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Home My WebLink AboutSDP201800003 Plan - Submittal (First) Final Site Plan and Comps. 2018-01-12LEGEND EXIST NEW DESCRIPTION C I - X 25 TC TOP OF CURB ELEVATION v x 25 SPOT ELEVATION „,�e -r=, x 125TW TOP OF WALL ELEVATION t=,'.,;`X 25 Bw BOTTOM OF WALL ELEVATION C5 - ®" BENCHMARK K.....r UTILITY PLAN STORM SEWER C7 - RD ROOF DRAIN ff- , -ff„ •fN LAN D5CAF1 NG PLAN SEWER LINE C9 - 6N WATER LINE - - --^S - LIGHTING PLAN GAS LINE C I I oHE OVERHEAD ELECTRIC WIRE C 12 UGE UNDERGROUND ELECTRIC C 13 — OHT OVERHEAD TELEPHONE LINE ------- UGT UNDERGROUND TELEPHONE LINE rLIGHT POLE -- UTILITY POLE PROPERTY LINE - - — ADJACENT PROPERTY LINE _.______ VACATED PROPERTY LINE -0 BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -------..___-_-.--- — GRADING EASEMENT — --- DRAINAGE EASEMENT ___....-._.._.._. UTILITY EASEMENT WATER EASEMENT -- - --- - -- — ACCESS EASEMENT STORM DRAINAGE EASEMENT n.,......a:-;...-.... TREE LINE FENCE STREAM fINAL 51TE DEVELOFMENT FLAN fOR HAN5EN ROAD CHURCH TMF 07800-00-00-073AI5, 5DP 20 I'l-20 N 1&0Wi Ma a w V 1 V I Ly I I I IYIAI" SCALL: 1' =ZUUU' SHEET INDEX DRAIN INLET (DI) C I - O STORM/SANITARY MANHOLE v C PLUG C3 - ®V WATER VALVE & BOX -: �- FIRE HYDRANT C5 - ®" WATER METER rLIGHT POLE -- UTILITY POLE PROPERTY LINE - - — ADJACENT PROPERTY LINE _.______ VACATED PROPERTY LINE -0 BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -------..___-_-.--- — GRADING EASEMENT — --- DRAINAGE EASEMENT ___....-._.._.._. UTILITY EASEMENT WATER EASEMENT -- - --- - -- — ACCESS EASEMENT STORM DRAINAGE EASEMENT n.,......a:-;...-.... TREE LINE FENCE STREAM fINAL 51TE DEVELOFMENT FLAN fOR HAN5EN ROAD CHURCH TMF 07800-00-00-073AI5, 5DP 20 I'l-20 N 1&0Wi Ma a w V 1 V I Ly I I I IYIAI" SCALL: 1' =ZUUU' IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX SHEET C I - COVEN SHEET SHEET v PROEEER5 SHEET C3 - EXISTING CONDITION5 * DEMO t .r4 C4 - 51TE OVERVIEW /:SIGHT D15TANCF LINES SHEET C5 - 51TE PLAN SHEET CG - UTILITY PLAN SHEET C7 - GRADING PLAN SHEET C6 - LAN D5CAF1 NG PLAN SHEET C9 - LAN D5CAF1 NG PLAN * DETAILS SHEET v� - LIGHTING PLAN SHEET C I I - DRAINAGE MAP SHEET C 12 - 5TORMPIFE FR07EILE5 AND DETAILS SHEET C 13 - WATER * SEWER. FROEI LES AND DETAI L5 SHEET C 14 - 51TE DETAILS t,Y HANDICAP PARKING S� r ACU E 01 t. X:Xxxx '10 IMAGE PROVIDED BY GOOGLE MAPS 12 INTERVAL CONTOUR oo — INDEX CONTOUR CG -2 STANDARD 6" CURB ,C CG -6 COMBINATION 6" CURB &GUTTER m rt SIGNATURE BLOCK DATE SHEET INDEX SHEET C I - COVEN SHEET SHEET C2 - PROEEER5 SHEET C3 - EXISTING CONDITION5 * DEMO SHEET C4 - 51TE OVERVIEW /:SIGHT D15TANCF LINES SHEET C5 - 51TE PLAN SHEET CG - UTILITY PLAN SHEET C7 - GRADING PLAN SHEET C6 - LAN D5CAF1 NG PLAN SHEET C9 - LAN D5CAF1 NG PLAN * DETAILS SHEET C 10 - LIGHTING PLAN SHEET C I I - DRAINAGE MAP SHEET C 12 - 5TORMPIFE FR07EILE5 AND DETAILS SHEET C 13 - WATER * SEWER. FROEI LES AND DETAI L5 SHEET C 14 - 51TE DETAILS 12 INTERVAL CONTOUR oo — INDEX CONTOUR CG -2 STANDARD 6" CURB ,C CG -6 COMBINATION 6" CURB &GUTTER m rt SIGNATURE BLOCK DATE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION OWNER / DEVELOPER Owner: Albemarle Land LLC 195 Riverbend Drive Charlottesville VA, 22911 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes - Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73B1+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 Owner Subject to Four Party Road Improvement Agreement dated 09/21/1998, Deed Book 1899 Pg. 402 LEGAL REFERENCE TMP 07800-00-00-07JAB - DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 Additional topography provided by Albermarle County GIS BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. Proposed Height: (Church) 34' SETBACKS Front Max: 30' from exterior edge of sidewalk Front Min: 10' from exterior edge of ,sidewalk Side & Rear: Adjacent to RA district boundary, residential, or Monticello Historic District Building Min. 50', Max. None Parking Min. 20', Max. None Adjacent to commercial or industrial Structure shall be constructed (and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 19,180 SF Church w/ Associated Parkiing FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Church Required Parking: No Longer Specified in Ordinance. To be Determined by Zoning Administrator in Accordance with Section 4.12.7. WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics are included on Sheet C10. LAND d SCHEDULE EXISTING Area CONCRETE PAVEMENT / SIDEWALK Road 29,833 RIPRAP Sidewalk 10,839 SF 4.05% Open space 226,863 SF 84.80% ASPHALT 267,535 OGRASS PROPOSED Area % EC -2 MATTING 11,402 - EC -3 MATTING 109,816 SF 78.91% WETLAND 17,948 SF 12.90% Impervious 0a SF 52.02% PARKING COUNT 128,369 SF 47.98.% CROSSWALK 267,535 SF (6.14 ac.) HANDICAP ACCESSIBLE AISLE CG -12 t,Y HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION OWNER / DEVELOPER Owner: Albemarle Land LLC 195 Riverbend Drive Charlottesville VA, 22911 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes - Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73B1+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 Owner Subject to Four Party Road Improvement Agreement dated 09/21/1998, Deed Book 1899 Pg. 402 LEGAL REFERENCE TMP 07800-00-00-07JAB - DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 Additional topography provided by Albermarle County GIS BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. Proposed Height: (Church) 34' SETBACKS Front Max: 30' from exterior edge of sidewalk Front Min: 10' from exterior edge of ,sidewalk Side & Rear: Adjacent to RA district boundary, residential, or Monticello Historic District Building Min. 50', Max. None Parking Min. 20', Max. None Adjacent to commercial or industrial Structure shall be constructed (and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 19,180 SF Church w/ Associated Parkiing FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Church Required Parking: No Longer Specified in Ordinance. To be Determined by Zoning Administrator in Accordance with Section 4.12.7. WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics are included on Sheet C10. LAND USE SCHEDULE EXISTING Area % Road 29,833 SF 11.15% Sidewalk 10,839 SF 4.05% Open space 226,863 SF 84.80% Total= 267,535 SF (6.14 ac.) PROPOSED Area % Building 11,402 SF 8.19% Pavement 109,816 SF 78.91% Walkways 17,948 SF 12.90% Impervious area 139,166 SF 52.02% Open space 128,369 SF 47.98.% Total= 267,535 SF (6.14 ac.) SIGNS Ail signs shall conform with the MUTCD Guidelines. ITE TRIP COUNT AM PM Use Description ITE Qty in out Total in out Total Church Sunday Peak Hour 560 19180 SF 92 100 192 Church Weekday 560 19180 SF 6 6 12 9 6 15 , LTIJ JUST HIMP > 0 6.45183 �_IONAL V_ COUNTY OF ALBEMARLE Dept. of Planning & Community Development -.401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296-5823 October 28, 1998 Steve Melton 195 Riverbend Dr Charlottesville, VA 22911 RE: ZMA-98-20 Pantops PD -MC Tax Map 78, Parcels 20A, 73, 73A, 75 and 76 Dear Mr. Melton: The Albemarle County Board of Supervisors, art its meeting on October 21, 1998, approved the above - noted request for approvalof an application plan for the general develornent of 49.34 acres, zoned PD -MC *(Planned Development Mixed Commercial); HC (Highway Commercial) and EC (Entrance Corridor e ri f ay D Please note that this approval is subject to four modifications for the appication plan d our requirements for application plan approval- The modifications and requirements are as follow: Modifications for Application Plan aRprovall: a. The Board granted a waiver of restrictions to development on critical slopes for and restricted to the Kroger Shopping Center site, the DMV site and to those areas shown for roadways and other infrastructure improvements on the Application Plan. Subsequent requests for other critical slopes waivers as may be requested as other site plans are presented will be entertained by the Planning Commision. b. The Board did not find that the request for relief from stormwater detention requirements to be contrary to general plaaning/poilcv issues. The Board will allow administrative determination by the Engineering Departent subject to satisfaction of the Engineering Department concerns as to adequacy of water quality measures as well as adequacy of downstream- channels-, C. The Board can determine no compelling reason to incorporate commercial roadways into the public road network. Private roads will generally allow more flexibiitv in site design due to more flexibiitv in setbacks and improvements which may occur within the right-of-way. Therefore, the Board approved usage of private roadways internal to the development. This should not be viewed as a zoning restriction/prohibition to Board approval of these roads as public roads at some future date; and d. The Board believes that PD -SC parking standard was intended to encourage a Planned Development approach for shopping center development. The Board found that this intent has been accomplished through this petition and that usage of the PD -SC parking standard would be appropriate with this Intent as well as with standards of the Comprehensive Plan. COUNTY OF ALBEMARLE Department off Planning & Community Development 401 McIntire Road, Room 218 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 February 25, 2003 i; ZMA 02-OL125 Katurah Roell 195 Riverbend Drive Charlottesville, VA 22911 Dennis Minetos 1389 Richmond Road Charlottesville, VA 22911 RE: ZMA-02-08 South Pantops Office; Tax Map 78, Parcel 73A and 13 Dear Mr. Roell and Mr. Minetos: The Albemarle County Board of Supervisors, at its meeting on, February 12, 2003, approved by a vote of ft6:0. to amend the application plan for ZMA 98-20 for the Tax Map 78, Parcel 73A as outlined below, and with acceptance of the applicants proffers (attached). Tax Map_ 78-73A: Modification of the ZMA 98-20 Application Plan and Proffers: A. The portion of the Application Plan for ZMA 98-20 (Attachment 8), outlined in red, located generally west of Hansen Road, and comprised of the area designated as "Hotel # 7 - 100 Rooms" on the attached copy of the ZMA 98-20 Ap)plication Plan, is amended to allow "Office Space" instead of a horel. The development of this Office Space area shelf be in general accord with the "Preliminary Site Development Plans for Office at South Pantops" prepared by Rivanna Engineering, dated January 3, 2002 and revised January 7, 2003 (Attachment 4 outlined u I generally B. The portion of the Application Plan ifor ZMA 98-20 (Attachment B) ut ined in blue, located gen east o ' f Hansen Road, and comprised of the area designated as "Office Space # 5 - 45, 000 SQ F7. is amended to reduce the permitted square footage of office space use from forty-five thousand (45,000) square feet to twenty thousand (20,000) square. C. The tree conservation area depicted by dotted lines on the "Preliminary Site Development Plans for Office at South Pantops", prepared by Rivanna Engineering, dated January 3, 2002 and revised January 7, 2003 (Attachment A) may be reduced in size so that its western boundary is moved in from the common property fine with, Tax Map 78 parcel 13A by up to fifty (50) feet. D. The three modifications listed in A, B and C above are in addition to those previously approved, and in all other respects the previously approved Application Plan and the modifications and requirements reflected in the October 28, 1998 letter (Attachment C) apply. E. The applicant shelf provide the County with a modified application plan showing the changes authorized by the modifications, listed in A B and C above, per section a. 5.5 of the Albemarle County Zoning Ordinance. However, the modified application plan can be limited to the area covered by this zoning request. F. Accept the proffer pertaining to the 120 -foot "no build zone" (Attachment D). -0 Requirements for Application Plan approval: 1. A landscape plan providing full screening of all buildings and parking areas visible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years. 2. A street tree plan providing a visual buffer for Hansen Road and Rolkin Road shall be provided as a condition of site plan or road plan approval. Large street trees shall be planted on both sides of such roads in accordance with Section 32.7.9.6 of the Zoning Ordinance and shall be staggered on opposite sides of the road. 3. All buildings shall be designed to provide rooftop style, treatment and color schemes which I assure minimal visual impact on the Monticello viewshed. Assurance of such style, treatment and color schemes shall be a condition of final site plan approval. Such approval may be given by the Director of Planning and Community Development after providing notice to the Thomas Jefferson Memorial Foundation and an opportunity for Foundation comments to be considered. 4, Approval and execution of the Four Party Road Improvement Agreement substantially in accord with the document dated October 20, 1998, and attached hereto, shall be required prior to the approval of any development plan. If you have anv questions or comments regarding the above -noted action, please do not hesitate to contact me. Sincerely, Ronald S. Keeler Chief of Planning RSK/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Gordon Gledhill Page 2 February 25, 2003 The Board also approved by a 6:0 vote to rezone a portion of Tax Map 78, Parcel 13 from the Planned Development Mixed Commercial Disftrict (PD -MC) to Highway Commercial (HC) as outlined below and with acceptance of the applicants proffer (see attached). Tax Map 78-13: Rezoning from PDIVC to HC: A. ,i The portion of the Application Plan for ZMA 98-20 (Attachment 8), outlined in green, which was added to Tax Map 78 parcel 13, its rezoned to HC (Highway Commercial) from PDMC (Planned Development -Mixed Commerciatf). B. Accept the proffer pertaining to the 120 -foot "no build zone" (Attachment D). If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. Sincerely, V. Wayne Cilim rg Director of Plating & Community Developme VWCI'jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse Matt Grimes, VDOT A COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 401 Mclintire Road, Room 227 Chariotteswille, Virginia 22902-4596 FAX (804) 9724126 TELEPHONE (804) 296-5832 TrD (804) 972-4012 MEMORANDUM W kil TO: The file, ZMA 98-20 FROM: Amelia McCulley, Zoning Administratot Wayne Cilimberg, Director of Planning and Community Development DATE: 01/19/01 RE: Landscape Plans for the entire Pantops PD -MC zoned by ZMA 98-20 This document is a Memorandum of Agreement set forth in an effort to meet the intent of the first "Requirements for Application Plan Approval" from ZMA 98-20. On October 21, 1998 the Board of Supervisors approved the Planned Development Mixed Commercial Application Plan with the following condition: 1. A landscape plan providing full screening of all buildings and parking areas visible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years. The goal of "full screening' is not only to fully obscure but to provide the maximum screening through integration with the existing character of the forested slopes within the viewshed of Monticello. The County, the Developer and Thomas Jefferson Memorial Foundation ail hereby agree that the following guidelines will be used in review of all the pertinent site plans on a case-by-case basis: The sites should appear as natural as possible after development. This may involve randomly placing trees on a slope rather than having a large mowed area or a staggered row of evergreens. It may also provide for screening evergreen trees to be mixed with deciduous trees so as not to create a "block of green" every winter when the deciduous trees in the naturalized areas surrounding the development drop their leaves. The screening needs to be substantial, but a softer silhouette than the standard, using indigenous trees wherever possible, and scattered or in clumps, not in rows. Consideration should be given to species that will grow to a substantial size and are disease resistant so that they will survive and integrate into the native habitat. There will be different considerations on each site depending on the acreage of the site, the topography or terrain, the visibility from Monticello, and the surrounding natural microcosm. The height, size, layout and colors used on the buildings to be constructed will also effect the required landscaping. Since cars and other vehicles reflect light and draw attention to one spot in a field of vision, thorough landscaping of parking lots and accessways is also a major consideration. Planning staff in their professional capacity will review the landscape plans for all sites within the PD -MC. In the process, they must uphold the Zoning Ordinance, the co ; riditions of the Application Plan, and help achieve the goals set out above. Agreed to by: Kat Imhoff; for hnm2efferson Metforial Foundation Steve Melton, for Hurt Investment Company ATTACHMENT ID Original ironer I/ Ituz Amended Proffer 2/12/03 PROFFER FORM (Amendment # .3 (For South Pantops Office) Date: February 12, 2003 ZMA # 2002-008 Tax Map and Parcel Number(s) 78-73A 6,96+ Acre to be rezoned from _YDMC to _YDMC Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning request. (1) The Owner hereby proffers not to construct any building within 120 feet of the common property line with Carriage Gate (TMP 79-21ONN) for the purposes of the possibility of extending a road through that portion of the pr2j2Frty for period f N years. After such time this proffer will expire. � -,7 IA SignAmesofX11 Owners Pirated Names of All Owners Date M Signature of Attorney -in -Fact Printed Name of Attorney -in -Fact (Attach Proper Power of Attorney) Original Proffer 1/7/02 - - Amended Proffer 2/12/03 PROFFER FORM (Amendment # 3 (For Dennis Enterprises) Date: February 12 2003 ZMA # 2002-008 Tax Map and Parcel Number(s) 7'813 1 + Acre to be rezoned from - PDMC to _HC Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a pan of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning request. (1) The Owner hereby proffers not to construct any building within 120 feet of the common property line with Carriage Gate (TMP'78-20NN) for the purposes of the possibility of extending a road through that portion of the property for a period of TEN years. After such time this proffer will expire, zn/ t I-Ij -3) Signatures of All Owners Printed Names of All Owners Date Signature of Attorney -in -Fact Printed Name of Attorney -in -Fact 0 :i 0 LT 0 to 6 L_ A Z W W Z Z W W 0- Z :i I Y) 0- 0 Z F Lj71 W D N 0 0) N W N `-4 a Li F: _J U) _J ti> 4_4 W Z 0 _J 0 1 N 0 p,,LTlf U JUST HIMP clo*.45183 0l� s'slo L V:�Imdl e000 N, 4% i10 Z Qt IN U LL Z Z Z D 0 0 JIII W > W (r IQ < Ir 1UJ LU J Z LL Date 01/12/18 Scale 1 40' Sheet No. C2 OF 14 File No. 16,025 78-73A4 SUNTRUST BANK ATTN: CORPORATE REAL ESTATE D.B. 1485 PG 406 ZONING: PLANNED DEVELOPMEN MIXED COMMERCIAL A = 23°03', R = 500.00' T = 102.00' L = 201.25' 78-73131 + ""` HANSEN ROAD PROFESSIONAL EX. a TREE CENTER LLC ET AL. REMAI D.B. 3302 PG 527 ZONING: PLANNED DEVELOPMENT TOP- 52' MIXED COMMERCIAL OUT: 5i TOBEF EX. 8" TREE TO REMAIN EX. 10" TREE TO REMAIN / 78-3A6+ VIRGINIA SCHOOL BOARDS EX, 14" ASSOCIATION ET AL. TREE TO D.B. 1485 PG 406 REMAIN ZONING: PLANNED DEVELOPMENT------_ 512 MIXED COMMERCIAL 0 = 14°16' R = 300 s -0f T = 37.7' ---_ 74.74; EX, 12'1 TREE TO 504 Ff ,. 78-73A7 DJCM INVESTMENTS LLC D.B. 3045 PG 558 ING: PLANNED DEVELOPMENT MIXED COMMERCIAL IMITS OF FIELD SURVEYED TOPOGRAPHY 78-73AA ALBEMARLE LAND LLC 10.97 ACRES D.B. 4416 PG 460 ,•'; - f - j- �'" ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL ONI �`� �ALTH �F 1 U JUST MMP c. o. 45183 /' �Y-10lYAL �� / / / / / 7B -73A7 DJCM INVESTMENTS LLC OB. 3045 PC 558--.�±�--�_--�--_'-____ ' |N�PLANNED DEVELOPMENT ---' --' --� =~- ------- ~ ` � � | / ---- - ----- -�--- MIXED COMMERCIAL CDMMERC|AL �nO --~~-`�- 49� ~-~~- �~ -'------ ' i ---~- ----- � |M|TS OF FIELD SURVEYED TOPOGRAPHY �OLK|N ROAD TO BE WIDENED -�-�-� --�---------- -�---� - � / EDB/�DL�TlD�ALSPACE -� ----- 7 - -�---'--�� - -! ---�� - - ---� � � ---- - � ---� � -----' - - --�- - - ---- - -- ------ -- - -------- - — - ------- - - --�� - - ---�� - - ---- - - ---- - - ---- - - ---- - - �--- - � ---� - - �--- - - --�--- - - ---� - - ---- � --�--� - - � --�� - - ---- - - -�-- - - ---- � � ---- � - -'-��- - � 40 0 40 80 120 TOP: 548.66 ' y / JUST HIMP C. .45183 ` EASEMENT DB 2106 PG 192 Scale Sheet No. 30 0 30 60 90 C6 OF 14 File No. SCALE: 1 30' 16.025 00 0 LO Z :'zR rN0�, ��N Qf N W W Z Nl Z A W a - z 0 LLQ V) Z N r �� 0 W < > V) > z Y) w - -- -- - -- ------------- - ----- Lj 0 N 0 a. "co . ........... EI LLI KIN ROAD re F A,/f -"IN'I ........ V SPEED LIMIT 25 MPH . .......... X; ::x; nil -XXXii. 'X :X] XXMI Am: 1W . ..... - — ------------ WITS QF FIELD SURVEYED TOPOGRAPHY M \, I,D D t Y �� II� I � \ 1 ,, ,ems ,' ! I� ``{ ,I � ,�` r `� F J TREE PROTECTION FENCING A- - - ------- - - — --- — ------ V \/-RF;TAINING WALL MAX. /}N\ MANAGED SLOPES HEIGHT 6' AREA I p 7Zf. 00 0 LO Z :'zR rN0�, ��N Qf N W W Z Nl Z A W a - z 0 LLQ V) Z N r �� 0 W < > V) > z Y) w - -- -- - -- ------------- - ----- Lj 0 N 0 J z LL Date 01 /12 /18 Scale 1 "=30' Sheet No. 30 0 30 60 90 C7 OF14 I m m m m m m m ! m File No. SCALE: 1 " = 30' 16.025 a. . ........... EI LLI KIN ROAD re F A,/f -"IN'I ........ V SPEED LIMIT 25 MPH . .......... X; ::x; nil -XXXii. 'X :X] XXMI Am: 1W . ..... - — ------------ M --------- - A- - - ------- - - — --- — ------ J z LL Date 01 /12 /18 Scale 1 "=30' Sheet No. 30 0 30 60 90 C7 OF14 I m m m m m m m ! m File No. SCALE: 1 " = 30' 16.025 PROPOSED LANDSCAPE SCHEDULE Total Plant i Quantit Height( Canopy Total 54 � Planting Type "-- A, Common Name Cal./teigh y ft) in SF Canopy Reference ° f; � Z 61 ; 0 Large Deciduous Tree Quercus alba j LP 4. 18 22 243 4374 } f f � / Large Deciduous Tree Quercus bicolor C0 0 1�,j 2.5" 19 20 299 5681 Large Deciduous Tree Fagus grandifolia American Beech 2.5" 12 20 227 ell TRE PROTECTION PROTECTION FENCING G7 Large Deciduous Tree ` Autumn Blaze Maple 2.5" 18 20 TI 7146 PROPOSED LANDSCAPE SCHEDULE Total Plant Min. Quantit Height( Canopy Total Plan Symbol Planting Type Botanical Name Common Name Cal./teigh y ft) in SF Canopy Reference 10 Yrs 0 Large Deciduous Tree Quercus alba White Oak 2.5" 18 22 243 4374 Large Deciduous Tree Quercus bicolor Swamp White Oak 2.5" 19 20 299 5681 G Large Deciduous Tree Fagus grandifolia American Beech 2.5" 12 20 227 2724 Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 2.5" 18 20 397 7146 o r j Small Flowering Tree Magnolia virginiana Sweet Bay Magnolia 6' 48 10 113 5424 Broadleof Evergreen Magnolia grandiflora 'Little Little Gem 6' 15 17 82 1230 .t �r Gem' Magnolia Deciduous Screening Forsythia x intermedia Spring Forsythia 24" Ht. 21 3 16 336 Shrub Glory Low Maintenance Ground Southeast Native 201b Cover 1 Grass Seed Mix ' Low Maintenance Ground Southeast 111b ` Cover 2 Wildflower Seed Mix 2-4' Mulch Tree Ring Premium Double 0 _J Shredded Mulch TOTAL SF: 26915 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 267,535 SF x 10% = 26,754 SF CANOPY REQUIRED: 26,754 SF CANOPY PROVIDED: 26,915 SF CANOPY PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 50' O.C. PARALLEL TO ROAD HANSEN RD — 396 LF/40 = 10 ROLKIN RD — 1,350 LF/40 = 34 REQUIRED 44 LARGE SHADE TREES PROVIDED 45 LARGE SHADE TREES 11 ALONG HANSEN RD & 34 ALONG ROLKIN RD. NOTE: TREES OCCASIONALLY NOT 40' O.C. DUE TO SITE RESTRAINTS SUCH AS 'SITE DISTANCE TRIANGLE' AND EASEMENTS. TWO PRESERVED TREES ALONG ROLKIN COUNTED TOWARD STREET TREE CALCULATION. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 46,281 SF X .05 = 2,314.05 SF REQUIRED 2,314.05 SF OF LANDSCAPED AREA PROVIDED: 9,106 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 161 PARKING SPACES (161 / 10 = 16.1) REQUIRED 17 LARGE SHADE TREES PROVIDED: 26 LARGE SHADE TREES SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING & AND RETAINING WALLS NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. II \ 60 90 �NLTH ©p C o. 45183 I 01 -7'1 Wj'VF- /Z PEDESTALS J r Pj 4 if 'k P Z 1 7 V A, If JP ---- ---- 41, Z Al LEPHOt4 b" DEST/AL, CTR Nx Ai R) TREE PROTECTION FENCING Z/ "Z k _Z x Z Z TREE� TREE P ROTEC TION�Z FENCIN,G 'Z V/ z A". X Z o "Y (0 7 Z XXXXXXXXXX Z TREE PROTECTION FENCING Z Z Pruning of lower linnbs may be required. Requires on—site verification., 30 0 30 60 90 E E E E E E ■ E n 0 SCALE: I = 30' SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, 'ARBO) 1-112" SO. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 211 OF MUL PLANTING AND W/ THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL Al', REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED L_ TREE PLANT NG DETAL Cg Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE SET 5HKUB PLUMB. TOP Of PLANTS AS SPECIFIED IN PLANT LIST ROOTBALL SHALL NOT BE MORE OR AS SHOWN. ADJUST SPACING AS THAN I" ABOVE FINISHED GRADE NECESSARY OK AS DIRECTED BY LANDSCAPE ARCHITECT. 4 11b, 64 4 REMOVE BURLAP FROM MULCH 2" DEEP 6 TOP 1/3 Of ROOTBALL IMMEDIATELY AFTEP, PLANTING AND WATER 3" TALL WATERING THOROUGHLY. Oo p o fl BERM PLANTING PIT. Lo IFIN15HED GRADE PREPARED 501L FOR SHRUBS 112 BALL r)(A MIN 501L 5UKfACE KOUGHENED TO BIND NEW 501L ('2SHRUB PLANTING DETAL- q9--) Not To Scale 1992, DRIP UNIE _\ SNOW FIENCE BOARD PENCE I :_NCE CORRECT TRUNK ARMORING 001 No TRIANGULAR BOARD FENCE Source: Va. DSWC TREE TREE PROTECTION FENCING (TP M County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plaits (Handboolt, pp Ill -284-111-297 for complete specifications) i. The fallowing dents shall beTihowEqn the alga: Trees tone saved; Limits ofdoaring (outside dripline cif trees to be saved), Location and type of protective fcneing; Gradc changes requiring tree wells at- walls; Proposed trenching or tunneling beyond the linihs of clearing, 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall be.giti until the tree marking has been inspected and approved by a County Inspector. 1 Pre -construction Conference, Tree Preservation and protmticai measures shall be reviewed with the contractor on site, 4. Enuitiment Operation and Stora e: LJ Heavy equipuient, vehicular traffic and storige of construction materials mcludmg soil shall not be. pennitted within the driplines sof trews to be saved. 5, Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: M Fires are not permitted within 100 feet of the dripline ofirecs to be saved, 7. TOXIC Materials: 5 -T..,, material,, shall not be stored within 100 feet of the dripline of trees to be saved, 8, Protective Fenchig: Trees to be retained within 40 feel of a proposed building or grading. activity shall be protected by fencing. Fencing shall be in place and shalt be, inspected and approved by a County Insp.;ctor prior to grading or construction, LJ When the ground level must be raised within the dripline of tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10, Tree Wnfls: When the ground levelmust be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a constwetion detail submitted for approval. ll. Trenchbrigd funneIiw _A 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible, Tunneling under a largo tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. Cleanups. M Protective fencim- shall be the last items removed during the final cleanup. 13. Lain 0 Damaged trees shall bt treated immediately by pruriin& fertilization car other methods recornmended by a tree specialist. NOTE: ITISTHE DEVELOPER'S RESPONSIBILITY TO CONFER WITH T11E CONTRA(..'TOR ON TREE CONSERVATION RE,QUIREMENTS. OWNER SIGNATURE (DATE) CONTRACTPURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 MNFRVATIC)N PI AN rHFCKM PH IL I P S N C-1 GARDCO X ........... .. .......... .......... .. yoo X X. Casw eT s Philips Gardco EcoForrn LED luminaire combines economy with perfor-nance. Capable of delivering up to 20,000 lumens or more in a compact, low profile housing, EcoForni offers a new level of custorner value. EcoFomi features an innovative retrofit arrin kit, sirriplifying site conversions to LED by eliminating the need to drift additional holes in most existing poles. Integral controt systems, inctuding motion response and wireless controls are available for further energy savings during off peak hours. gu-'Kie example: ECF -APD-MRO-1-4-75LA-NW-120-NP-LF Optical (prefix i controls mounting I System Wattage Color Temp Vottage Finish 1 Options jE .moi i ECF] - � - -- - - - ----------- - - ----- _j -- - - ------- - ECF 1 T 2 CW 120 BRP TL Too! Less entry and Ecot-orm ;Standard luminaire (leave blank) Standard Type 2 5�5t_A-32531 Coot White Bronze Paint 120V driver removal haidoiare i DIM 1 2 s 3 75LA-4853 5,700K 208 BLP TB' Tei ruinat Nock 0-10V Dimming i Tvpe 3 100LA-6453 70 " P' 208V Black Paint 2��180 IS" APD' Internal Shield (nominal) 2@90 4 700nnAl 240 WP 7 i Auto Profile Dimming ------- it z LF Line Fusing Type 4 NW 240V White Paint APD -MRO-' i 2213T, I Ty 70LA-3270 I I Neutral White i LFC1 Line Fusing for Canada i Auto Profile DimmIng and t 3 1 5 105LA-48701 4,000K 277 NP � %lotion Response Override 3C190 Type 135LA-64701 70CRI 27-/v i Natural Paint IPC'1Receptacle' ith Photocell 1 pole rnountod fricuonsciisor I (induces PCRS) 3@120 I0150inA (nominal) 347 0C I APD-MRF,PCB"''Photocell Button 311120 1 W-' 347V Optiona! Color r APD with N4otion Response - 05LA-321AI W l Override LuminaireLuminairesensor 44 160LA-481A Warm 'Alhite 480 T Specify optional PCR51 Photocc;Receptacle only r MRI? 4@90 215LA-641A 3.000 K 480V RAI with 2 6rming connections i (ex.00-ICP i PCF?71 Q' Photocell Receptacle only 70 CRI UNV oroc MoTion ResponseaL WS (nom:nai) 1)0 ')7/v RAL70-24) wilh 2 dinuring and 2 150 /, low lulninaire sensor Wall mount i Sc aLiXiiiafY Connections MR501 including surface 50hz/60hz i 'vlotion Response at .50% low conduit rear special color i RAM Reuotflt Arm Mount Pit HVU Dole mounted sensor I Specify, must f entry 347-A,80V i I PTF2' Pole Top Filler i pplycolor chip. 1 sa ttieiireloss controis (Relnot' MA 50hz/60hz Requires factory 1 for 231," - 3"Tenon Vast Arm Fitter quota I PTF3" Pole Top Fitter -38" p.2 detai i 0equires? / Tenon OD Nfo5tAun) LLC211 #2 tLns lot 8' i PTF41 Poie top Filter n mounting heights LLC3 1 #3 lens for 9 20' fat 31/,'-4" leno I mounting heights IRIPAI' Round P te Adapter LLC4'-' #4 lens for for Y- 3,9" 0.1), 21-40'mounting hpjghts BD bird Deterrent j i (field Inst ed only) - - -- - --------------------------- t Available in 120V-ZRV Itaties only 5 Corvact fa tory for tend tiuios on warm wl uta. 11 Works with 3-pnor-Tani NOMA phomcet/dirriming (UrI'V, 120,208, 240 & 277). G Noi conlgUmhle with Type 5 (5) Optics device and auxiliary conn ecnonS are nut connected 2 MR50 and APD- MR0 lurninairLs require one motion 7 Not cnnnpurabtewith 120-277V (t JNV) Voltage. ;for future use only). sensor per pole, ore ercd scioarately. Se,-, page 2 for Voltage must be ,pecmedl. 11 Not conh�,urabtevvith 3(c,)120 (3in;120) o,,120) MOLInLinE. A,-cessorie,_Availabie in 120V or 277V only 8 Not configurablevii0i 480V (4,301) Voltage 13, No adaptor iequ;fed for 4" round poles 3. LCI -MRI requires sensor when used with 9 Works with 3 -Tarn or 5 -pin NFIAA photocell,/ RF'As provided with Flock Paint standard- -terminal Landard - Fernninal Block (FB) Option Cururninedevice A. LLC2 '/L1_C3/U -C,1 Wireless Control= are not 10. If ordered with 111M. APL), MR! MR50, APD -MRI, -oun uto p vitl [ PC/PCB/FCR5/PCRZ Options. APD -",IRO, 'ble See ,,age 6-7 for moa info. receptacle. EcoPorm-ECF-LED 03/16 page1DF8 LIGHT HXTURE A NLTIf op r '0 0 JUST HIMP ,A 1*6.45183 A� -tOIVAL -7'1 Wj'VF- /Z PEDESTALS J r Pj 4 if 'k P Z 1 7 V A, If JP ---- ---- 41, Z Al LEPHOt4 b" DEST/AL, CTR Nx Ai R) TREE PROTECTION FENCING Z/ "Z k _Z x Z Z TREE� TREE P ROTEC TION�Z FENCIN,G 'Z V/ z A". X Z o "Y (0 7 Z XXXXXXXXXX Z TREE PROTECTION FENCING Z Z Pruning of lower linnbs may be required. Requires on—site verification., 30 0 30 60 90 E E E E E E ■ E n 0 SCALE: I = 30' SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, 'ARBO) 1-112" SO. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 211 OF MUL PLANTING AND W/ THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL Al', REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED L_ TREE PLANT NG DETAL Cg Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE SET 5HKUB PLUMB. TOP Of PLANTS AS SPECIFIED IN PLANT LIST ROOTBALL SHALL NOT BE MORE OR AS SHOWN. ADJUST SPACING AS THAN I" ABOVE FINISHED GRADE NECESSARY OK AS DIRECTED BY LANDSCAPE ARCHITECT. 4 11b, 64 4 REMOVE BURLAP FROM MULCH 2" DEEP 6 TOP 1/3 Of ROOTBALL IMMEDIATELY AFTEP, PLANTING AND WATER 3" TALL WATERING THOROUGHLY. Oo p o fl BERM PLANTING PIT. Lo IFIN15HED GRADE PREPARED 501L FOR SHRUBS 112 BALL r)(A MIN 501L 5UKfACE KOUGHENED TO BIND NEW 501L ('2SHRUB PLANTING DETAL- q9--) Not To Scale 1992, DRIP UNIE _\ SNOW FIENCE BOARD PENCE I :_NCE CORRECT TRUNK ARMORING 001 No TRIANGULAR BOARD FENCE Source: Va. DSWC TREE TREE PROTECTION FENCING (TP M County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plaits (Handboolt, pp Ill -284-111-297 for complete specifications) i. The fallowing dents shall beTihowEqn the alga: Trees tone saved; Limits ofdoaring (outside dripline cif trees to be saved), Location and type of protective fcneing; Gradc changes requiring tree wells at- walls; Proposed trenching or tunneling beyond the linihs of clearing, 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall be.giti until the tree marking has been inspected and approved by a County Inspector. 1 Pre -construction Conference, Tree Preservation and protmticai measures shall be reviewed with the contractor on site, 4. Enuitiment Operation and Stora e: LJ Heavy equipuient, vehicular traffic and storige of construction materials mcludmg soil shall not be. pennitted within the driplines sof trews to be saved. 5, Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: M Fires are not permitted within 100 feet of the dripline ofirecs to be saved, 7. TOXIC Materials: 5 -T..,, material,, shall not be stored within 100 feet of the dripline of trees to be saved, 8, Protective Fenchig: Trees to be retained within 40 feel of a proposed building or grading. activity shall be protected by fencing. Fencing shall be in place and shalt be, inspected and approved by a County Insp.;ctor prior to grading or construction, LJ When the ground level must be raised within the dripline of tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10, Tree Wnfls: When the ground levelmust be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a constwetion detail submitted for approval. ll. Trenchbrigd funneIiw _A 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible, Tunneling under a largo tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. Cleanups. M Protective fencim- shall be the last items removed during the final cleanup. 13. Lain 0 Damaged trees shall bt treated immediately by pruriin& fertilization car other methods recornmended by a tree specialist. NOTE: ITISTHE DEVELOPER'S RESPONSIBILITY TO CONFER WITH T11E CONTRA(..'TOR ON TREE CONSERVATION RE,QUIREMENTS. OWNER SIGNATURE (DATE) CONTRACTPURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 MNFRVATIC)N PI AN rHFCKM PH IL I P S N C-1 GARDCO X ........... .. .......... .......... .. yoo X X. Casw eT s Philips Gardco EcoForrn LED luminaire combines economy with perfor-nance. Capable of delivering up to 20,000 lumens or more in a compact, low profile housing, EcoForni offers a new level of custorner value. EcoFomi features an innovative retrofit arrin kit, sirriplifying site conversions to LED by eliminating the need to drift additional holes in most existing poles. Integral controt systems, inctuding motion response and wireless controls are available for further energy savings during off peak hours. gu-'Kie example: ECF -APD-MRO-1-4-75LA-NW-120-NP-LF Optical (prefix i controls mounting I System Wattage Color Temp Vottage Finish 1 Options jE .moi i ECF] - � - -- - - - ----------- - - ----- _j -- - - ------- - ECF 1 T 2 CW 120 BRP TL Too! Less entry and Ecot-orm ;Standard luminaire (leave blank) Standard Type 2 5�5t_A-32531 Coot White Bronze Paint 120V driver removal haidoiare i DIM 1 2 s 3 75LA-4853 5,700K 208 BLP TB' Tei ruinat Nock 0-10V Dimming i Tvpe 3 100LA-6453 70 " P' 208V Black Paint 2��180 IS" APD' Internal Shield (nominal) 2@90 4 700nnAl 240 WP 7 i Auto Profile Dimming ------- it z LF Line Fusing Type 4 NW 240V White Paint APD -MRO-' i 2213T, I Ty 70LA-3270 I I Neutral White i LFC1 Line Fusing for Canada i Auto Profile DimmIng and t 3 1 5 105LA-48701 4,000K 277 NP � %lotion Response Override 3C190 Type 135LA-64701 70CRI 27-/v i Natural Paint IPC'1Receptacle' ith Photocell 1 pole rnountod fricuonsciisor I (induces PCRS) 3@120 I0150inA (nominal) 347 0C I APD-MRF,PCB"''Photocell Button 311120 1 W-' 347V Optiona! Color r APD with N4otion Response - 05LA-321AI W l Override LuminaireLuminairesensor 44 160LA-481A Warm 'Alhite 480 T Specify optional PCR51 Photocc;Receptacle only r MRI? 4@90 215LA-641A 3.000 K 480V RAI with 2 6rming connections i (ex.00-ICP i PCF?71 Q' Photocell Receptacle only 70 CRI UNV oroc MoTion ResponseaL WS (nom:nai) 1)0 ')7/v RAL70-24) wilh 2 dinuring and 2 150 /, low lulninaire sensor Wall mount i Sc aLiXiiiafY Connections MR501 including surface 50hz/60hz i 'vlotion Response at .50% low conduit rear special color i RAM Reuotflt Arm Mount Pit HVU Dole mounted sensor I Specify, must f entry 347-A,80V i I PTF2' Pole Top Filler i pplycolor chip. 1 sa ttieiireloss controis (Relnot' MA 50hz/60hz Requires factory 1 for 231," - 3"Tenon Vast Arm Fitter quota I PTF3" Pole Top Fitter -38" p.2 detai i 0equires? / Tenon OD Nfo5tAun) LLC211 #2 tLns lot 8' i PTF41 Poie top Filter n mounting heights LLC3 1 #3 lens for 9 20' fat 31/,'-4" leno I mounting heights IRIPAI' Round P te Adapter LLC4'-' #4 lens for for Y- 3,9" 0.1), 21-40'mounting hpjghts BD bird Deterrent j i (field Inst ed only) - - -- - --------------------------- t Available in 120V-ZRV Itaties only 5 Corvact fa tory for tend tiuios on warm wl uta. 11 Works with 3-pnor-Tani NOMA phomcet/dirriming (UrI'V, 120,208, 240 & 277). G Noi conlgUmhle with Type 5 (5) Optics device and auxiliary conn ecnonS are nut connected 2 MR50 and APD- MR0 lurninairLs require one motion 7 Not cnnnpurabtewith 120-277V (t JNV) Voltage. ;for future use only). sensor per pole, ore ercd scioarately. Se,-, page 2 for Voltage must be ,pecmedl. 11 Not conh�,urabtevvith 3(c,)120 (3in;120) o,,120) MOLInLinE. A,-cessorie,_Availabie in 120V or 277V only 8 Not configurablevii0i 480V (4,301) Voltage 13, No adaptor iequ;fed for 4" round poles 3. LCI -MRI requires sensor when used with 9 Works with 3 -Tarn or 5 -pin NFIAA photocell,/ RF'As provided with Flock Paint standard- -terminal Landard - Fernninal Block (FB) Option Cururninedevice A. LLC2 '/L1_C3/U -C,1 Wireless Control= are not 10. If ordered with 111M. APL), MR! MR50, APD -MRI, -oun uto p vitl [ PC/PCB/FCR5/PCRZ Options. APD -",IRO, 'ble See ,,age 6-7 for moa info. receptacle. 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I '�'Q. *00 \ , , -, - ' . ,,, _� , , \ 1�1�� Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Wattage � er Number Lamps 10 PHILIPS SFC -5R- SLENDERFORM CANOPY, LED 3 SFC -5R -48L 132.9 GARDCO 48L-900- NW -G2 48 LED'S, 4000K -900-NW-C2 .1ES A 1:1 � . I . . I I I I - NLTH - I � OP "� 11 � 2 ' 4 �' I '� 11 11 , _� 0 '. _� ' I 0 ��' - r "�\-O-' " 'I �f 4 1 *1 �ts� � A � '4 �� , , , , I I ' 111'--'� �-) JUST HIMP �> 11 f-; 116�.4 5 1 8 3 1q, �� i 6 ' �' ' 4�. .il ".O 11, "�� 0 ' / I I SS (� - -tONAL ojdf�' ' Z / � "/ +0 "I I I I , 1�7 i � � �� ,,, i / 1� ,� , '! """��- _____ �" �'� "I I e�;" _. � 11 � � ' 'P, - � + I, , 11 �� I - _ '_'_ "", I'4 � I � �" 1� + + " �:� � I, " 4 � "' - ' _ �'� \ � , , �' 1 ` , 1:1 V " I 11 I � i + 41, '�'_" 11 `:r:7� �110 . ' ' +1.0 +1.2 +1.5 .1 0. � "0.0 +0,0 "�Ilo' �� I / " 0.0 0.0 *0.0 "� � �1 ' I '0.1 I - 6 :,b �8 +1.4 +0.8 'O.4 'O.3 "AO" NOTE: F �:�'� �'� I IV ; 11 il �' I . I I � '; I I, il "'_�""'__ ' 4"I "I'--' / I , � / , - I " � "" I `�' 111 , , / � :� I I � , 0 1- - -- ____ " 't? � i - ,,, ��'I' 5 I-, 11 .1 , -'�;' : �� i �f. "�_� --,',,., ,,, �' _'_ , ` ., I 1, All pole mount fixtures shall be mounted at a total height of 15' from the finished grade which includes the pole base, unless noted. rl � ' -, ';' + " K., �,I"��_` '�' �� + + + + � I , I '10 7 ' - " "'-�' I/ 0.0 0.0 0.0 0.0 I ii i 7 1 ;4$111'� " �' '� + 0.8 + 0.9 + 1.1 +1.0-11:��_0 .2 +0.1 ,"`Zd.i� +0.1 I ' I ,' 2. 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 " I " I � +0. I " - .7 + '. +0.3 "O" /11 "' ' �� i I i�_ ,,, '�4�' 11 '�'��._ 1, I I'll, '/. / I � � . If, "'�. .... ... � 1"':I1' �e _,�I"' "I, I I I��' .". � ' I I ? - I,,!' , - ` �! , '�' - I" I ", 11 I I et" 7"'��,""� _" I . I 1 �P - , "')� ... pl;, __ .... _ � ,I � i - , ' �" , , ' - � I I � I i"_i - __ ,,, '�"�� ;�"��' ' ., I" .+ 11�' to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and / ; ;'k ,,,, " , , "." " " " " " . '�� /' . " 4� . 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WALL Ecol 550 I-- _ ....-. err. _:� 0-) r- Q i '. a' .._ CLI 550 c)LnL C) a 520 /Pr posed 530 o� z; 520 545 540 _ ._x ._ ._ _ ____w_.___ _.,.n:. _ . , w------ ----------- 540 12059 ' 515 �.._._m.___..__��._._ _. _,_..�� _ .._.. 520 i.__ ________. s _. 515 i _ tj Zo +50 10+00_.._.__._..._...._.____ I �C5-F5 STORMPIPE PROFILE 8 11`5-X2 STORMPIPE PROFILE C12 VERT 1 "=10' 510 I........_.. _ ,. rs.,.o-,_..._.._.� M ._ ... _.. 510 jI'......d-.. � w� ..... 505._---... _ ___.._... fl_._ 00 .._....._ 505 f...j w� / z , i 500 .._...__ __._: �`'� '.._. _ 500 I � �o @ 495- ____: ___... _ 22'. . iku # 495 490 490 I _ 8:66 LF E 485 EX_ ._IN.1l 1N ..984..53 e ,... 5 ° RCF_..... _._' 485 3X. INV. OUT 484,'4; 3 INV IN f 507 0 _ 9+50 10+00 10+50 7 E1 -E3 STORMPIPE PROFILE C12 VERT 1 " 10'9 HORZ 1"=40' 535 530 525 520 515 510 505 500 495 490 485 NOTE: CONCRETE INLET SHAPING (IS -1) SHALL BE PROVIDED IN DRAINAGE STRUCTURE W/ 4' OR GREATER DROP 550 - Impervious .m._. i i` 545 I__.. ___._._...-_ 3 _ __.. _ . - __--__-__ 1 _......_.._ . . 540-__ _ __� __.-.:.. _� CD i :._____ _. _._---- Existing Gro.de ! 535 B3 C6 550 I-- _ ....-. err. _:� 0-) r- Q i '. a' .._ CLI 550 C5 C4 I a W °o> /Pr posed 530 _ _ z 525 545 540 _ ._x ._ ._ _ ____w_.___ _.,.n:. _ . , w------ ----------- 540 12059 0.82 3 E3 -E2 EX 15" k 520 i.__ ________. __ ___ __w_...______ _ �"E . R I _ IMM, OU - +50 10+00_.._.__._..._...._.____ 10+50 �C5-F5 STORMPIPE PROFILE E2 VERT 1"=10' n , HORZ 1"=40' _....._. 550 E 1 545 zi _ 540 I 535 I 530 525 rI 520 1 I +0W Area Name Area (sq ft) Impervious 555 A Pipe Section A2 A3 555 I o o n �� 1 1<� B3 C6 550 I-- N o err. _:� 0-) r- Q i '. a' .._ CLI 550 C5 C4 CD rn cv - x Ln Ln cn O - 0.28 0.18 545 ;._____._____ I 4 C1 j o __ I i ____._--___ i 545 540 _ ._x ._ ._ _ ____w_.___ _.,.n:. _ . , w------ ----------- 540 12059 0.82 3 E3 -E2 535cc, 31395 ..... . _._.:_....::� 535 0.72 I 22038 14138 530 :.__._.___.._ ua .:.:___ _._.}: _.__.: _ :: 530 �...._ .._ ..: ------ 525 10+00 10+50 525 8 11`5-X2 STORMPIPE PROFILE C12 VERT 1 "=10' HORZ 1"=40' _....._. 550 E 1 545 zi _ 540 I 535 I 530 525 rI 520 1 I +0W Area Name Area (sq ft) Impervious C A Pipe Section A2 A3 18012 11895 13973 7784 0.77 0.69 0.41 0.27 A2 -A1 A3 -A2 B3 C6 5156 6054 4019 5200 0.77 0.82 0.12 0.14 133-132 C6 -G5 C5 C4 12078 8041 10101 7223 0.80 0.84 0.28 0.18 C5 -C4 C4 -C3 C3 D2 3514 6362 2502 6362 0.73 0.90 0.08 0.15 C3 -C2 D2 -Dl E3 14022 12059 0.82 0.32 E3 -E2 Al 31395 13224 0.55 0.72 C1 El 22038 14138 8863 4373 0.54 0.49 0.51 0.32 F NLTI O� � U JUST I-IIMP c 6.45183 �S7ONAL X1 S 545 545 1 J i ! i 540 J,Y.r .» J F 540 I Exlsting' Gramme I I C) I J 1 + N 00 Z 535, z -n n i ' ._.— __ _. _ _ .� _._._.._.. _._...._ ...._ 535 � I a w z bposed Grade z F- z 530w�.®_a-___ __ _. _.»»_ _. _____J�____ _ _.__.__.._ _-_._.j. __»_ ___. __._.--.._ 530 $� E 525 ______. .._..._w. »�_,.___ ._ u.H...r._ K_ x _ e_.. _a_..�. ___� _ ___._______ ._ ..aw__ _m �. __ »_. » .�.rr »»� 525 j NEW 15 HDPE J INV. 525.7l' __ ___ _ _ » m_r_ _ _.m,c�TA 14+ 5 4: - - - __.__. 520 520 ;_.._..a....»»,.... �,.., ... g EX. 8 DIP I 3.30 LF 4 1�0 4 I STUB OUT 515IN�J—+N♦-1"4.4'_✓ _ �__ __._R �--�____ »__.__._.�__.. _�EO:.:.11ZI�E�_ 515 OUT 516.4' BU LDING ! EX. 8" PVC I INS. 519.2' I 510 - -_" »�_.w_._..__ �.w..� J.5 ��___...__..__m.." _ _ _.. _._ __.,____ ___.__.. _.___._ _.._.I 510 � . I.N.. I � i I I i 505 505 I7 1 ! { I S 50 �-__..__m.®..».».»._»..»».»�.��.k�_-'______�._�_.s«H��.«_�_._,...._.,�__r.._,..__k..m._�..�»w._.___........»�..._..».».__»..»..».wt��.-x«__»»».�.»..�.��z„=.1 5500 9+50 10+00 10+50 11+00 11+50 12+00 550 545 540 535 530 525 520 515 51 �+50 AA 111 vlj 00 1 550 545 540 535 530 525 520 515 10+00 10+50 11+00 11+50 11 EXISTING WATERLINERELOCATION PROFILE -------- C13)VERT 1"=10 - ----- HORZ 1"=40' 540 540 1 [ I 1 535.._.----- _�_.. _-_�_ 535 i Proposed Grade - 530 ; J 530 i C CD w + 525 �.o.---r._ 525 CL 1 i I x(D H z Existing Grade -\ 520 _...... _ __ _____... _ ___.-. _.._ _..__ ___ 520 — , --t __._______.__._._ 513-0 515 I.______ .I., I__ _-- , 1515 1 5- o I 510 ;;_._____.! 510 \N�• � _ i EX. 24 HDP --- I N V DPINV 506.83' ; 9+50 10+00 10+50 11+00 10 SX2-BUIMING SANITARY LATERAL PROFILE --------- --- ayVERT 1 "M 10'' HORZ l"=40 550 545 540 535 530 525 520 519+50 10+00 10+50 12 NEW WATERLINE PROFILE C13 VERT 1 "- 10'� HORZ 1"=40' 11+00 11+50 550 545 540 535 530 525 520 m oz �1 0 (SEE FIG. S-1—D,E) STIREET SURFACE OR METER SIZE DIMENSION DIMENSION DIMENSIOIJ NON—PAVED AREA A B C 1'-0" MAX 2'-0" 1 1/2" 3'1' 5'0" 1 3'8' RUBBER COATED STEEL 3.'-0" MIN 2' 311' 5'0' 3'8' CONCRETE SECTIONS 12" MIN 3' S' MIN. 10' MIN. "0" RING SEALS a 16" MAX 4' 5' MIN, 12' MIN, 1 61 DIFFERENCE ACROSS M. H. 5 7 4'-0" 5' GREATER PROPOSALS WILL HE SUBMITTED. THAN 4' FROM INLET TO OUTLET co I zm IOW +_._ Y _ f DEPTH OF FLOW FILLETS co, DOOR HINGES 3/4 DIAMETER OF i N J �I LLJ J HOLE FOR TOUCH READ i CD UNITS. ¢� c~nz I � I TOP VIEW � NOTE W/ NO. 68 STONE I I I SPECIFICALLY DETERMINED BY THE CONSULTANT F(OR THE SOIL CONDITIONS. I 3" DIAMETER FLAT 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE Iz BEARING SURFACE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED UNDERNEATH JI. 6 Q __Lf. LIFT HANDLE SHOWING BRANCH TIE-IN i N.T.S — ALUMINUM ACCESS TD -25 HATCH / 158.03 LF VIEW 6' L I _.. _..__._.. _. WATER EW- i - E-- TB -14 LeE a_ c JI i THE TE 'VALVE L LL E 1 H . It1:E EHI THE i`IT:H J IT 1 T ALL"WED I THE AT:H c i I I ! I EE.' T E I`; z"ET E THE ;EE Ht LE '_HALL �F # ] 10+00 10+50 12 NEW WATERLINE PROFILE C13 VERT 1 "- 10'� HORZ 1"=40' 11+00 11+50 550 545 540 535 530 525 520 m oz �1 0 ACSA GENERAL WATER & SEWER CONDITIONS �_ JOFcK SF-IAI.L EE SUR,.IECT TO INSPECTION ETY ALEI��IA.R.L,IL CC`UNTY` SERVICE AUTHORITY fACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTfF-YII'NG THE PROPER ACSA OFFICIALS AT THE START OF THE WO K_ _ THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THE, CONTRACTOR SHALL; ON HIS OWN IN'JTIATI,VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3_ ALL MATERIALS AdND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SE ER CONSTRUCTION € UCTION SPECIFICATIONS, ,A.S ADOPTED 13Y THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIO- NAL GEODETIC SURVEY- 5- THE CONTRACTOR SHALL RE RESPONSIBLE FOR NOTIFYING M185 UTILITY (1-800-552-7001). 6. ALL "CATER AND SEVER PIKES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND AWA T ER LINES, ETC. T ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ;ROADSIDE DITCHES. 1 VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. . TREES ARE NOT PERMITTED IN THE ACSA EASEMENT_ TIT. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE E ,JAtNUARY , 201 (SE10TE BILL 3874 WHICH AMENDS THE. SAFE DRINKING t}MALTED ACT). (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS l� p (RECESSED FLUSH) 1" J^� [25mm] �D% �1 ` nCLOSED PIC PICKHOLES 1 1/2" [38mm] 0 m ` Yw (2) CORED T PICKBARS ayya�i 1 1/8" (29mm) DIA BOSS r 27 1/2" DIA 1 1/2" [599mm] [38mm] m 26 1/4" DIA [178mm] [667mm] 26" DIA 1 1/2- 90 /2' Kms" [660mm] [38mm] NEO (ENE DIA 24" DIA NEOPRENE GASKET [79mm] O [606mm] G28 7/16" DIA 5/8" m [722mm] �I [16mm] 23 DIA [584mm] 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION FRAME & COVER (SEE FIG. S-1—D,E) STIREET SURFACE OR METER SIZE DIMENSION DIMENSION DIMENSIOIJ NON—PAVED AREA A B C 1'-0" MAX 2'-0" 1 1/2" 3'1' 5'0" 1 3'8' RUBBER COATED STEEL 3.'-0" MIN 2' 311' 5'0' 3'8' CONCRETE SECTIONS 12" MIN 3' S' MIN. 10' MIN. "0" RING SEALS a 16" MAX 4' 5' MIN, 12' MIN, 1 61 DIFFERENCE ACROSS M. H. 5 7 4'-0" 5' GREATER PROPOSALS WILL HE SUBMITTED. THAN 4' FROM INLET TO OUTLET A SIDE VIEW CONCRETE VARIES B DEPTH OF FLOW FILLETS DOOR HINGES 3/4 DIAMETER OF CONTRIBUTING -- 1.75' DIAMETER DRILLED A FILLETED INVERT FOR A SMOOTH .e HOLE FOR TOUCH READ TRANSITION OF FLOW BETWEEN UNITS. PROVIDED. MIN. 6- BEDDING I � I TOP VIEW � NOTE W/ NO. 68 STONE I I I SPECIFICALLY DETERMINED BY THE CONSULTANT F(OR THE SOIL CONDITIONS. I 3" DIAMETER FLAT 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE Iz BEARING SURFACE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED UNDERNEATH INSIDE AND OUT. LIFT HANDLE SHOWING BRANCH TIE-IN 24' X 36' L N.T.S — ALUMINUM ACCESS TD -25 HATCH TYPICAL METER VAULT N.T.S. FIG. W -7A TB -14 ACSA GENERAL WATER & SEWER CONDITIONS �_ JOFcK SF-IAI.L EE SUR,.IECT TO INSPECTION ETY ALEI��IA.R.L,IL CC`UNTY` SERVICE AUTHORITY fACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTfF-YII'NG THE PROPER ACSA OFFICIALS AT THE START OF THE WO K_ _ THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THE, CONTRACTOR SHALL; ON HIS OWN IN'JTIATI,VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3_ ALL MATERIALS AdND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SE ER CONSTRUCTION € UCTION SPECIFICATIONS, ,A.S ADOPTED 13Y THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIO- NAL GEODETIC SURVEY- 5- THE CONTRACTOR SHALL RE RESPONSIBLE FOR NOTIFYING M185 UTILITY (1-800-552-7001). 6. ALL "CATER AND SEVER PIKES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND AWA T ER LINES, ETC. T ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ;ROADSIDE DITCHES. 1 VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. . TREES ARE NOT PERMITTED IN THE ACSA EASEMENT_ TIT. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE E ,JAtNUARY , 201 (SE10TE BILL 3874 WHICH AMENDS THE. SAFE DRINKING t}MALTED ACT). (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS l� p (RECESSED FLUSH) 1" J^� [25mm] �D% �1 ` nCLOSED PIC PICKHOLES 1 1/2" [38mm] 0 m ` Yw (2) CORED T PICKBARS ayya�i 1 1/8" (29mm) DIA BOSS r 27 1/2" DIA 1 1/2" [599mm] [38mm] m 26 1/4" DIA [178mm] [667mm] 26" DIA 1 1/2- 90 /2' Kms" [660mm] [38mm] NEO (ENE DIA 24" DIA NEOPRENE GASKET [79mm] O [606mm] G28 7/16" DIA 5/8" m [722mm] �I [16mm] 23 DIA [584mm] 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION FRAME & COVER (SEE FIG. S-1—D,E) STIREET SURFACE OR E', -F, E 'ATH IL TTE_ NON—PAVED AREA SLOPED AREA 1'-0" MAX 2'-0" THE L nL T RUBBER COATED STEEL 3.'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN I!}. � T-1 . "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M. H. 5 7 4'-0" 5' +r` h FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES GATE aril, >. s_;E DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- SEWER. i ° a �g 12" A FILLETED INVERT FOR A SMOOTH .e s E A,qD T1it .T TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6- BEDDING STALE .;t' :'z=.:.. NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MININdUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT F(OR 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 A H# r; T IS LCCATE14 FILL L,: INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN E E7 A. MTI' ,-;L ..., T N.T.S FIG. S—I—A TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS E', -F, E 'ATH IL TTE_ INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE ; LLE TW�Er 0,T1 F,, TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED THE L nL T TO THE MANHOLE. rjZEE,';-IH F H�,!RIE5 BE CONNECTED USING A PIPE SADDLE. I!}. � T-1 . 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) LE E+ 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER +r` h DIAMETER OF 4". -7 4 OF 3 FEET. GATE aril, >. s_;E SIT i 'i f TE s E A,qD T1it .T °_�. STALE .;t' :'z=.:.. HE THE IL I F < -E `. HE. a A H# r; T IS LCCATE14 FILL L,: T ETE .TEEL PILE :HAU_ E E7 A. MTI' ,-;L ..., T r: TE EE H-; E tlTH EL "- VEEP EF -EE F ';t;11 ETE, r hl T I. A o 1 l# E F THE y II . TU THE FIE H 1 S T IINWL-IIANYHE :. j,. Fl HEI E ', HLLL L FE I F '. e; THE FE'E LeE a_ c THE TE 'VALVE L LL E 1 H . It1:E EHI THE i`IT:H IT 1 T ALL"WED I THE AT:H -, H E H1 --' T H U_ E i _�T LLEO ATEHE E 4E—EP H LE .E ? E THE E .ILI .1{y t TE. ELE TI'".'a. IF EE.' T E I`; z"ET E THE ;EE Ht LE '_HALL �F L _ �Ee ;_ 's THE H I t+ -.;T 'rH-.LL wE r�_ . E_ _;*y. T'r'y 1 . L FII°IE H r 4 T i4`_` E I'L T. Ti—= 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 2' MIN DIAMETER OF 4". -7 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. I MAIN LINE SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL IN 8" 8" 8" 8" MIN MIN, MIN. MIN. 0 ,., , 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" DEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 4' Mil INITIAL BACKFILL4 MI UNSTABLE a" a" a" a" SOIL _ MIN MIN MIN MIN. #68 STONE O GRANULAR FILL AS O APPROVED BY ACSA ST ABLE SOIL OR ROCK STABLE \SOIL OR ROC NOTE : 1. NO ROCKS SHALL BE ALLOWED, WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 r�F,LTH 1 4 J USTHllMP Jrljc. 0. 45183 �a k7lOXAL 540 535 530 525 530 525 520 515 510 505 01-3A• 3B, 3C C EXPANSION KEYED CG -6 CG -2 !-FOR DETAILS OF INLET JOINT 3'-10" FRAME & COVER JOINT-- BACK OF SIDEWALK Y �¢ CONST. BARS DAPPROACH JOINT GUTTER NOTES; �EXPAh"SION SEE STANDARD IC -Z. f`- ,RAR G .. if t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. BARS G _ q.. .. �:: a GLUTTER 2, CONCRETE TO BE CLASS A3 IF CAST W PLACE, 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG 540 i___�._:. FACE OF CURB) WILL BE PND FOR AS RADIAL CURB, 4000 PSI IF PRECAST., D F BARS C z" B.:f,.6:, d BAR C - SUBBASE Z I w _ ARS F BARS B - -_ HARDWARE CLOTH S„ OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN iy.. ,. 2-1111, BARS F� HO WEEP HOLE. INCREASE IN DEPTH. BE PAD FOR AS RADIAL. COMBINATION CURB & 4" 2" R 5 -CG -2 IS TO BE USED ON ROADWAYS ETING THE: REQUIREMENTS OF FOR O ECVDOT RO#DOdE�I SEE __. _ ? 535 GUTTER. ., 1 j w I i 3 '; 1r7_ 4'-lf 3 ti 4- FOR USE WITH STABILIZED OPEN -GRADED BAR F BAR A E NOTE55SE COMPACTED SUBGRADE - - II II BARS D FACE OF CURB a" 2'-B,. a SEE 530 I _.___ GUTTER CR K CONTROL JOINT CRACK CONTROL JOINT 8'-2,: 7,_0., CBR=10 � PLAN 525 SECTION A -A AA c 8' MIN. 10' MAX. ISA 6' IO' MPJ(, KEYED CONST. JOINT - L -VARIABLE - MAX, 20' '{ 8" 3'-0" 2'-10" 2" - WARPED 2^ J GUTTER i B CC -6 IS BASED ON ROADWAY CLASSIFICATION APPROA"H f .4 GUTTER 2" RADIUS y _ - • - T G S VERi� AND DESIGN SPEED AS SHOWN IN APPENDIX A TARS 2" R 7Yx*' I OF THE VDOT ROAD DESIGN MANUAL. t5" • . d - SURFACE MIN p I 520 �,. _.._..m _. , ___ Si='.EC CATSON REEs=tkN'(:t MAX. A d' BkRS G CONCRETE PIPE !CULVERTS -..'d BASE d I 510 , \I- I BARS F `BARS E L --B ! RE'€ '11CI �2 D^ SUBBASE 510 i 'k3" DIAMETER ACCEPTABLE ALTERNATIVE BARS E iQ0 IF CURB IS EXTRUDED WEEP HOLE FRONT ELEVATION BARS F-�/ BARS B ; -- �� (GUTTER REMOVED? :A 6 REf06�NCE .� 7.. STANDARD 6" CURB 5X1/4" BENT PLATE �I _ = a: N IL0 SECTION B -B VIRGINIA DEPARTMENT OF TRANSPORTATION REV_.9f06 TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. �L2f , ';4?/.'XI/a" p 207.Ot GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A TYPE B IleX 4" STUD SHEAR CONNECTOR WELDED — -"' "'"'- —• ` GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C. —. THE BOTTOM OF THE CURB AND CONNECTORS AND IS TO BE ANCHORED WITH ;1z" X 4" STUD SHEAR NOSE DETAILS GUTTER MAY BE CONSTRUCTED WELDED TO BENT PLATE AT 24C -C. L rt APPR. PAVEMENT 7 PARALLEL TO THE SLOPE OF DI -3A L DI -3B L DI -3C WARPED PAVEMENT SU38ASE COURSES PROVIDED A It FLOW FLOW FL_�_S_7iW T .___.__._____.__._._ ___.__.__ 1 1 1 DETAIL WHEN USED I IS MAINTAINED. FOR USE ON GRADES THIS AREA MAY BE CONCRETE ADJACENT TO CURB .-._ .. _ .,-_ . _..I.r_.___. ,.._- ___._.F._. -� _ .____..,. �_ 4 __..____ _ -_._ .. r..__. -_.- 500 AQP. USE IN SAGS WITHOUT GUTTER SPECIFICATION DQTH SIDES TO BE SYMMETRICAL 495 i-____ XVDQT STANDARD CURB DROP INLET C1" CURB SPECIFICATION REFERENCE GUTTER ROAD AND BRIDGE STANDARDS 12" - 30" PIPE; MAXIMUM DEPTH (H) - 8' VIRGINIA DEPARTMENT OF TRANSPORTATION e 233 302 SHEET I OF 2 REVISION DATE 0B110 104 n9 207.03 10+00 10+50 11+00 11+50 m 10+00 10+50 11+00 11+50 12+00 12+50 1 HANSEN ROAD SIGHT DISTANCE RIGHT C14 1 "=10' VERT. 1 "=40' HORZ. 540 535 530 525 530 525 520 515 510 505 m 495 A 00 -50 10+00 10+50 11+00 11 +50 3 ROLKIN ROAD SIGHT DISTANCE LEFT C14 1 "=10' VERT. 1"=30' HORZ. SM9.5A ASPHALT . —3" BM25 ASPHALT 00,0.......... 0.00 00 00,00»-C O°O°0°000°O°O°O0or0 O°O00°O°O°O°O°O00 IIIIII—III ILII j I- 6" VDOT #21A COMPACTED SUBGRADE, CBR 10, FIELD �ROLKIN ROAD SECTION DETAIL 0141 Not To Scale C CG -6 CG -2 ---------545 NOTES: NOTES; I t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. SOUTH I or P$'F .. ENVIEW I t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4" - VDOT #21A BASESTONE u 0°0000000°000°0° 4000 PSI F PRECAST. COMPACTED VDOT #21A 2, CONCRETE TO BE CLASS A3 IF CAST W PLACE, 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG 540 i___�._:. FACE OF CURB) WILL BE PND FOR AS RADIAL CURB, 4000 PSI IF PRECAST., D F 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 12' 4' 21-01 1-111 I 3, COMBINATION CURB & GUTTER HAVING A RADIUS L5' t -.3 0 LLJ WITH THE TOP OF A COURSE OF THE SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT S„ OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN iy.. ,. 2-1111, 535 _ ___-_,.___.___- INCREASE IN DEPTH. BE PAD FOR AS RADIAL. COMBINATION CURB & 4" 2" R 5 -CG -2 IS TO BE USED ON ROADWAYS ETING THE: REQUIREMENTS OF FOR O ECVDOT RO#DOdE�I _ s-._-___ __. _ ? 535 GUTTER. ., 1 j €'-I n V-0„ I i 3 '; 1r7_ 4'-lf 3 ti 4- FOR USE WITH STABILIZED OPEN -GRADED I E CD COMPACTED SUBGRADE DRAINAGE LAYER, THE BOTTOM OF THE CURB A ' .d ' . d , SURFACE SEE 530 I _.___ AND GUTTER 51* BE CONSTRUCTED PARALLEL NOTE 4- 8'-2,: 7,_0., CBR=10 � TO THE SLOPE (iF 51188A5E COURSES 525 TO BE FIELD VERIFIED AA c BASE AND TO THEDEPTHOF THE PAVEMENT. . .a 525 - ---- - -------- ------ ------------- C14 Not Ta Scale — 5. ALLOWABLE CRITERIA FOR THE USE OF a"dULG n- CC -6 IS BASED ON ROADWAY CLASSIFICATION SUBBASE 2" RADIUS y _ - • - T G S VERi� AND DESIGN SPEED AS SHOWN IN APPENDIX A I 2" R 7Yx*' I OF THE VDOT ROAD DESIGN MANUAL. t5" • . d - SURFACE MIN p I 520 �,. _.._..m _. , ___ Si='.EC CATSON REEs=tkN'(:t MAX. A d' FOR 12."-60" CONCRETE PIPE !CULVERTS -..'d BASE d I 510 , ! RE'€ '11CI �2 D^ SUBBASE 510 ACCEPTABLE ALTERNATIVE iQ0 IF CURB IS EXTRUDED ; E ;� 6 :A 6 REf06�NCE .� 7.. STANDARD 6" CURB P' n' a VIRGINIA DEPARTMENT OF TRANSPORTATION REV_.9f06 IN p 6 p p 207.Ot SIGHT — -"' "'"'- —• ` __.. — —. THE BOTTOM OF THE CURB AND C14 VERT. GUTTER MAY BE CONSTRUCTED 1"=40' HORZ. PARALLEL TO THE SLOPE OF 6" V -O" SU38ASE COURSES PROVIDED A _.. _-._..._......._.. _.__ ;.----- ------- T .___.__._____.__._._ ___.__.__ MINIMUM DEPTH OF 7" 510 505 I I IS MAINTAINED. 500 THIS AREA MAY BE CONCRETE _.__ .-._ .. _ .,-_ . _..I.r_.___. ,.._- ___._.F._. -� _ .____..,. �_ 4 __..____ _ -_._ .. r..__. -_.- 500 AT TI -E OPTION OF THE CONTRACTOR SPECIFICATION 495 i-____ REFERENCE COMBINATION C1" CURB & GUTTER 495 e REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 207.03 m 10+00 10+50 11+00 11+50 12+00 12+50 1 HANSEN ROAD SIGHT DISTANCE RIGHT C14 1 "=10' VERT. 1 "=40' HORZ. 540 535 530 525 530 525 520 515 510 505 m 495 A 00 -50 10+00 10+50 11+00 11 +50 3 ROLKIN ROAD SIGHT DISTANCE LEFT C14 1 "=10' VERT. 1"=30' HORZ. SM9.5A ASPHALT . —3" BM25 ASPHALT 00,0.......... 0.00 00 00,00»-C O°O°0°000°O°O°O0or0 O°O00°O°O°O°O°O00 IIIIII—III ILII j I- 6" VDOT #21A COMPACTED SUBGRADE, CBR 10, FIELD �ROLKIN ROAD SECTION DETAIL 0141 Not To Scale 545 _-- ------- C _ -_-_-_._ CG -2 ---------545 NOTES: I t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. SOUTH I or P$'F .. ENVIEW I 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4" - VDOT #21A BASESTONE u 0°0000000°000°0° 4000 PSI F PRECAST. COMPACTED VDOT #21A 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG 540 i___�._:. FACE OF CURB) WILL BE PND FOR AS RADIAL CURB, __��... _�_: � - D F 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 12' 4' 21-01 1-111 I (15" DEPTH) OR INCREASED AS MUCH AS 3'(21" DEPTH) IN ORDER THAT THE BOTTOW OF CURB{ILL COINCIDE AIIEMENT L5' t -.3 0 LLJ WITH THE TOP OF A COURSE OF THE SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT S„ IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN iy.. ,. 2-1111, 535 _ ___-_,.___.___- INCREASE IN DEPTH. ----- -_.w ___. 4" 2" R 5 -CG -2 IS TO BE USED ON ROADWAYS ETING THE: REQUIREMENTS OF FOR O ECVDOT RO#DOdE�I _ s-._-___ __. _ ? 535 MANUAL. ., 1 j €'-I n V-0„ I i 3 '; 1r7_ 4'-lf 3 ti • 6" I E CD COMPACTED SUBGRADE 42;. T._0" �. z,: A ' .d ' . d , SURFACE SEE 530 I _.___ 1'-2., I._F„ NOTE 4- 8'-2,: 7,_0., CBR=10 � . 525 TO BE FIELD VERIFIED AA c BASE 8 TYPICAL SIDEWALK . .a 525 - ---- - -------- ------ ------------- C14 Not Ta Scale — --- - -- - a"dULG n- B .'^'• SUBBASE 2" RADIUS y _ - • - T G S VERi� d- I 520 I 7Yx*' I � a - t5" • . d - SURFACE MIN i I 520 �,. _.._..m _. , ___ Si='.EC CATSON REEs=tkN'(:t MAX. A d' FOR 12."-60" CONCRETE PIPE !CULVERTS -..'d BASE d I 510 , ! RE'€ '11CI �2 D^ SUBBASE 510 ACCEPTABLE ALTERNATIVE iQ0 IF CURB IS EXTRUDED ; E 11+00 90 11+50 REf06�NCE I 1 STANDARD 6" CURB 10+00 10+50 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV_.9f06 12+50 207.Ot SIGHT DISTANCE LEFT 545 _-- ------- C _ -_-_-_._ 2" ---------545 IJ NORTH; I kIrMF7LR OF ; L 1 END VIEW SOUTH I or P$'F .. ENVIEW I °O°0°0°0°0°0°°°0 4" - VDOT #21A BASESTONE u 0°0000000°000°0° 6" COMPACTED VDOT #21A 0 0 0 0 0 0 0 540 i___�._:. ��::W.�._- __��... _�_: � - D F ��__� 12' 4' 21-01 1-111 I 1540 L5' t -.3 0 LLJ S„ 21" 9 7 it" 2' 1„ a N:, 'Y-6. iy.. ,. 2-1111, 535 _ ___-_,.___.___- _.-..- __ I ----- ----- -_.w ___. _ -.._. _.____.�-_._.---.._.__ _ _.-..._r __ __- _ s-._-___ __. _ ? 535 IIIIIIIIIII ., 1 j €'-I n V-0„ I i 3 '; 1r7_ 4'-lf 3 ti I I E CD COMPACTED SUBGRADE 42;. T._0" �. z,: III IIIIIIIII-�_ I 530 I _.___ 1'-2., I._F„ 8'-2,: 7,_0., CBR=10 � 530 s 525 TO BE FIELD VERIFIED _7 PAVED PARKING LOT DETAIL 8 TYPICAL SIDEWALK SECTION 525 - ---- - -------- ------ ------------- C14 Not Ta Scale — --- - -- - a"dULG n- B .'^'• NOTES y _ - • - T G S VERi� . •-k - i I 520 I I 1--- I � a - I i I 520 --------- 515515 _.._..m _. , ___ Si='.EC CATSON REEs=tkN'(:t FLARED END—SECTION FOR 12."-60" CONCRETE PIPE !CULVERTS I 510 , ! RE'€ '11CI �2 D^ 510 iQ0 ; E 11+00 90 11+50 12+00 I 1 13+& 9+50 10+00 10+50 12+50 HANSEN ROAD SIGHT DISTANCE LEFT C14 VERT. 1"=40' HORZ. 510 ;--__.-...w..___ _.. _-._..._......._.. _.__ ;.----- ------- T .___.__._____.__._._ ___.__.__ ___.s _ _..___.__._______-1 510 505 I I 505 500 _.__ .-._ .. _ .,-_ . _..I.r_.___. ,.._- ___._.F._. -� _ .____..,. �_ 4 __..____ _ -_._ .. r..__. -_.- 500 495 i-____ 1 ___ _ .. -__- __....................er.._._._....._.._._._. - 495 e i a 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0v 0 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR #4 BARS AT 12" O.C. 1000000000 0 00000 IIIIIIIIIII j I- 4" COMPACTED VDOT #21A COMPACTED SUBGRADE Y6 DUMPSTER PAD DETAIL C14 % Not To Scale 4 ROLKIN ROAD SIGHT DISTANCE RIGHT - - - — ----- ------------- -- — - C14 1"=10' VERT. 1"=30' HORZ. --- 1A L=L r l Aa F A '_( ❑ EIS_ CONDI-TIONS- El ::1 ,ONDI-TON:ElU El0E) titi I0 U Cl Ll fit r ~~hE� k U Ali 0IEl ,�: LEiR Q ..-_..-, _+ p^� y� �--} j TI_'�15 + OP, ItTh, Aa. l...S L! 0L_a El,B J Al El E El El 0 B E EI Q �,.�...^I II-.YPtit)Y,.. Wcl-,ri. I ! �'r COVER DO LHS, TOP PLAN. 22" DLR J.. SECTIONA—�+ AFAO: �NEr, 24"a" CIA 1 COVER ER B 22%" DSA QL I L l" LE TiLR.°JC" �-- Y�'i t�_-jI r,If GPTIONA --_."., -1 t E] 0 -,Ij1_ . 1 l d 1 33Uli1b, t-11 tU EJ L.r� my t;GV. R 105 _BS. 'sa � FRAME TOP a NiEiR CGVvr? AOR 3 VAY DE .USED 'W' 114 FRAME.APPROX, WEIGHT _ zz Du'•. LOVER ::FO Lii=, ¢ yyyyl�1 ppig� SECTION A -A 1_UErT 4 OF '_PECFF".dY'tiN. nF F T F STANDARD MANHOLE FRAME AND COVER 221 REV. 7:'02 302 ViROINIA CiFPAR1`MFN1 t..1F ?RMS'` 'ORiAIIUxNd i4vJ.0u END -SECTION 12" - btu" PIPE ESg ALTERNATE END -SECTION 12" 60" PIPE La -1— I tPI F[v a iJTI, ETr FF C FCTI€ k5 t�SPC:,C?* Etx.l,) u"1 a°l..ET ..MG 5T £; .:.CN y - x. ? m <.. _ X d l R.: J, — !J/ff/ ' ° 4 44 ° a`a a 4" - 3,000 PSI CONCRETE 2" SM9.5A ASPHALT PLAN _ 4/7-Z0 kIrMF7LR OF ; L 1 END VIEW 'r R gg d EEL 'AERIC >SEi4 ME", -ry PAY t NF _ SECTfON X -X I or P$'F .. ENVIEW I °O°0°0°0°0°0°°°0 4" - VDOT #21A BASESTONE u 0°0000000°000°0° 6" COMPACTED VDOT #21A 0 0 0 0 0 0 0 0 0 0 0 0 O O O Fin D1At1ETc A B C. D F 12" 4" 2'-0 u° 41-01 .1-,ir 12' 4' 21-01 1-111 61,11, 21 O" S" „ 2 ,.. , S,. :, 2. .+ L5' t -.3 0 5 1.. ., S„ 21" 9 7 it" 2' 1„ a N:, 'Y-6. iy.. ,. 2-1111, SECTION G -G 24„ '31 e J 21_6` 61till 111-011 24' ;O 2.1< ,{x" IIIIIIIIIII 30. E''G' ;=.:,5 1-•7; €'-I n V-0„ 1 ?}x" 1 41-10-/," 71-3 7-`V _B<;. 3 '; 1r7_ 4'-lf 3 ti 8`"' 1. 5'-r-, -3",_ :2 1 8 -i -t" G'0" ,ac" 1':-3' _.a,' 2•. ;C),i b`'`. Tr - -5._0. COMPACTED SUBGRADE 42;. T._0" �. z,: III IIIIIIIII-�_ 42"' ,,.�. 5,-3 'a..-11" 1'-2., I._F„ 8'-2,: 7,_0., CBR=10 COMPACTED SUBGRADE, CBR 10, FIELD VERIFY TO BE FIELD VERIFIED _7 PAVED PARKING LOT DETAIL 8 TYPICAL SIDEWALK SECTION ,C14 Not To Scale - ---- - -------- ------ ------------- C14 Not Ta Scale — --- - -- - 4 ROLKIN ROAD SIGHT DISTANCE RIGHT - - - — ----- ------------- -- — - C14 1"=10' VERT. 1"=30' HORZ. --- 1A L=L r l Aa F A '_( ❑ EIS_ CONDI-TIONS- El ::1 ,ONDI-TON:ElU El0E) titi I0 U Cl Ll fit r ~~hE� k U Ali 0IEl ,�: LEiR Q ..-_..-, _+ p^� y� �--} j TI_'�15 + OP, ItTh, Aa. l...S L! 0L_a El,B J Al El E El El 0 B E EI Q �,.�...^I II-.YPtit)Y,.. Wcl-,ri. I ! �'r COVER DO LHS, TOP PLAN. 22" DLR J.. SECTIONA—�+ AFAO: �NEr, 24"a" CIA 1 COVER ER B 22%" DSA QL I L l" LE TiLR.°JC" �-- Y�'i t�_-jI r,If GPTIONA --_."., -1 t E] 0 -,Ij1_ . 1 l d 1 33Uli1b, t-11 tU EJ L.r� my t;GV. R 105 _BS. 'sa � FRAME TOP a NiEiR CGVvr? AOR 3 VAY DE .USED 'W' 114 FRAME.APPROX, WEIGHT _ zz Du'•. LOVER ::FO Lii=, ¢ yyyyl�1 ppig� SECTION A -A 1_UErT 4 OF '_PECFF".dY'tiN. nF F T F STANDARD MANHOLE FRAME AND COVER 221 REV. 7:'02 302 ViROINIA CiFPAR1`MFN1 t..1F ?RMS'` 'ORiAIIUxNd i4vJ.0u END -SECTION 12" - btu" PIPE ESg ALTERNATE END -SECTION 12" 60" PIPE La -1— I tPI F[v a iJTI, ETr FF C FCTI€ k5 t�SPC:,C?* Etx.l,) u"1 a°l..ET ..MG 5T £; .:.CN y - x. ? m <.. _ X d l R.: J, — !J/ff/ ' C1 t'''R_zE 1NI ;Ml 400'0 raSz 4A7NAfUM ;t 5P`NIU5 END ON fN i LE D -S T'q�1S' , 1'-Sv3: E3#0 N INLET EivD G±14iS V y I x I 7- � � � 1 II _ ..-.�,...-, _._ _._.....___ _, __ ...._ ._.._____.__.. „!�-... E x - � 40SOhPsi TO Lit -:u^0 P_t P«91ps"/IIA( PLAN .' `� -A PLAN _ C 10 BFC.k TFF .s„ t]nj, A Y I N .. SECTION `� ' kIrMF7LR OF ; L 1 END VIEW 'r R gg d EEL 'AERIC >SEi4 ME", -ry PAY t NF _ SECTfON X -X I or P$'F .. ENVIEW I END SECTION DIMENSIONS ....BARS E END SECTION DIMENSIONS. PIPS:. DIAMETER A, 2 C C F Fin D1At1ETc A B C. D F 12" 4" 2'-0 u° 41-01 .1-,ir 12' 4' 21-01 1-111 61,11, 21 O" S" „ 2 ,.. , S,. :, 2. .+ L5' t -.3 0 5 1.. ., S„ 21" 9 7 it" 2' 1„ a N:, 'Y-6. iy.. ,. 2-1111, SECTION G -G 24„ '31 e J 21_6` 61till 111-011 24' ;O 2.1< ,{x" 4 G` 1-7 E, S' -D=' 30. E''G' ;=.:,5 1-•7; €'-I n V-0„ 1 ?}x" 1 41-10-/," 71-3 7-`V _B<;. 3 '; 1r7_ 4'-lf 3 ti 8`"' 1. 5'-r-, -3",_ :2 1 8 -i -t" G'0" ,ac" 1':-3' _.a,' 2•. ;C),i b`'`. Tr - -5._0. 42;. T._0" �. z,: 2_il,. 8_2., t<,_8,;: - 42"' ,,.�. 5,-3 'a..-11" 1'-2., I._F„ 8'-2,: 7,_0., 48' 2'-0- a 34., 2:_ $,:. 5'-5" P',c1_ dx'_� 7'-f;:'A-, uD" 2'-)P• D.,_C,�. 3,_3,. B 3.- 11-11. g0., {1.0+; S,_0:,. 3'_,3„ B,_3., 8:_1,1 PAY tf* a"dULG n- B .'^'• NOTES y _ - • - T G S VERi� . •-k - i PIPE C tRC'Tt'S $40,00N ON P;—INNP;-INNF ARE BASED ON END CTION. MSIGN S=`,Q`+N ON ICE LEf :. iiTME CGNIFRA MR C LCTa TG.. USE TLE ,AI tdA E DESIGN `SOWN GN RIGHT LENGTHS WILL 3E FFDf_CFD 3'l :HE DIFFIEK-1fCE IN DIMENSION 'B:': I / I SLOPE DETAIL Si='.EC CATSON REEs=tkN'(:t FLARED END—SECTION FOR 12."-60" CONCRETE PIPE !CULVERTS VIR 04A i'F,E'ARTMENT' 0- IRANSPOHIAPt N RE'€ '11CI �2 D^ CG.. 11 _T_'__. I I A''° -§ S.REET APPPOACR SAME SURFACING GENERAL NOTES A I C 5 F I S AIh 3 ! gTt NIT W_ G. K ^A, NEI a :HuYeIJ ON r NNS) � �:I .;.': +USED CDC,;iTIOWITH �Tfi.N-Dht" '3 (RADIUS TG a^ A5 OR C' -PIE CURB AFACE ON T TAN'J.ApD 'ST O aFIhIUtP,hP4) TED .O MlTCrFrE MOAN.t_E'Ci1€ J (S» O A U " 2 E 5--A ARD CG, 12 Fri, CURB RAMP DEaN TO -wE SIDEWALK. LISE-0 WITH THIS STANDARD, 51DEVa'4LIt Y' Ey i -\+ iSEENo"T- `,a , l,'TILIN AI. ,..`df'r•.'v.Er) .[>'f'r.•.:E i'� t- .3. hi'WNIiNL: fh tU .¢"'"IA E *i C('J41'tC.pLt3 (f- 111C u7 { i 7'W -URE __.,• - R 1W LINE dEXCEP-s ANY I'H'yRAP& Ar ;TA ISN ..-� --"F „-- —RX -. -"'*-.w POI xa�a FOR Mta.NL'NE P.'VOMFINT WHICH CAU HE FX.'?X'Zi fi' �, �., �'�+,'�Eh,c GMITTZID iN T Eh#TIi.+44C€.) JOINS'N�le'3t+1 )IN 4. R:iQtAL. CURB GR COMBINATION CURD AND -G`' TER RAL NOT E CONS UC ED BEfr dD £HE "t'9S L14E N_.}1[ WID +r '0' t CI OR, ,4.- Ik�l MAINIANIE it . AOt4. Y EX_E.�T. FOR R_, _ACE.AiE4; PL:'RPi,x:., SHOWN ON TYNCA4 9v^'1'IOrJ. A -- PLAN VIEW ENTRANCE NOTES 5. WHEN r1E vtrtrr'aC' RADII C,%tdFdryT F<Comji L E THE Tt, N:NC3 REQUIREMENTS OF A)'Tlr_,?ATED HEAVY 7PUCK MARLIKE ROADWAY SLOPE -1- TRAFFIC, Tr+^ DEPTH FOR SGE'tdat & CUR^ RA P$ PARAAOL"r' T°?,*R'es t..'4.RANI:S DN., Y? f WITH .t THE L1,H"T5 OF Tr+ R.+.:c! SHOULD BE INCkFSSED s0 7 ('�F UG 1,3) F:cd;F, OF AQ MAMA OR a fi. t,GSNt'A'„ FI.QW LINA: SLf:;7E C)tat ",et �, _..µ-r-rw"'� Fa. UNE ARE 0 INf. O P VIDM OSTE 'i+,1CR V 0 A-f1,016SS ..: U U;LF UNE 4.Itr �Ul'x .! TO 'R:)YIQG POSTENL DF2R L .LC:,055 vAiWLNG. r`ONe 'A �- NOTA, 7) Tf EC+ ! fiy M [ 6X AJAX -s`..' .-_ - D T-. [FL G RABL AtO MAXIMUM NJIRANCGRa1 CHANCES I SLO?IE CHA':GE-+ "D ARE L TEG IN THE ALLOWABLE ENTRANCE GRADE -"'- D TRF FHF.!rt Jx UF, -„a A,.,” SEI; dai (ir ti?+=E TO SL,c.:L'i a' M'sti. i 20' .t(IC 'FA1 Q 1 1:'QMMER+.Ii'� EraT�A cE- "I INTERSECTION NOTES £s.. W N G -MIS I t FOR STREET r NlECF,iNS!Fr 4.GM-TftiL:�'T GIYADL C'=ANGES W TH A PA:02OLIC CURVE. ONNFC.I(N-N MUs? ;l.F UE I NE() >r3 Af t -;J hriCr W`tH AA_KTt - ICY AN? 11S AP LICABLL 't QI. GKY Et L GC 1T 'tC'A.r DFS'GN dAN�IAd '€? t UDIC . STOPPING;SECTiC N A - A r)I$ u (ANO wAAd r_ 4, t 1 IONN, FLOW NF: VAY REOU)+d" WAA+ NG C3 A ,y^ P')R GN Cr U ER TO PR77'vIM PoSITI'r:"_- DMANxGE A.CRGSS T S<TERSE..TION. ALLOWABLE ENTRANCE GRADE CHANGES CHE SECTION C -C" NrOIFAi-LOW.AB+_l: 1241RA;;C17 GiA,1F. TNBLE it NOT APR12CABL TO STREET CGMNEC-CNS SEEr'Fi'CATt.?F9 ltyk'IDOT RE._RENC METHOD F TREATMENT l� F{'At+"•D A'VCUR 'i aTA'>'r;tARD?i Gn2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANC S) RFyv° iQ,N SAI`= I =aIfEr 1 Ce I VIRC NIA DEP.zR161r=N7 OF TP_415'13RTATIC. N D: -`LAB 2B, 2C XI F' OR PRGFi'SF+U ' [O WALK,- SIF N 1F 15 C.J .. L2`rz X��z�:X;✓a �E tXf N7*;.-RV4 v'.Ni r-BaceK, OF :,IOFWAt.X I- tA*"�!'a.�:CN J -..1„—,, i fi” 5 `a' LUt4S+ 'm, i 1 A UAR A a Q - e r R n -t -- '- D AR4.8 - to Wtt UFIJ =I r �'a a TAIL *:CG `;: OF aCk F121 i �- ` `'1_ BITS A. 2 1TM{^ - ! 1-�RACr( !'r.7N'fCiCL JOIN -� rs ;D" C -C, 1,E E. SECTION B`B COLLAR 4City. P3'VA .. PLAN VIEW L.-_ .- -- xrjz' Xia' 1._ __ .- .-...� .... ...........<.,_._..... _. 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