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HomeMy WebLinkAboutARB201600123 Plan - Approved Final Site Plan and Comps. 2017-01-26EXIST NEW DESCRIPTION x 125 TC tvr yr %lur[o r_"VM1Iv11 X 12i SPOT ELEVATION x 125 TW TOP OF WALL ELEVATION '.' x 125Bw BOTTOM OF WALL ELEVATION BENCHMARK NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR 13ETTER LIVING E3ERKMAR DRIVE FORTION Of TAX MAF 04500-00-00-1 12130 RIO D15TRICT, ALE3EMARLE COUNTY, VIRGINIA PARKING SCHEDULE Piroposed 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 Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces (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 ;,race 165,369 SF 100% Total= 165,369 SF (3.80 ac.) PROPOSED Area % Building 38,032 SF 22.7% Pavement 73,511 SF 44.4% Sidewalk 2,900 SF 1.7% Impervious area 114,443 SF 68.8% Open space 50,926 SF 31.2% Total= 165,369 SF (3.80 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. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER SDP 201 6-62 VICINITY MAP SCALE: 1"=1.000' ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C1 - COVER SHEET STORM SEWER ., .,«...., r RD - ROOF DRAIN C4 - GRADING * UTILITY PLAN SEWER LINE ____ =k ............. - s'•w - WATER LINE - - ... cgs GAS LINE - UTILITY PROF I LES GHE- OVERHEAD ELECTRIC WIRE ::::........._._, - UGE - UNDERGROUND ELECTRIC _..... - OHr - OVERHEAD TELEPHONE LINE -.-..- up, --------- - ucr UNDERGROUND TELEPHONE LINE DRAIN INLET (DI) i CGRASS STORM/SANITARY MANHOLE PLUG h'- ®� WATER VALVE & BOX € E FIRE HYDRANT 10 ®" WATER METER ,,r LIGHT POLE - $ UTILITY POLE /F PROPERTY LINE - - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT GRADING EASEMENT _._. DRAINAGE EASEMENT UTILITY EASEMENT ._.� WATER EASEMENT _...._.._.___. ACCESS EASEMENT STORM DRAINAGE EASEMENT NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR 13ETTER LIVING E3ERKMAR DRIVE FORTION Of TAX MAF 04500-00-00-1 12130 RIO D15TRICT, ALE3EMARLE COUNTY, VIRGINIA PARKING SCHEDULE Piroposed 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 Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces (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 ;,race 165,369 SF 100% Total= 165,369 SF (3.80 ac.) PROPOSED Area % Building 38,032 SF 22.7% Pavement 73,511 SF 44.4% Sidewalk 2,900 SF 1.7% Impervious area 114,443 SF 68.8% Open space 50,926 SF 31.2% Total= 165,369 SF (3.80 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. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER SDP 201 6-62 VICINITY MAP SCALE: 1"=1.000' ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C1 - COVER SHEET TREE LINE - EXISTING CONDITIONS C3 FENCE C4 - GRADING * UTILITY PLAN STREAM - -. ,;-- - - 12 - INTERVAL CONTOUR - - ... - oo- INDEX CONTOUR - UTILITY PROF I LES CG -2 STANDARD 6" CURB CG -6 COMBINATION 6" CURB & GUTTER f I w, a CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT CGRASS EC -2 MATTING EC -3 MATTING € E WETLAND 10 1Q PARKING COUNT ,,r CROSSWALK = HANDICAP ACCESSIBLE AISLE /F CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR 13ETTER LIVING E3ERKMAR DRIVE FORTION Of TAX MAF 04500-00-00-1 12130 RIO D15TRICT, ALE3EMARLE COUNTY, VIRGINIA PARKING SCHEDULE Piroposed 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 Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces (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 ;,race 165,369 SF 100% Total= 165,369 SF (3.80 ac.) PROPOSED Area % Building 38,032 SF 22.7% Pavement 73,511 SF 44.4% Sidewalk 2,900 SF 1.7% Impervious area 114,443 SF 68.8% Open space 50,926 SF 31.2% Total= 165,369 SF (3.80 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. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER SDP 201 6-62 VICINITY MAP SCALE: 1"=1.000' ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C1 - COVER SHEET C2 - EXISTING CONDITIONS C3 - 51TE FLAN C4 - GRADING * UTILITY PLAN C5 - LANDSCAPING PLAN CG - LIGHTING PLAN C7 - SIGHT DISTANCE � 51TE DETAILS C6 - UTILITY PROF I LES C9 GIG l"�r G 12 G 13 e 15 - UTILITY DETAILS STIGRMiAInTFp N �t ; j T` N Al=NIT t-l!=Tn{I F RO S i (l N I AND I-1 S F C-1 I M F N T G (-1 (\ [ T P (-1 I N I AR P AT I v F -PST zSI' 1 FIP(19I( )NI 41P C,FPIN h�NIT GGNITRGI PLAH 1(-1 S F (-1 I N nE N I T G (-1 N I T RG i F I n NSI PHASE 2 AND EROSION AND E3EE)iPviEN:FeE)NT-RE)I, DETAILS DATE OWNER / DEVELOPER Owner/Developer: B Properties, LC. P.O. Box 762.7 Charlottesville, VA 22906 ZONING HC - Highway Commercial AIA - Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 04500-00-00-112BO - DB 1723 PC 690 (3.13 Acs) - DB 1380 PG 490 & 491 (Plat) BENCHMARK Bench mark is an existing storms sewer manhole within the adjacent building supply pavement area. Elev. = 489.23 See sheet C2. SOURCE OF BOUNDARY & TOPO 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. BUILDING HEIGHT Building A: 29' 4" Building C: 31' Buildings B, D, & E: 21' Floors above 40' or the third stiory shall be stepped back a minimum of 15' from the front of the building. SETBACKS Front Building: 10' Min. & 30' Max.* Front Parking: 10' Min. Rear & Side Building: 50' Min. From Adjacent Residential* Rear & Side Parking: 20' Min, From Adjacent Residential* Adjacent To Residential: 20' Undisturbed Buffer* SPECIAL EXCEPTIONS *Increase Max Front Setback From 30' to 83' (63' From Reserved ROW) *Eliminate Min. Parking Side Setback *Reduce Min. Building Side Setback *Allow Disturbance Of Undisturbed Buffer Approved: 10/12/16 SIGNS All signs shall conform with the Iw1UTCD Guidelines. 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 (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. EXISTING USE Vacant Land PROPOSED USE Building A 3 Stories, 11,092 SF Footprint New Building Supply Sales: 11,092 SF (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, C, D, & E New Outdoor Storage, Display and/or Sales Building B 7,740 SF Building C 16,200 SF Building D 2,000 SF Building E 1,000 SF Note: Items stored within the outdoor storage area shall not exceed the height of the landscaping, or other methods of screening installed, and shall not be visible from the Entrance Corridor. FLOOD ZONE According to the FEMA 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 Rivanno 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, _,�,ALTH 0 O O O JUS SHIMP io. 45183 W� 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 IBUILDINGS 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 iOBJECTIONAL MATERIALS, THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHAILL 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 MAXIIMUM 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 MAXIIMUM 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 THF PONDING OF THE WATIER 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 COUINTY 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 WORIK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNIER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. , tF/I . a,a T.M. 45-684 CHARLOTTESVILLE REALTY CORPORATION MB D.B. 1439-196, 198 PLAT "— �/ D.B. 815— = , 77, 79 PLAT D.B. 478-523, 526 PLAL— I y U t r, 1 r / METAyk SHED METAL w... LD S S �.., 1 I � ,. ,.."..... MST F�- S _.. t 'F`-•; i�� r , i T.M 45-68C1 B PROPERTIES LC ..._ D.B. 1723-690 r D. B. 1448- .B. 1,3B,-,,,)278 PLAT o D }t & 491 PLA T 0.8. 874-743 PLAT -�%iNA�CE I ;r� w % i; D.B. 815-79 PLAT AISEME T , z ( i D.B" 479-443 PLAT Fe t 1429-1112) ZONEDIq I : HC mow° 1 \ CURRENT USE: COMMERCIAL d i (, r{ I METAL o r i st a I %+ k ` (t t, BLDG �_" :, yl�r I $• µ i s .... s °, TO � t zz 4 ...RM mnz,l v I kir.. u•rRAi �':�I: '` 1 1� � �::i drvd` ', ,.. c ,_: .. 4 w._ ... .�3'` ",'"�':".:.,.- - ,- --i ,... �'..1; .� t � , • v. F { g 5 -HP FDC 1 w.t. k h :.. B°t B BW B :i B _.. i _ - T.M 45- ; t, 6841 s CONC CONC 9 ML C01 1 ! RBOL OW OF RDS PAVED ti ` /_� FEN GE /-/' -- ---STS �� � x WOODEN s WALL \ 9 DI f / MESHED� `' }_ � '—._.._`_•_;;�, t - -_ -- _ DI / / STS FRAME / GUARD TOP=476.80 / / HOUSE INV=4651 PAVED C; ATE WV CONC ACCESS EASEME(l�� / Ug RAME t STORAGE _ a I — ��� d P .1: BL AV � 0 PAVED -- E C `' WALL SB r ; PAVED T.M 4 \ 1 ;FENCE FIRE — HYDRANT m.,.. .,,,.. ` T• M 45J /' B B OPEl� BOLLARD ,,i µ --.:r PAVED/ 72 T E690 C 9 -4_ D.B 874-7 45 AQ'RE5 B D.B. PLAT r _ of Pq 332-5 PL - r v 1 _ D.B. I CON Nr� 534-1 T C ' � k Iib " •• ' LAT ... 01 / ET _ ENT - USEDCH OM ER DI 1 r L/ :'DL.MIL-N r :.z fi i j - 491 PLAT ti \ {IaE. a 99-2n3 I D. 74 PL \ - ` \ ° F D.B. 874- 3 PLAT :.< 813-370 PLAT D. B D. B. 2656 PLAT 3ACRES .13 ZONED: }�C- 6 MANAGED .' CURRENT U TEE' .�.; � - _--- SLOPES COMMERCIAL FOUNDATION / C! J f \ \ \ \ r I ! I TO 9E �OVEO 45-1-12A H R PE RTiES ti \ Z43 PLAT 2.89 �'IRC?NIA tLLCTRlQ & `` _ t 1 GUIY I. Q4VER COMPANY 1� PO I j .>y. LE A CEMENT D.B. 37 \ \\ �\ \ D ° �ZO�PLAT 11 r I IRON / 6--r 33� DIRT (TB NED riC FOUND _ ,... _._ _- -'--- \ ~ \ CUR ' _ _ i 1 NT USS ''}� JA I I ; / / _ - _ TRT = (TBR _ \1 \\ QODEN 1 STORY ESIDE(� 1� I _- -P _ WALL A r P 1L1= � \ L POLE L 1/ E ` TBR = - - _, 1 \ \ ss BRICK k'ROX. LOCATIO[�I F 12 RWWSP WATERLINEtAj t .1 AP - ine 1 \ MAI _.......W..-_... _ Ber. f _ e , .... .v .:,,,. Rem ' , • `, �\ F G _ I k." ter, P GUY _._....._ PIPE ( FOUND _,.. .,..._. w la IR 1 i 9 ;�ON _ _ .._ ;; ZSD C \ i 1 BRIAN J. � T.MI 45-112E f r .,.r Ir -: -�- w M Al � .. _ HON 8q STEPHEN K. I I D.B. {1454-4 VON STORCH r' fi *:: �,.~� APP -0-(C ------------ -_ IOv �J'../_ 9-. w. AT UD. 10 v OF 12 RWSA WATERLINE `_ \ r;3 .. 1453-367y 370 8c I ___..__ G jy. xE P ,.. . �*, � 1 I I t � D.B. 1380-4831 485 & 71 PLAT ,>/ i ,; � / -- --- - - �.. � :.�_ �, ,,: .._ ;_ - . ....... .. .... ... fi} _.... _ 40 I �, \ ,. ' ROAD OR \ GRAVEL 86 PLAT / r / ROADUVAX P D.B. 713-�09, 607 PLAT , / f/ I r ZONED: T.M. OIL ( ROAD -r _:.1. } 45--112 I FILLER i \ CU R6/ _ STUARD ! I RIENT USE: RESIDENTIAL '' _ _ _ R. WOOD, JR. - f ( \ CAP . f -W......,._., , / W: B \ I 14�i- 491 - —_ 1 _ \ D.B. 2834-4& 5 SLAT --_._--- ___ _ _ \ L { \ D.B. 2834 1 �I PF t\ .2096-111 1 { i J 87 KEGLERS- - - � 1124 D.B. 18 9 I 88-695, F CH - rt I _ 6,98 P ARLOTTESVIL • - - _ _ � LAT-._-- -- - - D.B. / D.B. 1453-Q`B. 1454-4415 996-198, 200 P -- _ _ - __ _ _ _ AVEC- -- - P, P g I 1 1 1 # I \ \ �. D.B. 713 0970 & 371 PLAT ~�.� —C ZONED H•G �T'; _ _: -_ -: -— z`� /I ' t } ' , -` 9 \ D.B. 3 6 6`0 ..RLAT URRENT _US€ y } t ~II t \ 46-3 2, 364 '1/2 PLAT lOMt1{CtA -ZONED- R6 I \ \} CURRENT E: -VACANT �\ \ US '' 11} 1 �I ' ,f �� '' / l 1 � I 1} 1 \ t � `,� \ � ~ � 1 1 1 i � - - -- � . .,' '" \ \\ \\ \ \ ✓I I J • • 30 60 99 ■■■■■ ■■■■■ Scale:• ` L o LoZ Z N W Z d z v w w p Z � O 0 V) Z a F N w Q a W 1 (0> z In �0 w _j Q w oz N U 'C1 Lic. No. 45183 s10NAL L� 0 L L z z IL0 aJ L Ld Lu JQ Lu uj zLL , :. Date 09/26/2016 Scale 1 "=30' Sheet No. C2 OF 15 File No. 11.016 20' Right—of­Wdy:r___" Area Reserved For Future Dedication F0 Public Use Upon Demand of The County. con Scale: 1 "=30' 000 A NLTH of U Jus si-limp tic., o. 10-1 Qw1k P 30 0 1 30 60 90 Scale: 1 "=30' 000 A NLTH of U Jus si-limp tic., o. 10-1 Qw1k Kol Cr -W, .! �.-.. I. F vVMLL w .. ,) _ i i I I ' t1 SAN- 'E SAN — ' - ' i ;.�:::I�i. _, ��. '•,',� ,�.:.` � I': t3 4�;' E r : E Z 7 I r ;' r.,,l, � ' � _ A� 1 x .a 1 r I ( o SA — II 4 t : L- !; i I -- _� Private ] \ D W � L� "s � � I � ,. ��i. (I n—, i.: � i . I � � i : , c� i `�, \ � 1? ;: \ \ `� ,` _ , � �?� S A ______ _---- ��New -j;: �;; j i 1,...: ? I ; 1 .; .New `"_ New Sanitary Sewer y v, e y M mr li, i f j Tree P ection Sanitary Sewer 1 � m �, -� i T 'Sai�1: MH IRE Connection To Ex. MH _ I E o of m ;f -}i. 1 — _ Sani m z: I l ti A _.., ein t k» Lateral , ` ``� - ,.rN ••�,f. y�� Alon Seminole Trail PAVED i New 1 A pOLLr Easemerht — - CR i 1 — ES DVED . , 5 A rad`rn3t en _.. .-_. BO c l+ S t iS nce ( BOLLARD \ PAVE e 1 D D 7 ed,., .,. P nt': r�: r,_ / � FUFI—AGF( SB k, DI FENCE r _..._ APPROX. LOCATION OF 12" RWSA WATERLINE F A � .. ....., ,; ERLINE I f . J e c. GRAVEL 30 0 30 60 90 Scale: 1 "=30' SET TRUNK PLUMB. SEE PLANS IFOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-1/2" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND Wf THOROUGHLY 4" COMPACTED E, WA TERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDIST(IRBED S01I- TREE PLANTING DETAIL Crj Not To Scale A 0 I LO LANDSCAPE SCHEDULE PlantMin. Total Symbol Planting Type Botanical Name Common Name Ccl./Height Quantity Canopy Canopy SF o Large Shade Tree Quercus palustris Pin Oak 3.5" Cal. 14 471 6594 Large Shade Tree Zelkova serrata 'Green Green Vase „ 3.5 Cal. 12 443 5316 Vase Zelkova 0 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 2 124 248 Evergreen Screening Azalea Azalea 2' Ht. 34 0 0 Shrub Bloom-A-Thon®White Evergreen Screening Ilex crenata 'Bennett's Japanese Holly y 2' Ht. 61 16 976 Shrub Compacta' Evergreen Screening Ilex glabra 'Densa' Inkberr Holl y y 2' Ht. 62 23 1426 Shrub Evergreen Screening Nandina domestics 'Moon Moon Bay 2' Ht. 62 17 1054 Shrub Bay' Heavenly Bamboo Evergreen Screening Ilex crenata 'Hoogendorn' Hoogendorn 2 Ht. 30 16 480 Shrub Japanese Holly Evergreen Screening Tree Thuja occidentalis Nigra Eastern 8 Ht. 27 10 270 Nigra' Arborvitae 0 Evergreen Screening Tree Juniperus virginiana Eastern Red Cedar 6' Ht. 12 16 192 ) ( Evergreen Screening Tree Juniperus virginiana , Burkii, Burk Eastern Red Cedar 6' Ht. 8 16 128 Evergreen Screening Tree Ilex opaca 'Satyr Hill' American Holly 6' Ht. 5 56 280 Evergreen Screening Tree Cryptomeria japonica 'Yoshino' 6' Ht. 16 123 1968 Yoshino Cryptomeria Evergreen Screening Tree Thuja x 'Giganteoides' Green Giant 6' Ht. 15 7 105 U- Arborvitae i l Evergreen Screening Tree Magnolia virginiana 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 19714 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: 19,714 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. 73,511 SF X .05 = 3,676 SE REQUIRED PROVIDED: 13 TREES PROVIDED 5,767 SF LANDSCAPED AREAS PROVIDED INTERIOR ROAD LANDSCAPING: 1 LARGE SHADE TREE PER 40' OF ROAD LENGTH ON EACH SIDE WITHIN THE ENTRANCE CORRIDOR: 393 LF/40 = 10 TREES REQUIRED PROVIDED: 10 TREES PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs, Alil 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, SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OK AS DIKECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP 1N IMMEDIATELY APT ER �4�40� 4 4 REMOVE BURLAP FROM PLANTING AND WATER ® TOP 113 OF ROOTBALL THOROUGHLY. 4 D 3" TALL WATERING PLANTING PIT. BEKM PREPAKED SOIL FOR SHRUBS �n v Ff—FIN15HED GRADE NLTH op U JUSTIN M. SHIMP > Lie. No. 45183 CSX1LED{ umbo- CSX7 LED 60C 1000 40K T-FT741 IVIVQLT SPA HS DDBXD LED Area Luminaire I °r,ee= a ^. F Typ+'NIGH' ilnhE IMENOLT Specifications r .,Af �..Y� 60P`%' 'p;�r 0.EPA: ? ft` a KOM • Pnona: 80]2722041 + Fax, 770 918 1 %'09 ,, ... . rTl.p7;rr H 23-1/2" J_ Length: L ,> ;J , BM 1 g-112" ; Width- dun nu:n sunt; TeXturerl'white rlediiiu Number Height: W Weight 37Ibs T4M (max): Introduction The Contour"' Series luminaires offer traditional square dayforms with softened edges for a versatile look that complements many applications. The CSX1 combines the latest in LED technology with the familiar aesthetic of the Contour" Series for stylish, high --performance illumination that lasts. It is ideal for replacing traditional metal halide in area lighting applications with typical energy savings of 65% and expected service life of over 1001,000 hours. EXAMPLE: CSX1 LED 60C 10100 40K T3M MVOLT SPA DDBXD CS X1EL D T1DC i Y N z i xx' x »:», :.: .nen ::.: : : ::::... ` , ...... t .................... ,...,..��...............,..a.. CSX( LED 60C b0 700 AX) rrA 40K 4000 K T2M type II AIVOLfShipped included Shipped Installed) DDBXD Dar'r,'orcir LED: 1000 "10t%hmA SOK >OQOK T3N1 TyueIIl 120' SPA iilua`ep.:Lt PER G`^1A.vnlst la:<rc,.eptarleonlyinotom1s! DQLXD Blar.< a,) TV Type FV 208' 'no.lnling OCR _1i11nable ;Inti cortnlh3+, Al RO"SM"(rip DNAXD "kii,xal T5M Tycee' 240' RPA }oundpcde rpnlrnlS)' alumif!um niaunling DfAG 0-10Vd nuuu uivr,: jno ci:ulndc;'` DwHXD vNhire THM Pr mn'd 277' a}BA ;'4<;il l :.. HS lou r-,idK+shiv.k DDBTXD Itod,,pd tli�pY, 347 Shipped Separately' SF S"Ingle fr r ;" ti, 2?7, 4/V) lark 1ron2e 480 SPUMBA Square po'e DF DrimhlP L!s,e f T18, NU, 480e'j DBLBXD enured n1Pre;al DS ;r,J:lls us)))ing -Ia=4 nluuluing 2FLED 2n1e e'Ici LED Setundaly>tr,u-Q DNATXD T ,.ulred adarto 1 luad",11e!:�)al:epdr f,'O-C ruin.rp-r3ihirl neiural RPUM3A Roil r:apcle erl;:eraL',re,l lurrrnula nlbae'sf BL30 31-;e:d-1%,itcheddiolm'mg,ncmnal,O;o'I` DMIGXD 'eerured modeling BL50 3i;eyels%,,itc'neddimming,ner'unalSU?& X11' atldi;iu ' KrM1AA8DDBXD U %!a;tarrn Shipped separately mount„•G VG vandal guard oracketae`P- BS Bird-we'°aLto'<es prclr,; ii;i,hY l To of Pole GSX1 shores a,pnlque drilling patten with the AERIE' family. , NOTES 5peciiy tris dd€ling pattern fahen specl(yiny poles.1 PAVOLF dri ver o.aer,tes on any line voltage from 120 277V (SW 0 H:}, Specify 120, 20°, 240 or 277 options only,,hen ordering with fusing (SF, DM79A5 Sinq le unit DM29A5 2 at 90° ” DF opll:,rs). Ct C DM2$AS 2 at 100°, IJM39A5 3 at 90, a 2 Also b P blale es a sapar to bade ;cry; sea Accessories iniarrnti aa, at le 3 1.5 G vihration €cad rating per ,9,NCI 0136.31. :IriiDM49AS TaF90II°' DM32A5 3at120a 4 Requires "SPA" mountingopton Must 'aeorderedasaseparate Exnmp(e:88A 210 4G DMg9A5 BBBXQ accessory; see Ac-cswries n-frrmatlon- For use with 2318" mast arm {not DLL127F 1.51 Puotool-;SU,xisHm1<027P!)" n�lu�ed). ( 6- r+i ;n,..;Inr,Qs ,.:o: e ar am, e1, ter vr7Jr xce:adn un 5 Spy cites a ' "v"4� - r t - r bit 3471-1.; CULJU Pl;otaell-SA twist -lm (347Vj- r.<JA. �TenGbledlurninai'e onfir 'law." PER cation required. Not available with 34; c1- 430V Add ThardWare and N DLL480F 1.5 CULJt; PitotctrllK ir,',t lai{g3UVj-- r„r servi'as required for ROAPdIh�deployment .1] 1-800-442-6745. 0) SCU Shcni:ng.ap” P. t - / 1-f e s( 6 Netavailablewith347or480V- a� FCM1A8DD8&C U t41asrarm muddling bracket eriapfor 7 Single fuse iSF7 requires 120, 217 cr 347 voltage option. Double fuse (DA {spenfp fir'sh)` i require 2C' 3, 240 cr 480 vot8ge option tt1 FUMBA DDBXD Us Aouud.no square poleunfver;ri mo in*,- Tenon Mounting Slipfitter** I8 Provide,50%d:nom'ng caysabihty via #u.n independent drivers, id inq crack talaptor (speafyfinrshf --. --X , earh operating half the luminaire. Available with VVOLr and tN,, LF CSX1H$L' Hausa -s ehive{ind,rrles Zslielrl,; .. k`. vx. ,.:n ... light engines only. WA with PER, DCR, DNiG or2ELED. CSIXIKI i Va,dd g_zrd tut ssor,y 2 3i8'' ASTA IN) AS120-280 AST2D 190 AA24120 PST20-390 AST)S-490 4 Requires Ln additiona'. switched line. c5Xl BS11 nird dcic,1-rpikesar,csarq 2-7,1' AST2SJ9U AST25_>5J .4ST25-2Sx)ASTL`-320 AST25-390 AST23-440 10 Cirnming rliriver standard, iw1VOLTor& Not. available with DCR. 11 Roqu h es Inininaito to be specified with PER option Ordered and shipped AST35-190 AST35-Mil AST35-250 AST3-320 8ST35-390 AST35-490 as a separate line iten. r - s two'" 4:4 Height: 7-118" T Width: 6 3/8" I Depth: 9-5/16" W i D Weight 30 lbs QX TM LED I'M LED 1 30C -0i-EDS 700 '001n.A 1000 "0001 i 13,14" DIA. 40K 100K 50K HQKU CSXW LED 30C 1000 40K f Type Introduction The Contour' Series luminaires offer traditional square dayforms with softened edges for a versatile look than 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 (lasts- It is ideal for replacing 100- 40OW metal halide in wall -mounted applications with typical energy savings of 80% and expected service life of over 100,000 hours. t T2M r .,Af �..Y� 60P`%' 'p;�r Q ne L t cele Vl,4 y .-Lrye•rs, Geerd a KOM • Pnona: 80]2722041 + Fax, 770 918 1 %'09 ,, ... . Shipped irristalled 21 ne a *A; f, ,"-u 1-.D A)12-2016 k ­ my B, --de Lighting, Inc All rights res—ed. r - s two'" 4:4 Height: 7-118" T Width: 6 3/8" I Depth: 9-5/16" W i D Weight 30 lbs QX TM LED I'M LED 1 30C -0i-EDS 700 '001n.A 1000 "0001 i 13,14" DIA. 40K 100K 50K HQKU CSXW LED 30C 1000 40K f Type Introduction The Contour' Series luminaires offer traditional square dayforms with softened edges for a versatile look than 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 (lasts- It is ideal for replacing 100- 40OW metal halide in wall -mounted applications with typical energy savings of 80% and expected service life of over 100,000 hours. t T2M Type II, 1' Shipped included Shipped irristalled ,'iarr,da'''urniiio nedl3nl 1201 lan;} u tare irr},)nt PE Flhotct1Kf is ell, BM Type III.ZOS ; Tilt dun nu:n u;n lypt. TeXturerl'white rlediiiu Number N/A DMG 0-101Jti1rflml e,uri,e, T4M T,hI'J, 240'• Shipped sepa rately nlucuntois} r1Ldlin 277'- BBw atface- SF SnuL E e(l a �J, TFTM T,,, q, 347' roourkLL i 104 3°1"Y;; o`lward cox Io -peri.)),' DF k JjE 1 'Q I(2fkr thrcv,� fi;edi mu 480' ort 7 , Shipped sreparately' WALL- OK_TFTM.ies VG 'J Idd'' guild WG V,,ireftian; Accessories ff�:ash. Pao (SXU113BV'Ji10)U Back bmaaessprf(specify finish! c5Xth'4'JG U t✓4'ire guard accessory fse s; nit asteners CSXtVVGU Vandal guard accessory DDBXD Dark xon<e DBLXD a_E DNAXD ,'iarr,da'''urniiio PAMD Vlilre DDBTXD keured d=. l J maze DBLBXD -IPx;!irer )!! cc DNATXD lir red nr: xal Tilt dun nu:n DkVdGXD TeXturerl'white NOTES 1 Configured with 4C00!G V4' OK) provides the shortest lead times. Consult factory for 5000K (/50K) lead times 2 Iv?VOLTdriver oneiatasor) any lire vollagefr n.1 0- 277V ,50'60 Nz`J. Speary 120, 200 240 or 277 options e'rly cher: nrdenng Nita fusing .5`=, DF options) ai photo-_nattel (PC cpticn;. 3 Available with 700 n Aopticrs only (30C 700). 4 Also available as a separate accessary;. see Accessories infor.natior at left. 5 Photoccntrol TE} r gthes'I20 208, 2=0, 277 or :3347 vcltace optica. 6 Must be ordered s ith fl tWre; cannot be field installed. 7 irvolc fuse (SF) require, 120, 277 or 347 vcltri clri Double toe [Dn requires 20% 24C or 480 voltage optica, One Lil'nonia Way • Conyers, Georgia 30012 a Phone, 800.279.60/11 Fax: 770.`118.1209 S;�,r LFD r ',C'12-21,16 Acuity i3rend, LighUno, In-. All rlgFr; r= ;^r, ed. F.eo. 02/c2/]6 Schedule Description Symbol Label Quantity Manufacturer Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage Tilt SITE AREA + 2.2 fc 12.1 fc Number N/A N/A i Lamps Lamp Factor 18 Lithonia CSXW LED CONTOUR LED 1 CSXW LED_ 11072 1 104 0 Lighting 30C 1000 SERIES LED 30C_1000_4 40K TFTM WALL- OK_TFTM.ies MOUNT WITH SO 4000K LEDs OPERATED A AT 1000mA AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS 7 Lithonia CSX1 LED CONTOIUR LED 1 CSX1 LED_6 17393 1 209 0 Lighting 60C 1000 SERIES LED 0C_1000-40 40K TFTM AREA K_TFTM_HS.i HS LUMINAIRE es WITH 60 4000K L.EDS OPERATED AT 1 ImA 000 ❑ B AND PRECISION MOLDS® ACRYLIC FORWARD THROW' LENS WITH HOUSE SIDE SHIELD Statistics Description Symbol Avg Max Min Max/Min Avg/Min ROW/PROPERTY LINE + 0.1 fc 0.4 fc 0.0 fc N/A N/A SITE AREA + 2.2 fc 12.1 fc 0.0 fc N/A N/A i 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 emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 4. New free—standing pole mounted light fixtures (and poles), and new wall mounted fixtures shall be a dark bronze finish. 0 0 30 •t 90 M M M • �p,LTH op O JUS SHIMP tc . 6.45183 Y 0! 701VAL LOCATION OF RWSA WATERLINE ----"• •'- _ _ _.rte ...�.x•�� ..�-...,� ., .. .. �. _. CURB &GUTTER / Z CURB &GUTTER; ^.- ��.. ROUTE 14 DOUBLE YELLOW - -- _,. _... - ..--... � � STATE �' � i STRIPES .. x =PAVED- - - 35 MPH SPEED LIMIT - 50' PUBLIC R/W 1,,, -._ fh lMnMry � 1A'ln PAVED �,�s•sDOUBLE YELL y STRIPES ,�, = � IRI isv E f CURB &GUTTER y NM,.• „ �,. .,,,...__. .,.. . "'`�' w Via'=�D...ia�.•ar�. �»,us,.xa>s -ter„ ,,:..•. R D RAIL \ sxsw.snx `✓p `r pi �' • w w ,.. - _New -S Lid Distanr-e _E -Qs . _ -- -- w ---- ---- a. g a' : ( Distance Easement �_ r L- - - ement 4 v 0 f' = D R - - - t t \ r � `• s � eo i � `" aa� 1 G1 I, � : ' t a ; I -"' s 1-:,i''� I 4 ( - r:.N3 -`-..,- •� \ \ \ � .:- �-.. - - -.. D �i .�. .� ;:: - ;�0: k . `a :;, ' .,\ - R BERKMAR DRE HORIZONTAL SIGHT DISTANCE DETAIL SCALE: 1 "=40' ------ -- - --- ----- FE -2: 530 525 520 515 51 1D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 RT 15 SIGHT DISTANCE PROFILE - LEFT C7 SCALE: HORZ. 1 "=10' VERT. 1 "=50' 1 EDGE OF EXCSNG PAVEMENT IAS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUC11ON JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS a --_--.----_-- EXISTING SUBBASE PROPOSED SUBBASE --------------------------- I COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 7°f, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) xW MINIMUM 12. #NM',HES, OR GREATER AS NECESSARY 10 ABUT T11E FULL -THICKNESS OF EXISTING ASPHALT LAYERS A'S DETERMINED BY CORES {SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE SYNTH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. x THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMI~ITT- SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF 1HE ADJACENT TRAVEL LANE TO DETERMINE 'THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE COSTES SHALL BE SPACED NO MORE THAN 500 FEET APART. "E " ,"� ('D r.1ATc1I 'rH: 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1r'z INCHES AND REPLACED WITH AN ASPHALT SURFACE GgUitS._ E PROPOSED PAVEMENT WIDENING SURFACE COURSE.UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REOUIRE 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 SHAT L BE RESTORED SUBJECT TO THE APPROVAL OF 1HE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TE -IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIRCAiRONS EXCEPT THAT ALL JOINTS AT TSE-iN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE. WITH THE REQUIREMENTS OF SECTION 31.5.07(a) OF THE SPECIFICATIONS. ASPHALT P VEME T WIDENING IRE" 71107 FOR WIDENING SUBJECT TO TRAF"F"IC 301,02 VIRGINIA DEPARTMENT OF TRANSPORTATION SPEClF:CAHON REFERENCE 30S 315 530 525 520 515 10 14+OD *5 DOWELS, 8" LONG A/ ---PERMISSIBLE AT 12" C -C --Kl CONSTRUCTION 5' MIN. JOINT 12:1 MAX 'H it 121 MAX B 2' �8 RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE - OF ROADWAY CURB BACK OF CURB 48 1,M,AX 20 :1 48 :1 �2'MIN.-- SECTION A -A PERMISSIBLE 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 IN FEET IN PERCENT 4" CURB 1 fi" CURB - 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 525 520 515 51 3 5'--HEIG T' I _ _..-..._ L 0 EYE : _ I __.._:_.....0»_ , _......s . I _I __..., PROPOSED GRADEI .. - - _ i ::: OF --EYE . -� - ---- - ... ......... EXtSTING--GRADE­-------------- ------- TING GRADE a- 3 - L 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 2 RT 15 SIGHT DISTANCE PROFILE - RIGHT SCALE: HORZ. 1 "=10' VERT, 1"=50' 0 IX TJ CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG -12 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFERENCE CG -12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 OR -2,2A X 27)T4" MIN - 28Y4" MAX RAIL HEIGHT J J J J J J J GR -2 GR -2A (6'-3" POST SPACING) (3'-%" 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 DETAILS OF POST AND BLOCKOUTS SEE SHEET NO, 501.05. x OPTIONAL GR -2A METHOD x OPTIONAL GR -2A METHOD USING NESTED RAL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAL SPLICE JOINT, ACID RAH. ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL 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 V&" PER FOOT FROM VERTICAL. W -BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 Or THE SPECIFICATIONS. ALL GR -2 AND GR -2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" IUN - 28Y.(" MAX AS MEASURED PER STANDARD GR -INS. ALL W -BEAM RALS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR -2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR -2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. N SUGGESTED MAXIMUM FLARE RATE FOR SEMI-RIGID BARRIER SYSTEMS. NVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD APD BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 5221 25 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 525 520 515 14+00010 FLARE RATES , --------- --------- DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LIME FLARE LS RATE FLARE RATE 70 9' 300 1541 � 60 S' 26:1 14:1 50 6.5' 21:1 71" HOLE 40 5' 16:1 PRO 30 4' 13:1 7:1 Nt N SUGGESTED MAXIMUM FLARE RATE FOR SEMI-RIGID BARRIER SYSTEMS. NVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD APD BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 5221 25 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 525 520 515 14+00010 3 RETAINING WALL DETAIL C7 _. - , .. ..._ ._ I .. -------------- A . , --------- --------- GR -21 sTPoP GENERAL NOTES: PAVEMENT i STRUClURAL ENGINEER 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. - 2, DETECTABLE WAiRNYRG TO BE CLASS A-3 CONCRETE (CLASS A-4 F- PRECAST) C'q" HOLE 71" HOLE 'E GLE BAY ;DIAMOND PRO a R TAINING-MALL.....,. __ Y." HOLE a Taw 7 SLOPE PER MANUFACTURER p , -WALL NG'-" ' Y4. RECYCLED 3'MIN.'4 EX. GRADE MATERIAL HORIZONTAL 6" WIDE BLOCKOUT WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. MAX.-SLOPE.,.3-.1 TYPE A ........ 3, -"' _....._ ... .....-.._.........------- .._..? PERPENDICULAR 'a•.., BLOCKOUT FOR MAINTENANCE REPAIR ONLY 3 RETAINING WALL DETAIL C7 ----4" - 3,000 PSI CONCRETE �... .� °77 0000000000000000 4" - VDOT #21A BASESTONE nc COMPACTED SUBGRADE 4' MIN. CBR=6.0 I I I I I 1-1 I 1-1 I 1-1 1 1- TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION- 1.5" ECT ON1.5" OF SM -9.5A SUPERPAVE 2 .5 - A N ASPHALT CO 9 S CRETE BASE COARSE TYPE Y �r BM -25.0 6" - VDOT #21A BASESTONE !� 0000000000000000 COMPACTED SUBGRADE MIN. CBR -6.0 IIIIIII I iI i I -III- TO BE FIELD VERIFIED �•, TYPICAL PAVEMENT SECTION FOR PARKING LOT, Not To Scale 124 ( Bollard TREATED WOOD GATES PINISIi TO MATCH BLDGS -' I DUMPSTER -CMU ENCLOSURE GBRICK FACING 6'H I " - ' t1EIG11T ELEVATION DUMPSTER ENCLOSURE r6-DUMPSTER SCREENING C7 Not To Scale ---------------- ---------- �0 I � Z N � N W W Z d z v W I WLL o� T -E W V) z I- V) N O m � N N W Q (n LLI �> z In W Q 0 W J Q O j� LTI O� 4 x 4 STEEL COLUMN JUSTIN M. SHIMP Lie. No. 45183 � I o SIONAL ��� � GR -2. 2A CG -2 CG -12 GENERAL NOTES: 8 g WASHER - 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. - 2, DETECTABLE WAiRNYRG TO BE CLASS A-3 CONCRETE (CLASS A-4 F- PRECAST) C'q" HOLE 71" HOLE & NUT =- -_ - 6"x 8"x1'-2" TREATED WITH SLP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE a \ PINE BLOCK OR TREATED PINE Y." HOLE a RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 6 BLOCK OR FACE OF CURB) 141LL BE PND FOR AS RADIAL CURB, ' Y4. RECYCLED TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" MATERIAL COMMON NAL SEE NOTE S. w 6" WIDE BLOCKOUT WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 6"x8°x1'-2" TYPE A CONTANING STEEL BLOCKOUTS. 3, SLOPING SIDES OF CURB RAP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR 'a•.., BLOCKOUT FOR MAINTENANCE REPAIR ONLY FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQMED BARS, IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN SOUTHERN PINE---` tO 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO INCREASE IN DEPTH. �4 2 R THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF LESS THAN 1'-0" 6x8 WOOD POST 3 'I � 4"x 8"xf-2" TREATED " PINE BLOCK. STRONG POST PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED ?CENTER TO CENTER ALONG TFF 1 - 'R BOCONCRETETOF COVER SITK Rte' FLOOR, MIO -DEPTH OF RAMP FLOOR. MINIMUM 12 9 7R 8. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS YA" DIA POST MAY BE HOT ROLLED OR WELDED, -,o -.a• HOLE ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. GUARDRAIL INSTALLATION TYPE B HOLES °. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL {V CCI N BY THE ENGINER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER N AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 4„ NOTES: CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,PROPOSED, x10" BOLT 6x8 x, -2 T ,`E-- TREATED ILEA ED PINE ,- ALL BOLTS, NUTS, WASHERS, AND OTHER I„ BLOCK OR n OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN OROSSWALKS _ IIS SII l E I . = I I -- Il (- RECYCLED LO MATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON PINY DINE PROJECT WITH - I Ir _-I -T1 �� " AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND 94MM NOT THE RESTRICTION THAT THE SAME TYPE OF _ II W6x8.5 OR W6x9 g POST AND BLOCKOUT MUST BE USED IN ANY BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIREHYDRANTS y OPTIONAL HOLE 63. TO FACILITATE A "FIRM ALL 3%2" DIA. HOLES GALVANIZING AND 501.02. 4. DRIVE NAL ON BOTH SIDES WITHIN 2" OF THE TOP DR BOTTOM OF BLOCKOUT AFTER 5f8" x 18 AM SLISP�RESISTANT PATH CONNECTINVIDE UNOBSTRUCTEED STABLE G ACCESSIBLE FJ.iMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED BOLT IS INSTALLED. HOLES IN POSTS I 8'• I I .,,, I"ry VK 5 15 a NIN SURFACE CRTPOST AND USED BY PEDESTRIANS. 18" MAX. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE. S. RAPS MAY BE PLACED ON RADIA. OR TANGENTIAL SECTIONS PROVIDED THAT 2 AT )K HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LINTS OF THE CROSSWALK AND` (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) .2" EDGE OF PAVEMENT SHEET 2 OF 2 505 THAT TSLOPE AT THE CONNECTION OF THE CURB OPENING IS HE PERPENDICULAR TO THE CURB. "lC AT )K)K ,SA1ME AS TOP OF CURB 9. YPIq1y� C� RETE ALK IS 4" K$. � TH�EypEAN(TRANC RAOICAIRNOT �OIM HE VY RE7TO TYPE .1� s7 ARD GG -13 C tERC1AM ENTRANCE (HEAVY IF CURB IS EXTRUDED PARALLEL PARALLEL & PERPENDICULAR TRUCKCTRAFFIC) FOR CONCRETE DEPIHL 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, STANDARD 6" CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 502 1.8" - 2.4" VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 -- TRUNCATED DOME C -C -00- 000 0 O 00 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 00 0000000Y * O, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' iv O 4p 0 0 0 0 0 0 0 00 0000000 0.2" 50X, - 657 OF BASE DIAMETER O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T� 0.9°° - 1.4" VARIABLE T BASE DIAMETER 4" MI11MUN ° PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 Of 4 CG -12 DETECTABLE WARNING SURFACE GENERAL NOTES REV. 7/05 5105 02 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION ----4" - 3,000 PSI CONCRETE �... .� °77 0000000000000000 4" - VDOT #21A BASESTONE nc COMPACTED SUBGRADE 4' MIN. CBR=6.0 I I I I I 1-1 I 1-1 I 1-1 1 1- TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION- 1.5" ECT ON1.5" OF SM -9.5A SUPERPAVE 2 .5 - A N ASPHALT CO 9 S CRETE BASE COARSE TYPE Y �r BM -25.0 6" - VDOT #21A BASESTONE !� 0000000000000000 COMPACTED SUBGRADE MIN. CBR -6.0 IIIIIII I iI i I -III- TO BE FIELD VERIFIED �•, TYPICAL PAVEMENT SECTION FOR PARKING LOT, Not To Scale 124 ( Bollard TREATED WOOD GATES PINISIi TO MATCH BLDGS -' I DUMPSTER -CMU ENCLOSURE GBRICK FACING 6'H I " - ' t1EIG11T ELEVATION DUMPSTER ENCLOSURE r6-DUMPSTER SCREENING C7 Not To Scale ---------------- ---------- �0 I � Z N � N W W Z d z v W I WLL o� T -E W V) z I- V) N O m � N N W Q (n LLI �> z In W Q 0 W J Q O j� LTI O� 4 x 4 STEEL COLUMN JUSTIN M. SHIMP Lie. No. 45183 � I o SIONAL ��� � GR -2. 2A CG -2 END OF RETAINING WALL CONTRACTION JOINT REO'D, R%V-2 RETAINING WALL 8 g WASHER - 2. CONCRETE TO BE CLASS A3 If CAST IN PLACE, 4000 PSE PRECAST. - n P U %".18' BOLT ^�, I C'q" HOLE 71" HOLE & NUT =- -_ - 6"x 8"x1'-2" TREATED 6"xfi"x1'-2" a \ PINE BLOCK OR TREATED PINE Y." HOLE a ,�„ RECYCLED MATERIAL. 6 BLOCK OR FACE OF CURB) 141LL BE PND FOR AS RADIAL CURB, ' Y4. RECYCLED GALV. STEEL 1OD N 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" MATERIAL COMMON NAL SEE NOTE S. w 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6"x8°x1'-2" CONTANING STEEL BLOCKOUTS. TREATED TO THE SLOPE OF SUBBASE COURSES PINE BLOCK 'a•.., BLOCKOUT FOR MAINTENANCE REPAIR ONLY TREATEDgid IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN SOUTHERN PINE---` tO - INCREASE IN DEPTH. �4 2 R ' 774" Tfe" HOLE LESS THAN 1'-0" 6x8 WOOD POST 3 'I � 4"x 8"xf-2" TREATED " PINE BLOCK. STRONG POST 4 2" R AND ESSPEED AS SHOWN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 8'-0" POST GUARDRAIL THE CRT POST IS FOR USE WITH THE STANDARD GR -IO TYPE NOR WHERE 4"" WIDE BLOCKOUTREQUIREDSPEECIIFIED TFF BY THE ENGINEER IN THE fo 'R . L) 7 TygM -'t4 6" DETAIL A YA" DIA POST MAY BE HOT ROLLED OR WELDED, -,o -.a• HOLE N Y4" 8" GUARDRAIL INSTALLATION `s ,p HOLES SITES REQUIRING LONGER SEE GUARDRAIL POSTS {V CCI N N [ 4„ NOTES: x10" BOLT 6x8 x, -2 T ,`E-- TREATED ILEA ED PINE ,- ALL BOLTS, NUTS, WASHERS, AND OTHER I„ BLOCK OR n STEEL ITEMS ARE TO BE GALVANIZED. _ IIS SII l E I . = I I -- Il (- RECYCLED LO MATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON PINY DINE PROJECT WITH - I Ir _-I -T1 �� " .4 THE RESTRICTION THAT THE SAME TYPE OF _ II W6x8.5 OR W6x9 g POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. OPTIONAL HOLE 63. TO FACILITATE FOR GETAJLS OF GUARORAL ELEMENT SPLICE JOINT, HARDWARE, ETC, SEE SHEET NOS.501.01 3%2" DIA. HOLES GALVANIZING AND 501.02. 4. DRIVE NAL ON BOTH SIDES WITHIN 2" OF THE TOP DR BOTTOM OF BLOCKOUT AFTER 5f8" x 18 BOLT IS INSTALLED. HOLES IN POSTS I 8'• I I .,,, I"ry AND BRACKETS TO BE 3q" DIA. 15 a NIN SURFACE CRTPOST STEEL POST 18" MAX. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE. XVD❑T REFERENCE /'+ STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION OB/14 501.05 ----4" - 3,000 PSI CONCRETE �... .� °77 0000000000000000 4" - VDOT #21A BASESTONE nc COMPACTED SUBGRADE 4' MIN. CBR=6.0 I I I I I 1-1 I 1-1 I 1-1 1 1- TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION- 1.5" ECT ON1.5" OF SM -9.5A SUPERPAVE 2 .5 - A N ASPHALT CO 9 S CRETE BASE COARSE TYPE Y �r BM -25.0 6" - VDOT #21A BASESTONE !� 0000000000000000 COMPACTED SUBGRADE MIN. CBR -6.0 IIIIIII I iI i I -III- TO BE FIELD VERIFIED �•, TYPICAL PAVEMENT SECTION FOR PARKING LOT, Not To Scale 124 ( Bollard TREATED WOOD GATES PINISIi TO MATCH BLDGS -' I DUMPSTER -CMU ENCLOSURE GBRICK FACING 6'H I " - ' t1EIG11T ELEVATION DUMPSTER ENCLOSURE r6-DUMPSTER SCREENING C7 Not To Scale ---------------- ---------- �0 I � Z N � N W W Z d z v W I WLL o� T -E W V) z I- V) N O m � N N W Q (n LLI �> z In W Q 0 W J Q O j� LTI O� 4 x 4 STEEL COLUMN JUSTIN M. SHIMP Lie. No. 45183 � I o SIONAL ��� � $' NIX. 6' HR -1 MAX. -� I•.- MAX. 8'-0" Ri)41ND ROD SCUD (TSTEEL YP.) OR SMOOTH 1" STANDARD PIPE. I I/q" O.D. STANDARD PIPE FOR RAILS 4%z" ai O.D. EXTRA STRONG PIPE FOR POSTS MAX. MAX, 41/x° O.C. (TYP.) 34"-38" 2'-3" MAX. A - yy��ppTH OF ONE TREAD HAT IS A REQUIRED AT EACH BOTTOW RISER GROUNDING ELECTRODE CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HADRALS SPALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -6. FOR ALL DETAILS AND DIME �JINSIONfI( S NOT SHO" SEE SPD, FE -CL, STANDARD FE -CL usT 0 OSRI O.D. „ RWkR ,rc�NJUx N(OUND ALL POST 7PECMTON RO'B9FE 504 ICONT4 .D. �iETk SLEEVES 0 8E ERED N TOP OF �/kL , _ CG -2 END OF RETAINING WALL CONTRACTION JOINT REO'D, R%V-2 RETAINING WALL I IuI i NOTES: 2. CONCRETE TO BE CLASS A3 If CAST IN PLACE, 4000 PSE PRECAST. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI 1F PRECAST, OF 300 fOR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG GUTTER. FACE OF CURB) 141LL BE PND FOR AS RADIAL CURB, ` 4- FOR USE WITH STABILIZED OPEN -GRADED 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASEDMUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. TO THE SLOPE OF SUBBASE COURSES OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.NO ADJUSTMENT � AND TO THE DEPTH OF THE PAVEMENT. IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. �4 2 R METING THE 5 REOUIREMENTSS TO EFORECG-& AS SHOM i ui {YS 4 2" R AND ESSPEED AS SHOWN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. APPENDIX A OF THE VDOT ROAD E MANUAL. .a•,a . L) -'t4 6" -,o -.a• `s ,p SURFACE SEE NOTE 4 BASE .4 SUBBASE 4„ T-RA+iD-IUS 6„ 15 a NIN SURFACE 18" MAX. BASE d.. SUBBASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATIOEN REFERENC STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 $' NIX. 6' HR -1 MAX. -� I•.- MAX. 8'-0" Ri)41ND ROD SCUD (TSTEEL YP.) OR SMOOTH 1" STANDARD PIPE. I I/q" O.D. STANDARD PIPE FOR RAILS 4%z" ai O.D. EXTRA STRONG PIPE FOR POSTS MAX. MAX, 41/x° O.C. (TYP.) 34"-38" 2'-3" MAX. A - yy��ppTH OF ONE TREAD HAT IS A REQUIRED AT EACH BOTTOW RISER GROUNDING ELECTRODE CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HADRALS SPALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -6. FOR ALL DETAILS AND DIME �JINSIONfI( S NOT SHO" SEE SPD, FE -CL, STANDARD FE -CL usT 0 OSRI O.D. „ RWkR ,rc�NJUx N(OUND ALL POST 7PECMTON RO'B9FE 504 ICONT4 .D. �iETk SLEEVES 0 8E ERED N TOP OF �/kL , _ END OF RETAINING WALL CONTRACTION JOINT REO'D, R%V-2 RETAINING WALL I IuI i �x ALTERNATE INSTALLATION ON WALLS 3" .F •g !'11 •�i •� NOTES, S T ECT OR P OESTRI 5 D SHOULD THIS HANDRAIL I O� USE L AS 7 I F E EN. i AN p pj� ftp oN NOT BE PLACED-_�'{_A)`iY LOCATION .'INHERE IT MIGHT D IL SHOT TO ANY EHICUILAR IMPACT FOR VEHICNIULAf( PROTECTION STANDARD GUARDRAIL SHOULD � USED. HANDRSTATRAIL1E BULDII� ACCORDANCE 'KITH THE LATEST EDITION OF THE VIRGINIA UNFOFM,I STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING R-,7/04 VIRGINIA DEPARTMENT OF TRANSPORTATION 607.05 Install o" diameter 8" deep sleeve on top of walls where railing is attached to retaining wall. Use grout or equivalent material to SPECIFICATION permanently attach handrail. REFERENCE ,05 502 U) 0 - E N C a _ n (jCn N Cl- E i C �0 (n "cn_ E "1 v u) c f N E r Co 1 O WD NOTES= 1. THIS ITEM MAY 8E PRECAST OR CAST IN PLACE. I IuI i 2. CONCRETE TO BE CLASS A3 If CAST IN PLACE, 4000 PSE PRECAST. 3, COMBINATION CURB &GUTTER HAVING A RADIUS OF 300 fOR 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 AND GUTTER jjH&L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES � AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION ui 4 2" R AND ESSPEED AS SHOWN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. i p 6" D 1 P D 7," A A 11 a D P D D D- ----.._-._.._- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION III Lu ui THE BOTTOM OF THE CURB AND Lu GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. z < LL Date 09/26/2016 Scale 1 "=30' Sheet No. REV. 9/06 C7 OF 15 201.03 File No. 11.016 525 520 515 510 505 500 495 490 485 480 475 470 465 10+00 10+50 11+00 11+50 12+00 12+50 13+00 (--I�STORIVI SEWERPROF EE: EX -1 THRU 4 rR SCALE: HORZ: 1"=30' VERT:1 ”=10' 500 495 490 485 480 475 470 465 460 459+50 525 5 525 ........ 520 520 L_._ .... _, .,_......_._. I1 �. _.....,._._ ,.__. _...._ .... .... .....,...... ._.._— .. 515 515 L............... ..... 510 510a z r .,. ......fes.,_ "�—_,�'._'—..„...............W.,,..,,.. ,.......... ......., I ... , ._._ _ _. ........... ... _ .. _ .,. , w— .„.. 505 505 .... _................._-..-.__... _._..._._ _..........,,. ..._. _. ..,.,..,...,,,.., ,.,, f ..---------.. .. .... .. .......... . ... .... .... ._... .., , .... , ... . -- ---- ..._,-,.._-,.... .,............... ...,,,.,,.. ...,......... ,...,....,...... t....., .. _._... -. .,, ......., .._. _. i {_ .......... ...... _..... ..,..............,....., ,....... ,.... _..,__...._. ,... ... _, _----------. ----------. ...._.... _... .. _........_....I ..,....,..,,.....,...,........_..,,..........., ......_.....r..... .... -.,...................-..,.e..,.,,..,_.,.... ..,,,.,,,,..,<..... 500 500 I........... L........ 0 0 o 0 495 495 o© _ 490 10+00 485 480 475 1 � 525 470 (rw. 520 ... j 465 ... a...... 515 510 505 500 495 10+00 IU+DU ll+UU 11+3U 1Z+UU 1"L+DU 1J+UU .STORM SEWER PROF LE: 5 THRU 8 SCALE: HORZ: 1"=30' VERT:1 "=10' 10+50 11+00 11+50 12+00 12+50 (4�STORM SEWER PROFILE: 10 THRU 12 SCALE: HORZ: 1"=30' VERT:1 '=10' 525 520 515 510 505 500 495 IFr. 2•71 SCALE: HORZ: 1"=30' VERT:1 "=10' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 ��SAN TARY SEWER PROFILE: X THRU 4 SCALE: HORZ: 1"=30' VERT:1 "=10 525 520 515 510 505 500 495 500 495 490 485 480 475 470 465 460 16+5T 5 II _,._ ,,..,.�.,_,_.,_...._._..__._..._................_.__, .....L, .__ _..,.._.,..._..._.._.......__.._------_I-----..._... L_._ .... _, .,_......_._. I1 �. _.....,._._ ,.__. _...._ .... .... ....... _., .. _,r ._....__, ..._ ____....__,__ .__,...__ --------.,__._., _... ..... . ._.._— .. .... .... 71, .,. ......fes.,_ "�—_,�'._'—..„...............W.,,..,,.. ,.......... ......., I ... , ._._ _ _. ........... ... _ .. _ .,. , w— .„.. ,..-..»..-- , ....._,.._ _......... .......�.. � ( __. ... .. ..,.._—........,....._._ -__ ... .. .. _. ._. .... _................._-..-.__... _._..._._ _..........,,. ..._. _. ..,.,..,...,,,.., ,.,, f ..---------.. .. .... .. .......... . ... .... .... ._... .., , .... , ... . -- ---- ..._,-,.._-,.... .,............... ...,,,.,,.. ...,......... ,...,....,...... t....., .. _._... -. .,, ......., .._. _. i {_ .......... ...... _..... ..,..............,....., ,....... ,.... _..,__...._. ,... ... _, _----------. ----------. ...._.... _... .. _........_....I ..,....,..,,.....,...,........_..,,..........., ......_.....r..... .... -.,...................-..,.e..,.,,..,_.,.... ..,,,.,,,,..,<..... ,.,...:,... .. A„.....>_:... _ � ... -... , _, .._ _.. - r ..., -.. .._. _ ... L...... . .., r co , .., ----- .. ........ .. x ,........- _... _.. - - - i I�. .......... a.. > z zx, It .r ... ...... ..1 cn 0 10+50 11+00 11+50 (--6�WATERL NE PROFILE SCALE: HORZ: 1"=30' VERT:1 ”=10' 12+00 12+5U 16+0U 13+1jU 525 520 515 510 505 500 ! 4+05 of JUS SIIIMP > L o.45183 -SIONAL - � FRAME & COVER (SEE FIG. S-1–D,L) p d /—PLACE CAPPED ENDS PAINTED BLUE IN REMOTE AREAS STREET SURFACE OR AS DIRECTED, MARKER LOCATION MAY BE SUBJECT NON–PAVED AREA SLOPED AREA --'� 3'8' FINISHED GRADE MINIf a i I. I�I� ,, 1'-0" MAX 2'-0 RUBBER COATED STEEL d 3'-0" MIN STEPS CAST IN PLACE :s PRECAST REINFORCED CONCRETE SECTIONS 12" JIN "0" RING SEALS 16" MAX MINIMUM ELEVATION q DIFFERENCE ACROSS M.N. 5" 4'-0"> FROM INLET TO OUTLET SHALL BE 0.20 FEET. WATER DEPTH OF FLOW CONCRETtE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF 2500 P.S.I. CONTRIBUTINGSEWER. CONCRETE I.a 60'° 12" A FILLETED INVERT FOR A SMOa TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE dd PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON–EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL METER VAULT (1 I/2" METER) TYPICAL_ MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S–I–A N TD -2.5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL $24• IN $. INITIAL BACKFILL $"24 IN $. MIN MIN. MIN. MIN. ,. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL. OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 4 I INITIAL BACKFILL 4 MI UNSTABLE a" 8• ro 8• 8" SOIL MIN• MIN MIN. #68 STONE �,': -'. =GRANULAR FILL A5 = `' A.,PPROVED BY AC SA ST IL CK' Z STABLE 'SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED 1N 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 \ E r� N > E �QD 0 Wan m u, E m o o L� 0-1 �� U Y ✓d E Ew V w ;p Ir -AloEoY of El -i 0 E w EL Y F N Z5 E `' � � w � o ? to wo Lli v O a E ao- E00 _ E fE1 - J u h W _j `E `o zo E 2 0m M 4 Z of of o^ O `E \h of of aE W M1 lam•,, mu 4� ^� „�ju W N N �� N Q u- 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 J 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 (CRONY!) 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 2' MIN DIAMETER OF 4". pp 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 45'0'0" IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN -.-_- (270°) 2' TO 10' I8"-22" VALVE BOX 7 CU. FT. #68 STONE 42"MIN ;'t' e 6" GATE t., VALVE a' 1 Pr+P 6„ X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL` STEEL PILE I RESTRAINED .!DINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED .AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 rLARGER G BACKFILL SHALL TAIN ROCK MATERIAL 36"MINTHAN 5" IN ANY 7N 24 -"MIN INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE / BY HAND OR APPROVED OF PIPE (l�fy OF TAMPER NO. 68 STONE HAUNCHING — BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 5' GALVANIZED " WITNESS " POST WITH p d /—PLACE CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED, MARKER LOCATION MAY BE SUBJECT 2' 3'1' TO HIGHWAY DEPARTMENT APPROVAL_ 3'8' FINISHED GRADE MINIf a i I. I�I� ,, d 44" MIN. 11 u :s E z � g. I-- 6" MIN. I 17.5x, 8" MIN. q E - - - M.J. GATE VALVE WATER LINE 4 �d � o 4 t 2500 P.S.I. _: , CONCRETE I.a 60'° THRUST BLOCK Q dd 4 18'1 MIN. -37" MIN. T WNGNUT LOCKING ASSEMBLY 12" MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (1 I/2" METER) NTS FIG. W -7B TD -15 \ E r� N > E �QD 0 Wan m u, E m o o L� 0-1 �� U Y ✓d E Ew V w ;p Ir -AloEoY of El -i 0 E w EL Y F N Z5 E `' � � w � o ? to wo Lli v O a E ao- E00 _ E fE1 - J u h W _j `E `o zo E 2 0m M 4 Z of of o^ O `E \h of of aE W M1 lam•,, mu 4� ^� „�ju W N N �� N Q u- 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 J 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 (CRONY!) 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 2' MIN DIAMETER OF 4". pp 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 45'0'0" IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN -.-_- (270°) 2' TO 10' I8"-22" VALVE BOX 7 CU. FT. #68 STONE 42"MIN ;'t' e 6" GATE t., VALVE a' 1 Pr+P 6„ X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL` STEEL PILE I RESTRAINED .!DINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED .AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 rLARGER G BACKFILL SHALL TAIN ROCK MATERIAL 36"MINTHAN 5" IN ANY 7N 24 -"MIN INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE / BY HAND OR APPROVED OF PIPE (l�fy OF TAMPER NO. 68 STONE HAUNCHING — BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 C METER SIZE DIMENSION A 5' GALVANIZED " WITNESS " POST WITH s /—PLACE CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED, MARKER LOCATION MAY BE SUBJECT 2' 3'1' TO HIGHWAY DEPARTMENT APPROVAL_ 3'8' FINISHED GRADE MINIf a i I. I�I� ,, 4' 5' MiN, I II ADJUSTABLE VALVE BOX W/ LID 11 u :s E z � E - - - M.J. GATE VALVE WATER LINE 4 �d � o 4 t 2500 P.S.I. _: , CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK Q dd fl 4 NOTE IN REMOTE_ AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. QLL� TYPICAL GATE VALVE NTS FIG. W-5 TD --9 C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 112° 311' 5'4' 3'8' 2' 3'1' 5'4' 3'8' 3- S` MIN, 14' MiN, 4' 5' MiN, 12' MIN, GREATER THRN 4 ' PROPOSALS WILL BE SUBMITTED. DOOR HINGES I I I � I I ( I ( I I I I I LIFT HANDLE L_. -----_..--.-------- TYPICAL METER VAULT %T,S, FIG, W --7A fL ROADWAY R ) I C PAVEMENT C° I Ir -�— r-- COATED STEEL BAND OR STAINLESS 4 8' MIN, 0,25' MIN, THICKNESS STEEL CASING INSULATORS 42" MIN, STEEL CASING I I 12 BCS H R NT SPILL `j 1 - I OR 3' 1�7' ❑R 8'y 21-0° .._ DUCTILE IRON PIPE 18' OR 20' JOINT OF D.I, (-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. MIDDLF SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT, WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. W-10 ML CONC ML-. CONIC D� FENT", MH _1 WOODEN ONC / MBS FD C \ ,\ WALL / f 1 DI MK, IC GNC/ � FRAME GUARD HOUSE r--' � '; �-c--"`-==`� —_ -'" SAN---- SA S -AN ----SAN SAN S C A ��,.... l- JAN— SAN SJ�N--S Q J 7 u f, � SAN-- �.-- SA �A CONC I— N-- _– A C0 LLJ DB _ _ _ _� _ H L� :r PA VED V) l „ CONIC---- L,J SB (w ;r "t FDC CO y .. .M 45-68A >. /e FENCE ewer f j CO cod# , OFFSITE SANITARY SEWER DETAIL SCALE: 1 "=30' u TD -14 \ LP SIDE VIEW .75' DIAMETER DRILLED IDLE FOR TOUCH READ INITS, TL1P VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS PATCH I WV :�---S43 30' 32"�V 100. 59 Ptd D STS SS I NS 3 MH CG \ L', \\ GLS CONNAC DI L o LOO � � z N W 1 N W �al�r► � W Z r7 U � Z v W W W Z W 0 d z Z_ a D N O �.' NW> 0 V) W[ ­__ Z In 0 W Cry O N 0 U 14 lNLTHOP • Jusr-r*0 vilup > „4,ic. 45183 ► S` AOIVAL ii� mjvjl Date 09/26/2016 Scale 1 "-30' Sheet No. C9 OF 15 File No. 11RUE E j E E QLL� C1) C N t9 t9 Lo QN�r- O� O N Date 09/26/2016 Scale 1 "-30' Sheet No. C9 OF 15 File No. 11RUE E Stru ctu re Type Throat Length P i pe Size Pipe Mate r'I a I Pipe Len gth Pipe Slope 13 DI -7 < 15 HDPE 74.50 0.94% 12 DI -7 15 HDPE 231.53 1.60% 505.78 10 10 D1-313 6 15 HDPE 41.98 2.38% 84" PERFORATED C MP STALL � ON ORIFICY,- FILTER FABRIC--� (SIDES) 15 HDPE 97.93 2.53% 7 DI -313 6 15 HDPE 175.37 5.14% 6 D1-313 12 15.00 HDPE 67.81 1.92% 15.00 HDPE '101 .69 14.75% EX1 N[||TO�T|�lN TANK PLAN U|[UU |�||L||\��||L}|� |��|�F\ [-L/�|� V|L_YV SCALE 1^=10' K]L|| |L}� ||/\K] |�K|i/ LJL}/\L|| L |�| |L| |\��| |L�|� |��|�[\ | |\\�/ |LL_ SCALE: 1"=10 6" PVC OBSERVATION WELL WITH BRASS CAP SEE PLAN VIEW FOR DIETAILS w SEDIMENT BARRIER FILTER FABRIC -P ROP. GRADE (TOP ONLY) 6" FILTER GRAVEL ---------------------------- < 100 -YR WSE 507.78 WEIR WALL W/ INLET CONTROLS ORIFICE 505.78 10 -�] T2' M|N. OYERLkP �YP]I 84" PERFORATED C MP STALL � ON ORIFICY,- FILTER FABRIC--� (SIDES) A - STEEL PLATE 57 GRAVEL NOTES: THE PROPOSED GRADES ARE SHOWN FOR THE LOWEST EDGE OF THE INFILTRATION CHAMBER. EXISTING GRADE IS SEVERAL FLL| ABOVE PROPOSED GRADE AT ALL POINTS. FOR CLARITY, THE OBSERVATION WELL, THE WANUOLE, THE JUNCOON, AND THE WEIR PLATES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN NEVK N[|| T[)�T|/�N TANK {`[��T|/lN |�| |L||\��||\J|� |��|�[\ .�L-\/||\J|� SCALE 1"=5' NOTE. FILTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM