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HomeMy WebLinkAboutSDP201600062 Plan - Submittal (First) 2016-10-17FINAL SITE DEVELOPMENT PLAN FOR 15ETTER LIVING 15ERKMAR DR FORTION Of TAX MAF 04500-00-00-1 12E30 FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO28OD), this property does not lie within the Zone AE RIO D15TRICT, ALE3EMARLE COUNTY, VIRGINIA 100 -year flood plain. i IR *Cl4z 111171 EXIST NEW DESCRIPTION Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces d -r X 125 Tc TOP OF CURB ELEVATION See sheet C2. WATER & SANITARY SERVICES SOURCE OF X 12- SPOT ELEVATION 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, Water will be provided by a new water service line connection to an existing RWSA line BOUNDARY & TO PO X 125 TW TOP OF WALL ELEVATION the front of the building. Sanitary will be provided by a new sanitary sewer line that will connect to an existing Boundary survey information provided by: X 12seW BOTTOM OF WALL ELEVATION ELECTRIC I TELEPHONE / CABLE TV Topographic survey provided by: This site is located within the is located BENCHMARK If feasible, all new service lines for electricity, telephone and cable TV are to be 1717 Allied St. installed underground. Care is to be taken to assure their location does not conflict Charlottesville, VA 22903 with any other aspects of the final site plan. STORM SEWER CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. Survey Conducted On: Feb 19 & 20, 2016 LANDSCAPING CANOPY - RD - ROOF DRAIN encumbrances may not be shown on this plan. }:hx THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A CRITICAL SLOPES SEWER LINE SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A CI - CO� /ER 5 H EET v WATER LINE Min. From Adjacent Residential* See sheet C6 for the proposed lighting fixtures and photometric plan. GAS GAS LINE Rear & Side Parking: 20' Mire. From Adjacent Residential* p •..-.. ,. OHE- OVERHEAD ELECTRIC WIRE Adjacent To Residential: 20' Undisturbed Buffer* s _ ------ UGE UNDERGROUND ELECTRIC EXISTING XXXXXX •fhT OHT - OVERHEAD TELEPHONE LINE �- � ITE PLAN WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE UGT UNDERGROUND TELEPHONE LINE STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. " Vacant Land - DRAIN INLET (DI) 0% C4 = EO STORM/SANITARY MANHOLE idewalk 0 SF Impervious 0 SF 0% 0% C PLUG area ®V WATER VALVE & BOX Building A Open space 169,101 SF 100% Total= 169,101 SF (3.88 ac.) FIRE HYDRANT New Building Supply Sales: 11,092 SF (Basement) ® WATER METER - LI G N T I N G FLAN 0-0 LIGHT POLE % 22.7% -0- UTILITY POLE 7,102 SF (1st Floor) Pavement 75,000 SF 44.4% PROPERTY LINE - 51 G N T D 15TA N C E* S 1 T E D ETA I LS New Offices: 8,092 SF (2nd Floor) ADJACENT PROPERTY LINE 1.7% VACATED PROPERTY LINE area 116,290 SF 68.8% BUILDING SETBACK - U T i LI TY F RO E I LES Buildings B, C, D, & E PARKING SETBACK 31.2% (3.88 ac.) SANITARY EASEMENT and/or Sales: 26,160 SF GRADING EASEMENT - UTILITY DETAI LTJ Note: Items stored within the outdoor storage area DRAINAGE EASEMENT EQUIPMENT UTILITY EASEMENT ....--.-•-.-.-. WATER EASEMENT ACCESS EASEMENT SPECIAL EXCEPTIONS STORM DRAINAGE EASEMENT -�� *Increase Max Front Setback From 30' to 83' (63' From Reserved ROW) TREE LINE *Eliminate Min. Parking Side Setback *Reduce Min. Building Side Setback . --v FENCE *Allow Disturbance Of Undisturbed Buffer STREAM Approved: 10/12/16 r- _12- INTERVAL CONTOUR -- _ (X ___ - oo - INDEX CONTOUR CO -2 STANDARD 6" CURB SIGNATURE BLOC K co -s COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK CURRENT DEVELOPMENT PLANNER a ( RIPRAP ASPHALT 0 GRASS CURRENT DEVELOPMENT ENGINEER EC -2 MATTING EC -3 MATTING ALBEMARLE COUNTY SERVICE AUTHORITY 4 ._r......4.z..,t..£ � WETLAND to to PARKING COUNT FIRE OFFICIAL CROSSWALK HANDICAP ACCESSIBLE AISLE ARCHITECTURAL REVIEW BOARD A_N CG -12 All -HANDICAP PARKING BUILDING OFFICIAL NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VIRGINIA DEPARTMENT OF TRANSPORATION PARKING SCHEDULE Proposed Use: Required OWNER / DEVELOPER Building Supply: 1 Space Per 400 SF 18,082 / 400 = 46 Spaces Required Owner/Developer: B Properties, LC. P.O. Box 7627 Furniture Store: 1 Space per 400 SF of Retail Area Charlottesville, VA 22906 7,102 SF / 400 = 18 Spaces Required VICINITY MDP cem ip. ov,_oi nnn■ ZONING SITE Offices: 1 Space per 200 SF of Net Floor Area (80% of Gross) HC - Highway Commercial 8,092 SF X .80 = 6,474 / 200 = 33 Spaces Required AIA - Airport Impact Area EC -Entrance Corridor Outdoor Storage, Display and/or Sales: 1 Space per Employee + 1 Space per 500 SF of Floor Area Open To Public. LEGAL REFERENCE 3 Employees = 3 Spaces Required. No Floor Area Open To Public. o���LTI O� Ird TMP 04500-00-00-11260 DB 1723 PG 690 {3.13 Acs) Loading Spaces: 1 per 8,000 SF and 1 space per each additional 20,000 SF - ,�. - DB 1380 PG 490 & 491 (Plat) 8,000 SF = 1 Space Required + 25,276/20,000 = 2 Spaces Required O (3 Total Required) JUSTIN M. SHIMP BENCHMARK Lac. No. 45183 shall not exceed the height Total Number of Spaces Required: 100 Spaces & 3 Loading Spaces Bench mark is an existing storm sewer manhole within the Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces adjacent building supply pavement area. Elev. = 489.23 (Includes 4 Van Handicap Accessible Space) See sheet C2. WATER & SANITARY SERVICES SOURCE OF WATERSHED 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, Water will be provided by a new water service line connection to an existing RWSA line BOUNDARY & TO PO along Berkmar Drive. the front of the building. Sanitary will be provided by a new sanitary sewer line that will connect to an existing Boundary survey information provided by: manhole along Seminole Trail near the adjacent furniture store. See Sheet C4 Roger W. Ray & Associates, LLC. ELECTRIC I TELEPHONE / CABLE TV Topographic survey provided by: This site is located within the is located Roger W. Ray & Associates, LLC. If feasible, all new service lines for electricity, telephone and cable TV are to be 1717 Allied St. installed underground. Care is to be taken to assure their location does not conflict Charlottesville, VA 22903 with any other aspects of the final site plan. (434) 293-3195 CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. Survey Conducted On: Feb 19 & 20, 2016 LANDSCAPING CANOPY A title report was not provided. All easements and See sheet C5 for proposed landscaping and canopy calculations. encumbrances may not be shown on this plan. THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A CRITICAL SLOPES BUILDING HEIGHT SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. shall not exceed the height IMAGE PROVIDED BY GOOGLE MAPS Maximum: 65' installed, and shall not be There are managed steep slopes shown within this property. See sheet C2. SIGNSA Knox Box is required, please contact Albemarle County Fire Marshall's Office for Floors above 40' or the third story shall be stepped back WATERSHED 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. a minimum of '15' from the front of the building. 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 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET SETBACKSThis OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, This site is located within the is located South Fork Rivanna River Watershed. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF SHEET INDEX VDOT UNLESS OTHERWISE NOTED. SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. site not within a water supply protection area. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS Front Building: 10' Min. & 30' Max.* LIGHTING 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 Front Parking: 10' Min. MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A CI - CO� /ER 5 H EET v Rear & Side Building: 50' Min. From Adjacent Residential* See sheet C6 for the proposed lighting fixtures and photometric plan. WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. Rear & Side Parking: 20' Mire. From Adjacent Residential* DEVICES. C2 - EX 15T I N G CONDITION 5 Adjacent To Residential: 20' Undisturbed Buffer* LAND USE SCHEDULE EXISTING USE EXISTING Area 17, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING C� �- � ITE PLAN WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE Building 0 SF 0% STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. Vacant Land Pavement 0 SF 0% C4 - G IAD I N G * UTILITY FLAN PROPOSED USE idewalk 0 SF Impervious 0 SF 0% 0% area C5 - LANDSCAPING PLAN Building A Open space 169,101 SF 100% Total= 169,101 SF (3.88 ac.) New Building Supply Sales: 11,092 SF (Basement) C(; - LI G N T I N G FLAN 3,990 SF (1st Floor) 31000 SF (2nd Floor) PROPOSED Area Building 38,390 SF % 22.7% New Furniture Sales: 7,102 SF (1st Floor) Pavement 75,000 SF 44.4% C 7 - 51 G N T D 15TA N C E* S 1 T E D ETA I LS New Offices: 8,092 SF (2nd Floor) Sidewalk 2.900 SF Impervious 1.7% area 116,290 SF 68.8% C8 - U T i LI TY F RO E I LES Buildings B, C, D, & E Open space 52,811 SF Total= 169,101 SF 31.2% (3.88 ac.) New Outdoor Storage, Display and/or Sales: 26,160 SF C✓ - UTILITY DETAI LTJ Note: Items stored within the outdoor storage area MECHANICAL EQUIPMENT shall not exceed the height of the landscaping, or Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. other methods of screening installed, and shall not be visible from the Entrance Corridor. FIRE MARSHALL SIGNSA Knox Box is required, please contact Albemarle County Fire Marshall's Office for All signs shall conform with the MUTCD Guidelines. installation location. GENERAL CONSTRUCTION NOTES 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. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY PLACE MATERIAL IN 6" LIFTS. 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 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 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 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT VDOT UNLESS OTHERWISE NOTED. SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION 13, AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 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 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 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 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 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. 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. 14. 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. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. CONTRUCTION INDUSTRY (29 CFR PART 1926). 17, 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 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. O �SJONAL iI I 30 0 30 Scale: 1 =30' 60 90 METAL DI v ML i 1 ( SHED s DI a f AL _",. RO � � � I d I �� M BOLLARDS PAVED r LDG CO �-u-m .. MET 3 �{ S y TS r , E — I r l A Eo S y " S N ( m d I _.,-"-- -.__ META ,. • s � .. ,/ ---_ 3 r r WALL y OODEN T Di , .......... ... Y .,._...., . _ / \ Q I r . M 45— 68C 1 w ..v i ( ED / S S o ! I l B PROPERTIES LC w 7 i i T FRAME r bl j D. B. 1723-690 r i iy D B D . B . 1448-278 PLAT ' roR-DI / / GUARD ae w 1 l i I I I (80-490 / INV 465. J, (" ' � 491 P � �BETTER, LIKING 4'si�� -" HOU z D.B.DLAT z. s874-743 / PAVED ° LUMBER YARD �u. N l �; q g 815-79 PLATT GRAIN �_� 9-443 PLATQ ipSPE PASEM��E ANT ZONED: HC ��° RR_ , RIR �Pso� / za�_st! y �i CURRENT o ,,r.z \RAR NOZ M/ AGATE WV CONC M I ti METAL USE: CO AL , ��o / MEN ( COMMERCIAL co n 5 I i ( 6 a 7 rr_ / �CFM ,�vE�T �� Ed, UB — g y 3 j ` BLDG / 24' a r7a5Z81iC % — 1 ( RAMS - °io. g . B — T Jk .r.S ST .(JUSTIN 1; 5ORA EPAVFn SBg� 2767I i 5 iI -(� g xNVIIODI _ FENCE M. SHIMPl ( i T.Mo. 45183 co CD "� ° - �—"�eo m B p Sa l "liz €RavEDNew 15' VDOT AccessrRaNr_ BROPERT LC AE.;f f, Easement BOLLaRDn..r_= PAVEo 1723-690 .45 ACR l 4 oLL a ,41 743 p / DARD AVED �ti� Fp LATON �E532— .,<p 519 P a L �_ %��� �FMr.. D R a A T c , C � w r NAL New 12' WP -2 Pavement Mill and Overlay 20' Right—of—V Area Reserved Future Dedicatior Public Use Up Demand of TF County. , , I , 30 0 30 Scale: 1 "=30' •s ., o � U JUSTIN M. SHIMP Lic. No. 45183 IONTAL E EsE MEQ r .., .,. - _ ...q,.,... s 2A4E ?_ l o) k .-.- S V 1 _- --J B 4 Q. SP N-- _i Mr -i SA r,y1 � r—' -- %- Q 4 ��, � ;°�. fig,; �,, SAN--' SAN--- _._ __------- _-_ --' a A �� s I i i c}!` 1 I �.�, r3,,� o; l Q 1 __ A SAN— _- __ D I n I a 1 >� 1i R i R t� 1 ( J _ - ' S --- `z New Private z' FENCE } m i m `1 �ti �,.a, a i....0 ����� ew Sanitary Sewer pA ED z x,� �. w'i �i yT. €1 1 �, 1 I i; e �, ���� �� -- Connection To Ex. MH Sanitary Sewer N W 1 ! \ a { a PAVED DOT Access Latera) 1 New 15� V Alon Seminole Trail W ( € y 1 1 1 1 emeI t OLL R� �.� =r --- — -- A ED 1 _ , Eas e� riTree Pr�tee#ion a 9.45 q z r .._ g - _ ACRES s l a,a I ;€ • 1 j. €,6 i OLLARD 1-.A {n U 3 l 1 1 v I o ,= o Is i V AI PAVED _ _ _- j �0 tee.: f - 6 ;b —`a / �il'C' sfE2f1CFn�-(#yR% '�Siiinr.�tv�i" w... nc 1 B LANDSCAPE SCHEDULE ant Plmbol Min. Total Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF o Large Shade Tree Quercus palustris Pin Oak 3.5" Cal. 14 471 6594 Large Shade Tree g Zelkova serrata 'Green Vase' Green Vase Zelkova 3.5 Cal. 12 443 5316 i- Ornamental Tree Cercis canadensis Eastern Redbud 67' Ht. 2 124 248 Evergreen Screening Shrub Ilex glabra Inkberry Holly 2' Ht. 28 23 644 Evergreen Screening Shrub Ilex glabra 'Densa' Inkberry Holly 2' Ht. 96 23 2208 Evergreen Screening Shrub Nandina dornestica 'Moon Bay' Moon Bay Heavenly Bamboo 2 Ht. 148 17 2516 Evergreen Screening Shrub Ilex crenata Hoogendorn Hoogendorn Japanese Holly , 2 Ht. 30 16 480 Evergreen Screening Tree Thuja occidentalis 'Nigra' Nigra Eastern Arborvitae 8 Ht. 32 10 320 Evergreen Screening Tree Juniperus virginiana Eastern Red Cedar 4' Ht. 12 16 192 Evergreen Screening Tree Juniperus virginiana Burk Eastern Red 4' Ht. 8 16 128 Burkii Cedar Evergreen Screening Tree Ilex opaca 'Satyr Hill' American Holly 4' Ht. 5 56 280 Evergreen Screening Tree Cryptomeria japonica 'Yoshino' 4' Ht. 16 123 1968 Yoshino Cryptomeria •1 Evergreen Screening Tree g g Thu'a x 'Gi anteoides' ) 9 Green Giant Arborvitae 4' Ht. 15 7 105 1 NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 20999 LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 174,240 X .10 = 17,424 SF REQUIRED PROVIDED: 20,999 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: 221 LF/35 = 7 TREES REQUIRED SINGLE ROW OF 12" HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 7 NEW TREES PROVIDED 28 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING - (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 100 SPACES/10 = 10 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 75,265 SF X .05 = 3,763 SF REQUIRED PROVIDED: 13 TREES PROVIDED 5,767 SF LANDSCAPED AREAS PROVIDED INTERIOR ROAD LANDSCAPING: 1 LARGE SHADE TREE PER 40' OF ROAD LENGTH ON EACH SIDE WITHIN THE ENTRANCE CORRIDOR: 393 LF/40 = 10 TREES REQUIRED PROVIDED: 10 TREES 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. 30 0 30 60 90 Scale: 1 "=30' T O� O� l Il O JUSTIN M. SHIMP Lie. No. 45183 ZONAL �1 / 11 1!�'_s ­­_ - I iii ____,___1___ - 11 I � r , ---I-- I" �� r � � ? -'e4,", " &] qll��i,__§Cjr,� ,� 1 � ", ')t lt,il-,,? - -,,,., 11 -----' I a2e , ; � f� ,dci, l,, .,y F`ir,lv,,,,,.!,, , L �,- V- � ,I ,- ,11 r , ! 1_.___-_,__ 4l , - 'A .... .. Olr,lleilv r`�,,ia,,�'111,12� fl,�,,, 1�7 1-1,111P, i I I I , " , L"", , " ,� I�, � "" , 1111, I J�e L, , , , I I- , "'? M' � , I I � 1.1 " , / 1Z1 , - � ­,; I c 'D , � a"', I� < I 1 '1�', I 1,.,,�,�,', c,,_ -I I - I- ,ck ir y S ei, tv e r i I , "", - --, �,,,,,; r, C 0 n� in e - . 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I I �i",Caulag CSX1 LED Nuunbe, CSX1 LED 60C 1000 40K TFTM MVOLT SPA HIS DDBXD LED Area Luminaire L [l�r� a 4%. � ype Martel FRIENDLY ­­ ___ Specifications ---I- 0.7 ft' - I EPA: H I, �0,0 "IL) Shipped installed 23-'/2 --- - I Length: , i L i _;,,ie,) 13M Tyr.e. 111 Width: 1 8-11, /2 " --- 7 l';6,L,m,� H 5-7/8 ,� I . - Height: (Ng"') __ W Weight 3 7 1 bs 208' (max): (76,8�'s -, ___. ..::XR............. .. "............., P . . .... ii ... . ... .... � Ip, p.'_'qIx::: :� , 11 , , _...., I ." "I , , � I "' I � e I I .1 , � V, - � � I I__ �jx::::j:j. � m� � __ � ; 11 � - " E� � � , ... I ,� � � 1 r'�I: ..,........ 111,11, ... . .... - ", "I'll ........ ::: ::::::.',aii . I _,.,,'_.,�___ ... ,.1.'..-.::'.X , q ....... � .... .. �. :11�::::: 111_-----____ ....... ­_,__­­­ , .......... . .1 I " "' �: ... ::: 11 - I I 11 11 .11 I", I . I .1 : I I , :: �, � I"; � : � :: : : l:: "I '_1 U11,4"i"I", "I �_ -____11, :, � I � I . � , � 11 I I '' 11 ,�. I 11 -1 .11 Introduction The Contour' Series luminaires offer traditional square clayforms with softened edges for a versatile look that complements many applications. The CSX1 cofnbines the latest in LED technology with the familiar aesthetic of the ContourO' Series for stylish, hig�h-performance illumination that lasts. It is ideal for replacing traditional metal halide in area lighting applications with typical energy savings of 65% and expected service life of over 1 00,000 hours.. 1--�-��,-�----,-","",��l---,�-����,-��-�-�.--,�-,-,�-��-���,,-�,�����,����, EXAMPLE: CSX1 LED 60C 1 000 40K T3M MVOLT SPA DDBXD 11 ... I .1 .. I ... ... I ... ­­ ... I I . ..... ­ . . ..... ... ... . _., _ I � (SX11 LED 60C 60 700 700 rf,� 40K 4000 K T2M Fyloe, 11 MVOLT I Shippedincluded Shipped installed DDBXD Pdr� bo:ii/e + LIP� 1000 ]NO[M 50K 5000K 13M Tyr.e. 111 1201 SPA ScIdarepoie PER NE��At,,�,v�st-lockreceot,,ic!eo�'!y(nocontrols� DBLXD Black MVOTT ob ver operates on any line voltage from 120-277V �50/60 Hz). i (i M . � I I . ..... I ­­. 11 I I T4M Tyoe IV 208' ITIOT11111ij DCR Dininidieleand contu)lla'Dle vid ROAM'(foi DNAXD NaonaI DF optic, n a). ' ii;:: � i : , , : X 0'' I ix� :, ��Ij�l , 2 UK' (2 PLC�I I , , I . � . 1 - I Dm2w 2".i iso DM39AS: ; : 3 at, W ` � �� 2 RPA Roindtole Lontrok),I 5 d1unlimit : . . I I : , . ......I.- � , ,. I . . . a ' : � BM49AS at 90 �� �DM32AS � 3 at 120'� ** �: 3 1. 5 G vita ratio n [a ad rating pe r A NC I C 1 3 6.3 1. �;�;� 11111 1 � TSM Ipe V 2401 4 Requites, 'SPA" mounting ,rption. Nlrat be ordered as a separate , - ��, ��_...;. CSXW - LED - I : : : : , , , , &­P'­'SS� 20,411; DM19AS flD8 X G.. � � � � � � � � � � � � � � 1 accessorsy; see Accessories information, For use with 2-3/8" mast arm (not I 277' foololting � DMG O- IOV ifinfil4ig J,lver (it) collliols� I MUD While . .... ­­ ::� :: � -, ...... I � ,ill� ... I III TQ7F1.5JU Pliteouelt -SUtwist-lods (120-277V) 1 kctbd­c,uyaksy�,���,� -,!.�,�",.""",""�l,,,ofp�i-,,�,."""",,,d 5 TFTM Fnward thraw 27Y 1 WBA V,'all backe( HS House -s de shield I DDBTXD lextured PER crpo�ori required. Not available with 347 or 48OV. Add'l hardware and � : lt� :: � P1 L48OF 1.5 CULA Photocell - SSI -1 (480IJ!" WALL- formai 347 Shipped Separately I SF Single hise (I 2o, 277,30V) I djr',� bvize 6 Not -silr.N.with 347 or 48OV. ::: . -__�; 1p� :::: : �- :: _� KMA8 DDBXD U Mast ana nounting bracketailaxas, 1110 ­dP'loi-s"'llonesle 480 SPLIMBA Squale pol, DF Double fd�e QC3,2,10, /1 -MV)? DBLBXD Textured Tenon Mounting Slipfitter** rect-11 a �208, 240 or 480 voltage option. ; ,Q) ... I �rw� 'a ,ind square pele ervin salmetnin ing bracket adapter Ispocifit finisiq ullivec,al DS Ddal swit(hog 11 black WITH 30 ... . .. .. - , : ... I I ` �?�'."",'.,.'.��'�'ll�,�""""".,"".-�,,�.'.�.".��'I'l�.I.."��.,�I'l�,�'I'l��,�',�,�'�'�'�.'�'I'�!,�',�,�'f�;,.,�I , . � ,':�j ,"., each . lerating half the lumanaire. Available with MVOLT and two � .� :: V : 4 �s CSXIHS U House shields) -slcesftreld 0rurd,,2 tiointing 2ELED riclejgency LED se.cmidari soue, i2 DNATXD TextolIed ���7 : , CSXIVG U Vandal grard accessory 2-3/81, ASQ0,190 AST20,290 A�T20-290 AS'T,0-320 AST20-390 AST2G-490 9 Requires air additional qw�tched line, : 1 :;:;:;:;:;:;:;: � I � : ::::::::::::::::::::: ddaptor 3 nfoduleP) ba�teiy' psi�� (-)0`C nin. operating liatvIll Dirriming driver standard, NIVOLT only. Not available with DCR� ::::::::::::::�ll l ::::::::::::::: :: 1 1 Requir Qs In,, in.ire to be specified with PER opti.n. Ordered an d shipped RPLIMBA Round gole tenipe'Thurq) ahminurn as a a.pearate Ine item. ___ A unive5al OL30 Iii -level �solvlel (fifinnifig, nooninal M',11 DWIH6XD Textu�ed _­­________._____ 1_1_.11111-111-,_ ­­ _ ____ ------- � - , I I 1�� I - e ZIMI bfrlevz? p�)2012-2016A­iLy B�ccd� Lighting, lnc� All right, ,cs.-cl, ­�,,,,, loidillilly BL50 Bi -level irwiLdied ficinirg, noomridl M �T while AND ddaloi.or I PREC ,ISION Shipped 5eparaltely I KMAS DDBXD U Mastarn MOLDED incul-Jirg VG Vandal g,jd-k ACRYLIC bra ket `ds' BS Bi'd-dehukrant splices F'r (Stic-Ify : �: - +,, 3 P Femiclate 700 700inA 40K A0()0K ' T2M Type. 11, " ;�;:;;:;: Top of Pole Shipped installed DDBXD Nr'�bron& + : � � T 1000 J000mA � I 1. .1 13SX1 iahareR a urinal frattian with tN AIERIS'-' fanfly. NOTES .E I �_�.,,,,­ :S a 4ths#11inq , . 11 , � � i i � P C i patlearl spercilbilral pdles,� � I MVOTT ob ver operates on any line voltage from 120-277V �50/60 Hz). i - $ T71 . � I I . ..... I ­­. 11 I I T3M Type III; Specify 1[20, 203, 240 or 277 options only when ordecirg with [using SF, � ,?E 1 , L� I 111r] 1- . ..... I 2 90, I , � PM19AS Single unit 90291A�Sll�;� aL � � � �i DF optic, n a). ' ii;:: � i : , , : X 0'' I ix� :, ��Ij�l , 2 UK' (2 PLC�I I , , I . � . 1 - I Dm2w 2".i iso DM39AS: ; : 3 at, W ` � �� 2 Also .vaidai,fe as a separate accessory; see Accessei lea information at left. 11 : , �, , ;:,� �i 111 � " � ... 11 11 "I "Ill V : . . I I : , . ......I.- � , ,. I . . . a ' : � BM49AS at 90 �� �DM32AS � 3 at 120'� ** �: 3 1. 5 G vita ratio n [a ad rating pe r A NC I C 1 3 6.3 1. �;�;� 11111 1 � T4M Type IV, . . ,.. � � , : . . I . � ::� � � � � � � � � � � � � � � 4 Requites, 'SPA" mounting ,rption. Nlrat be ordered as a separate , - ��, ��_...;. CSXW - LED - I : : : : , , , , &­P'­'SS� 20,411; DM19AS flD8 X G.. � � � � � � � � � � � � � � 1 accessorsy; see Accessories information, For use with 2-3/8" mast arm (not .­..",", I :,;:::: 277' I I SF Single fidse U 20,)77, included!) . .... ­­ ::� :: � -, ...... I � ,ill� ... I III TQ7F1.5JU Pliteouelt -SUtwist-lods (120-277V) 1 kctbd­c,uyaksy�,���,� -,!.�,�",.""",""�l,,,ofp�i-,,�,."""",,,d 5 Sprcifie% a ROAM(i!I endbled lumineire vvith 0-10V dimming capabilrty� ��X :: � DLL347F 15CUITU Piotoced -SSLtwist-lock (347V) ` ,d"o6'sret­. DOLBXD Tex (di -ed black PER crpo�ori required. Not available with 347 or 48OV. Add'l hardware and � : lt� :: � P1 L48OF 1.5 CULA Photocell - SSI -1 (480IJ!" WALL- formai senn-a ,required for ROAM@ deployment; call 1-800 442-6745. : : : 0: -� : -�� sell ShQrtingoip " uxvdpee tu-',lb, 415,00 in, iu�us' 6 Not -silr.N.with 347 or 48OV. ::: . -__�; 1p� :::: : �- :: _� KMA8 DDBXD U Mast ana nounting bracketailaxas, 1110 ­dP'loi-s"'llonesle 7 Single foa. (SR) requires 120, 277 or 347 ,oft.g. option. Doublet- (DF) 0 : ,� in f ('PuLlyfini'lu, PUMBA HIFIX0 U ' Frrod Tenon Mounting Slipfitter** rect-11 a �208, 240 or 480 voltage option. ; ,Q) ... I �rw� 'a ,ind square pele ervin salmetnin ing bracket adapter Ispocifit finisiq 8 Proviede!s 50% dirnming capability via two independent drivers, � V �� 4 WITH 30 ... . .. .. - , : ... I I ` �?�'."",'.,.'.��'�'ll�,�""""".,"".-�,,�.'.�.".��'I'l�.I.."��.,�I'l�,�'I'l��,�',�,�'�'�'�.'�'I'�!,�',�,�'f�;,.,�I , . � ,':�j ,"., each . lerating half the lumanaire. Available with MVOLT and two � .� :: V : 4 �s CSXIHS U House shields) -slcesftreld 0rurd,,2 ,�,,�,��:i��i"",:��.',�.,"�.�,����,�",",�'.��,;-,.�,-.i"�.�,�'i : ,. I�I� � ... � _11- � -1; " � ,�_;; � ",__ ,� "" ..... . , - N, Shipped separately' lightergines only. N/Awith PER, DCH , DMG or 2ELED. ���7 : , CSXIVG U Vandal grard accessory 2-3/81, ASQ0,190 AST20,290 A�T20-290 AS'T,0-320 AST20-390 AST2G-490 9 Requires air additional qw�tched line, : 1 :;:;:;:;:;:;:;: � I � : ::::::::::::::::::::: CSAIBSIJ Bird-detcrient spikes accessory I 2-7/8" AST25 190 AST25 280 AS125-290 AST25 i2O AST25 390 A,IT25-490 10 Dirriming driver standard, NIVOLT only. Not available with DCR� ::::::::::::::�ll l ::::::::::::::: :: 1 1 Requir Qs In,, in.ire to be specified with PER opti.n. Ordered an d shipped �:::: : : : forn-ww"Jopasss,risit� �fnd: �,'�Qahnf 4' AST35-190 AST35 280 AST35-Ni) AST35-320 AST35-390 AST35-490 as a a.pearate Ine item. ___ A __­­ ­ --- - -- 1.11, 1-1 I I 11 -1 - 111111111_11_1- ..... --,----".--,.�---.--------,-,-.,.,-,,.-"--,---"-�,�,�.-.-------,.-.,----�--�----.-,--.,.---------����-.-,�-------,-,-,,�,------.--- L,ZrAf One I - I ' honia 'Way * Conyeis, Georgia 3CO12 - Phone 800.279.8041 * Fax: 770,918-1209 � fl, A', _­­________._____ 1_1_.11111-111-,_ ­­ _ ____ ------- � - , I I 1�� I - e ZIMI bfrlevz? p�)2012-2016A­iLy B�ccd� Lighting, lnc� All right, ,cs.-cl, ­�,,,,, , U! 211'�`I'j`��`,'­8,, 5 ,PL�,-�i -� , - - - " - ,I, I V, I-) E, 'Ie e1i - t r I - - 1 ,,, 1 31 1 I- --- - I I,) x 'I"', "DIF, J, I 0 3 T, "I "I 11, fID-1,11 , 1­1i,tu, I t0j ;'s cz, ,_ r-, � - � , Y - !"I , _ i, "', / �,-­I_"� 14'1,38 � , 8 __f� ,_i �_,f o"'i - -sp ", ,�'__ rx,7o ,J� , -, , 1 ;,x �U I C,,. ','-", ,I ,;� c."". ,a, -. - - i -- , � , - � -, - " , ", -, a, ,­ ­ s, � , j ,r� "I, I , � ") - _�'___' I -- '(,)�.­ k 4 :,',,',,, ,,,, ­- � y, 1, - n , !,,, � ­ -1 ­ I . .. ... �, ,, I ; ;` '_ .s 'D / fl '11) � , , - I �, 1� - J & �.x / - i , i 1 4 'I- � t J"i, " � �_­ 'r, I - 11 - L- "', r 9 , " , 1 , rl ­�� I--,, ,,, ,:- - v , ,'I , M, A ,,, , �0,- ­,� ,-s V / �� f- ") ; j, i --e � v I, 4 - � " " , , - " ,,�� j- , 'j, e, ,i 4 , �) l, �,, - f � G ,�, - I , 1 / 2 i , ­ I � " I , n , - ,­ - 'A' 1 1 � JE � -, J"� .11 I - CSXW LED LED Wall Luminaire *- - ­ 01111111.E - , , , FRIENDLY Specifications ------- Height- 7-1/8" i29,2 -1,7) H F, Width: 16-3/8" ,4; i5cm , i � [ - ____________ Depth- 9-5/161, i W �-- D ---I (216 c­,� I Weight 30 IlEas (max): i?3.6, I�I) i: , �' ca4liog ' ' N,nibi�r CSXW LED 30C 1000 40K Tll`:Tl� [�:���� ��� [,�'' : Typ � , � I I � I I I I I � I I I , I Ir , Introduction The Contoul-0 Series luminaires offer traditional square dayforms with softened edges for a versatile look that complernents many applications. The CSXW LED combines the latest in LED technology withi the familiar aesthetic of the ContourAi Series; for stylish, high-performance illumination that lasts. It is ideal for replacing 100- 40OW metal halide in wall -mounted applications with typical eneirgy savings of 80% and expected service life of over 100,000 hours, - - , �, , -­­-­­---­ '' - "-""'-""""'--"""""'-----"'""'-'--"""'"'---- ------------- -­­­­­-­`- -­`-_______­_­ - -------- - , .a, ,__ .... ii� ,��.I.Il�*,�,'��,'��",��i��'���,',,�,�,��iii�����������i������� No IWIIM�B�F -, .. .... - ".; , �!�!W ;,, �-, , , ,�, ,... -111 - :: - �, .,�.�..'� , , : W . , �,iiI :: : : � ­6-A�4,1?-,-4,-`­ ,il, ,� `4 , : - , sI, 3, - - " - 1 ??. 1,i,i,'._.4 ...... ,,��"-"!-,"��-,�,,��,,,.-�,����,i����,�,��,'��,,,,�,?"", ,,�,�, N�,�, EXAMPLE: CSXW LED 30C 700 40K T3M MVOLT DDBXD (SXVJLED 30C 30 LEDs 700 700inA 40K A0()0K ' T2M Type. 11, " MVO LT 2 Shipped included Shipped installed DDBXD Nr'�bron& + 277V (50/60 Hz). Specify 120, 208, 240 or 277 options 1000 J000mA 50K 5000K roedw. 120' (bUlk) SildhiceltiouflL PE Photue.lectic cell, DBLXD Blde'� Also avaihble caa scp orate accessory; see Lamp Accessou ies infer mation a, I.f, 5 T3M Type III; 208' voltage option. butten type �' DNAXD 'biblial alUrcifloffo installed. 7 Single furat (SF) requires 120, 277 or 347 voltage nedinin 2402 Shipped separately DMG 0-10V difiniing drivef (110 controls) DWHXD While 18 T4M Type IV, CSXW LED CONTOUR LED 1 CSXW - LED - 11072 1 104 fedlian 277' BBW Surface- SF Single fidse U 20,)77, DDBTXD lextui dark o�onze SERIES LED 30C - 1000 - 4 TFTM kipe 3471 nuounted back 347V) i DOLBXD Tex (di -ed black 40K TFTM WALL- formai box (fw concl DF Douide �use UK NO, DNATXD hext,,ired natiial thocu, 4803 ell'! Y) 1 460 1 , djuitilluni niediffn DWHGXD TexulledvARe WITH 30 Shipped separately' 4000K LEDS VG Vandal g,fad WC, VVire guard -11111-1-- ...... ... ­­­­_­­­­­­­­ ......... .. _­ ... --- NOTES 1 Conficiured with 4000K V40K) provides the ,hortest Avg lead Lanes. Consult factory for 5000K �/501K) lead Catalog liwes. 2 MV01-T driver operates on any line voltage fromi 120- + 277V (50/60 Hz). Specify 120, 208, 240 or 277 options Light Loss only when ordtfing with fusing (SF, OF optionsi or Symbol photocontrol (PE option). 3 Available with 700 mA options ordy i30C 700). 4 Also avaihble caa scp orate accessory; see Lamp Accessou ies infer mation a, I.f, 5 Photocontrol (PE) requires 1 20, 208, 240, 277 or 347 voltage option. 6 Must be ordered with fixture; cannot lDe field installed. 7 Single furat (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. OfAZZrJ911a`ZT.`r"Vy1A,' One J Lhorna Way - Conyers, Geofgira 3001 2 % Phone: 800.279.804 1 * Fax: 770.91 8.1209 - ,,�, , , � ' e�� ,:� , - CS>(W-LED AL111,1711140217OW'Y' (0 2012-2016 Ac�.jity Brunds Lighling, Inc. All righis reserved- Rev. 02/22/16 ,A. 0 " '_ - � � " �­) ' ' I ' v I r� ­? "! "�;L" ,(_) [_,� R 0 i) - ,1,,k,,,, f, A L I,(-,,,,rxl:::0,0`,,rew `,:,,'�l:en, � �11, I- /C . " � �, � �\" I I \ I _,�­­­,� �,,NtJfj ot, _ ­­­ - , -,-- , -1 \ _\ -,"J, - 10-, 77� P l­.­d­-J'7i,N1 - n �. k/ �___ 0 %� - ­ - 1. - - I � � 2 ", - c", Y U �f�l I � 1� " : 3 - 1-14r "I >� # ,��' -��U-r) - �__ I - - - T", - ir .1 I �,) , ?� V � I - __�� __1 I "� -, is - -_n� I ! _,,--<' -4 1 - -, i�� I i - I - 0 __� - , 1-1111"?, ::��o_ \ � Y, 1-111 X, "71 U JUSTIN M. SHIMP > 11" Is \----- Lie. No. 45183 ", I � t-, " .. ... I—, I I- ­­ ­ I " , I 111:1� 1_1�� 0, � ... 71 � i�',i c" r � r -?,s" r-,; �, 1=1_14 i -1 1� - , C.- r, c""', F1 , I "', 1�1 1_�11 _,�� 'J IONAL v Schedule - Description Symbol Avg Manufacturer Catalog Max/Min � Avg/Min Number + Lumens Per Light Loss 0.0 fc Symbol Label Quantity + 2.2 fc Description Lamp N/A Filename Wattage Number Lamps Lamp Factor 18 Lithonia CSXW LED CONTOUR LED 1 CSXW - LED - 11072 1 104 Lighting 30C 1000 SERIES LED 30C - 1000 - 4 40K TFTM WALL- OK-TFTM.ies MOUNT WITH 30 4000K LEDS A AT 10OOmA AND PREC ,ISION MOLDED ACRYLIC FORWARD THROVV LENS 7 Lithonia CSX11LED LED 1 CSX1 - LED - 6 17393 1 209 Lighting 60C 1000 SERIES LED 0C 1000 40 40K TFTM AREA K - TFTM_HS.i HS LUMINAIRE es WITH (30 4000K LEDS 1:1 AT 10OOmA 0 B AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS WITH HOUSE SIDE SHIELD Statistics Description Symbol Avg Max � Min Max/Min � Avg/Min ROW/PROPERTY LINE + 0. 1 fc 0.4 fc 0.0 fc N/A N/A SITE AREA + 2.2 fc 12.1 fc 0.0 fc N/A N/A NOTE: 1 , All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base. 2. All wall mounted fixtures shall be mounted at a height of 12'. 3. Each outdoor luminaire equipped with a lamp that emlits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residentiall districts and away from adjacent roads. The spillover of lighting from luminaires onto roperty in residential or rural areas zoning districts shall not exceed one half footcandle. 4. New free-standing pole mounted light fixtures (and pales), and new wall mounted fixtures shall be a dark bronze finish. 7- 30 0 30 60 90 M M LIMAIIIIIIINJEN E IIIIIIIIIIIIIIIIIIIN Scale: 1"=30' r I APPROX.LOCATION OF RWSA WATERLINE ------------- I _- i _...::........ .._. a: ...CURB & GUTTER...._.L,.,.R._,,..... _a.:,...:... n / CURB &GUTTER, 5, ... ;ii ... - - - _ - _ .r 5 STATE ROUTE 1403 I - -- .._._ ' DOUBLE YELLOW STRIPES ..,.....,.._,., -..., '^ v<.rx+;.+rr.s..,.,„.,„........._.:...._....... k�F wrn+ ,x,.x.......... -N ...nx>rvvtirrrc:.mssvrn»v,Lisssu sssnssssss ,3 � �:rra nuruus=F.xyydr.yrmr a'nr,..x..amxa . :.t•:.vz r.xw.,nn" is: ,ueu«u,.es BERKMAR DRIVE I �' _ ..�__. � .., wu..�n-.,<�...... ,,..•..... „, r .e /,. AVED 50' PUBLIC RJW '` _ - 35 MPH SPEED LIMIT f ,22r+ PAVED _ - a �".";•".Nr��<(F , DOUBLE YELLOW STRIPES -" s ..>~....,,. .�iwst.,,,a. :,,n�e�r.U.,..---...,,. .".r-,, . -_«..,_,:e..,. ___ ... ..wz.,r.M,+,... .,.,..rwr., ..;r,.-_-. - ....,,._..,:..:,..:.,,• �...Y. �^'»*x.i. s r�am`nmm»sFxi,»ry =4�rkrm,:�1-r.rrrrrrnnrnrm..x mmrr , r stance Lin 0,Si htpi3g CURB &GUTTER CURB GU GUARD-RAIL _,U�3goLJI;g,� e ati nzv -zv..�..,. �..,� 530 525 520 515 BERKMAR DRIVE HORZONTAL SIGHT DISTANCE DETAIL SCALE: 1 "=40' f _ ..GHT 4 6 r,.3OF5..__... _... I ....m__ ._ . m . Im . ­,_ _---1-1-1111 - - r--- _ -._..3 0..._51GI-�T DISTANCE M, 1. _ ,_.... I.......M ..._.. _ _. _.vm ...,....._ __....... M. pE .,. PoWw . 6 9 --- - . _ZZ"_ - m ... _1­___1__­ .._.�__ _ I I I E�CISTING GRAD I I _w__. _... ..WW�._.._.-.__.. r � __.... . ........ . ___. __.__.._._...._-_-.._.. _ _ ........ I i - PROPOSED GR" SDE-.. -� MAX. 2.r _ _...... ...- ,. ----- --------- - ----__...N . ...r. �.._.�..._....W w._�.�__..._.___. _.. ...__I 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SCALE: HORZ. 1"=10' VERT. 1 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS {} PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE _ Y _ _ ' _ _ _ COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL s R REMOVE EXISTING ASPHALT LAYERS. TO. EXIc�TRF.0 SUBBASE AFib REPLACE WITH. PROPOSED ASPHALT WIDCNIPvG,LAYERS . PROPOSED MINIMUM 1'/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEI; NOTE 3) MOTES= 'I. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINE R, 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE .ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG. THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 [Jz INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS. WAIVED BY THE ENGINEER, 5, THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO. BE ADJUSTED TO ACH'.EVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE, 6. EXISTING PAVEMENT MARKINGS AND .MARKERS WITHINTHE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7, FINAL TRANSVERSE PAVEMENT TIE -ETI SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SMALL BE TESTED USING A 10 FOOT STRAIGHTEDGE EN. ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 525 520 515 525 520 515 511%+00 i.. ii....-� HYEE_..__[._. ..GHT 4 6 r,.3OF5..__... _... I I I 5 $ 3 6 9 E I II PROQSF6GRADE I _.__._._...._._..._.- _. _......� _ ..__ _. _ _ _......_.-__ ... _M . �. � OF EYE I_. I I --` ----- _M�- --- _ _ .._..- _w__. _... f 1 5" MAX. 5" MAX. 2.r _ I i �, r I 3+"-38° ❑ 41)2" O.G. (TYP.) 4 -THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 10+50 11+00 11+50 12+00 12+50 13+00 13+50 RT 15 SIGHT DISTANCE PROFILE - RIGHT SCALE: HORZ. 111"_-10' VERT. 1 CG -12 AT DOWEL$,. $'" LONG A F �I'ERMTRUC E 12'" C C CO AT NSTRUCTION 5' MIN. JOINT 1?:1 MAX 3; 1211 MAX :2B r E B (SEE TABLE) TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS 0 'Q 5'-0" MIN U. SHAPE TO MATCH FACE OF ROADWAY CURB Ljjj 4"' BACK OFCURB 48 AMAX 20:1. 48 , `-- CROSSWALK TYPICAL PLACEMENT SECTION A -A (- 2' MIN. -� AT INTERSECTION WITHIN CROSSWALK EISSIBLE OR" JOINT 6SECTION B -B NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT N FEET 4" CURB f&" CURB O 4 6 1. 5 7...... 2 5 $ 3 6 9 4 $ 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. RM"CN CG -12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203:06 Install 6" diameter 8" deep sleeve on top of walls where railing is attached to retaining wall. Use grout or equivalent material to permanently attach handrail. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND WA THOROUGHLY 4" COMPACTED E, WATERING BERM I� ►:�t�y u�►��ese���[rIa PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED SOIL_ 2 TREE PLANTING DETAIL C7 Not To Scale i Q:) Ln 525 520 515 14+a10 £G-12 GENERAL NOTES: t THE DETECTABLE WAR14NO SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE 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. I 'MIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED P CENTER TO CENTER ALONG 12:4 MAY BOT C4VERH1FIfRAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12°1 MAXI' 6. CURB P 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 CRSSSWALKS AS SHOWN ON PLANS. OR. AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE 1 HIYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTINUOUS _p UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELILMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED �H- AND USED BY PEDESTRIANS. )K)K 8. RAMPS MAY BE PLACED ON RADIAL. OR TANGENTIAL SECTIONS PROVIDED THAT 2` MI'( AT ;K , 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. A AT )C� SAME AS TOP OF CURB d. TYP[ CONCRETE SIDg�t ALK IS 4" CK. yyHE THE ENTRrWCg RADII,GAMINOT TYPE C aC 0��1I ORATE THE STR�ING REQUIRE T dF T�CE'A ED HE TRUCK FIC, REFER TO STANDARD CG -13, CO RC(N EN{TR E (HEAVY 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 1.610 - 2:4'° TRUNCATED DOME c-£ 0 0 O O 0.00 4 flOOQ+O 0 0 0 0 0 0 0. 0 0 0 0 0 0 CIT 0 0 0 0 0 0.00 0 0 0 0000 - <? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . ev' ,. U 0 0 0 0 0 0 00 0 0 0 0. 0 0 0 0 Z: .2'" 50X - 651 OF BASE DIAMETER 0 0 0 0 0 0 00 Q. O 00 0 0. O 0 0 0 0 A 000 0000000 VARIABLE BASE DIAMETER 41 MINIMUM: ------ TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 CG -12: DETECTABLE WARNING SURFACE RITEIM REV, 7/05 GENERAL NOTES Q2 203,05 VIRGINIA DEPARTMENT OF TRANSPORTATION T ELATED WOOD GATES FINISH TO MATCH BLDGS DUMPSTER ENCLOSURE � r � I b:�llard� ll 11 MASONKY FINISIi I DUMPSTER AS SPECIFIED BY ARCHITECT I �' DUMPSTER PAD PLAN DUMPSTER SCREENING DETAIL Not To Scale 4 x 4 STEEL COLUMN ° °4 o ___--4 - 3,000 PSI CONCRETE a. d ° 0000000000000000 4" - VDOT #21A BASESTONE O O O O O O O O IIIIIIIIIIIII COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYP CAL SIDEWALK SECT ON C7 Not To Scale 1.5" OFSM-9.5A SUPERPAVE 2.5 - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000000000000000 6" - VDOT #21A BASESTONE IIIIII-IIIIII-I I1� COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYP CAL PAVEMENT SECT ON FOR PARKING LOT ----- C7 Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER �����4 4 �44 REMOVE BURLAP FROM PLANTING AND WATER Q� TOP 1/3 OF ROOTBALL p 4 THOROUGHLY.4 a 3 TALL WATERING v PLANTING PIT. P BERM PREPARED 501L FOR SHRUBS Oo v FINISHED GRADE MAX. 6' MAX. 6' MAX. -- CG -2 , I MAX.. B'-0" I/ " OIA SOLID STEEL SMOOTH R�UND ROD (TYP.) OR Y' STANDARD PIPE. I 11 " aIJZ 4 i%Z' 1 O.D. STANDARD PIPE FOR. RAILS! (TYP (TYP) ilJg" O.D. EXTRA STRONG PIPE FOR [POSTS 34"-38" 38"-42" 4000 PSI IF PRECAST. 5" MAX. 5" MAX. 2.r _ FCURB ACE OFV j�(ILLIUBE PADOFOR£AS RADIAL CURBNG 3+"-38° ❑ 41)2" O.G. (TYP.) 4 -THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 2'-3 MAX. A - y�IDTH OF ONE TREAD jHAT IS n5" DEPTH) OR INCREASED qS MUCH AS 3" (21" DEPTH) A RE RED AT EACH BOTTOM RISER IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. GROUNDING ELECTRODE CONCRETE MORTAR RUBBLE CONCRETE IN THE PRICE BID IS. TO BE MADE FOR A DECREASE OR. AN HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRAILS SHALL 8E GROUNDED AND EFFECTIVELY BONDED. INCREASE IN DEPTH. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -6.. 2" R 5. CG -2 IS TO 13E USED 0 ROADWAYS ETI G THE FOR ALL DETAILS AND DIMENSIONS NOT SHOWN $EE ST'D. FE -CL. STANDARD FE -C4 SPI-1O.D. L"� POST NE POST d- .n• SPI O.D. . 6.. " ROIM R NIU( ARO ND ALL POST GROUNDING ELECTRODE 4" .COVER P4 0.D, ETAL SLEEVES 0 BE, CENTERED. INN TOP OF ` ALL ELT8A(TYP.) SEE 'R'' END OF RETAINING WALL CONTRACTION JOINT %' ¢ .K REO'D, RW -2 RETAINING WALL --e +4 ALTERNATE INSTALLATION ON WALLS k a '1°H` BASE .1s,. :� NNh -li'{c •} ,� NOTESr gq�� 7ppJ� SHIT BE DR I�IS,m?Q..I,LBY LOCATION5Fi'cRE IT MIGHT TBEV FORLD TO ANYS VEHICULAR FACT FOR VEH L PROTECTI 81 MINIMUM ST D GUARDRNL SHOULD BE USED.. ,d- CONTACT WITH SOIL HANDRAIL TO BEI ACCORDANCE WITH THE LATEST EDITION OF THE VINGINIA UMFORM STATEWIDE BUILOINCODE., STANDARD METHOD OF HANDRAIL LOCATING AND ERECTING Rev. 7/04 504 -___-.,.--- SUBBASE VIRGIMA DEPARTMENT OF TRANSPORTATION 801.05 Install 6" diameter 8" deep sleeve on top of walls where railing is attached to retaining wall. Use grout or equivalent material to permanently attach handrail. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND WA THOROUGHLY 4" COMPACTED E, WATERING BERM I� ►:�t�y u�►��ese���[rIa PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED SOIL_ 2 TREE PLANTING DETAIL C7 Not To Scale i Q:) Ln 525 520 515 14+a10 £G-12 GENERAL NOTES: t THE DETECTABLE WAR14NO SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE 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. I 'MIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED P CENTER TO CENTER ALONG 12:4 MAY BOT C4VERH1FIfRAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12°1 MAXI' 6. CURB P 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 CRSSSWALKS AS SHOWN ON PLANS. OR. AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE 1 HIYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTINUOUS _p UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELILMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED �H- AND USED BY PEDESTRIANS. )K)K 8. RAMPS MAY BE PLACED ON RADIAL. OR TANGENTIAL SECTIONS PROVIDED THAT 2` MI'( AT ;K , 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. A AT )C� SAME AS TOP OF CURB d. TYP[ CONCRETE SIDg�t ALK IS 4" CK. yyHE THE ENTRrWCg RADII,GAMINOT TYPE C aC 0��1I ORATE THE STR�ING REQUIRE T dF T�CE'A ED HE TRUCK FIC, REFER TO STANDARD CG -13, CO RC(N EN{TR E (HEAVY 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 1.610 - 2:4'° TRUNCATED DOME c-£ 0 0 O O 0.00 4 flOOQ+O 0 0 0 0 0 0 0. 0 0 0 0 0 0 CIT 0 0 0 0 0 0.00 0 0 0 0000 - <? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . ev' ,. U 0 0 0 0 0 0 00 0 0 0 0. 0 0 0 0 Z: .2'" 50X - 651 OF BASE DIAMETER 0 0 0 0 0 0 00 Q. O 00 0 0. O 0 0 0 0 A 000 0000000 VARIABLE BASE DIAMETER 41 MINIMUM: ------ TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 CG -12: DETECTABLE WARNING SURFACE RITEIM REV, 7/05 GENERAL NOTES Q2 203,05 VIRGINIA DEPARTMENT OF TRANSPORTATION T ELATED WOOD GATES FINISH TO MATCH BLDGS DUMPSTER ENCLOSURE � r � I b:�llard� ll 11 MASONKY FINISIi I DUMPSTER AS SPECIFIED BY ARCHITECT I �' DUMPSTER PAD PLAN DUMPSTER SCREENING DETAIL Not To Scale 4 x 4 STEEL COLUMN ° °4 o ___--4 - 3,000 PSI CONCRETE a. d ° 0000000000000000 4" - VDOT #21A BASESTONE O O O O O O O O IIIIIIIIIIIII COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYP CAL SIDEWALK SECT ON C7 Not To Scale 1.5" OFSM-9.5A SUPERPAVE 2.5 - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000000000000000 6" - VDOT #21A BASESTONE IIIIII-IIIIII-I I1� COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYP CAL PAVEMENT SECT ON FOR PARKING LOT ----- C7 Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER �����4 4 �44 REMOVE BURLAP FROM PLANTING AND WATER Q� TOP 1/3 OF ROOTBALL p 4 THOROUGHLY.4 a 3 TALL WATERING v PLANTING PIT. P BERM PREPARED 501L FOR SHRUBS Oo v FINISHED GRADE CG -6 NOTES - 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OFCURB) SHALL BE PAID FOR AS RADIAL :COMBINATION CURB & GUTTER. 4- FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE :CURB AND GUTTER SHALL 13E CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH. OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDDT ROAD DESIGN MANUAL. s"' 11-V IN A A A A 7" • A' P P 'P - P P P A fl p p • A , • A THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE. CONTRACTOR ftEF105 ERENCE COMBINATION. 611 CURB & GUTTER .REV. 8lO6 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 l O � JUSTIN M. SHIMP Lic. No. 45183 0 6�6 �_ISISIONAL E� CG -2 NOTES: i, THIS ITEM MAY BE PRECAST OR CAST !N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. URB) FCURB ACE OFV j�(ILLIUBE PADOFOR£AS RADIAL CURBNG 4 -THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" n5" DEPTH) OR INCREASED qS 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 1$'" AS SHOWN.NO ADJUSTMENT IN THE PRICE BID IS. TO BE MADE FOR A DECREASE OR. AN INCREASE IN DEPTH. 2" R 5. CG -2 IS TO 13E USED 0 ROADWAYS ETI G THE APPNDIX�EATOFFTHECaT ROADOfSESIG MANUAL. d- .n• . 6.. SURFACE SEE NOTE 4 si . . ii • 'v BASE ,d- A d d -___-.,.--- SUBBASE 2 RADIUS 'a 7'12"° a MIN ._•� - SURFACE MAX. - ' • a BASE SUBBASE 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED STANDARD 6" CURB toy 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 201.01 CG -6 NOTES - 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OFCURB) SHALL BE PAID FOR AS RADIAL :COMBINATION CURB & GUTTER. 4- FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE :CURB AND GUTTER SHALL 13E CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH. OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDDT ROAD DESIGN MANUAL. s"' 11-V IN A A A A 7" • A' P P 'P - P P P A fl p p • A , • A THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE. CONTRACTOR ftEF105 ERENCE COMBINATION. 611 CURB & GUTTER .REV. 8lO6 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 l O � JUSTIN M. SHIMP Lic. No. 45183 0 6�6 �_ISISIONAL E� OEX1 Q (�> 525 520 515 510 505 500 495 490 485 480 475 470 465 10+00 10+50 11+00 11+50 12+00 12+50 (__l�STORM SEWER PROFILE: EX -1 THRU 4 C8 SCALE: HORZ: 1"=30' VERT:1"=10' 500 495 490 485 480 475 470 465 460 13+00 cnc (�� 525 ................. ............ ........... . ........... .... ........................... .. .................. ---- ------ -- - --------- - . . . . . . . . . . . . . . . . ------------ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 520 520 515 . ... ...... 510 — - ------------ -------------------- - ------ - - - -- ------ - - ---- ... . ......... ............. ..... .... L . . .. .......... . ......... . . . . ........... . 505 500 500 . jQr - - - - - - - - - - ----------- - - - - - --- ------ . ................. . .... .. 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L . . .. .......... . ......... . . . . 505 505 500 500 . jQr - - - - - - - - - - ----------- - - - - 495 495 490 10+00 485 480 475 ................. ............ ........... . ........... .... ........................... .. .................. ---- ------ -- - --------- - . . . . . . . . . . . . . . . . ------------ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. .............. .............. . . . . . . . . . . -- ------------------------- .......... PROFILF: X THRU 4 - - - ------ ----- 515 -------------------- - ------ - - - -- ------ - - ---- ... . ......... ............. ..... .... 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K K 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+5r ------ - - ------- . ..... - -- ------ ......... .... . . . .. ...... . ....... .... ... . . .... --- --- ---- - ------------ — - - -- - - �t . .... . — - ----- - --------- 7_7] . . . . . . . . . . . . ..... . ... ... ... ........ ..... .... ------ ... v- ---- - --- - ----- - CIO . ..... .... =--- . .......... - -------- - --- -- ---------- --- --------- -- - - ------- — ----- - - 10+00 10+50 11+00 11+50 (__6�WATERLINE PROFILE SCALE: HORZ: 1 "=30' VERT: I "= 10 12+00 12+50 I M VA 115+W 5 520 515 510 505 500 5 14 + JUSTIN A SHIMP Lic. No. 45183 L IONA TD -25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 7 24" IN INITIAL BACKFILL 24 IN 8" 8" MIN 8" 8" MIN. MIN. MIN. 6" BEDDING zs;.�`•tizti"'��" =_ #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL --X, MI UNSTABLE a• g• $• 8" SOIL MIN• MIN.– _ MIN MIN. #68 STONE RANULAR FILL AS ?;r APPROVED BY ACSA S • .I_ CK' STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG, W-2 TD -2 E r� `� �E N ^ u N m N W w >v &nB TM 89 I-- �- J (Jy OJ o E E W UY wza U Iw £ E� iVQ I N vU w m W N \ 7 8 Z �. g'-' a Y o E 5 E Es E E E o E ,I -i O Nw E Ws toW U' J o -� o o E 2 It o E= J u E C11�h W � E E �m �zo E d:om M I Z of of o^ O iq E 'v E :5,9 io E o E W hu Nu NW @u Mu W N N Q ir LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 l:J a s DIMENSION C J El ra:{ 5'0' 3'8' 2' 3'1' 5'0' 3'8' <: 44" MIN, i P,01 2,r2 t I I 12' MIN. 61 MIN, GREATER THAN 4° a -- S8 M 45-68A FDC CO 6" MIN. 17.5" -- - - ° 8" MIN 2. 6 e a a 60 36" .: .. d a a � a e 18 MIN. ---17.5"�j.e a ' 37" MIN. a G ---- WINGNUT LOCKING ASSEMBLY 12" MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR–IN–PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1Z2" METER) NTS FIG. W-78 TD -15 E r� `� �E N ^ u N m N W w >v &nB TM 89 I-- �- J (Jy OJ o E E W UY wza U Iw £ E� iVQ I N vU w m W N \ 7 8 Z �. g'-' a Y o E 5 E Es E E E o E ,I -i O Nw E Ws toW U' J o -� o o E 2 It o E= J u E C11�h W � E E �m �zo E d:om M I Z of of o^ O iq E 'v E :5,9 io E o E W hu Nu NW @u Mu W N N Q ir LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 - - , t it 1 '7si i.> +e �-a- I .—)I'I _E'sLTE HRL) F LL._al- SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". ---- 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / s[�h J1 2' MIN I I SALT TREATED FINISHED GROUND 2x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' r 18•-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 6" GATE ' a P VALVE da 8"X6„ TEE 2500 P.S.I. CONCRETE ° BASE AND THRUST 3— BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE— I RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T,S. FIG, W-4 TD -8 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE O BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE — — BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT–OF–WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 d- 1— Li1 W L J Ld LL3 V) M.J. GATE VALVE WATER LINE 2500 P.S.L CONCRETE ® 2'x 2' BEARING AREA, THRUST BLOCK d . d. A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 METER SIZE l:J f ¢( 1 r DIMENSION C J El ra:{ 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN. I i P,01 2,r2 t I I 12' MIN. 61 MIN, GREATER THAN 4° j3 -- S8 M 45-68A FDC CO . 2. 6 I v3 s 7 I - - , t it 1 '7si i.> +e �-a- I .—)I'I _E'sLTE HRL) F LL._al- SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". ---- 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / s[�h J1 2' MIN I I SALT TREATED FINISHED GROUND 2x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' r 18•-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 6" GATE ' a P VALVE da 8"X6„ TEE 2500 P.S.I. CONCRETE ° BASE AND THRUST 3— BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE— I RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T,S. FIG, W-4 TD -8 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE O BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE — — BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT–OF–WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 d- 1— Li1 W L J Ld LL3 V) M.J. GATE VALVE WATER LINE 2500 P.S.L CONCRETE ® 2'x 2' BEARING AREA, THRUST BLOCK d . d. A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 102' 31I" 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN. 10' MIN, 4' 5' MIN. 12' MIN. 61 MIN, GREATER THAN 4° PROPOSALS WILL BE SUBMITTED. DOOR HINGES F EM — --- --- -----I I f I � I I I I I I I I I I LIFT HANDLE L------------------- It � ROADWAY t TYPICAL METER VAULT N,T,S, FIG, W -7A TD -14 2 0 C �J PAVEMENT .. T – ! COATED STEEL BAND OR STAINLESS 42° MIN, 0,25_-�–" MIN, THICK–NESS STEEL CASING INSULATORS 42" 12" CONCRETE FILL MIN, STEEL CASING 1! BOTH ENDS DUCTILE IRON PIPE ��18' LIR 20' JOINT O– AL 2�0–tI—�J"OINT OF ALL RESTRAINED JOINTS) �� NOTE: 1, STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2, ENDS OF CASING CAN BE SEALED USING A PULL–ON END SEAL GASKET IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT, WATER TYPICAL STEEL SLEEVE INSTALLATION d..i CONE FEN UNDER ROADWAYS N.T.S FIG. W-10 v -ca a A\ ML ML CONC `6d00WALL DI MH, ._ CONCH SIDE VIEW .75' DIAMETER DRILLED IDLE FOR TOUCH READ INITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH Ffi E I D k , °-J_3 D S4S „ 1200. D MH LP CONC f FP ' MB STS , -�SAN--- A4 CONE _,_.- SA � ss `-- SAN---" - SAM --- -- SAN-- SA SH _ NS _ SANT-- '`� I �_ tvI u , , - C 0 N C, -�SAN--- A4 CONE A UB AI co ❑I = � M __- - - --7 / -PA VED -� CONE -- S8 M 45-68A FDC CO . FENCE e CO C0 w F� a R — OFFSITE SANITARY SEWER DETAIL SCALE: 1 "=30' f u x R't 1rt-AL M OP ('1",�sSIOINN[AL �ALT f Ar TIN M. SHIMPic. No. 45183 V'