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HomeMy WebLinkAboutARB201900058 Plan - Submittal (First) 2019-12-31LEGEND EXIST NEW DESCRIPTION 165 TC X Z Tc TOP OF CURB ELEVATION 165 X 125 SPOT ELEVATION 165 TW X 125 TW TOP OF WALL ELEVATION 165BW x 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD RD ROOF DRAIN SEWER LINE a w 6"w WATER LINE GAS GAS GAS LINE OHE OHE OVERHEAD ELECTRIC WIRE ucE 11GE UNDERGROUND ELECTRIC OHT OHT OVERHEAD TELEPHONE LINE UGT UGT UNDERGROUND TELEPHONE LINE PROPERTY LINE - - ADJACENT PROPERTY LINE - - - - - VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK 6 • DRAIN INLET DI O ❑A O STORM/SANITARY MANHOLE C [ PLUG " WATER VALVE & BOX .� FIRE HYDRANT WATER METER � ..� P LIGHT OLE -♦ UTILITY POLE - - - SANITARY EASEMENT - - -- GRADING EASEMENT DRAINAGE EASEMENT - UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE -<--- - - - - STREAM 312 1 INTERVAL CONTOUR 300- 00 INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP © ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND to to PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE ZEN A_T\ CG-12 A 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' 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 th 't ff' ' I t th t t f th k SHEET INDEX C I - COVER 5HEET C2 - BOUNDARY LAYOUT EXHIBIT C3 - EXISTING CONDITIONS DEMO PLAN C4 - REVISED CONDITIONS DEMO PLAN C5 - 51TE PLAN CG - GRADING PLAN C7 - UTILITY PLAN C8 - LAND5CAPING PLAN C9 - LIGHTING PLAN C 10 - VDOT/PAVEMENT DETAILS CI I - UTILITY DETAI L5/PROFI 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 any building on the Property until the private road connection between U.S. Route 250 and Route 20 is 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 Widening. 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. RI RESIBENTIAt, 78-6 HIGHWAY COMMERICIAL i - CONCEPTUAL AUGHMENT FOR INTERPARCEL CONNECTION TO OLYMPIA DR HIGHWAY ___ \ `. - „ •" _ -. ROAD "a" _ HIGHWAY COMMERICIAL COMMERICIAL 78.58G � ? pp F ZONE As 78 s;, Ob a Z _ HK'� I AYc IERICAL ? J/J tiifl 0 Z O, V LL 78 SA _ Z Z .. qO;_ zo J 0 Z NEIGHBORHOO a Z f'/,' .' ,•" 78 SE 78-5C 78-5C MODEL DISTRI- 0 F HIGHWAY., OIV w � J 1 COMMERCIAL Z O lJ d yi_ oLL � = w ' tQMMERCIAL OFFICE - '\ HIGHWAY OMMERICIAL ~ m \u" C1 COMMERCIAL- w IN � CICOMMERCIAIGH az� ERCI w 2. proper service au on y o icia s a e s ar o e wor 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 4. adopted by the Albemarle County Service Authority. Datum for all elevations shown in National Geodetic Survey. M WP0201800088 t t d with t i I it l fi s final site an s consistent wanconcurrent Major Amendment Plan This P ( 1 for Panto sVSMP P 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. This final site planis consistent with and concurrent to SUB201900024 (Road Plan for Pantops Corner). The entrance 7. All water and sewer appurtenances are to be located outside of roadside ditches. and frontage improvements shown on this site plan are designed to match the improvements shown on SUB201900024, 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. which meet the requirements of the approved proffers included in ZMA201300002. 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). 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. 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. VIRGINIA DEPARTMENT OF TRANSPORATION 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. 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 TMP 78-58G1: HC - Highway Commercial, EC - Entrance Corridor Per Approved Application Plan, ZMA 2013-00002 (approved December 11, 2013). SOURCE OF TITLE Tax Map 78, Parcel 513: 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' 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 ste back shall 9 Y Y� step back USE Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on C3 and C4 PROPOSED USE New 84,950 SF Light Warehousing (Self -Storage) Building LAND USE SCHEDULE EXISTING Area % Buildings 0 SF 0.0 Pavement 8,186 SF 16.9% Sidewalk 3,073 SF 6.4% Open 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), portions of this property lie 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 84950 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. JU FN . SHf P is o. 45183 '�,,",1' 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 TMP 78-6 MALLOY VII— RICHMOND RD LLC DB 5090 PC 504 15' TEMPORARY GRADING ESMT APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA (D.B.986-364) ------ r----_- — — -- II \ \ 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 I I DB 4358 PG 684 III 2,88 AC 12' PUBLIC SWM I I ACCESS ESMT (DB 5246 PG 177, I 184-185 PLAT) I � � I I I I I I I Cl I I w IACCESS ESMT J N 0000 � / NOO'20'39"E 120.00' I I I I20' PRIVATE DRAINAG4 ESMT I I I I APPROX. LOCATION UTILITY ESMT FOR VEPCO & ACSA (D.B.1129-261 & HWY.P.B.X1-89 THRU 93) I I TMP 78-5A PANTOPS CORNER LC DB 5255 PG 138-146 DB 4358 PG 684 1.78 AC I %I I 20' PRIVATE DRAINAGE ESMT ACCESS ESMT (D.B. 5246-159 & 160 PLAT) (DB 5246 PG 162, — — — — 174-175 PLAT) _ t I I (DB 5246-159 & 160 PLAT) VARIABLE WIDTH ACSA UTIL. (DB 5246-159 & 160 PLAT) ET 20' PRIVATE DRAINAGE ESMT �� �C 2 (DB 5246�159 & 160 PLAT) ' � \ — I / � 10' MIN SETBACK _ ACCESS ESMT ' (DB 5246 PG 162, 30' MAX SET 174-175 PLAT) _ I / TMP 78-5E xx PANTOPS LC 1.11 ACRES (DB 5246 PG 16MT2, j 1/DB 5255 PG 138-146 174-175 PLAT)�DABI5BLE_1159H&A1CSA 60 PLAIT E DB 5147 PG 228-229 PLAT DB 2976 PG 576 DB 405 PG 475 PLAT — — — — i N 6'49'42„ 66.41' 30' TEMP ACCESS ESMT N00°27'56"E 244.44' CONSTRUCTION ESMT (DB 5246 PG 162, D.B.5147-221, 226.17 \ i i 174-175 PLAT) 228 & 229 PLAT) ' N137 25'28"E ' TMP 78-5C I�� 11''6' MONUMENT SIGN ESMT FLOW 1289 STONY POINT LLC (q B. 5246-159 & 160 PLAT) DB 5255 PG 138-146 N Lq N co ��A/ 18.2 49'12"E J , DB 4873 PG 577 33.43' / I i L—L L ti e, 3. 98 T�O* \ \ 8j Icl� gOT�-9 (96 ' 1-1p0 PARKING ESMT FOR TMP 78-5F (DB 5255 PG 138-146) 11 ---------------------- --� L � o VARIABLE WIDTH ACSA UTIL. ESMT ACCESS ESMT (DB 5246-159 & (DB 5246 PG 162, 160 PLAT) 174-175 PLAT) TMP 78-5B PANTOPS CORNER LC DB 5255 PG 138-146 DB 4358 PG 684 0.71 AC TMP 78-5F PANTOPS LC DB 2934 PG 476 NARRATIVE THE PROPOSED 1.11 AC TMP 78—E5 WILL BE ACHIEVED VIA BLA WITH PARCELS 5B, 5F AND 58G1. THE OWNERS OF EACH PARCEL, (PANTOPS LC AND PANTOPS CORNER LC) HAVE AGREED TO THE PROPOSED BLA AND HAVE INITIALIZED A SEPARATE FORMAL BLA PLAT. THE BLA PLAT IS CURRENTLY UNDER REVIEW AND THE RECORDING INSTRUMENT NUMBERS FOR THE EASEMENTS SHOWN HEREIN WILL BE PROVIDED IN THE NEXT SUBMITTAL. O O O 0 II 0')oL i Q I = _m 3i N Oml� OLn N Nm W � Lo N Ld Q m (.0 m N O I N I QcDmX O�oao om � zo 3: O U 1 N U JrU I . SH IP is o. 45183 �YIQNAL �3 1.3 -338.09 15' CONC. PIPE DI-3C TOP-341.20 INV IN (SN)=337.58 INV IN (NE)-337.80 TM 7 8 - 5 K INV "!T17�OR, JAMES OR PEGGY DB 3713 PG 419 1 1 1 1 1 1 1 I 1 I I I I 1 1 1 I I 1 1 1 1 1 I 1 1 / / DxM STD DEMO SIN, k$F� GUTTER It Ao 6yT - 'po q oe.7 oeo 16 TF /26,311,_ x 8 6/4�0b REMOVE ? 6 %STRIPING 9 �S F F IN BOLD M\-As2o o� 20 M� B9T�0* C� ,9,9OT`9 M FIBER-OPTIC CABLE MARKER 3 3 North 3 � 3 40 0 40 80 120 3 Scale: 1 "=40' I Iz ROUTE SIGN TO BE MOVED -14' DI-3B TBR TOP=393.6 INV. APPROX 389.5 DEMO SINCURB GUTTER, & INLET IN BOLD. AIRPORT SIGN TO BE MOVED 390- 0 0 0 0 „C W o� MN_a U m z O I 00 o- U N Nm � _ _00�� Lw:L}0 ao= > 0) N N aocom! � .x 0�QO]_ - om } �W APPRsOOi- - -377.3 380 --- M z41 \ // M \,N\ \ II \ / I M� M— I 1\ \ I DB 5090 PG 504 100 /YR FLOODPLAIN BFE=342.0' DA BREAK / INUNDATIO ZONE - 1 ---- 4 � f c:E:Ec6s9 ;l o C p \ y ............... ::: I • 77 �� •�• af:e9::::..a •, • � �:eiE3c66'r -E DAM FROM ' ATA 340.5�8, OR MH I' 30 IM 53.47 I 4=348, i� �. --------6--� ti0A V.obT=3 15' TEMPORARY GRADING ESMT APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA (D.B.986-364) - — --- ---------------------------- oA ° ° \ I I i \ I I I I I o I I I I I TMP 78-58G1 I ; PANTOPS CORNER EC ; \ I - DBDB255 4358GPGJ68446 --, I — ----� \ \ \ 0 0 _ _ I 2.88 AC I I I 1;_; I I I i i I I �WW I I a I I I I TMP 785A PANTOPS CORNER EC DB 5255 PG 138-146 DB 4358 PG 684 1.78 AC I I I II _zl PPROX;' LOCATION UTILITY ESMT FOR VEPCO & ACSA (D.-13.-1129-261 & HWY.P.B.X1-89 THRU 93) MANAGED SLOPES KIX II NINE—w —w —w —w —w —w —w —w --w —w —w —w —w —w —w —w -j —w —w —w iffini 1 DEMO TREES, �} �. ♦.fir,/ / ', 1 CURB, AND TMP 78-5E PANTOPS MANAGED SLOPES DB 5255 PG138-146 jla: ,,=s' i 0 0 • is • • • ' � I I , 3 0141, 86�j2s qqp \ \ 41 -ff TOP�-5INV IN=352.1 5.44 \ 88 \ 9300 INV OUT= 52.15 \ \ MH \ =357.44 INV IN- .44 \ \ INV IN=347.58 \ INV IN=354.58\ 47.80 a \ \ m Rgi ♦ ♦���♦ ♦��i�i�i�i�i�i�i�i�i�i�i�i�i D ; . 0 \ 15"" C9NC. PIPE INV=355.04_ HEADWALL TMP 78-5 E OW 1289 STONY DB 5255 PG 1-' 4873 PG 11 <Pv TMP 785B PANTOPS CORNER EC DB 5255 PG 138146 DB 4358 PG 684 0.71 AC I I ------- � TMP 7 8— 5 F PANTOPS LC DB 2934 PG 476 I I It i I ll I L------------------------------------- I L I I I I I f'. I, I I ■ f I I � It: f c! —w —N —�N —w —W L— I I I I F� I I I I I I I I I I I I I I I I I I I --------------� 12' DI-3B TOP=381.7 INV UNKNOWN Gxr,, JU IN SHMAP 45183 �YIQNAt• 0 0 0 0 L o� C- Q I z o oO�o- LC) Ci > N ~ No 0(0 L,L Lr) > � Ld mmr Q � 0 >O)c IC, o Q (Da oly— �C om zo U_ of 10' COMBO DI-3B TOP=381.5 INV APPROX 377.3 I/ M i � Oo WP-2 /A4 MILL AND OVERLAY -T , Fire Marshal's Note: Knox Box Required on all Buildings, please contact the Albemarle County Fire Marshal office for Location. Mechanical Note: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Mechanical Equipment shall mainly be situated on the Building Roof. Easement Note: Only Existing Easements and Proposed Access Easements Shown. See Sheet C7 for Proposed Utility Easements. PANTOPS CORNER WAY VARIABLE WIDTH PRIVATEROAD ♦d ' • • ♦ , . ♦ .d • +d .. -� l.. .J•IDd �WA,LKda °r �d4a ° a °.o °v o •. •d' • • ♦ , d ♦ d • • ,• • ♦ d d •♦ • • • •♦ 0 • . M • d • —11 TRANSFORMER • r TRANC° d OO �' 18.4' • SCREENING WALL OOO G 2 PER ARCH PLANS 10' MIN SETBACK • O R 91' UFE=389.0 9•0' i ' DO \ a • �CC-12 /3 6„ 3 STORIES ABOVE GRADE I / I �\ j � �,R15j RISERS , ALONG THIS FACADE �� ��, •,/ 57 30' MAX SETBACK d • \\ /// A /' MECHANICAL HTAC R5.0' UNIT LOCATION. 10.0' C SHALL BE SCREENED WITH '' •/ O• �PG� II WALL THAT MATCHES BUILDING • MATERIAL. I I d�� '�`• S�� FIRE • b V' ♦ V / / d •• O O \�`�� LANEI ' \ d • / C� BUILDING C \\ / d ♦• ��'A 4OVERHANG ; NEW 84� 950 SF I � � i G_2 R3.0' G,� PAVEMENTr26.0'Ljj LL- (162990 SF FLOOR R 11 LANSCAPE STRIP �\A. 1 P+��- (3 FLOOR ABOVE GRADE-- — — — — — — — — — — r •' o OVER TWO BASEMENT LEVELS) • o 5' ALL ----------------------------------------------- / 18. 0 R5.0 P — 71.0 i -j PARKING ESMT i NOTE: ALL RETAINING WALLS 7 0' < ° FOR TMP 78-5F I SHALL BE EAGLE BAY DIAMOND / CG-2 R3.0 8.0 8.0 . 9.0 9.0 o !� - (DB 5255 PG i PRO SEGMENTAL BLOCK WALLS /� (� OFFICE AREA I 138-146) r-----------i OR EQUIVALENT. PROPOSED \/ / d 18.0' I COLOR IS JAMES RIVER STONE". �p / • i 3' LANSCAPE STRIP TWO 6' HEIGHT CO-2 5.5' LANSCAPE LFE=369.0 STRIP 1 148' 16' x 1O' 10' HEIGHT ATTACHED SEGMENTAL GREENSCREEN BLOCK WALL L 2.3' L 16' x 10' J LANSCAPE ATTACHED STRIP GREENSCREEN 16x 10' 9,0 I i I MAX. 6 HEIGHT _ SEGMENTAL , BLOCK WALL I I I I I! L-------------- r, is I' I I I I I L I I it U I . SHIP IC o. 45183 Ii I I I I I I I I \ I I /4Ai i •. ° / I I I e d , \ 46 I I JA rL I I I / I �— _j II I I I I I I E— c1q � ° ' .\ _ L , • \ A. 5' I \ L� 0 w D� • ,; Z MANAGED SL( w ° W W ^ Z_ W 5 W W w oV) o =_ w �z Z w� 7 N o N IN W w VQ w F_� J J_ i Z W �o W JIN 0 d I i I I ° — — PANT0 SCORNER WA I d VARIABLE WIDTH �\ r-7; PRIVAT-SRO A. O / ,d ° • ��� Q � — — — A 394 — --&7 s° 88 m - - — — 392 - x � x so �' 0 9 00 doI 91' UFE=389.0 '. 07 3 STORIES ABOVE GRADE � I JU IN SHPaP is a.45183 17,in In �IQNAL V' �� ' � � ��ALON(�x THIS FACADE ` Q 7887TC L \ , ° —moo I \ - \ oo 77 m v Ix A A A 7581 _ , ',IAGED SLOES \ \ d i� • , 3� / ! BUILDING C \ i - ►� 84 950 SF �o I / so �= 23 w - 90 S FL00 --- --- -ago oN (16 9 F R) \ (3 FLOOR ABOVE GRADE _ 4i 1 _ °� t10OVER TWO BASEMENT LEVELS) - 380' - - - - i CUB 4" PVC -- - - O /' 6800 X3 I 'i, -- -- - / a7 rc \\ I \ - �� I I RB I ------- 76 99 99 - 76 I _ 25 I ix_ 7 8 -- �, I — _ � I ' I NOTE: ALL RETAINING WALLS r-----------1 \ OFFICE ARE�� — _ 0 SHALL BE EAGLE BAY DIAMOND — — % o I \\ , 3g6v j PRO SEGMENTAL BLOCK WALLS 74 I I 2.0% / I �� r . 1 77 41 � 6.�' 87 �370 oo � / / \ � � I OR EQUIVALENT. PROPOSED Goo I I 788 g _ _ LFE=369.0 148 �— 7g I I COLOR IS "DAMES RIVER STONE". 0 • / _ 76—J L—J O \oorw X � � I MAX. 6' HEIGHT ILL ----------� V 00 X _ X77 oorw X 80 5 "'" TAL x77 77 6 01I BLOCKSEGMEWALLI Z M I 6L \A A A A A/ / -- ------ -- - -- - - ,• , i / / I - ----TWO 6' HEIGHT 10' HEIGHT \ \ SEGMENTAL \ SEGMENTAL li I -5-6 Y / � � --- ---- BLOCK -WALLS BLOCK WALLLu � \ I i I ROc 0 O \� � W �1 ° W �/7 7k,I 1 ----------— — — — — — JW A/ J .,1 I i LL Q 360 19 \ _ Date No�en 11 /04/2019 Scale 1 "=20' ( 20 0 20 40 60 Sheet No. (INEEMENEENEC6 OF 12 f Scale: 1 "=20' File No. 12.025 I I I d 20RI ATE DRAINAGE ESMT I I (DB 52 6-159 & 160 PLAT) i9 I I I I • d � O O I d c 12 PUBLIC SWM l i ACCESS ESMT I (DB 5246 PG 177, =i 184-185 PLAT) I <. TI d ' • 'd I I . a° I I I I $ ar I I I a I I I I . I I d I I I I I I d I I 7 I I I I II I y d.0 20' PRIVATE DRAINAGI� ESMT (DB 5246-159 & 160 PLAT. i \\< \ O M M M M I ' 20' PRIVATE DRAINAGE ESMT Q (D.B. 5246-159 & 160 PLAT) — — a — — d A PANT S CORNER WAY a LE U JU INSH IE WIDTH i« � P VATEROAD � , �����, �►,�, w w w A, � -F—uAI�WEM7w w w w w w w w w w w w w w w BILE WIDT�QS 1�L.' — Ng & 1 — f);T AL .dry. d • ,. _ o 15' RM \ INV. IN DPE STO BY OTHERS 376.20 VARIABLE WIDTH 8" PCV STORM RF) RF, Rn � Rn �~-6 —� ACSA UTIL ESMT M INV. 8"WM `5- M M M M 378.00 4" SPRINKLER LINE O' A9Z 1" WATER SERVICE • d / T tiDA O INV. 6 .50 . d q O � INV. 37-7.OQ / ABLE (TTyI/ /AC UTIL. ESMT \ I (DB 5246— 59 & 160' AT) — — — — — — \ ROOF RUNOFF I �AN i LAT STUB �,pO APPI11 OX INV.=358.90 4" PVC SAN. LAT @ BLDG INV.=365.50 BSMT ELEV=369.00 \ A�G 372.00 7 d I 1 — \ s 1 � o ACy� \ \ 8' DI-36 \ 9 VQ 44 INVOIN=35215 0 \ V OUT=352.1 f f f f f --------------- lROOF RUNOFF l ROOF lRUNOFF l 1 1 1 1 1 INV. 386.00 INV. 375.00 (DB 5246-159 & 160 PLAT) ------------------------------------------ IL I I I I I I I I I I � I � I I I � I I I I I I I I L-------------------------------------- �l� 20 0 20 40 60 rni 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. VA Tr 704 Tr N W A rA Tf Till CL I — I 3X ROOTBALL DIAMETER DIM.f 3 TREE PLANTING DETAIL C 8 Not To Scale CL FINISHED GRADE EXISTING GRADE ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. / ,.— ORIGINAL GRADE EXISTING SOIL i i 3X WIDEST DIMENSION OF ROOT BALL =— TREE ON SLOPE @ 25% (4:1) to 50% (2:1 Not To Scale z a z a PLAN 3" THICK greenscreen® PANEL, TYP. POSTTO POSTCENTERS = PANEL LENGTH + 4", TYP. � 3" ROUND OR SQUARE STEEL POST W/POST CAP, TYP. IL HORIZONTAL PANEL MAXIMUM 96" IN 2' INCREMENTS POST TO POST CLEAR = PANEL LENGTH + 1", TYP. #5104 CHANNEL TRIM OR #5105 STEEL EDGE TRIM, RECOMMENDED AT TOP EDGE OF PANEL, TYP. #5133X. SNAP CLIPS W/ STAINLESS STEEL SCREW, TYP. PANEL TRIM OPTIONAL WITH #5133X OPTIONAL: 5141 "C" CLIP W/ #5105 EDGE TRIM REQUIRED* VERTICAL EDGES USE #5142 +#5136.25 SPACER FLEX "C" RINGS ® PANEL TO PANEL SEAM 0 12" O.C. OPTIONAL 3" THICK greenscreen® PANEL, TYP. #5105 STEEL EDGE TRIM RECOMMENDED BOTTOM EDGE OF PANEL FINISH GRADE I I POST IMBED LENGTH & I I I FOOTING SIZE SHOULD BE VERIFIED BASED ON OVER- T I ALL HEIGHT, WINDLOADS & SOIL CONDITIONS. NOTE: SPECIFIC —.— ENGINEERING MAY BE REQUIRED BASED ON SITE SPECIFIC SOIL CONDITIONS, LOCAL WIND LOADS, AND VERTICAL HEIGHT OF FENCE/SCREEN. ATTACHED NOTE: VERIFYPANELSPAN 4 FREESTANDING HORIZONTAL — FENCE / SCREEN AND CLIP SPACING FOR ALL C8 ROOFTOP INSTALLATIONS AND ALL INSTALLATIONS N 20' ABOVE GRADE. s a NOTE: BRACKET AND BOLT STEEL POSTS TO RETAINING WALL. CONSULT RETAINING WALL DESIGNER FOR ATTACHMENT PLAN. greenscreen 1743 S. La Cienega Blvd. Los Angeles CA 90035 T - 800.450.3494 www.greenscreen.com I I I I I I I I I I I I I I I I I I I I ELEVATION I I I I I I I I L I I I I I I I I I 0 pox 772? 1 �9 6js�F 20 A� yAo '6 �7� \ cl 9> 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 III III III III III —III —III III III III- 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 11' LANSCAPE STRIP PARKING ESMT FOR TMP 78-5F (DB 5255 PG 138-146) MAX. 6' HEIGHT SEGMENTAL BLOCK WALL PROPOSED 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 0 Large Deciduous Tree Quercus phellos Willow Oak 3.5" 4 20 370 1480 Small Deciduous Tree Carpinus betulus "Fastigiate" Pyramidal European 6'— 8 10 17 69 690 Hornbeam Amelanchier x Serviceberry `1„sJ Small Ornamental grandilora & cvs (Autumn Brilliance) 1>, 2 16 130 260 O Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 40 5 14 560 Shrub ,y Broadleaved Evergreen Ilex cornufa "Bufordii" Bufford Holly 2' Ht. 19 10 57 1083 Shrub Broadleaved Evergreen Myrica penslyvanica Northern Bayberry 2' Ht. 16 3 18 288 Shrub Greenscreen Facade Trachelospermum 'Madison' Madison Star 1 Gal. 30 12 N/A 0 Planting jasminoides Jasmine TOTAL 6296 SF: LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 52,272 SF (1.2 AC) x 10% = 5,227 SF CANOPY REQUIRED: 5,227 SF CANOPY PROVIDED: 6,046 SF 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 (2.5" CAL.) 10 PARKING SPACES (10 / 10 = 1 LARGE SHADE TREE) REQUIRED 1 LARGE SHADE TREES PROVIDED: 4 LARGE SHADE TREES 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. UJU I .SH IP is o. 45183 YIQNAL 10A0P PHILIPS � 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 . ' Notes: considerably less energy. C UL US LISTED Ordering guide Number Drive LED Color Dimming Luminaire of LEDs Current Generation Distributions Voltage Control4 Electrical Options Finish 161 461_2 600 NW-G2 2 120 DD Fusing WS Textured LED wall sconce 46 LEDs 600mA Neutral White IESType 2 120V 0-10VDimming Driver' Surface mount F1 0 module) 900 4000K, 70 CRI conduit feed BK Black 900mA Genration2 ESType 3 208V Dual Circuit Control' Single (120, 277, junction box WH White CW-G24 Cool 240 DynaDimmer: 347VAC)5 BZ Bronze 5700K, 70 CRI K,70 ESType4 24p Automatic Profile F2 DGY DarkGra Y Genration 2 277 277V Dimming Double (208.240. MGY Medium Gray 92L 600 CS50 92LEDs 600mA WW-G2 480VAC)5 (2 modules) Warm White 347 Safety 50% Dimming, F3 Customer specified Soo 3000K, 70 CRI 347V 7 hours"' 800niA Genration 2 Canadian RAL Specify optional 460 CM50 Double Pull color or RAL 480V Median 50% Dimming, (208,240, (ex:OC-LGPor UNV 8hours123 480VAC)s OC-RAL7024) 120-277V AC CE50 CC Custom color HVU Economy 50% Dimming, (Must supply color 347-480V AC 9 hours!" chip for required DASD factory quote) All Night 50%Dimming13 Photoelectric Systems PCB Photocontrol Button 2a s Infrared Motion Response Systems IMRI3 ntegral with #3 tens123 1. Not available with Dimming Driver (DD) option. 4. Not available with 480V. 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) FSIR400 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-' ,.. ref rr If r/ •sr r.. •rrrf" CM... GARDCO Project: Site • Area Location: Cat. No: Type: EcoForm Qty: c �L uS Notes: ECF-S 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-5-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LEDCoIor- Options Prefix of LEDs Current Generation Mounting Distribution Voltage Dimming controls Motion sensing Photo -sensing Electrical Luminaire Finish ECF-5 ❑❑ 0❑ 0 0 0 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 SK Black 2 Type2 F1 Single Site and Area, (2 modules) 700 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control' Miens' Button" (120,277,347VAC)2 included in WH White Small 700mA Generation 2 left 90' 277 277V FAWS Field Adjustable" IMR17 TLRD5 F2 Double standard BZ Bronze 1A NW-G2 The(ollowing 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 480 480V forSiteWise12j3 #71ens° Receptacle p Te MGY MediumGra y 1.2A 4000K,70CRI kits must UNV 120-277V LLC2 Integral module II IMRO TLRD7 Pole Mount Fusing Terminal Customerspec ified FPl Single 1200mA Generation2 be ordered Type3 (50/60Hz) with #2lens Pole mounted Twist lock Bloc7 k separately HVU 347-480V LLC3 Integral module motion sensor s Receptacle (120,277,347VAC)2 RPA RAL Specify 3Type 3 48L 900 CW-62 (See 3-90 Rotated (50/60Hz) with#31ens16 (seeaccessories) TLRPC FP2 Double Round Pole optional 48LEDs 900mA Cool White accessories) left 90° LLC4 Integral Twist Lock (208,240,480VAC)2 Adapter cglororRAL (3 modules) 1A SOOOK, 70 CRI SF 3-270 Rotated ,s with #41ens � Receptaclew/ FP3 Canadian Double (fits to3"-3.9" (ex: RAL7024) 1050mA 1.2A Generation 2 Slip Fitter right 270° DynaDimmer. Automatic Photocell2 Pull (208.240, 480VAC) O.D. pole)10 CC Custom color (Must supply 1200mA Mount" Type Profile Dimming 2 HIS color chip (fitsto23h- Surge Protection Internal for required 4Type4 CS50 Safety50% 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 right 270° CE50 Economy 50% conduit Dimming, 9 hours' rear entry Type 5 DA50 All Night 50% permitted 5 Type Dimming' RAM SW Type 5W CS30 Safety 30% Retrofit arm 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 11. Limited to a maximum of 45 degrees aiming above horizontal 2. Specify Voltage 7. TB 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 WS. RPAs provided with black finish standard ECF-S_Gen2 09/17 page 1 of 9 FIXTURE B I I L I I I I I I I I I Q I I I I I I I I I \ \� \ t l \�J / oo�000 • • 20 40 •• ■ ■ ■ ■ ■ • - • +0. + + 0. 0. 0.0 0 T0.0 0.0 0.0 0.0 0.0 0.0 O + + + + + 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 o. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ApnaT0* C61MIVE4 - WAr0 0 + + + + + + + + + + + + + + + + + + + + + 0. 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 O 0.1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 + + + + + + + + + + + + + + + + + + + / 0. 0.0 0.1 0. 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 +0D.0 0.0 +0.0 +0.0 + .3 +1. +1.3 +0.3Q a +0.0 .0 + 0 + / 0.0 +0.0 0 0.0 0.1 + + + + +0.5 +2. + + + +0.0 +0.0 + +ao + : = 0 0 o +0.0 + 0.0 +0 �a +0 +��+� +W + + 8 .5 FOOTCANDLE CONTOUR +0. o� M M M / o. 0.0 0.0 0.0 0.8 0.0 0.0 0.2 0.8 5.8 1 + + + 0.0 0 (Oy + 0.0 + 0.0 + .0 + + 0.0 0.0 + 0.0 + 0.1 + 0. + .8 + 7.5 + 11.2 12' MOUNTING A-3��HEIGHT O + + 0.0 + + 0.0 + 0.0 + 0.0 .0 + 0.0 + + 0.0 0.0 + 0.0 + 0.1 + 0. + 1.0 + 8.3 T1 .2 0.0 0. 0.0 \4 0.0 +0.0 0.0 0.0 0.0 0.1 0 2 1.1 8.4 1 .8 � / + 0/ + 0.1 + + + 0. 0 + + 0.1 + 0.1 + 0.1 +0.1 0.1 0.1 + 0 2 + 1.3 I+ 1 7.7 + 1 .2 / I + + 0. / 0.2 + + 0 2 + 0.1 + 0.1 + 0.1 + + 0.1 0.1 + 0.1 0.1 + 0 2 + 1.4 ;+ 1 7.5 + 9 / I / + / 0.1 + �.2 + 0.8 + 1.2 + .6 .4 + 1.0 + 0.6 + + + 2 0.1 + 0.1 + 0.1 + .2 + 1.2 I+ I 8.1 + 1 .6 + / 1 + 0.2 .5 1.0 + 1.5 a� + o + � 2.6 + 3.1 + 2.7 + 2.2 + 1.7 + + 1.4 1.0 + 0.8 0.5 0.5 + 1.1 + 8.3 1 .6 12' MOUNTING a A_2 HEIGHT / 0 0.0 .2 0.6 1.2 0 2 5.4 5.9 5.5 4.4 3.5 2.7 2.0 1.5 1.1 1.3 8. 1 .2 / o / + / 0.0 .0 + 0 + 0.0 + 0.1 + + + + 8.9 + 6.6 + 4.7 + 1.8 + 1.4 + 1.5 + 6. + .7 / / + + + + + + + B-1. + + + �+ ' + + / 0.0 0.0 0.0 0.0 0.0 0.0 0.- � ��`Q .1+ 2.1 3.7 3.6 �7' 7'' .0 � 1.5 1.1 1.3 4. 6 / / +0.0 .0 0.0 0.0 0.0 + 0.0 0.0 + `.,��'�� . + 0.3 + 0.3 0.3 + + 0.2 3 �" � 0.5 + 0. + 0.8 + 3.1 + 5 C �� �+ + + + ,� + 0.0 0.0 0 0.0 0. + + + 0.0 0.0 0. 0.2 0.2 .1 / +0.0 + +.0 +.0 20' MOUNTING + +o.o 0.0 +o.o HEIGHT 0.0 + + .0 +0. +0.0 + .0 +0.0 + .0 BUILDING C 84,950 SF (16,990 SF/ FLOOR) (3 FLOOR ABOVE GRADE OVER TWO BASEMENT LEVELS) 0.0 0.0 0.0 + O .0 + I I I I I I I I I TMP 78-5C CI A/ I r7Qn (�'TnNIV D INIT I I T j 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 p Shielding 1200mA STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 0.9 fc 23.9 fc 0.0 fc N / A N / A NOTE: 1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base, unless noted. 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 to be at 12' height, 4. Pole mount fixtures to have a black finish. The wall sconce fixtures (A) shall match the color of canopy ceiling. + 'Z J-U I . SH IP � is o.45183 f AL r rr1+ 1Qr �YI �a■ #5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C � CONSTRUCTION 5' MIN. JOINT 11SE1 ao 1y ? 12:1 MAX M B B TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1MA 20 :1 48 1 2' MIN.II SECTION A -A ERMISSIBLE JOINT CONSTRUCTION o SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION 1 Mo. 5' MIN 1t� £ A 4' SQUARE LANDING AREA 7K OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROSSW PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. SKCIFICATIM REFERENCE CG-12 DETECTABLE WARNING SURFACE az TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 A PERMISSIBLE CONSTRUCTION #5 DOWELS, 8" LONG JOINT 0 12" C-C MIN. a� J( 80:1 N 10:1 B � MAX j B r2' TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN 81-01, 4,_0„ BACK OF CURB 12`1 MAX. 48:1 MAX. 20: 1 SECTION A -A �2' MIN -PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL J BE PROVIDED WITHIN THE MARKED ?� CROSSWALK AREA 0 e- JYJ �0 Q f1 U (n V) O CROSSW �K n ALTERATIONS TYPICAL PLACEMENT OSSWAL TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION CG-12 L _ezY1 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG 12.1 M BOTH SIDES OF THFRAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1T/Z'. 17 a- 12`1 MAX- 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE - .1 AX HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S ,L >.� UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5¢ ** MID USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' IAN 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 .E O , SA1E AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICC,M� &ppANYCRETE SID ALK IS 4" CCK. tHEN THCE ENNTRANCE RADII CANNOT TYPE C TRAFF�,REFERTTO ST DARD CG-13, COMME:RCFIALL ENTRANCE H(HEAVYTRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 16" - 2 4„ TRUNCATED DOME C-C O O O O I) O O O O O O O O D 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O + N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V LV io O O O O O 0 O O O O O O O O O Z 0.2" 501 - 65% DIF BASE DIAMETER 000000000000000DIAZTER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" -.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL S OF 4 SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE V, 7/05 REV. 7/05 GENERAL NOTES 203.06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 02 �I 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 SE REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1171nz 71 (RADIUS p` I xx 5'REET APPROAC'q SAME SURFACING AS MANLINE RON)WA'v (SEE NOTE 3) GENERAL NOTES SHOWN ON PLANS) ✓ y 1_ WREN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS T❑ BE A5 SHOWN ON PLANS) OR CC-7. THE CURT FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB I CC-2 ORTCG-6 L---- CONFIGLRtATION.. (S } 2. SEE Sf"ARp CC-12 FOR CURB RAMP DESICN TO BE e -SIDEWALK 6 ,/' SIDEWALK USED WITH THIS 'STANDARD- (SEE w NOTE 5) OPTIONAL UNPAVED SPACE CCodSSTAUTLIEZA7roNTHE 3. MAINLINE'LIEP - - - I v~ FLOW L7u EXCEPT ANY SU z ---��� REQUIRED FOR MARLINE PAV'E1,HENT WHICH CAN BE EXP 1ON EXPANSION OMITTED IN THE ENTRANCE,) JO N' JOINT I,, 4. RADIAL CURB DR COMBINATION CURB AND GUTTER SHALL NOT BE CON5TRUCTO0 BEYOND TIC R/W LINE NOTE: WIDTH "B" 2'-C" 0R AS r� MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN 44N TYPICAL SECTION A PLAN VIEW ENTRANCE NOTES 5. WHEN 711E ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANT10PATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR 5I1)EWALK & CURB RAWS 10' PARABOLIC CURVE (ENTRANCE ONLY1 THE L4ATT5 OF THE RAD115HOULD BE WITHINEASED INCR TO 7. (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE d3X MAX. D SLDPE CHANGE - - p 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW - - (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MANLINE ROADWAY - - - -` - i- - - - t - � NOTE 7) THE ENTRANCL. MAX. - D 7. THE 13ESMABLE AND MAXIMUM ENTRANCE GRADE CHANGES SLOPE CHANGE SLOPE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE THESE VALUES ARE H07 APPLICABLE TO STREET CONNECTIONS. 5- MIN. 20 MINRMUM FOR CDMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CV-11 15 USED FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANCES WITH A PARABOLIC CARVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE RECU0tFVCNTS SECTION A - A T ROAD K� SI DISTANCE A( NTS, STOPPPNC N7 AND VALUE REWN 9, OPTI04AL FLOWLINE MAY REOUIRE WARPING OF A PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE PNTERSECTION. 2" B ALLOWABLE ENTRANCE GRADE CHANGES i GRADE CHANGE CLASS A3 a, > "' s ENTRANCE VOLUME "0" } ' ' i - �E DESIRABLE MAXIMUM CONCRETE HIGH I MOWN= THAN 1500 VpD 0 % 3 % MEDIUM 500-1500 VPp SECTION C-C LOW LESS THAN 500 V?D fr63 6x NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS TICATION T ERENCE METHOD OF TREATMENT' ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 Of I VIRGINIA DEPARTMENT OF TRANSPORTATION 203,04 A E1 I PERMISSIBLE CONST. -- 5' MIN. JOINT A44TRLNCATED MES SEE SHEET OFF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 1 5'-0" BACK OF C 12 ' 1 4� 20 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 1 4 8 s 1 5 10 6 7 1 14 7 1 13 1 15 8 1 15 1 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. 203.071 DI-3A, 3B, 3C rvo eucinu irour 4 V) In w- 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. 121 M 5 IN )K 21 MIN l AT X , 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. DN CG-12 DETECTABLE WARNING SURFACE SREFEREN E REFERENCE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION FOR DETAILS OF INLET FRAME & COVER C F II 11 I _ `BAR F '- BAR A II -BII ARS D FACE OF CURB GUTTER CR K CONTROL JOINT CRACK PLAN F-A EXPANSION KEYED JOINT BACK OF SIDEWALK Y a V) BAR�a Z BA SECTION A -A 10' MAX. KEYED CONST. JOINT 2'-10" may,WARPED II GUTTER 2'-0"I8„1 26" J r�-B 8" 31-0 x 2�� APPROACH iv I I BARS A GUTTER B S G I -I --- 9 BARS F BARS E L� B N *3" DIAMETER BARS E WEEP HOLE BARS B I FRONT ELEVATION BARS F a" r-a" s" - - - -0- 14..(GUTTER REMOVED)SX/q" BENT PLATE SECTION B-B R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2%2"X2V2"XI/q" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B %2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT DI-3A L DI-313 L DI-3C L WARPED PAVEMENT I - -- -- = = FLOW FLOW FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDOT STANDARD CURB DROP INLET SREFERENCEN ROAD AND BRIDGE STANDARDS SHEET , OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z33 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 -EDGE OF EXISING PAVEMENT .>s I (AS DETERMINED IN FIELD) , TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 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 �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) IK 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 VDOT 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. 5USSURFACE DRAINAGE OF THE EXISTING AND PROP05ED 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/z 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 -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 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 315.07(a) OF THE SPECIFICATIONS. NOTES: I. 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 PAID 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 2" R AND DESIGN SPEED AS SHOWN IN APPENDIX A �J OF THE VDOT ROAD DESIGN MANUAL. i D 6„ 1 1 15 s > > 114. .� 7„ • e e n n o - -- -- - 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 21 A Compacted Stone Under Curb EORENCE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION t201_*0�3 4" �t" RADIUS 7V:2 a 15" �.A - MIN SURF) "A .A MAX. a . a BASE JI a.• -'A - :.a• SPECFICATX)N REFERENCE 105 502 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 �4„ � 2" R a • .d 6" SEE NOTE 4 a • a ', a . a. .A- a, A .d 6" NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED p 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. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOyyyyN INN APPENDIX A OF THE VDOT ROAD dESIGN MANUAL. SURFACE BASE SUBBASE 8" VDOT 21 A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION U IN SH IP is o. 45183 YIQNAL 10A0P 1 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN. 10' MIN. 4' 5' MIN, 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. DOOR HINGES I 1 I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT NITS. FIG, W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH L':E BOX T, vETER BOX (SEE FIG. W-1 TH-�k. w-7E), 74" I2" COPPED HATER MAINr FITTII:G 4" DIP PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • 'GATE VALVE W I LL 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-S 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 SHEETINGAS PROTECTION FOR BOLTS. • USE 2500 P-S.I. CONCRETE LARGE METED SERVICE LINE NTS FIG. 'A-6C TD-12 ° -► 0 " h -r• 8" MIN. I-' 17.5" 6' MIN. q (22.5" FOR COMPOUND METER) ° 60' 4e MIN. 36" -4 ' (22.5" FOR COMPOUND METER) •; 18 MIN. a � 17.5"IN 37" MIN. 12, MIN. WNGNUT LOCKING ASSEMBLY BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C TD-16 COMPRM$14,1 . 3/4' MALE PIPE.. WUPUNC OR APPROVM EOIIAL 1' TYr'E 'K'{%f� Q SC,Fi LO�'PER f I-- F _E TT+'.HE I '.LE F:I:ILr - E I£ R L E I� E- -L �E%II'E-TI+L L:. ,I: '11 a -I: E t .t .t TEE DUAL E, .I_E I" CQNPRESJQN 1 3f4` MALE I :CJI'UNO DR APFRO+E3 E::i,'A,L -r E. Q FDR USE ON LETAIHE. :JV.LE FAMILY RESIDENTIAL SE4:','ICE '+RiE E AN IplILj.Qmlla METER Is NUT FZDHDEr SINGLE SERVICE ,40TE 11 ±:, 'VILLN SHALL K 1,0GV Px PIPE CAST IRON LID T1NI;31ED GRADE 90X ,6` MIN 10 DEN: rQL•PUNv1 An'" �t CdRptlR6TIl$I STOP !� "'•': ,. C�N'K �;. SAND DR DUST UNDO lox AND �.TTFJd (Z INCH RINNLYl T7'11%RiE46} `;2 ti ti p-r' -- 4' :IWETEF. � 'f F �` 4 LON m,+E DCYET •JT,• :'''.F: rr, .f .t .a TYPICAL SERVICE LATERAL TALL,^• Ik, (5/8" & I" METER` ) NTS FIG- W-6A TO-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. 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 ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", -7 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 45'0.0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER ATION STOP USHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 1 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 LAIR FILL AS ROVED BY ACSA STABLEl S011 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 9 385 380 375 370 365 360 355 350 385 380 u 375 370 365 360 355 10+00 10+Q 0 NOTE: EX. A9-A9Y BY OTHERS STORM SEWER PROF LE: A9-A9Z NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270.) 2' TO 10' 18"-22" 7 CU. FT. ALVE BOX #68 STONE 42"MIN 'e ; 6" GATE �.I VALVE D� W. X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST i e'N•e'LP BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O>� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD n.3. WATER MAIN w 3 VALVE 1 24" MIN UNDISTURBED EARTH PLAN R f:1 -CLASS A-3 CONCRETE 18.. ....-... ...�....... MIN 18" ELEVATION UNDISTURBED EARTH 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 •c • is • • • - p� - t� HORIZ: 1 "=30' VERT: 1'=1 TD-6 PLACE 5' GALVANIZED " A'ITNESS " POST WITH CAPPED ENDS PANTED BLUE IN REMOTE AREAS i' AS DIRECTED- MARKER LOCATION MAY HE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE 1 Tr 1 I -1' T-I LE T -FFI -TED -L -E 1.-0 .. LILrA a u N R M-J, GATE -L-,E I f �... I I I I I WATER I LINE If � I I _ I 2500 P.S.I. '" .'?ETE -9 2'M 2' BEARING AREA. TH T LK101 •-•. d- r, v - 4 '1•'rTE IN REMOTE AREAS. 'VALVE BOXES SHALL EXTEND Six (6) INCHES :ABOVE GRADE. TYPICAL SATE VALVE FOR ALL BENDS NTS FIG. W-S TD-9 r\ i 11110 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 I H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.53 3.83 3.42 0.83 loll & 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 _ W� SHAPE TO ELEVATION OF MID -POINT OF % LARGEST PIPE. SHAPE TO ,. CONTOUR OF PIPE • 9 SLOPE TO DRAIN TO INVERT SECTION A -A OF OUTLET PIPE Pry DIVERS W ., METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. e NOTES- ` SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ ` SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF ` TO INVERT OF STRUCTURE. / OUTLET PIPE MANHOLE DROP INLET TO BE FORMED CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. n THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A Q PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE ,/ •- �" '• UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, • V�J//V/ BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE •�!�•: SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. •� ' DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE , PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - A INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AND BRIDGE TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET , OF , I REVISION DATE MANHOLE & INLET INVERTS 302 W8.08 VIRGINIA DEPARTMENT OF TRANSPORTATION N 0 N N W i W J (n _J Z W Q F- 0 LIJ J It Q O 0 (14 YU IN SH IP � IC o. 45183 AY10 ■AL w !� F- cn �w z W W 1 - O CD :2 1 O = Of n C -5 GO 011 [1 z W Q CD O CDQ) N N m INI � v � Z 0 O 0 Z g �y > d zw} W � awe ono W > 11J ui W � Q � O N W Q �' m Z J LL � Q Dote 11 04 2019 Scale Sheet No. C11 OF12 File No. 12.025