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HomeMy WebLinkAboutARB201900096 Plan - Submittal (First) Site 2019-09-04MAJOR SITE PLAN AMENDMENT TO SDP 201 G- 12 FOR LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 x 125- SPOT ELEVATION 165TW x 125TW TOP OF WALL ELEVATION 165BW x 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER - RD RD ROOF DRAIN = SEWER LINE - e"w - 6"W WATER LINE -GAS- GAS GAS LINE - DHE- DHE OVERHEAD ELECTRIC WIRE - UGE - UGE UNDERGROUND ELECTRIC - DHT - OHT OVERHEAD TELEPHONE LINE - UGT - UGT UNDERGROUND TELEPHONE LINE D [4"1 DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C C PLUG ®`"V WATER VALVE & BOX ♦ .� FIRE HYDRANT ® ®" WATER METER �� ♦� LIGHT POLE f 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 - 12 - INTERVAL CONTOUR - 300- - oo - INDEX CONTOUR CG-2 CG-6 CG-2 CG-6 STANDARD 6" CURB COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT - CROSSWALK M�MM HANDICAP ACCESSIBLE AISLE ® A7\ CG-12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 2300 HUNTER'S WAY TAX MAP 07600-00-00-049AO 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP cr-e i im. oi.i nnnv iiii o1 1;~77 Harin;3 T,�auritial 1;d 's k 5v QJ U) ,� 11D l Transpoaat14F1 u7 UIPS C11s I'.omer Center ■ Deparirr3el3t a y SITE :�X IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER SKEET C2 - EXISTING CONDITIONS C3 - SITE PLAN C4 - UTILITY � GRADING PLAN C5 - NEW LANDSCAPING PLAN CG - TOTAL LANDSCAPING PLAN C7 - LIGHTING PLAN C6 - SITE DETAILS SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL DATE OWNER / DEVELOPER Owner/Developer: Heartrock Farm, LLC. 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) -Rear & Side Building: Buildings separated per building code. -The Required minimum setback for both building and parkinging is 10' and there is no maximum setback. -No minimum setback because parcel fronts Rte 250, a principal arterial highway. 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 with Additional Off Street Parking New Drive-Thru Coffee Shop: 520 SF No Public Restrooms in building. Drive-thru has single lane, window faces away from Public Streets. New 2-Story Retail Building (Hardware): 5200 SF (4200 SF Sales Area) with Additional Off Street Parking SIGNS All signs shall conform with the MUTCD Guidelines. Drive-thru Order Sign faces away from Public Streets. LIGHTING Proposed outdoor lighting locations are shown on Sheet C6. 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 CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 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. PLACE MATERIAL IN 6" LIFTS. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO295D), this property does not lie within the Zone AE 100-year flood plain. PARKING SCHEDULE Automobile Service Station: 1 Space Per Employee + 2 Spaces Per Service Stall 1x4 Employees + 2 x 5 Bays = 14 Spaces Required 16 Spaces Provided Retail Building: 1 Space per 200 SF of Retail Floor Area (80% of Gross) 5,200 SF x .80 = 4200 SF / 200 = 21 Spaces Required 25 Spaces Provided Drive-Thru Coffee Shop: 1 Space Per 200 SF of Sales Area 540 SF / 200 = 3 Spaces Required 4 Spaces Provided Total Number of Spaces Required: 38 Spaces Total Number of Spaces Provided: 45 Spaces (includes 2 handicap van accessible spaces) WATER & SANITARY SERVICES Water Service will be provided by existing well. Sanitary Service will be provided by an 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 14,485 SF of critical slopes within this property. See sheet C2. Critical Slopes disturbance is not 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 6,420 SF 10.1% Pavement 22,093 SF 34.7% Sidewalk 3,865 SF 6.1% Impervious area 32,378 SF 50.9% Open space 31,234 SF 49.1% Total= 63,612 SF (1.46 ac.) 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 5,200SF 39 10 10 7 7 Drive-Thru Coffee 935 520SF 239 34 34 35 35 Total 1 358 1 53 1 49 1 47 1 51 12. 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. PLACE MATERIAL IN 6" LIFTS. 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 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 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. 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, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE 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, 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 ASTM D 1140, NO. 200 SIEVE. 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 ADJACENT TO THE BUILDINGS OR STORM INLETS. 16. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 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. 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 FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 19. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. IF �,,,PLTH OF O J� v JUSTIJI11iCHIMP icy 45183 w� ��`�'�jONAL ��� VIRGINIA DEPARTMENT OF TRANSPORATION T.M. 78-49B LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE —BRIGHT EYES COMMUNITY CHILD CARE CENTER PAVED CURRENT ZONING —HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR I I D.B. 4482-425 D.B. 1235-5 PLAT �c I 30" \ \ I I X 14123 \ \ MAILBOX WALNUT \ \ I \ \ I X d \ I #234 370 � \ \ I GRASS GRASS \ \ \ \ I I\ "Sc`GA; BRICKSIGN \ \ \ V I� �( \ X �( I X Ix 9 I \ X X I I DW PIED TEL / r v \ \ O Gar' A \ \ V A I V A \ I / DW 15" DBL/ \ \ I p I 012= \ RO \ o \ \ \ N °42.06't 401.05\ - -- -- -- -- -- / �Z T \ \I I \ M . 78-4gA\ \ � _P tic n _ _ 9� - - — I\ II \ T \ Conc�ete Dumpste - — 9p� S_ _ — S S S\ S S S / / S S 1 \ = L U I \1. \ Pad W. 6 Brick t� �� eo / /r/------�---------1 I 970 \ I \ EX. \ `I H E A�\T R 0 C K FA M LLC �Enclosu�e CG_2 s,,s 40 Ret. Wall X EATMEN� F� D . B . 4611-4� gg l 1 AREi �' \ D . B . 688 636 PLAT _ MACCESS ANHOLE cos - ; / 2,006; SF \ \ Ls3 TOP=388.29 +ACCESS—WINV=37 . \S �� /_DR_AINFI/F,LD A0 R o D TOPN388.00 .o to, _37R� n 8 (PrIm ry a , HLY NEI � O�� Z *0 I , re ° �LS+B CD 18 LF OPAVEMENT � 1 I \ \ 1 I ��� _ 4' / z I c -2 \ I I wz =I ew I 6" _ 4' \ I I m I I I DW° LS roITEMSI 0 4 y / L/-0 —/ /- \ VGA T, I g I IN BOLD TO --�' -------- \ h o I ;�ZI� BE REMOVED (TYP.) \ Q AUTO REPAIR Z \� I I I \ D a SHOP 1\ I I I I 4W EXIS o ° FFE=390.0 1 �� m O V I I I I ANDSC G \ I CD LIMITS OF _��rn--- - \ I ,. — �, I PAVEMENT \ I n I 1 A DEMO 60" HDPE d IST/ 1 CD LTI ;, I I I HLY Detention Pie 3 Runs of 93 LF a po V II CO AI I �I Inv. = 378.26 ao� �� �' I I I ------------- 41 o /, II I I o b � 0 SEPTIC FHA v� I I UB(Hq ® DEMO CURB & 4 I I I 6'BW � 18 LF OFF PAVEMENT \ 89 v R R 1\ I I I 1 \ 9 0 0 90 �S T I\ I I S I LS N \ a I I \ I CG-2 8946 Q 1 N 8DI-36 x II BRICK V I Top=386.92 \ I SIGN I n q S \ Inv 378.22 v I GIB 6" 6'BW m� I \ �� :' � EEC Private �— — SIGN _ I C DW° \ --- ' \ I A SCPIN \ I N� toeITEMS IN BOLD TO'ell `` O � e ' DI� 3c BE REMOVED (TYP.) — — \ S . o 9- t p=3�4.00 / \ V. Out- 0.35 MH LEGEND \ GL \ CC \ ° ass 01 / T \ I 6 BW LS \ \ N ! �N 86 SE 1 ' OHU HL _� , \ CV \ oHu Hu ° 1 E _ 865 � 0 6 - OHU ou 6" \ \ ° 5 CON P\P \ Inv. ut=37 . <• CG— / coN Q�\ \ \ �� ' CONC DITC Dw , = 89 °59 ' 50 IP= \ - � \ R =40.00 STOP L =62. 83 ' I SIGN T=40.00' /100,— \ C13=S51 °57 ' 4 W / / INV 5CONC T1TCH / '375.50 \ / / / 35IN= 5.86 I CONC / j / > /> > C = 7 V / CB S 47 E \ PAVED I CRITICAL SLOPES(SHADED AREA) I I / I I I m _ I PR DU CED BY CONSTRUCTION OF I I — �vE I o j — S _&Y_ EX. ROAD CU I �I 1 T I I Z DI-3B / I C—\ / I / ' O � \ � / YW� / 4G� X. 15" CONC PIPE — 0 RHO GAG 0INVERT / ' UPS SIG— 371.07 — — — � SOX j moo DROP RHO GN 359.91 EX. ENTRANCE 370.96 INV OUT= Wo R 0 366.17 UTILITY / UTILITY BOX I � BOX INV OUT= 355.06 I I V"PLTH op J v JUST HIMP is .45183 ��`� �joNAL VO ]o C n I- 0 10 7,0 CD C 10 Irn 0 D C3 01 O OHU 0 U OHU ILITY I 'UTILITY BOX I BOX I � I 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 1 GRASS -RkVED EX. ROAD CL GONG O\jON / / DI-3B YWF � UPS SIGN DROP 371.07 -BOX 370.38 370.96 INV OUT - EX. ENTRANCE T= 366.17 LEGEND HATCH TYPE DESCRIPTION 16 SPACES RESERVED FOR VEHICLES AWAITING REPAIR. EX. ASPHALT PAVEMENT TO REMAIN NEW ASPHALT PAVEMENT DISTURBED CRITICAL SLOPES 4-V,,NLTH OF O L 'oo ff � J v JUST �HIMP ic. 45183 S10NAL E��� 370 I FA C I --I O 10 zo O C 10m D fU 0 Ul O - OHU 0 U OHL I n 0 -- nH nHo � �O JUSTa4,10Hrnrn a Sicy 45183 tN w SIO AL C'� I \ \ 1 I o I 370 , \ \ I I \ I \\ \ I \ \ \o ! — \ 0 �00 LIMITS OF DI TURBANCE/AND XTENT \ I I II OF LANDSCA ING NDMENT I \ c0 rn \ \ I I C n z • ' ` I �� III of � CD o a:) — -\ I I I I I ° I - �� D I 0 0 \ I I I 0 I \ I � a \ I II I I I I LIMITS OF biSTURTAN E AND EXTENTS \ I OF LANDSCAPING ME \ o I I I �o I L—\ I -- I I III I 0 \ ` CP I \ I II I I \ I \ v \ \ ` 82 / \ HU 0iu \ OHU OHU \ I Sl \ - OHU OHOHU U w, — TREE- PROTECTION- FENCI! / 06O\ — I I PAVED I EX. ROAD C4 I I I I nHo � nHo Wo 20 0 20 40 60 _ nHo / / I / SET TRUNK PLUMB. SEE Scale: 1 "=20' PLANS FOR EXACT I LAYOUT AND SPACING. I TREE TIES, SEE SPECS. 1-112" SQ. OAK STAKES SET 180 DEGREES APART SEE PLANS FOR EXACT LAYOUT. SPACE FINISHED GRADE PLANTS AS SPECIFIED IN PLANT LIST — OR AS SHOWN. ADJUST SPACING AS APPLY 2" OF MULCH AFTER NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE PLANTING AND WATER LANDSCAPE ARCHITECT. THAN I " ABOVE FINISHED GRADE THOROUGHLY MULCH 2" DEEP 4" COMPACTED EARTH e IMMEDIATELY AFTER Q4� �� Q 4 4 REMOVE BURLAP FROM WATERING BERM PLANTING AND WATER Do 4 TOP 1/3 OF KOOTBALL THOROUGHLY. 4 EXISTING GRADE 3" TALL WATERING PLANTING PIT. p BERM PREPARED SOIL FOR SHRUBS o o FINISHED GRADE PLANTING PIT. SEE SPECS oo FOR EXACT REQUIREMENTS, PLANTING SOIL, AND 1/2 BALL PLANTING SOIL AMENDMENTS. III I I DIA. MIN. I II w REMOVE BURLAP & SOIL SURFACE I STRING FROM TOP 1 /3 ROUGHENED _ _ _ _ _ OF ROOT BALL TWO TIMES TO BIND NEW SOIL I I — I=III=I =III=I I=III=I I UNDISTURBED SOIL BALL DIA. (MIN) SHRUB PLANTING DETAIL 2 TREE PLANTING DETAIL q5.)Not To Scale q5,,,)Not To Scale I 1\ \ \ I v x X 'X 0 Ln 0 I NLTH of 0 J v JUST HIMP iC .45183 C ti� L NEW LANDSCAPE SCHEDULE plant Min. 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. 1 419 419 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. 17 14 238 Evergreen Screening g g Rhododendron Rhododendron 2 H t. 26 13 338 Shrub >> PJM Elite >> PJM Elite Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2' Ht. 18 14 252 NOTE: CANOPY FROM 10 YR GROWTH TOTAL NEW CANOPY 2989 cn o a� a �' a U � O � C/O cn � U o cn a Q a� 00 rn rn rn o000 cil �I �NNNN N O O N O 0 0 LL 0 (� Z i CW G z Z CW G 0 Q z U J W J W � r u! W 0 0 mJ CQ Q G Date 05/21 /2018 Scale 1 "= 20' Sheet No. C5 OF 8 File No. 16.003 DRIP LINE SNOW FENCE o 1 I I W \ o I o 1 \ I W 370 �z X 9" 1 TEL j \ Z \ \ \ \ XX I 1 DW / DW 1 � W 1 0 � 0�00 \ + \I \ \ t aa c� cn , O CD I L II Z CD \V I I I II — —CD — I I I I DR-) o Lr1 I I II CD I I I I o I I I I \ I II I I 1\ I I I I I I I I\ I I\ I I I 0 I I I I III I I \ A- I \ II I I I I IMAPLL( d I / r �' F- 0 L,Aj � � , — / iCoauty of AJh�Jmtlrle W . \ ° / Conservirl-an Pltn C'hezkIlit —Tu be pJtfed on Landscape Plans Lj (nondbaol4 pp tT 464-111-21l7 for complete spetlGcationq / I I d Q // ///lolle�rlo irem C( Q W Al / � o ° j / / Trees to � / be saved- w / / I ❑ f / Ljmks of u'.cwing (cuisidt driplinc of bees to Im Raved): W 0 j I � / L �_ Pcoi-otl and type of prctectivr feskng aQ °' / I d / / / I / / / / Grade chmges requiring ute wellsar walls; o I ✓ PrO trQneh ing or t�ltinel ing bcgood the [irons of oCA 0lcar ink. \ a° I / / / / / I � s to be saved shal I be marked wish prrnt ur ribbon at a hoight clearly visible to equip-nmt opmtors. No "ine Ball begin until xhe tree mukmg has been inspected and moved by a Comay Inspr�tor_ I 3.EMCgHFWqCdM.Ccnrerebce ��PLTII OF / Trrc prey: wamon and prorettion measurs% shadl be roviexind with 1hv conlrKwr on site. O� 4, Equinment Oinerodim and 5toro r: ` r II d / / Heavy r�µiptrye�r, veltiti ul � IrafFlC ring stotaec afcvnstruotFon muturiab iedladitrgsoUshall not be permitted within the dripkTMnf tft� p J A I / / / / / 1 �o br saved, U JUST HIMP ic. 45183 I I ° .P �— / � O� 5, Sail $rusiau a� wtan4rt�i<t Dst�itiuu Drvlceat \ Such devices shall not adverseW nirect treesto be saved_ - - - - - - - - - - - - - o �(0 Q� 6. Firm: \ I I CP I Q \ / lL tires are not pmrn ttrd %with In IOU fW of the driplind of trees to be saved_ ` JONAL Vo i � — — � � \� O// _ 1o�k materials email nQ# be st�lrtd w ilhin lfl�] reel of !ht driplinr nF traix tta be sewed. lve F_enrlR j \\ o ^Q� &F Trees to be retained within 40 Feet oft propusrd bulldJnp, nr wading a.-d ty Shall bK prjtrtked by fencing- UrP0 i.36a., shall be is plac-e aid 5W I Ire anspvOed and approved by a C-ounty Inspt elor prior to grading -or construction_ Gj ^1 ffJ When the grawntl Itvcf must he raised wilhin the dripiine ora tree is he Raved, eh Tree well 9UI br grokided Eind a con.rtmrti an d� Subnitted far oppra'ra]_ oo / \ O� a \ 10. TTrree Wills: cn G When thcgiimmd level must be to d within the diipEo3ra Iree is be saved, a ircc wall shall be pro%�ded, and a eonsaucaiae wail — .o — q° au�bmin d rear npproval_ � o (� a a EEaE L- \ ° \ [I. Treoehlo and Tunnelingv D o N \ \ \ -7 What b=hing is regviirad within ihp limits 4rcf�LLTin& It shall be dour as far ewsy frwo the trunks of trees as posubla, Twweling U c� \ \ ugder � lxge Free x�dll be ransidard as an altmnatiue whets it is Wlic pated that necessary trrndiing wikl drsauy feeder roots. o c a c M r OHU OHU\ \ I v 2 \�� 6 8 0 cb / v 1 oHu okJu oHu Hu ° I \ \ \ \ / \� E'rote#iwe rencii�gdl be 413e lasrt items rcmavrd ding the fine] tltarsup, CO \ _ \ / / I3. [}um■ ed Trees; Datei;rgcd .roes �haE? be prated immedialrlylay pruning, fertiiIiiation mother tnethods recommm¢od by -a tees spe6,iialbm, I v v v --T E PROTECT+QN FENCING- / No,rE; i i 1�A RJE. DEV E1,0PEJIR'S R99PONSIDILlTV TO CONFERWITH 17 E CONTRACTOR ON TREE CONSEItYA-nON 0 � oo rn rn rn I\ �\ \ \ — j / sllr�rs. � o 0 0 I `~000 CIA CgJ+rTitAC1 PURCHASER SIGNATUM tDATE1 I I W o I I I I \ PAVED IIEX. ROAD C4 I I I / I I I II �o o aHo _ j I / — nHo � nHo aHo Mo — / 20 0 20 40 60 Scale: 1 "=20' � I I 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: 12,248 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. 20,592 SF X .05 = 1030 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. TOTAL POST—DEV LANDSCAPE SCHEDULE Plant Min. 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. 4 419 1676 B Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 +8 Large Shade Tree Nyssa sylvatica Blackgum 2.5" Cal. 4 151 604 o Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 7 419 2933 + Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 8 124 992 Evergreen Screening ShruEvergreen Ilex glabra NigraH nklly erry 2' Ht. 17 23 391 Screening Shrub Viburnum pragense Prague Viburnum 2' Ht. 18 44 792 Evergreen Screening Shrub Ilex cornuta "Burfordii Nana" Dwarf Burford Holly 2' Ht. 31 14 434 Evergreen Screening Rhododendron "PJM Rhododendron "PJM 2 Ht. 38 13 494 Shrub Elite" Elite" Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2' Ht. 18 14 252 NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 12248 Q 0 (� LLL r Z CW G z Z W 2 O Q z U J W J W � u! W 0 m 0 J 7 CQ Q G Date 05/21 /2018 Scale 1 "= 20' Sheet No. C6 OF 8 File No. 16.003 • • 20 40 •• Scale:• 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 FOR RATED 12500 LUMENS ❑ 1 PHILIPS GARDCO EH19-BLC- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-BLC- 250P.IES 22000 1 250 250PSMH 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 250PSMH ° 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. NLTH 0 �o v JUSTJACHIMP icy 45183 C SIONAL ��Cs EL_=37-1 EL -373.5 395 390 385 380 375 370 365 360 355 �I�III� '1111- =11110 . �-IAm :or,Illl:a��:�ii G. ��� ■ in imp �I �11�■�Ili'f� � � 11 .' 1 .I�, � II �MN■■■■■■�!C•�RTSi�s7�iiil9�3y:1�� �ILL�:In��■�YMlr3:�7G���la - �11��■JC-� 11 , i 11 1 1 11 NEW STORM SEWER PROFILE C7 SCALE: HORIZ 1 "=30' VERT 1 "=10' Prop. Grade ) Ex. Grade Wrap bedding in Mirafi 140N nonwoven filter fabric or equivalent p 50-YR WSE 371.79 10-YR WSE 371.75 _ _ 0 1-YR WSE 371.31 Invert 368.50 .-, Gravel Bedding 2 NEW DETENTION DETAILS C7 SCALE: 1 "=5' 395 390 385 380 375 370 365 360 5�55 60" HDPE DETENTION PIPE EL_=371.50_ _ INV=368.50_ _ L_ REINFORCED STEEL PLATE SEE SHEET 3 OF 3 FOR A �rC�//rBEARING PLATE DETAILS Q� SPACES AT 1'- - / ,SEE NOTE 6 C (TYPE I ) TWO SECTIONS OF W-BEAM RUN ON ONE SET INSIDE THE OTHER 6/' DIA. EXP. ANCHOR �A PLAN BOLT 6" LONG DIA. EXP. ANCHOR (FOR STANDARD GR-FOA-I, BOLT 6" LONG WITH TYPE II RUN-OFF DETAILS, WASHER SEE SHEET 3 OF 3.) 6' 9ye" 451/2" LL I Yn � �� REFER TOTSTANDARDCURBOUIREDMC 4. AND SECURED WITH %" GUARDRAIL BOLTS III I I I I I LJ 3 LJ 4 LJ 5 LJ LJ 6 7 THREE 5/e" DIA, EXP. I I I I ANCHOR BOLT 6" LONG WITH WASHERS. 9 1 2 ELEVATION NEW BRIDGES - ATTACHMENTS ONE WAY TRAFFIC - RUN-ON, 2-GR-FOA-1, TYPE I - RUN-OFF, 2-GR-FOA-1, TYPE II TWO WAY TRAFFIC - RUN-ON, 4-GR-FOA-1, TYPE I EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS. TWO SECTIONS OF W-BEAM g ONE SET INSIDE THE OTHER. I 2 ,o ? � 1 rACHMENT P T 1T R AR T R R GR-FOA-1 k-1 TYPE I MIN. 4 SPACES GR-2 OR TERMINAL END TREATMENT NOTES: �B 1. FIXED OBJECTS MAY CONSIST OF BRIDGE RAILS, ABUTMENTS, PIERS, RETAINING WALLS, OR OTHER FLAT SURFACED STRUCTURES WITH VERTICAL FACE. 2. BRIDGE RAIL ENDS AND BRIDGE PARAPETS MUST BE OF ADEQUATE STRENGTH TO ACCEPT FULL IMPACT LOADING. B 3. GUARDRAIL COMPONENTS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS. 4. POSTS 1, 2, 3, 4, AND 5 REQUIRE AN ADD- ITIONAL HOLE TO ATTACH BLOCKS AND/OR RUBRAIL. RUBRAIL IS NOT BOLTED TO POSTS 2 AND 4. 5. BOTTOM WOOD BLOCKS LOCATED ON (LENGTH AS REQUIRED). 6. APPROPRIATE LENGTH %" DIAMETER ASTM 2 2A449 HEX BOLTS WITH WASHERS MUST BE USED WITH THRU DRILLED HOLES AND A /e" BEARING PLATE ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 7. DRIVE NAIL WITHIN 2" OF THE TOP OR OTTOM OF THE BLOCKOUT AFTER " X 18 BOLT IS INSTALLED. Li LJ g g 8. SEE SHEET 3 OF 3 FOR RUBRAIL BLOCKOUT DETAILS. BRIDGE TERMINAL OTHER FLAT STRUCTURE - N N 9 9 ' a� GALV. STEEL 10D N N >',• ' - a COMMON NAIL. a •. SEE NOTE B. o o •; • n m 5/. GUARDRAIL , SEE NOTE 6 .e ;.e '� -1 BOLT &NUT. SEE NOTES 4 & 5. e I . <�. LJ L SECTION C-C SECTION A -A T ITEM MATERIAL/SPECIFICATIONS/NOTES D GUARDRAIL BOLT AND RECESSED NUT O STANDARD 6" x 8" WOOD POST AND BLOCK O STANDARD W-BEAM TERMINAL CONNECTOR O STANDARD W-BEAM RAIL X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE ST'D. GR-HDW) ©RECTANGULAR PLATE WASHER (SEE ST'D. GR-HDW) OBENT PLATE RUBRAIL (SEE SHEET 3 OF 3) OC6 X 0.2 RUBRAIL (SEE SHEET 3 OF 3) 8" X 8" X 7' 6" LONG WOOD POST & g O 8X 8 " " X 14" LONG TREATED PINE BLOCK OR RECYCLED MATERIAL 10 WASHER FOR %" BOLT SEC ION B-B SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VDOT' REFERENCE W-BEAM GUARDRAIL - FIXED OBJECT ATTACHMENT ROAD AND BRIDGE STANDARDS sos FOR USE BETWEEN VERTICAL FIXED OBJECTS AND GUARDRAIL (WOOD POSTS) REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/14 501.25 / -R2.5' 1.6" ORIFICE W. TRASH RACK CG-12 05 DOWELS, 8" LONG APERMISSIBLE AT 12" C-C _,K� CONSTRUCTION 5' MIN. JOINT 12:1 MAX I J1� i a 12:1 MAX B � r B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 MAX 20 :1121 II 48 :1 �z'MIN. I SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE; FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 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. 4: U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN 1� 2 ON - A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK CROSSWALK WITHIN THE MARKED CROSSWALK AREA SPECIFIC RREFERENCEN CG-12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CG-1z GENERAL NOTES: 1• THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. l� 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG 12.1 MAX BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1FT/Z . 12`1 MAX. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 7: ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE :1 AX HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S ,L UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -1214 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED K. ** AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MUN AT X , 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 X%K , SALE AS TOP OF CURB 9. TYP) COANCRETE SIDE ALK IS 4" CCK�s tHEN THE NTRANC RADII CANNOT TYPE C TRAF C, REFER TO ST DARD CG113, COMMERCFIALL ENTRANCE TED F(HEAVYEAVY TRUCK 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 _1.8" - 2.4" TRUNCATED DOME C-C O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + v V o00000000000000, - N M? 0 0 0 0 0 0 00 0000000.0 0 N 02" m 0 0 0 0 0 0 00 0000000Z 507 - 65Y OF BASE DIAMETER 0 0 0 0 0 0 00 0 0 0 0 0 0 02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4" VARIABLE PAY LIMITS BE DIAMETER 4' MINIMUM. AS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL NOTES 105 502 203,05 VIRGINIA DEPARTMENT OF TRANSPORTATION R-1 SL-1 #5 BARS 0 8" C-C TYP. ST-1 #5 BARS # 8" C-C TYP. #4 GRADE 60 REIIFORCNG ROD ENCASED N _ ____ * NO. 6 GALVANIZED STEEL STEP OR MATERIAL APPRO EDT BY T THE BENGINER.THER (DIMENSION (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. A I I I I I I A ----r Z. ' B '� r T B�p' CORROSION RESISTANT MATERIAL FRI ,. .� CO TNTN IPE OF PIPE •:' I I I I I 30" DIAMETER •. ���� -- �' 1 I •.-,;� I t I g:�•' G REINFORCING ROD TYPICAL SECTION I IIIII I TT 1 "��� PLAN STRUCTURESSS VARIES PLAN N • ""7 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE NOTES SECTION A -A /" I;. :: 4TO"ORI GREATERUNLESSOINRLEESS OTHERWISE NOTTEED OWN T E PLANS. • .• • � •. • •. ALL STEPS SHALL PROTRUDE 4%' FROM INSIDE FACE OF STRUCTURE WALL. TRANSITION BETWEEN PIPE DIAMETERS WHEN ` METHOD OF TREATMENT IN DROP INLETS ����: . '��'.: . � �'. - � .// MAXIMUM STEP SPACING TO BE 1a" C-C. DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. CLASS AJ CONCRETE CLASS A3 CONCRETE •• 11 I /a" R L EXTSTEENDED 4%ZW FROM�THE AFACE OF THE MINIMUM SUPPOROF 00 POUNDS WHEN SECTION A -A STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED SECTION B-B TYPICAL SECTION FOR THE ENTIRE DEPTH OF ANY STRUCTURE. NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH � NOTES: 1. THESTARDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLATS (D#AMAY VARY WITH URER'S DESIGN) MANUFACTURER'S IN PRECAST UNITS STEPS MAY BE CAST IN PLACE MORTARED NTO HOLES PROVIDED BY THE FABRICATOR, OR iAIVEN. THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. �j � SLOPE TO DRAIN >, \ TO INVERT OF OUTLET PIPE ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES MID DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPACIWG OF ADJACENT SA ETSLABS SHALL BE W TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW i MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN D#AENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE MANHOLE OR DROP INLET IS TO BE FORMED MD CONSTRUCTED IN ACCORDANCE W17H APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / a ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS NCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS 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. PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, IXCEPT THAT 25% OF COARSE AGGREGATE MAY BE / • 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE FOR FURTHER DETAILS UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I _�,, OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. - # 5 BARS # 8" C-C TYP. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT N07 LIMITED TO, CORRUGATED KNIRLEO, OR DIMPLED SURFACES. SHALL BE LEFT SMOOTH BY MEANS HAND TROWELLING. NONE I _,[y;;:: 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE OF THE COARSE AGGREGATE SHALL REMAIN MAIN EXPOSED. a • ., a CLASS A3 (3000 PSI). . PRECAST CONCRETE IS TO BE (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. i7f•, �!yl „'•. • '' ALUMNUA STEPS SHALL BE FABRICATED IN ACCORDANCE WITH DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET - - -' a 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY • " • #• � ASTM 8221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUM#AOUS, SOLVENT TYPE, ASBESTOS CONFIGURATION AND FLOW LINES. 30" LONG). �%„ Sty COATING CONFORMING TO FEDERAL OTc SECTION B-B M � SPECIFICATIONFILLED CGOD498A. PLAN TYPICAL PRECAST UNIT ALUMINUM STEP METHOD OF TREATMENT IN MANHOLES VAT ROAD AND BRIDGE STANDARDS STANDARD METHOD MANHOLE OF SHAPING & INLET INVERTS SPECIFICATION REFERENCE Varr ROAD BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES SPECIFICATION REFERENCE SPECIFICATION REFERENCE STANDARD STEP ``VOOT ROAD AND BRIDGE STANDARDS SHEET 1 OF I REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHEET I OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.08 106.14 t06,pg e ° 44 a ° 4" - 3,000 PSI CONCRETE ° ae 0000000000000000000000 0 0 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE 3 TYP CAL SIDEWALK SECTION C7 Not To Scale 1.5" OF SM-9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 0000000000000000 0 0 0 0 0 0 0 0I 6" - VDOT #21 A BASESTONE ii ii ii ii ITS COMPACTED SUBGRADE MIN. CBR=10.0 TO BE FIELD VERIFIED TYPICAL ASPHALT PAVEMENT SECTION Not To Scale 6" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR 0000 #4 BARS AT 12" O.C. 4" COMPACTED VIDOT #21 A �-COMPACTED SUBGRADE 5 Dum ster Pad Detail C Not To Scale TREATED WOOD GATES FINISH TO MATCH BLDGS - - - - - - ELEVATION DUMPSTER ENCLOSURE 4" �l RADIUS d• 7Y,, � a 15" .' • LAN SUM A.a MAX. a - a BASE yl a•. - .a• BRICK I Bollard DUMPSTER DUMPSTER PAD SEE DETAIL 3/C7 DUMPSTER PAD PLAN DUMPSTER PAD ENCLOSURE DETAIL - Not To Scale 4x4 COLUIv 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. 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" O DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4" 2" R 5.CG-2 IS TO BE USED ON ROADWAyYYS MEETING THE APPENDIREQUIREMXEATOFF� E VDOT ROAD DESIGN MANUAL. 6„ a ' • a SURFACE SEE NOTE 4 •d •a'•A- Ai - .a'.a, BASE A :a Q. Q- a•.a..A- SUBBASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED AIF NLTH OF O C-) � J U JUST HIMP is .45183 C `'S- ONAL SPECFICATION REFERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV- 9/06 201.01