B.X1-89 THRU 93) I I I I / I 20' PRIVATE DRAINAGE ESMT V.W. PRIVATE STREET ESMT (D.B. 5246-159 & 160 PLAT) (DB 5246 PG 162, 174-175 PLAT) J N Ln N 00 r N rn O W:-- I PARKING ESMT FOR TMP 78-5F (DB 5255 PG 138-146) I V.W. ACSA UTIL. ESMT (DB 5246-159&160 PLAT) V.W. PRIVATE STREET ESMT (DB 5246 PG 162, 174-175 PLAT) TMP 78-5B PANTOPS CORNER LC DB 5255 PG 138-146 DB 4358 PG 684 0.71 AC TMP 78-5R PANTOPS LC DB 2934 PG 476 I O O 0 0 II rn o� Q I — Q� _m r7 N d O °D I OLn ro = X N O � CL N j Qmc�o= 0) 0') 04 O I N I < (.0 M O�om m O � zo � O U w DI-3B TOP=341.3 INV OUT-330.09 15' CONC. PIPE 3 I 3 I ' / I TMP 78-6 DI-3C � IN (SV�=337.56 ALLOY V- RCHMOND RD LLC ; DB 5090 PG 504 INV IN (NE)-337.60 TMP 78-5K INV OUTIT*OR, JAMES OR PEGGY 3 DB 3713 PG 419 15• CONC. PIPE I-3B P=341.12 \ IN OUT-337.62 IWNDA ALBEUA I3z 1 15' TEMPORARY I� I GRADING ESMT I I~ APPROX/ LOCATI N 16 5' ESMT FOR° \ A \ \ / N TELEPHONE & TELEGRAPH \ \ \ 1 I h // // /AMERIC/A \ I A v v sz 1 / / / C OF VA D.V986-,364 y I f - / I 100�Y FL OD -EA� / B�E�34i.O'/ - 77 x,\\♦ /, �'I I cN / /DENSE, / / -� / /T- �O \ _-_ _---------- - IT I _ _ I � v v � -APPRdL.�CATI�N UTI_ vvv v T / ? / • / / \; . / / / DEMd TREE / // //� I �` 4 - -- - - - - ------- FOR-VE_ & A A `.\ `/\/\/�;/:�: / /�/ � / / / � /I I 00-__ t_D_B _�--—�.a--29-2� --k1 �B.X1- 9 � AT&T/FLAG 4' D P PER SONAR � DETECTION/ / / v v ---j / T TS 0 T �F 'R\AM / // �� / / I - - - - INv. (Iv V FR NEUNTY TMP 78-5A MANAGED SLOPES \ v - �\ ANTOPS CORNER LC ) PRESERVED\LOPES\5% \\ `\ l \ \ TMP 78�58G1 �\ \ I I\ \ b 5255 PG 138-146 L_ A v� (5,51R-SF) PRESERVED- v v A V PAN TOPS CORNER LC \ \ �v v V B 4358 PG 684 v D 5255 PG G 68146 NOT ITEMS IN BOLD TO BE SLOPES FIELD SURVEYED v v � v \ � \ � \ I �3 v � � 4358 PG 68� v \ � �� \`� 1.78 AC AT <25% CAI E DISTURBED. \ / h 6 \ \ \ \ \\\ \\ I I \ \ 88 AC \\ \ ! I \\11 II \ ° \ \ \ \ �9 �` REM VED FOR CONSTRUCTION DEMO DRIVEWAY \ O-\ 11 OF �ANTOPS CORNER ROAD \AT T FL G�� I 4�KEP R�oN�R Iv I� v vv �,, - �� vv (�I PLA SEE SUB 201900008.,E I \ \VI v v\ vvv vvv v ( AV 1 DETE' TIIJ�I �v��� /�%� A- AftV �� \ Vv v v. / vv—___— �/ O _ �I \ V A 4. A \ I 1II I I 0HPOLE TO " E MOVED '8 , J it I, DI- \TOP= .0 INV IN=340. 41NV1� \ \ \\ PRESERVED SL0A SOUT= \ I \ j�/// V v vvv v v v AT&T F AG // I �� v 3�0 \ \ 33 \ \ \ \ \ \ \ 7` DEEP PER SOAR /� �/ L Vv v v vvA\ v - DETE TIONI \ \ DEMO TREES II/� I AT&T FLAG DEEP NER SONAR \ \ v \A v \ \ \ \A SIDECTIOIIBI 1. TMP 78-5B V A �P NTOPS CORNER LC DB 5255 PG DEMO TREES \\ - TMP 7�-5f- - - -� \ \ DB 4358 PG 684 \\ _ , PANTOPS 390, ��- 0 1-4e V - -- _ DB 5255 PG 138-146 �`v __ __- DEMO DRIVE \ \ \ \ \ \ \ \ DB 5147 PG 228-229 PLAT v v I I �v v DB 2976 PG 576 \ \ \ MANAGED SLOPES VEW14Y j 13 \ -- —� \ \\\ \\ \ \` \ \ \ \•� AST&T FLAG �)B 4 05 PG - - 475 PLAT 8'�EP PER SONAR vv \ Ate__ - - --- - -- - - - _ = -- -------- � 370-- \ Y=-- -- - - -_ - ----- -- -- -- -- vv--380— - -- -- - ---- \ PVC -- 50.12 INV \— IN- 7.39 INV `� \ _ \ \ OU 46.53 . \\ V �\ \\ V v vy - \ /Y� _ ---- - \ \ _ \ _ _ � �: I TMP 78 5F j 37G— 'PANTOPS LC v v ` O� DB 2934 PG 476 3 -30' TEMP I -- \ CONSTRUCTION ESMT D.B.5147-221 -- --- 1 —---\\` 228 & 229 PLAT) \ \ \\11 \ 3 \ 35 v.A D�0 EE`6-- —— — 0, A'W-78-5C F OW 1289 STONY P INT LLC DB 5255 PG 138 146 \ 1 111 4873 PG 7 T ; \ i ST i DEMO SW, CURB & � � \�iVF�\ � GUTTER IN BOLD. / \ o °q qT -- / ---- 3Aa2�„q 9Pj O REMOVE Nr•�a5x \ - - - - - _ - 2 8� qB �STRIPING o - z S�9 6/S F F IN BOLD ', - \ 6 �9 W M �-ti �° 0 2p v�3 \ M DEMO TREES 3 9 4� A vv � M.H. I 1 \ 1I \ \ 3 \ 15 I PPE Cli FIBER-OPTIC \ WV5W4 \ CABLE \ 0 \ W WM7� \ \ SgAl MARKER M.H. \ 8 \ 3 JN \ \ \ \ NV OUT-W 50 \ \ \ \ 3 \ 15' CONC. PPE V A \ \ M � \ M\M \ M\M\ M ,tl DI-30� TOP 75,.70 NV N-355.24 / NV 00-354.90 / / / / / / / i i / / 1 � \ I \\ \ 3 \ \ I \ \ I I \ M\ \ M \ s M\ \\ M\M M \ M\ M \ M\ M\M \\ \M� / / I 3 I I � I 3 \ 31 \ \ I 1 ROUTE SIGN TO BE MOVED 14' DI-3B TBR TOP=393.6 INV. APPROX 389.5 DEMO SW, CURB, GUTTER, & INLET IN BOLD. AIRPORT SIGN TO BE MOVED 390- 0 0 0 w o 1n I IL - U 1M CV d 3mT 00oo � = Lo U N ND]c;j w M 3_ Q (LOD H I j't N N - -- pQ co D] m ir a O � _ U w / / rTOP-M.5 N,nv APPR02 377.3 \ V / / i v i Z\\ 0 \ \ \ i L_ I I � II II II JI I I I I DB 5090 PG 504 15' TEMPORARY GRADING ESMT APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA (D.B.986-364) ' 100 �YR FLOODPLAIN — - — — — — — — \ _ — _ — DA BREAK/ F — — — — - = - - - - - / INUNDATI ZONE ® \ / — — — Q---------- ---- _ - LOCATION UTILITY ESMT FOR VEPCO & ACSA — _ 129-261 & HWY.P.B.X1-89 THRU 93) a ° as ° A Q i ago o r---------------------------� I I \ \ ixX 77 1E DAM FROM . ATA 340. OR MH /.` ' + *' a` • ; ° tIM ; I NN=33 8. , / I I I "� ° \ \ TM 78-5A MANAGED SLOPES 3. I ; ; \ .I I PANTOPS\\CORNER LC \---- / TMP 7858G1 i DB 5255 PO 138146 / PANTOPS CORNER LC i "' t \ I / �« « I � - - DB 4358 F Q 684 �' ( // DB 5255 PG 138-146 ---- \ Q Q I 1.78 ACv I / I _ --- DB 4358 PG 684 ---I I_, — \ I 2 88 AC ; I v v p \\ r: I V I A I 4" PVC V IN=341.29DI 3 \ t \ \ I \TOP=3 5.0 INV i \ \ 1 111'1. s i 396 I iJ IN=340. 4 INV \ \ OUT= 0.40 i \ ` '.« P,4NTOPS CORNER W _ • " VARIABLE WIDTH ---- ----- z- PRI�T-�RO�� \ > - - '. —w —ww —w —w — —w —w w �w —w —w -w —w —w —w —w� w w —w -mow —w — —w —w'w —w —w I. ' t I `. "1+,, y \ I \ Q M-M- -M - `� TRANSFORME I — — — — — — — — — — — -390— — — — — — — — — — TMP 78-5B '+ ?' A �, I I DEM� TREES, URB, I PP-ANT�g-&- C-OENLER i I\\ I i� / / I & SI EWALK INI BOLD I TMP 78-5E — _ _ _ — — DB 5255 PG \8 14� �' �� / o ./ I I I PANTOPS LC DB 40 78 PU AC 684 \ :; I"� c� // I I I I \ 1.11 ACRES I I DB\5255 PG 138-146 ,+ MI SLOES Y \ DB 5147 P 228-229 PLAT DB 2976 PG 576 -E)B 388- - - - I 00 Ld 380 PVC `'' EL Q \ DI-3e - _ DEMO 17.7 LF I ;` z o m To 50.12 INV « ' '+'�'' % - w EX. RETWALL I o O 0 \ IN= 7.39 INV .. ':.... , / I 1 ( - ----- OU 346.53 , , «Q.�.: «1 cn LCN •' y'-386^ i TMP 7 8 - 5 F i u9 N ~ o ; !,' SG, �� - II �� — _---- — 3Z��Irt --,j i PANTOPS LC i W 3 I \--' `+ `•:<.` :;'.j� OQ \ -__ I L-------- DB 2934 PG 476 r'' \ - - i I w - 3 « « ° 3 \ I 3 TMP,78 5C 6 / � m �( \ F OW 1289 ST0Y �P INT ELC z o �3 DB 5255 PG 138 146 X \ 4873 PG 7 I / 12' DI-3B 0 TOP=SOWN � INV UNKNOWN 81.7 �O�Fr 10' colA80 of -m - % y TOP=381.5 INV APPROX 377.3 --- --- ---po 28\2 3 9(:9 of -380 LLI 41 360- q� O1 \ �� v 00 _\ 6� 2S �T Bay INV M=35215 \ _ INV OU1 t1 v \ \ 15 C. PIPET HEAD ALL \ \ North MH INV IN- ." � — \ INV IN-M7.87 INV IN=3m7.58 SF _ 30 0 30 60 90 U \ \ \ , Scale: 1 "=30' I/ I I I I ` I I I I I I A I I I 1 ° A. I I ° • . . I I - .. I I • M I I I I I • I — — — — J ED1 I I I I1 I A •• • L— I i ° --r —I `, A.• ` d • I I 4 d d• L 1 I • 1 I I d I 1 I I . I I b 1 1 d 1 1 A. I I 0 ww�v d I I �- I l I I ° ' - P-2 MILL . , `< �x 0 FH &OVERLAY .• I •. ` { ° —11 \ e 0 /CG-12 O R15' /3 '> A.�� o NE ( ) 7 / BEGI FDC RISERS I• / �\ /�; •/ . d NEW d 31.0' i I I d /^ i / / �� • / C • ' 0A �P , I / / i \ d,• A y/ ♦ / d 0 / 0 0 'FIRE LANE" i � I • •d • ' • d O / MARKED W. r OAIDING STRIPING z AREA \\ d .• • R34' i OVERHANG / , �26.0' G-2 R3.0 G �, R34'I (FOR \ 1 �F, REFER NEW \ I / •' ' d •, \ P� NEW � PAVEMENT I FT-, MA L W I / d H NDRPI>' 0, 1 z R 18. 71.0' I �' a TO 455 RTE 250 d EX. '5' °SIDE1Na4Ll� dti 0 • d EX. 7' PLANTING STRIP TRANSFORMER _ a CG-12 19.2' � SCREENING WALL m PER ARCH PLANS 1 ' MI SE ACK sT Plu 91' UPPER FLOOR ELEV=389.0 3 STORIES (34.7') ABOVE GRADE ALONG THIS FACADE 57' 30' MA) MECHANICAL EQUIPMENT/HVAC UNIT LOCATION. EQUIPMENT SHALL BE SCREENED WITH WALL THAT MATCHES BUILDING MATERIAL. SELF STORAGE BLDG rn to 83,095 SF 11 Ld ("16,805 SF/ FLOOR) (3 FLOORS ABOVE GRADE o OVER 2 BASEMENT LEVELS) \ / �- �' / ��� / C G— 2 R 3 0 g , 7. 0 9. 0' 8. 0' 8. 0' o' . 18 0' re 380 SF OFFICE - - C 2 d • d i 3' LANSCAPE i ST O� ° o 0,9 .�, 7�� ,y�,yss;Z-�o � �A �yAo oil, J 7 // STRIP TWO 6' HEIGHT SEGMENTAL BLOCK WALLS. TOP WALL W. 42" HANDRAIL _ 5.5' LANSCAPE BSMT ELEV=36IP 148' 16' x 10' 10' HEIGHT ATTACHED SEGMENTAL GREENSCREEN BLOCK WALL W. 42" HANDRAIL L 2.3' LANSCAPE STRIP 16' x 10' 16' x 10'J ATTACHED GREENSCREEN 18.2' r_1.1 9. 10.0' 10' LANSCAPE STRIP PARKING ESMT FOR TMP 78-5F (D13 5255 PG 138-146) `MAX. 6' HEIGHT SEGMENTAL BLOCK WALL W. 42" HANDRAIL JOIN NEW HANDRAIL TO EX. HANDRAIL - Fire Marshal's Note: Knox Box Required on all Buildings, contractor shall coordinate location with the Albemarle County Fire Marshal. Mechanical Note: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Easement Note: Only Existing Access Easements Shown. See Sheet C7 for Existing Utility Easements. No New Easements are proposed. E. A �PANTOPS CORNER WAY VARIABLE WIDTH PRIVATEROAD • d • d .4 . A. . ♦ , d . A. . d _ F----------------------------------------------- I I I I I ' NOTE: ALL RETAINING WALLS SHALL BE EAGLE BAY DIAMOND PRO SEGMENTAL BLOCK WALLS OR EQUIVALENT. r-----------1 I I PROPOSED COLOR IS "JAMES RIVER STONE". HANDRAILS SHALL BE STEEL 1 OR IRON PAINTED BLACK WITH A "SD-1 SLEEVE —IT" POST ANCHORING SYSTEM `----------- I OR EQUIVALENT. I I I I I I I L----------------------------------------------- II1 I I 0 I I . Z MANAGED SL( w O I I I N W I I d Z ♦ d A I W I . I I / � 14 Z W O = L w F I w� I� v I \\ N O N Li I O \\\ w NN w ul I I I I I— \ > I I I I d \ d Z w '' W Q V d O I \ I \ d' � N 0 I \ d 1 I .s aoo d - - - - - - - ° 0 N. NL , c• PANTOPS CORNER WAS \ I • I I — � d° \ I d l l l VARIABLE WIDTH ' t M. SHI > STREET CL PRIVAT-�Rfl �� f r \ I o % ♦ d d • • ♦ �� d S d • M e • d \ 1 \ I 394 - •d 8750 \ / ��\\� � � x FQ x 3 9 2 I O o a 5 ° a ° d � so ,-- 390 �1" 00 wI 91' UPPER FLOOR ELEV=389.0 8co � �3 STORIES (34.7) ABOVE , GRADE ALONG THIS FACADE / I cn \ 57 cn 7887TC \ Z W � Z I / O W W 37 _��— - - 388 o \� _ - ��-- --- ° a L'i CD i a, I ]AGED D SLOES \ \ .d • �� d o 75 I - GE 1 a 0 o I 1 SELF STORAGE BLDG x50 _ 83 095 SF o 0 0 A 76 / �� — oNNN •(r,-;16,805 S FL00 �'i615 - ���F� R)_ ��------- -390- oN�� \ \CD / . d � O I �(3 FLOORS ABOVE GRADE r 4:1 �, OVER 2 BASEMENT LEVELS) � FT1I' i8 iCN r7 MA W L'L W. 6 CURB �= 0 I �/ L oo - - - - - - -� 4 PVC - O� / / c1 �� H N�RAI,685 x - \ z j I� 71 a� rc 7� 99_ Cb 6 99 \ �i ` I NOTE: ALL RETAINING WALLS SHALL BE s- 1 \ ��,� / 'x76 7 25 = _ „t, I EAGLE BAY DIAMOND PRO SEGMENTAL i 7 A8 - - _ - � �' r-----------1 BLOCK WALLS OR EQUIVALENT. 380 SF 1 38 I PROPOSED COLOR IS "JAMES RIVER • O , 7_ - OFFICE >�6� ; STONE". HANDRAILS SHALL BE STEEL a 8F 3Z(L — I „ Z e �j ,' 58 \ 66 7600 773' 78" 6. 8a� — — BSMT ELEV=369.0 148' 9°° \ OR IRON PAINTED BLACK WITH A SD-1 - / • ' I TM — MAC. 6' HEIGHT �-----____- ; SLEEVE -IT" POST ANCHORING SYSTEM L O 77 oolw 77 s 6ao,w I OR EQUIVALENT. ♦ �_ x 77 0 SEGMENTAL I Z BLOCK WALL W. I i \ 42" HANDRAIL ; TWO 6' HEIGHT 10' HEIGHT \ ,i SEGMENTAL BLOCK \ SEGMENTAL _ I \ WALLS. TOP_ WALL \ BLOCK WALL W. CONSTRUCTION ESMT I ` \ ° - W. 42" HANDRAIL \ 42" HANDRAIL DB 5147 PG 221,228&229 PLAT Z , d Lu ♦ . \ V A 1 0� / Z \ 0 .p o 1 1 W i ♦ °ui 1 S Q o• & .• I W I 1 p LL Q 360— — I Date mod' �7 ' ,9 � 11 /04/2019 i\ 1 North 6 Scale �� 2s �Oj� 1 � I 1 20' 20 0 20 40 60 Sheet No. C6 OF11 Scale: 1 "=20' File No. 12.025 4" PVC Al I I I \ I I I I I \ d Id I I 20' RI ATE DRAINAGE ESMT (DB 52 6-159 & 160 PLAT) I I ° . d A\ O. Ii i l i 12' PUBLIC SWIM l i I ACCESS ESMT -- I (DB 5246 PG 177, 184-185 PLAT) ,17� � W�Sn I ' I I a ' I I I ~ • .a L d.41 a a' ° Q I L� i ° . � � ® o0000 I I d I I \ HOTEL �— I •° I I • I I I d• l I ; I \ \ �\ 20' PRIVATE DRAIN=�PLAT) ESMT . • i \ ' ° ' /E X \ (DB 5246-159 & i\\� / FH / O M M M M a d ` �\ \✓� \1 .� a \ I \ \ ' •` 14 • A 8' 6" A Ia \\ \� �M , Ts V / 0. 6" FDC NEW LINE i M M 39.4' I\4 /^1 • ./ / ° 1 "WM / M M M M •° • M M M M \\ •d. /. / 6" SPRINKLER LINE °\\ / / / O° A9Z 1" WATER SERVICE \ .� O ' I h INV. IN ,/ �'S'tij F 365.50 \I d I � a i \ / L d jd � All / / \ � I .77 41 S7 99 OSZF �` • ° • \ ° \ (96 `7' -9 �p� 8' DI-36 `- A 9l TO 55.44 INV IN=352.15 VVV \V 00=352.1� V A TIL. ES I 5246— 59&160 PLAIT) � I � I o I I SAN. LAT STUB �o APP OX INV.=358.90 �' L 9 r���TgRY S/0 20' ACSA S, DB 2867 PC WAWA NOTE: IN THE EVENT THAT FIRE RESCUE VEHICLES NEED TO UTILIZE THE FHA ON THE HOTEL PROPERTY, TRAFFIC COULD BE REDIRECTED THROUGH THE WAWA PROPERTY NOTE: FIRE FLOW (AWWA Q20) AT EX. FHA ON HOTEL PROPERTY IS APPROX. 4060 GPM BASED ON HYDRANT FLOW TESTS AT ADJACENT HYDRANTS ON RTE 250 AND RTE 20. ISO NEEDED FIRE FLOW IS 3000 GPM. 20' PRIVATE DRAINAGE ESMT (D.B. 5246-159 & 160 PLAT) d — — -- - o OA NT S CORNER WAY LE WIDTH ` \ P VATEROAD w w w w w w Aw w w w w —w �w w w w 16LACSA;UTtL. w W W W A, � T --DAIN�EES17T- 115q At ign PI AT) 60 L — — .. add d 11 • 'd a ' °. d d ' • . " 15" HDPE STORM BY OTHERS INV. IN 376.20 I TRANSFORMER V W ACSA UTIL ESMT 8 PCV STORM ; I i Pn �� Rn � Pn � Rrl � Rfl a � INV. 378.00 INV. 377.OQ f f f ROOF RUNOFF ° SAN. LAT @ BLDG O INV.=365.50 BSMT ELEV=369.00 �O 372.00 f f f f f - - - - - - - - - - - - - - - ROOF RUNOFF ROOF RUNOFF INV. 386.00 I Vs 375.00 (DB 5246-159&160 PLAT) --------------------------------------------- I I I I � I � I I I I 1 8"x6" TS&V � o \ / v \\ 6" FDC LINE 6" FIRE a ° �\ FDC LINE ° a a M M M 5' SEPARATION ° a M M M M M 5' SEPARATION ' EX. STUB M M M M CONNECTIONS 1" SERVICE PER MEP PLANS FDC/WATER SERVICE DETAIL SCALE: 1 "=10' • • 20 40 •• Scale: 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. 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. CL I 3X ROOTBALL DIAMETER DIM.-- 3 TREE PLANTING DETAIL 8 Not To Scale CL 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 Sol IL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL i It 1 IIII�IIIII,III1 III - - —= 3X WIDEST DIMENSION OF ROOT BALL =— TREE ON SLOPE @ 25% (4:1) to 50% (2:1 Not To Scale • • „ ji PLAN 3" THICK greenscreen@ PANEL, TYP. POSTT. POST CENTERS = PANEL LENGTH + 4", TYP. 3" ROUND OR SQUARE STEEL POST WIPOST CAP, ji HORIZONTAL .,ST ,POST .' CHANNEL TRIMI OR � #5105 EDGE RECOMMENDED TOP ioiooiooi0000000i0000i0000ii iiioioi000iin OF PANEL, TYP. #5133X SNAP CLIPS W/ STAINLESS STEEL SCREW, 7� ................................................ .....i......,.....WITH PANEL TRIM OPTIONAL #5133X "C" OPTIONAL: 5141 CLIP ................................................ •iiii•iiiiiiiiiil REQUIRED 0 VERTICAL EDGES o7p .i...................................i.......... ................ ................................................ ................ w SPACER FLEX "C" RINGS @ PANEL ................................................ TO PANEL SEAM 0 12" D.C. ii0000000•ooioi000iooii0000ii oi00000. �i.............. OPTIONAL ...........................................::o:_ .......;.....r LL .i.............................................. ............. PANEL, TY P. ......................................................... ................................................ ............ #5105 STEEL EDGE TRIM .................iiiiiiiii•iiiiiiiiiiiiiiiiiiiii •iiiiiii.ii RECOMMENDED 0 ................................................ ........... .................. ........, .........................iiii.FINISH BOTTOM . OF PANEL .............................................. �I.......... GRADE POST IMBED LENGTH & FOOTING VERIFIED BASED ..•. SOIL CONDITIONS. NOI SPECIFIC ENGINEERING MAY BE REQUIRED BA SED ON SPECIFIC SOILCONDITIONS, LOCAL . LOADS, VERTICAL HEIGHT OF ATTACHED NOTE: VERIFYPANELSPAN r_4`i,, FREESTANDING HORIZONTAL .. .• INSTALLATIONS . .B . AINSTALLATIONS 1C ABOVEGRADE. • AND BOLT -• • RETAINING CONSULTDESIGNER FOR ATTACH •00:00 " I I I I I I ` I I I I 4 I I I I I l I \ \ I \ o I \ . \\< • d \\ 436 LF \� ALONG ' I\ STREET I \ il ° / d Q ° / .d + \ / �'�,ty� + +"+ o + d + + +++ 1 4o a, +++ + N E M M / + + d M M M + I M M M M M + • / '� / +++ FINISHED GRADE I ad ° \\ �� le'A + ++ I _Tl \ �d ++ + / j� I7J EXISTING GRADE �" + + rTl \ + + + I ° . •+ -- +t + ++ / d ° \ .d + + + d �. I D +++ + + / e + +' ++++++ + ++ / + ++ ++++ ++, ++ +++++ + / + + +++++ ++++++ +++ + + + ++++++ +++++ + - + + + + + + + + + + + + + + i + + + + + + // / O ++ ++ + ++++ +++++ �+ + + . / ++ +++++++++ ++++ +++++ + + + + + + + + + + + + + + + + / d • + + + + + + + + + + + + + + + + + + + + + / a + + + + + + + fi + + + / + + + + + + + + +p+ + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ + + + + + + + • + + + fi + + + fi + +\4 + + i + + + +++ +++ ++++++++++ + + + + + + + �+♦ + ���QQQ + + + + ++ + + + + ++ + ++ + + + + + + + + ++ ++++ + + a / I o + + + + + + + + + + + + + + + + + + d /� + + ++++++fi++++ + + + y +++++\+++ +++Q+++ +++++ + + +++ / + + + + +\ + + + + + + + lj I r + + + ++ + + + + + + + + + + + + + + + + + + ++++++ ++ +i.++ / PARKING LOT + + + + + + + + + + • / / + + + + + + + + + + + +i++++++�+ ++++ " �O , / / LS AREA O .+++++++++ +++ ESN T�, 60 PLT) I ` I I I I I / o I \ I I Frl / I of D I o + +++++++++++++++++++ ++ / ,I + + +++++++++ + + ++++++++++++ + + + + + + + + + + + + + / + + + + ' ' ' ' + + ' + + + d 3' LANSCAPE + + + + + + + + + + ++++++++++ STRIP + + + + + + + + + •• r + + + + + + ++ + d / 5 EX. STREET TREES _j / / �O "d \ 9' ys6 gip` � �\ �Do A �y 0 \(96 �� S SOT `� r, 9 ? -. TO 55.44 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 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 Not To Scale 20' ACSA SAN. MT DB 2867 PG 81 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 48,350 SF (1.11 AC) x 10% = 4,835 SF CANOPY REQUIRED: 4,835 SF CANOPY PROVIDED: 4,708 SF GENERAL SITE + 5,575 SF STREET TREES =10,283 SF TOTAL PROVIDED PARKING LANDSCAPE (32.7.9.6): 10% OF PARKING PAVED AREA. 8,359 SF X .10 = 836 SF REQUIRED: 836 SF CANOPY PROVIDED: 883 SF CANOPY LARGE SHADE TREES (3.5" CAL.) 10 PARKING SPACES (10 / 10 = 1 LARGE SHADE TREE) REQUIRED: 1 LARGE SHADE TREES PROVIDED: 4 LARGE SHADE TREES INTERIOR STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) - 40' O.C. PARALLEL TO ROAD 436 LF STREET/40 = 11 REQUIRED: 11 LARGE SHADE TREES PROVIDED: 12 LARGE SHADE TREES (MATCHES EXISTING COUNT ALONG PROPERTY STREET FRONTAGE NOTE: 10 STREET TREES ON TMP 78-5E WERE ALREADY SUPPLIED AS PART OF SDP2018000889 PANTOPS CORNER FINAL SITE PLAN. THESE SHALL REMAIN. A TOTAL OF 21 NEW TREES AND 105 NEW SHRUBS MUST BE PROVIDED AS PART OF THIS SITE PLAN. 10 EXISTING STREET TREES SHALL REMAIN. PLANTING 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. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN APPROVED LANDSCAPE PLAN. -- i/w��lYA l��Llt </!1�!►�'` !i1►t �!1►>. �i t �► i �� �� t `� �tA +dig n ____LP11 _— r _` • —_ ��fiexl 5 EX. STREET TREES 2 NEW STREET TREES (PIN OAK, 2.5" CALIPER) NW-lizrirGiom FROM LANSCAPE s ��s�►l��e �c ;isf .�.���Mill��. �. �i�.�.�A'�.tIN��. �:�e.a�.�1d'at�lQ�:�:�.�.-�d:T.:.i • x 10' • x • ATTACHED . . P • x 10' 9 / \- 10' LANSCAPE STRIP r PARKING E S M T FOR TMP 78-5F (DB 5255 PG 138-146) GENERAL SITE LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 3.5" 5 37 387 1935 Large Deciduous Tree Quercus phellos Willow Oak 3.5" 2 20 370 740 Small Deciduous Tree Carpinus betulus "Fastigiata" Pyramidal European Hornbeam 6'- 8 10 17 69 690 Amelanchier x Serviceberry Small Ornamental grandilora & cvs (Autumn Brilliance) 1" 2 16 130 260 O Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 40 5 0 0 Shrub Broadleaved Evergreen Ilex cornufa "Bufordii" Bufford Holly 2' Ht. 19 10 57 1083 Shrub Broadleaved Evergreen Myrica penslyvanica Northern Bayberry 2' Ht. 16 3 0 0 Shrub Greenscreen Facade Trachelospermum Madison Star 1 Gal. 30 12 N/A 0 Planting jasminoides Madison Jasmine TOTAL 4708 SF: STREET TREE SCHEDULE Plant M Total Canopy Total S Symbol y Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF yljy Ex. Large Deciduous Tree Gymnoclodus dioicus Kentucky Coffee 2.5" 5 35 570 2850 Ex. Large Deciduous Tree Ulmus americana cvs. 'Valley Forge'American Elm 2.5 5 25 397 1985 G New Large Deciduous Tree Quercus phellos Willow Oak 2.5" 2 20 370 740 TOTAL: 12 TOTAL 5575 SF: NOTE: A TOTAL OF 21 NEW TREES AND 105 NEW SHRUBS MUST BE PROVIDED AS PART OF THIS SITE PLAN. PHILIPS ,rr%ism CM GARDCO --- Philips Gardco LED wall sconce 161 offers distinction Project: through its styling, powerful optical design, array Location: Wall sconce of distributions, and impressive selection of control Cat.No: possibilities. Designed to compliment the 121, this luminaire is the large and extended version of the Type: 121, providing performance capability up to that Quantity: of a 40OW metal halide luminaire, while using LED ' • Notes. considerably less energy. (M C&US LISTED Ordering guide Number Drive LED Color Dimming Luminaire of LEDs Current Generation Distributions Voltage Control4 Electrical Options Finish 161 ❑ WS 161 461.2 600 NW-G2 2 120 DD Fusing WS Textured LED wall sconce 46 LEDs 600mA Neutral White IES Type 2 120V 0-10V Dimming Driver' Surface mount F1 0module) 900 4000K,70CRI conduit feed BK Black 900mA Genration2 ESType 3 208V Dual Circuit Control' Single (120, 277, junction box WH White 4 240 347VAC)' BZ Bronze Cool White 5700K,70CRI IESType 4 240V DynaDimmer: Automatic Profile F2 DGY Dark Gray Genration2 277 Dimming Double (208, 240. MGY Medium Gray 92L 600 CS50 92LEDs 600mA WW-G2 277V 480VAC)5 (2 modules) Warm White 347 Safety 50% Dimming, F3 Customer specified 80o 3000K,70CRI 347V 7hours113 800mA Genration 2 Canadian RAL Specify optional 480 CM50 Double Pull color or RAL 480V Median 50%Dimming, (208,240, (ex:OC-LGPor UNV 8hours173 480VAC)s OC-RAL7024) 120-277V AC CE50 CC Custom color HVU Economy 50%Dimming, (Must supply color 347-480V AC 9hours133 chip for required DA50 factory quote) All Night 50% Dimming' 23 Photoelectric Systems PCB Photocontrol Button 24 s Infrared Motion Response Systems IMRI3 Integral with #3 lens' 2.3 1. Not available with Dimming Driver (DD) option. 4. Not available with 48OV. 2. Not available with Dual Circuit Control (DCC) option. 5. Must specify specific input voltage. 3. Available in 120-277V or UNV only. Accessories (order separately) FSIR-100 MR hand held programmer (For use with 'IMRI3' motion response when field programming is required). If desired, only one is needed per job. FIXTURE A g 161_cut 11/16 page 1 of 3 PHILIPS w" rrrrrl rrrr rrrr. -s C,J GARDCO Project Site & Area Location: Cat.No: Type: '' `` • • C @ US Qty: ' Notes: ECF-5 small * _ The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Ordering guide example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LED Color - Dimming controls Motion sensing Photo -sensing Electrical Luminaire Prefix of LEDs Current Generation Mounting Distribution Voltage Finish ECF-S ❑❑ 0❑ 000 0 0 0 ❑0 ECF-S 32L 530 WW-G2 AR Type 120 120V DD 0-10VExternal IMRI3 PCB Fusing Square Pole Textured EcoForm 32LEDs 530mA Warm White Arm Mount 208 208V dimming (by others)' Integral with Photocontrol Adapter BK Black 2 Type2 FI Single Site and Area, (2 modules) 700 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control' #31ens' Button73 (120,277,347VAC)2 included in Will White Small 700mA Generation 2 left 90° 277 277V FAWS Field Adjustable" IMRI7 TLRD5 F2 Double standard BZ Bronze IA NW-G2 The following 2-270 Rotated 347 347V SW Interface module Integral with Twist Lock (208, 240, 480VAC)2 product DGY Dark Gray 1050mA Neutral White mounting right 270° 480 480V for SiteWise1E11 #71ens' Receptacle p TB MGY Medium Gra y 1.2A 4000K,70CRI kits must UNV 120-277V LLC2 Integral module IMRO TLRD7 Pole Mount Fusing Terminal Customer specified FPl Single 1200mA Generation Ge be ordered Type (50/60Hz) with#21ens'' Pole mounted Twist lock Block se aratel P V HVU 347-480V LLC3 Integral module motionsensor Receptacle7Pin (120,277,347VAC)2 RPA RAL Specify 3Type3 48L 900 CW G2 (See 3-90 Rotated (50/60Hz) with#31ens'' (see accessories) TLRPC FP2 Double Round Pole optional 48LEDs 900mA Cool White accessories) left 90° LLC4 Integral module Twist Lock (208, 240, 480VAC)2 Adapter color or RAL (3 modules) IA SOOOK, 70CRI SF 3-270 Rotated with #41ensu` Receptacle w/ FP3 Canadian Double (fits to 3"- 3.9" (ex: RAL7024) 1050mA 1.2A Generation 2 Slip Fitter right 270° DynaDimmer: Automatic Photocelt2 Pull (208.240, 480VAC) O.D. pole)10 CC Custom color (Must supply 1200mA Mount" Type Profile Dimming 2 HIS color chip (fitsto23/e" Surge Protection Internal for required 4Type 4 CS50 Safety 50% 64L 900 O.D.tenoN 4-90 Rotated Dimming, 7 hours' (10kAstandard) Housing factory quote) 64 LEDs 900mA WS left 90° CM50 Median 50% SP2 Increased 20kA Side Shield' (4 modules) 1A Wall mount 4-270 Rotated Dimming, 8 hours' 1050mA with surface right270° CE50 Economy 50% conduit Dimming, 9 hours' rear entry Types DASO All Night 50% permitted Dimming' 5 Type RAM 5W Type 5W CS30 Safety 30% Retrofitarm AFR Dimming, 7 hours' mount kit' Auto Front Row CM30 Median 30% AFR-90 Dimming, 8 hours' Auto Front Row, CE30 Economy 30% Rotated left 90' Dimming, 9 hours' DA30 All Night 30% AFR-270 Dimming' Auto Front Row, Rotated right 270° 1. Available only on 120, 208, 240. and 277 (or UNV) 6. DCC and LLC2/3/4 not available with any other controls IL Limited to a maximum of 45 degrees aiming above horizontal 2. Specify Voltage 7. TS not available with DCC 12. SW option is not available with any other control options with the 3. Not available with 347 or 480 voltage 8. ECF-IMRI equipped with out -boarded sensor housing when exception of IMRI3, IMRI7 and SW-IMRO motion response options 4. HIS not available with Type 5 or 5W optics voltage is HVU (347-480V) 13. Available only on 120V and 277V 5. DD is required for LLCR and pole mount motion sensor. 9. Mounts to a 4" round pole with adapter included for 14. Not available with DCC, IMRI3, IMRI7, SW, LLC and CS/CM/CE/DA Dimming leads are supplied through back of luminaire. square poles. (DynaDimmer). Must be ordered separately (See accessories page) 10. Not available with SF and W5. RPAs provided with black finish standard ECF-S_Gen2 09/17 page 1 of 9 FIXTURE B L , I ;{ I I I /"1 I I I I I I I I I I \ l Schedule Manufactur Catalog Number Light Loss Symbol Label Quantity er Number Description Lamp Lamps Filename Wattage Factor A 2 PHILIPS 161-46L-60 161 LED Sconce, 46 LEDs, LED 1 161-46L-600- 91.0 1 GARDCO O-NW-G2-2 T2 OPTICS, 4000K (1) HLO LIGHT NW-G2-2°IES Q ARRAY OF 46 LEDs (XPG2) DRIVEN AT600mA B 1 PHILIPS ECF-S-32L- EcoForm Area LED ECF - LED 1 SFC-3-32L- 121.6 1 GARDCO 1.2A-NW-G2 Small, 32 LED's, 4000K (2) LEDGINE SLC 1.2A-NW-G2- El -2-HIS CCT, TYPE 2-HIS OPTIC, House -side Internal LIGHT ARRAY(S) 2-HIS.IE DRIVEN AT 0 Shielding 1200mA STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 0.9 fc 17.6 fc 0.0 fc N / A N / A NOTE: 1. Pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base. 2. 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 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. 3. Wall sconce fixtures (A) shall be mounted at 12' height. 4. Pole mount fixtures (B) to have a black finish. The wall sconce fixtures (A) shall match the color of canopy ceiling. r-- I I I I I I I I I 1 I I I I I I I I I I I I I MS DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C � CONSTRUCTION 5' MIN. JOINT 12:1 MAX 77 77 ao 1y ? 12:1 MAX B� r B RM1P (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 MAX 20 :1 48 :1 2' MINSECTION A -A PERMISSIBLE CONSTRUCTION JOINT o SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. SKCEICATIM REFERENCE 105 502 CG-12 n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION MAX. 5' MIN 1� ROADWAY GRADE MINIMUM RAMP LENGTH IN FEET IN PERCENT 4" CURB 6" CURB f A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR OSSWN.K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 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. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION PERMISSIBLE A CONSTRUCTION -1 `#5 DOWELS, 8" LONG JOINT / 0 12' C-C 8 I 0.1 10.1 N� 13 MAX � B TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS A TYPICAL DESIGN BACK OF CURB 12`1 MAX • 48:1 MAX. 20: 1 SECTION A -A -2' MIN ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS SEE SHEET 1 OF 4. A 4'SQUARE LANDING AREA OUTSIDE OF THE MARKED Y TRAVELWAY SHALL y BE PROVIDED WITHIN �3 CROSSWALK AREA 3 N a Y (n (/) �0 4 O U (n C�OSSW �K C SSWJK TYPICAL PLACEMENT U� OSSWAL1 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. R` CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 QG-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. 77:: 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 8. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG Jr., MPX BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%". 121 MAX_ 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 17:1 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 POLESFIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S ; UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -�' •� ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED K ** AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT ) , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT iK* , SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICC,, �� COpNCRETE SID ALK IS 4" CK. yyHEN THE ENTRANCE RADII CANNOT TYPE C ACCOMMODATE THE TU ING REOUIREMENTT F ANTICIPATED HEAVY TRUCK TRRU-FKCTRE FIR) OR CONCRETE _1131DEPO ERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 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 18" - 2 4" TRUNCATED DOME C-C O 0 O O O O O 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + N O 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 U O O O O O O 0 O O O 0 O O O O Z 0.2" 5DX - 65Y OF BASE DIAMETER O O O O O O O O 0 0 0 0 0 0 0 '1 O O O O O O O O O O O O O O O 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL S OF 4 SHEET 1 OF 4 SKCMTM CG-12 DETECTABLE WARNING SURFACE V.7/05 REV.7/05 GENERAL NOTES 105 203.06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 02 �I 1 CG-12 A E, I PERMISSIBLE CONST. 5' MIN. JOINT I 4-1 A EJ TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETALS TANGENT PLAN STD. CG-2 2'-0" 5'-0" BACK OF CUR � 1 48: 1A) ■20 :1�11121 48: 1 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 1 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET•REGARDLESS OF THE SLOPE. 21 03.05A I 203.07 DI-3A, 3B, 3C rvo euc,nu ,roar I (RADIUS TO BE AS A =STREET APPROACH SAME SURFACING GENERAL NOTES SHOWN ON PLANS} �W} C AS MAINLINE ROADWAY pl y (SEE NOTE .31 1_ WHEN USED N CON&INCTIGN WITH STANDARD CC-3 - - _ - - _ - _ I� �. �. (RADIUS Td BE A5 SHOWN ON PLAINS) OR CG-7. THE CURB FACE ON THIS STA$iARD IS TO BE ADJUSTED FO MATCH THE MOUNTABLE CURB CSC-2 OORTCG-8 CONFIGURATION.. ---- % 2. SEE STAt;IDARD CO-12 FOR CURB RAMP DESIGN 10 9E SIDEWALK USED WITH THIS STANDARD- SIOEWALK I­ (SEE INOTE w S) I- OPTIONAL UNPAVEO SPACE 3. MAINLINE PAVEMENT SHALL CONSTRUCTED TO THE - _ u'I FLOW LANE RIW LINE (EXCEPT ANY SUBGRADE STABILIZATION 5 9 ----- REQUIREDFORP NT WHICH CAN BE EXPANSION OMITTED THEMENTRANCE.)MAINLINE INATNNSION - JOINT LL 4, RADIAL CURB DR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND Tti1E R/W' LINE NOTE: WIDTH "B- 2'-C" OR AS Icy MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION A -I PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MARLIN; ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK 6 CURB RAMPS 10'PARABOUC CURVE (ESN TRANCE ONLY} WITHIN THE LJAITS OF THE R.ADfISHOULD BE EDGE OF) AVEMENT 01( OPTICI NAL FLOW LINE &I x MAX. SLOPE CI+AN4GE ® 0 - 0 INCREASED TO 7". (SEE CG-13) 6. NN ARE TO INDICATE WHEN COH'TIVE TAN OF A FLOW - - (:�E LINE I LME 15 REQUIRED TO PROVIDE PO5ITNVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - NOTE 7) THE ENTRANCE. 8x MAX, D 7. THE DESIABLE ANO MAXIMUM ENTRANCE GRADE CHANGES SLOPE CHANGE "D" ARE LISTEpIN THE ALLOWABLE ENTRANCE GRADE D TABLE- THESE VALUES ARE U07 APPLICABLE TO STREET CONNECTIONS. 5' 1AN. 20 MIN MUM FOR COMMERr1AL ENTRANCE INTERSECTION NOTES 8. WHEN CC-11 IS USED FOR STREET CONNI<CTIONS, THE CONSTRUCT GRADE CHANGES WITH PARABOLIC CURVE, CONNECTIOIN MUST BE DESIGNED IN ACCORDANCE WITH AASHIO POLICY *0 THE APPLICABLE REQUIREMENTS SECTION A - A VALUEAREEOC)IREiAELNp�N1; STOPPING SIGH DISTAANCE ND DESIGN ADOT 9. OPTIONAL FLOWL04E MAY REQUIRE WARP+NG OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 2" B ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 �. a, n L. i ENTRANCE VOLL%IE GRADE CHANGE ©, .1 ° ti ►' - - DESIRABLE MAXIMUM CONCRETE ` HIGH MDR£ THAN 1500 V?D 07 3 7 MEDIUM 50U-15O0 VPU SECTION C-C LOW LESS THAN! 500 VPD s6x ex u 3 In In 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. 12:1 M 5 1N )K)K 2, MIN l AT )K , 2" HIGHER THAN EDGE OF PAVEMENT AT * * , 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. IM ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"*EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS T - - - - - - - - - - - - - - - - - - - - EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1'/s INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLCPE AND EFFECTIVE SURFACE DRAINAGE_ 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07io) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF I REVISION DATE 303.02 CO-�2-NHS I EXAMPLE BLENDED TRANSITION (ROT FOR USE IN NEW CONSTRUCTKN FOR RETROFIT OR ALTERATIONS ONLYI 2' x N DETECTABLE WAi;41NNG PA1f]_ ,r 2' x S' 1)ETECTA1iLE 2', 4' CETECTA€3LE I wARNING PANEL WA.I�NG PANEL � I '' !v FA.CTOR^F EDGE TO DASHED LINE FACTORY EDGE Ex4ftE PATTERN e. • b DETECTABLE WAANImr. PANEL DETECTABLE W MR EXAMPLE RADIAL INSTALLATION FACTORY EDGE TO FACTORY EDGE 2' R N DETECTABLE NrA(tr(NG PANEL TYP. E14AAI'LE CUT PATTERN }* '> NOTES L LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED WITH A MN,ftMUM 2" OFFSET FROM THE BACK OF CURB SHALL HAVE A RADIUS TO MATCH RADIUS OF THE C.URBI DETECTABLE WAORNINO PANELS SHALL HAVE A FACTORY RADIUS OR IF APMVED BY THE ENCKER MAYBE FELD MODIFIED AS REGUMVENGED B1' THE MANUFACTURER TO MATCH THE BACK OF CURB_ 2. JOINTS BETWEEN D=TABLE WARNING PMELS SHALL BE FACTORY EDGES. CUT '.CC$ 4F PANELS ME NOT PE"TTEO TO A19uT ADJACENT Pmn$1 3. ALIGNMENT OF DOMES ON ADJACENT RMELS THAT WILL BE 610DIRED TD FIT A MIS SHALL BE MAINTAYED WHEN F1EL0 w001FYINI DETECTAALE WAR IW PANELS. 4. DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE PURPOSES- OTHER PANEL SIZES: MAY BE USED IN ORDER TO UAINTABN CONSISTENT A-10UNb'EN'T OF THE OOIES FOR EACH CURB. RAMP LOCATOC 5- BLE310ED TRANSITION CURB RAMPS ARE FOR ALTERATION SITUATUNS Wi-FOIE ST.AAID.ARV DIRECTIONAL CURD RAMPS ME NOT FEASOLE DUE TO 51TE 0N$TRAIN-lo OLEND} TRAA'1"MOM GAF$ RAND ME HGT PVwITTEV FOR NEW CONSTRUCTIONd. 6. PARTIAL DETECTABLE WARNNG DOMES THAT ARE THE RESULT OF CUTTING PANELS SHOULD BE GROU40 FLUSH WITH THE PANEL SURFACE. 7, GAPS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE 407 P'EAAFFTER, 6, SEE PLANS FOR CROSSWALK MAAAK4S, TLd"•IING AREAS. ROUTE WIDTHS, GRKE CHANCES,AHD RAMP COWICURATIONS. CG-12 DETECTABLE WARNING SURFACE SPECFICATON REFERENCEERENCE `krJ: 1� ]T A COPY OF THE:di1GP(AL SEALED AND SIGNED DRAINING 19 ON FtE N THE CENTRAL OFFICE, SPECIFCATON REFERENCE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION ,DS ROAD 40 BRIDGE 5TANGARDS G-12 DETECTABLE WARNING SURFACE ,, VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHEET 2 OF 2 REVISION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS 502 204.07 NEW 04/1$ VIRGINIA DEPARTMENT OF TRANSPORTATION 504 rrrrrrrrrrrrrrr___r_rrrr■ rrrrrrrrrrrrrrrrrrrrrrrr■ - C _.■_______________ _rrr•■rrr_r_rrrr_r_rrrr Mo. __CC: _, rr■ �-- wva�,,,,,.,,,,,,,,,,,. - BAR A NOTEVSv� GUTTER FACE OF CURB g�� 2,_8„ IL CRACK CONTROL JOINT F= PLAN 3 ° SECTION A -A MIN. 10' MAX. /- KEYED CONST. JOINT MAX. 20' 2'-10" " WARPED GUTTER �8„�� r� B 8 3' _0" x 2 APPROACH iv I , M BARS A GUTTER I N- - - - - - - - - - - - - - - - - - - - - - - - < 1LSG BARS F BARS E �B N do BARS E *3" DIAMETER BARS B WEEP HOLE FRONT ELEVATION BARS F 8" 1'-B" 8" - - - (GUTTER REMOVED) 3-0 5XI/q" BENT PLATE II \ SECTION B-B 1/4 R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2V2"X2)/2"XI/q" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B V2" 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 Vz' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR. PAVEMENT DI-3AL DI-36 L DI-3C L WARPED PAVEMENT - -- -0 s = = FLOW FLOW I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB NOTE! ALLOWABLE ENTRANCE GRADE TABLE IS NOT FOR USE IN SAGS WITHOUT GUTTER APPLICABLE TO STREET CONNECTIONS BOTH SIDES TO BE SYMMETRICAL SPEC;N:CATION 1i� lA ROAD AND BRIDGE STANDARDS N�T XVDOT SPECIFICATION n.EFERENGE METHOD OF TREATMENT STANDARD CURB DROP INLET REFERENCE ROAD ANaD BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) SHEET 1 of 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) ■ 8' 233 SL=2 REVISION DATE SHEET 1 DT 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRCANIA DEPARTMENT OF TRIWSPDRTATIGN 203_04 104.09 08/10 " 'DBAR F I, AIRS D r--A 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 r-A 2" R OF THE VOOT ROAD DESIGN MANUAL. .� .� 7„ D IN D D D - - 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 8" VDOT 21A Compacted Stone Under Curb EORENCE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 411 ..RADIUS 7Vr" a 15" A.a INN SURFI d .d d .Q MAX. a . a BASE a• :.A- SPECFICATIM REFERENCE 105 502 4 4 A C A4 G < G a 0 O�O�O�O�O�O�O�O0 4" - 3,000 PSI CONCRETE 4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED 1 TYPICAL SIDEWALK SECTION C13 Not To Scale 1.5" OF SM-9.5A SUPERPAVE -3" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 �6" - VDOT #21 A BASESTONE - COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED NEW PAVEMENT SECTION 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. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM 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. 4„ 2" R 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHO�N IN APPENDIX A OF THE VDOT ROAD ESIG MANUAL. a• .a• 6n ..a a•:a•.- •d "d '•A SURFACE SEE NOTE 4 a a'.A a • . a a . BASE a .'A a•.a..a- SUBBASE 6" 8" VDOT 21 A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION VAPIE: -:' L':E BOX T %,ETER BOX ;`_:EE FI': TH,�I. roN-77Q, ! - 2" COPI E VARIES;' FITTIt,(; WATER MAIN 4" DIP \4" L TH"E= E F 2 i .1d EI FITTI RESTRAINED JOII.IT FITTI'] 3S NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA_ • SERVICE LINE TO CONNECT AT MAIN WITH X"x4' TEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED 101NT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P_S.I. CONCRETE - LARGE METER SERVICE LIB E NTS FIG. W-SC TI:�- T 2 r!'m,PREi%=1 '•+ . A/-l' h1ALE PI-E C-Gu=Uhr OR A ❑RO': E' E]�AL r Q 1' SOFT C COPPER fLJYI F .. E-TT%'.HE T .LE F:v ILi E'I E,TI L E I S -L �� 4 E•TIaL I. TEE { TE . E-TE. F1TTI'.:5 DUAL SERVICE L 1' COMPRES45ON K '_f#` mALE. PIPE COUPUNG- CR aPPRO'VQ Ey{.'AL I" TYPE 'K" SOFT COPRO FOR USE ON I1ETA{.HM ;]V:LE F MIL`r RESIDENTIAL SERVICE TRIERE al IF?IGa.TI�111 METER IS MDT PROVIDED NOTE. SING LE LE SERVICE 11 SAUpLE; SHAH 9E u;EC� t�� F•.• I'E ­ ,IJ IRON IJD FlNIEHEd GRADE LSh'HA1KU _. VETEP \'REEF DO% WNLET I l OUTL.111 1' _ '1 la DENC 13UPUNG� y it P j "as0.5 _ CORPORAnCN STfJP 1 rx Y�:,. T• ESARY:. SAND OR OUST .. NE ---_ a' �InvETEP. 2. .g10EP Dr,X AND SETTER I? -INCH �` :.'Y,; �' :rT•ti'-:i-}f •4 �;°.�".,' LONC SiL'AE ?OCKET, ',_;;T VJNWLW D-1'.%ckES l - ��'?,`•! : "xY'` WEE- 79X NU r+. .a r�,;ErATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG_ W-6A TD-10 9 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / FINISHED GROUND A2 2' MIN I SALT TREATED 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL e4O'O' IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 PLACE 5' GALVA117ED " WITNESS " POST WITH FINISHED GRADE CAPPED ENDS PAINTED BLUE IN REMOTE AREA'S AS DIRECTED- MARKER LOCATION MAY' BES'UBjECT TO HIGHWAY DEPARTMENT APPROVAL. NOTE: HYDRANT MUST BE FINISHED GRADE AIR RELEASE VALVEEQUIPPED InVILLE WITH CHARLOTTES- THREADS WHICH IS THE LOCAL STANDARD.--- 1 BRONZE GATE LENGTH OF BRANCH VARIES BRASS OR BRONZE PIPE VALVE 6' MIN (270') 2' TO 10' I ADJUSTABLE TRAFFIC RATED �Ii. 18"-22" I SALVE BOX h+I LIC DRAIN TO GRADE -_ 7 CU. FT. ALVE BOX z LI IF POSSIBLE I I, #66 STONE I t k I -III II IIII III -III I' } 42"MIN 6" GATE BRICK SUPPORTS OR VALVE SOLID CEMENT BLOCKS ` .�+�; 8" x 6" TEE I CRUSHED STONE `• 2500 P.S.I. CONCRETE _ _ _ "K" SOFT BASE AND THRUST BLOCK AGAINST .� M J. GATE VALVE COPPER UNDISTURBED STABLE SOIL. STEEL PILE CORPORATION STOP 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. WATE LINE / I!J 6 P NOTES: NOTE - 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. L+ ETE 2'x 2' BEARING AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT n AREA. TH' T 'L.'1K SHALL BE USED. ( INCLUDING DITCHES) 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND " y LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. v 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN IT IS NOT ALLOWED IN THE DITCH. ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 4 THE MANHOLE CONE. 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. . TE I'•, ;EMOTE AREAS. VALUE BOXES SHALL EXTEND SIX (6) INCHES ALCOVE GRAI)E, AIR RELEASE VALVE (ARV) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL (]ATE VALVE NTS N.T.S. FIG. W-9 NTS FIG. W-4 FlG. w- TD-20 TD-8 TD-9 I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFILL BEDDING 8 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 UNSTABL SOIL INITIAL BACKFILL--,4JMI 8" 8" MIN MIN. #68 STONE ILAR FILL AS <:O: ROVED BY ACSA =>: `;:z[;'^;e -"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-2 385 380 375 370 365 360 355 • • t\ t' 380 375 370 365 360 355 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD WATER MAIN x= ® U }: '�' w w3 VALVE 1 24" MIN UNDISTURBED EARTH PLAN 9 f77 7 -CLASS A-3 CONCRETE MIN 18" ELEVATION UNDISTURBED EAR SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C 350 10+00 10+5Q 0 NOTE: EX. A9-A9Y BY OTHERS STORM SEWER PROFILE: A9-A9Z HORIZ: 1 "=30' VERT: 1'=1 TD-6 FOR ALL BENDS SECTION 1-1 0 / SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SZE 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 8" 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 1 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1 /2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 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 IS-1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I 1 1, SHAPE TO CONTOUR I I OF PIPE SLOPE TO DPPIPE TO INVERT �9 OF OUTLET SECTION A -A PIPE DIAMETERS W�FfNN � METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. e SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \� THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAM ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE DROP INLET TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. / THE INVERT SHAPING AS DETNLED HEREON IS TO CONSIST OF A e CEMENT CONCRETE MIX CONFORMING TO CLASS OR CLASS C1, B / w CLASS EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE 4" UP TO IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, C • �,: BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I I •I•�':'r ' OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETNLS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE AR DROP INLET IS TO BE SHAPED CONFIGURATION TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFlGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES tvooT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET , OF , 1 REVISION DATE MANHOLE & INLET INVERTS 302 W8.08 VIRGINIA DEPARTMENT OF TRMISPORTATION c0 ; of 00 I� 0 [ N L L r1 (_ v L W L Z 0 I d i N N W I- Q D W F J V) J_ Z W Qw 0 LLI J Q 0 U Date 11 /04/2019 Scale Sheet No. C11 OF 11 File No. 12.025