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HomeMy WebLinkAboutARB201900058 Plan - Approved Final Site Plan and Comps. 2020-01-17LEGEND EXIST TI 165 -rc x i 2-' Tc TOP OF CURB ELEVATION 168 x 125 SPOT ELEVATION 1 e Thy x 12' Tw TOP OF WALL ELEVATION i eaw x 125 BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER ®- ROOF DRAIN SEWER LINE WATER LINE a CAS GAS LINE 'r - -- OHE OVERHEAD ELECTRIC WIRE --- a UGE UNDERGROUND ELECTRIC Carr - QHr OVERHEAD TELEPHONE LINE --Wr UUT UNDERGROUND TELEPHONE LINE PROPERTY LINE - - - - ADJACENT PROPERTY LINE ®®®®® VACATED PROPERTY LINE u� BUILDING SETBACK X PARKING SETBACK Z DRAIN INLET (DI) ® STORM/SANITARY MANHOLE E [ PLUG v WATER VALVE & BOX 4- FIRE HYDRANT o" WATER METER LIGHT POLE - UTILITY POLE --- ----- m SANITARY EASEMENT - --- GRADING EASEMENT -- DRAINAGE EASEMENT UTILITY EASEMENT - - - -- WATER EASEMENT -- - -- ACCESS EASEMENT - STORM DRAINAGE EASEMENT - - TREE LINE ----- - - - FENCE STREAM 312 12 INTERVAL CONTOUR 30G_ oc INDEX CONTOUR C -2 CG-2 STANDARD 6" CURB CC- cG-6 COMBINATION S" -_ CURB & GUTTER a v CONCRETE PAVEMENT f SIDEWALK o.� RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING .. WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE /F-N CG-12 HANDICAP PARKING NOTE. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 6 ; EM xfv 'F h IMAGE PROVIDED BY ALBEMARLE CO 14 C 1'Lel[.9►��I�a�►�R���1�C� r 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. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as %.�UNUUMINIENT IMPROVEMENTS 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). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. . , A, C I - COVER SHEET C2 - BOUNDARY LAYOUT EXHIBIT C3 - EXISTING CONDITIONS t- DEMO PLAN C4 - REVISED CONDITIONS t DEMO PLAN C5 - SITE PLAN CG - GRADING PLAN C7 - UTILITY PLAN C8 - LANDSCAPING PLAN C9 - LIGHTING PLAN C I O - VDOT/PAVEMENT DETAILS C I I - UTILITY DETAILS/PROFILES 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. InterconnectiAty. 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 Deportment of Transportation. 3. Route 20 Widening. The Owner shall not request a Certificate of Occupancy for any building an 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. 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. 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 coniplies 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 Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on C3 and C4 PROPOSED USE New 83,095 SF Self -Service Storage Facility 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 5F 35.1 Pavement 172498 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%) This site lies within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. FLOLILP 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 1 17 9 8 17 Total 9 9 r 17 9 8 17 Trip generation reflects AM and PM peak hour traffic. 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 MmE%QUIREMENT A Knox Box is required. Owner shall contact the office of the Albemarle County Fire Marshal for location. O 0 ' I Z w oW n z ItZ v It w I W d Z 5i 0 T Z N a 2 N N W_ Q s lil V) J v V) w �o w O II 1 I-INIE Date 11 04 2019 Scale N /A Sheet No. C 1 OF 11 File No. 12025 � 3 l­ M-m I qujp��l� Z'J'33aug m, . 15, ou4p. PFIE 01-W n1p.2mmi I . .. jwy ,ft, M � - , wv G �;,; 97:WTMP 78--DK I _ RW F1'k)R, JAMES OR P ------- wr EGGY . I I DB 3713 PG 419 1 .. 1, I I , , I - 15, wic. PIK " I I " N, I I I .T _" 12 , " " \ 11� 11 10 \ IN-NN / , , 1, I ,11 X , I \ ,,k., : \ " \ x , .. x , 11 N, I \1 \ 5� \N--��­I ­;�: �,:,4" \, \ � 1. k N,�',--1, I�,� % I \ X�Jlli� 'A 1\ \ 1, \ , N I I \ aI if AN � \APPR �, b,x. ITS 0 . INLINDAI N Z,,U N L 71 ALBE LE dQIJNTY 9 le le . 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ATE DRAINAGE ESM1 i t ti (D.6-159 & 160 PLAT} 17g 10 — I 12' PUBLIC SWM ACCESS ESMT I I—_ (DB 5246 PG 177, I 184-185 PLAT Y 13 Ll 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 020) AT EX. FHA ON HOTEL PROPERTY IS APPROX. 4060 GPM BASED ON HYDRANT FLOW TESTS AT ADJACENT WAWA t I �` HYDRANTS ON RTE 250 AND RTE 20. lit ! 20' PRIVATE DRAINAGE ESMT �,. ISO NEEDED FIRE FLOW IS 3000 GPM. _ (D.B. 5246-159 & 160 PLAT):•• — — — .. I t <„ - i-. I HOTEL I AN +s CO -RA 'R I'll Y ! t VATS -ROAD J ! .4. a 1 a d W W W W —®-- �; a � W --°�— W W W 20 PRIVATE DRAINAG ESMT I '.�`� f ! �"``.:� .,,✓� '. b '� . ,• � "` .s=�� W W —W ,_ W W W W W �'J W �, ., � EX - W �} FRT,TE�'R�'AIC�T E�tv�T- DB 5246-159 & 160 PLC _ — ,\'\,. ( d \\ CIL—E LSD. _��'L. T}_ 8c16 _ a l _— \ \ t `�, . . . .. F -. .., ., . ". 'i v"'—'_e.•.=^.o..,r ;....>.> '�. ' . 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LAT ® BLDG INV.=365.50 BSMT ELEV=369.00 372.00 7 VS 375.00 (DB 5246-159&160 PLAT) ------------------------------------------------ 1 I I I I i t 8"4" TS&V I, M FDC WATER SERVICE DETAIL SCALE: 1 "=1 0' i i 20 40 •i Scale: 1 i - - F" , m 0 a Ca z w �w � w It w � vl z2 o 2 z F N a �N Q V) Z w a u C , N 0 fI} q M W U Cn C7 M z W`r0 crncn� ©� T; ea�N�N (/f --� /-,w SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SO. 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 B" 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. I 3X ROOTBALL DIAMETER DIM. -- TREE PLANTING DETAIL L SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. 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. FSLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. —� 3X WIDEST DIMENSION OF ROOT BALL �- 2 TREE ON SLOPE @ 25% 4:1 to 50% 2:1 C8 INd T® Sole ORIGINAL GRADE EXISTING SOIL z 3" THICK greemc[een� PLAN PANEL, TYP. V! POST TO POST CENTERS = PANEL LENGTH + 4", rYF.. 3" ROUND OR SQUARE J STEEL POST wIPOST CAP. / TYP. I I HORIZONTAL PANEL MAXIMUM 95" IN2' INCREMENTS -' % - 45104 CHANNEL TRIM OR 0 POST TO POST CLEAR = PANEL LENGTH + 1", TYP. / z � 45105 STEEL EDGE TRIM. RECOMMENDED AT TO P �� _r _ ,� EDGEJOF PANEL, TYP. r - X SNAP CLIPS wr �513LL — r - I l�f r I t STAINLESS STEEL SCREW, STAIN TYP_ F I__, .f- _. r._ - .r._ . l -� 1 ____ _ _ r __ _ t. _ t '.., K PANEL TRIM OPTIONAL p Vi ...L I_ I �- •, I . I r I'.'. WITH 45133X L z J ZEEw OPTIONAL: 5141 "C" CLIP i--I- it �t'rr �.. r _ �-'{' w/ 45105 EDGE TRIM REQUIRED ¢9 VERTICAL EDGES z 1 r US E 45142145156.25 I I I SPACER __ C n _ FLEX "C" RINGS @PANEL vy `JI Lf -I-I- T_ I - ( TO PANEL SEAM 12' O.C. N qI 2 OPTIONAL - 3" THICK green5creen Cel J _ T . I . 1 PANEL, TYP. -.-r.{ .7 r- — �51D5 STEEL EDGE TRIM "- RECOMMENDED BOTTOM EDGE OF PANEL IT FINISH GRADE POST IMBED LENGTH & FOOTING SIZE SHOULD BE VERIFIED BASED ON OVER- ALL HEIGHT. %NINULOADS& ` J SOIL CONDITIONS. NOTE: SPECIFIC E ENGINEERING MAY BE REQUIRED BASED ON SITE FLEVA ION SPECIFIC SOIL CONDITIONS, LOCAL WIND LOADS, AND VERTICAL HEIGHT OF FENCE/SCREEN. ATTACHED NOTE: VERIFY PANEL SPAN 4-FREESTA*9INf HORIZONTAL FENCE/SCREEN AND CUP SPACING FOR ALL ROOFTOP INSTALLATIONS AND ALL INSTALLATIONS 20' ABOVE GRADE. NOTE: BRACKET AND BOLT STEEL POSTS TO RETAINING WALL. CONSULT RETAINING VVALL DESIGNER FOR ATTACHMENT PLAN. 0 greenscreen 1743 S. La Cienega Blvd. Los Angeles CA 90035 T- 800.450.3494 www.greenscreen.com 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 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.fi}: 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. GENERAL SITE LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height(ft) CaSFPy Total 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 elryt ° Small Deciduous Tree Carpinus betulus "Fastigiate" Pyramidal European Hornbeam _8, 10 10 17 69 690 ° Small Ornamental Amelanchier x grandilora & cvs Serviceberry (Autumn Brilliance) 1» 2 16 130 260 �-� Broadleaved Evergreen Shrub Pieris floribunda Mountain Pieris 2' Ht. 40 5 0 0 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 Trachelaspermum Madison Star 1 Gal. 30 12 N/A 0 Planting josminoides Madison' Jasmine TOTAL 4708 SF: STREET TREE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height(ft) Canopy SF Total Canopy in 10 Yrs SF Ex. Large Deciduous Tree Gymnoclodus dioicus Kentucky Coffee 2,5" 5 35 570 2850 Ex. Large Deciduous Tree Ulmus americans cvs. American Elm 'Valley Forge' 2.5., 5 25 397 1985 U 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. raffil IIN, 11N4 Itm I I Date 11 04 2019 Seale Sheet No. C8 OF 11 File No. 12.025 r� PHILIPS GARDCO Philips Gardco LED watt sconce 161 offers distinction Project: through its styling, powerful optical design, array Location 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 tuminaire, while using considerably less energy. Notes: [/JLi:O f Ordering guide Number Drive LED Color Dimming Luminaire of LEDs Current Generation Distributions Voltage Control' Electrical Options Finish 161 � u ( (��I u 0 0 ws I� 161 46L' 600 NW-G2 2 120 DD Fusing WS Textured LED tiva11 sconce 46LPOS 600rnA Neutral White IES Type 120V 0-10V Dimming Driver' Surface mount Fl E K Black (1 module) 4000K, 70 CRI conduit feed 9000mA Genration 2 Single junction box ES Type 3 208V Dal Circuit Control (120, 277, WH White CW-G2 Cool White 4 240 DynaDimmer: 347VAC)s EtZ Bronze 5700K, 70 CRt ESType4 240V Automatic Profile F2 DGY Dark Gray Genration2 277 Dimming Double 92L 600 277y (208,240, MGY Medium Gray CS50 92 LEDs 600mA W W-G2 480VAQ' (2 modules) Warm White 347 Safety 50% Dimming. Customer specified 800 3000K70CRI 347V 7hours'%' F3 RAL Specify optional 800mA Genration 2 Canadian 480 CM50 Double Pull color orRAL 480V Median 50%Dimmin g , (208240, (ex: OC-LGP or UNV 8hours" I 480VAC3 GC-RAL7024) 120-277VAC CE50 CC Custom color HVU Economy 50%Dimming. (Must supply color 347-480V AC 9 hours'''' chip for required DA50 factory quote) All Night 50% Dimming' Photoelectric Systems PCB PhotocontrolButton2'I Infrared Motion Response Systems IMR13 Integral with #3lens' " 1. Not available with Dimming Driver (DD) option. 4. Not avaitable with 48OV. 2. Not available vvith Dual Circuit Control (DCC) option. 5. Must specify specific input voltages_ 3. Available in 120-277V or UNV only. Accessories (order separately) FS111=100 MR hand held programmer (For use with'IMRI3' motion response when field programming is required). If desired, only one is needed per job- g-161-cut 11/16 page 1 of 3 Ordering guide project: Location. Cat. No: Type: Qty. Notes MXxx The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED XXX 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. example: ECF-S-64L-900-NW-G2-AR-5-120-I-IIS-1v1GY Number Drive LEDColor- Luminaire Prefix of LEDs Current Generation l Mo��nting11 {Distribution Voltage Dirnmingcontrots Motion sensing Photo -sensing Electrical Finish ECF-S 32L 530 WN7-G2 AR Type2 120 120V DD 0-10VExternal IMRI3 PCB Fusing Square Pole Textured EcoForm 32LEDs 530mA 4VarmWhite Arm Mount 208 208V dimming (by others)' Integralwith Photocontrol F7 Single-�'- Adapter Adapter 2Type 2 BK Black Black SiteandArea. (2 modules) 700 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control" #3lens' Button23 (l indudedin WH Small 700mA Generation2 Ieft90' 277 277V PAWS Field Adjustable" IMRI7 TLRDystandard Double40,4product BZ Bronze 1A NW-G2 me oltowin f 9 2-270 Rotated 347 347V SW Interfacemodule Integralwith Twist Lock Q08,240,430VAC)J Q DGY park Gray 1050mA NeutralWhlte mounting 9 right270° 480 480V forsitewisel"r #7lens' Receptacle TB MGYMediumGra Y 12A 40001<,70CRI kitsntust UNV L>0 277V LlC2 Integral module It4R0 TLRD7 Pole Mount Fusing 1200mA Generation beordered Type --_._- 150/60114 with42lens16 Pole mounted TwiStLock Block' Customer specified __ _Terminal FPt Single J e aratef s P Y HVU 347-480V LLC3 Integral module - mollonsensw Receptacle7Pfn 020.277.347VAC)' RPA 3Type3 RAL Specify 48L 900 CW-G2 (See 3-90 Rotated (50760Hz) with 43 tenst° (see accessories) TLRPC FP2 Double Round Pot e optional 48LEOs 900mA Cool White accessories) Left LLC4 Integralmodute (208240480VAC)- Adapter p color of RAL (3modufes) to 5000Ka with #0.fen5''6 Twist Lack ., (ex:RAL7024) 1050mA Generation2 SF ate 3-270 Rotated d Rece to -le wI p- ` FP3 Canadian Double (fits to 3"- 3.9" CC Custom color 12A Slip Fitter right270' DynaDimmer. Automatic Photocell, Pull(208.240,480VAQ O.D.pole)10 (Must supply 1200mA Mount' Type4 Profile Dimming 2 HIS color chip (fits to 2'A" -- - 4Type4 Surge Protection ntemal for required C550 Safety 50% 64L 900 O.D. tenon) 490 Rotated Dimming,7hours' (10kAstandard) Housing factory quote) 64LEDs 900mA WS Ieft9T CM50 Median 507. --- - SP2 Increased20M Side Shield' (4 modules) 1A Wall mount 4-270 Rotated Dimming,8hours' 105omA with surface right270 CE50 Ewnomy50% conduit Dimming, 9 hours' rear entry Types DA50 All Night 50% 5 Type 5 permitted Dimming' RAM SW Type5W CS30 Safety30% Retrofit arm AFR Dimming, 7 hours, mount kit" Auto Front Row CM30 Median 30% AFR-90 Dimming, 8 hours' Auto Front flow, CE30 Economy 30% Rotated left 90' Dimming, 9 hours' DA30 All Night30's AFR-270 Dimming' Auto Front Row, Rotated right 270' L Available only on 120, 208, 240, and 277 (or UNV) 2_ Specifyvoltage 3. Not availablewith 347or480 voltage 4. HIS notavailable with Type 5 or SIN optics 5. DD is required for LLCR and pole mount motion sensor Dimming leads are supplied through back or luminaire. Must be ordered separately (See accessories page) ECF-S_Gen2 09/17 page I of 9 6. DCC and LLC27314 not available with any other controls 11, Limited to a maximum of 45 degrees aiming above horizontal T TD not available with DCC 12. SW option is net available with any other control options with the 8. ECF-IMRl equipped with out -boarded sensor housing when exception of UdR13, IMRI7 and SW-IMRO motion response options voltage is HVU(347-480V) 13. Available only on 120V and 277V 9. Mounts to a 4" round pole with adapter included for 14. Not available with DCC, IMRI3, lMRIl, SW, LLC and CSlCM/CE/DA square poles. (Dynal immer). 10, Notavatablewith SFand WS. RPAs provided with black finish standard FIXTURE I I I I I I I 1 i / 1 i f / / 0 +0.1 +0 r f / + .1 +0 r TO 0.o t 0.0 + . a +0 ! t t .6 +o.0 0.0 +0 t ! tt 0.0 + + 0 +0 ! +0. 0.0 +o +0 4 Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Wattage Light Loss er Number Lamps Factor A 2 PHILIPS 161-46L-60 161 LED Sconce, 46 LEDs, LED 1 161-46L-600- 91.0 1 GARDCC O-_NW-G2_2 T2 OPTICS, 4000K (1) HLO LIGHT NW-G2-2.IES ARRAY OF 46 LEDs (XPG2) DRIVEN AT600mA 1 PHILIPS ECF-S-32L- EcoForm Area LED ECF - LED 1 SFC-3-32L- 121.6 1 El GARDCO 1,2A-NW-G2 Small, 32 LED's, 4000K CCT, TYPE 2-HIS OPTIC, (2) LEDGINE SLE LIGHT ARRAY(S) 1.2A-NW-G2- 2-HIS.IE -2-HIS House Internal -side DRIVEN AT ® 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. I I I I I t I I t i I I I I I i 7 I I I I I I 1 4/w Ift' YIOAtA lv'F-Z c z LLI z W i� , :2 M ,�Q" C-) ODU� LLJ U �1 c o cV 0 cV CD T I• C7 14- P 1;5 ©IN Date 11 10A 2019 Scale 11$=2011 Sheet No. C9 OF 11 File No. I � F�o 12,025 *5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C -4Kj CONSTRUCTION 5' MIN- JOINT G .- I 12:1 MAX BB 11 ) TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB E , 48 20 ;12! --2-MIN. SECTION A -A ERMMSSIBLE CONSTRUCTION JOINT pSECTION B-B NOTE1 FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET t OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 e 3 6 S 4 8 12 5 10 15 8 14 15 4 N 0 Ix =3 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE= THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,REGARDLESS OF THE SLOPE. SeEcMAPM CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 05 5021 VIRGINIA DEPARTMENT OF TRANSPORTATION CC-12 A PERMISSIBLE CONSTRUCTION JOINT -*5 DOWELS, 8" LONG a 12" C-C 4,-O't- MIN' 4 ¢� 8 1 B M 1 1 B 1 J �I TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN 8'-0" 4'-0" BACK OF CURB 12.1 MAX. 4811 MAX. 20: 1 SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE; FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET I OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL y BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. X U) =0 v (n 4.2c..K v �� TYPICAL PLACEMENT OSSWAA TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK (WITH CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK, LANDING C WIDEI'REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. FITERBM"'�" CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) . APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 GENERAL NOTES: J. THE DETECTABLE WARNIOG SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN 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 POU RE MONOLITHICALLY WITH RAMP PERPENDICULAR 77 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. -• ARIA 5. WQUIRED BARS ARE TO BE NO.5 X 8" PLACED Y CENTER TO CENTER ALONG 1 BOTH SIDES OF THFRAMP FLOOR. M ID -DEPTH OF RAMP FLOOR. MINIMUM MAX CONCRETE COVER 1T/j'. 12'1 0- CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AMID GUTTER. TYPE B 7. CURB RAMIPS 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 NTTHEF WHETHER SIDEWALK PROPOSED, OR NONEXISTENT. THEY MUSTT BOCATEDWTPETIIAN EXISTING AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE ,,,d\iA1( HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIMUOUS UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSII LE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED S$ AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2� AT )K , 2" HOMER 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 \C..X' ,SANE AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYP CQNORETE SID WALK IS 4" K. WF£N THE ENTRANCE RADII CAFNNOT HYPE C. ACCU ODD THE T NG RE91A T OF T� ATED HEAVY TRUCK REFER TO STARD CG-13, CO �ERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CO EfE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MINIMUM WIDTH SHALL IE THE WIDTH OF THE SHARED USE PATH 1•$" - 2.4" TRUNCATED DOME c cQ- o 0 0 0 O O O 0 0 0 0 0 R 4 0 0 0 0 0 0 O O 0 0 0 O 0 0 0 0 0 0 0 0 O O 0 0 0 0 0, + `N cy 0 0 O 0 0 0 00 0000000 �' O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 0.2" BOX - 65X OF BASE DIAMETER O 0 0 0 0 0 00 0 0 0 0 S a o DIAMETER 0 0 0 0 0 0 00 0 00 0 0 0 0 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' E V.7/05 REV 7/05 GENERAL NOTES r z 203.08 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION ail A --KI I PERMISSIBLE CONST. -�• 5' MIN. + JOINT I � I AJ TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 5'-0" HACK OF C(hR 12 t81 4 20 -1 2' MIN. SECTION A -A NOTE' FOR GENERAL NDTES 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 B 5 5 10 6 7 14 7 13 15 8 151 15 NOTE - THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. u 3 U) 0 U� CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSONS AND SLOPES ARE AS NOTED. M i =1 M 5 )K)K 2 AT.2" HIGHER THAN EDGEE OF PAVEMENT AT*)K. SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE NEW 7�D5 REV.7/05 TYPE G (PARALLEL & PERPENDICULAR) APPLICATION 203.05A 203 07 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 U-11 D1-3A, 3B, 3C EXPANSION KEYED -FOR n-e TA1LS OF INLET JOINT CONST. I t'0 BE vs j I AEI l-STRE T APPROACH RAMIE S(}RcAC:INiC �" ) GENERAL NOTITS UiADIUS 4 0 � PLAINS) 5}I WN N qq �.. I MARLINE RQN)WAY Q'XE P401E 3) 9l A. . : � CO �'dtNl TION 'Pi IT T`T IDARO _ 3 WFIE U r H .x AN (" 1. N $ C tD "" ()dAd3IUS T B: A:4 SHOWN ON PLANS) A N - mT ., R k R I T .� A;�1AaR(N 35 l" 0 CC-7 TIRE CURB FACE 6i rk'j 4 BE Ab}AjATEb TO MATCH TE MOUNTABLE' CURS CC-2 OR CG-D CGRvIGURATIO.N, LEE DTE 2- SEE. STANDARD CC-12 FOR CURB RAMP DP's1GN TO HE / e7 ES , SiGEWA1IC U"` 'fd1TH THIS ST'`NDAbRO .3€R7 �.� -olOERIiALK- :.. I <NTESE un I - _ - i �TICiN.AI. {�`NPA(t.EO SPACE FLOW L?IE- a , ,T, MAINLINE PA/ENN9T SI`IAd.4 BE CGtRSTRt)(�"tED TO THE -.:�-.. I - R/W LINE [FXCEPT ANY EUEORACE S"*I17 TION T FiEQVRt G FC1R MAINLINE PAVED NT WHICN F) BE UPIANSION Ern { EXPANSION OMITTED, W . K :NTRANCE.d,. JOI 1 JOINT 4. P tD01- CURB DR,CPMBtNATIGN CURB AM SUTTER -- - -®� - SHALL NOT BE CONSTRUCTED .BEYOND 110R/W LINE NOTE•WIDTH "B" 2'•D" OR AS tG}I MiINJNLNE ROADWAY EXCEPT FOR REPLACEMENT PURFOSEES. SHOWN ON TYPICAL SECTION, A PLAIN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RADII CANNOT Acr;OmMQDATE THE TURNING REQUIREMENTS OF ANTKC ATED F't'>EAVY TRUCK MAINJIE ROADWAY SLOPE- TRAFFIC" Th4E' DEPTH FOR SiOEVI'ALK $ CIJR€O RAMPS' _ 'U PAvRAEOLIC CURVE IERITRANCE UN@.Y) WITM THE LIMITS OF THE RN`}N5HOUL0 BE INCREASED TO 7 A-W CU-131 EDGE OF PAVEMIENT OR OPTISNI FLOW LINE D 18 MAX GE - -` '� D A. PLMS ME TO iNDXATE Whf-N CONSTRUCTION OF A,FLO'W - L 45 RE41UE;-D f0PR0VOEPO5ITHVE DRAINAGE ACROSS _. MLN€ POINDWAv - _ NOTE 7) Sig �raTRAe�, a MAX. D 7, I'HE DE5HiAB1.E AND 14AXIMLM EN(TRA171f GLADE CHAIN( a ULO E OH4ANVE "0" ARE /LISTED 1N THE= AL! CWA8LE ENTRANCE GRADE O TABLE. 'THESE VALUES Afff NOT APPLICABLE TO STREET CON�rfittlN6S. S�MEN., 20' MtNiMf W FOR C{}A(MIERE:iAL E('(TRANCE... - INTERSECTION NOTES. $_ WHEH CO-11 IS WED FOR STREET COiNNECT60PIS.Thy CONSTRUCT GRACE. CHANCES WITH A (PARABOLIC CURVE. CONNECTION MUST ,OE [1E51GNED A ACCOROAN'NCE WITH AASHrO POLICx M-a THE APPLICABLE RECuft-idENTS of � STOPPING SECTION A A SIGHT pTHE iSFnNCE iNDDK VAALLUE HEn(3�Y NTI 9, CPTtUOAi_ FLOVIU NE MAY REQUIRE WARPNNO OF A 4,u PORTION Or GUTTER TO PROVIDE I'M I'VE. DRAAWAGE ACROSS IKE 'NiTI.-R5EC'1TON- I _- � CLASS AJ 7 b b CONCRETE --'' SECTION C-C ALLOWABLE ENTRANCE GRADE CHANGES 14(DLttM11E GRATE CHANGEENTRANCE D" UE5RABLE MAXIMUM 1116H DOLE THAN I500 VPD O x 3 A 1AEORUM a0dl 1500 JT}(A�' 2 D LOW I LESS rom 50U VFD s6AT. U/.. NOTE: ALLOw.WILE ENTF APPIJCABLE TO cAfi;4pN METHOD OF TREATMENT � RTNCz SO% (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) VIRG;tNIA DEPARTM�;INT OF TRANaP(IRTATi(i�N GATE NOT / r �ll,■■■■■■■t1>■■■■■■■■■m■■r■■■■■1_ �YYYYi�IC��YYiriiY Y�IYrr��YiirlYilr YYYYYr�-_ 1:�Yl�ti��!•�v1����Yl���tslrwwwommm - - --���1•�l•������1 a a��������rga�����All�.. Em Rom I i BAYS BAR Q z Al w ` BARSzf o SPE(THCATIOH RITERENC-E 105 502 6' MIN: - PLAIN SECTION A -A 1 ' MA:L 6' MIN. A 10 VAX. !- KEYED CONST. JOINT L-VARIABLE - MAX. 20' `. 2'-10' 2" WARPED GUTTER 2'-0 8" 2'-0" _ B B" 3' 0" 2" .APPROACH 1) g BARS A GUTTER - - - - - - - - - - - - - - - - - - - - - Ih� •7" ' . D S G �. ---T --�. I ! BARS F -BARS E L B m ' BARS E `ir,3" DIAMETER -BARS B - - I WEEP RULE FRONT ELEVATION BARS F 8" r-a" a" (GUTTER REMOVED) UEHT .PLATE II J�` SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 & Cr;-7 STANDARDS. _ L 21/2'Y21/2"X1�a" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 ffi CG-6 STANDARDS. TYPE A . �.I GALVANIZED TYPE 8 %2" X d" STUD SHEAR CONNECTOR :NEEDED GALVANIZED PLATE FOR TYPE A TO HE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH '!2" X 4" STUD SHEAR NOSE DETAILS 'MELDED TO BENT PLATE AT 2'C-C. 2, --. APPR, PAVEMENT DI-3A �_ L DI-3E3 L DI-3C T. _I WARPED PAVEMENT ( ( FLOW FLOW I FLOW J 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 SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' _ 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 WP-2 ADJACENT TRAVEL LANE I ASPHALT PAVEMENT WIDENING 12"* EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD: TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYER'_ _ PROPOSED ASPHALT LAYERS - ------- EXISTING SUBBASE-------- PROPOSED SUB@.$SE COMPACTED SUEGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISITNG SUBBASE. AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED td-(')!MUM 1'/p :NCH THICK ASPHALT SURFACE COURSE (SEE NO -E 5; x 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, ASFLL'sLT PAVEMENT WIDENING 511,-LL HAVE A PAVEtALNT DESIGN IN ACCORDANCE 'KITH CURRENT VDOT PROCEOURES AND BE APPROVED DY 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 ARID PROPOSED PAVEMENT SHALL BE WORESSED IN THE PAVEMENT DESIGN. 3. A. MINIMUM OF THREE CORES SHALL BE TAMEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE A.NC THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN SOB FEET APART. I 1. THE r:JJiU'ENT TRAVEL LANE SHALL Uc PA-L_E] A MINIMUM DEATH OF I hICF`_:i ATEU REPLACED WITH AN AS'HALT SJRFA:."E COLR..c E IU F.1AIC.,H THE PROPOSED PA'VENEI"(i 'NIOENING SURFAE COURSE UNLESS ViNVED BY THE ENGINEER, 5, THE EtviNEER MAY REQUIRE TFIF MIN_UNV DEPTH Of ,11E EXISfTNG PAVEMLIT TO E'L ADJUSTED TU A1.11;E1vE AN ACCEPIALILE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE- 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL DE RESTORED SU9.IECT TO THE APPROVAL OF THE ENGINEER. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315-0510 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A °0 F007 STRAIGHTEOGE IN ACCORDANCE WITH THE REOUiR_MENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ROAD ANC BRIDGE STANDARDS MEET 1 OF 1 REVk�OH DA E 303.02 CC-v2-.INS EXAMPLE BLENDEt) TRAN,-jITIaN (KOT FI GR USE IN NEW CON'TRUCT61 FOR RE)-1i0FIT 09 ALTERATIONS QNLY# r N. $SLTEGTAyLE q YININ3 PAvEI:. r DASHED LIME ENIALE' T PATTERN: Rom ACID BRILIGE STAN EET'2 OF 2 'REDO 26A4,O? NEW 105 502 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTW ENT OF TRANNSPORTATION DETECTABLE, II (N EE �AJBLE FACTOR ' EDGE TO FACTORY EDGE A COPY ;OF 'THE ORSIINAL SEALED AMID Sr CG-12 DETECTAS METHOD OF INSTALLING 0E_ VIRGIINA OEPAI SPECIFICATION REFERENCE 315 EXAM LE RADIAL INSTALLATION FACTORY`� EDGE TO F T Er3OE yy(---X x N DETEClAfl fAikNNO PANEL NOTES, L LOCATIONS WHERE .THE. DETECTABLE W.NINIINC CANNOT HE INSTALLED WITH A W MHMLW'2" OFFSET'FROM THE 11ICM OF CURE1 SHALL HAVE A RADIUS TO MATCH RADitl OF .THE CURB, CETECTOLE WARNING Pd BLS 94ALL HAVE .A FACTORY RADIUS, OR:IF. P?�VED IBY TI-E EF>OWER MAY BE FIELD MOCIFIE0 AS NECOMIlENOED BY THE (AAWFAC71MER TO MATCH THE OF CURB_ 2- JOINTSU� TWIMN OtTECTABLE WARNIKO PAbILLS SH&I- W FACTORY EDx£S. €FjT 5F OF PAIII ME NOT PEMTTER'TO Awr ADIACEIiT P#€ & 3. AL%A.IEW OF OO9MET,. 4N ADJACENT F&ELS THAT YALL BE WDIMD. TO FIT A RA'OLS SHALL BE: MAINTAycD, wkie 4 FIELO MODIFYING DETECTABLE. WANXKC PAWLS. 4, DETECTABLE WARNING'. PANEL SRZES SF14W�N ARE FOR EXAMPLE PUNP0SE6- OTHER PXNEL VZFS ZkAY' UE USED IOU ORDER T$) A1AINTALN CONSISfwt A!�'N rT OF THE D04ES FOR EACH CLOB 6-WO LOCATION„ S. BLENDED TRA NSlTIU N CU" RAMPS ARE FOR ALTERATION STFIOATIDNS WHE1 STANDARD VIREC71( & CURD '"S'S NTE Nor FF�IILE<OVE 10 SITE E4?5TiMfT OLEFIEO 'fE?m}?# TNr3Et4T RFITTEi7 FOR NEW CfSTflTIDN G. PARTIAL DETECTABLE WA HNG UOUES THAT ARE THE RESLLT OF C4IFTNCr PAtTEL'S SHOULD OF GROU1,0 FLUSH WITH THE 'P-445L SURFACE, 7, I...AP',S BETWEEN ADJACENT UETECTAEILE WARNING PAGIEL.S ME Ni('NT PERMITTED. B. SEE PLANS FOR CROSSWALK MiRR,1i(W 1'; TIA±A W AREAS. ROUTE"Y41DTFM AD GRE 0 4ANCE%Al4D. RAMNP P CDiG19R#T oNs, NETT DRAW040 IS 04 FLE IN THE T:ENTRkN. OFFICE, aPECIFI ATIBN _E WARNING SURFACE REFERENCE IDS ECTLE W111II A.;I1 TMENT CF .TF+. WA -.PWFATION . 5G4 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION. CURB & GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTO M OF THE CURB UC D PARALLEL AND GUTTER BE CONSTR TE SHALL B S COURSES TO THE SLOPE OF SUB A E 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 4" 2" R OF THE VDOT ROAD DESIGN MANUAL. .p a s 6u 11I;1. a a P p p p p p a a a a a Q A II , A 6 7,. a a a a a a a a a • a a a -- - - 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 COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION 4' RADIUS 7Y2' a 15" ° SURF, MIN MAX. -:a BASE JI. .v �.ia • �ECFiCATICW FUUOKE V. 9/06 105 201.03 562 • 4 I .. A4 d A' ' a - O O O O O O O O C C) C) 0 0- - - 4" 3,000 PSI CONCRETE 4" VDOT #21A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION 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 61. a sEE NOTE 4 A g'. } 6" CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. C4B HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB, 4.7HE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" D 3" (21" DEPTH) (15" DEPTH) OR INCREASE A$ MUCH AS 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 PNCREASE tN CEP H. T 5. CG-2 IS TO BE USED ON ROM) AYYS MEETING THE A DIXEATOFTHECVDOT ROAD 5HGN MANUAL. BASE SUBBASE 8" VDOT 21 A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2Q1.D1 Date 11 04 2019 Scale Sheet No. C10 OFI1 File No. 12.025 VARIES /-vALVE R 0 X TO METER BOX i SEE FIG-4W THRU W-,°E,'.. -`f �� - 4 COPPER /f VARIFS � ; a WATER NIAIN-17 M.,j. FITTI1IC ' 4" PLUG THREADED FOR 2" COMPRESSION FITTING " RFSTRAINED JOINT FFFFIT S NOTEa1; GATT VALVE WILL BE 4'-' UNLESS OTHERWISE SPECIFIED BY THE ACz+4 • SERVICE LIVIE TOOONIiECTATNIAINWITH X„x-',"TEE °: REFER TO FIG W-3 FOR.THRUST ELfUCK DETAILS ON TEE_. r 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 RESTRWNED101NT. USE PLASTIC SHEETINGAS FROT'CTI ''N FOR BOLTS- USE 2500 P.3.1 NONCRETE_ LARGE METER SFR' ICE LIIJE FITS FIG W-6C T-} 12 L'.'Alp'iF I+"f -.3140LE PIPE Cf.1J-UN.^ I TIT- `A -a - 1� �✓' J FT r� RErz LSE ]'f 17ANM zINCLE'7AMILY Y FE$Ir­TIAL OR (�V.cL REf:ICEt�11:L ---r i1 lsnl 71C31 �„',i'.ES _ l 3aEA7D Firnwcs DUAL SER'uIS:E C I' cr,2.+ rt sUat, s 2ll+' MALE. AWE C:ueuma ArF2tCsrr� V Vk i 'r-,- IF FCR ij timid El }HE,t J t ALE F MILY 4 � _� E"JC-fTtRdL E 3'ICE a:FIEFE ,StdIF:+I;H',TIOid SGNGLE SERVICE NOTE, 11 iA'VULE2; .SMALL EF QA WA! FYPlE TYPICAL SERVICE LATERAL INSTALLATION N (r'c " ram' 1" METERS) INT's FIG' '4L-6A T;-IQ COVER LIFT (NOTCH 12 3/8" Is 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"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO IN4ERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SER410E 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 SEVIER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FCR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". VIM 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 LATERAL SECTIONSERVICE 45'0' 0" ' IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 BRA' F P IBRICK SI SOLID CE BADE ATE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN IRON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL HE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.P.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 TD-20 GOOD FOUNDATION MATERIAL ROCKY FOU11DATION MATERIAL 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 UNSTA SOIL INITIAL BACKFILL-\ a'MIN MIN Mlra. V68 STONE LAR FILL AS U 2OVED BY ACSA , Z STABLE SOIL OR ROCKS 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 . 3.1HE 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 &I BEDDING NTS FIG. W-2 TD-2 385 380 375 370 365 360 355 350 9 385 380 375 370 365 360 355 10+00 10, 51 0 NOTE: EX. A9-A9Y BY OTHERS STORM SEWER PROFILE: A9-A9Z NOT HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS _ THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22' 7 CU. FT. VALVE BOX Nud STONE 6" GATE !A 1 8„ X 6„ . 1 � TEE 2500 P.S.I. CONCRETE r BASE AND THRUST BLOCK AGAINST F" •I UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT 15 LOCATED IN A FILL, IN ADDITION TO POURING CDPICRETE, 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 BOY. 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 UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD r VALVE � 24- NI IN UNDISTURBED 18- MIN UNDISTURBED E N.T.5. FIG. W-4 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) WATER MAIN PLAN -CLASS A-3 CONCRETE 8° E£VAPON SECTION NOTE: 1. ALL ROUS 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 AVE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig, W-;5c LID T1�51, f11 _T -�-.. --r- _z .. __. HD z ... � _L - -_fr0) W r r� Lia Ph �E CV T M b HOR17: 1 "=30' VERT: V=1 TD-6 ■ �9 TRANSITION BETWEEN PIPE DIMIETERS I. DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. �. - PLACE AL',ANIZED ' WITNESS POST WITH CAPPED ENDS PA1,4=1 BLUE IN REMOTE AREAS C7 AS DIRECTED A-i W(EER LiJCAT1r5N MAY EIE 5;U8JEfST a T, rllaHWAY DEPARTMENT APPROVAL. FINISHEts cli:,ADE . I 11t -- 41JUISTAFLE 7RAFFI" RATED i 'VALVE SOX W LID � u NIJ, III VALVE 'WATER h Il LINE , 1 _A 2G0U t=,S.L - CONCRETE L7 4 ; � 2%, 1' ;:LEA RING .tREA THRUST BLOCK c y ' L -fir` 5 ' NOTE IN REM0,TE AREAS, V,:LYE @0XE_i'dHALL EXTD,;b SIX (6) II,--ICHES A04O E GRADE. TYPICAL SATE VAL\/E NTS Fhb_ `t-5 Tr; 3 -- FOR ALL BENDS 2 L 0 45' max PLUG I 2 l I FOR TEE OR UVYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. Nil w BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. NEE AND PLUGS VOL. S17_E OF (FEET} CU.YD. (FEET) CU.YD. BEND -L-F 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.OD 2.60 2.59 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 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 19' 45 3.33 3.513 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.55 2.86 0.24 11 1 /4 1 1.63 2.33 2.84 0.18 1. THRUST BI OCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANCES 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 ALI_ THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE OONTTOUR I 9F PIPE I I I I I I I SLUE TO ORAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES, SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPEISABOVE INVERT OF ` / SLOPE TO DRAIN TO INVERT OF STRUCTURE. . OUTLET PIPE CONST ACCO OR DROP MEET IS TO BE FORMED ONO CONSTRUCTED t IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL IN DRAWING, THE NVERY SHAPING AS DETAILED HEREON IS TO CONSIST OF A CONCRETE MIX CONFORMING TO CLASS A3 OR CLASSPORTLANDCEMENT AGGREGATE MAY IC CLASS Cl,CN, EXCEPT THAT 25X OF COARSE TON EG BROKEN LIP TO 4° IN DIAMETER !M CONSIST OF STONE, BROKEN BRICK, f! BROKEN CONCRETE OR BROKEN CONCRETE BLOCH. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAN EXPOSED. DETAILS OF INVERT SHfPINO.AS SHOWN HEREON Al FOR E~LE PURPOSES ONLY. EACH MAtRiOLE OR DROP INLET 13 TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW l lt€S. {. _B ;E �TI9iV B PLAN METHOD OF TREATMENT IN MANHOLES xvT STANDARD METHOD OF SHAPING - SPECIFICATION � REFERENCE ROAD AND BRIDGE STPNDARDS SHEEN' 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 303 NOg.Og VIRGINIA DEPARTMENT OF TRANSPORTATION 0 CIO o b I Z 0 W t �ZR� It z ItZ y %-/ Ld z d Z � Z It D ii N Ld F > A� W 7"1V J V) Z W Q f° 0 Ld j B � o co LL H- [r � o'er_ u �:�E� ® -aC5 O CU ll 0 CU 1 � (Of 72! LNJ C37 CT3 0CVC14 ©CVf cV cV i