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HomeMy WebLinkAboutSDP201600062 Plan - Approved Final Site Plan and Comps. 2017-08-01EXIST NEW DESCRIPTION 164 TC x 125 TC TOP OF CURB ELEVATION 165 x 125- SPOT ELEVATION 16,Tw x 12'TW TOP OF WALL ELEVATION lemy x 125Bw BOTTOM OF WALL ELEVATION CG -2 M BENCHMARK CG_6 .=-a •-M STORM SEWER -0- - RD - ROOF DRAIN -S- --=S SEWER LINE __G'w � - 6 - WATER LINE __ GAS - - GAS - GA5 LINE __ C,E- - OHE- OVERHEAD ELECTRIC WIRE _- Use -_ - UGE - UNDERGROUND ..v._ sem• ---. - OHT - OVERHEAD TELEPHONE LINE - UGT __ - UGT - UNDERGROUND TELEPHONE LINE D i - f DRAIN INLET (DI) _-.Y,....-- 0 STORM/SANITARY MANHOLE I C PLUG ley ® WATER VALVE & BOX 4. 4- FIRE HYDRANT CG -2 M WATER METER CG_6 .=-a •-M LIGHT POLE ---- -i- UTILITY POLE GRADING F LAN ` PROPERTY UNE :: - - - - ADJACENT PROPERTY UNE n current edition of the Building Code VACATED PROPERTY UNE DEVICES. Maximum - None BUILDING SETBACK LIGHTING FLAN ____X PARKING SETBACK ___ SPECIAL EXCEPTIONS SANITARY EASEMENT -... " -...- GRADING EASEMENT ME= IIIIIIIIIIIII DRAINAGE EASEMENT -- • ' -- ������� UTILITY EASEMENT -I-,,-- , - - WATER EASEMENT & & ACCESS EASEMENT v1. t�� STORM DRAINAGE EASEMENT ,-__. ­,-_,._�. __� TREE UNE _-.Y,....-- - FENCE COVER 5H EET Floors above 40' or the third story shall be stepped ba,* STREAM - 312--- _12- INTERVAL CONTOUR - 300-- - oo - INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG_6 .=-a CG -6 COMBINATION 6" CURB & GUTTER 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. I ' ` .I CONCRETE PAVEMENT / SIDEWALK GRADING F LAN ` RIPRAP :: 11 ASPHALT n current edition of the Building Code GRASS DEVICES. Maximum - None EC -2 MATTING LIGHTING FLAN low EC -3 MATTING 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE SPECIAL EXCEPTIONS WETLAND 10 7° PARKING COUNT ME= IIIIIIIIIIIII CROSSWALK ' ������� HANDICAP ACCESSIBLE AISLE A__N CG -12 & & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR BETTER LIVI . NG E3ERr\MAR DRIVE PORTION Of TAX MAP 04500-00-00-1 12130 RIO D15TRICT, ALE3EMARLE COUNTY, VIRGINIA PARKING SCHEDULE Proposed ,Use: Required Building Supply: 1 Space Per 400 SF 18,082 / 400 = 46 Spaces Required Furniture Store: 1 Space per 400 SF of Retail Area 7,102 SF / 400 = 18 Spaces Required Offices: 1 Space per 200 SF of Net Floor Area (80% of Gross) 8,092 SF X .80 = 6,474/ 200 = 33 Spaces Required Outdoor Storage, Display and/or Sales: 1 Space per Employee + 1 Space per 500 SF of Floor Area Open To Public. 3 Employees = 3 Spaces Required. No Floor Area Open To Public. Loading Spaces: 1 per 8,000 SF and 1 space per each additional 20,000 SF 8,000 SF = 1 Space Required + 25,276/20,000 = 2 Spaces Required (3 Total Required) Total Number of Spaces Required: 100 Spaces & 3 Loading Spaces 0 Spaces & 3 Loading Spaces Total Number of Spaces Provided: 10 p g p (Includes 4 Van Handicap Accessible Space) LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Impervious area 0 SF 0% Open space 169,162 SF 100% Total= 169,162 SF (3.88 ac.) PROPOSED Area % Building 25,280 SF 14.4% Pavement 88,652 SF 52.9% Sidewalk 3,484 SF 2.1% Impervious area 117,416 SF 69.4% men space 51,746 SF 30.6% Total= 169,162 SF (3.88 ac.) ENTRANCE CORRIDOR Pursuant to Section 30.6.3, Outdoor Storage located in and visible from the Entrance Corridor (EC) requires a Special Use Permit (SP). The outdoor storage has been determined by ARB to be completely screened and not visible from the EC, thus a SP is not required. CURRENT��EVELOPV��NT PLANNER Felt :: ► R M:lluolwLvil:lkilr:4►[ej1►[aa:A F.111 0 . r 9MUSIM041 2110091 8-1,41 ■ ' VICINITY MAP cr_' m r:. 4,,--4 nnna �T1IelIONIMy51 Occv MENT h►Fy901 MIrMLei ►I OWNER /DEVELOPER Owner/Developer: B Properties, LC. P.O. Box 7627 Charlottesville, VA 22906 ZONING HC -Highway Commercial AIA -Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 04500-00-00-112BO - DB 4857 PG 576 (3.88 Acs) - Y?B 1723 PG 690 (3.13 Acs) - DB 1380 PC 490 & 491 (Plat) BENCHMARK Bench mark is an existing storm sewer manhole within the adjacent building supply pavement area. Elev. = 489.23 See sheet C2. SouRCE OF RY TOPO BOUNDA >� Boundary survey information provided by: Roger W. Ray & Associates, LLC. Topographic survey provided by: Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Survey Conducted On: Feb 19 & 20, 2016 A title report was not provided. All easements and encumbrances may not be shown on this plan. IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX - - -- - - - - - -P - -- Buildings B, C, D, & E: 21' � ::� COVER 5H EET Floors above 40' or the third story shall be stepped ba,* C2 - ,Ii��!�: , . � "... - , I I I C3 - 51TE FLAN 11 AN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION Front Building: 10' Min. & 301' Max.* C4 - UTILITY FLAN Front Parking: 10' Min. � 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. Side and Rear: C^ 5 - GRADING F LAN ` :: constructed and separated in accordance with the - n current edition of the Building Code l..b DEVICES. Maximum - None �f LIGHTING FLAN t 1 a� 7: y � y ,' alr A, 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE SPECIAL EXCEPTIONS x 51GHT D15TANCE * 51TE DFTAILS 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 *Increase Max Front Setback From 30' to 83' C9 - UTILITY F RO F I LF5 1(63' From Reserved ROW) *Eliminate Min. Parking Side Setback CIO - UTILITY DFTAI L5 *Reduce Min, Building Side Setback v1. t�� CII - 5TO RM WATff K MANAGEMENT D ETAI L5 ,proved: 10/12,/16 ss ** These Special Exceptions are no longer _ f '�.d, I"1 G P I iv A FTv I" - (SG H `F P (1 I R i n K I I -1n SE 1 F L7 s/"11 I x•-11\ I AHP PHASE f rI ,PHASE .. F ..: ;. '' 1. ;,.jl. :,.: b . All signs shall conform with the MUTCD Guidelines. Y � ` td i / .\ ,;,\, _« .« . - \ ...:.. , ,.. ,:fiF r �, . F � ,:' '> , :, .. .:: �{ :: ;;:, . ../il ,.,.. . .. .... ..... . SITE,�.�N ... 1. Im :. ,,. ..: 3,.: ..... ,:. ,. - .<.� - 1� .jj y!�} lil ill t >. Jnr �. \ jo3; i{JF.tf'�fkn klr,"` "..W/€�^.'"`:.1 .111 I.';: :'11 F $ V' I'' f` 4..r�m�^'..' wry3' s` . >!.'. ... . :: :, , :, Uc H x ,.:. , ::; Irr�r€�uo0 . oy IV , f h i y3 � 8 rp Y t. . � � fi1 3} h, , 11 ­ �.�r� �T1IelIONIMy51 Occv MENT h►Fy901 MIrMLei ►I OWNER /DEVELOPER Owner/Developer: B Properties, LC. P.O. Box 7627 Charlottesville, VA 22906 ZONING HC -Highway Commercial AIA -Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 04500-00-00-112BO - DB 4857 PG 576 (3.88 Acs) - Y?B 1723 PG 690 (3.13 Acs) - DB 1380 PC 490 & 491 (Plat) BENCHMARK Bench mark is an existing storm sewer manhole within the adjacent building supply pavement area. Elev. = 489.23 See sheet C2. SouRCE OF RY TOPO BOUNDA >� Boundary survey information provided by: Roger W. Ray & Associates, LLC. Topographic survey provided by: Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Survey Conducted On: Feb 19 & 20, 2016 A title report was not provided. All easements and encumbrances may not be shown on this plan. IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX BUILDING HEIGHT Building A: 29' 4" 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY Buildings B, C, D, & E: 21' CI - COVER 5H EET Floors above 40' or the third story shall be stepped ba,* C2 - EX 15TI N G CO> N D ITI O N 5 a minimum of 15' from the front of the building. C3 - 51TE FLAN SETBACKS 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION Front Building: 10' Min. & 301' Max.* C4 - UTILITY FLAN Front Parking: 10' Min. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. Side and Rear: C^ 5 - GRADING F LAN Minimurn - Any primary structure shall be 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY constructed and separated in accordance with the - LAN DSCAI I N'' C FLAN current edition of the Building Code l..b DEVICES. Maximum - None C7 - LIGHTING FLAN - 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE SPECIAL EXCEPTIONS C(5 - 51GHT D15TANCE * 51TE DFTAILS 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 *Increase Max Front Setback From 30' to 83' C9 - UTILITY F RO F I LF5 1(63' From Reserved ROW) *Eliminate Min. Parking Side Setback CIO - UTILITY DFTAI L5 *Reduce Min, Building Side Setback *Allow Disturbance Of Undisturbed Buffer CII - 5TO RM WATff K MANAGEMENT D ETAI L5 ,proved: 10/12,/16 ** These Special Exceptions are no longer _ necessary due to rezoning of adjacent G 1 - I"1 G P I iv A FTv I" - (SG H `F P (1 I R i n K I I -1n SE 1 F L7 s/"11 I x•-11\ I AHP PHASE property to HC. rI ,PHASE 7a n� F � � � r' +~ (l n nt\ l � � 'l A � T ^ (1 v T C� \/.".�11LAN SIGNS All signs shall conform with the MUTCD Guidelines. DATE . 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 , -�-- / - �)-o f � 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 - /*'-0/1 7 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. y 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 ,7 t 8.. 1 7 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. ,,, y ,, ,// .� 7 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. d ____ / - 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). r," 3,,--/ -� ° 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. EXISTING USE Vacant Land PROPOSED USE Building A 3 Stories, 11,092 SF Footprint New Building Supply Sales: 11,200 5F (Basement) 3,990 SF (1st Floor) 3,000 SF (2nd Floor) New Furniture Sales: 7,102 SF (1st Floor) New Offices: 8,092 SF (2nd Floor) Buildings B - G New Outdoor Storage, Display and/or Sales Building B 7,740 SF Building C 2,850 SF Building D 1,660 SF Building E 1 600 SF Building F 615 SF Building G 1615 SF Note: Items stored within the outdoor storage area shall not exceed the height of the landscaping, or other methods ofl screening installed, and shall not be visible from the entrance Corridor. FLOOD ZONE According to the EEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel', 51003CO280D), this property does not lie within the Zone AE 100 -year flood plain. WATER & SANITARY SERVICES Water will be provided by a new water service line connection to an existing RWSA line along Berkmar Drive, Sanitary will be provided by a new sanitary sewer line that will connect to an existing manhole along Seminole Trail near the adjacent furniture store. See Sheet C4 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 final site plan. LANDSCAPING CANOPY See sheet C5 for proposed landscaping and canopy calculations. CRITICAL SLOPES There are managed steep slopes shown within this property. See sheet C2. WATERSHED This site is located within the South Fork Rivanna River Watershed. This site is not located within a water supply protection area. LIGHTING See sheet C6 for the proposed lighting fixtures and photometric plan. MECHANICAL EQUIPMENT Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. FIRE MARSHALL A Knox Box is required, please contact Albemarle County Fire Marshall's Office for installation location. 0 r `,�, I 3USTI M. SIIIMP > Li 0.45183 " , ssIO NAI.. 10 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. 12. 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. 13. 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. 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. 15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS, 16. 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, 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 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. 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SHIMP > o.45183 ��. a ', I1,01-1 1 .z � , k *_ _�_Iss-[ONAL ��ArA I < 111111,111, � 11,111, � z 0 1 R U. 0 a . - E Ea !-- 0 C , -C , :�f (5 -, 0 73 :3 - E C, 0 �= � 0 V) 0 Cn U-) (/) U - 0 -G -6 .< >- 0 C) C =i = C/) C_.) < S 0 0 E U) _0 - � U 0 w r-) ,.I - (b _ �I I r- ( _4 � a �� u� - C-4 C,j -1 ID � - ,:- k L_ :1 - _ c,,j L n Ln co r- ,_,.� CD CD CD CD CD > , Tu�,6 � a5 0� (if p Q z X � > (I n r_ z uj z 2 :) L 0 0 > Lu Lu I 0 cc uj < �_ 2 U) ui _j < ^A uj z I i < Date 09/26/2016 Scale - 1 "=30' Sheet No. C2 OF 16 File No. 11.01 I CA V -(?-� -,�^;' t, New GR -2: Tie to Existing GR, Remo\ Sections of Existin, Guardrail as Requir by VDOT StandardE New 12' WP— Pavement W and Overlay 20' Right— Area Reser Future Dedic Public Ust Demand ( Couni Ilk AM -2 AN Scale: 1"=30' /Tj op JUS STAMP' ic. o. 45183 ez 1Q\[AL E E U) V) E �5 F ::D m V) cn C) E i T Ll- Q-) Uj LT I J z LL C"D I LO CD I IC) IC -OD I I I-- CD R-MMENIM Date 09/26/2016 Scale 1 30' Sheet No. C3 OF 16 File No. 11.016 e,/,/PjZ-/-X/7 0 � U a 0 � Z N N W Z �Z W W a I - —HP Fnr 0TL CAD FILLER___m..___�_._._____._m_w�,p_ — _ — - ---------- CAP Uj 1 - 6 PF Uj l GRAVEL I RWSA CONNECTION NOTES: Contractor shall coordinate with RWSA and AGSA during construction of the connection to the existing RWSA 30" waterline. Contractor shall use due diligence to protect the RWSA 30" waterline during construction and tapping. Contractor shall verify the horizontal and vertical location, the outside diameter and the pipe material of the 30" waterline prior to ordering the tapping sleeve. RWSA shall be contacted 3 business days in advance of the test pit and shall be present during the test pit. The tapping sleeve shall be approved by RWSA prier to being ordered. The tapping contractor shall be approved by RWSA prior to the tap. A minimum of 3 business days' notice shall be given prior to installation of the tapping sleeve. The 30" xc 8" tapping sleeve and valve shall be installed plumb. Following the placement of the 30" x 8" tapping sleeve, a concrete pad and thrust block shall be placed under and behind the tapping sleeve. Uj i Date 09/26/2016 Scale 1 "=30' Sheet No. 30 0 30 60 90 C4 OF 16 Scale: 1 "=30' File No. 11.016 UP/- / -,-g 0 / 7 � U � O ® N Z N W � W � O d Z v W I YVALL so I I fit PIPE PAVED _j Ljj INV - LU I-__ P _7 SAN— L11 Uj A$� jsgrx, S�,S_, Sol L NC MH 477.67 P1, - Z SAN -- i HEAD �23 !U7- (D __Ii__� I -,�- New 4" SDR -35F c:, F� /I/ Ld' jjl CD WALL. S -d- V e Son, New 8" SPR -35 _j --J' /N (f) Private Sanitary i Lo cri rZ 4" DRAIN Tree tion I D W q) IRE 0 0 In Sewer Lateral DRA4 11-11: 1 90. 1 86 PIPE Sanitary Sewer M C2 01 INV=492 0 New 1�'\ Access S,w Connecti6n To Ex MH P bli( OLLA 0 eC/ Along S minole Trail 'noO I- — - -OG, _-4 Easement T 45 A�RES B �S�gn Ois n6i�- 18OLLARD DB 4920\ PG 488 PAVED 01 — — private r �,Af tru`CffC6:E�_�,_1,._r_1_.1,_.1 - _ . S =Zem C \ 2o'.. A— To Esnit. DB 20l aT FUEL Nl� pl;" 4rA �,v cn Plant PLANITS AS SPECIFIED IN PLANT LIST OR A6 SHOWN. ADJUST SPACING AS Min, NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP Of Total Symbol y Planting Type Botanical Name Common Name C.I./H.ight Quantity Canopy Canopy v TOP 1/3 OF KOOTBALL THOIROUGHLY. V) U) 3" TALL WATERING PLAN,ITING PIT. BERM SF a Large Shade Tree 'IBF Pin Oak 3.5" Cal. 14 471 it 00 510.67 12. DJXLL Large Shade Tree Zelkovo serrata 'Green Green Vase 3.5 " Col. 12 443 5316 C �Nol To Scale Vase' .0 0 JEI 0� J 1- Cercis canadensis Eastern Redbud 6-7' Ht. 2 124 248 0 Evergreen Screeninq Azalea Azalea 2' Ht. 34 0 0 Shrub Bloom—A—Thon@ White 90, Evergreen Screenin(g Ilex crenata 'Bennett's Japanese Holly 2' Ht. 62 16 992 Shrub Compacta, C) (D Evergreen Screeninig Ilex glabra 'Densa' Inkberry Holly 2' H t. 62 23 1426 17K7 Evergreen Screening Nandina domestica 'Moon 40' 2' H t. 62 17 1054 Z Shrub Bay' Heavenly Bamboo Evergreen Screening Ilex crenata 'Hoogendorn' Hoogendorn 2' H t. 30 16 480 0 Shrub a. 0 Japanese Holly 0 J Uj Evergreen Screening -Free Thuja occidentalis 'Nigro' 20' Right -of -Way' 8' H t. 27 10 BUDDING A LU Arborvitae U) Area Reserved For. 0 Evergreen Screening -Tree Juniperus virginiona Eastern Red Cedar 6' Ht. 12 16 192 Date Future Dedication F r Juniperus virginiona '' Burkii Burk Eastern Red Cedar 6' Ht. 8 16 128 Evergreen Screening Tree Ilex opaca 'Satyr Hill' 11,200 SF 6' Ht. 5 56 280 File No. Evergreen Screening Tree Cryptomeria japonica 'Yoshino 'Yoshino' 6' Ht. 16 123 Demand The 7�W LTrbe Protectf h Nle F�nclng (typ.) w 0 VI W W W __ W EAS �n�P(� Np%j t, t4 _M,xe1d7_ / Everg(een & / I/ I/ - 1 It EX, 15' 'SA Deciduqus Trees-' 'IF XEA GT 36 0 3b i 60 90 Scale: 1 "=30' SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE PES, SEE S 1-112" SQ, OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND Wi THOROUGHLY 4" COMjPACTED E, WA TERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al REMOVE BURLAP STRING FROM TOI` OF ROOT BALL UNDISTURBED Qni 7r ITREE PLANTING DETAIL C5 Not To Scale I --mm 11 �� ii �� ii 11 — -. .00_qmwlll I'll-W—�l_mwlfi.,4mmmk6-,�Imm�lis� fl, I Lo LANDSCAPE SCHEDULE Plant PLANITS AS SPECIFIED IN PLANT LIST OR A6 SHOWN. ADJUST SPACING AS Min, NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP Of Total Symbol y Planting Type Botanical Name Common Name C.I./H.ight Quantity Canopy Canopy v TOP 1/3 OF KOOTBALL THOIROUGHLY. V) U) 3" TALL WATERING PLAN,ITING PIT. BERM SF a Large Shade Tree 'IBF Pin Oak 3.5" Cal. 14 471 it 00 510.67 12. DJXLL Large Shade Tree Zelkovo serrata 'Green Green Vase 3.5 " Col. 12 443 5316 C �Nol To Scale Vase' Zelkovo 0 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 2 124 248 0 Evergreen Screeninq Azalea Azalea 2' Ht. 34 0 0 Shrub Bloom—A—Thon@ White Evergreen Screenin(g Ilex crenata 'Bennett's Japanese Holly 2' Ht. 62 16 992 Shrub Compacta, C) (D Evergreen Screeninig Ilex glabra 'Densa' Inkberry Holly 2' H t. 62 23 1426 17K7 Evergreen Screening Nandina domestica 'Moon 40' 2' H t. 62 17 1054 Z Shrub Bay' Heavenly Bamboo Evergreen Screening Ilex crenata 'Hoogendorn' Hoogendorn 2' H t. 30 16 480 0 Shrub a. 0 Japanese Holly 0 J Uj Evergreen Screening -Free Thuja occidentalis 'Nigro' 20' Right -of -Way' 8' H t. 27 10 270 Arborvitae U) Area Reserved For. 0 Evergreen Screening -Tree Juniperus virginiona Eastern Red Cedar 6' Ht. 12 16 192 Date Future Dedication F r Juniperus virginiona '' Burkii Burk Eastern Red Cedar 6' Ht. 8 16 128 Evergreen Screening Tree Ilex opaca 'Satyr Hill' Public Use Upon 6' Ht. 5 56 280 File No. Evergreen Screening Tree Cryptomeria japonica 'Yoshino 'Yoshino' 6' Ht. 16 123 Demand The 7�W Cryptomeria 0 Evergreen Screening 'Tree Thuja x 'Giganteoides' of County. 6' Ht. 15 7 105 0 Evergreen Screening *Tree Magnolia virginiano Sweetbay Magnolia 6' Ht. 5 113 565 0 Evergreen Screening Tree Ilex x 'HL10-90' Holly 4' Ht. 7 16 112 Christmas Jewel NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 19730 LTrbe Protectf h Nle F�nclng (typ.) w 0 VI W W W __ W EAS �n�P(� Np%j t, t4 _M,xe1d7_ / Everg(een & / I/ I/ - 1 It EX, 15' 'SA Deciduqus Trees-' 'IF XEA GT 36 0 3b i 60 90 Scale: 1 "=30' SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE PES, SEE S 1-112" SQ, OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND Wi THOROUGHLY 4" COMjPACTED E, WA TERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al REMOVE BURLAP STRING FROM TOI` OF ROOT BALL UNDISTURBED Qni 7r ITREE PLANTING DETAIL C5 Not To Scale I --mm 11 �� ii �� ii 11 — -. .00_qmwlll I'll-W—�l_mwlfi.,4mmmk6-,�Imm�lis� fl, I Lo LANDSCAPE SCHEDULE Plant PLANITS AS SPECIFIED IN PLANT LIST OR A6 SHOWN. ADJUST SPACING AS Min, NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP Of Total Symbol y Planting Type Botanical Name Common Name C.I./H.ight Quantity Canopy Canopy v TOP 1/3 OF KOOTBALL THOIROUGHLY. V) U) 3" TALL WATERING PLAN,ITING PIT. BERM SF o Large Shade Tree Quercus palustris Pin Oak 3.5" Cal. 14 471 6594 12. DJXLL Large Shade Tree Zelkovo serrata 'Green Green Vase 3.5 " Col. 12 443 5316 C �Nol To Scale Vase' Zelkovo 0 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 2 124 248 0 Evergreen Screeninq Azalea Azalea 2' Ht. 34 0 0 Shrub Bloom—A—Thon@ White Evergreen Screenin(g Ilex crenata 'Bennett's Japanese Holly 2' Ht. 62 16 992 Shrub Compacta, C) (D Evergreen Screeninig Ilex glabra 'Densa' Inkberry Holly 2' H t. 62 23 1426 Shrub Evergreen Screening Nandina domestica 'Moon Moon Bay 2' H t. 62 17 1054 Z Shrub Bay' Heavenly Bamboo Evergreen Screening Ilex crenata 'Hoogendorn' Hoogendorn 2' H t. 30 16 480 0 Shrub a. 0 Japanese Holly 0 J Uj Evergreen Screening -Free Thuja occidentalis 'Nigro' Nigro Eastern 8' H t. 27 10 270 Arborvitae U) Uj 0 Evergreen Screening -Tree Juniperus virginiona Eastern Red Cedar 6' Ht. 12 16 192 Date Evergreen Screening Tree Juniperus virginiona '' Burkii Burk Eastern Red Cedar 6' Ht. 8 16 128 Evergreen Screening Tree Ilex opaca 'Satyr Hill' American Holly 6' Ht. 5 56 280 File No. Evergreen Screening Tree Cryptomeria japonica 'Yoshino 'Yoshino' 6' Ht. 16 123 1968 7�W Cryptomeria 0 Evergreen Screening 'Tree Thuja x 'Giganteoides' Green Giant Arborvitae 6' Ht. 15 7 105 0 Evergreen Screening *Tree Magnolia virginiano Sweetbay Magnolia 6' Ht. 5 113 565 0 Evergreen Screening Tree Ilex x 'HL10-90' Holly 4' Ht. 7 16 112 Christmas Jewel NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 19730 \ \ \<I 0) n. NTTE New Private 20' Sanitary Sewer E DB 4920 PG 45, N e w 4" S 5 I:na�e Sal f �`\ \'\ Sower \LaterVI) 4 \j jj\ E-xW[n_g_Mixed — -Evzrgreer_&_ — Tr r 11 ctlo -Deciduous Trees Fe ing M 3 1 STORY BRICK 1 �1 RA 0 1 IT REMAIN X CO SID ONC i cu 0i ---------- iGAAVE ---------- 7 ------ I L _\ - LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 165,369 X .10 = 16,537 SF REQUIRED PROVIDED:, 19,730 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 36 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. 75,792 SF X .05 = 3,790 SF REQUIRED PROVIDED: 13 TREES PROVIDED 5,767 SIF LANDSCAPED AREAS PROVIDED INTERIOR ROAD LANDSCAPING: 1 LARGE SHADE TREE PER 40' OF ROAD LENGTH ON EACH SIDE WITHIN THE ENTRANCE CORRIDOR: 393 LIF/40 = 10 TREES REQUIRED PROVIDED:- 10 TREES PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. AIII other landscaped areas shall be sodded. 2. AIII 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. I SEE IPLANS FOR EXACT LAYOUT. SPACE PLANITS AS SPECIFIED IN PLANT LIST OR A6 SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP Of LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE 0 THAN I" ABOVE FINISHED GRADE MULCH 2" DEEP E IMMIff-DIATE LY AFTER REMOVE BURLAP FROM PLANITI N G AND WATER v TOP 1/3 OF KOOTBALL THOIROUGHLY. V) U) 3" TALL WATERING PLAN,ITING PIT. BERM PREPARED 501L FOR SHRUBS C) FINISHED GRADE V) 12. DJXLL r7 SOIL SURFACE — E > ROUGHENED -A 11- TO BIND NEW 501E V-1 2 SHRUB PLANTING DETAIL C �Nol To Scale NL HOPS M. SMMP ,C. yo. 4 183 _ P U� - I-) 'j � ;-017 0 EES n CT) C/-) :3 E ' E V) U) Cf) E 0 ::D C) V) r7 Uj Q.) U C"I 0-) CN C"4 00C) C) (D r 06 (7i 0 LL Z Z Z a. 0 0 J Uj Uj Uj 0 J T Uj U) Uj Uj Z U. Date 09/26/2016 Scale 1 "=30' Sheet No. C6 OF 16 File No. 11.016 _ P U� - I-) 'j � ;-017 34'0 R=5705,50' L =156,24' T =7812, C =156,23, C,13=1\138*17'47- "�ata I J CSX1 LED I ag " Humber CSX1 LED 600 1000 40K TFTM MVOLT SPA HS DDBXD LED Area Luminaire (SX I LED 60( 60 Introduction 40K 4000K Umax= The Contour' Series luminaires offer traditional Photocell -.SSL twist-lock(347V)+' LEDs square dayforms with softened edges for a Specifications i 0.7 ft2 T3M Type 111 versatile look that complements many applications, EfA: (0,0710 (I A) The CSX1 combines the latest in LED technology Length: 23-1/2" I L with the familiar aesthetic of the ContourO Series fsxllis u (.592cuo 18-1/2, h for stylish, high-performance illumination that lasts. Width: H It is ideal for replacing traditional metal halide DF 5-7/8 in area lighting applications with typical energy Height: (14.9un' [-- W savings of 65% and expected service life of over Weight 37 lbs 100,000 hours. throw 1 adaptor' (SX I LED 60( 60 700 700 mA 40K 4000K T2M Type. 11 MVOLT Photocell -.SSL twist-lock(347V)+' LEDs 1000 1000 mA 50K 5000K T3M Type 111 120' Mast arm mounting bracket adaptor mounting (I A) PUMBA 08XV Ut T4M Type. IV 208' ing bracket adaptor (specify finish) fsxllis u Howe -side shield (includes 2 shields) CSX IVG U TSM TypeV 2401 64d-determat spikes accessory DF Double horse(208,240,480V)' TFTM Forward 21771 Dual svvit(ching 89 Lithonia mounting 2ELED throw 1 adaptor' 11072 modules)battery pack( -20°C min. operating RPUMBA Roundpole 347 tempe'&ure) universal BL30 Bi -level sovit(hed dimming, nominal 30% 480 Template #B Square pole To of Pole ' t ---------- PLC 2 DU127F13JU (2 Phouxell - SSL twist -lack (I 20-277V) 111.1.3471`11.50I.JU Photocell -.SSL twist-lock(347V)+' DLL4 OF IS Cut J If Photocell- SSL twisclQck (480T Scu shoningop), NA 9 DIROXID V Mast arm mounting bracket adaptor mounting (spedify firdsh) I PUMBA 08XV Ut Round and square pole universal mount- Wall bracket ing bracket adaptor (specify finish) fsxllis u Howe -side shield (includes 2 shields) CSX IVG U Vandal guard accessory (SXI 9S u 64d-determat spikes accessory knv. conub/ bpo", 'm,'17 d.Xw 5i /., EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD Shipped included l Shipped installed SPA Square pole PER NEW twist-lo(konceptande arty (no controls) DNAXD mounting OCR Diniatubhe and controllable via ROAM"(no RPA Round pole DBLSXD controls) 11 DNATXD mounting DMG 0-10V chnnnining driver (no controls) W B.A Wall bracket HS House­sidieshieW Shipped Separately I SF Single fuse (120, 277, 347V) SPUMBA squarepole DF Double horse(208,240,480V)' universal DS Dual svvit(ching 89 Lithonia mounting 2ELED Emergency LED secondary source (2 1 adaptor' 11072 modules)battery pack( -20°C min. operating RPUMBA Roundpole tempe'&ure) universal BL30 Bi -level sovit(hed dimming, nominal 30% mounting BL50 Bilevel switched dimming, nominal 501/o adaptor Shipped separately KMA8 DDBXD U Mast am, VG Vandal gwa,d mounting baketadap- BS Bid-detevant spikes tof V'tL'u­'1n urvah'gs oa,!FCshfsLw',b ­de'd-twn dpws -se-a" -4 mushed rook. 3.25'0,fl *pbso. Tenon Mounting Sllipfitlter** 111011101 2-316" AST20-190 AST20­280 AST201290 AST20-320 A5T20-390 A5T20-490 2-718' A51`25-190 ASTZS-280 AST25-290 AST25-320 AST25-390 AST25-490 4' A5135-190 AST35.280 AST35-290 AST35320 AST35-390 AST35.490 DDBXD DarOranxe DBLXD Black DNAXV Natural aluminum DWHXD White DD8TXD Textured dark bronze DBLBXD Textured black DNATX,D Textured natural aluminum DWHGXD Textured while NOTES I M\(00 chriver operates on any line voltage from 120-277V, (50/60 Hai. Specify 1Z0, 208, 240 or 277 options only when ordering with fusing (SF, DF opbons). 2 Also available as a separate accessory, see Accessories information at left. .3 1.5 G vibrration load rating per ANCI C136.31. 4 Requires "SPA" mounting option. Must be ordered as a separate accessory,;,see Accessories information, For use with 2-318" mast arm (not inducled), 5 Specifics a ROAM® enabled luminaire with Ci dimming capability; PER opticon required. Not available with 347 or 486V. Add'l hardware and services reeccured for ROAM@ deployment, call 1-800-442-6745. 6 Not availaable with 347 or 48GV. 2 Single fuse (gir) requires 120,277 or 347 voltage option. Double fuse (D9 requires Z08, 240 or 480 voltage option. 8 Provides; 50% dimming capability via two independent drivers, each opeerating half the luminaire, Available with MV0J and two light erqinnes only. NIA with PER, DCR, DMG or 2ELED. 9 Requires; an additional switched line. 10 Dimming driver standard. MVOLT only. Not available with DCR, 11 Requiros 11mmircurse to be specified with PER option, Ordered and shipped as a sepannatehne item. &Llfr"VIVIA One Lithonia Way ® Conyers, Georgia 30012 - Phone: 800.279.8041 - Fax: 7 70,918,1209 Z -159"T1 (0 2012-2016 Acuity Brands Lighting, fnc. Alf rights reserved. 1*27s• Specifications Height: (29.2 Width: 16-3/8" (41.6cm. Depth: 9-5/16" (23,6 ctyr) Weight 3Q lbs (Max)- (13.6 k9) CSXW LED LED Wall Luminaire Number Catalog CSXW LED 30C 1000 40K TFTIJ Notes MVOLT DDl3XD Type Introduction The Contour' Series luminaires offer traditional square dayforms with softened edges for a versatile look thalt complements many applications. The CSXW LED combines the latest in LED technology with the familiar aesthetic of the Contour"' Series for stylish, high-performance illumination that Ilasts. It is ideal for replacing 100- 40OW metal halide in wa))-mounted applications with typical energy savings of 80% and expected service life of over 100,000 hours. � j, W'?R � - ' TOM . ff EXAMPLE: CSXW LED 30C 700 40K T3M MVOLT DDBXD DDBXD Dark bronze DBLXD Black DNAXD Naar at aluminum DWHXD While DDBTXD Textured dark bronze DBLSXD Textured black DNATXD Textured natural photocontrol (PE option). aluminum DWHGXD Textured white NOTES 1 Configured with 4000K (/40K) provides the shortest Label lead times. Consult factory for 5000K V56K) lead Manufacturer times. 2 MVOLT driver operates on any line voltage from 120- Number 277V (50160 Hz). Specify 120, 208, 240 or 277 options Lumens Per only when ordering with fusing (5F, DF options) or Wattage photocontrol (PE option). 3 Available with 700 rnA options only (30C 700). 4 Also available as a separate accessory; see Number Accessories information at left, 5 Photocontrol (PE) requires 120,208, 240, 277 or 347 voltage option, 6 Must be ordered with fixture; cannot be field installed. 7 Single fuse (SF) requires 120, 277 or 347 voltage Lithonia option. Double fuse (D9 requires 208,240 or 480 CONTOUR voltage option. One Lithonia Way - Conyers;, Georgia 30012 - Phone: 800.279.8041 - Fax: 770.918.1209 CSXW-LED Oc 201.2-2016 Acuity Brands Lighting, Inc. All rights reserved, Rev. 02/22/16 Schedule Symbol Label Quantity Manufacturer Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage Tilt ROW/PROPERTY LINE + 0.1 fc 0.1 fc Number N/A N/A Lamps Lamp Factor SITE AREA 18 Lithonia CSXW LED CONTOUR LED 1 CSXW LED 11072 1 104 0 Lighting 30C 1000 SERIES LED 30C_1000_4 40K TFTM WALL- 0K_TFTMJes MOUNT WITH 30 4000K LEDs OPERATED AT 10OOmA AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS 7 Lithonia CSX1 LED CONTOUR LED 1 CSX11 LED 6 17393 1 209 0 Lighting 60C 1000 SERIES LED 00_1000_40 40K TFTM AREA K - TFTM_HS.i HS LUMINAIRE es WITH 60 4000K ZEDS OPERATED AT 10OOmA 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 0.1 fc 0.0 fc N/A N/A SITE AREA 2.0 fc 12.1 fc 0.0 fc J 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 its 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 4. New free—standing pole mounted light fixtures (and poles), and new wall mounted fixtures shall be a dark bronze finish. 30 0 30 60 90 Scale: 0 6 PAi Z N ly N W W Z Z W W n 1 Z 0 - E Z F V) D N 0 W > U) Ld V) > V) Z 0 _J W CTS 0 1 N 0 JfUU N A SHIMP > ic o.415183 twtq 4� 0,11 "L; k--S 101VAL Date .09/26/2016 Scale 1 "-30' Sheet No. C7 OF 16 File No. 11.0100 effliv - 530 525 520 515 51 iib' WATE RI.INE --- \ \ Er�1SE�E��7 �_ _ _ \ � ` � ._.............._...._�..............._......-AIRT��C: `�C-6�ATION� OF 30" DIP RWSA WATERLINE ._...._..,_-._._.�..-,..._.._.....-_.-....._._._ - � ___--____ _- - ----_ _- _._ - / N CURB &GUT4YELW 56 - z culla &GUTTER�2 STATE ROUTE 1403 - - ------ _ T ,, DOUBLE STRIPES PAVED . ..35 MPH SPEED- 504 fw / i PAVED "°,.a�$F.. I / 'E DOUBLE STRIPES CURB & GUf °" O""'•, '`� •.. �..., n1, =rrco 1: _. - _. _ - i - -. .....«,..,,>...::.*..::....,.s...m.,<,..zm.............a \ l / -- i -' - 10+00 10+50 11+00 11+50 12+00 12+50 13+00 W7 -M SCALE: 1. VERT.t LOGEEXD PAVEMENT 1 I HAS DETERMINE D 1,N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS _ PROPOSED ASPHALT LAYERS ' - EXISTING SUBBASE _ PROPOSED SUBBASE _ _ _ _ p _ Y COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL P>f>I REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11./y INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS ASDETERMINEDBY CURES (SEE NOTE 3) BERKMAR DRIVE HORIZONTAL SIGHT DISTANCE DETAIL 8" - 3DAY O CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR SCALE: 1 40 4 BARS AT 12" O.C. 00 0.0000000000000 # " TE IIII-III l -- 6 COMPACTED VDOT #21A III ISI III ��i I�� COMPACTED SUBGRADE 530 T 525 525 520 520 515 515 5110+00 13+50 14+010 NOTES 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND. PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT OF$". 3. A MINIMUM OF THREE COREi$ SHALL BE TAKEN ALONG THE CENTER- OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESF,CORES: SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 I2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. - 5, THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6- EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE -IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07501 OF THE. SPECIFICATIONS, ASPHALT PAVEMENT WIDENING REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION . GR -2, 2A 305 315 10+50 11+00 525 ' _ 520 - -- - - - ----- � 515 11+50 12+00 12+50 13+00 13+5014+0010 2 RT 15 SIGHT DISTANCE PROFILE - RIGHT C$SCALE: BEYOND SHY LINE HORZ. 1 "=10' VERT. 3 6 9 4 8 12 -- - - --_`--- ---- _--_ 11:1 - 5' 1 16:1 80 * 30 4' 13:1 7:1 ?1.f --------__ TYPE A \ \ 3, SLOPNO SIDES OF CURB RAID MAY BE POURED MONOLITHICALLY WITH RMP e PERPENDICULAR FACE OF CURB) WILL BE PAS FOR AS RADIAL; CURB, FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REC1UNiE1) BARS. TREATED GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -O. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4. IF RAMP FLOOR IS PRECAST.HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDS CMN BE CAST IN PLACE AFTER PLACEMENT OF / e" *' BLOCKOUT FOR MAINTENANCE (15" DEPT) OR INCf�ASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE 80TTOM OF CURB WILL GO1tNGtDE PRECAST RAR' FLOOR. PRECAST CONCRETE SHALL BE CLASS A;4. REPAIR ONLY SOUTHERN PINE 19 'ON 10+00 10+50 11+00 11+50 12+00 12+50 13+00 W7 -M SCALE: 1. VERT.t LOGEEXD PAVEMENT 1 I HAS DETERMINE D 1,N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS _ PROPOSED ASPHALT LAYERS ' - EXISTING SUBBASE _ PROPOSED SUBBASE _ _ _ _ p _ Y COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL P>f>I REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11./y INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS ASDETERMINEDBY CURES (SEE NOTE 3) BERKMAR DRIVE HORIZONTAL SIGHT DISTANCE DETAIL 8" - 3DAY O CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR SCALE: 1 40 4 BARS AT 12" O.C. 00 0.0000000000000 # " TE IIII-III l -- 6 COMPACTED VDOT #21A III ISI III ��i I�� COMPACTED SUBGRADE 530 T 525 525 520 520 515 515 5110+00 13+50 14+010 NOTES 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND. PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT OF$". 3. A MINIMUM OF THREE COREi$ SHALL BE TAKEN ALONG THE CENTER- OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESF,CORES: SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 I2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. - 5, THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6- EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE -IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07501 OF THE. SPECIFICATIONS, ASPHALT PAVEMENT WIDENING REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION . GR -2, 2A 305 315 10+50 11+00 525 ' _ 520 - -- - - - ----- � 515 11+50 12+00 12+50 13+00 13+5014+0010 2 RT 15 SIGHT DISTANCE PROFILE - RIGHT C$SCALE: BEYOND SHY LINE HORZ. 1 "=10' VERT. 3 6 9 4 8 12 j5=- 10 15 14:1 * 14 15 6.5' 21:1 11:1 40 5' 1 16:1 80 * 30 4' 13:1 7:1 ?1.f WARNING MAY BE USED WITH THE APPROVAL OF TFE ENGINEER. TYPE A COMMON NAL SEE NOTE 5. w 3, SLOPNO SIDES OF CURB RAID MAY BE POURED MONOLITHICALLY WITH RMP e PERPENDICULAR FACE OF CURB) WILL BE PAS FOR AS RADIAL; CURB, FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REC1UNiE1) BARS. TREATED GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -O. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4. IF RAMP FLOOR IS PRECAST.HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDS CMN BE CAST IN PLACE AFTER PLACEMENT OF / e" *' BLOCKOUT FOR MAINTENANCE (15" DEPT) OR INCf�ASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE 80TTOM OF CURB WILL GO1tNGtDE PRECAST RAR' FLOOR. PRECAST CONCRETE SHALL BE CLASS A;4. REPAIR ONLY SOUTHERN PINE 19 'ON 6. REQUIRED BARS ARE TO BE NO. 5 X S" PLACED T CENTER TO CENTER ALONG =� OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BED 6 TO BE MADE FOR A DECREASE OR AN BOTH SIDES OFT RAIN' FLOOR, MD-DEPT14 OF RMI' FLOOR. MINIMUM 7Y,' 1 12 R CONCRETE COVER Me% -MA-fr• � able 4"x 8"x1'-2" TREATED e" PINE BLOCK. - � Y•.� fi ''R H D S TOL E fid �K TECTION FOR P£OES��E D BIND.LD R� V TIO A 'FiET"^Gl1TiWtE 0A APPEHjDEXE�OF Y0C)T ROtt�tttvOtyE{ MANUAL. ARE INCLUDED W AM FOR CURB / CURB AGUTTER. THE CRT POST IS FOR USE WITH THE STANDARD GR -10 TYPE IIIOR WHERE TYPE B REQUIRED STfifp 7. CURB RIPS ARE TO BE LOCATED AS SHOWN ON THE PLANES OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE 'TO E PROVIDED AT INTERSECTIONS WHEREVER T ph d 6., d .;a AN ACCESSIBLE ROUTE WtTFB1 THE RK HT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SY)EWALK IS EXISTIIG PROPOSED Y'a^ DIA POST MAY BE HOT ROLLED OR WELDED, OR NONEXISTENT. THEY MUST 13ELOCATED WITHIN PEDESTRIAN CR(SSSWALKS " HALES GUARDRAIL INSTALLATION SURFACE AS SHOWN ON PLANS ORAS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIES EXISTING LW POLES FIRE 66N SITES REQUIRINGLONGER 10+00 10+50 11+00 11+50 12+00 12+50 13+00 W7 -M SCALE: 1. VERT.t LOGEEXD PAVEMENT 1 I HAS DETERMINE D 1,N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS _ PROPOSED ASPHALT LAYERS ' - EXISTING SUBBASE _ PROPOSED SUBBASE _ _ _ _ p _ Y COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL P>f>I REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11./y INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS ASDETERMINEDBY CURES (SEE NOTE 3) BERKMAR DRIVE HORIZONTAL SIGHT DISTANCE DETAIL 8" - 3DAY O CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR SCALE: 1 40 4 BARS AT 12" O.C. 00 0.0000000000000 # " TE IIII-III l -- 6 COMPACTED VDOT #21A III ISI III ��i I�� COMPACTED SUBGRADE 530 T 525 525 520 520 515 515 5110+00 13+50 14+010 NOTES 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND. PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT OF$". 3. A MINIMUM OF THREE COREi$ SHALL BE TAKEN ALONG THE CENTER- OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESF,CORES: SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 I2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. - 5, THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6- EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE -IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07501 OF THE. SPECIFICATIONS, ASPHALT PAVEMENT WIDENING REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION . GR -2, 2A 305 315 10+50 11+00 525 ' _ 520 - -- - - - ----- � 515 11+50 12+00 12+50 13+00 13+5014+0010 2 RT 15 SIGHT DISTANCE PROFILE - RIGHT C$SCALE: BEYOND SHY LINE HORZ. 1 "=10' VERT. CG -12 05 DOWELS. W LONG A r ---PERMISSIBLE AT 12" C -C W1 CCOONNISTRUCTION 9' MN. 12:1 MAX 12:1 MAX RAMP (SEE TABLE) TRUNCATED DOMES 1644 A SEE SHEET HOF 4 FOR DETAILS On0 5'-0" IN U SHAPE TO MATCH FACE - OF ROADWAY CURB BACK OF CURB 48CURB 48MAX 20 :1 48CROSSWALK z'MIN. SECTIdN A -A TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK lSSIRMBLE 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 MINIMUM RAMP LENGTH N FEET IN PERCENT 4" CURB 6" CURB 0 4 6 INSIDE SHY LINE BEYOND SHY LINE 2 5 8 3 6 9 4 8 12 j5=- 10 15 14:1 * 14 15 NOTE: SIEMIE15NFETRERDLERHELID TO EGALESSOFT SLOPE. SPEGFICArM CG -12 DETECTABLE WARNING SURFACE 102 TYPE B (PARALLEL) APPLICATION R 1V. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 1,203.06 * 27Y4" MIN - 204" MAX RAIL HEIGHT 3-11/2" 3'-1'/2'. GR -2 GR -2A (6'-3" POST SPACING) (3'-11/2" POST SPACING) MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION 2' NOTES= - GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETALS OF POST AND BLOCKOUTS SEE SHEET NO.501.05. x OPTIONAL. GR -2A METHOD x OPTIONAL GR -2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT AND RAL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 ANIS 561.02. x WHEN NESTED RAL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR -2A THE POST SPACING WILL BE 6'-3" BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN a" PER FOOT FROM VERTICAL. W -BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR -2 AND GR -2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27}FA" MIN - 28 -YT" MAX AS MEASURED PER STANDARD CR -INS. ALL W -BERM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR -2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR STANDARD GR -2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. xvl:)= ROAD ANO BRIDGE STANDARDS SHEET i OF 2 REVISION DATE 501.04 08/14 W SUGGESTED MAXIMUM FLARE RATE FOR SEMI-RIGID BARRIER SYSTEMS, A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CE14TRAALpO{F''FFIICE. SPECIFICATION STANDARD BLOCKED -OUT W- BEAM GUARDRAIL REFERENCE (STRONG POST SYSTEM) �5 VIRGINIA DEPARTMENT OF TRIMSPOIRTATION FLARE RATES {�-G�R-2, 2A DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LIE FLARE LS RATE FLARE RATE 70 9' 30:1 15:1 xC 60 W 26:1 14:1 * 50 6.5' 21:1 11:1 40 5' 1 16:1 80 * 30 4' 13:1 7:1 ?1.f W SUGGESTED MAXIMUM FLARE RATE FOR SEMI-RIGID BARRIER SYSTEMS, A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CE14TRAALpO{F''FFIICE. SPECIFICATION STANDARD BLOCKED -OUT W- BEAM GUARDRAIL REFERENCE (STRONG POST SYSTEM) �5 VIRGINIA DEPARTMENT OF TRIMSPOIRTATION 1 • )Not To Scale 9.5A i • IM 19.0 PAVEMENT SECTION r -3 - RETAINING WALL DETAIL rT)liFOR �$ C$ Not to Scole jr 1 "=20' I{R-1 W MAX, {�-G�R-2, 2A TI GENERAL NOTES: 1 r - t THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. ( 36"-42" n C - •. �" HOLE ' HOLE NUT' - WITH �LP RESISTANT INTEGRAL SLN?FACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FDOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 6"'x6"x1.'-2" R" HOLE - PINE BLOCK OR 8 RECYCLED MATERIAL. TRAVEL, OTHER TYPES OF MATERIAL WITH. THE: TRUNCATED DOMES DETECTABLE Al RECYCLED �{„ Y4GALV. WARNING MAY BE USED WITH THE APPROVAL OF TFE ENGINEER. TYPE A COMMON NAL SEE NOTE 5. w 3, SLOPNO SIDES OF CURB RAID MAY BE POURED MONOLITHICALLY WITH RMP FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 1 • )Not To Scale 9.5A i • IM 19.0 PAVEMENT SECTION r -3 - RETAINING WALL DETAIL rT)liFOR �$ C$ Not to Scole jr 1 "=20' 4 4 - a 4" - 3,000 PSI CONCRETE -4 0°0°0°0°0°0°°0° 4 - VDOT #21A BASESTONE 0 ,� w _ COMPACTED SUBGRADEy� 1 E] I Nil iiil I liii I l i ----'MIN. CBR=6.0 �C TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION CS Not To Scale cj `- 1.5" OF SM -9.5A SUPERPAVE "1 2.5" - ASPHALT CONCRETE BASE COARSE TYPE ` BM -25.0 6" - VDOT #21A BASESTONE 00000°°°0°o°0000 _ _ _ COMPACTED SUBGRADE -I (I4I� TO BE FIE DOVERIFIED R( TYPICAL PAVEMENT SECTION FOR PARKING LOT 1-7 Not To Scale F I lard �Il TREATED WOOD GATES PINfSH TO MATCH 8LDG5 DUMPSTER, - CMU ENCLOSURE I ° r WITH BRICY. FACING - 0 HEIGHT i I - DUMPSTER ENCLOSURE r6-`*�DUMPSTER SCREENING L �$ Not To Scale DUMPSTER PAD PLAN o 2 �0 0 U 0 Z N � N W W ^z � 0 �r z v W W Q z 0 = Z � z F= N 0 0) � N N W Q U) Lj I- J In > z(n W Q � > 0 W J ry Q N 0 4 x 4 STEEL A�JTJ op}, COLUMN !�� U JU M. SKIMP > 1.c. No. 4 183 sSIONAL�� I{R-1 W MAX, {�-G�R-2, 2A CG -12 GENERAL NOTES: 1 WASHER - t THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. I/2' O.D. STAHB.tAIm PIPE FOR RAILS -(TOY`CPa 36"-42" n C - 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) �" HOLE ' HOLE NUT' - WITH �LP RESISTANT INTEGRAL SLN?FACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FDOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 6"'x6"x1.'-2" R" HOLE - PINE BLOCK OR 8 RECYCLED MATERIAL. TRAVEL, OTHER TYPES OF MATERIAL WITH. THE: TRUNCATED DOMES DETECTABLE Al RECYCLED �{„ Y4GALV. WARNING MAY BE USED WITH THE APPROVAL OF TFE ENGINEER. TYPE A COMMON NAL SEE NOTE 5. w 3, SLOPNO SIDES OF CURB RAID MAY BE POURED MONOLITHICALLY WITH RMP FOR USE WHEN REPAIRING DAMAGED GUARDRAIL PERPENDICULAR FACE OF CURB) WILL BE PAS FOR AS RADIAL; CURB, FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REC1UNiE1) BARS. TREATED GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -O. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4. IF RAMP FLOOR IS PRECAST.HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDS CMN BE CAST IN PLACE AFTER PLACEMENT OF / e" *' BLOCKOUT FOR MAINTENANCE (15" DEPT) OR INCf�ASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE 80TTOM OF CURB WILL GO1tNGtDE PRECAST RAR' FLOOR. PRECAST CONCRETE SHALL BE CLASS A;4. REPAIR ONLY SOUTHERN PINE 19 'ON 6. REQUIRED BARS ARE TO BE NO. 5 X S" PLACED T CENTER TO CENTER ALONG =� OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BED 6 TO BE MADE FOR A DECREASE OR AN BOTH SIDES OFT RAIN' FLOOR, MD-DEPT14 OF RMI' FLOOR. MINIMUM 7Y,' 1 12 R CONCRETE COVER Me% -MA-fr• � able 4"x 8"x1'-2" TREATED e" PINE BLOCK. S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS $ Sty' Y•.� fi ''R H D S TOL E fid �K TECTION FOR P£OES��E D BIND.LD R� V TIO A 'FiET"^Gl1TiWtE 0A APPEHjDEXE�OF Y0C)T ROtt�tttvOtyE{ MANUAL. ARE INCLUDED W AM FOR CURB / CURB AGUTTER. THE CRT POST IS FOR USE WITH THE STANDARD GR -10 TYPE IIIOR WHERE TYPE B REQUIRED STfifp 7. CURB RIPS ARE TO BE LOCATED AS SHOWN ON THE PLANES OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE 'TO E PROVIDED AT INTERSECTIONS WHEREVER T ph d 6., d .;a AN ACCESSIBLE ROUTE WtTFB1 THE RK HT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SY)EWALK IS EXISTIIG PROPOSED Y'a^ DIA POST MAY BE HOT ROLLED OR WELDED, OR NONEXISTENT. THEY MUST 13ELOCATED WITHIN PEDESTRIAN CR(SSSWALKS " HALES GUARDRAIL INSTALLATION SURFACE AS SHOWN ON PLANS ORAS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIES EXISTING LW POLES FIRE 66N SITES REQUIRINGLONGER a a HYDRANTS. DROP INLETS; ETC, AKESSIBLL ROUTES PROVIDE A NUOLIS y �� UNOBSTRUCTED STABLE: FORM *0 SLIP RESISTANT PATH CONNECTING ALLX01 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROAC;I•ED. ENTERED f �j� N AND USED BY PEDESTRIANS.XX 5 4, S. RAMPS MAX BE PLACED, ON RADIA, OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIIN LINTS OF NNE CROSSWA K AND 2' ... AT 2" HIGHER THAN EDG C1H PAVEMENT THAT THE SLOPE AT THE CO"CTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. STEEL ITEMS ARE TO BE GALVANIZED. AT Y(:K , SAME AS TOP OF CURB 9. Cp��TECRETE%AKREIS 4" rH�(T y'OF THIEF TR�tNECA�yRADI.CANNOT '�I ( ( ���) -i" TYPE C BE INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION THAT RRp•��-��ER TQ DG-`(3BI�OMMERCIAL ENTR CE (HEAVYTRLX KPARALLEL RETE DEAK. W6x8.5 z W6x9 & PERPENDICULAR f0, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, SINGLE RUN OFKOUT GUARDRAIL. 4" L' RADIUS OPTIONAL HOLE THE MIN IWUM WIDTH SHAT BE THE WIDTH OF THE SHARED USE PATH 3%2" ODA. H6LE5q -f'- 1.$" - 2.4° JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 AND 501.02. 4. DRIVE NAL ON BOTH SIDES WITHIN E OF THE _/-T- TI�TU TRUNCATED DOME ^..-�'#-1.y'-�--•_ C -C 0 0 HOLES IN POSTS P O 9.00-009000 AND BRACKETS AN BE �'i" DIA• CRT POST O O O O 0 00 0000000 { t 0 0 0 0 0 0 00 0 0 0 0 0 0 0,. REFERENCE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL C4 o 000000000000000 0 0'2u REVISION DATE 0 0 0 0 0 0 0 0 0 0 00 0 0 0 236 505 �% - 85% OF BASE DIAMETER ` 0 0 0 0 0 0 OP 00000001 ACCEPTABLE ALTERNATIVE O P O P O P O O O P 00 00 0 RS EXTRUDED 9" - 1.4" B OHAJETER VARIABLE �-4' MINIMUM. -�•� SCIBCATION PAY LIMITSTRUNCATED DOME DETAIL DETECTABLE WARNING STANDARD 6" CURB DETAIL SHE ET 10r a VIRGINIA DEPARTMENT GF TRANSPORTAnON REV.9/06 CG -12 DETECTABLE WARNING SURFACE REV. 7/05 GENERAL NOTES 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 4 4 - a 4" - 3,000 PSI CONCRETE -4 0°0°0°0°0°0°°0° 4 - VDOT #21A BASESTONE 0 ,� w _ COMPACTED SUBGRADEy� 1 E] I Nil iiil I liii I l i ----'MIN. CBR=6.0 �C TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION CS Not To Scale cj `- 1.5" OF SM -9.5A SUPERPAVE "1 2.5" - ASPHALT CONCRETE BASE COARSE TYPE ` BM -25.0 6" - VDOT #21A BASESTONE 00000°°°0°o°0000 _ _ _ COMPACTED SUBGRADE -I (I4I� TO BE FIE DOVERIFIED R( TYPICAL PAVEMENT SECTION FOR PARKING LOT 1-7 Not To Scale F I lard �Il TREATED WOOD GATES PINfSH TO MATCH 8LDG5 DUMPSTER, - CMU ENCLOSURE I ° r WITH BRICY. FACING - 0 HEIGHT i I - DUMPSTER ENCLOSURE r6-`*�DUMPSTER SCREENING L �$ Not To Scale DUMPSTER PAD PLAN o 2 �0 0 U 0 Z N � N W W ^z � 0 �r z v W W Q z 0 = Z � z F= N 0 0) � N N W Q U) Lj I- J In > z(n W Q � > 0 W J ry Q N 0 4 x 4 STEEL A�JTJ op}, COLUMN !�� U JU M. SKIMP > 1.c. No. 4 183 sSIONAL�� I{R-1 W MAX, {�-G�R-2, 2A 1 WASHER - I/2' O.D. STAHB.tAIm PIPE FOR RAILS -(TOY`CPa 36"-42" n C - 'x1BOLT �" HOLE ' HOLE NUT' - 6"x 8"x1'-2" TREATED 6"'x6"x1.'-2" R" HOLE - PINE BLOCK OR 8 RECYCLED MATERIAL. TREATED PINE 6 Al RECYCLED �{„ Y4GALV. STEEL IOD NO MATERIAL COMMON NAL SEE NOTE 5. w 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 61.x8"xP-2" m FACE OF CURB) WILL BE PAS FOR AS RADIAL; CURB, CONTANING STEEL BLOCKOUTS. TREATED GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -O. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" PIIS BLOCK / e" *' BLOCKOUT FOR MAINTENANCE (15" DEPT) OR INCf�ASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE 80TTOM OF CURB WILL GO1tNGtDE �N REPAIR ONLY SOUTHERN PINE 19 ' I SP1 OA. q NJIi( ARO ALL POST - =� OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BED 6 TO BE MADE FOR A DECREASE OR AN Dbi.TS (TYP.) �„ 101-W 7Y,' 1 LESS THAN INCREASE N DEPTH• %S" HOLE 6x$ WOOD POST � able 4"x 8"x1'-2" TREATED e" PINE BLOCK. STRONG POST $ Sty' Y•.� fi ''R H D S TOL E fid �K TECTION FOR P£OES��E D BIND.LD R� V TIO A 'FiET"^Gl1TiWtE 0A APPEHjDEXE�OF Y0C)T ROtt�tttvOtyE{ MANUAL. 8'-O" POST GUARDRAIL THE CRT POST IS FOR USE WITH THE STANDARD GR -10 TYPE IIIOR WHERE 4"" WIDE BLOCKOUT REQUIRED STfifp SPECIFIED BY THE ENGINEER IN THE PLANS- - T ph d 6., d .;a DETAIL A *7 Y'a^ DIA POST MAY BE HOT ROLLED OR WELDED, HOLE HALES GUARDRAIL INSTALLATION SURFACE SITES REQUIRINGLONGER a a GUARDRAILLP POSTS N N N .1 3" f �+ -s1, • N Q NOTES; 4, •¢ TREATEDW &e BOLT TREATED PINE i ALL BOLTS, NUTS, WASHERS, AND OTHER o NOT BLOCK OR in STEEL ITEMS ARE TO BE GALVANIZED. ffF=fRECYCLED w MATERIAL in 2• ALTERNATE TYPE POSTS AND BLOCKOUT MAY '�I ( ( ���) -i" OR BE INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION THAT 'A W6x8.5 z W6x9 THE SAME TYPE OF POST AND BE USED IN ANY 1,5 SINGLE RUN OFKOUT GUARDRAIL. 4" L' RADIUS OPTIONAL HOLE 3, FOR DETAILS OF GUARDRAIL ELEMENT SPLICE 3%2" ODA. H6LE5q -f'- TO FACILITATE GALVANIZING JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 AND 501.02. 4. DRIVE NAL ON BOTH SIDES WITHIN E OF THE _/-T- TI�TU TDP OR BOTTOM OF BLOCKOUT AFTER �" x 18 BOLT IS INSTALLED. HOLES IN POSTS 15 `.','s SURFACE 1.1 AND BRACKETS AN BE �'i" DIA• CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XV©© -I-' REFERENCE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 236 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 4 4 - a 4" - 3,000 PSI CONCRETE -4 0°0°0°0°0°0°°0° 4 - VDOT #21A BASESTONE 0 ,� w _ COMPACTED SUBGRADEy� 1 E] I Nil iiil I liii I l i ----'MIN. CBR=6.0 �C TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION CS Not To Scale cj `- 1.5" OF SM -9.5A SUPERPAVE "1 2.5" - ASPHALT CONCRETE BASE COARSE TYPE ` BM -25.0 6" - VDOT #21A BASESTONE 00000°°°0°o°0000 _ _ _ COMPACTED SUBGRADE -I (I4I� TO BE FIE DOVERIFIED R( TYPICAL PAVEMENT SECTION FOR PARKING LOT 1-7 Not To Scale F I lard �Il TREATED WOOD GATES PINfSH TO MATCH 8LDG5 DUMPSTER, - CMU ENCLOSURE I ° r WITH BRICY. FACING - 0 HEIGHT i I - DUMPSTER ENCLOSURE r6-`*�DUMPSTER SCREENING L �$ Not To Scale DUMPSTER PAD PLAN o 2 �0 0 U 0 Z N � N W W ^z � 0 �r z v W W Q z 0 = Z � z F= N 0 0) � N N W Q U) Lj I- J In > z(n W Q � > 0 W J ry Q N 0 4 x 4 STEEL A�JTJ op}, COLUMN !�� U JU M. SKIMP > 1.c. No. 4 183 sSIONAL�� 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. CG -6 NOTES I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3• COMBINATION CURB E1, GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB GUTTER, 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF. THE CURB TO THE SLOP BE SUBBASE COURSEPARALLEL AND TO THE DEPTH OF THE PAVEMENT,. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION, 2" R OF THE VDOT ROAD? DESIGN MANUAPPENDIX A 5 s ► A A > 7" A ,LI Q G A D D 4 P P P O D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER 902 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTAINEM 201,03 W �✓ EE a�� (n U) CL CL n .) U (n CO 1./7 C3 -� E LL LL C3 0 (0 �ad -1 hh hh h cV Ln In (.D h cD O CD cD cD ®11®1i1 l p�'�.� r-- 'I I{R-1 W MAX, - MAX. 6'-0" I/1. DIA SOLID STEEL SMOOTH IiZItSMRD74 CG -2 I/2' O.D. STAHB.tAIm PIPE FOR RAILS -(TOY`CPa 36"-42" NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. S" MAX. MN. d• _ �, 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ❑ 4/p° O.C. 4000 PSI IF PRECAST.. yy/�pp7� pp�� �7H1 RAE A8EACH 1.t TT01,1 At�R{SER 3. CURB HAVING 'A RADIUS OF 300 FEET. OR LESS (ALONG . GROUNDING ELECTRODE CONCRETE MORTAR RUBOLE CONCRETE FACE OF CURB) WILL BE PAS FOR AS RADIAL; CURB, HANDRAIL (GUARD) INSTALLATION ON WALLS KNDRAS MALL BE GROUNDED AND EFFECTWELY SON". GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -O. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" FOR ALL DETAILS AND DIVEN♦SIONS NOT SHOWN( SEE STD. FE -CL. STANDARD FE -CL (15" DEPT) OR INCf�ASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE 80TTOM OF CURB WILL GO1tNGtDE SS��33 593 O.D. LIQ POST L POST WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SP1 OA. q NJIi( ARO ALL POST - OROlXilMp�gE G E4J.EiC30vER. BE OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BED 6 TO BE MADE FOR A DECREASE OR AN Dbi.TS (TYP.) �„ 101-W 4 END OF RETAR*(G WALL COHTRACTIQ N JOR(T U.y.RE4'D, RW -2 RETA*ANG WALL -o INCREASE N DEPTH• 4„ 2" R 5. CG -2 IS TO BE USED ON ROASDi�A S ETING THE ttai t FT�FE NOTES= $ Sty' Y•.� fi ''R H D S TOL E fid �K TECTION FOR P£OES��E D BIND.LD R� V TIO A 'FiET"^Gl1TiWtE 0A APPEHjDEXE�OF Y0C)T ROtt�tttvOtyE{ MANUAL. a, MINIMUM MP1�G PROTELZ C /VISHOULD ACT 50LWITH TBUIL COW. CE WITH THE LATEST EDITION OF THE VIRGINIA UNFORMi V: 16M STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING Rev. 7/04 d p. VIROMA DEPARTMENT OF TRANSPORTATION OOIOfi d 6., d .;a SEE d v !a SURFACE NOTE 4 a a �+ -s1, • BASE 'A SUBBASE 4" L' RADIUS 6„ d •' 7%2 'A 15 `.','s SURFACE 1.1 18" MAX. d d A BASE SUBBASE ACCEPTABLE ALTERNATIVE RS EXTRUDED SCIBCATION HE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT GF TRANSPORTAnON REV.9/06 201.01 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. CG -6 NOTES I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3• COMBINATION CURB E1, GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB GUTTER, 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF. THE CURB TO THE SLOP BE SUBBASE COURSEPARALLEL AND TO THE DEPTH OF THE PAVEMENT,. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION, 2" R OF THE VDOT ROAD? DESIGN MANUAPPENDIX A 5 s ► A A > 7" A ,LI Q G A D D 4 P P P O D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER 902 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTAINEM 201,03 W �✓ EE a�� (n U) CL CL n .) U (n CO 1./7 C3 -� E LL LL C3 0 (0 �ad -1 hh hh h cV Ln In (.D h cD O CD cD cD ®11®1i1 l p�'�.� r-- 'I I{R-1 W MAX, - MAX. 6'-0" I/1. DIA SOLID STEEL SMOOTH IiZItSMRD74 T' kD RO4 PPE. (TYP.)OR D I I/2' O.D. STAHB.tAIm PIPE FOR RAILS -(TOY`CPa 36"-42" (riP.)I/a' O.D. EXTRA STRONG PPE FOR. POSTS I 34-38' = Cs" MAX. S" MAX. MN. d• _ �, ❑ 4/p° O.C. yy/�pp7� pp�� �7H1 RAE A8EACH 1.t TT01,1 At�R{SER . GROUNDING ELECTRODE CONCRETE MORTAR RUBOLE CONCRETE HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS KNDRAS MALL BE GROUNDED AND EFFECTWELY SON". GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -O. FOR ALL DETAILS AND DIVEN♦SIONS NOT SHOWN( SEE STD. FE -CL. STANDARD FE -CL SS��33 593 O.D. LIQ POST L POST SP1 OA. q NJIi( ARO ALL POST - OROlXilMp�gE G E4J.EiC30vER. BE Dbi.TS (TYP.) �„ 101-W 4 END OF RETAR*(G WALL COHTRACTIQ N JOR(T U.y.RE4'D, RW -2 RETA*ANG WALL -o ALTERNATE INSTALLATION ON WALLS NOTES= $ Sty' Y•.� fi ''R H D S TOL E fid �K TECTION FOR P£OES��E D BIND.LD R� V TIO A 'FiET"^Gl1TiWtE 0A a, MINIMUM MP1�G PROTELZ C /VISHOULD ACT 50LWITH TBUIL COW. CE WITH THE LATEST EDITION OF THE VIRGINIA UNFORMi V: 16M STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING Rev. 7/04 504 VIROMA DEPARTMENT OF TRANSPORTATION OOIOfi - 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. CG -6 NOTES I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3• COMBINATION CURB E1, GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB GUTTER, 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF. THE CURB TO THE SLOP BE SUBBASE COURSEPARALLEL AND TO THE DEPTH OF THE PAVEMENT,. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION, 2" R OF THE VDOT ROAD? DESIGN MANUAPPENDIX A 5 s ► A A > 7" A ,LI Q G A D D 4 P P P O D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER 902 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTAINEM 201,03 W �✓ EE a�� (n U) CL CL n .) U (n CO 1./7 C3 -� E LL LL C3 0 (0 �ad -1 hh hh h cV Ln In (.D h cD O CD cD cD ®11®1i1 l p�'�.� r-- 'I EX1 525 520 515 510 505 500 495 490 485 480 475 470 465 o� a M 10+00 H+UU i ttJU ILtVV STORM SEWER PROFILE: EX -1 THRU 4 SCALE: HORZ: 1"=30' VERT:1 =10' Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards — Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001 }. 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie—ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities oneekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass purrlpmg for tie—ins to the existing system. All doghouse manholes must be pressure—tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The protect all utilities and structures Contractor shall use due diligence to from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre—blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre— and post—CCTV may be required, RWSA may also require certification from a licensed professional engineer staling that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. 1 New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any, structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. 500 495 490 485 480 475 470 465 460 45 ILtJV rJrvU n n 525 520 515 510 505 500 495 490 485 480 475 470 465 6 7 8 525 `T' _--- `- 520 515 510 505 500 495 _ ■ AA illyi II � ■ Ili � ■ IIIA I1 IAII�AA/ � II� / rl�l ' iAll IiIAAA•II sem■ �""":If111 'I I I IIII II w II I �1 / � I I II III X�1I1� I�II II IIIIIA� / Ii / SII N' I I IIII/�T:'ll Ii�� I 1 II I III II I VIII VIII A 11111111 IIII I I 87 A.����ir— 1 Mc— IIII IIII 11 II I I 'I'lh'I�I'lll Iw lAll III ■�1 AIAI I � . � �' . �II'IAI. IIIA IIIA I ��.,n ., �����„ � � • © .III SII I � s ��+�„ 11� i 1�� III III .III �I� 111 A e• ` i i i see the note on sheet C4 for more A ��, � �� ..� � I��I� III����''I■I� I I■ I IIII AI �i� � . ;y, �i information regarding the connection to + m the RWSA waterline. i 11 • IAAAi I II 1 c� IAAI�A1 VIII i - IIII 1111111 m. - will I I IIII IIIA I I I A 1 ' IIII 111 II I� I .�_� III III/ I I Ili I IiIII ,,,,,..Ir1er�A1� r I IIIIIII 11, ... • •• �.�� _ �/A I IIII r • _ UT II II IIII' -- ;AIS' 1� ,SII ..t ' �• AitA A I i�1l, - 'III A I/ Ii 1 II � I� AII�I� IIIIIII . �� � ����� � I 111111 IIA/��1�1 / �Ii 11111111 I•I i ILII "` w A IIIIIAAiIA�111111NIII1 11 I I/I �I Allllll III �I�I . 0 A 1 II I VIII I II I� � '• .. If�■�A I/I�1/� I .L...rt/�►' ' III ■AAiI�A �C, � II I/AAAA• iA II �I� �� I �A i II 1111 s o • ill1iilll _ — � II III IiIII�' t / ' t• 1 IIII � IIIIIIIIAI111�IAI�11�111� IIIA ,_,_ 1 A / � 1 Illi � I 10+00 H+UU i ttJU ILtVV STORM SEWER PROFILE: EX -1 THRU 4 SCALE: HORZ: 1"=30' VERT:1 =10' Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards — Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001 }. 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie—ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities oneekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass purrlpmg for tie—ins to the existing system. All doghouse manholes must be pressure—tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The protect all utilities and structures Contractor shall use due diligence to from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre—blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre— and post—CCTV may be required, RWSA may also require certification from a licensed professional engineer staling that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. 1 New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any, structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. 500 495 490 485 480 475 470 465 460 45 ILtJV rJrvU n n 525 520 515 510 505 500 495 490 485 480 475 470 465 6 7 8 525 `T' _--- `- 520 515 510 505 500 495 _ ■ AA °R 11 RI I III c X II I �1 II 11111111 IIII I I 87 Mc— IIII IIII 11 II I I 'I'lh'I�I'lll lAll III ■�1 AIAI I � . � �' . �II'IAI. IIIA IIIA I ��.,n ., �����„ � � • © .III SII I .'h�""�� s ��+�„ — shall be given to RWSA prior to i installation of the taping sleeve. Please e• i i i see the note on sheet C4 for more A ��, � �� ..� � I��I� III����''I■I� I I■ I IIII AI �i� � . ;y, �i information regarding the connection to + m the RWSA waterline. i c� _ II IIII 1111111 II IIII will I I IIII IIIA I I I I I I � 1 ' IIII 111 II I� I .�_� III III/ I I Ili I IiIII ,,,,,..Ir1er�A1� r I IIIIIII 11, ... • •• �.�� IIII i • _ UT II II IIII' 525 520 515 510 505 500 495 1U+UU I U+SU 11011111 IVA0111 STORM SEWER PROFILE: 5 THRU 8 15+U0 525 520 515 510 505 500 495 525 520 515 510 505 500 495 10+00 SCALE: HORZ: 1"=30' VERT:1 "=10' C8 SCALE: HORZ: 1 "=30' VERT:1 "=1 10+00 10+50 11+00 11+50 12+00 12+50 STORM SEWER PROFILE: 10 THRU 13 SCALE: HORZ: 1"=30' VERT:1 "=10' n2 1 s+UU 525 520 515 510 505 500 10+50 495 ■ AA c X II I �1 II 87 Mc— lAll III ■�1 AIAI I � . � �' . �II'IAI. IIIA IIIA I ��.,n ., �����„ � � • .'h�""�� — shall be given to RWSA prior to installation of the taping sleeve. Please i see the note on sheet C4 for more ��, � �� ..� � I��I� III����''I■I� I I■ I IIII AI �i� � . ;y, information regarding the connection to + m the RWSA waterline. C) 10+00 10+50 11+00 11+50 12+00 12+50 STORM SEWER PROFILE: 10 THRU 13 SCALE: HORZ: 1"=30' VERT:1 "=10' n2 1 s+UU 525 520 515 510 505 500 10+50 495 9+50 IL�II�i�] iU+OU I ITiv SANITARY SEWER PROFILE: X THRU 4 SCALE: HORZ: 1"=30' VERT:1 "=10 IL'i VV I Lt JV 525 520 515 510 505 [.`iIZ1] IJTUV IJ-YJV I`t7JV 1 J'I-UV I Jt:J V 10tUU 500 495 490 485 480 475 470 465 460 16+5 55 c X 87 Mc— A minimum of 3 business days notice — shall be given to RWSA prior to installation of the taping sleeve. Please see the note on sheet C4 for more o information regarding the connection to + m the RWSA waterline. C) UT -- 0 s o _ — ,- 9+50 IL�II�i�] iU+OU I ITiv SANITARY SEWER PROFILE: X THRU 4 SCALE: HORZ: 1"=30' VERT:1 "=10 IL'i VV I Lt JV 525 520 515 510 505 [.`iIZ1] IJTUV IJ-YJV I`t7JV 1 J'I-UV I Jt:J V 10tUU 500 495 490 485 480 475 470 465 460 16+5 55 495 10+00 10+50 11+00 11+5U ^ 6 WATERLINE PROFILE SCALE: HORZ: 1"=30' VERM "=10' IL+UU P 12+5U <z � 525 520 515 510 505 500 14+OU95 i . No. 45183 k stONAL � c X 87 Mc— A minimum of 3 business days notice — shall be given to RWSA prior to installation of the taping sleeve. Please see the note on sheet C4 for more o information regarding the connection to the RWSA waterline. — 495 10+00 10+50 11+00 11+5U ^ 6 WATERLINE PROFILE SCALE: HORZ: 1"=30' VERM "=10' IL+UU P 12+5U <z � 525 520 515 510 505 500 14+OU95 i . No. 45183 k stONAL � FRAME & COVER EE DEGREE BEND DIMENSIONS (SEE FIG. S-I-D,E) TEE AND PLUGS VOL. SE SIZE OF GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL STREET SURFACE OR MIN CU.YD. NON -PAVED AREA BEND 0 SLOPED AREA 4' H T 6" MIN, z 4 IN 24" IN INITIAL BACKFILL 16#6 1'-0" MAX THAN 4' 8 8" 2' 0 B' MIN. MIN MIN. 6" BEDDING • W #68 STONE A RUBBER COATED STEEL i.•.18' (RESTRAINED JOINTS) STABLE SOIL ROCK 3'-0" MIN STEPS CAST IN PLACE 2,00 SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL PRECAST REINFORCED 0.15 STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND CONCRETE SECTIONS 12" MIN 2.50 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF "0" RING SEALS 16" MAX 22 1/2 #68 STONE. MINIMUM ELEVATION 37" MIN. Jk ASSEMBLY DIFFERENCE ACROSS M. H. 5" 4' -0" (ID BYPASS FOUNDATION IN POOR SOIL UNDER -CUT CONDITION .5" FROM INLET TO OUTLET 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". SHALL BE 0.20 FEET. I WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) DEPTH OF FLOW CONCRETE-,, VA RIES FIG. W-713 TD -15 FILLETS CHANNEL TO BE 3/4 DIAMETER OF 3.66 4" 1 INITIAL BACKFILL 4'MI CONTRIBUTING flNG 0,48 811 811 UNSTABLE 8 SEWER. Lk. I 12 A FILLETED SOIL---- MIN. MIN. MIN MIN. - #68 STONE -GRANULAR ;M 400 INVERT FOR A SMOOTH 45 FILL AS TRANSITION OF FLOW BETWEEN 2.77 �_�APPROVED BY ACSA INLET & OUTLET PIPE SHALL BE STABLE ---S'TABLE SOIL 0 ROC ABLE SOII OR ROCK - PROVIDED. MIN, 6" BEDDING 22 1/2 NOTE W/ NO. 68 STONE 2, 16 2.69 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 3.16 NOTE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 0.32 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 1,66 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED EXTENDED OR NON -EXTENDED BASES. 0,13 ABOVE THE INITIAL BACKFILL. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 90 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED INSIDE AND OUT. 3.42 0.83 - IN THE TRENCH. TYPICAL MANHOLE SECTION 10" 1O_ & 12_ 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, SHOWING BRANCH TIE-IN 3,58 2,95 0.43 383 DUCTILE IRON WATER N.T.S 0.52 INSTALLATION BEDDING FIG. S -I -A 2-3.3 -PIPE 2-86 0.24 NTS FIG. W-2 TD -25 TD -2 E E E cc _n cu E W uj Ld W 00 E ly ly < 09 '0 L_ 411 Qy U- 0 - o 0 1E -1 - E > 0 0 ix z o E :E E:S�c E L1 0 E, 0 Sq 'n In N co E La t Ln< N -ao W W 3: �Ld �0 _j 5 E 16 0 E E EE LO >E -:z 0 0 M 0 0 -4p F� _E '4 � E E < N UJI E Lu E < E 0 M NN co U- 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -31 Et E FOR ALL BENDS - - - - - r. L 45' MCI) 2 1- 45' MOX PLUG _j F( OR FITTINGS - WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS M REQUIRED 4, PLUG ;1 4, M, q, SECTION 2-2 PIP �'PE EE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SE SIZE OF (FEET) 44' MIN CU.YD. 4' 5' MIN, BEND 0 GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. 4' H T 6" MIN, F- T THAN 4' 90 4 B' MIN. 4 0.24 W DUCTILE IRON PIPE OR 20' JOINT [IF Did, i.•.18' (RESTRAINED JOINTS) 4-" & 6- 45 2,00 2�25 60" 1 0.15 36" 2.25 2.50 < 22 1/2 18MIN. 2,00 37" MIN. Jk ASSEMBLY VANGNUT LOCKING 12" MIN. (ID BYPASS i 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 1/2" METER) NTS FIG. W-713 TD -15 E E E cc _n cu E W uj Ld W 00 E ly ly < 09 '0 L_ 411 Qy U- 0 - o 0 1E -1 - E > 0 0 ix z o E :E E:S�c E L1 0 E, 0 Sq 'n In N co E La t Ln< N -ao W W 3: �Ld �0 _j 5 E 16 0 E E EE LO >E -:z 0 0 M 0 0 -4p F� _E '4 � E E < N UJI E Lu E < E 0 M NN co U- 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -31 Et E FOR ALL BENDS - - - - - r. L 45' MCI) 2 1- 45' MOX PLUG _j F( OR FITTINGS - WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS M REQUIRED 4, PLUG ;1 4, M, q, SECTION 2-2 PIP �'PE EE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SE SIZE OF (FEET) CU.YD . (FEET) CU.YD. 4' 5' MIN, BEND 0 GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. 4' H T L F- T THAN 4' 90 2.50 2.50 3,01 0.24 W DUCTILE IRON PIPE OR 20' JOINT [IF Did, i.•.18' (RESTRAINED JOINTS) 4-" & 6- 45 2,00 2�25 2�60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2,00 2-52 0.10 FIG. S-5 1 1 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3A6 3.21 0,48 8" 45 2.66 2.65 2.77 0.26 22 1/2 1.(36 2, 16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1,66 2,16 2*67 0,13 I 90 +83 183 3.42 0.83 - 10" 1O_ & 12_ 45 3,33 3,58 2,95 0.43 383 4�00 2.83 0.52 22 1/2 2-3.3 2.58 2-86 0.24 1 2.33 2.84 0,18 1 - -1 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 _TD -3 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. I MAIN LINE 2' MIN n SALT TREATED FINISHED GROUND 2 x 4MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -33 9 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 311. 5'0' 3'6' 2' 311. 5'0' 318, 31 5' MIN. 10' MIN. 311, 4' 5' MIN, 12' MIN, GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. DOOR HINGES I- - - - - - 1 1 1 1 1 1 1 I - "T 1 v T 1 LIFT H I ANDLE 1 I- - - - - - - - - - - - - - - - - :7 TYPICAL METER VAULT N,T,S, FIG. W -7A TT1_1A SIDE VIEW 75'DIAMETER DRILLED iOLE FOR TOUCH READ !NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH REMAINING BACKFILL SHALL MIN� NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION 24"MIN INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER - - - OF PIPE HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1,OPE 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 -34 REMAINING N II' 0 1 rN T COI` 6 LARGER Ir DIMENSION SIC VARIES VALVE BOX TO METER BOX (SEE FIG. W -6A THRU W -7E). VARIES 2" COPPER W.J. FITTING 2" CORP. STOP WATER MAIN 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN )WITH VX4" TEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W -13C TD -12 WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS CD AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL - FINISHED GRADE - ----- 2500 P.S.I. CONCRETE THRUST BLOCK d ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TID-9 C B DOOR HINGES F LIFT H I ANDLE I- - - - - - - - - - - - - - - - - 41ANDLE11111" TYPICAL METER VAULT N.T.S. FIG, W -7A TB -14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X36 ALUMINUM ACCESS HATCH METER SIZE DIMENSION DIMENSION DIMENSION 09/26/2016 A B C 1 1/21 311, 5'0' 3'8' 2' 311, 5'0' 3'8' 3' 10' MIN, 4' 5' MIN. 121 MIN. GREATER F- A SANSU8 THAN 4' PROPOSALS WILL BE SUBMITTED, B DOOR HINGES F LIFT H I ANDLE I- - - - - - - - - - - - - - - - - 41ANDLE11111" TYPICAL METER VAULT N.T.S. FIG, W -7A TB -14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X36 ALUMINUM ACCESS HATCH ML CONC q ROADWAY o 0 09/26/2016 - C) PAVEMENT CQ 5L FRAME E 1 36' MIN, COATED STEEL BAND OR STAINLESS 36' MIN, 0.25' MIN, THICKNESS STEEL CASING INSULATORS STEEL CAS ING I__j2" CONCRETE FILL if F-1- BOTH ENDS OF 16 tj _C10 File No. F- A SANSU8 ON 11.016 W DUCTILE IRON PIPE OR 20' JOINT [IF Did, i.•.18' (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. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 ML CONC CONC MH '\` WOODEN MBS LP FID 131 . MFr New 24 Drainage CONIC - Esm -Dg-24920 PG _C_0NC --- ---- SAN-- SAN S S0-1-- SAN-__: S. H SA A A: SAN� WC, SAI,�- STS CONI ---co CONC L T. M 45 -68A FOC CO Ex. 20' ACSA � )R-35 0 co Utility Easement initary FENCE 0 era) co GLS 0 R OFFSITE SANITARY SEWER DETAIL ri n SCALE: 1 "=30, V S43 '33'32"W 100-59' kD STS 31 S 6- S NS 3 0 MH CONC WA D1 0 0 N M. SHIMP > 1-4). 45183 S101VAL II C3 U) -5- E 7 V) G, zCL " E 7D a- Cl- :D 0 U) v) (1) U) < U 01 C:) (f) E u U) r7 v- r-- r- r-- CD CN V-) CD CD D CD PNM FEN __:_ I _- 09/26/2016 - Scale FRAME E 1 GUARD HOUSE OF 16 C-) _C10 File No. F- A SANSU8 LIJ LLJ 11.016 W II Sa CONC MH '\` WOODEN MBS LP FID 131 . MFr New 24 Drainage CONIC - Esm -Dg-24920 PG _C_0NC --- ---- SAN-- SAN S S0-1-- SAN-__: S. H SA A A: SAN� WC, SAI,�- STS CONI ---co CONC L T. M 45 -68A FOC CO Ex. 20' ACSA � )R-35 0 co Utility Easement initary FENCE 0 era) co GLS 0 R OFFSITE SANITARY SEWER DETAIL ri n SCALE: 1 "=30, V S43 '33'32"W 100-59' kD STS 31 S 6- S NS 3 0 MH CONC WA D1 0 0 N M. SHIMP > 1-4). 45183 S101VAL II C3 U) -5- E 7 V) G, zCL " E 7D a- Cl- :D 0 U) v) (1) U) < U 01 C:) (f) E u U) r7 v- r-- r- r-- CD CN V-) CD CD D CD PNM Date 09/26/2016 Scale 1 "=3 0). Sheet No. OF 16 _C10 File No. 11.016 515 510 505 500 495 1 INFILTRATION TANK PLAN VIEW ('11 SCALE: 1"=10' 10+00 10+25 10+50 Notes: Access manholes are shown in the plane of the profile for clarity, but should be located according to the pian view. Rim elevations are as listed and shown. Observation wells should be located according to the plan view. 6" PVC OBSERVATION WELL WITH BRASS CAP SEE PLAN VIEW FOR DETAILS SEDIMENT BARRIER FILTER FABRIC (TOP ONLY) / 10—YR W p 504.Q1 = 1—YR WSE p i 502.72 = INV=502.1 l ' 84" PERFORATED CMP (TYP•) (TYP) INSTALL TR FILTER FABRICRACK ON ORI (SIDES) REINFORCED— } INV ELE=498.50 STEEL PLATE 57 GRAVEL TYP. ,. 10+75 11+00 INFILTRATION TANK PROFILE SCALE: 1"=10' HORIZONTAL, 1"=5' VERTICAL 6" FILTER GRAVEL ELE=506.50 LATE #1 —� ELE=503.90 :E2� MIN. OVERLAP (TYP.) i INV ELE=498.50 4, j j _. E}# l8€«• ••i€l}——IIF«• S3€ ii€ }#g I}i }8,� }}}---r•-89i�(i9�.«« 2' MIN. #T1 �i� w l.W"i 6 I I I i r I i} r# s'« 12' MIN. I i NOTES: NOTE: FILTER FABRIC SHOULD NOT BE THE PROPOSED GRADES ARE SHOWN FOR THE LOWEST EDGE OF THE PLACED ON TRENCH BOTTOM INFILTRATION CHAMBER. EXISTING GRADE IS SEVERAL FEET ABOVE PROPOSED GRADE AT ALL POINTS. FOR CLARITY, THE OBSERVATION WELL, THE MANHOLE, THE JUNCTION, AND THIE WEIR PLATES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. Maintenance Quarterly Remove all vegetation from inlets. Semi—annually: Inspect observation well three days after rain event. If any water remains, enter the system and clean out any debric blocking the orifices or perforated pipes. (a),INFILTRATION TANK SECTION & WEIR PLATE #1 SCALE: 1 "=5' L (TYP...._ ) WEIR PLATE #2 515 510 505 495 4 WEIR PLATE #2 C 11 SCALE: 1 "=5' Note: Contractor to submit shop drawings to Engineer for approval prior to ordering structures. 11 525 520 515 510 505 500 DETENTION TANK PLAN VIEW SCALE: 1 "=30' 12 13 I 1 III III III II I 36" CMP Riser i e P p Size (in) IIII IIII I Ex. Grade 36" CMP Riser 13 DI -7 With Pre—Cast Fiat Topanhole HDPE Lid 0.50% With Pre—Cast lot Top Manhole Lid 48 HDPE 231.23 amass cap inscribe 4w€ i ell ep «« �` µ' « µ w- RimElev.=512.0(Flush w. rade rocae per pan view, s owri" In 10 D1-38 6 15 HDPE 41.98 2.98% 9 Detention 6 PVC 8 DI -3B I-31 Proposed Grade © 15 HDPE 57.16 13.65% 7 15 HDPE Observation Well 4.79% 6 -«..__....._«._«_.....««-- Cowes over�r_no 12 15 HDPE 61.51 3.58% 5 Detention : I 5 4 Detention 18 HDPE n� • w 2.88% =—.. " Z MH -1 ►M 18 � (l) rr _.._. MH -1 18 2.'.R 38.68 7.50% 1 A MH -1 18 HDPE 34.89 F- 1 18 HDPE 62.80 7.01 0 i o� PERFORATED CMP00 LLJ J ,. .,...... .- ..... ✓•� f 4. . <., - �` i«.,.a mraeN-ree.�a..-•-.r .. .. e� •� -�,. sit«^�.uM.J=y..;...+." .,_;Y _rv...uq^-M-�..a.. L`,'^+i 1'we^."^i:c ' ._......« ,.. «« , r;"' s. „ .rn f.^'•.rere:w "..4 i vy r -+Tr `..w?w�rc � . ,v.^MbE'"'�f r ..^;='d' ��'o-vs ^."�.J+: S• .. .. .. . V •�, stir 9 . , .. . «« re� ^4.`.• . . 10+00 10+25 10+50 Notes: Access manholes are shown in the plane of the profile for clarity, but should be located according to the pian view. Rim elevations are as listed and shown. Observation wells should be located according to the plan view. 6" PVC OBSERVATION WELL WITH BRASS CAP SEE PLAN VIEW FOR DETAILS SEDIMENT BARRIER FILTER FABRIC (TOP ONLY) / 10—YR W p 504.Q1 = 1—YR WSE p i 502.72 = INV=502.1 l ' 84" PERFORATED CMP (TYP•) (TYP) INSTALL TR FILTER FABRICRACK ON ORI (SIDES) REINFORCED— } INV ELE=498.50 STEEL PLATE 57 GRAVEL TYP. ,. 10+75 11+00 INFILTRATION TANK PROFILE SCALE: 1"=10' HORIZONTAL, 1"=5' VERTICAL 6" FILTER GRAVEL ELE=506.50 LATE #1 —� ELE=503.90 :E2� MIN. OVERLAP (TYP.) i INV ELE=498.50 4, j j _. E}# l8€«• ••i€l}——IIF«• S3€ ii€ }#g I}i }8,� }}}---r•-89i�(i9�.«« 2' MIN. #T1 �i� w l.W"i 6 I I I i r I i} r# s'« 12' MIN. I i NOTES: NOTE: FILTER FABRIC SHOULD NOT BE THE PROPOSED GRADES ARE SHOWN FOR THE LOWEST EDGE OF THE PLACED ON TRENCH BOTTOM INFILTRATION CHAMBER. EXISTING GRADE IS SEVERAL FEET ABOVE PROPOSED GRADE AT ALL POINTS. FOR CLARITY, THE OBSERVATION WELL, THE MANHOLE, THE JUNCTION, AND THIE WEIR PLATES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. Maintenance Quarterly Remove all vegetation from inlets. Semi—annually: Inspect observation well three days after rain event. If any water remains, enter the system and clean out any debric blocking the orifices or perforated pipes. (a),INFILTRATION TANK SECTION & WEIR PLATE #1 SCALE: 1 "=5' L (TYP...._ ) WEIR PLATE #2 515 510 505 495 4 WEIR PLATE #2 C 11 SCALE: 1 "=5' Note: Contractor to submit shop drawings to Engineer for approval prior to ordering structures. 11 525 520 515 510 505 500 DETENTION TANK PLAN VIEW SCALE: 1 "=30' 12 13 495 10+00 10+50 11+00 11+50 12+UU DETENTION TANK PROFILE SCALE: I"=30' HORIZONTAL, 1"=10' VERTICAL WEIR PLATE #3 ELE=503.90 REINFORCE 211"0 ORIFICE STEEL PLATE (TYP.) ELE=501.50 INSTALL TRASH RACK ON ORIFICE 7 WEIR PLATEJ3 C1 1 SCALE: 1 "=5' WAIM111 Structure I 1 III III III II I Throat Length (ft) i e P p Size (in) IIII IIII I Pipe Length (ft) Pipe Slope 13 DI -7 48 HDPE 87.24 0.50% 12 DI -7 48 HDPE 231.23 0.50% 11 Detention 10 D1-38 6 15 HDPE 41.98 2.98% 9 Detention 8 DI -3B I-31 6 15 HDPE 57.16 13.65% 7 15 HDPE 190.09 4.79% 6 DI -3C 12 15 HDPE 61.51 3.58% 5 Detention 4 Detention 18 HDPE n� • w 2.88% 3 MH -1 ►M 18 � (l) rr 2 MH -1 18 2.'.R 38.68 7.50% 1 A MH -1 18 HDPE 34.89 16.05% 1 18 HDPE 62.80 7.01 0 495 10+00 10+50 11+00 11+50 12+UU DETENTION TANK PROFILE SCALE: I"=30' HORIZONTAL, 1"=10' VERTICAL WEIR PLATE #3 ELE=503.90 REINFORCE 211"0 ORIFICE STEEL PLATE (TYP.) ELE=501.50 INSTALL TRASH RACK ON ORIFICE 7 WEIR PLATEJ3 C1 1 SCALE: 1 "=5' WAIM111 Structure 'o Type Throat Length (ft) i e P p Size (in) Pipe Material Pipe Length (ft) Pipe Slope 13 DI -7 48 HDPE 87.24 0.50% 12 DI -7 48 HDPE 231.23 0.50% 11 Detention 10 D1-38 6 15 HDPE 41.98 2.98% 9 Detention 8 DI -3B I-31 6 15 HDPE 57.16 13.65% 7 15 HDPE 190.09 4.79% 6 DI -3C 12 15 HDPE 61.51 3.58% 5 Detention 4 Detention 18 HDPE 86.92 2.88% 3 MH -1 18 1-1 D P E 67.81 5.01 2 MH -1 18 HDPE 38.68 7.50% 1 A MH -1 18 HDPE 34.89 16.05% 1 18 HDPE 62.80 7.01 0 8 STORM STRUCTURE TABLE C 11 SCALE: 1 "=5' 13+00 525 520 515 510 505 500 13+5095 a � T M. SKIMP �S TONAL V,