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HomeMy WebLinkAboutSDP201800040 Plan - Revision 2020-07-13LEGEND EXIST NEW DESCRIPTION 16' TC x 12' TC TOP OF CURB ELEVATION 16' x 12 SPOT ELEVATION 16' Tw x 12' Tw TOP OF WALL ELEVATION 16'13w x 12'Bw BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER - RD RD ROOF DRAIN � SEWER LINE s"w WATER LINE -GAS- Gas GAS LINE - DHE- DHE OVERHEAD ELECTRIC WIRE - uGE - UGE UNDERGROUND ELECTRIC - OHT - OHT OVERHEAD TELEPHONE LINE - uGT - UrJ UNDERGROUND TELEPHONE LINE D [0"I DRAIN INLET (DI) O OO STORM/SANITARY MANHOLE C C PLUG ®" WATER VALVE & BOX ♦ �- FIRE HYDRANT _.' WATER METER LIGHT POLE -•- UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -- - GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT - TREE LINE -+ FENCE STREAM 312 INTERVAL CONTOUR 300- - 00 - INDEX CONTOUR CG-2 CG-- STANDARD 6" CURB CG-6 CC-o COMBINATION 6" CURB & GUTTER MAJOR SITE PLAN AMENDMENT TO 5DP201 GOOOO 12 2300 HUNTEK'5 WAY 5DP201800040 TAX MAP 07600-00-00-049AO 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA OWNER / DEVELOPER VICINITY MOP cry a ip. 4 w■- 4 nnn■ Owner/Developer: Heartrock Farm, LLC. - - ---- - - .W./7- .....-.fir. . .,...... GLENCIRCHY 111�7 1I11 01 Miersvrb�. , T771 e� 7 1I07 Ot r oNTF 'S HAe r Deparl itr UPS Cus banner Center s Rlen1 Richmond SITE :;* SHEET INDEX C I - COVER SHEET C2 - EXISTING CONDITIONS C3 - SITE PLAN C4 - UTILITY * GfZADING PLAN C5 - NEW LANDSCAPING PLAN C6 - TOTAL LANDSCAPING PLAN C7 - LIGHTING PLAN C8 - SWM * BMP DETAILS C9 - SITE DETAILS 2521 Summit Ridge Trail Charlottesville, VA 22911 ZONING HC - Highway Commercial EC - Entrance Corridor LEGAL REFERENCE TMP 07800-00-00-049AO - DB 4611 PG 429 - DB 688 PG 636 (Plat) BENCHMARK Benchmark is an existing storm sewer manhole along Hunters Way at the site entrance. Elev. = 389.01 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary & Topographic survey information provided by: Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Original Field Survey Completed June 29, 2015. Updated with as -built Field Survey Data February 13, 2018. A title report was not provided. All easements and encumbrances may not be shown on this plan. SETBACKS -Front Building: 30' (DB 688 PG 636) IMAGE PROVIDED BY GOOGLE MAPS -Front Minimum: 10' from Public Street ROW -Front Maximum: none, since this is a corner lot abutting a principle arterial highway (Rte 250) -Side/Rear: Buildings with minimum separation per building code, no maximum. EXISTING USE 2 Existing Commercial Buildings -Total 4,304 sf. With Associated Off Street Parking Vehicle Repair Shop- 3,300 SF PROPOSED BUILDING HEIGHT Maximum Permitted: 65' Retail Building Height : 35' Coffee Shop Building Height: 35' PROPOSED USE Ex. Vehicle Repair Shop: 3,300 SF N D ' -Th C ff Sh 550 SF SPECIAL USE / EXCEPTION NOTES ew rive ru o i op. No Public Restrooms n building. Drive-thru has single lane, window faces Hunter's Way ROW. SP 201900003 HUNTERS WAY COFFEE SHOP SPECIAL USE PERMIT CONDITIONS New 2-Story Retail Building w. Basement: 3160 SF Footprint 1. Restaurant uses on the parcel will not exceed 700 gross square feet. Hardware Store: 3160 SF Retail Sales Area 2. No indoor seating associated with the restaurant use is permitted. Office Use: 3160 SF Gross Area 3. No public restrooms associated with the restaurant use will be provided. All Uses include required Off Street Parking SDP 201800040 HUNTERS WAY COFFEE SHOP SPECIAL EXCEPTION CONDITIONS SIGNS 1. The drive -through window shall be located within the general area shown on the exhibit entitled "2300 Hunter's Way: For Illustrative Purposes Only" prepared by Slump Engineering and dated December 20, 2019, All signs shall conform with the MUTCD Guidelines. 2. The area of land disturbance on critical slopes may not exceed 2,488 square feet as described in the request entitled "Major Site Plan Drive-thru Order Sign faces away from Public Streets. Amendment (SDP201800040 An Amendment to SDP201600012) Critical Slopes Waiver Request" and as shown on the plan exhibit entitled "Critical Slope Waiver Exhibit," both of which were prepared by Shimp Engineering and are dated October 22, 2019. FLOOD ZONE CONCRETE PAVEMENT / SIDEWALK SIGNATURE BLOCK 0 0 RIPRAP ASPHALT GRASS CURRENT DEVELOPMENT PLANNER EC-2 MATTING EC-3 MATTING WETLAND CURRENT DEVELOPMENT ENGINEER 10 10 PARKING COUNT CROSSWALK VIRGINIA DEPARTMENT OF HEALTH M�MM ������� HANDICAP ACCESSIBLE AISLE A_h CG-12 HANDICAP PARKING FIRE OFFICIAL NOTE: ARCHITECTURAL REVIEW BOARD 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION DATE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO295D), this property does not lie within a Zone AE 100-year flood plain. GENERAL CONSTRUCTION NOTES LIGHTING Proposed outdoor lighting locations are shown on Sheet C6. PARKING SCHEDULE Automobile Service Station: 1 Space Per Employee + 2 Spaces Per Service Stall 1x4 Employees + 2x6 Bays = 16 Spaces Required 19 Spaces Provided Retail Building (Includes Basement & 1st Floor for Hardware Store, & 2nd Floor Office Space): Hardware: 1 Space per 400 SF of Retail Sales Area (RSA) 3160 SF RSA = 3160/400 = 8 Spaces Required 9 Spaces Provided Office: 1 space per 200 SF of Net Office Floor Area (80% of Floor Area) 3160 SF x 0.8 = 2528/200 = 13 Spaces Required 14 Spaces Required Drive-Thru Coffee Shop: 1 Space Per 200 SF of Sales Area 550 SF/200 = 3 Spaces Required 4 Spaces Provided Total Number of Spaces Required: 40 Spaces Total Number of Spaces Provided: 46 Spaces (This includes 2 handicap van accessible spaces and 12 spaces for vehicles awaiting repair) WATER & SANITARY SERVICES Water Service will be provided by existing well. Sanitary Service will be provided by a new private septic system on site which will connect to an existing drainfield. See Sheet C4 for location and usage calculations. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. CRITICAL SLOPES There are 11,377 SF of field surveyed critical slopes are within this property. See Sheet C2. 2,488 SF of Critical Slopes disturbance is proposed with this plan. WATERSHED This site is located within the Middle Rivanna River Watershed. This site is not located within a water supply protection area. LAND USE SCHEDULE EXISTING Area % Buildings 6,250 SF 9.84% Pavement 15,908 SF 25.0% Sidewalk 3,252 SF 5.11% Impervious area 25,410 SF 39.95% Open space 38,202 SF 60.05% Total= 63,612 SF (1.46 ac.) PROPOSED Area % Buildings 7,010 SF 11.0% Pavement 21,230 SF 33.4% Sidewalk 3,780 SF 5.9% Impervious area 32,020 SF 50.3% Open space 31,592 SF 49.7% Total= 63,612 SF (1.46 cc.) DEMOLITION NOTE Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such. Contact VDOLI for additional requirements and permits for demolition projects. TRIP GENERATION AM PM Use Description ITE Qty Daily In Out In Out Auto Repair 942 6 bays 80 9 5 5 9 Hardware Store 816 3,160SF 29 8 4 2 3 Office 712 3,160SF 51 6 4 5 7 Drive-Thru Coffee 935 550SF 239 18 16 18 17 Total 1 399 41 29 30 36 U UST M. SHI P �P' 12. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 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 13. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD OF THE PERMIT SHALL GOVERN. PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. UNLESS OTHERWISE NOTED. 14. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF ASTM D 1140, NO. 200 SIEVE. 3:1 OR BETTER ARE TO BE ACHIEVED. 15. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, ADJACENT TO THE BUILDINGS OR STORM INLETS. OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 16. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SPECIFICATIONS. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 17. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 18. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS TAKEN. AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 19. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING, 20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING PLACE MATERIAL IN 6" LIFTS. DEPARTMENT. L . No. 45183 fL W,�'�°�rON.rA^L.00 - 370 I I � 1 I - OHU O U OHU HU OiU \ I 0=89°59'50" R=40.00' STOP L=62.83' SIGN T = 40.00' / 10010 C=56.57' CB=S51 °57'44W / INV / IN= 355.E PAVED I - nH0 � 0 n"o (1H0 � n io 355.06 UTILITY BOX I � I I T.M. 78-49B LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR D.B. 4482-425 D.B. 1235-5 PLAT DI-3 6 YWF i 371.07 / 370.38 370.96 INV OUT= 366.17 i CONC DITCM' CRITICAL SLOPES (SHADED AREA) PRODUCED BY CONSTRUCTION OF f HUNTERS WAY. THESE CRITICAL \ SLOPES SHOWN ARE FIELD SURVEYED A T> 25% SLOPE. r LEGEND LIST M. SHIMP L., Nlo. 45183 -1 0 �' • • 20 40 •• - • 1 OHU 0 U OHU I PAVED I 0 ()HO n O ILITY I 'UTILITY BOX II BOX � I I I EX. ENTRANCE T.M. 78-49B LOT 213 IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR D.B. 4482-425 D.B. 1235-5 PLAT 1 x 1 GRASS EXIST. O 2 CONC -?kVED EX. ROAD CL _ ----------- GONC O\jCN DI-38 YWF/ i f O 371.07 370.38 8 370.96 INV OUT= 366.17 3.5" AND 6" BOARD WIDTHS 6" FOR VERTICAL VARIATION low- 24111 5.25 6.0' 0' 4' �I 2.0' _ , I— �- ,—�-1 _I III=III-1I1=1II-II1- -I I I-111=-I 11=1 I I -I 1=1 I I-III-1 LI-1 I I�-11 r_ -1 I I—III—III—III=1 I I=1 111=1 n—d , l—, :III-III-III-III-III-II1- I I -I 11-1 11=1 11=1 =1 I I -I I I-1 11=1 I I -I 11=1 I L- I �I 11=1 11=1 11=T—III— 1�—� 1-1I- 0_111= , i 1 I SCREENING FENCE DETAIL Not To Scale /_6"X6"X8' BEAM LEGEND HATCH TYPE DESCRIPTION 12 SPACES RESERVED FOR VEHICLES AWAITING REPAIR EX. ASPHALT PAVEMENT TO REMAIN NEW ASPHALT PAVEMENT DISTURBED CRITICAL SLOPES UST M. SHIMP ' PAVED 1 '1 x w �O 1 1 1 1 I \ o I o \ 1 \ 37 0 0 _ 1 \\ \\ \ 1 I X X X X i X X / 01 1 �� 1 1 o P 1 1 1 S S S S S S S 3g SSe tp IC �p-tic S____ -- S S S- ��z S S SS SS'' S S SEPTIC 2" S L�� _ Pure ank39 0 DIS-I`R{BUTOR \ 1 I oI 1 cn 4.5% 8e n � $600 / 1 \c SEPTIC i PUMP. O 90 r i / i / i ATMEN 86 LAILAd- 63s 89, v d X / / / / / AREA '� NEW SEPTIC / DISTRIBUTOR / / I. / ' ACCESS MANHOLE 4 ' j / Z,BO,,/ SF I j (/ / �/ P=388.29 I ACCESS \Rn DI- TO s / / 1 SEPTIC 5.7% so 86 MANHOLE INV=378.23 , DRAINFI ,LD ARE / 1 TANK 83 _i -� 86I TOP=388.00 \38 .0 NEW SWMs /INV=378.28 37 2 FACILITY / (Primary and / 80 CP ° EASEMENT R 2rV2) / IN E '1 8f 83' 85w � ! I ROOF DOWNSPOUT � 86 1 �I l 1 \ o� / G INV IN= I 411.23 / X c, 1 I - NEW SWM / / / �I O R 0 /UNDER SW VIA 6" FACILITY v-e- --�-i- - - - - - - - � � c IMP U1 FLUME EASEMEN / II HVAC AND MECHANICAL _ 00 d I 0 �7 1 I cn EQUIPMENT Ol� ROOF 86 85X_' \ I 1V INLET 8 RETAIL BLD 85��� 8557 1\ v J z INLLASIT 3160 SF FOOTPRINTFTI Z7 _ _ _ 1 I ~� 2x2 INLET I 2 STORIES+BASEMENT 1 a t USES: HARDWARE STORE -0-�N v 60" HDPE d D D 1)z� 7%°° �S(BASEMENT+FLOOR MALL OFFICE (FLOOR 2) Detention Pie 1 ' =13 Runs of 93 L � iFFE=386.62 $5 b\ I 85 I v cfl + Inv. = 378.26 Qq od _go 0 0 \ I I BFE-376.6� 1.4% 1 a * o $ I - ASSUMED �� zCA ° W o / ` NCO 30' VEPCO EASEMENT 0 FOOTER ELEV. IN DASHED d � ¢� a AREA= o 471.62 IN E 2 1 89 NEW SWM / � 9 so FACILITY EASEMEN8500 ° o �QV L _ --- g' DI 894` _ _396 ��' ���\� _ RIVE-THRU COFFEE SHOP Top= 5.92 (.0ET S I FA IL TY 550 SF ATTACHED OD \ 378.22 � Ex. Private X, T FFE=38F.62 8 Q� / /P Well •7 / o r / - - - J�i E S ME 8325 5.0% 84 10' DI-3C 7 Top=3 .00 a �i 0 IX N ^`, w N IX N W WZ v W v Z W o= o =V) w� z w� N o Q� N W Q w �> �W J Z In I` w 0 �I o W J w O 1 I N 0 41 UST M. SHIMP L' , Nc. 45183 0 0 co o = = F= 1= 1� o E E U (n O (/ ) o� �� lei cn o Q � o c� 0 c� a-) in o� o') (D-) a, O O O O O N O N N N N N L2 O O O =)N 117�O ';:I -Co 00 CD � CD CD - O > N r7 Ln Co �8405 05 Inv. ut-380.35 - MH \ I REP A ` TOP= /� Water Consumption Calculation (Gallons/Day) TO W. 84 3 1 / \ INV OUT= \ NY P AST GRATE �385.59 - 82 / \ Number of Daily Consumption Total Daily Water \ O o �/ I Water Consumption Activity Units Units per Day per Unit (gallons) Consumption(Gal/day) Notes Q > >6 78 rn 80 R� 1" PRI AT� / O OHU A \ MH 4. 7 / �� Repair shop customers oHu Hu WATER SER I E -OHU 0 U ptPE / Inv -3�.0 `�6J �/ N Q�P�- \ ��90 � CONC-Drinkingfountain Customers 24 0.05 1.2 Assumes each customer consumes6ouncesofwaterfromthefountain. �� _Z 5 ° W W 00 \ / Given that the fountain is in the shop, not the public area, we believe this estimate is likely high / Washing hands in restroom Customers 24 0.02 0.5 Assumes two ounces of water evaporate or get left on the towel when a 0 V �I R _ \ \ \\ \ � � � L customerwashes their hands II / I Repair shop personnel 1 � \ -Drinkingfountain Employees 3 0.5 1.5 Assumes each employee consumes 64ounces ofwater per day 1 / 0610 � � \ \ \ Washing hands in restroom Employees 3 0.06 0.2 Z yy / \ Assumes each employee visits the restroom three times/day and consumes W c CON DITCH INV OUT= 375.50 1 / two ounces per restroom visit by drying hands and through evaporation INV � \ "'/ � -mopping Units 0.14 6 0.9 Assumes shop is mopped once perweek and 6gallons of water evaporates / IN= I NEW SWM CONIC DITCH _ > > > > / / 1 / \ / each time the floor is mopped 355.86 FACILITY � � � i / - _ EASEMENT / / / / / / / 1 _ _ / radiator Units 4 0.75 3.0 Assumes four radiators are serviced perday; approximately .75gal is added to 0 radiator per repair, we believe this estimate is likely high Z Z U IIj w� 1 _ Retail store employees �c I I ' P*11ED � I o % - Drinkingfountain Employees 8 0.5 4.0 Assu mes each e m p I oyee consu mes 64 ou nces of wate r pe r day ---�- - _ _ I _ - _ _�Washing hands in restroom Employees 8 0.06 0.5 O � W ' � EX. ROAD CLI Assumes each employee visits the restroom three times/day and consumes a * I I CN two ounces per restroom visit by drying hands and through evaporation r 1 Z I I I \ 1 G O�Smopping Units 1 6 6.0 Assumes store is mopped daily and 2 gallons of water evaporates each time Z V DI-38 \ j o X. 15" CONC PIPE O nH0 O�G INVERT / ' I 371.07 O nH0 O G / 359.91 � 370.38 O w I 370.96 INV OUT= n / 366 17 By -Right Use -Water Usage Calculation Water Usage Activity Units Number of Units Flow Per unit Water Usage (gpd) Vehicles Served Vehical 24 8 192 Repair Shop Personnel Employee 4 13 52 Retail Store Customers Parking Space 13 2 1 26 Retail Store Personnel Employee 8 13 104 Office Personnel Employee 10 13 130 the floor is mopped Uj Office Employees Drinking fountain Employees 10 0.5 5.0 Assumes each employee consumes 64 ounces of water per day - Washing hands in restroom Employees 10 0.06 0.6 J Assumes each employee visits the restroom three times/day and consumes two ounces per restroom visit by drying hands and through evaporation W L Drive -Through Coffee Shop r C J nHo Q Drinking fountain Employees 3 0.5 1.5 Assumes each employee consumes 64 ounces of water per day Vj INV OUT- 3 5.06 I I Special Use -Water Usage Calculation Water Usage Activity Units Number of Units I Flow Per unitl Water Usage (gpd) Drive-Thru Coffee Shop Estimate From Franchise Records 170 Total Estimated Daily Water Usage: 674 Note: Drive-Thru Coffee Shop Use granted by Special Use Permit SP201900003. Max. Total Consumption = 400gal/acre/day x 1.46 ac = 584 gpd max consumption - Washing hands in restroom Employees 3 0.06 0.2 LL W Assumes each employee visits the restroom three times/day and consumes S:z M two ounces per restroom visit by drying hands and through evaporation 0 W Product sales Store Units 1 35 35.0 From franchise records of of actual product sales and water consumption for mopping Units 1 2 the month of June, 2018 2.0 Assumes store is mopped daily and 2 gallons of water evaporates each time the floor is mopped C L Total Daily Consumption (Gallons/Day) 62.0 Date WATER USE TABLE �4Not To Scale WATER CONSUMPTION ESTIMATE OF 62 GPD IS LESS 2 WATER CO N S U M PT 0 N TABLE- 05/21 /2018 C4 Not To Scale THAN THE ALLOWABLE AMOUNT OF 584 GPD Scale 1 20' 20 20 0 20 40 60 19 Sheet No. Scale: 1 "=20' C4 OF 9 File No. 16.003 I � i \ 1 1 c I \ U0 I o I 370 1 1 1 I Q> \ A \ \ 1\\ ACSA ESMT. 1I 1 1 I 9 \ �7 II 1 c \ — — — I I ` d LLJI 1 I I + LIMITS OF DI TURBANCE AND xTENT �I oz �1 Ix+ ( OF LANDSCA ING NDMENT I �— F-I II+ 1+ + �o O 1 Ld {++- O OHU ESMT. l FT1 d i 0 01 II ++� +� I II + �( + a 1.'.� + SWM ESMT. I d x \ \ \ \ x 1 \ n 0 \ ! x o \ I x 1 II 1 1 I / 1 x \ I X X X X X \, XXX X X � I � I � I I I a / / - + LIMITS OF DISTURBANCE AND EXTENTS — — �� + T OF LANDSCAPING AMENDMENTS r` 1 LOW MAINTENANCE GROUND COVER + - / / o N IIL \ �\ + + \ El \ SWM ESMT. 1 OHU OHU OHU OHU OHU HU oiU \ I \ \ 7\ + + + + + + + + + + + + + \\ DRAINAGE ESMT. \ + + + + \+ + +/ I — _ \ EE PROTEc-TiON FENZMG� CHU ESMT. 1 // I DRAINAGE ESMT. / I I Go w ACSA ESMT. � I I EX. ROAD CLI PAVED I CJ nHo � _ nHo nHo No / 20 0 20 40 60 i SET TRUNK PLUMB. SEE Scale: 1 "=20' SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. C PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL II PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE SET SHRUB PLUMB. TOP OF APPLY 2" OF MUL ROOTBALL SHALL NOT BE MORE PLANTING AND Wf THAN I " ABOVE FINISHED GRADE THOROUGHLY 4" COMPACTED E REMOVE BURLAP FROM WATERING BERM TOP I/3 OF ROOTBALL 4 � O EXISTING GRADE p 3" TALL WATERING p BERM FINISHED GRADE PLANTING PIT. SE oo FOR EXACT REQUI PLANTING SOIL, A 112 BALL _ PLANTING SOIL Al\ y DIA. MIN. II I � II ILI > REMOVE BURLAP SHRUB PLANTING DETAIL G5 Not To Scale STRING FROM TOF OF ROOT BALL UNDISTURBED S01� 2 TREE PLANTING DETAIL C5 Not To Scale 0 LO 0 ,\ 1 DW I PED / DW 15" DBL� U NEW LANDSCAPE SCHEDULE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE SET SHRUB PLUMB. TOP OF APPLY 2" OF MUL ROOTBALL SHALL NOT BE MORE PLANTING AND Wf THAN I " ABOVE FINISHED GRADE THOROUGHLY 4" COMPACTED E REMOVE BURLAP FROM WATERING BERM TOP I/3 OF ROOTBALL 4 � O EXISTING GRADE p 3" TALL WATERING p BERM FINISHED GRADE PLANTING PIT. SE oo FOR EXACT REQUI PLANTING SOIL, A 112 BALL _ PLANTING SOIL Al\ y DIA. MIN. II I � II ILI > REMOVE BURLAP SHRUB PLANTING DETAIL G5 Not To Scale STRING FROM TOF OF ROOT BALL UNDISTURBED S01� 2 TREE PLANTING DETAIL C5 Not To Scale 0 LO 0 ,\ 1 DW I PED / DW 15" DBL� U NEW LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF o B Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 419 838 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 452 904 B o Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 2 419 838 Evergreen Screening Shrub Ilex cornuta "Burfordii Nana" Dwarf Burford Holly 2' Ht. 29 14 406 f Evergreen ScreeningRhododendron g Rhododendron 2 H t. 26 13 338 tS }� Shrub PJM Elite " PJM Elite Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2' Ht. 24 14 336 o Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub o Broadleaved Evergreen Shrub Kalmia latifolia Mountain Laurel 2' Ht. 21 n/a 0 + Low Maintenance Southeast Native 150 lb/ + + + Ground Cover Grass Seed Mix acre ++ TOTAL NEW CANOPY 3660 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10-YR GROWTH ARE EXCLUDED.. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. LOW MAINTENANCE GROUND COVER SEED MIX: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) Mix the following 5 seed types at 30 Ib/ac each:. Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). 0 �. z N W z �z W W Ek z D_ z w� r ` N \vim O W N C) N W Q w Ww J z N w QF- �o w � I5T M. SHIMP L.., NIo. 45I83 Cn O ( !V\ C C O �� E E E W U) O (n 11`I. U a Q) C m C C Q 0 0 U LL. U U 0 rn rn 0-)0,) O 0000 0 ONNNN N O 7- Co C) 7 p �.—OON r - _ CD CD CO CDID 00 W 0— O D-c", Lo 11, Q Z 0LIL (� Z i CW L z Z W D 0 Q z U J W J W � r W O 0 WJ cQ Q G Date 05/21 /2018 Scale 1 "=20' Sheet No. C5 OF 9 File No. 16.003 o 2 to z x �0 \ c I \ no I N W CD \\ \\ \ I \ o �Z v W \ X I X X X X z d DW / DW P1}Illlfl' orAlbebgarlt '� I 1MAPL L/ Conseryslion Plim Chet`Wt -To he pla zed on Undscape Mks � � d \ \ \ \ \ I F, / (Hondb�uuk- pp Tit-M-11'1-2-97 for complete ipc-el 'icalions) �l �i z \ \ \ `>� ACSA ESMT. \ \ � \ � �J ._♦ /J 1. Howinizice s shall be a-� lam: � � � o _ _ A _ / Limits of olcaring(aut%drdrilrlinrref trues to be saved); I\ 0 go--_ _ _ — \ / / / Location and type of pmtcutivc EeirL®nF N Grade changes requiring tree wells or walls; � 0 �r I!� Proposed trenching or lui llag ltiewv❑d the limits of clearing.R" � N /v 2.� �Q W a I \An� \\ I \ \c I + 0 Ail tmc5 to bt~ saved shall be marked with prom or ribbon st a height clearly visible to equi:pmtntaprastors. > — — — — — — — \I I I + / \ / / I No grading .9hall bin until the tree muking has [aces inspected Emd approved by a County Irl: PePed rr. � W z \ \ - a 2rat pre=�rabiwi attd prolectictt me ures. shall br rr%icwed with ihr- ccmtrwar on site, z W \zl II + T/ , a , / w Q — — / �' 0 J \�I \ \ + + _ N / / / I . t a'-'rYitIon yad Star e. o .� I / I — / Heavy quipment,. vehicular traffic anal storage of cmnstnsctioer materials tncludittg sull Meta[[ not be permitted with in the dlripline5 of pees � W + + 0 Q/Ito be saved.� I+ � % � d � � � � //aa/o/ 5. Soil E.ro is and tito niwru et Dereotion Devkca: � \ I+ + I �� P / / l Such dtvires Thal- not aeversc[,�, afFect treesto be sates Z(� I I I _--- A - da l/ I / / I V (L 1res- \ H I I I d I I / / �/ / 4iJ 1 lees are not permitted within 100 f�eic of the dripllne of �s to be saved- 0 ��u�+ + I a I / O \ I, I \ 'r,Q f I+ + ,8 I OHU ESMT. \ _ J \ / / / / \ Toxicratati=rials shot I. flat be stated wilhir� 'l{}il feet of the drip) True of trees tye sawed, FT1° \ i tl. Prc+teetJyj frertc_lor�: — —� I I + + + SWM ESMT ° 4 / / 9 'Crew to be mo[ned within Oil feet of j Proposed building or gAading a,�tivity sliall be prowLei by fenciri� N \ I I I Fencing - -all be art place wW shall lea inspected fond approved by a County lrespmtor prior radtn fir construcUon- + + I / / t� L15T M. SHIMP O O II + + I + T I I \ 7°o y, L.., NIo. 45183 I a o % �S WM ESMT. \ r a / / 2 the round 1r el Tau t trc reiaerl within the driplinr at'� fret to he g�ucrl, a ttce well yitrtll Rae Provided and a coy mrctivn detz - - - - p subruttrd for approval. T + \ I cp I Q \ �� /10. Tree V4ral sVhralr s• +I I + I I I cn the ground level roust he lowered within &c driplioe a taee'lo be mivcd, o trm wall shall be provided, and it car4snuction Arta I + I I I \ I \ a \ — — / / submitted for urptircwral. ' \ + + It. TreneMov and Tunneli � Ila Wh�n. tang i3 requtr•co wirheo the iatnits ofQl�ating, it shall be dDrse as ter a��ax� �m rnnco trinics of treoa �s p+rmsikrlc, Tunnrlang AV \ I I I a \ ®® o , �� �Q�v / under a Inge tree shall be eansicimed u as altamI when it 3s amiciptired that necessarty tM1Zh3ng will dr. y fe€der roots. + 9FO 12. CID 1+ ' \ I I+ I + + \ I _ i \ � prweaive fene tg dull be the last stow ro=vcd doming the f mal e[=trp. I i / + + I \ \ O _ — — I 13. gtu Tram; Dautaged sreez shall be trued immediairly by prunin& fa rtili zation a€other mrthods rtcomn mdrd by air" specialist, N NOTE., IT 1S'1 {E I)EVI LOPE11VIS RESPONSWILlT�'" TO ��E� WITH "IE C`O TR&CTOR ON °i7EE SONS CRY�;MN + \ + - - `n \ LL__J11 �a _ ` \ ]l?iLIIRirr[E'� 1"5. \ = O \ o� E E 0 ��o�a� a� _0 0E E f — L 0 WM ESMT. I \ + + + T \ - ; �\ \ \ -7 Cn c_; (" T \ 6+ + + Di'1'NERSiI;l��ti1[Il<b Errr��:� - � °' a-m CID OHU OHU HU OI�IJ I + + + + DRAINAG ESM . \ + + + + + + \+ + + \ \ ° ROTE ION FENZ'1i�J ` , — — _ _ — _ — 0 ®I / I I DRAINAGE ESMT.Co ACSA ESMT. � I I EX. ROAD CLI PAVED I l \ nHo � _ n"o aHo / 20 0 20 40 60 nHo Scale: 1 "=20' II DRIP LINE SNOW FENCE BOARD FENCE CORRECT METHODS OF TREE FENCING ('__1�TREE PROTECTION FENCING Not To Scale LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 63,612 X .10 = 6,361 SF REQUIRED PROVIDED: 12,919 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR: 191 LF/35 = 6 TREES REQUIRED 1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR: 479 LF/40 = 12 TREES REQUIRED SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 18 NEW 2.5" CAL. TREES PROVIDED 80 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING — (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 45 SPACES/10 = 5 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS, 21,230 SF X .05 = 1062 SF REQUIRED PROVIDED: 5 TREES PROVIDED 1705 SF INTERNAL LANDSCAPED AREAS PROVIDED NOTES: 1. CONTRACTOR TO APPLY MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2. 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. SIGNATURR TOTAL POST-DEV LANDSCAPE SCHEDULE DRIP LINE SNOW FENCE BOARD FENCE CORRECT METHODS OF TREE FENCING ('__1�TREE PROTECTION FENCING Not To Scale LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 63,612 X .10 = 6,361 SF REQUIRED PROVIDED: 12,919 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR: 191 LF/35 = 6 TREES REQUIRED 1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR: 479 LF/40 = 12 TREES REQUIRED SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 18 NEW 2.5" CAL. TREES PROVIDED 80 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING — (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 45 SPACES/10 = 5 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS, 21,230 SF X .05 = 1062 SF REQUIRED PROVIDED: 5 TREES PROVIDED 1705 SF INTERNAL LANDSCAPED AREAS PROVIDED NOTES: 1. CONTRACTOR TO APPLY MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2. 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. SIGNATURR TOTAL POST-DEV LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF o A Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 471 942 A Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 510 1020 + A Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 2 181 362 o B Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 5 419 2095 B Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 +B Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 4 151 604 Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 7 419 2933 -F Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 8 124 992 Evergreen Screening Shru Ilex glabra Nigro Ink eery Holly 2' Ht. 17 23 391 Evergreen Screening Shrub Viburnum pragense Prague Viburnum 2' Ht. 18 44 792 Evergreen Screening Shrub Ilex cornuta "Burfordii Nana" Dwarf Burford Holly 2' Ht. 43 14 602 Evergreen Screening Rhododendron Rhododendron 2 Ht. 38 13 494 Shrub PJM Elite PJM Elite Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2' Ht. 24 14 336 o Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub Broadleaved Evergreen Shrub Kalmia latifolia Mountain Laurel 2' Ht. 21 n/a 0 Low Maintenance Southeast Native 150 Ib/ + Ground Cover Grass Seed Mix acre TOTAL CANOPY 12919 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. r _ LL- U U ` 1 rn rn M O �I o000 0 l N N N N N �.— CO OO CD N �c000O r-- 000 O 0 N N r10 d- r.f) c0 Z 0 (� LLL r Z i CW L z Z W D 0 Q z U J W � J W � W 0 m 0 J cQ Q G Date 05/21 /2018 Scale 1 "= 20' Sheet No. C6 OF 9 File No. 16.003 0.0 ++++++ +++++ + ++++++++++++++++++++++ .0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0. 02 0 0��� 0:� 0.6 0 1.3 1.3 .9 0.2 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 +0.0 +0.0 +0.0 +0.0 ° +0.0 +0.0 +0.0 +0.0 + .0 +0. �. 1.1 1.3 1.2 1 1.2 �.9 2.5 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0 Q 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 .1 .9 2.3 2.4 2.4 1.6 1.3 .6 3.4 4.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ \ 2 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.3 0.4 0 0.0 O . 3 1 2.2 2.0 '3.5 5. A-1 0.2 0.1 0.0 0.0 0.0 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 +0.1 +0.2 +0.4 +0.6 + .7 1.9 3.4 4.7 4.7 + .5 +2.5 + .3 g�.8 +7.4 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 + .0 0.0 + + + + + + + + �i + + + + + + + + + + '0. + + + + + + �C7 C 0.0 0.0 0.0 0.0 .0 0.0 .2 5 0.7 1.0 �2.0 3.4 4.2 4.2 3.6 2.8 .9 6.5 9.1 0.2 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 + .1 .2 + .4 +0.8 +1.2 +1. +3.1 +3.5 +2.7 +3.5 +3.3 +2.3 + .1 .0 Y7.5 A-2 +0.2 +0.1 +0.0 +0.0 +0.0 +0. +0.0 0.0 CD 0.0 C + + + + + + + + + + + + + + + + + + + + + + + 0•0 Featuring CosmoPolis Electronic HID System 100 Line -� 0.0 0.0 0.0 0.0 0.0 0.0 .1 0.2 b 1.3 1.4 2 0 2.0 0 2.2 2.1 7.2 9.7 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Page I of 3 107 Gullwing Sconce 0 + + + + + + + + + + _4 + + + i + + + + + + + The Philips Gardco 107 Gullwing high performance sconces offer an excellent alternative to unsightly wall D 0. 0.0 0.0 0.0 .0 0.0 .1 0.2 .5 9 1.3 1.4 /--'f�9--9-1.9 2.1 2.2 .4 6.5 8.9 0.2 0.1 0.0 0.0 .0 .0 mounted fixtures These architecturally refined luminaires mirror the styling of the popular Philips Gardco Gullwing d Q (_ Q A-3 0.0 lurnmaire and integrate naturally to wall surfaces.The 107 sconce is available in wide throw, medium throw and forward throw distribution patterns. Luminaires accept HID sources up to 175MH, and Compact Fluorescent up O+ + + + + + + + + + + + + + + + + + + + + + + + + \ to (2) 42 watt. Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 0.0 0.0 0.0 0.0 0.0 0.0 .1 0.2 0.81 1.2 1.4 3.1 3.3 2.5 3.3 3.0 2.1 3.1 5.4 8.1 0.2 0.1 0.0 0 0 0. Q Q \ 107 luminaires installed in the normal downlight position, with a flat glass lens, provide full cutoff performance 0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 + .1 +0.2 + .4 +0.8 +1.1 (42.2 +3.5 +4 +6.1 +4.3 +3.6 +2.5 +2.9 +6.6 9.0 +0.2 +0.1 +0. +0.0 0.0 \00 \�� PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS "0.0 �, + + + + + +0. + + + + + + + + + + + + 0.0 \ Etterthe order code into the appropwic box above. Note: Phikps Gardco reserves the right to refuse a configuration. Not a)l combinations and configu moons are 0.0 0.0 0.0 0.0 0.0 0.0 .1 0.2 0 5 0.7 .0 .6 2.5 2.1 4. 6.3 A-4 0.2 0. 1 0.0 0.0 �\ \\ 41;d. Refer to notes belov for exclusions and bnwratiats. For questions or concerns, pease catsup the ,factory IT 0.0 _ ° Q•Q \ PREFIX DISTRIBUTION + + + + + + + + + + + C + + + + + + + + \ 107 Gullwing Sconce FT Forward Throw Not Aai)able with Fluorescent larnps. 0.0 0.0 0.0 0.0 0.0 0.0 0. 1. 3 7 2 �1�.3 0.1 .1 .0 5 0.0 \ \� 107EM Emergency Sconce WT WideThrow Not Amiable with Fluorescent lamps. 0.0\\ Z 107EMC Emergency Sconce, Cold Temperature MT Medium Throw + + + + + + + + + 1 + + + + + + + + + + +� + + + + \ I07EMR Remote Emergency Sconce 0.0 0.0 0.0 0.0 0.0 Q 0.0 .1 0. d 1. 2.9 3.3 4.5 4.3 3.7 1.9 1.4 1. 3.0 O 3.7 4 Q�� 0.2 0.1 �, Refer to carfigu moat chart below fora vrfable comb rra ion s. 0.0 + + + + + \ + +0 + + + + + + + + + + + + + + + + + + + 0•1 WATTAGE AND VOLTAGE 0.0 0.0 0.0 0.0 0' \ 0.0 0.0 0.0 0.0 .1 0.1 0. 9 1.6 .0 2.7 3.2 3.0 ?.,3� 2.0 1.2 1. +21.8 0•� 3 0.1 .1 LAMP IVOLTAGE CHART- 107 CONFIGURATION CHART- 107EM OR 107EMCs 0� \ 0.1 + + + + + + + + + + + + + + + + + O • • 20 4 • •• Scale:• 0.0 0.0 0.0 0.0 0.0 0.0 - - 0.1 0.6 1 1.3 � 2.4 2.6 1.5 1 1 0.7 1 0.0 0.0 0.0 0.0 0.0 0.0 0. ° 0.0 -A- 0.0 0.0 0.1 O 5 11 3.1 1 5 3.9 i2.4 0.5A- 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 1 0. 0. 02 0. 0.2 0.0 (:;'0 2 \ 1� 4.0 ° 4.6 + Q 0.0 + 0.0 + + 0.0 + 0.0 + 0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0 + 0.1 + 0 0.4 0.1 55 + + �.2 0.1 0.1 0. ® \+ 0 + .0 + .0 + + .0 + 0.0 + 0.0 .0 + �0 + + 0 0.0 + 0.0 .0 + + ®.1 0.1 /\ Q• 0.0 .0 0. 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 .0 0.0 -.0 LKE�=' 100, Schedule Symbol Label Quantity Manufacturer Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage Number Lamps Lamp Factor 4 PHILIPS 107-WT- 100 LINE SCONCE CLEAR 1 107-WT- 12500 1 150 GARDCO 150PSMH HORIZONTAL 150P.ies A H RATED RATED FOR 12500 LUMENS ❑ 1 PHILIPS GARDCO EH19-BLC- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-BLC- 250P.IES 22000 1 250 25OPSMH D B RATED FOR 22000 LUMENS ❑ 2 PHILIPS GARDCO EH19-4X- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-4X- 250P.IES 22000 1 250 C 25OPSMH ° RATED FOR 22000 LUMENS Statistics Description Symbol Avg Max Min Max/Min Avg/Min Right of Way Line + 0.0 fc 0.2 fc 0.0 fc N/A N/A Site Area + 1.0 fc 9.7 fc 0.0 fc N/A N/A Note: 1. Wall and pole mounted fixtures shown shall be mounted at a height of 20' above finished grade. 2. Light fixtures shall have a dark bronze aluminum finish. 3. Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminare 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. 4. No new lighting emitting more than 3,000 lumens is proposed at this time. 11 HID`, Vologe 120 208 1 240 1 277 347 480 60CMPE 200-277 50MH 70MH I OOM H ISOMH 17SMH" 50CMHE' UNIV 70CMHE' UNIV IOOCMHE' UNIV 35HPS SOHPS 70HPS IOOHPS ISOHPS Fluorescent 26QF' UNIV 226QF' UNIV 32TRF' UNIV 232TRF' UNIV 42TRF' UNIV 242TRF' UNIV 60CMPE 60 Watt, C.-Pols high performance electronic ceramic MH lamp and ballast system. Available in FT WF and M T Available 120V or 200V - 277V only. MH, CMHE and HPS types require medium based El7lamps. All MH 150'W and be)- are pulse start 1,design, including CMHE types. 11 1751,1 H not available for sale A the United States Fluorescent Distribution Voltaee 120 - 240 277 347 480 FT VVT MT 226QF2 32TRF 42TRF CONFIGURATION CHART - 107EMRs Distribution Voltaee Fluorescent FT WT MT 120 208 240 277 347 480 2260F2 3 4 32TRF 232TRF274 42TRF 242TRFr' I. R..re ent and CMHE luminaires feature electronic ballasts that accept ) 20V Through MH- Metal Halide 277V, 50hz m 6Ohz, enput. Specify "UNV"vc4tage for 12OV tltrtvgh 177V CMHE- Ceranw Meta) Halide 2. One (1) )aorp is powered in emergency mode with FM, FMC and EMIR types with the 864CG option. with FJectrorric Ballast 3,Axtdable with ICE420 optfat,whkh pavers nvo (2) lamps in emergency mode. ICE420 FPS - High Pressure Sodium optiononlyawilaUemrh226QFor231TRF. CAUPON..Maxrnwmbatierypack input iPS- Lao Pressure SodiuDt paver for EMIR units +,ith ICE420 option is 100 watts (,83 amps) •,vher, heating element TRF- T;ple Tube Fluorescent is an. This is in addition to the normal inpm power forlumutaire lamps and ballast. QF - Quad Fluorescent 4.Asai)aNe with 1) 62 option, whkh pavers nvo (2) lamps in emergency rnode. Lamps are wired in pom9e). In emergency mode, should one lamp become inopemb)e, the remaining Combstadats marked with a dot,shawn with "Ul1➢V" or lamp wiA operate with a mintrnunt total initial output of 2.250 lu ntens. S. Refer to "107 Emergency Sconce tape" at page 3 for additional A formation. `200-277"areawilable for ordering. 1611 Clovis Barker Road, San M...c ,TX 79666 PHILIPS (800) 227.0758 (512)7S3.1000 FAX: (5 12) 753.7855 sitelighting.cont - 2012 Koninklijke Philips Electronics NY All Rights Rese, ved. Philips Gardco reserves the right to change materials of modify the design of its product v,ichouc notification as part of the company's continuing product innprovement program. Oft A 791 I5-102`0512 a$ "ARDCO Featuring CosmoPolis and MasterColor Elite Electronic HID Systems Form 10 Square Page 1 of 3 EH / H Arm Mount The Philips Gardco arm mounted Square Form 10 products are cutoff luminaires for high intensity -3- discharge lamps up to 1000 watts. The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing. The H style luminaires are die formed aluminum with a thermoset polyester finish. Both products can accept one of seven (7) interchangeable and rotatable precision segmented optical systems. Flat glass lens luminaires provide full cutoff performance. Sag Lens luminaires provide cutoff performance. PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. PREFIX MOUNTING DISTRIBUTION EH14 14" Square Extruded Luminaire 1 Single Pole Mount Horizontal Lamp EH19 19" Square Extruded Luminaire 2 Twin Pole Mount at 180° 1 Type 1 BLC2 Backlight Control H74 14" Square Fabricated Luminaire 2@90 Twin Pole Mount at 90° 3 Type 111 19" only. Not available above 400 watts. H19 19" Square Fabricated Luminaire 3 3-way Pole Mount at 90° 4X',2 Type IV H26 26" Square Fabricated Luminaire 3@120° 3-way Pole Mount at 120° FM Type 1V Q TypeV 4 4-way Pole Mount Vertical Lamp VS TypeV 1.Type 4X available in 19" luminaires only.Type 4X luminaires, 40OW and below, are supplied with In 40OW and below, vertical lamp luminaires are supplied flat glass lens standard. with an acrylic sag lens. A glass sag lens is supplied with 2. MH/PSMH 40OWType 4X and BLC luminaires require the E28lBT28 reduced jacket lamp. luminaires above 40OW and with 26' luminaires. Medium base lamp, 20OW max on 14" units. WATTAGE VO LTAG E EH / H 14" EH / H 19" H 26" 120 200-277 100MH' 2SOPSMH O 400PSMH' EO 750PSMH Pulse Start MH 1 SOMH' 250PS901t OO 450PSMH' O 775PSMH' Magnetic Ballast 175PSMH 0 320PSMH10 875PSMH 20OMH 0 350PSMH'0 f000PSMH' CosmoPolis" 60CMPE Electronic System 90CMPE (See Notes 5,6,9) 140CMPE MasterColor"Elite 210MCE-3KE0 315MCE-3K(E Electronic System (See Notes 5, 6,9,10) 210MCE-4K0 3151viCE-4K0 Pulse Start MH 250PSE1.6 Q 320PSE1.6.10 Electronic Ballast Standard (probe start) 175MH* MH 250MH* 40OMH*t 1000MH Ma netic Ballast* 250MH*s 70HPS 200HPS 750HPS High Pressure Sodium 100HPS 2SOHPS 1000HPS Magnetic Ballast 150HPS 400HPS * 175W, 25OW and 40OW probe start MH luminaires are not available for sale in the United States. E Wattages marked with Circle "E" meet federal energy efficiency standards applicable to 150 watt through 500 watt metal halide luminaires only. Form 10_EFI_H 10/15 pagelof3 208 CMPE, MCE and 240 PSE types only. 277 QUAD 347 120/208/240/277 wired to 277V. 480 2. MH/PSMH 40OW Type 4X and BLC luminaires require the E281BT28 reduced jacket lamp. 3. Medium base lamp. +Available with vertical lamp optics only. S. UL Listed at 40°C ambient. 6.Available 120V, 200-277V, 347V or 480V only. 7. Requires E28/BT28lamp. 8.Available with horizontal lamp optics only. 9. CosmoPolis and MasterColor Elite systems are supplied with lamp. 10."-3K" suffix specifies a 3000°K lamp and "-4K" suffix specifies a 4000°K lamp. 11. 250 watt Pulse Start Metal Halide with a 90% efficient magnetic ballast. Complies with Cal ifornia Title 20 effective 1/l/2010. Available in 120,208,240 or 277V only. PHILIPS C)p GARDCO O; fin I ( N C N L L L W C 0 IL O rn � N N W Q 1n Lj J z In W Q F 0 W J Q O = N U LAST M. SHIMP � L No. 45183 0 &SIONAL V, CO CO E E Cn to (n O U (n V =D ID < � O U O U N Cn 0-) 0-) O Oy O N O N O N o N O N O � c0 tf)CD � O o�t_0000 CD rl- O o O O > N "I � � c0 O ss Z 0 0 LLL I Z i Ld G Z Z W 0 Z U J W � J W � C W O 0 m J CQ G Date 05/21 /2018 Scale 1 "= 20' Sheet No. C7 OF 9 File No. 16.003 395 390 385 380 375 370 365 360 355 IE3�G�:i1■ifi� - F' ���■�i?liic7l �1 ��/1i■�Ii11�11 i_T I�11�■�I!f� MAMA .. ■I I�11�■�il:l� 'I _ �11��■�al:llii � r � � � � � !I�: on,.NAa-.•xox• � 11 ■MTi■iM�JRI�R.TT>Ls7{�1�L9�3rL1�� - �II�e l . j'2�«Tr•HPnln:a�'�1 � � IIE7Fi_7�� PON11 NEW STORM SEWER PROFILE C8 SCALE: HORIZ 1 "=30' VERT 1 "=10' r Prop. Grade Ex. Grade III- Wrap bedding in Mirafi -� I M 1=1 I I 1=III=III=III=III=III= I -I I M I I- I I=I I I=III= 140N nonwoven filter 60 HOPE - 0-= fabric or equivalent DETENTION _EL.=374 EL -3 I- 1.0' PIPE p 50-YR WSE 371.79 (1) 60 LF - - - - - - - 10-YR WSE 371.75 EL.=371.50- - 1 I 2.0' 2�' --- 1 - 1-YR WSE 371.31 111111= 3.0' Invert 368.50 INV=368. - I-_ 1'0 �I REINFORCED "' I I=1 I I TII _ 11=1 11=1 I I i I STEEL PLATE 7r-' Gravel Bedding 2 NEW DETENTION DETAILS C8 SCALE: 1 "=5' :I'll :I::I t'VUIIIi R. 1M1 TRASH RACK NYQLt•t lU1� ,I L mvN ..Heil,-nNllhm: Nn 395 390 385 380 375 370 365 360 5�55 r--R2.5' 1.6" ORIFICE W. TRASH RACK New Trash Rack 1" Holes 30% Opening Area 6" f,7 N O O O O OOc, Front Section OO0 N 00 000 ��0 O_ Side Section ORIFICE TRASH RACK DETAIL Not To Scale SEE NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL CORROSION RESISTANT LADDER NYLOPLAST HA THE BOTTOM END CAP OR POSSESSIC / I4n R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) SS HARDWARE FURNISHED WITH LADDERS 112" -13 X 1 314' HEX HEAD BOLT, 112" FLAT WASHER, & 112" HEX NUT NOTES: 1. LADDERS SERVING MANHOLES CAN USE DEVIATIONS OF OSHA 1910.27 FOUND IN ASTM C478-12. LADDERS ARE TO BE ORDERED FROM LANE INTERNATIONAL CORPORATION ONLY. 2. CORROSION RESISTANT BRACKETS, WITH STAINLESS STEEL HARDWARE, SHALL BE ATTACHED TO THE LADDER BY THE PIPE FABRICATOR. THE HARDWARE IS INCLUDED TYP. ANGLED ATTACHMENTS, WITH LADDER. MIN. 6 PER LADDER. 3. USE STAINLESS STEEL BOLTS, WASHERS AND NUTS TO ATTACH THE LADDER MAX VERTICAL MOUNTING BOLTS BRACKETS THROUGH THE PVC DRAIN BASIN SIDE WALL. MUST BE POSITIONED TOWARDS 4. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 14-INCHES FROM THE TOP OF THE RISER BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSIBLE. 5. BOTTOM OF LADDER SHALL BE ATTACHED TO BOTTOM END CAP WITH SS HARDWARE SUPPLIED WITH THE LADDER. 6. WEIGHT OF LADDER TO REST ON END CAP. 7. ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. 8. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 36" MANHOLES WITH LADDERS. FOR 36" MANHOLE BODIES THAT EXCEED Ii LADDERS ARE TO BE FIELD INSTALLED AND RISER SECTIONS ARE REQUIRED TO REACH THE DESIRED STRUCTURE HEIGHT. CONTACT NYLOPLAST FOR DOCUMENTATION SUPPORTING FIELD INSTALLATION OF LADDERS. 5 B M P RISER 8c LADDER DETAIL C8 Not To Scale GALVANIZED STEEL STEP NR MINIMUM OF 311 EMBEDMENT ST-1 *4,GRADE 60. REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL M 4 REINFORCING ROD CAL SECTION NOTES+ STEPS WILL BE REQUIRED N ALL STRUCTURES WITH A DEPTH OF 41-0'1 OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 41/211 FROM INSIDE FACE OF STRUCTURE WALL. /.3:iP,P:!E'3H �i-�L'«:.I�i•7cT�i:�3{C•II•T STEPS SHALE WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/a" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNiORMA_Y SPACED FOR THE ENTIRE DEPTH OF MY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST IN PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DAVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221" ALLOY 6005l THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00496A. ALUMINUM STEP SPECIFICATION XVDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 6 MIN. LADDER STEP DIMENSION C8 Not To Scale Is-1 SL-1 05 BARS a fill C-C TYP. NS MAIM:!I .�:I: C 8" C- C-C TYP. �. SHAPE TO ELEVATION -POINT I I I I I ,, r T OF MID OF LARGEST PIPE. I A A L I B B �• -- .'' SHAPE FN ODR 3011 DIAMETER . ��r� 1 .,' OF PIPE ; :•� TT TTTTTT7 I TTT-..�.. A !� � PLAN STRUCTURE CKNESS AND PLAN • 9 SLOPE TO DRAIN TO INVERT ` \vY✓/J OF OUTLET PIPE SECTION A -A m m ..• TRANSITION BETWEEN PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS '''��'+%--':a' ""��". • • • �'. DIFFERENT SIZES PIPES ARE ENCOUNTERED. CLA55 Al CONCRETE CLASS A3 CONCRETE " SECTION A -A SECTION B-B . NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING 15 TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLAINS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF \�� SLOPE TO DRAINAN , \ TO INVERT OF 1. THE STANDARD SAFETY SLAB (SL-O IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET MID/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACIk OF STRUCTURE. OUTLET PIPE ADJACENT SAFETY SLABS SHALL BE B'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, / / ,R '• . '��•: 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. FOR FURTHER DETAILS 1115 BARS B 6" C-O TYP. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE MEAN SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE III I r; VVV��, ;' -•'%� 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE OF THE COARSE AGGREGATE REMAIN EXPOSED. ,• E•� • a CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4D00 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHNTO M31. •, !yr' •r�•i••' •4 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -' 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS ,i •r .••i'. INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS THEM 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). CONFIGURATION AND FLOW LINES. SECTION 1 PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES VpQ-r ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS SPECIFICATION REFERENCE VAT ROAD AND BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES SPECNFK:ATION REFERENCE SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHEET 1 OF 1 REVISION DATE 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.08 108 H 3299 CGR APPRGX_ CHAIN AREA = 43228 SQ iN APPROX. WEIGHT OF GRATE=8T.00 LBB 391 (1a Ell _ s:a,11a aasEry 32D(24") _ _ 3 D4(30'RABFI __ _ 5-OD (24"RABEI 45713[rBASE) 3475 2275 I ATSH 359G 1 i r 221, CNENSICKS ARE FOR REFERENCE ONLY ACTUALDIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A.539 GRADE 7lb.5Cl MTSMEJESCL65E.55ll61Fi.I MATTUlIN W,iICH IX mfly El WTI 31A1.RlWAAVE PAINT CASTINGS ARE FURNISHED WITH A BLACK PAINT NYLCPVST F145a QPRIErAR/NGHas. THE RECEIPT NuEcIR 3m,9 LOCKNG DEVCE AVAILABLE UPON REQIIE:TT SEE DRAWING NO DR POSSES51tlN'LFIHI&PRNTUDESNUT DER BATE fi3-02ffi LM1CRcEALOH T`maS 'tl21JCFNRE TFEItSE�ITiE DE516NOR N O Pxm>T.'i.Zaxa3 Nylaplast' FAX{]i6)932-2d9S 7001-1,D,B6 TE°3JIPAL INFC2MRTION Si IDWNFFBFIN REVISEDBY CCA PRRECT MDJNANE "NEHYIT COEB. NOT HNCLLIDE FRAME RfllCTfN DFms PRINTGRANY NFRRMATIDN TIRE FRAME WITH I B"BASE APPRGX 1235D LG5 FRAME WITH 24'BASE APPRGX. 130.00 LBBLBB GONTAPIE➢FEfgIN. O2 AWMIFpLNREOF WJY IVTE GLI]HU ARnP3g HQffTRdN, FORTFED15CL6RYAtETOi]THHi5 2RA3 FTNCAllBlIXdN/AV 2PEGEauTEAS_SEMBLY FRAME WRH 30'BASE APPRGX 115.60 ISPJf+BWDEN(ERC�TBY9PECIHCWRiTTETx FTi9Yx551DN FR0MNYLOPVST aP.s€r I A I110 9�F imi R,IG III T6H-114226 REM fl NYLOPLAST 2 FT X 3FT ROAD & HIGHWAY STRUCTURE: 32 AGR _ _ X (1, 21 INTEGRATED DUCTILE IRON FRAME A GRATETO MATCH BASIN OD RISER STRUC / 18'MIN WIDTH GUIDELINE B' MIN THICKNESS GUIDELINE TRAFFICLOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDFUNE PURPOSES ONLY. ACTUAL CONCRETESLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, 80THERAPFLICABLE DESIGN FACTORS. t - is•-mFRl,MFS A.GRAlE.9 sIwLHE DucrnE Aux PERAsrM Asas GRAGET�m 2-DRMNeASINFO BECII.T.'OMNINUFACTI]RE➢WGCIRRINGTO PIhNBETPAS- Taxis PRlxrmsciosFssuaaEcrNUTrEx'INwxla+ �SFHIS PROPRIETMYRIc1f55. -a' DRAwxxr ER.c MATERIAL 11aavETmxn.AYE eRG GA905fe 3-DRAINAGE COXNELTIOn HTUH JOINTTI6HTNEHSSHALLCOxFORMTG CH POSSESSION OFTMS PRWTLOES NOTCYINFEA, DATE 622Z -10 P�Nx UTaiss2^,++ AsiM DaxIx FOR 49N{GGAlED HOPE (NCB x-1]IHMIC9R HIIf1WAa0, TRMIHFER, DRLICENB£TIE OSEOFThIEGESIGN [W Nyl6p-lasf FAA RS0)FYt xd9a N-1T HP.i PYcsEvrRTa•-xa"l 4-AOAPT£IiS CAN BE MOUNTED Dx TO TO TECHxrr„LIXFGRMATgx'S+xxNN HEREIN REPRODUCTION CFTI[IG PRINT IXt ANYINFORMAT0.Y APPO BY NNH PROJECT NOJXAME .1 TI„F DEIERIw-INIMUNANGLEDEDYEENADAPTER- CONTMNED dlEREIx.MxANUTACTJRE pF ANY AMYL a3161a DRAIM BAep WxH2FT A3 FT ROAUA XRIHWA.Y GRAZE xG. itlHl.l1uu12 AsncLE HEM,FDR EDnrs-DsuRETR1 :O RHT,ar. sTS WsrALUTIDx PETAA DWG>R£ A SCALE IAa &IFFY 1OF1 DW6 N0. Iasi-110101 REV G 5-RWW aHiGMYAYGR,ATE HHALL MEtT H-2a LDADRARNG. IS FORwIDEPTeY PECwlcwxmaaX T'£RWSGlON NFRWFROM NitiGP1ART. ,R.,�gq NOTE: FINAL DESIGN BY MANUFACTURER. INLET 3 DETAILS Not To Scale 22M 001�JI]J� � 22 X SLOT L01.OGTHRU 3099CGSQ & 3099CGSQFH APPRGX_ GRATE CRAIN ARIA-146-18 SQ IN 'APPRGX WEIGHT WITH FRAME 8 HOOD = 281 LIES 2715 2425 ADJUSTMENT SLOTS . 0 _ - 2x2CURB INLET STANDARD GRATE T nnnnn nrIllrin f� 2725 2425 2.59 230 9.73 HIGHEST HOOD SETTING 20.68 4.73 LOWEST HOOD SETTING 2 X ?CURB INLET FRAME $HDM 3199CGSQFH 575 sal - --- TOP OF BASE PLATE TO TOP OF DRAIN BASIN DIMENSIONS ARE FOR REFERENCE ONLY 12BASEG. 282 1VDG1IT DOES NOT INCLUDE l5RASEII 282 DUCTILE IRON BASE PLATE ACTUAL DIMENSIONS MAY VARY 1611: 2.8L 12BASEC, APPRGX 189*LBS DIMENSIONS ARE IN INCHES 24BASEG. 2.82 15HASEG' API 9$00 LBS GRATE MEETS H-20 LOAD RATNG 3GBASE3::38 0E QUALITY MATERIALS SHALL CONFORM TO ASTM A536 GRACE 70-9M5 24IES BASEC: APPROX.$5:00 USE PAINCASTINGS ARE FURNISEED WITH A BLACK PAINT 3ASEG: APPRGX I LIESL LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.7002-110-0530BAGEG: APPROA $10B SLOPEOFGRATF SURFACE I352% Iu RPx D OffiEH3 BECTxIA H IH WHICH DRAWX BY £8C •A hTML 313x YERORA AYE CURB . APPRGX BRAIN OF VOLUME 13APPROX 1.76 CU FT xrLGPLAHr}N6i �PNLTARY WGHTS. TIIETiE£W'T IwIFDRO, cA]Osie OF GRATE A HOOD oR rossEssraN GF THIS INUNruDES No]rnNF£r{. DATE oa-xsae DucmEmcx Pxw Pralxxx�u3 LOWEST SETTING 37 SO N m+AW`. OR IaEErISERELrg OFTHE DESGN DR r� FAx LT]alea-xxaN LOWESTe 1, 5ETTM,G 246i9 SO IN TECHNN:ril MXFORMATION SHOWN HEREPI R£rtMEO BY GGA PROIELTNOlMAME O Ust- wwnVbRiaelax.am LDWEST+Y SETTING-269.1250iN RErRrmucnDxaFTlns Hwn'TTow.4wY INFGwIAnox� CDNTWNEG HERE9N, ON MANUFACTURE OF ANY DAyE W-0ii3 LOWEST +3' SEFTNG =2N.BO SOI N RRIN:IE REREFROM, F[wTHEULxLDsuREm OFHERS xFIA x Fr GURs Da.ETsrawGAum cxAaEAssEuuY HIGHEST SETTING = 310 87 SD IN s Fammoe,, E]iCFrT eY'SP£CXx WMTTEN PERMISSiDx FROM NY'L�lhfiT. A SCALE SHfEET 1OF1 DWG xO, ]aa?SiFL.w2 REY D NYLOPLAST 2 FT X 217T CURB INLET STRUCTURE: 30 _ _ AGS _ _ X CONCRETE CURB $GUTTER ASPHALT 13' MIN WIDTH GUIDELINE 8"MIN THICKNESS GUIDELINE {2S VARIABLEINVESTHEIGHTS 1YAILABLEACCCOINGTO (1) DUCULE IRON PLANSTAKE OFF) FRAME GRATE, 814DDD - TRAFFIC LDADS= CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DE8I NFD TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC DOMING 8 OTHER APPU ABLE UESGN FACTORS. MINIMUM PPE BURIAL L` DEPTH PER PIPE MANUFACTURER RECOMMENDATTGN (MIN. MANUFACTURING (11 INTEGRATED DUCTILE IRON RED. SAMEAS LAIN SUMP,I ICI aDAPCER BASE PLATE TO MATCH BASIN O-D. ALSORDINOTG I ir;'s (Z VARIABLE SUMP DEPTH WdTERT1GHT.lO1Ni ACCORDING TG PLANS?' ON 17-24'. 10'MM GN 30' (CORRUGATED HOPE SHOWN} R (SPAN BASED ON MANUFACTURING REQ.) a'MINON117-24- .' 6"1 ON 3V (3) VARIOUS TYPES OF INLET 8 IXITLET ADAPTERS AVAILABLE- 4--30` FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL THE BACKHLL MATERIAL SHALL BE CRUSHED STONE OR OTHER AGS&iANCOR SINGLE WALL), N-12 HP, PVC SEWER IIX: BDR 35), GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I., PVCUWV {EX: BCH 40), PVC C900AC905, CORRUGATED $ RIBBED PVC 12--30' CLASS It, OR CLASS III MATERIAL AS DEFINED N ASTM 62321. BELONG 8 RACKFBL FOR SURFACE DRAINAGE INLETS SHALL BE - it -an• FPAxEs, GruTEs, HODDs, a9ASE P,AlE55WNLiNE8A1C[LLE PLACED $ COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. wiMx I-NT AS'IHGRM]ExaNU x - JlPA1N 8RS1N TOH£CUSTWI MANDRALTUREG ACCORDING 1a P[AN OETAxS. TH&PRPlE9BSCL95�3 EUDlECT MATTER IN VMICH 3-DWUNAGE COIYNE[TiGN STU8IONR TIGxDiF_SS SHALL CONFORII.TO HYLOPV+STHRB.Pd{OPRRTARY RYGHIx. TxE REC£WT BRAWNBY £8G MATv,a, ]i34 Y£RONN AYE 8t1fORD GA]a511 AS`xM ,YFDR CfM T PE I. 2MA OR DLWLWAID, 9R POSSF554ON OFTII3 PRAT DOESNOFCONfER, x- SPVO SEWFH'. i4 ,)- TRANSFER, IXi L,CENSETHEllSEOFTHE GESIGY ZY9 ppTE a1-2SW PHNfnal A3za,aR NyloIaS1` FAATTI9}F32 xxBF - CRII XE MOUNTEOONANYANCHEPlO 3ae". ,G TELHNICALINFORMAFONSHOWIMMIN a DETERNWE xSAIMUMANGSE BETN€Ex ADMTERB SEE D'AAWING ROOIIC.HOII tkiHtlSPWNTORANY INFORMAnGN REY6E➢HT MYH AROJELT NO.'wIWE -1aI TIxLE ND. mat-IlG41z cGXruNEG HEREIN. GR NuxucacnlREGFANY DATE m-1a14 DRANIµMfflTR2FTAZfI`CI 8DaET a-ALLGJRx INLETGRATE[dPTI©xslsrawoARoa DIRGONAL]SHALLNEFF P13T�lEMERERiON,FORTiE NSCLOBUR€TO OTHERS giAGNSPEG R1fiTALLAIYlx DETAIL H LORD RAnMG SFO 11DEx, £ALEPTIW Sf'£CIRCwRDTEII ImGs¢E wGAlf WIEET OF1 TaaP MS-0]x REY H PERMISSI ON FRi1M xTUB9AST. OIDI1xI1CRA6l NOTE: FINAL DESIGN BY MANUFACTURER. INLET 4 DETAILS Not To Scale Section 2724 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall be of the road and highway structure type as indicated on the contract drawings and referenced within the Contract specifications. The ductile iron frame and grate for each of these structures is to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The road and highway structure shall be as manufactured by Myloplast a division of Advanced Drainage Systems, Inc. or prior approved equal. MATERIALS The road and highway structure required for this contract shall he manufactured from PVC pipe stock, utilizing a therms -molding process to reform the pipe stack to the specified configuration. The drainage pipe connection stubs shall be manufactured form PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTIvt D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals_ The ftexib[e e!astomeric seals shall conform to ASTM F477_ The pipe bell spigot shall be joined to the main body of the structure. The raw material used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTIyI D1784 cell class 12454. The grate and frame for all road and highway structures shall be ductile iron and shall be made specifically for each so as to provide a round bottom flange that closely matches the diameter of the PVC basin body. The grate and frame shall be capable of supporting H-20 wheel loading for traffic areas_ The metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron_ INSTALLATION The specified PVG road and highway structure steal] be installed using conventional ftexibl(= pipe bacicfiil materials and procedures. The baekfill material shall be crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321. Bedding and backfill for the road and highway structure shall be placed arid compacted uniformly in accordance with ASTMD2321. The road and highway structure body will be cut at the time of the final grade. No brick, stone or concrete block will be required to set the grate to the final. grade height_ For H-20 load rated installations. a concrete ring will be poured under and around the grate and frame_ The concrete slab must be designed taking into consideration local sail conditions, traffic loading, and other applicable design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines- 9 NYLO P LAST STRUCTURE NOTES C8 Not To Scale 1+•'I LIST M. SHIMP) L.I - Nlo. 45183 01 4 VDOT INLET SHAPING & SAFETY SLAB DETAILS C8 Not To Scale �4„� 2" R a '.a _A SEE NOTE 4 a- .a' a- 4„ 6„ �2 RADIUS 7V2" a A 15'. a SURFACE 1f � a:a M. a . a BASE a•_• a.'a• SURFACE BASE SUBBASE 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 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 APPENDIXEATOFFOR T THE DOT ROAD dESIGN MANUAL. SPECMTIN REFEISCE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 201.01 CURB DETAILS. C9 Not To Scale GR-n GR-11 PAY LIMIT GR-2 8" X 6' SOL PLATE TIMBER POST ANCHOR PLATE 4" DIA ANCHOR CABLE Epp SECTION PLAN SEE To GR-HDW -B" X 6" TIMBER POST rANCHOR PLATE SEE DETAIL SEE DETAIL GENERAL NOTES: J. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 77:: TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. NIN 5. BOTH SIDES OF HE TO RAMPEFLOOR,MID'DEPTH OFiRAMP FRLOOOR.CMNMUM�ONG 1� CONCRETE COVER 1IY2". 12`t MAX- y 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 !7 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE ; UpX HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S ��'-y' UNOBSTRUCTED STABLE, FIRM AD SLIP RESISTANT PATH CONNECTING ALL --� �, ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED .5 *)K AND USED BY PEDESTRIANS. J1i"- S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT a(, 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 PERPENDICULAR TO THE CURB. AT)K)K ,SAME AS TOP OF CURB 9. TYPIG��j,�1�jCpANCRETE SID ALK IS 4" CCK. HE THCE ENTRANCE RADU CANNOT TYPE C TRAFFIC, REFER TTO 3T DNARD CG 113, COMoERCIALENTRAIrCE HFEAVYTRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1 6" - 2 4„ =-NRUNCATED DOME 0 0 Oil0 O O O O O O 0 0 0 0 0 0 00000000000. N0 0 O O 0 0 0 0 ON0 0 0 0 0 0 0 0 0 0Z 0.2" 507 - 65Y OF BASE DIAMETER 00 0 0 0 0 0 0 0 O0000000000 1-3 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET , of 4 CG-12 DETECTABLE WARNING SURFACE REV, 7/05 GENERAL NOTES D2 203,05 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 •5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C Ej CONSTRUCTION -11 5' MIN. JOINT 12:1 MAX 77 z 12:1 MAX f B 2' "� B RAMP Y L (SEE TPBLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS(NTn0ct 5'-0" MINSHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 20 :1 48 :1 II II CROSSWALK II II SECTION A -A TYPICAL PLACEMENT 1�2' MIN.�I AT INTERSECTION II II WITHIN CROSSWALK ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. �5' MIN SRETMATIE CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV.7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 2 CG-12 DETAILS C9 Not To Scale BEARING T MiT AND WAS6 '► I Q I MAX.AX 3" 4MHEX. BOLT AND i� LONG WITH WAS TWO (2) j{t" FIX. BOL AND NLITss 10" LONG WRH WASHERS ------ A TA.-dA HOLES y SOIL PLATE DIA D ' .E E ANCHOR CABLE SWAGE CONNECTION TO THREADED STUD SHORT WOODEN POST A tg" 4" 1 4" , 2" 0 0 0 STEEL DETAIL A TUBEDATION I I I I I I SOIL PLATE I I DETAIL B 4.1 HbLEDIA 2 q 3•• , 1 5hEL 2 D PLATE „ HOLE IA IA TS B"X6"X%" BEARING PLATEEEL STEEL FOUNDATION TUBE A� EIGHT (B) "DIA HOLE < . ATE ONE PIECE ANCHORST NOTE. ANCHOR PLATE DETAILS COLD FARM TO RUN OFF COONNDm®ANS ONTDI�VIDED HIGHWAYS. SECTION A -A ®`° TRAILING END TERMINAL TREATMENT SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET , OF 1 REVISION DATE 505 5QL20 VIRGINIA DEPARTMENT OF TRANSPORTATION 221 GR-2. 2A J 4" - 3,000 PSI CONCRETE 4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE 3 TYPICAL SIDEWALK SECTION C9 Not To Scale 1.5" OF SM-9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 � O�O�O�O�O�OO �O� 6" - VDOT #21 A BASESTONE IIIIIIIII-)III COMPACTED SUBGRADE MIN. CBR=10.0 TO BE FIELD VERIFIED TYPICAL ASPHALT PAVEMENT SECTION Not To Scale 5" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE 5 Dum ster Pad Detai C9 Not To Scale TREATED WOOD GATES FINISH TO MATCH BLDG5 DUMPSTEIZ ENCLOSUfzE )K 27y4'' MIN - 28 q" MAX RAIL HEIGHT If III GR 2 GR-2A (W-3" POST SPACING) (3'-1Vz" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES - GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER_ FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501,D1 AND 501,02. RAIL ELEMENT' ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND t50 FEET. ALL GUARDRAIL POSTS $HALL DE SET PLUMB. POST $HALL NOT BE SET WITH A VARIATION OF MORE THAN A" PER FOOT FROM VERTICAL. W-BEAM, BLOCkOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 565 OF THE SPECIFICATIONS, ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A. HEIGHT OF 273'd' MIN - 2634" MAX AS MEASURED PER STANDARD GR-INS. ALL W BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF vEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE PRC'ST FOR STANDARD GR-2A SHALL BE APPROVED P." THE ENGINEER PRIOR TO INSTALLATION. x OPTIONAL GR-2A METHOD OPTIONAL GR-2A METHOD USING !TESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF P05T FOR GR-2A THE POST SPACING WILL BE 15`3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LINE LS FLARE RATE FLARE RATE 70 9' 304 15:! +F 60 B' 26;1 1,1:1 50 6.5' 21:1 11:1 xF 4D 5' 16:1 8 ' 30 4' 1311 7:1 k 21'8" I BOLLARE)_-� DUMP5TER NOTE: ENCLOSURE BRICK SHALL DUMPSTI=F?, PAD PLAN MATCH THE RED BRICK OF THE HARDWARE BUILDING CLOSEST TO THE ENTRANCE CORRIDOR. BOLLARD DUMP5TEP, i 4 x 4 STEEL COLUMN (TYP) CONC. PAD SEE DETAIL 5 SHEET C9 DUMPSTER PAD ENCLOSURE DETAIL Not To Scale B.. P %" WASHER `'/g"x18" BOLT ^ �q" HOLE � & NUT = _ - _ - < 6"x 8"x1'-2" TREATED PINE BLOCK OR q" HOLE -Y4„ $ RECYCLED MATERIAL. GALV. STEEL 10D wo COMMON NAIL w 6"x6"x1'-2" SEE NOTE 5. In6" WIDE BLOCKOUT TREATED PINE BLOCK g 13 4., 0 TREATED 514 SOUTHERN PINE - ^ I =_ �9 7q„ HOLE I 5x8 WOOD POST �31e 4"x 8"0'-2" TREATED PINE BLOCK. THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE ��I 4" WIDE BLOCKOUT SPECIFIED BY THE ENGINEER IN THE PLANS. iF'06^ LSI LU MAx IMUM F_A E MAIL FOR SEMI -RIGID BARRIER SYSTEMS. '�'+ D07 A DOPY OF THE ORIGINAL SEALEL'- ANL SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE SHEET , OF 7 TaEVISION DAT (STRONG POST SYSTEM) -_1 221 5D1.04 36 06/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 NOTE: INSTALL GR-2 WITH RED- RUSTED/OXIDIZED FINISH FOR RAILS. USE TREATED PINE WOODEN POSTS SPACED AT 6'3". GUARDRAIL DETAILS OR-2, 2A r - q" HOLE 6"x6"x1'-2" TREATED PINE LOK OR Yq„ 6 RECYCLED MATERIAL FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN T-O" STRONG POST 6'-0" POST GUARDRAIL REOUIRED 9 TFeAF R Ty DETAIL A POST MAY BE HOT ROLLED OR WELDED. `" _y 6" GUARDRAIL INSTALLATION II I II I HOLES � SITES REQUIRING LONGER GUARDRAIL POSTS NOTES: a - - II x90" BOLT 6"x8"xI'-2" a TREATED PINE 1. ALL BOLTS, NUTS, WASHERS, AND OTHER II & NUT ,,, BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. II II RECYCLED w MATERIAL N 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY II BE INTERCHANGED ON ANY ONE PROJECT WITH II W6xB.5 OR z THE RESTRICTION THAT THE SAME TYPE OF W6x9 POST AND BLOCKOUT MUST BE USED IN ANY II II 0 SINGLE RUN OF GUARDRAIL. II OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE GALVANIZING `O JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 AND 501.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE II TOP OR BOTTOM OF BLOCKOUT AFTER %" x 1B BOLT IS INSTALLED. HOLES IN POSTS AND BRACKETS TO BE �q" Dlp, CRT POST STEEL POST A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, lVD❑T STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 5G1.05 375 is 2 5' ER'Ea-2C rR 4.25 4252C 3875 ' 1.5 IF 75 2.5 R7-8 NO PARKING LEGEND - GREEN (RETRORER), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND --• WHITE (RETROREFL) *Reduce spacing 5O°k_ '"See page 6-31, **See page 6-2 for arrow design. U I t I " J L V N E CESSIB 14 F R'F-BI A 6 C O E F G H J K L t7 5 375 .438 1.5 150 5 14) Ian 3.BMW 15 IB -B 375 .AM VM 26 1 t5U 24ffi 571M 15 PAfWJNGAPPLICAT*N OBELTI(1NAL APPLCATIDN CDLDR4` LEGEND-GREEN(HEIRORERECTNEYUR BLACK WLMS: LEGEND-WHITE(RETR(RtEFLECTN€I BACKOMW -WHTE (RETROBERELTNE) BACKGRDIRND -BLUE (RETROREFLEGTNEI TOW -AWAY ZONE PENALTY S10ONNN 500 FINE R7-VP 1 8 HC-VAN SIGN DETAILS C9 Not To Scale LIST M. SHIMP) Li-, Nlo. 45183 0 Not To Scale