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HomeMy WebLinkAboutARB201700032 Plan - Approved 2017-04-19j v �4> !jtx ' I FIN L ITE PLAN FOR SPRINGHILL/TOiNNEPLACE SUITES P 2017mOOO42 4 s� ii I PARCEL MAP SCALE: 1 ° _ 400' PRIOR ZONING APPROVALS DATE SIGNATURE BLOCK - DATE - �4 ♦ f r r r / ! •11i • r • r r- - MEW t 1 �••,�� ' �'� ~ %t % �� � i',y�,�ffAy.� '����a.'�; _ E� _ ! - - • • r • t • 1 ■ � r - 1 - r r . 1 - ! ■ • r DOM. PROJECT VQ- INDEX TITLE: spt - 1 r t -/ ! - 1 •r r * �+.�:�ii�,1�+ti,f►11;•,•�. �" w�'r+lam`'+ - ■ • - - 1 - / r r i ! ■ ! 1 / �' �,, ,�#� !!!�' i'"4� !�� sue► . • ■ I DATE: 07/12/1 �llf GENERAL NOTES ABBREVIATIONS SITE DATA GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shah be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. The contractor is required to obtain any/oll permits required for construction of these plans. 2. Any time work is performed off -site or within an existing easement, the contractor is to notify the holder of said easement as to the nature of proposed work and to follow any guidelines or standards which are associated with or referenced in the recorded easement. 3. The contractor is to check that all easements, letters of permission, etc, are recorded/obtained prior to the start of any construction. 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts exists, contact engineer for clarification and/or direction. Interpretation determined by contractor shall be done at his/her own risk. 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed work has been completed including utility poles. 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle county code. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files that are obtained from the designers, but shall verify location of project features in accordance with the paper copies of the plans and specifications that are supplied as part of' the contract documents. 8. Contractor shall comply with all wetland permit requirements, if a permit exists. 9. Contractor shall be responsible for all relocations, (unless otherwise noted on plans) including, but not limited to, all utilities, storm drainage, signs, traffic signals & poles, etc. as required. All work shall be in accordance with governing authorities requirements and project sitework specifications and shall be approved by such. All cost shall be included in base bid. 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts to off site areas, and shall be responsible to repair resulting damages, if any, at no cost to owner. 11. This project disturbs more than one acre of land and falls within the Virginia Stormwater Management Program (VSMP), General Construction Permit (GCP) program as administered by the Virginia Department of Conservation and Recreation (DCR) under the jurisdiction of the EPA. Prior to the start of construction, the contractor shall file a GCP notice of intent with the DCR and prepare a stormwater prevention plan in accordance with the VSMP regulations. 12. Contractor shall coordinate with all utility companies for installation requirements and specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shall be in accordance with OSHA standards and local requirements. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state and local regulations, ordinances and statutes. 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state and individual utility company standards specifications, and details. The contractor shall coordinate utility service disconnects with the utility representatives. GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (ho(zontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. S. 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 ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Were urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag paints as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of darns. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. 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 initiative, locate all underground lines and structures, as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying Miss Utility (811). 6. All water and sewer pipes 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 water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10.The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the safe drinking water act). UTILITY ARV - AIR RELEASE VALVE BOA - BLOW OFF ASSEMBLY 00 - CLEANOUT CTV - CABLE TELEVISION DI - DROP INLET DIP - DUCTILE IRON PIPE ELEC - ELECTRIC FH - FIRE HYDRANT FM - FORCE MAiN F&C - FRAME AND COVER F&G - FRAME AND GRATE GT - GREASE TRAP GV - GATE VALVE HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT I" V IXTU D A T ABAN - ABANDON(ED) ADJ - ADJOINER AHD - AHEAD APPRX - APPROXIMATE BC - BACK OF CURB BF - BASEMENT FLOOR ELEVATION BIT - BITUMINOUS BK - BACK BM - BENCHMARK BS - BOTTOM OF SLOPE CB - CATCH BASIN CG2 - HEADER CURB CG6 - CURB AND GUTTER CG12 - ACCESSIBLE CURB RAMP CMP - CORRUGATED METAL PIPE CONC - CONCRETE CY - CUBIC YARDS DIA - DIAMETER EL - ELEVATION ELEV - ELEVATION ES - END SECTION Ew - END WALL EX - EXISTING EXIST - EXISTING FDN - FOUNDATION FF - FINISHED FLOOR ELEVATION IF - IRON FOUND iS - IRON SET LOD - LIMIT OF DISTURBANCE LE - LINEAR FEET LT - LEFT MH - MANHOLE PVC - POLYVINYL CHLORIDE RIM - RIM ELEVATION SM - SANITARY SCC - STORMWATER CONVEYANCE CHANNEL SO - STORM STR - DRAINAGE STRUCTURE TSV - TAPPING SLEEVE & VALVE UP - UTILITY POLE WL - WATER LINE WM - WATER METER WV - WATER VALVE 6'V - 6" VALVE MAX - MAXIMUM MIN - MINIMUM MON - MONUMENT CONCRETE NIC - NOT IN CONTRACT NTS - NOT TO SCALE OC - ON CENTER OH - OVERHEAD PE - POLYETHYLENE PERF - PERFORATED PROP - PROPOSED PRVD - PROVIDED PWW - PAVED WATER WAY R - RADIUS RCP - REINFORCED CONCRETE PIPE REIN - REMOVE READ - REQUIRED RET - RETAIN RT - RIGHT R/W - RIGHT OF WAY R&D - REMOVE AND DISPOSE R&R - REMOVE & RESET SD - SIGHT DISTANCE SQ - SQUARE STA - STATION SW - SIDEWALK SWEL - SOLID WHITE EDGE LINE SWLL - SOLID WHITE LANE LINE TBA - TO BE ABANDONED TBR - TO BE REMOVED TC - TOP OF CURB TS - TOP OF SLOPE TYP - TYPICAL UG - UNDERGROUND VESCH - VA. E&S CONTROL HANDBOOK YDS - YARDS County of Albemarle Conservation IslAn Checlrlist - ` o be placed on Landscape &'lases (Handbook, Lila 111-284-111-297 lor complete specifications) 1. The following itons shall be sl,s�w on Ltt ,e07 �Ilasa Trees to be saved; l,i,taits ol'clearing (outside, driptinc of'trcc:i to be saved); Loctation nd type oi,prcotccRivc fe"cing: 5rnode ebaang s requiring tree wells or walls; proposed trenching or tunneling beyond the Iirnitrs of c,icaring. 2, t ar€tir,,, ,, i Fall trccs to bt' saved Miaall be m arlecd with print or ribbou at .t height clearly visible to equipment operators. �l to grading stall! begin until the tm,, marking has been inspected and approved by it County Inspector. 3, Pre-C:onstruoti an Confercrcce; I'd' Tree preservation and pro E.ection area ores shaall be reviewed with the, contractor ran site. 4. tlatl Iaer� nt f➢ ern rfinra 4c1 tcpc t±# a Heavy equipment, vohictilar traffic anti storage of'constrnotion materials ittcludin soil shall not be perinitted within the driplhws of trees to be saved. r. soil, -Erosion :ad4si "atcra�rnaa��ter fat c tatiosa lfcwzic ; 711111 tic;vills shtall not adversc,ly tarficot trees to he saved. 6. Firea: Y-Fire s are not pumitted within 100 feet of the dripiine of trccs to hc. saved. 7. Toxic mttt,:d als� Toxic raaatt rials sl,tslt not t;e stored within 100 feet of ilic dripiin o#'trees to be saved, 8. I'rotCctic'e yI KY4 C 7l're s to be retainFcd within 40 feat of sa proposed binding; or grtading activity sliaali be prot,scted by fencing. F elloing shall be in place rind shall be inspected and approved by a Coaanty inspector prior to trading or constnic"tion. 9. Tree Wells: Whc.a the ground level must be raaisW within the: drip]iaae of <a tree; to ©e, stave(!, at tree well sisall be. provided and :a construction detail subrniitwd for approval. tit. T11Pe walls: W-11W! the, £;iOUIld leV-,l Hilt St. be lowexcd within till dripline, a tcet., to be saved, Fa trtw full shall be provided; and a Cxmstruction (leekl submitted torapproval. IL Trott oft irag,Irxd Tan nelir t, W114Y1 trenching is require, within the limits of clearing, it shall bo dorLe as ter away front the trunks of trees as possible. 'funneling; under a large tree; shall be considered as art alternative "ben it is anticipated t at necessary trenching will destroy feeder moots. 12, cleanufa; 1'r0atecliv;, li:racing shad be tine last horns removed during the kraal cleanup, 13. 18, a nswed Tlr�e�; Dar„ aagcd trees shall be tre« ted innneditate;ly by protaing, Fertilization or other methods rccornmended by a tree specialist, NO TU IT IS THE i7( VEt,C3PERIS ttESPONSIBIL I` Y TO CONFER WITH THE CONTRACTOR ON `6'ftEE CONSERVATION \ l REQUIR1";tV%IsNVS, CT1% ER T%I�AIUI P,, 7 (DATE) Ci:NTTdACTl?URCHASERSIGa;A'i't;RE (DATE) 511/06 page I of 1 LEGAL REFERENCE & SOURCE OF RILE: DEED BOOK 3551 PAGE 164 SOURCE OF TOPOGRAPHY: A PORTION OF THE TOPOGRAPHY SHOWN HEREON IS FROM SURVEY BY ROUDABUSH, GALE & ASSOCIATES DATED (MAY 4&5 2015) AND SUPPLEMENTED BY DOMINION ENGINEERING & DESIGN 07/01/16. THE ENGINEER HAS PERFORMED MONTHLY SITE VISITS TO VERIFY TOPOGRAPHY SINCE JULY 2016. DATUM: NAVD 1988 THE AREA SHOWN HEREON IS LOCATED IN ZONE OX" AREA DETERMINED TO BE OUTSIDE TH 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEN PERFORMED AS A PORTION OF THIS PROJECT. WATERSHED: MEADOW CREEK BENCHMARK(S): CHISELED SQUARE AT BACK OF WALK AT 470.95' CORNER OF SITE . WATER SOURCE: EX. 8" ACSA WATERLINE ONSITE SEWER SERVICE: EX. 21' RWSA SANITARY SEWER MH ACROSS HILLSDALE DRIVE ±500' TO THE EAST OF THE SITE EASEMENTS EXIST TO BRING SANITARY SEWER TO SITE. MAXIMUM BUILDING HEIGHT (5-STORY) 65' ZONING, C-1 COMMERCIAL, AIRPORT IMPACT OVERLAY, ENTRANCE CORRIDOR BUILDING SETBACKS PER ZONING ORDINANCE 4.20: FRONT MIN 10' FROM RIGHT-OF-WAY LINE OR EXTERIOR EDGE OF SIDEWALK MAX 30' FROM RIGHT-OF-WAY OR EXTERIOR EDGE OF SIDEWALK SIDE AND REAR: STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. NORMALLY A S'IEPBACK of 15' IS REQUIRED ABOVE THREE STORIES. HOWEVER, NO STEPBACK IS REQUIRED PER SE 201600016. CURRENT USE: VACANT PROPOSED USE: 192 ROOM, 5 STORY HOTEL WITH 2 LEVEL STRUCTURED PARKING SITE TRIP GENERATION TOTAL ROOMS = 192 ROOMS FOR HOTEL USE (ITE USE CODE 310) AVERAGE TRIPS PER DAY = 1,327 TRIPS PER DAY ANTICIPATED TRUCK TRAFFIC < 1% OF TOTAL TRIPS PARKING REQUIREMENTS: REQUIRED PARKING: 192 SPACES (1 SPACE PER ROOM) PROVIDED PARKING: 192 PARKING SPACES TOTAL ADA SPACES FOR PARKING STRUCTURE PARKING: 102 TOTAL PROVIDED SPACES PROVIDED ADA STANDARD FOR 101-150 PARKING SPACES REQIJIRED ADA PARKING: 5 SPACES, 1 VAN ACCESSIBLE PROVIDED ADA PARKING: 6 SPACES, 5 VAN ACCESSIBLE TOTAL ADA SPACES FOR PARKING NON -STRUCTURE: 90 TOTAL PROVIDED SPACES PROVIDED ADA, STANDARD FOR 76-100 PARKING SPACES REQUIRED ADA PARKING: 4 SPACES, 1 VAN ACCESSIBLE PROVIDED ADA PARKING: 4 SPACES, 2 VAN ACCESSIBLE AREA SUMMARY PIREDEVELOPED: FlOREST/OPENSPACE 40,510 SF 0.93 AC MIANAGED TURF 13,939 SF 0.32 AC IMPERVIOUS 108,028 SF 2.48 AC TOTAL 162,477 SF 3.73 AC P'OSTDEVELOPED: FIOREST/OPENSPACE 0 SF 0.00 AC MIANAGED TURF 32,669 SF 0.75 AC IMPERVIOUS* 129,808 SF 2.98 AC TOTAL 162,477 SF 3.73 AC * INCLUDES 0.71 AC MAXIMUM IMPERVIOUS AREA FOR FUTURE DEVELOPMENT. 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L ,,, \ A \, " "�'��;",r�,'�,',,;\ \ � , I , I � - I -,_. - , � '. �, 1� \ , I 11 � .1 , ", - _ �,­,;."\,'�1V ,� ,,,,, , .1 % , , "', " -, " �,,Nz,��5,0,��,, .: �,,� � � " N � \ \ " \ i / '.., 11 "'r ,� ... . .. � I � , \ " � IL � I / " ,,�,, � ", "I" - -.-- � \ � ,"", "�,� �­­',�,', lT`,i,',. \ � � ,� " , \ \ \ \ \ \ \ \ � \ I \' ,____� / �.� , � % T. , I - % \ \ ' � \ �� k� I , /% " \�1�1� ,���""",�i�,,��,�,�;,e;"�i,k,���,'.,"�,,,,,,",.'',,t 11 r� I ,,, l � � \ 11 1, 1, " � . \ � \ -1 "", \ \ , \ _ ... \ �1, �l "\O;�,5 -T,,�-, -�� " I - 1� 11 \ I KEY* � / , � � � _Nv, \ % 11 . � "" ", � ,z -,,,�.���,�,�,,����,',,,,""",�,,�,,,,�, 11 \ T I \ I \ I-- � ,_l \ �\ I _­N� �_l , ,"i., �, ",­, j'�,,�,�, \ I \ ii " �,' \ \ \ \ \ \ I I 'I, :0'­ i - 1, � \;",�,,,,,,,�,�,�,,����-�,,,,��,������%�"", I �' � , " \ �', -, \'� I ', 1� \ I 0 I � I 11 i k, , � tj 4 . , � I / .:. �\ \ \ -, .. ,�, � .,�""""",��',"�";���'.��� '�, . � � ': � ­­_ � !� ­\!,'��_­,-T � ,;__� ,:: � I � __� 1� , 'L '' \ �, � N, � \ 1� 1\ I \ \ � �` \\ \ ----'-- " - \ 'LL' , � , , 1� _,_­ I, - � ,� , , \ , T \ \ 1\ ele r 11, ,� -- \ , , I -�i,,', `-:�,,�4 ,�", ,� , , , \ " / 1: / \ 1. I � I., TI __­. I �,,, �,�,,',����',',",,',,�,�""���,,, I , I "I \ 1 \ ,I------ � \ '\,-' / \� - -1 I - '�,',i �""��'�',����r�",�L""'�'�"���'��,�,, - � I , \ ( ,,T11 - , \ ­� ,�I,�, \, m 0 .0 wd SOIL TYPE BOUNDARY \ %% 1% I , " ', � \ � I � \ \ �11 " / \ , ___. � - \ - 1, ,� '' � , � I � � \ ,1,9� �. " \ ,,�, T,1/� - � , ,:,;��'r,� � . 'i�'�/',�'T,'i��\ N � % i \ \ \ \ 11 N __1 I ,� ... r -`_ �, - , ; , - I !,.r N \,i.i�, �T i -­�,T,�,,i� - N , � \ \ \ 'i, \ 1-1 \ A \ _� _�l - 'I- 11 � ,,, , , SHEET NO: 4 of 18 � \ \ I '' 'S - -, % I I ,­ ',�_,`�c "';- ­� 'N." �l "I \ - � � i, % \ , I "I , " I I ,. , ''� � , \ % I I " , r I \ � ,� ", "I � � I , , , , \ , I \\ \' \ " \ \ I f T, ) � ,:..*.:*x, � ., ,,, � ,� , )"% \ N­,,,-�,,�,�,,,��),,-�, �� 90 . , - ') _,,,�, 1, I \T 1\ \', \� ��,� 11 \ \ \1 \ i � \�,� \1 \ �l � 'I., v , _­ \ c / 111.`l __� I " 'A \ , I � .1"'.", 'I'� I � 30 0 30 - 60 � I 'r �l \ 11 I I / __ \ � I I " " �, � v , ,�,"r'�,",�"" � ­ ,� ��, i L", m m m m m �� - I \ , \� \ , \ 1� I " \ \ , I ,_ 1\ T,,,,,,­,, � -, 1 , \� � , ""',�'� \ .. � T � I ,,- \ "T % /, , \ __ 1, __.__ IF— I , � ­1 1, � � 11 I m m m m m \ \ \ \ , . , , � N ",, \ 1� , N t-gr - , � \ \ � "' (��, I ��, � MANAGED SLOPES - IIIIIIIIIIIIIIIIIIIIE:===1 � I ,,, " - I L I I p T " -, ,� \ 11, � .- " , �_ / " I r \ , \1 _\ � - 1\ , 1, . I , - \ \ - % � 11 I � � , T \\ � "I � ::: , ',�, �' 'L , I \ � , I \ \ � I � , �', \ SCAM: I " = 30' DATE: 07/12/17 T 1� � N. "I , I � i� \ \1, 1, L " ,: I /, 'T � I , ,,,,,",­"�'�"�' \ 11 \ \ \ � \ \ I / 1, , \ . �,,,, \ I , \ ""I T, I , \ \ TT,/ , I \ /I 1 I" \ �'\ � "T ,,"" _­ __ INL \ 11 ��4 � \ \ "I , � \ \ �1, I"- \, -- \ '� L . �N \ � It, /, I T,., � __ - 1�,, 1. \1 1� \ \ / �� �, ,\11. . I 1� \ \ \ I � I � \\ il " l\ . \ \ I-- �� \ \ \ � � 1,\ \ \ \ " �, I - ,L , \ " \ '' 11111?___rn�l 0 ------ -------- 19 E `0 CC) t r I 0,P t I A L F. N RS ic. No. 33028 02/26/18 PN A L Ilfll X, E5 IBM], FEMME mswc��� INDEX TITLE: SHEET NO: 5 of 18 DATE: 07/12/17 -m � J e��rv�lll \ 30 0 30 60 90 I I I BENCHMARK(S), CHISELED SQUARE AT BACK OF WALK AT 470.95' CORNER OF SITE, o o \ \ SCALE: 1" = 30' O G < m vv \ vv 3.3 TREE PROTECTION TP I I � •; , , Mh. � �'� � � v � •L � o e C_ C V 4 up 1 , �CN�\N \ � � �/ /i / dad• �-�2 � z'zx �'� � o� �. \ `Y� \ � 41A6-.;--,-'z303 .028 R5 D 1gs O islo E //� // fT ® PERK ONP�oS ` OUTL NE • 'b Vocp� MINE D NNED AIL S / / o oo� w P� ET / / M, 0 PROPOSED RETAKING �w i Ag \ q�0 UDC E'. g /i.,/ /� WALL - MAX HT = 2� a Y 5 TP / �> --- — vQ 444� UPPER LEVEL PARKING PLAN \ T /� i r�- / 'A S�6 p0'C� e�' V A cs z S m \\ \ \ \ \`� W c G 6 �/, // ISPNENENT �N o FF PUBLIC DRA/NAC€ EASEMENT t \ A V DB 30 196 -� _ �-� _ t, ;; :. P SON v PROPOSED RETAINI - % r V I I WALL W PED. S 60 uu HT= 6'�P� — - y k� y�� \ C, \N� V o�� e� pAi\ ✓ vX `� s E SEE DESIGN. B o3?�t; k� h�� i �� i' A \ y a d �+ / II 4N1�+l' q P VA%/�bir�`?g'�'� / p1N N O /V' rul Q�opOSEo R Pta� gr�41 0b A °ten ��Np bs �� / z b�! 57 0 45B v��. �f� \ ti S�SF,M N� i A o,•ot / C% ii �i ��s63s B o a 'S� o O - o1go \ / B0 4B0 F t A 'n-ON 81n ss2MFOP�tiS rye' I + A �g m g44 a o Td[P 61Z-03-2 • 'V OPT. s��d I 1�, wr+ 7 e 0- 7 _ ��OGPo 4�._. • 1,. to ..� 64 Zh•' -_ \ j,. d6 i� a 6. JP p1. S L qg 70" � 7t ,� . :. \\ sNDPE � �� / ��tS, �" � I �z � I � v � v�s`� /� � � �� ��l Uzi �� �� , �ry> d" •wV'� �F�� \ , 0.- .i�ycv,V r - O Cn Co O z o / � U � otro 7t 60LAT- 1NV=466.5 _ WATERII — ° — r.�' __ 1 - - - �y r-t z VS. -- E- s S 00 \\\� \ \ �\ ' °\ \ \ • -/°— _-.-tee 0 _ , �L �+F50-- AA, / ON 1,�03 gC`,h Z H g1W', - f ECA A�,35I 2 N35a'' D CO1d �yDI W Q Vvvvvv A v ,4aa -- ,- /ECAgh235��gtNG--- _ DC,1, E Z wD ; - ' g DD 1, CO g�1yD 1 Ap17E w P ��I61��G1C !d II Ovy, ItS \ \\\ \ \ \\ \ . '\ • 70 I I `� \1 oO3 gS�IY Yg DD COS DOM. PROJECT NO:16.004i \ \ \ \ \ \ 11LEV.-470 TNE' I G' ��' INDEX TITLE: \vvvv G P g SA v` - \ 1 PA CHISELED SQUARE C' 6 - - - C p g- SES. / r p E g7a CtAy gE \ IJ 1 vvA vv v v ` V Q 61 TER�R�g9 �pL // ��R - - - - \ \\ \\ \ \\ 47e Ud EgpB 4A� Coy, AIR GAgAGE y1yy�0 NEB FF g D�Ty LP : . Point - - \ \ \ e y $ 1 y /.T' \ 0 0 TOP : ToQ of Structure 1 yi` V /' _ _ SHEET NO: 'r of 16 tiONEEgV10E g - // \\\ Q5E MANAGED SLOPES 30 0 1 30 60 90 \ V A A \ �SE' SCALE: 1" -- _ DATE: 07�12�17 AV SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIE5, SEE 5PECS. I- I /2" 5Q. OAK 5TAKE5 SET I60 DEGREES APART FINISHED GRADE APPLY 3" OF MULCH AFTER PLANTI NG AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE PLANING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS REMOVE BURLAP E STRING FROM TOP 113 OF ROOT ' BALL TWO TIM E5 BALL UNDISTURBED SOIL DIA. (MIN) 1 TREE PLANTING DETAIL_ SP9 NOT TO Scus TREE CANOPY CAICIJLATTONS COMMERCIAL SITE AREA = 3.73 Ac 10% TREE CANOPY REQUIRED = 16,248 SF PROPOSED CANOPY= 24,282 SF TOTAL TREE CANOPY = 24,282 SF > 16,248 SF OK PARKING LOT TREE REQUIREMITM 1 TREE PER 10 SPACES 192 SPACES PROVIDED TREES REQUIRED = 20 TREES PROVIDED = 28 OK LANDSCAPING PARKING AREA COMMERCIAL. PROPOSED PARKING AREA: 64,139 SF 5% PLANTING REQUIREMENT: 3,207 SF PLANTING AREA PROVIDED: 7,019 SF > 3,207 SF OK STREET TREE REQUIREMENTS 1 TREE PER 50' STREET (EACH SIDE) 200' OF ENTRANCE ROAD TREES REQUIRED = 8 TREES PROVIDED = 11 OK Key Quantity Botanical Name Comrnon Name Size I Cal. Canopy Cffi°o I % of Planting LANDSCAPE MAINTENANCE NOTES: Y I >—v=o LARGEDECIDuous TREES 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO 1 \ \11\ `� �P \I ""°'"'"""` AR 16 Acer rubrum fled Ma _ 3-1/2" 397 6 352 11 3% REACH, AN BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES g — \� P 17 Ouercus U/stris I Pin Oak 3-1/2" 1 370 1 6290 121% IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND 1 1 \ \ \ , 0 r� 1�ti ��T\ 6ce"'""x""'�"`a' C TC 4 Tilia Cordata Lithe Leaf Linden 2" 249 896 2.8% ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / ctN 1 \ G� \0 \ 0� \ \ s S v v ORNAMENTAL TREES %/ 1 ��� / PG o0 t��pSeG \\\\ Bd N N as AT 13 Acertalaricum TataricumMa 6'-T 107 1391 9.2% 2 TREES A: SHRUBS SHOULD BE PLANTED DURING THE DORMANT SEASON /r+ \�\ \ \ ��%�Otiw1y/ �. \ _m�"`""w""""^"""""" •[ •C — CF 15 Cornusflorida&cv Fo-ri Do od 6'-7 124 1860 10.6% IN THE FALL AFTER LEAF DROP IX2 EARLY SPRING BEFORE BUD BREAK. // / \ \ \` �Qe1C�1\/ \ .� M.a. f^..>M„ °.".k,^,s. � ^�,. `weeuW. �,m^A�,.�.„r 0) HD 8 Halesia Di tera"Ma niflora" Two -Winged ed SiWrbel 8'-9 128 1024 5.7% %\ \ \\ \ \ Q�01"Q/ BROADLEAVED EVERGREENS SCREENING 3. TREES dr SHRUBS SHALL BE PURCHASED FROM A CERTIFIED SUPPLIER. /// \ \ _= 1y / �. _ �. w PA 23 Picea ales Norwa Spruce 4'-5 41 943 16.3% jj''N\t(F ,5,� _ l4. \ \\ \ / rf� •efvnL" O TB 22 Taxus baccafa English Yew V-5 47 1 034 15.6% \ F eG� _ tyf �c / �0 A e ^"° - '^. - "°�^•� w ^^��'m^"^ „°'"' 0 TD 23 Taxodium Distichum ess ]Bald la-12 36 828 16.3% 141 Canopy Grand Total 20,718 vvvvV, y \\�T\��0 SSEoe 112 p es pAronwarbutifolia- Can Grand Total 282 //\\\�\\�LANDSCAPE PLAN TREE LEGEND: LANDSCAPE PLAN SHRUB LEGEND: —�, a�_\\\'\\LARGE DECIDUOUS TREffi: AA — ARONIA ARBUTQ OIdA / i _ \ Fy\ \ \ \ \ > °"om."�.�ec..r., o"\ Lic. No. 33028 �b /f"re ngvewru>xurom,anmyQaR uwrt AR —ACER RTJBRUM BJ — HERBERIS JULTANAE \\\\I111�3h06/a6/18 IG — ILEX GLABRA �SQP — QUII2CUS PALUSTR[S / / /i // // \ \ \ % /\\ rye\\ \\LB — LINDERA BENZOINTC — TII.IA CORDATA /i/i i i\11ORNAMENTAL TREES: \;/SN — SPIRAEA NIPPONICA �E / / / 11 / AT — ACER TATARICUM // g0 0\�%�/iii/ \\ � I I//Ij�\\\�SOCCF — CORNUS F'LORIDA g1 T'G//i''�1I\\iI'�L\ IZ `'lHD — IiAI.ESIA DIPTERA "MAGNIFIARA" / / // /i// 1 1 \ \ \ 1 IC/ / //� I n l \ 1 \ \ \ ¢ , B \ / \ zBROADLEAVED EVERGREENS: / i/1111�\\,CPA — PICEA AB�S �� X-r /�-•�// 5 TB — TAXUS BACCATA PROP PER Ti/\'/\\/�\/ G N\ \ \ \\ ✓ TD — TAXODITIM DISTTCHUMLANUCO 0Iv-! Sul -TREES USED IN PARKING \ \\\�\\ \LOT/�\�\D�ae\NIS TYP 61Z-03-2 �\\%\ 3.726 AC. \\ \ \\ ✓ Z�PROPO PLANTING AREA I \ I I © i OaJI�1 \ \\ \RANCE CORRIDOR\°�D1 ' — E __''s � ' RB2Co UILD 1o�EE—OFC/1 E-��Io v1\\OBIX.,o•�_ —�__J C /\ - TB \\\CJ'T�11 1 Z a4xL\9ha C1NL \ \ \ 1 1 w \ 0110) \ \ \ \7 _ 1— — — — — WGN�q1L C- E B 1 \ \ \ I — �N1R \N5EoF\yy1\\\ \\rGON'By10E i / \\U '—�\\\I' ' DON. PROJECT NO16.004\ \� °------- DEX TITLE\\SP9 O \ \\ \ I \ \ /' ' _ / SHEET NO: 9 Of iB 3.38 TREE PROTECTION TP —❑ ❑ \ / �' %,/ / %`\ \so0 so 60 90 / ' / \ DATE: 07\\ \\\I \ ,' /' �' / / / \K/ \ \\\ \\SCALE: 1" = 30' /12/17 K Qtanical Nacre Common Name Sae ICaL CaraTotal % of Plent iSHRUBS AA utROlLaBrilliant Red Chokeberr24"7 343 19.5% BJ lianae Wingrash Barber 24" 14 79B22.7% Ki Inkberry HoIN 24" 23 1173 20.3% LB nzoinSbebush23 85114.7% SN onica S Tea Snowmound 24" 7 399 22.7% r. A00' \@ Coop, EX. CG-12 TO BE RECONSTRUCTED L N, N f (�@ �y \\ � 2 z °'� '�' � is �(� � \ / '�, {4 . 4 r \ t1 J. �: � fit\ " X \ Ig N \A Av X� �O G Vi 0 --M�4 T i A L F�.. RS Lie. No. 3-3028 0 02/26/18 • • REESE lk ■ DOM. PROJECT NO:16.004!,; INDEX TITLE: DATE: 07/12/17 Luminaire Locations No. Label MH Orientation Tilt 2 A 15.00 223.07 0.00 A 15.00 48.09 0.00 4 F63 A 15.00 48.09 0.00 A 15.00 298.61 0.00 7 A 15.00 64.71 0.00 8 A 15.00 119.85 0.00 9 A 15.00 216.57 0.00 10 A 15.00 207.76 0.00 1 Al 12.00t2330.00 11 A 12.000.00 3 Al 15.000.00 3 B 15.000.00 7 B 15.000.00 13 B 20.000.00 14 B 20.000.00 15 B 20.00 121.71 0.00 1 C2 20.00 127.41 0.00 2 C2 20.00 127.41 0.00 3 C2 20.00 61.25 0.00 4 C2 20.00 54.78 0.00 1, 15' OR 20' MOUNTING HEIGHT INCLUDES ANY BASES THAT MIGHT BE PROPOSED .. . 0 - ` Each outdoor° lurninaire equipped with a lamp that emits 3,000 or more + + 4 " initial lumens shell be a fall cutoff luminaire and shall be arranged or + ,+ 0 0.3. ,`.2 2.2, :q 4 ., ,gyp , 1 shielded to reflect light away from adjoining residential districts and away 0 from adjacent roads. The spillover of lighting] from luminaires onto public 1 "k roads and propert�T in residential or rural areas zoning districts shall not +ft + emceed one-half foot candle. Schedule Symbol Label Quantity Manufacturer Catalog [,lumber description Lamp Number Lamps Filename Lumens Per Lamp Light Loss Factor Wattage 5 Lithonia Lighting KAX2 LED P2 40K R3 KAX AREA SERIES SIZE 2, LED 1 KAX2 LEI) P2 40 23013 1 248 MVOLT HS PERFORMANCE PACKAGE 2, 4000 K_R3_MVOLT HS, ❑ B K, TYPE 3, 120-277V, HOUSE- ies n SIDE SHIELD 4 Lithonia Lighting KAX2 LED P2 40K R4 KAX AREA SERIES SIZE 2, LED 1 KAX2 LED P2 40 23235 1 496 ❑ MVCLT HS PERFORMAf,ICE PACKAGE 2, 4000 K R4 MVOLT HS- ° C2 K, TYPE 4, 120-277V, HOUSE- ies ❑ SIDE SHIELD 1 Lithonia Lighting KAX1 LED Pi 40K R4 KAX AREA SERIES SIZE 1, LED 1 KAX1 LED_P1 40 4797 1 50 MVOLT HS PERFORMANCE PACKAGE 1, 4000 K_R4_MVCLT HSAl - K, TYPE 4, 120-277V, HOUSE- ies o SIDE SHIELD 9 Lithonia Lighting KAX1 LED P1 40K R5 KAX AREA SERIES SIZE 1, LED 1 KAX1_LED P1 40 4400 1 50 MVOLT HS PERFORMANCE PACKAGE 1, 4000 K_R5_MVCLT_HS. A K, TYPE 5, 120-277V, HOUSE- ves ❑ SIDE SHIELD Statistics Description Avg Max Symbol Min Max/Min A,vg/Min Property Line 0.1 fc 0.5 fc X 0.0 fc N/A N/A Springhill Site 4.1 fc 16.2 fc + 0.0 fc N/A N/A WEAK 0.7 1.0 1.2 1 7 s 1.6 2.6 1.3 , 1.8 14.0 1 0,6, 1.4 5 2 .., 2.6 1. 1.7 10.4 14 2 4 1 + `� 1.1 + ° 2..8 + 4.3 + + B�3 1 5 + 4 $. , a. .5.1 r o 4 +5 +1..9 +1.83 +5.4 +6Y4 Al-1 +5.6, +0.4 +1.8 +8:41 +3.2F ;1 3" ' HF �d 5y• 133 �+�� 3 : +7 4 . +� ^ t'i .....',i 4 '"S--�A A T +ri p'L'I it up MAEL F. TV �i Lie. No. 33028 ° 02 f 26/18 M p al 10© , -r1 S z 9 0 f :f ;NM ■ ■ ■ DATE: 07 f 12/17 1.1 �'`' > rN} v o 0) U 0) a) RJ S`J hJ m Qcc, rn N ,L_ _ - a) rs} o � N� — a, inn r G) c, a) Q r7 w + 7 't 'E — h ci ea - r_: Page I of 2 Page 2 of 2 Page 1 of 2 c Page 2 of 2 ,I J�1.SE EM € c;Xrc'.I tea, ' d s °�z Square Non -Tapered Steep Poles TERMS Terms and Conditions of Sale , StpuaY� pvQn-Tap��Ysti �$��� Ppp�S Terms and Conditions of Sale �, Net 30 days from the date of Company's invoice: males.; atherwise specified. A 1-172,' per month late charge will be added ^�& TERMS i to accounts past due, Net 30 days from the date of Company's invoice unless otherwise specified, A 1-1 j2 ! per month late charge will be added ;t 7 Pole Shaft PRacE5 to accounts past due. Peale Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural published prices are subject to change without notice. Possession of price sheets in no way obligates Company to sell to PRICES -�.. �_/ to The Oafs shaft is one piece construction, being fabricated from a weldable grade carbon steel structural l tubing which has a uniform wall thickness of 11 gauge (0. 113b"). The pale shaft material shall conform to the Purchaser possessing such price sheet. All orders are subject to final approval and acceptance b the company. Once Published prices are subject to charge without notice. Possession of price ;" ASTM A-SDO Grade C with a minimum lend strength of SU UOp s[, l-he pole shaft has a full lei; th acce ted and a roved orders will b b" - Y tubing which has a uniform wall thickness of it gauge f5 ,000 ' j. The pole shaft material shall conform to 9 p sheets in no way obligates Company toLo "+. ,r/ 4. y g p p 9 p PP e riled at prices current!}• in effect at the time of invoicing, or at prices quoted b}+ the ASTM A-500 Grade C with a minimum yield siren th a r - the Purchaser possessing such price sheet. All orders are subject to final approval and acceptance ace b the Company. Once '`>* va longitudinal resistance weld and is uniformly square in cross-section with flat sides small earner radii and Com an and accepted the Purchaser' a ' - - Y 9 F �QOflO psi. The yule shaft has a full length _ P Y'> �, Qt accepted and approved, a, airs will he billed at prices currently h1 effect at the time of invoicing, or at prices quoted by the - -%'' p y pt,d pY t if the order involve, an rt_m or items covered by special quotation. THE longitudinal resistance weld and is uniformly square fur cross-section with flat sides, small corner radii and "+ excellent torsianal properties. MINIMUM INVOICE CIiARGE SHALL BE $50.00 NET. excellent torsional properties. Company and accepted by the :Purchaser if the order involves an item or items covered by special quotation. THE � �',, '�► Base Plate DELIVERY MINIMUM INVOICE CHARGE SHALL BE t50.00 NET. 8 V, N 05, The anchor base is fabric quality I All goods sold are deliverable F,O.B. KW Industries, Inc., Su Base Plate e fabricated from a structural matt hot rolled carbon steel date that meets or exceeds 9 gar Land, Texas 77478, DELIVERY The anchor base is fabricated from a structural uahty hot rolled carbon steel late that meets or exceeds All goods sold are deliverable F.D.B. KW Industries, Inc,, Sugar Land, Texas 77478, a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and is TAXES a minimum yield strength of 36,000 q p circumferentially welded top and bottom. All welds are performed in accordance with the American Y J psi. The anchor base telescopes the pole shaft and is The Company's prices de not include Federal, Stale or municipal sales, use, excise, ar similar taxes. Consequently, the cil'cumferen[ialiy welded top and bottom. All welds are performed in accordance with the American TAXES WeldBeAt i Society specification A .0 Di.l, latest ed .75" Corn party reserves the right to add to the sales price of its product any present or future sales, use, excise or other similar Welding Society specification AWS DIA, latest edition. The Company's prices do not include Federal, State or municipal sales use excise or similar taxes. Consequently, Bolt Circle: 8,00' Sq. Dim.: 6.00" Thickness: 0.75" Conduit Opening: 3" - p the tax which shall be paid by the Purchaser, or In lied thereof, the Purchaser shall provide the Company with a tax. exemption Suit Circle: 8.A0" Sol. Dim.: 8=" Thickness: 0,75" Conduit Opening; 3" Company reserves the right to add to the sales rice of its product an Consult KW representative for non-standard dimensions. Consult KW re p P y present or future sales, use, excise or xother exemption similar certificate acceptable to the taxing authorities, presentative for non-standard dimension=_. tax which shall be paid by the Purchaser, or in lieu thereof, the Purchaser shall provide the Company with a tax exemption Anchor 'Bolts FREIGHT Anchor Bolts certificate acceptable to the taxing authorities. Anchor bolts are fabricated from commercial quality hot rolled carbon s[ee', bar that meets or exceeds a All of the. Company's Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds FREIGHT minimum yield strength of 55,000 psi. Four, properly sized anchor bolts, each with two regular hex nuts p" products are priced 'and .sold E.O.B. KVJ Industries, Inc.,dncSugar Land, Texas 77478. Transportation a 'V H OF charges will be prepaid by the Company and added to the net sales price unless specified by the Purchaser. minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts All of the Company's products are priced and sold F.O,B. KW Industries, Inc., Sugar Land, Texas 77476. Transportation N and washers, are furnished and shipped with all poles unless nttter>•+ru^e specified. Anchor bolts shall have and washers, are furnished and shipped with all poles unless otherwise specified. Anchor butts shall have charges will be. prepaid by the Company and added to the net sates price unless specified by the Purchaser, P F¢ the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-153. Fully galvanized ROUTING the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-153. Fully galvanized ROUTING •' anchor bolts are aes available upon request. The Company will specify the me_thed and routing of all products to ensure the most efficient and economical shipment in anchor bolts are available upon request. The Company vain specify � -t behalf of the Purchaser. The Purchaser will assume charges for special services such as cartage, air freight, express or p Y p_cify the method and tarring of all products to ensure the most efficient and economical shipment in � Handhole multiple deliveries on one order. Handhole behalf of the Purchaser. The Purchaser will assume charges for speclal services such as cartage, air freight, express or An evil reinforced ga 'kited handgunle, having a ,ion is l 3 " x 5 " inside opening, located 7.' - 6" above An oval reinforced gas.keted handfuls, having a nominal 5; " x 5 " Inside opening, located 1' - 5" above multiple deliveries on one order. base, is standard on all poles. A grounding provision is located inside the handhole rin e.r+ base, is standard o1, all poles. A grounding provision is located inside the handhole ring. CANCELLATION g. CANCELLATION The subject Purcenthaser r the Company shall be obtained polar to e cancellation of any order. Canceommi meat of an order may The written consent of the Company shall be obtained prior tf; a cancellation of any order. Cancellation of an order may U Finish subject the Furchaser to a cancellation charge based upon expenses ahead)' incurred and commitments made by the Fii5i5@t subject the Purchaser Y �/1 7 P fit/ tr.Standard -The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and Campo FSy. Standard -The exterior surface is cleared with an alkaline rinse to remove surface contaminants and ) hose to a cancellation charge based upon expenses already incurred and commitments made by khe L 1 14 A+J Company. L. ,�,� ,0 snot blasted to specifications as published h the Steel Structures Painting Council Standards SSPC-SP10 1C. shot blasted to specifications as published by the Steel Structures Painting Council Standards 55PC-SP10 Comps RETURNED GOODS P P Y �� y V 0✓8 (near white}. The exterior surface is chemically pretreated with an iron phosphate Conversiar, coating then near white). The exterior su ^r - • .y;� rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro- Specific written request and arrangements must be n'tada in advance fol- Purchaser to obtain credit or replacement an ( ter cis chemically pretreated with an iron phosphate conversion mating [hen RETURNED GOODS rinsed with ambient mesh water containing - - - rC) - I'u material returned. On material accepted for return Purchaser m prepay `'�ig g special surfactants and sealers forming a dry tight micro- Specific written request and arrangements v a, crystalline coating. A Polyester thermosetting powder coating applied to the surface of the substrate to a p , Pu chess.. us[ t spay reborn shipment and pay minimum restocking -i; . r Y 9 q y must be made in advance for Purchaser to obtain steal[ or replacement on '"r charge of 4D4'i plus an charge rises.. rti a , {,_ crystalline coating, A polyester thermosetting powder coating applied to the surface of the substrate to a material returned, On material accepted minimum of 3 mils is standard on elf color finishes. The internal surface including file powder coated area g p Y J nary tc rework goods to a resaleable conc.r_rorr. Custom fabricated products by p d for return, Purchaser must prepay return shipment and pay minimum restocking � at the base -end is coated with R,1 "i3:, a thermoplastic hydro- boa resins stern .specialty formulated for special order are not subject to return. .-,-i, , minimum of 3 mils is standard on all color finishes, The Internal surface including the powder created area charge of 40°! plus any charge necessary to rework goods to 0 P F Y I ci p } g Q g a resaleable condition. Custom fabricated products by at the base -end is coated with l surfaces, a thermoplastic hydrocarbon 3mils.Tresins stems scion formulated fret � 26 i8 a, application over untreated steel surfaces, to a thickness of 3 rills. The interval coating shall contain PV specially special order are rat subject to return. �� � f , DELAYS, DAMAGE OR LOSS application over untreated steel surfaces, to a thickness of 3 mils. "iha internal coating shall contain DELAYS, DAMAGE OR LOSS Ill r 1 sperlal corrosion inhibitors and is capable of passing 1004 hour' of salt spray exposure (ASTM B-117). The Company is not and shall nok be liable far delays in shipment or deliver of its Products wESan caused b Strikes, ruts, Special corrosion inhibitors and Is capable of passing iD0{3 hours of salt spray p p Y y F delivery p y SSP p g p y exposure (ASTPR 8-117). The Company is not and shall not be liable for delays In shipment or delivery of its products when caused by strikes, riots, �`'�.{ ^-�a3 SSP hurricanes, civil disorder, fires, material shortage, breakdown in manufacturing facilities or any other cause beyond its hurricanes, civil disorder, fires, material shortage, breakdown A manufacturing facilities or any other cause beyond its 3-' reasonable control. Any claims far damages, loss or shortage hT transit must be made by the Purchaser to the delivering reasonable control. Any claim for damages, loss or shortage in transit must be made by the Purchaser to the delivering carrier, The risk of Sass asses to the Purchaser upon delivery to the carrier. Spying Hill carrier. The risk of loss passes to the Purchaser upon delivery to the carrier, Spring Hill P P Y - - - -- --- "- -- LIMITED WARRA NTY LIMITED WARRANTY Seri85:SSP -Square Nan -tapered Stee! Foes The Company warrants to purchaser that its products will be free from defects in material and workmanship for a period of Series:SSP - Square Non -Tapered Stec) Pales S1 Nominal Height: 20' Base Diameter; 4.0" Gauge: 11 one year from the date of shipment by the Company (the `Warranty Period'). This Warranty specifically excludes fatigue Nominal Height: 20' Base Diam ter: $ The yearfr from of Purchaser that its products will be free from did'). in material and workmanship fora period of 9 °0r� Gauge: 1�^ one year from the date o£ shipment by the Company (bye 'Warranty Period"). This Warranty serifs specifically excludes fa tique failure or similar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with the Finish: BRZ'- Standard - bronze failure or simile Finish: BRi -Standard-6roreze R 9 Mounting Designation: DMIO - Drilled far l LurnlnaJre movement of air currents around the product, If during the Warranty period, the product proves defective in material or r p.henamena resulting from induced vibration, harmonic oscillation or resonance associated with the workmanship, the Company shall correct any defect, at its option, either by repairing any defective parts or by making Mounting Designation: DM10 - Orifted for 1 Letminairs movement of air currents around the product. If during the Warranty period, the product proves defective in material or [Options: BC - ease cover _ r available at the Company's plant a repaired or replacement part at no charge to the Purchaser, if the Purchaser promptly Options: BC - ease Curer workmanship; the Company shall correct any defect, at its option, either by repairing any defective parts or by making ' ° '::r "^' - • :'ratifies the Company and furnishes _ - *• :.,., .,,,, available at the Company's Iant a re aired or replacement n - 'T - - ':Handh: is Anchoc:aolt Solt 6p 9p A60 Skl P Y proof or Purchase, The liability of the Company under this Warranty, o, for any loss or , , .r..._ ;R p R ment part at o enrage to the Purchaser, r. khe Purchaser promptly H i h Pote'.5haft ... R ''.L'il e t A09, g o .. r ::notifies the Ca liability Handhoman a ..... Jam de No -:,rid fu niche :: a ,. arlssn ou x�Eolt s roof o r t of or connect rGott ''.f Purchas " e "Game Slxe a: r +' -® i .. AtPH „ g ed ynkh the des! n ma t rfactunn sale cr Ls f I s i act. w vSp ;::'90 Shr P Y e. The habiht of the ..om aa1 u t W rr I °e1"P � g (n)x;(inJ x C rc a ,;.,,, MPH :;;MPH ,.;aWT, ': 9 , 9 , gr e o t pod s, I ether the claim rs Height Pole Shaft „ � ;,; ,.P '! p Y p Y rider t tls a oSty, or forany foss or{: 3, _ Yi e n ,: - Ga LI 8 ,. ', r.. ::. _ _ _ - _ - o t x'. dame .. 9 n [titles: .:.MPH„ ..trip earlsin out of :, in ... based on coot ( } ., .. H . 's" or connected wit , !: {rn } :. In: :, ', R.. )ft., #t., ifs. tact cr ne II once shall not exceed the ,rce allo,.able to the v.,! rh o r ._, ., ft. rn. x�it :. Vrr 9 9 h the des! n manufackurrn sale or use of t r w EE ''::i { ..). (..,.) � { . ):. ,(, )... ,.t....),. ir 9 P ue of - e e Comt v part which gives rise to .. ( ) { } {, .) - �I , g , 9, s p cducts, Nether the claim is - - u.{m.} . in. : ft.= >> :: #t. ha "--]Qr the claim anti u on ex rrakion of thr kNar t -h- } ( } .iP. (, }., . ( )., (QI7F.)a: sod on contract or ne li once shall nut exceed the rice at 1 lTj "-' p F ran,y Period all su,. cblhYy sha1S terminate. The C_ampany shall riot he liable fir EE ��E g 9 p Iacab a to t e value of The product or part which gives rise to k IE� E�==F 11 a as a x 2o.D 11 3 x 5 0.75 x I7 x 3 the claim and upon expiration of the Warranty Period all such liability shall terminate. The Company shall not be liable for 0 A 29 4 x 20 0 11 x. 5 - 0 7� x 17 x 3 R a2.3 9 6.5 it l special or canseq Lrentfa! damages including, but not If mited to, loss of profits or revenue, loss of use vF the product, cost �LE ���� II - 3 4 5.5 151 P Y {� . �E��E�E special or consequential dama es Including, "_T - r e a r ...., .... ...:.... R qbut not limited to loses r ss064.6-iO31k2 Om 0 rsc ;I of substitute products or labor charges to remove ar reinstall h _ d _fective product, nor any product transportation g of profits or revenue, loss of use of the product, cost LLi 0 of substitute n <S stltute products or labor charges --T _ expo sec to and from the Carnf;any's plant if factory repair or replacement is necessary. Na wawa r,t Is made with respect E SP2D-a,t2-Y1-BRZ-I?@41 R:0-BC p aba cages to remove o, reinstall the defective product, nor an product trans aria tion i Y Y PP o% P - to parts or auxiliary equfpinenC r1a[ manufactured by the Company. The foregoing Warranty is exclusive and in lieu of all expenses to and from the Company's plan[ if factory repair or replacement is necessary. No tva treaty is made with respect Print This Page Email This Page View PDF Version other warranties whether written, oral, express or implied and shall constitute t'Se sole and exclusive rimed' of the to parts or auxiliary equipn'lent not manufactured by the Company. The foregoing Warranty is exclusive and in lieu of all } Print This Page Email This Page View FDF Version other warrantees whether written, oral, express or implied and shall constitute the sole and exclusive remedy of the Purchaser and liability of the Company. Na WARRANTY OF' MERCHANTABILITY under FITNESS S FOR A PARTICULAR PURPOSE Purchaser and liability of the Company. NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ii-�. Generate New S5P Logic Choose Different Dote Type Main Menu SHALL APPLY, The Company's products are not sold as a "ro,nsumer product" under 15 U.S.C.t1.62301. Generate New 5SP Logic Choose Different Pole Type Main Menu SHALL APPLY. The Company's products are not sold as a "consumer product' under 15 US.C. 62301. Lei M CIO GENERAL GENERAL. 0 KW Industries, Inc. reserves the right to change any feature of its published specifications without notice to promote KW Industries, Inc, reserves the right to change any feature of its published specifications without notice to promote �� iit��i product improvement and/or allow for material availability. The contract for the sale of goods by KIN shall be performable roams[ Improvement 9 y p in Fort Bend County, Texas, p p ovement and/or allow for material availability, The contract for the sale of goods b KW shall be erfornri Prices subject to change without notice in Fort Bend County, Texas. I�.i Prices subject to change without notice 3F".'". 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' H ar,„e ,t .., , f -: �.I ., o; ;.. r I. a a: - : ,:.. ::. r r�•r Capable Lutliil'BaiCB ' ( t, NFf3[Gsi) 6temel gime,l'e'd ,w"h PNMT PU Rl 21,414 3 0 l 121 _6,, 17 1 p 3 tit 265R 3 0 3 i33 �,„ Uis' .__-__— _ $ & ❑l,n,ng,fr--vaidN albkorIh Pals., Plab Pi 2W `ti - , ..// Specifications mars it iilrrf;pizc ,M1 T11s item la- an,A+ capable lurnlnairo, which has keen Ra RF MGAU 1NPmxl.a.re[ 7 Aso"Ilea"aaacapa2Pasa-esaar,=z+•A,zc3sa e,v,f° .tit n. s¢hr:cir , 14 Musts o -t24 `m a7A IT III :__ - . i desi ned and tested to rovide consistent color pa h rv°°" _._._ �"� _.,.,.r. �_E _- _-- EPA. g p tt /.hwisPn"Fr2t4,1a4, cr49Ay°ptin,'.''Is...-;atm ___., -F6r orec8nrclo '.. ,a.,ua�:'. ':: P1 2d& t 9 __•'1 appearance andSstem-! evil iritero erabilit'. ...,,p .++s"r.rand 72R,,uesUrnna'reww,pe:f.d.n,F.PFR-rEk5.°rPEr;,t°,-JAe,eiardsli edasa-aa� rla,,,fr :,,n,a,ond ,E34" I lU)7 - w Y P Y p pl, ><p ura n .,ar = :cat° _as 37 nv s 4> 2 136 wwo 0 3 Wives 75vI5 o::.� i _ �' '�+ Capable Lurninaire Length: ✓, _.-_/" - _ --y s All conf}gurat.nns ofthis luminaire mac'[ the Aou=.'ty `-` - - - --`- ---d-- - -- fIs3" ` _ "- _______ __ __ ___i " specificstion for chromatic consistency Lumen Ambient Te EPiceti ae i itna isad tA+ capable lurnfnafra, ^whic_h has been0(unl.ml ications_ orands' . -.. _. ._. .... Width: 1.1 ff, .,...'. id This lurnma re is A+ Certlfl..d Artier ordered wtl; Temperature Electrical Load � _ 9 provide e consistent co or 8" ----- L - � ,. , - "�--- pT'.'r controls ilia k"d b a Shaded Eaack' ropr d. (LATyy Ptlulti irer9 �___ - 11,o :r" i f* i `'' appearance and system -level interoperaoility.l Height: I" 1 y Yq 9 em tbrvr,fres�fmmrtv9"C3,w,elae.a omen wGa,tforsreraga ana,onc '� Length: ( I W 9 f ! QTL i]LL e' vi d lumlr-nres meet the A+ s n n "All configurations of this luminaire meet five Acuit p pp� pas;:, Weight 41 Its - - - 1'" I212"@ - )r ( __ �H c_ - _ ecification for luminaue to hoto-onuol •s,ad�„rrls-r,d°d ,iry d r.aan usaa o- z _o.nnns9h _ nau _j 13"' 1 W Brands' specification for chromatic consisterr- jr�,-.�-'r'('' Intcra e _ra6ilit 1 Wtt _._ ._ lserr e.vu aiw- 'own ... - lmyX}: lta.a ks'1 i.J ..°_ _ _s e n xR S !� -- 119A i.OAR W[ridh: , 'C i i'�L i �, ns'n taw 2a3w ,s1A _ 07M -rPA _ ,..,._.. T hL 3uminaire is A+ Certified yrfled �. L....._..._.j_-...! f y 1 �_aasv _ i1S:M This htminalre t, part of ''n Al C,er*Ified solution for ------i - _-- _ - DTL DLL equipped EwruTaves .non ordered with ftGAM's'2 or XRo nT rn, Wireless control networks, .. w_ --ptia--_.__i___.2't=_v_aa z ! Height: S;cs:' [ _ __. _ L "�-''_•� DTLre conirals marked b ash: _did back o ' 8•, 91 Weight 41 lips _ meet the A-r providing out-o#-the-box control corupakibility arc i.re f r.os ] o - 1 I r rr° r - _ .. • (., ): il..,l ! v' '-r.' - " __.-,: H t - _-_ -__�-, specification for In mind ire to ciiotocontrol ft4 25,3't! 3 0 3 tit 7F 076 3 0 R4 iE !Sat 4 tr 2 134 7B EO 4 p �': AL } 75 37�SSZ I 0 3 139 2 143 2y9185 C c 2 14fi S '. 111 37�383 7 5 :: � 11 4,5:j 3 4 : a 14¢ :' with sirn le commissicnin when ordered with p gr drivers and control options ,narked by a shadei.l FJaek_grOurtGf'! To ream with sirn le commissicnin when ordered with p gr drivers and control options ,narked by a shadei.l FJaek_grOurtGf'! 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A+ Certified Solutions for ROAM redo! re the order P a � _Po—� <Wogc:anh sf .+mmenrtls r Ml .P:ari Tenon Mounting 5llPfitter g- ma� ih Va nm,:m xarr •areal amenaau. lei xs,*s To learn more about A+, of one ROAM node per lu'ninaire_ Sold Separately: wn4,u sF9a a oeu,u n1w. nwt '.,»'u-:.ttl.''.�A' t.' < t�, 2 k 1";+:;a 4s .„sr_ze ��jj �t i i,il., ( ',; I_i:-+ r;! � a.sra" warms zaq eu' crusts 3atew• 2.31B" MIN-190 AST202W AST202(I AST20-320 Aii2039D ASf20-M190 visit A•wv✓.acuity- ran ,,,orr,a lus. I wwsns aazarc ouaag t t1.Cf Z-y(i:' AST75-i4D ASidS-284 AST2, 299 ASTA5320 ASKS-3:1 AST75-490 4'� d+L p tic pp e and onar rra SS4i1?_aC wnrA ooaxo 4^ ASIIS-190 AST35-2n AST35-29D AST35-320 A5135-390 AST35-490 i. See Ordering tree for details. ��""yy,�,4i = [ 8 e••a+ e +.. 2. At Certified Solutions for ROAM require the order �LI akct'on of cl ••F„P,w,.Rdn�a mou,a,.t.,. . ;_ wire. 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P s DtarsD .'ed w .o,"ijo 710-11, p- R...6�Isv :�li"h°s�.F°d's. .:_v,�aoa, ..,y :, „e., ._tr. i2 u,.r._. cb@1, J,t r,c:.n �, _. d .. .-.,� F'IRMF(3 - e- .;n: -- r .. v. '11a01uc„rerero, v-'hrn In:. Nil r<h,e rr:e J, - ,; - .,, s.r n, Inn• ..,,i1",�Y'C,771VIA r..m.,.:,,.vay-1: _, ,,,,,r ', .a.te r':, c;:;>a,.,,; ,•,r,. ,.,,: ua. _Eo &-Ieeel.mau:n7a.,e....rocrL.ci ma>.rt.n, tzlghL am6icr1 xn5tlena7lyd et it, EGa (asaloladAi6j° f rA,. :te.tr'di"t"Inlf:r: r e e a 1 eta ffte `fd%I;`r. '..,.n, .t» .. e,,.,.., :r:.-;.Ina. a,i :,. , <. ,,.t. OfA ',,:;, ., DtJHGSO 6ezu,reT,.•,:tr. L@.1 ,maw , P ; [vl3 °'3G;FT° r110V4Z I1 sfi?A t -.r«r n- 9. a.. , rF r I c Hit Y `,.&ulus,hiecu'Pui¢ W . ._ .__ .._... _�ry 4/7--1-A ti &II O th anew 1 C y r' 9 M12 Ph Ehr. W,004i > .- ._.. _.._ a E` v) t1�J10F:1NZ1 ra 2d, 2n,a..,,,1,-Brar,d5 c-,3hum,i-,. 41rehtsre,.w J. ae 1,1: DOM. PROJECT NO:1.004 INDEX TITLE: �EEJ-d tYJLJ 1 P FIXTUREJL TEEJIJ 37 9) JL �1e f r' t Y 4 1 �I �n r"G '�q�E'E{ ( \ -s S - , �Pl I --------- e� ---- l LE --- ----- _ 'SEE TEE (E , — ---- � � EE � -- SEE E EEC EEE � Ee� � I� �:'E EE NOT TO SCEE NOT TO SCALE-------------------- ET TO I CALE MOT TO CALE -- - ---- SHEET NO: 11 of 18 DATE: 0 r /14 17 — �_, - __ - - > - ��7 tt� Ez 0 page I of2 Page 2 of 2 - G) ') C) - 0) �\l C\J :-, ,�, C: h) Cu GJ - ��i_ I - io I 02610� , - ___ __ ____ - -,-,--- _­ ,----"- -,-- - - - - - __ llsll�,Aa,xlil, Q() - Q1) se, - 0 < c7 ., I,, "I . .— - > - (1� �,, OMMEZZ. _­ "' , ­, ------- - _­__ - ---,------ ___ - --,--- ,xav= it, Lumen Output , � ,.�'. �� � (5) , r.''. ,,_Fx"..­­­_4­ ... 1,�—.�l[�".-;"-"""�,�,��iE,�,"",—.,��-�1,1�,�,,,,,,�,�"".),-"".11-lill��111.1b""I.�, I k -ni � �.... L— ,,,,j I- �-_ � 1 .1 ceirtold,&SInetels — ­,", �­h'r, " ill, - D__ - "", I". I.... ... - , . 3 c, , - z - . '' ',,�', � is -��lwl-.�,-�".,.-.�'.11'.�.1'.11,�d-l�--�'..��,�,�l-,�,t) Terms and Conditions of Sale G� (n E I , l � , "f��,,�.�,i-,:-,,,�,,,,,,�,�,,i��""��, """, - ln_,i,p -1�.-�"-"b,��ll.,Il�,�1:1��.�'. � > - 2,lrf`� it 2` , "' ii`Yll�, 'it "W.F, I'll � C a) I . , r ,,l'I�:jr;1m ,��',��,M!iay - T RMS -'T -� (I cu) Cn ,� , ow-l�����mmmgffl*-,-1411-�MNIMI�tlffigo Net 30 d.ysf,om the date of Comparty'sm-we hateescriner,ose,pedfied-A I-ij2F,i, permouth late chargewill froodded - " � CQ _` , I 1-1111.1--1 — I ". �, i 11 1. I I I 1. , �. , ". .. 1. ... �..., .. � ...... _­ ,�­,­',i, -"I""',- 1 Square Non -Tapered Steel Poles ��,�­.ILF,sxlr: I �', Is EM 0 (D (�, — , _, c , - 11 - I 15 I �.�-�,,�,�,­­ =,­, ­­l," .,_Ot­l"­',rl_,­­­F­ 1,1,-.,-. , " , Ow I I 1- -r I � -war, '1r'n­Ta,l­lr�.. � i _­l1d,s,1r111i­­_­14 1,�"."�l.,.-,,�l-�i,6",�.,�"I - , , , , iF to accounts past due, fs) � . " , y- 111, - ­1� - ­1 I'll, -, - ,,, tral-cm I- " !­­­11. sill- �­,�,, - � In .71 i - i, blll� 3 ta - a ( " �� _.t 1:�11111 I , ot � - li-al --s lo ­bn v,,, 'Ell , ­1 _I­i F­ -tal "l," �­lal ,,, Ll I 1­1­ull ,, ____ - __ - 3 - k-Tm',t---s�;T'R-ti- i 3 --- -) - to ____ - __ ____ - ___ ____ - ___ � ____ - ___ - P CIS � 5 I 11111�;� 2� Z�� i s ,,, ­l­ __n___ __ 5"If 1 __ , , T, __�a�­ C (_�i `­ 1:t "t., -'r."'r entr4r."n- I[; ; -, 7-,r-- ­­-­ . I—— I., I 3""", _ . , � , L_ � k.165� , Pole Shaft Published prices are subject to change witheet notice. Possession orprica, shoon, in no way obligates Company to sell to st l," M � . a ai.,­�­_&4 ,,­.;el� "iblac"l- : . .1. afrut I - ­ , I Y, 1� - :y:r ,� - - In, ,,,, I .... .. isturtro, being fabricated fmin a ,Eld.bla grace carbon sted ,tnict,rel the Puratiersor possessing such price sheet. All orders are ,subject to host approval and accefEctirce by the Comparry. Once C o.", ___ - , - 10 Ill � ou I - JUN � 3 - , � .- � wrlen r,5� - , I --- - h In "cil - U o ��11 , _nLk. ­'l. ­,­ --,,[,--, : � 1: , I - . - f"t .,,,�,%P,far thick.-ofli tactic (Q.Ii96')_ The eclashaftraserial chal confon, to .... ptod and approved, order. wit be fallen at prices currently in effect at the time of invoicing, or at prices quotaill by the — 0) : � in carrO ,dlis.l b-, O 'Nc , : 12� : 24 I., .., , F 4. wl�,, . -ficto 27�­�,,�,rls, . , : , 4: ! Ili . 11'.1 , �__3'ag_l 1 I � i, I ,iIn _ln 1 C: .. .1 In I 1, .11, 1. � ,, -1 , , - 21Iar v-y� - � - ASTM A-500 Grad, C with a rohnionam year slerlingth of 5Q,000 p5L Tile Pat, Ihaft has a 11 In , � 1 - [ � p :i 16 I to ano Company and appoped bythe Plur,hape, If tus ,rderinvolves an tern or ternscoveried by spatial quorufar.-THE , � -1 - - - I I - �,� it-i lai", :,_"n �.� , - , 11 �. : �; aA74 - . I :,�� � �l -, `l ,e� ", ", � - � �: 1:1 _��,7r__J,��. I 1 1 �. : � I ... ..... . c­l,,1,6­, ;!,,d 'I", il �1.1--l'�.�,��l,-,�,,-�,11"."is �lryl.vl­, �-,��,��d��,,,-""-"I""",."-�"",.�,,,,�.",��, long L, tile le,lauslea .old slid is .1chorrinly square In ci oss-suctiorr with flat sides, ental coolor adi and MINIMUM INVOICE CHARGE SIIALL BE $50.00 NET, � ex-11tant torsional pretend- .. VERY C Lamer, Ambient Tormacriatilop, Electrical Lead Base Plate All goods $old are der-Lable F.C.B. KVV lirdoh�tde�h lnc,, Sugar Land, Te,nes 77478. E (LAT) ill, ", i� 11 " , ll �I "I lftk�' ` " , i Tl�zr,,!­ base is afra-csd fica, � ,tmacroul quality hot relief .F,b,,,t Ett'l plate truct "'ets an a -,de TAXES W " , " , I ­1­_­.­­­ a.F­­1l.­,.­­ I . . I a am ., lgric of 36,000 ,lL The author b.- 1,1es-,- ,he Palo ,ch,ft and is 0 Is ­v - - This Company's prices do -t include Feder.], state or mundersal 5,11s, use, excise, oi similar Loxes. ConsecirmIntly, the * 'I- ` Company reserves the right do add to the sales price or Its product any present or fulore sale-, sen, -cia. an .the, mpml.r , ­_, n, ,citm�nns j- ­,,�, I 11. drug Surety ste-Ificaten AWS D1,1, kieSt attar, . , ,�_. , ­7�'7 ___ no, c tax itch chafl be paid by the Purchaser, or in (:all thereof, Bre Purchaser shall provide the Company withi a tax Exemption , Fg.,.- - il alry o P, 11" tl' 11 .11, , M1 PSW, ,hN,.mfcrrr'Jia'1:'y 'Wteldcal top and hurt.,. All ,rlds are performed in secard-ce with the Anteoca, '1­E-,Fin-­-1­l.a­­,, ........ - - --r- __ I- a vivel _` ' F - PTE __ 2 -1 V"is, -1 ,"', 7,_ r,, i — 11� ___ � [,I) - , �n ___ " , � , �., - - �, I plant Circle: 8.0b" Sq. Dinc : Smil" Thicket ... ! 0.75' conduct Operaing: 3" ficato accept,shl. to the taxing authorities. I I � � ., _1 - - I T __7 , " - �, w ___ .. __ - _____ ___ _____ - - --I ,art' Q lillir:,li� - __ � � , __ , - ,, , , MIT, Consult KW representative for con-st-dard dirrociumi. , , I _ " -, - � �� X _ _ _ _, 7­,;Z I le, � Il _ -13 , " : � I 11 '�­­'_"'_______ - _1 FR IGHT I., . .= ll� � ::: , ��,.,I �� Anchor Bolts I �_ ____O�C --- � - , , - I I Projected LED Larrell Mairtarl Ali L.Ite are fabricated from -hrongrarall acienty hot noted carbon at-[ bar that 1-ts or a.1cleloo a All of the CiOmpally's products a- pirl-al Encl said F�O, B. XW lact-tirline, Ins-, Shife, Land, To- 77478. Transportation . 11 --- �1 -1 ----.-- i .­____ I ......... y,cll �t­rrth of 55,000 p,L I- properly vztd anchor h.ItE;, each with twn "gulai- hene - charges will be prepaid by the Company and added to tile ret sales price unless spedf-I by the P-hat.r. , -1 I 11 d .."' , __ - -F -�.,& I .no wallk are, a, forunti,ad .ad shipped .ith all clubs mr-, otherwise ,pc,ifi,,d. Anahar bolls, ,hLIA I-, ROUTING I f, � � 1-1 ... - , I Mil" '1=1"IIAM "". .. . I tile th,c.d,d ,nd qal,.n,z,o is raini ..... . t 8 rualla, In accordance .Ith ASTM A- 153. FLIJV cal-Inded Tho Company will .inarty ill. method and raturig of all products to occurs the most efficient and economical chrIurricrit in I - - �� j`w`p, '_­ 1-__-,T, j 7.-��-J � �� Z�t M%'Zii .�L,,,�l��l.,-In,,.11,111�1.1111-�l,�-.,,.d,,,��,.,,�.�l. ,onchn, fults are avalablo ,.sea ,cq-,t, thellnif of the Purchase,. The Purchaser xhll assume dI)arges for special services such as cartage, air freight, express or 14 f LO.74 �i: l4i�� Handhoie multiple deliveries an one order. V, v, &I � _�: _ ,- An ov I reinforced gwiletb,l hanuhnfe, havirld a ficml,a[ 3 " a 5 " inordis openina, located V - 6' above CAN.C'ELLATION I I O,a I ] � -Tire ridust consert of if a Company shall be obtained prior as a cari-lint- of any order. Cancellation at an order .. y 1 4. 0) , -1 � U-Mi, , - , , - - -,- , , - - __ - ___ - - - - __ __ __ - - - - - - - __ - - - - base, se-dard to all poics. Agmundlaill provision is located licsidedie handhDr-Ing. 'I", / F "I'll, i s.bj sic tile r urrhaser to a cancellation charge based open fei.pc"ex already incurred and cormickrucal, made by the I I 0 Ali,, - , Finish Company. 1� V I Standard - The exterior surk- is ch, a red with on an,al,no ,lose tri ccur-ic li-fecis -arannuarts and - ,--- '� III;% "", - "I lq, - shot gra"ed to 'Earchicat, ans . pti,ugshad by tile Steel Structure, Painting Coural Stand.ni, S5RC-SP10 R URNEDGOODS .1 T-sibra- #6 _)(F2 �_ff2t� =111t,". , I ,_­ ­ , " I l. I tro"Z1111" Tenon Micarratirig Slipfitter- A ­ .A. � - �:: :� a ;b­ Speolific-Men reque5t and arrangements roustbe macla, In advancefur Forchaserto obtain creditor replac-cantor "?, EI,,- -1 x_ : �::­ � : 1-YO, ASKIN MT20-280 Ash!t2di MIN-RO ASUO-ND A5Q049O _L ('aa, .1-han) the e.ta,,c, ,,if.- Is ,hernitalK, preereauld with an Iron phosphate conlarsion coating then material returned On materal accepted fill redurn, Purcriaser must prepay return shipment e cking . S 1P 'N oe gus, ,ies�-�� :� j 1-7,Ia A111519i) AS,edn ASU5,22it Whirs AS725-190 AS']F-4N ruled with ambient fresh water racturipar sr,00l sxf,ctarrta and scalars fornalog a di,y light al and pay minimum reste S .- .1 : , �� shature l,eling. A polyester thermosetting powder coating applied to the surface of the substrate to a filinge of 40'a, Plus any charge necessary to raeork goods to a es,iiestile clandition, Custom fabricated products Ily : V`_ �� �Dflxfo � :: : li: �:�: C Avp,�19rr kq37-ah ASIBS-PO AL,3-�le lST35-390 A5135 4IO 1 1, cri P_ , 1 -7 1 � clutillurn of 3 infl. is standard arl ag cula, firi,h­ The okemal 1-face nal,diho the sa car coated area P - I i � I tfle - ­­ e­­_ t ' ` .-'.".- - �. ,_J1 I s adal order are not ,object to ratum. -1­­',-.­1­_1-.. � a the base -land is acated with fesigi,U-, a thpinnoplEntre hydro -ban ra.da system spoi,elly f.,mgl.tad far DELAYS, DAMAGE OR LOSS i "I'll"1111.7111,_ 1 -1 application o-r catucated ,leel s,rf.,,., to p tbi,thasse of 3 rhils. Th. Internet earn" halt cargarn The Company is not and shar net be liable for LeIT,s in shipment or delivery of ite products when camend by strikes, noU, — . I_. I - lf� "I'll""i, _­_r­.,_____r­1 ­­­­ ­ .. . ..... ­­ ­­­ "--.-.----- ­ ----- -- � ­ - -------- _­­­­ - _____­___________ __ - ______ - _____ - __ ___ ____ il ' a . partial -, ,act.. unh,bit- and ,c capable of passing 1000 houla of ,aalt sprat, ex.peoun, (ASTM B-1 1 7). hurricanes, civil disorder, hires, material shortage, breakdown in arseimcfaccuring Tbohha5 or any (Ifer cause beyond its FEATURES & SPECIFICATIONS � SSP mate-blin contrel. Any clilmice far denreg-, less as shortage in tunalit most be made by the Pa"rChaser to the delivering al 11,111E i ELlrusi-i- carrier. The risk of less passes to -lie Purchasan upon delivery to the set dr. � -,---- -,--------,--,---- --------,-- ----------,--- ____ __ ­ ,---" -,- ­­ , Spring Hill Ll ITED WARRANTY If T,,-c.��,1,,�.,,�,,,,,i,�i,,,p�,�,,rd,.,I,,�a ­fi1-f.rl,,,-e1,�6l1l,l ...... U,r­,�­­, ­,;i 7,­�_ , ��,�,__i�_�,.�.�,,�_�e"".""-,!,."�ll,�,,�ill,� ... ­,­.,.1­,­l,, - V lrmmy�M` " ­4,�rc �) ...... l'-, �-I'L��-,�,,�,�,",�,1,1-��.fli"L�-� ...... ­,,­_,1­l, ' _ I I 'L!","­ ­hl ­1 l!­_,,r­­, ll,F.F1­u_rF­, ... �J 1� ,­t ­l ­. ,I - — The Ecarripacy, ..mants to P. ushisse, that it-, products odJ Ise free from defects in material ,and , itrimral)SIlip for a periled of i 111''I , _ _ 111­11111;­ ,,,,,-,��-,�-,,,�l,,,�".,i"",.,,�["I�i'll'I."��,�i cre" .4 'Ili ll!lf - 1� I'�,�,��,,�,,�,11,-,,,�ll'�""E..'��,�,�,,,,,�,:,."�,,�,���,�,�lI � Z_ _�­_ 114' i � H op iF,4w,.o­­d ir, cJ,,n,,­li­c.­O.F,­ .i I ,-F�--�,�,,,,,,!,�,,��,.",�,-,"�".,,"-""", "r, "'I"r, a--- � ,1,rl,,,.6. T,­ 1,,,r �, �,� I - � PI-1 11v, 111'­ TI p � �1­11.1,­Ila Sell I �Ssi- �sg. _-�, ,- 11111.1 ,77', Za- _____ one year from the date ofshipment by the Compact, lbse -wairceroty Pairledi This Warranty specifically excliclas, fatigue - - r F I -I_!,, 1i _.a. : � � I ­­­n "", " - I., .1, 11 As�. ,,,,,,,,, -, ­I..�,­­'o ,,,,,, Ill ­w11,C.Lt, ,,­1u�,1,­­tu!E�E1l.r,L Nominal Height: 20' Base Diarrieter: 4.0" Gauge: 11 fallurecusmi phenomena resulting from induced Allston, hi-smi-ollatirra cruEscarancla easo.cfated .th the Oil, ll�, ­1111murre I awar. �,,aua Ill.,, -1.""', la, ­� . � ­­!, � ,r A-n-- I 'll- a,d ­.­1 11-ralls. Finish: BRZ - se,romr - thon- chrolempent OF air currents scandal the product. If during the Warranty period, the product amVES defectlVe in material or P � Is ., , " , I , 1 � , �', t 1 2 i l I I r r � I I I I I I I 5 i L I l I I I 1 , I I � ,�; ", - ­­­', 1, " ­­11 ­1 li-l'-, ­1 1,1­11--i", 1". 111,,,o , ,,,, Ill', I TrI 1111,1'1-,I. ­_­,�, I ...... ­,­­1 ­� t." ­­l,­­I,,l­, , 1, J Mots Intl ng Designation: DM2180 - DrEllad far 2 Lcisc—, ,el 180- .or ,unarintrip, [he Crgrpamy shall aaaue,l, a try denser, a h Its spring, ehiner by repairl ng any defective parts or by nial,ing I/ P - l,,,,,,W,l.,r­,1 ... is ... w -ItF�F­ .. .... Z",�',�,,r,���,,��,,��,,��,,r�d,�. lh� � ­��,�'i 1111-1 u.­,,­­, "n, � 1.1t I— '11"I"n ­ .I-'-- -, available at the Company's plant a repaired or replacement _� at no charge to the porChap,, if the Purchase,, prom -[ r --- , , I- � I I � , ­[,� ­-,i�l ... _b.y n-bl's - ,,, id,nrl--r, d-, ; -, - I , ­ Opticgns� BC - s-or ace ... net" ody 0 � F- � - � � --I _F ___;_1 - - fi­�%, � ill "', '­­,­­,­ _�.�,,�t;""r�","�,�,��'i'�i.�i.�i ­­j, " , - � I I I [ i � � � I I !� ! - I ___ r ­1 11111 �, lr�,j ­­ 01111,1111bi 1­h1111Li1­.).11 11,� IIFI,IAI,',i IF, � cunishes proof of Purchase. The "Llity of tha, Company under - m- N ,,, _1 111.1 - --il-­ _� ,_� - 11 , � __ . __ I I I l� __j__1__! _�_!., - ,� I 1,�:"],"�,�,,.-,,,,�;-,�,.I�."���,[,=��,�"1".�.l�'�.,1.1.1�l�,1,1 ­­­, I ­11 .!as tile Company and r this Warranty, or for at ry 61 -_ � ____ a �­ I I , � . '. c, .1 , ,,,I,J ­,­, � ,-Iii � a. " " � ­111.1-i'll', .­�,Ipl�,,,, '.."'.1 ,,,,,, '­­ , ­i.r':, - d Image arising out of, or cram,errhad With, the desigh, manufacturing, sale or use of its products, whother the claim is - - ­�:, � I � r___ 7 �J, 1 , I ­ - I L­ ­0 I I �� 1, rl�I.'.,�� ::;.;::! . , I : � r : R . I , I , , kiLn, ir iq� p. � ll:a:O;4� P : s.) : the cann and upon expiration of the Warranty Period all such liability shall tarrin' ate. The Company alrall not be liable for '� , � a , r, � _ 1 - . - � 1 - � l " � - - �� I i,, i� ,�", , , . i te I 11 � , . , i , , - ,� �r'.�,�.�F","�-'�,,�,",�,�,-"��, S­.­r­l­�c­,­­.. �,,�,,�,,"a,T,,r",t",,�,��",,","d-, r I �l , ��� � �c *������� ��� � � ( lin'l ��� ��� - : a - M,­ ,t;n["F­l I it in I csn.G� . Bright I , ��,� , i - - , ,�I�, I , �0 I �'� , " i 11 - . _1,1 ; , '. ,'I'l - .�U I _:__ ,,,, , , I __1 ul�111 ul - 11, ,c­1 ,,bl -1;­1- t 1, 1i 1-1, I-, 1 11­,I,­,1 ,,­1 � ��'���c *������� l: � 'E" l 'i , - � , 11. i r rylie :: � Te be, El on contract or configarge, shall not exceed the price allocable to tife value of the pi,colln:t or part ,vicilch filvc-, rise to - I -111, . � r z, ,,-, I 1 � e ) 1 , , Al". � t �, I I "I 1". ""In- ::: I I : ". lb I Al" I 1 r , I - spi,eal or coh,serpreaffal damages cal but net limit loss of profits or revenue, krac ,of Else rar tile product, cost ,T" OV .11 1-1- _­1.­_­- - , - -r I �� -- Ill, ­41, �­­ 1-111" 11 1,11 ill , I,,, ­l11,1',z"O­ .... .. .. ,, - __ r, IF ,l — Y_E11=-3x E _�_UicE F151:1 I I � �, � " 1 ,�a.,�,�,.�,-�,.�,,�l,-�_",,I�ir�",,�,,,�', F.­rr '­,­ �jlr,­,, ,", ­ 4 x 20.0 , - - ", -I - , 'r 11 " I , I "I I L'­­­,,,,­ ,F­­­,­­,­1. ,1'ul­l­,",­, "d ,�iLl.­ I ime'lall, ll lkli­­ - r,1c,1HFl?­, �­l, _ , � - F i ,�, 111­1� s , I I '� _ E 7L_11_11E of substitute peaducas or labor them - rained to' U :, i " 'a-_ - I , 4 - �. - __ �� �: ­Z.1 �,'.�'��lil�llill"�'�'�'���'�l.-I���'���'l�'ll�:L�l";",I )1­1­ 7 � , �.l , _ _ �, � i� -_ _es to remove ch stall the defect- product, act any cracker transportation __ � d, - � , _� I , I � � i 1; , I i - , ; .... ::: i . : ��Illll� I ::: : : ��� l ll�ll ,:�:l : ': 1: : � : experiss, to and from the. Company's plant if factory repair 0 r replacement is necessary. No warranty is mude with respect I 1 ; � ii - -1 I � a, 0 4. , M L . , i l al I I "I 3 EMI::t�: 7777 ll::��::Ss 2 � o ii� ;: � 7=1 , - , , f I ,. - - __ L, _ -1 I ­X11o1I1.1­_.1.r..1ri,1 P 6kZ PM;180cwBC:I:iil::l :: �: :: :� :� �: :: � :, I � - I _J .. .... . --- " � - __1 I 1 1 -y equipment net gramikiet-rad by the Company. The foregoing Warrenty is exclusive and in licit of all -I Fl -- --- 1, - - � , _, I , . I - - L , t F I I : I oslies , __ � � to parts or auxtrat , . - " - - - 4 ... 1, 4­ic ,,,;-,, ­1 1.1111, . � �, "I _� �"Pl�,�1.1.11"!�c.,�,�,,E,.,,, I �".'��."�,'L."­ ".,I C ... l�""�":)��",�.7!"�Z,�r:��r�t .th.,,,.,.�ti-�k,.th�,,,riLt.�,.,.]. c.pressorimpfied and shall cogetitute the sateltildexclusiverennodyefthe .... "'T"i" , , ", __-, ­­n'­1-d Lsr�t,rr­r,­'.�­'.�­, I ­1 , ­ .... ... ','.,­­ 1, ­ _,,,r,,,, 'L Lie. No. 33028 1 ", W__ , lc 111­. ,.'.,f er­­ i- - 1- Print This Page Email This, Page vild. PDF Version Purchases and liability of the Company. NO WARRANTY oF MLRC"ANTAm1l r Y CR in raEss FOR A PARTICI)LAR PuritICS - � n,,.,,I1clr4­. �r " 1�,",""u,"11- , -�Z;""C"�,�rr�,,�,�",",,,F(",���,�,�l� ...... ��, � ....... T", SHALL APPLY. The Company's products are not sold as a "i-canler p,nd-it" under 15 _LS.C� 62301. 1-6 � -, ,,,.",�,�.",,"tl.."F�,�,,��,-,r�",""�'j""�,,�,�,,�"".�"",� , ", " -� - -5, -E-- 11-1-cl-I "I I. ..... ;,��,vl,�,,�""j,�",t",Fl�", ­'l,"", , , ,_ ' "',­ 11.�l"",d":",",�l"l��,���: ....... �,ra-,"�,'��,�-,�,,��",�,.�,,-,-,�-, .pt.1',�,,,,�,,.��b���l,.d,,,�,�z,,-�:,,,�,'-"�,�;�,lf,,,,,,�,.,.,-.i-..,,,,,,�,,�.z�, t 1,�,�.-�,��,,,,,,��l.,�,j,,."",-��"zI Generate New SSP Logic Choose Different Pole Type Main, M ... d , 11-lmou". ; - ,51, E F I � Kill Industries, Inc. res-se the right to charge any feature or its published spoeficaltions withaut Pence to prrmate 0 ; p cda,t improvement andfor allow for frictersal avehalblilty. The contract, ferthe sale of goods by illy shall so performable �� , in Part Bond County, T ... c� 02/28/18 11�1 Prices s.tri to ,h,n9v -thillit ..t.,e V, - r , � I I I . - ­ I - -1 ­.- _­­ I-.-----,- - __ - ______ - .- __ _ �- - __ _ � I . I I & liny'AUP&A Z­,,1k­; W.y � v� ... l­ Q­,­ lanno - Fit, , � Ell -­­ , � ,, - ,11 ­11, fA .2L '-r1ll;1­�k­1­n1r­­ 1111111,1--1 rZ., llllrl� fA 11_f1_�1ytay`1rfA f - �s -Ill- .;,-, � cll! 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Output . : ­ I . 9 � � , : �, � Contreh, & S�hialih I .... 104,-r- - ,,,I',,,- .­­­ull11rnl­ . - 1-1-l-l- ,�­­, Ell. nml,,­r, r, ... r, ­ll r. lr­­ .'­ " L�b-no I L----------- ___.________ � . I �­­ � "'i", ­­ , , t ­',w 11- 1,11 all ari'. 11 -I I'llaial �l.-I'_­r- .,,,,­1111,c1,l1,­l lia, 1­ li", �� ,,­,1,­r­ ­ ".., N � (M '. * I. �, ;il"'��,,�Ir,�, zt��:,.=,=­l' � " ,_�-,-,,:-,��_��_­�, !­- . - . ..... . I I l, , Z - rll-- ,iil9� ________.___________ a A * ipu­ ,i .R � �:,��L,f��.,),:�l',,�i�.�7..,,"��L,�. � , � � �� I , -n-4-1, Pan-r­ 11 , , I I I loal '11­1 I_ .-----.-----.-- I- ! i � s.-ris"", - ' W_ evri- 11,,.,� �,�11.1111-�lill�-111.�l"!,.-�-,,,,,�l,,,-�,-- I § ­ 11RR,2'%'�=JNE_P&"4_Mff&W.ft1 � � ­ I I �:t 5 ­-ew-n. �­!_­ ,�,,�l-l�,�,4��.�,,-�-"�",-"�,�--�",,,,,�C,l�-1, 11 il �= I � 'l - MM I I,"- Capable Lurninaire i, ­­­ "I, I i" l=11 I , L , ­l� 'l,t", ...... Fi7lir-1111"Ll _4 1.1__, . a,"'.6 $w1L­Fn',­;­_, , 7uvxl,Tf, _�c­111v_1­_l,; � � %: � i , I , kIll- , ll 11L. i le _L��, I l _11A -I "'alloll r_1l1­­­,,-,vx­rae,rEI1 '7M.",", ­­ ,,,_ i_.,Fe,,­ ­'­F, 1 a --A,___ Aali­ , , _t"L � - _i- 1,8 ,111 - - i _0 - _7 I , I I -1 --------- 1-11 This it m ie an Al -lbablo I -mat- win IF kl, be-,, <W Capable Lurninaire 1-1-11F, -all l 11 ---a __ __� _.ul­­�VL­ J_ I !­-r- -I ... __ � ; - ­iW., Specifications __*­ a -d O,,,j t - � ":,"i-ro, a is-'--l-e-ass-not el cii " ­"-_,�;r' r "' 'r d -Iqi�e ­rcd in F-id - l&lllst,�`L 111131 N The tem i� at; A t cavablo lum-inf, ,�idi ,­ bFan ­­­ 12A!-,- 1-i - ­Ll - -_ _­ , i I _L E, "', , ­­ ­___­_­v­,­. i , ll:i::T��;7777_7=�� 'im-7 7,77.77:r-rh �;, %�Ml , � ; I't, ­77t fiJftl cipac,"n." End ,Y,tsmJ,v,I h,l-p-lblily, drxi,�L,d bFd tested to fiscindec."'cu,na 'ex, 11 1 ­,.ir'42,r­,,_ :i: : li - __ _-L- EPA. ___ I . ra .1 7c. 1 1v':=1'1'I : :,� to �io; q :l,� !, %;� 1 1 1 1 1 I � E : I M 11-1 , I �� . , , � , - Q? ft I app­'­ and �y�L��,-�,,,�i;"-,e,.r�,.bility �� ­APa* xa,c , no,"., : � , . :� � : , i : . - I Specifications I i � 1­1,­­1­­,, - ­� -1,1111 ,­-.T,11­11f� - ,; - 1, ., ., ­l , o,�� ­_ - - ­1 - - - _�. � -r l i , ) - Ail rl-intgre.-t� u, I ,I, i'llri "le', �Ih, A-ly EPA: icil., , ­ - le I Fir Le,eox , I ­­­­ , Vv - At ­h;.g,­0 I - X"?51- _J_ - - � % _1_49_ -2- 0 i _T __ - .,%I--- - r- - t - � - __ -I " Bic, Fk, rp,,Irfla no,, i.-,- lclz c ,,,,, �L­r/ - ) ) isofth' hiu,,oamEaIH,,A.11t? ��,�,,,���,,�,�,,.,�,�i,�;�%,��,11'�i,,,,��,,�, 1 H 1. V ...... , 1 , �,_ -_ -_ - 13�ixlr , I , I , Ii 11 __ .1 - _J�Ilc` _2_ 1 I Ill - ' ' ­ --- - na- - ____ -- - cd- _!fLL_. - _L _L ,7',. le� 0 L"th: ,,,�,' I , rdd,oplr,, ati"f.l�h,�,�.t,c,.""-Z"�,,I ,� 11.1. I F 1 ;32 Mal , I ::: . r _41-1-1 kal-i Wiatil 114 . THc krnirniul;, At ,-ackbd ,he , n or de, ed ,A 1. I 1.-.-L I I . _____ tc� 1�� �: li,sraci! , : " 'E'l r : 2�, -T- -. - I Of !_� '-polli ni by . thaaed be, �ieclnd. , l... - � , .;, , , , , stArl'id , "� � ll "n, LU I.. . . , - rt,!iml .., ��i � l:�.� ::�� 1. � be _-L. :1 _h : i,-� S­5�-,, 7h�� 1 ­­,, I 1 3,14' -1 ru . � et dk , a k A , + yadel: ill' ; 1, 1:j'nm�;,o is I , co , .r­ c-lorwd wi r, , a ,, I..,; ,,� � , "Ill 11,�] , Iii 33 gl�l ��.f'.61i7� i: I : ,: I : _ I , -------, 11 M 1i ., A- DTL- carl m.Tk,.,l by a rl�ada, !�&Voa,d !�!�ii� ���ii �i: ... . . _2�2 � ,21L - 7____T:____ , Hear. ___ 7-i L)TWILocolp .dlu,lili -1/4' � , ,fl�l si-i J ,�i�;,�, ,1,� _____ ____ . kilaght L Eirt, Di�l-,�q,,ip,�,,�di,,,�,,�i,���,e�tth�A� Ef_J ... M _ililtl� � 11_,4 1-i 11-t I - i Islacideat-, flat tnur-a t, ph,,,,ll,,lI!.! 0 1 - la-1 i W.lgh " " 1- 'g— Zz� ­"r_ __ I =Z== cu—p—bilky! FgFF to i � �, -f ------ - - nsofi- , ;in t,, Fl,.t­r-,.1 Lurren Ambient Tornmicatore Electrical Load I.W:, ,.�,,, - _` E=�_�� H I - - ',-his ­,;neura l, ticn,cJ ,irl A r Ce,tri; 't , , I LLj VAR'lil 26 in, ?--I ---- --- __ - - === in a, p-bilayl Milltipli. ...... I ­­1 - I i ��T�=_ !!7 - 'Mol- c-ct" " _L_��____ J I , -, , a �VM_�, I , 0 ,rilvir 1 ,_ _ _ �a_` ___;,,__ Ot i - 0 , r�­ far I ... I,- -_ =-' -,- - ____ ----------,--- - - - __ , - - __ - �l - ____ - , _­ - , --,-,- - __ - __ - ,,­l_,,�­'1,a­n­i ", ; 11 -l'oul _nV&____019�si,_ V­_ _.n_m._,1__1W___j t - pr-i'lirg c, clf-thr-c,�,, 'ont"I caurp,ol'urty , I A (.-): I � EZ -eg,9tPate __ ­­lv�v­',. ,Fil­,� i, 1­­­�­ ­._,�a­ r", -1", .. I I ; ___ fcf R',)ANIP ,, XF.Iry ,is, -1,­-, _r1_�___L=_T_!) ny Ls= .,�!=nh [-- Tcn,r,w 46 ki- Tenon Mounting Slipfltriar� IM, =11112 1, ul . Th�cI,­ipain,l­an.fcrAr C-tol3sclutcn�., , 1� � -, 1. i "' 11 101 117�7 i �_ I R JAM7,2 at Xhuntra Wile[- r.rc,H letocirk, F I 2-1� : , 11, I � , � "' �: =OK-MaM �Il MY M ii',`� , = - m " �, I - _r�� T � �_____ __ � L­ : ��: 6 , I AOL '50 ASHOA% - i 1: - -, c, ___ I'-- ­h ,imple ­aualan,�lln�, ,ho, s,dc,cd o,lth st-i'ding r-t �ATII8 box contoi-apadmIty " �__ linx� : TO' Wells ASIclso Wlaha xTacl, ASIXI, L - - -------- - apencle, w_____ __ Z '164K , : _,., - -0-11A -_ " ell ,­ and ,enn.1 opti-s ma:1,.dby a ,h.id.d .Ah Lr,pie ,­­nl�,.�­:rc ,_ 2 7tc AST25-19 L'125-2cr() MTE-190 Alln lbi Ali DO A, pla � " ­ I ;,.:..�Il': 41 sT35" AmSTO 16T351Y, Alac32, pirh�rr A,HS�490 I -luel-sn- _--eyL - --ale.- _-Ma_ 9lat - - Jk iral-_ _"�_ __, ,han .rdeld .nin �ehr� ]��.: , ii --I I., 99MMM" � __ _-J, ­ 1p: Y!:� l i l � ���::: �� hIl ��:� x:� ii:OlIl � �f�0�10il;�dl c, i� "t " rd c-licul upti. us mafl,Fd by a 41hpici � ­1 _pa i : l a I'll- L, _11V1111l' ���, -Ili: : QILL: ilg:::h� : ll� � I --- ___"`­ __2EL� L, , ti,Mig_�Iliuv,d, I- ----(�_�,-, "' ":�','_l,',-",F .... is, ...... ­=­,'-"� � ....... I' L; 1 _n -h", -Irw�- - ll -" - _TAci _­�_�­,J��_I 0 a ___­ I— 11 _1F7_ .1. I—, - 11 _k_,j , lo,4� _JZA.... _111alfc-L. � Tol,,s,nrnc,abItectA+, , " " � - r , c- , v ­ , ­11, JaIe., --irric"I .... 1py.-I ­r� ` a, , It I "I I ­­ -_ - - - _1 �` , - FOo, , I I a. I I 1� � - r. �_ I _mE, - - ­�l ti", _*_±M� !g,u­eroa[L­LA� 4 -.--,.,#, i "r - 'i ­­l­­.1L1i " IL,r 1� , o - , _�cra_ _Ttcv n.- , , " 'Ic t � ... JeckdyLry,_mhLc,nL1AdJr.­ -it �yl,,ilue'cwe"hg I_- ___._____. ! ­­�lrL­ - I_ ___L _r___ __� I - _L­ - , W -l"I �1�� _111L._ - 12-1--, -A I lzl_ ,,, �� , . Se.,.,,,j,i,i,,gtr,.,,.'�.,,J,i�ll,. ____ ,- __ - __ - `1_i_'��__ __2_l� V3 1 Ssc, n,foling ir- f,r dam�k , - , - I - r - __ ___�_ Projected LED Lumen Maintenance - O',, 2 Ai C,,,1fod I thr�­s is, ROAKI ,,,,i­­ th, ,�,J_, _ � --- ---- � , -3ey - 11 -2ll- -_ l­ - i ,I cri,�l ROAM.'ehap"cri S:ddS­a,u,,4y - I `­ - , `?, _____ , � I nF­RQAId ,dl, , J.""it-, sold stol"irdly __ - I ­_ , "�[ , ­1 2 A - C­lfilo S,I,te`l fc, KAM i,, ........ . � va -Jrll i- "EMIMMIN - - w i !Q l, P, i, t co .1 I I 11 I Ku,.WJ1_,s,Is Lb�ikti,_Qll DLI. ­-­---'----­- L'---- ­­­ _­­111 I ­1­1 ,__�-_,Z-,- -- 1­ 'L ­r.­­F­­,v.'o­u ­­­.,,­., � � � I I I .�i I :� �,]: EMS= RON "L_ ­_ -,-- -,-- - -- --- --- --,--,-,----, ,------- * I #* ". i,I. 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I SHEET NO: 12 of 18 1 � " T : li�l I A= � ' L " ' i It I F I , - I . .A � , - -1 -.- i. q i - ._' 0 . 17 i . :IN ! - , P. :6. . i � I ,.r , J!�`,, 11 � P . � 1 6 ...... ­ - gM I Z Q I I I 101�!� r l 394 � rj:� :,il'_ �_ I 'L i : _ - -1 __ ! � I r7f,11"'Ilk I MMW I =11 all, I I S - b" A)K - L E D '�_�) t Z E___ t- - V(:_�' - 1'-'E - I- 111111 _ .---- _____________________ NOT IF SCALE I I 0 - . DATE: - 07/12/17 --1111 eL"dit.— / n r �j1�1 ��Ilil l�t'll�\ /1��i1\ ttll�'�\ tl�/i�\ ;/�1�1 ii'f,,i►\ J r, r I is t l 1 -------------------------------------------- TROWEL MARGIN — 3/8" AGGREGATE CONCRETE MIN 6" OPTIONAL DRAINAGE BLANKET OF CLEAN CRUSHED STONE OR CONCRETE WITH NON —WOVEN GEO—TEXTILE TO FORMATION AND NEEDLE —PUNCHED GEO—TEXTILE COVER. LAID LEVEL FOR SUV-GRADE FILTRATION OR FOR RAINWATER HARVESTING 4' I i 'S E F SHEET _P1:> F1) DETAIL) 6' SIDEWALK i �l r I` I ` �i� ��i► j111\ /l!/rt��tflii AifH Fi((C1 =/fjXw1\x? III I I lI lSTANDARD EDGE DETAIL EXPANSION JOINT AT 1►\ (li �li;i(I (►\ �Q� , ,I�; 3. 50 FT. CENTERS TO _ t�J��111i,/I/il r ► , I �41 ,If�Sili IMPREGNATED FIBER BOARD M ! r — 6' MIN GRANULAR SUB —BASE 3/4- MIN. ill IL R)av1rAL)nm1ra1l 'All MIN GRANULAR AGGREG TE r" r''�` w� T tr w r r r r r ► r r ♦ w w r r w r r r r r r r r r ♦ r r r w r w r • (A- 1�;�-��� �i �•�i.r.i.�i..�i.��.�i...i....i.�r...i.�i...i....i..�i.,�/�...i..�i...i.�i.�i...i.�.i...i...ti....i....�...�i.�.i...,i...i.�.,i...i....i..�. GRASSCRETE DETAIL —US STANDARD GC2) GRASSED VOIDS SYS P i 3 NOT TO SCALE ON, r f Lai L6 { / z? va fj/ g (A }, tft• 1 t f < r; a � _ __cmn i i kinnn I-IUWW7301[7q-j 1GRASECRETE DETAIL —CROSS SECTION `tiTYPICAL ENTRY ACCESS CROSS SECTION P] SNOT TQ-SCALE --- -- -- - - - - *PRIVATELY OWNED AND MAINTAINED PROVIDE FILTER FABRIC ALONG OUTSIDE ' EDGES OF GRASS—CRETE AREA GRASS—CRETE DESIGN BASED ON CBR VALUE OF 4. PAVEMENT SECTION MAY BE REVISED BASED ON ACTUAL CBR TESTS OF SUBGRADE SOIL PRIOR TO PLACEMENT OF LAYER STONE. 90' — ELBOW 2 SEC11ON OF 4`—PERFORATED PVC WRAPPED IN FILTER SOCK TROWEL MARGIN 3/8" AGGREGATE CONCRETE c� 71 -,'� "71 0 6" .,,-70 6- /-7 0 Q 4" SOLID PVC PIPE TO DRAIN TO STORM STRUCTURE #10 (No Parking) 47' 5' 4' 26" Curb To Curb 4' 5' 10, Sidewalk Planting Planting Sidewalk Strip 0,5' � 0,5' Strip 1.0, PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. Typ• T.5'yp. 1.5 SM 9.5A , 0" BM 25.OA Typ. Typ, PAVEMENT SECTION MAY BE REVISED BASED ON r CG-6 SLOPE 2% Si CG-6 Install sidewalk as ACTUAL CBR TESTS OF SUBGRADE SOIL PRIOR TO --.. PLACEMENT OF SUBBASE STONE �- `� � � shown an plans 3000 psi concrete F I i with 4" stone base. {Typical} COMPACTED SUBGRADE 8" VDOT 95% COMPACTED 21 A y 7 l y` ,a } pw,..,. NORTH BOLLNU LHIV�� _ - __.r...,,.. TRAIL-r._._. .��_ _... _..., BEHIND w _. OUTE 29 ---SOUTH- --- - - --- ----- — -- 1 + ,avov[Nmvv U vuv i 95% COMPACTED 21 A PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. PAVEMENT SECTION MAY BE REVISED BASED ON ACTUAL CBR TESTS OF SUBGRADE SOIL PRIOR TO PLACEMENT OF SUBBASE STONE. ONSITE PAVEMENT SECTION 1 475 47 IM-19.OA 46 46 SIGHT' DISTANCE PROFILE LOOKING RT/IN RT OUT SITE ENTRANCE VI1 -IAEL F. IvIYER, /` Lie. No. 33028 02/'26 f 18 "'- aNA L WESTFIELD RG � � � SIGHT DISTANCE PLAN 4\ ` P 1 J, SCALE 1" = 30' ACCESS MANAGEMENT EXCEPTION APPROVED BY VDOT ON 4-14-17 TO ALLOW 235' BETWEEN COMMERCIAL ENTRANCES 30 0 30 60 90 SCALE: 1" = 30' n75 70 65 60 D WIDTH VARIES 4,000 PSI Concrete at 28 Days n 1011 Y, X COMPACTED SUBGRADE - 0 12" 1Q" VDOT 21A 95% COMPACTED EACH WAY TYPICAL PAVING SECTION CONUETE PAVEMENT & DUIPSTEP PAD /•`�P I J% NOT TO SCALE i ■�I >r� DOM. O NO16.0042- INDEX TITLE: SPI 3 NOT TO SCALE I " = 10' VERT, I " = 30' HORIZ w1wadlamme 41 90 2-4 490 485 . _. 485 iL_. . 480 480 PRQ1'. _GRADE .. 475 _ _. _ _ . _ 475 ........E ISTlNG--GRADE...,_ 470 481&'. ?_. 4'.. SDR' PVC 0 2.06% 47 Q 46561 ___ _ . _ : 465 61;87" = �" D.I.P.0 106% _ __ __ AmterLke .qTi _....._ .._. .._... m eICY 0 N 455 _.. r 455 450 >K_ _ _.. — N ._ ...__ __ . im 450 9 75 10+00 11 +00 11 30 470 465 460 455 450 445 440 435 430 425 420 415 410 405 40C 39a 39C 385 380 EX)1 C N D E E Ed PROP GR DE" _ ._..46,37 - .S...SDR26.PYC'.0:_.0. 5 ORIaI PIPS _7—$ 8 PVC -SE 1tiRAL TO BUILDING 8 - SDR26 PVC 0 5,= 1 .. 1 p / EXISTING GRADE , -ALL _SEWER_ON- THIS -ROFILE TO BE ,. _ .... _ . .MAINTAINED. i ca , J Z_ .............. i a io+oo 11+00 12+00 13+00 14 PRIVATE SANITARY SEWER PROFILE (EXI — E) 485 480 475 470 ` , 465 n SfatiB.=.1 a _ 86.23:: RLINF= _ _ .. _. PROPOSE) GRADE -.._ ._elev .. ..,...._.. _ __ .. _. ::. IXlST1NG GRADE 460 h 1 CLASS 455 _.. _ _ i � _ - ,+NA SKEINS :. 4�. DI % 52 _ _VER WftNr 450 2.766 NOTE: USE RESTRAINED . 445 u INTS FOR 440 _ _.. r Of 435 ++ _ _ _ N N N ... to 49° 75 10+a0 11 +00 12+00 13+C1(� R�t1TEII'URP Pl FILE t 10 t IJERT 1 >> H0 ' _ C RIZ 485 480 75 �70 �65 F55 E50 F45 I.40 L35 130 n TMP_eaIF-z C-orn . s"NCHIu HUMMER EN SES, .. _-SUITES _ tie; O'ENSKE)­ -ENiRANCE.- PROPERN EMERGENCY _ENTRAlNE ..._. _.CENTERUNE.._ ._.__ .. P�UINT A ... 8 ......... i E�iISTIN RM _ .. tD o _ _. .. .. a o .. ._., Lu V) W M Q Q' 0 + + Lq 490 485 480 475 470 465 460 455 450 48 47 47 46, 46 45. 45 44i 43. 431 ` ' 1 4if I" = 10' VERT, -70 -65 _60 �50 45 440 135 F30 L25 L20 L15 410 I05 too 595 50 0 50 100 150 380 00 SCALE: 1" = 50' SAN, SEWER PLAN EX1 _ > E SCALE: I" = 50' .-. an _f • rn 00 EXISTING GRADE WATERLI I E - __05 Station— 1+92 I _ _. _.-... 3.5 MIN ~ 1 -�_ _........ .....__. _._. _ _.. _...-.. .... __ - _. __._ ......_... _ . -_ _ . , .. ._..... _.. _ ...... .. _. :._ _ 8 DI. CLASS .52..WATERLINE - . ._ _ __ ,_ _ . EXISTING B -.w�l. _-... _ ;. _ _ __.___ _ _ _ ._. _ . . _ _.. __...__. _.. ___ ..., _ . _ . 52._WATERU WATERLIN.E. _ =1 + 05.. Station 11 _ _. _. _-. _ _ _._ _............. .. . . . .... _ __. __. ......._ _. .......- eiev = 46.504 3 _. _ e = 6 .175_ . WATERLINE".... .- -.. . _ . _- Statron-13+90.45 • D! CLASS i _ ._.._.. _._ _.... _ _ _.__ WATERLINE WALTERLI-NE _ _ _ _ ._ ..,. __ elev_ 454.901 . _.__ _._ Station:45 = _ _ ...._ 453:276 _ ..._. N N _. ............ _._.,._ .._..... p.. H _._..__..,_, .....__.._... _ r r r r U! 1 VS L� 75 1a+Qa 775 11+0Q 12+00 13+00 14+00 15 � B" WATERLINE PROFILE \,SP14,;t I,. = to' vE,RT, 1" _ 3O' HORIZ 480 475 470 465 460 455 450 445 440 435 re 0 ti 1 EL F.1vM Lie. No. 33028 02/28/18 0IVA1, .� INN memo 1 � t r it 4 it +4 k � ' s ■ I i t I f e i fry 2l Y�� DATE: 07/12/17 NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED E DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO Dt -I A, 3�1, 3A.- FOR TA&S OF ROXI EYPAN5*N i"EYED A VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR joll'il �7 VIC 3. JOINT FIELD BRICK HARMAR XPANSION JOINT FRAME & COVER QF SiL "WALK au Ti v EXACT LOCATION OF DUMPSTER ENCLOSURE. SCE STANCARD..IC-2, )_�Asg ,---#F,27 FT-WASHINGTON C OTTE, BARS G 41 A' ANTIQUE S.B. FLASHED E_ 12'-0" MIN./ qT) I, - NOTES, �c BAR CT SVB6A5E NOTES., > 0 HARDWARE s) 7) C W �j 'LOTH L T41S HEM MAY ?E ?R"ECASr OR VAST IN PLA(Oi� S 41 M EYE HOLES FOR ­T q ARS F C 1. THI, I F MAY HF FRFCA4T PH CAliT IN PLAC� 141OLCI ZVQNNC',ffFIF V0 Pk Ul A$I,4 A3 IF 40OD PSt �F PRECAST- C k CN$y W PLAIII 2� CONCRETE TO HE CLASS Aj IF CAST IN PLACE, PAD LOCKS BOO PSI I PRFC,�,�Tf _J4 NOIE 8 0,2,4) SCH. 40 GALV. FENCE L I 1 2" Ill 1, — M L _ / 3. DIRT CURB & GETTER HAVING A, RADIUS C 15, 1 3- CVRO HAV44G, A RXYwS OF =t 17E';'F II LEG`a auyrON LESIS 04.01s<l FACE or I�URIJD fALCNG rACE OF CURB)AG-L IlE PAD FOR As -1 5mfi4_L 4IF� pmu FOR AS PA614 GQ�ArtNANON CUM RADIAL GL*`H� "BEIGE" TREX k FOR USE INRH SINAILIZED CPLN'GPVO*_Oj -,ITANArt 4 11-IF JEP1H OF CLffla MAY 3E REDUCED AS MUVII u. F BAR A As 3" Or�" EH: TH) OR MICREASED AS_-4u6& M WOOD -POLYMER E rw doy'rom. or THE, uma & tQfTER DUTH�tt4 QR _ @0 LUMBER SLATS TO , PER THAT TK TTQIA It BARS 0 FACE BY C�URD SHIII � RF CQ11NETRUCTMI PARALLFIL TO TLF FLOPIT L MJT1 R )I'TROE JO'94r- OF AND 70 THE DEPTH OF CUR8 WILL COIN OF Wl�fl THC TOP OF A•MATCH BUILDING. CRACK Cl,irlE CTIURSV CAP THE PAVEMENT SLWTRULTUR�: F 0 01 HER �11SE DEPTH JS TO BE AET' 05 SHOWN. 31-01" NO IN THF PFOGF, F�O 13 TO RIF MADE PROVIDE GATE LOCKING SECTION A -A 5" Xjr[I CRITERIA FUR THF UE OF CG-6 4, C30 A: C-TCRIEWE r'A AN 4 ER EASE IN DtPf , i 1,✓ PLAN IS, BASED ON KADWAY C&ASStFICAT�0N MD PINS AND PIN X510N SPEED AS SHOWN N Appr_�vx A or X ttl� Y cq-� Is 7C HK ysFD ON No RETAINERS w/ KEYED fDNST �GNI` T)4E ROAD CEEtUll MANQX IN THE O;�rTICN �CAO;l AY THE FOR Ho" IN t, ON U"M $TAN.QAR9S, ROAD aCSION MANUAL, L-VAf;1ABLE MAX, 2G WARPED APPENDIX A OF THE VGO TT R, IR 7H_� �$ECTIGN DR GS URBAN STIINZARDI PROVISIONS FOR PAD % LOCK. APPROACH A 1 GUT T ER N h , I I I I", 1� \ ", , \ -cm 'ED N A tf - - - - - - - - - - - - - 7 `4 TiT R�R-, F -EARS E Mj� *4' UIIAXIETER A A A 2" a-401.4s BAR$ D I WEEP WILE N e FRONT ELEVATION _ "m ntUUTIER HEMQVED)Vd k, 1---THE BOTTOM OF THE CURO Ants. SECTION B-B ENT -1 -1--t I \ a a N 11-4r (fU-11[fiR MAY 8F CON5TFITED X PAR�LLU, lU HKF St_01� OF 12. 1. R %jHI COORSFIS, PRI1,00ED A r-.A_ Ir op -7 STANDARDS WN1101,11w 011FEK OF TYPE A :40SE DETAIL SHALL BE USED WITH Cr­3 CG ZTH15 MEA 4AY OIL CONCREFf. ll� ----------------- --- -- --------------- 4 1 LLJ IS -VdNTNNF0_ ;A#vasd,7 to Al THE OP70N Of livll t Lu F-- rYPE 8 NO' 5C OFTAtE 1HALL BE U$CCI WITH CG-2 lk CG-6 STANDARDS. TYn A P TYPE 9 x Av, $TuD SHEAR. CowECJOR AELVED C:) E IRON AT 2'C-(. < Z < Z BE BENT ON 94 AWLE OF 55' 30' TO MOLL CALV9112ED PLATE F'Ok TYPE A TO tjj POURED CONCRETE 0 LLJ CONNE(JORS. MD 11, TV RE AN(;HOREF) WITH V" X 4' STUD SHEAR NOSE DETAILS P WELDED TO BENT PLATT AT C- 2'.. LLJ I I LLJ 72 U) 0 V) Ed - Lj 94-3A L 01- 313 L 9 DI-3C L WARPIED PAVIEME41 Q L - - - - - - - - LOCKING PIN RETAINER L --------- J DO V) 00 0 L F. A4 RS EE Z 0 T a- 0 01 ELI EE STRUCT. DWGS FOR FOOTING INFO Of 11-1 Lie. No. 3 _j ACCEPTABLE ALTERNATIVE 0- m AND SLEEVE DESIGN FOR SEWER a_ m 1-6 3028 IF CURB IS EXTRUDED — 711 1DW FLOW LATERALS 02//26 DETAIL WHEN USED NOTES: FOR Usf II ADJACENT TO CURB '\V007r SPECIFiCAPON XVC07r 1 - DUMPSTER WALLS TO BE 9'-0" HIGH. REFERENCE "'ONAL WITHOUT GUT TEIR. 2. PROVIDE CONIC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR FOP. USE 1,14 SAGS COMBINATION �tTM CURB AND GUTTER RO&S A�M BRIDGE �5TAIQ,�RDS STANDARD 6" CURB ROAD ANZI BRIDGE IT44ARDS 001H SW.5 TO BE SYMMETRiCAL RFVISiDN UATF SHEET q OF I REVI&DN DATE SHEET I OF I THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. RANSPORTik"ON VIRGINIA DEPARTM TRW5PORTATLON SPECIFICATION YtROJINIA Dkf`ANRTMENT (IF T, ENT VF 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONIC. AND PROVIDE ROAD AND BRIDGE STANCLARDS STANDARD CURB DROP INLET L VmRONA DEPARTMENT OF TRANSPORTATION 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS, PAINT SAFETY YELLOW. REV,sWfl Q%ATEE 12" - 30" PIPE- MAXIMUM DEPTH 4H) - 8' 233 r 5. FINISH TO MATCH BUILDING. 301, 6� A PORTION OF THE ENCLOSURE WILL SERVE AS A 3'-4' HIGH RETAINING WALL OVID Vlki,�VaA Q m AROUND THE BACK. REFER TO GRADING PLAN. 17-1 U, T 4 B pz - B DETAIL IL D E T I L E), ET A I L ICK DUMSFTER ENCLOSURE -3 A rc-1 bA NOT TOSCALE w �\�F`16,/NOT TO (-CALE NOT TO SC'ALE �\s p i ,,,SP16/'N(T TO SCALE m C-) z 14 1/2" bw COVER LIFT NOTCH I 12 1/2" 12 3/8" WATER 18" METER BOX CAST IRON LID \V1 6" EXTENSION 6ty PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES: (5/8))-11; METERS) (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015—B OR APPROVED EQUAL, USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24 (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. x 5`0" 5ARS REQV-)y I A _1 - 21. 1 ------ IN X TANDARIJ A s s 11 VTERLOCK r�n UI KEYWAY A GRATE A 19AR SPACM CilMl GRATE MAXWUM DIW-NSIGN TYPE a T_ _tl A I I A A L UL u- FE-1 �-,p 17-FFi I "I �i -.,.F �,l 'T -.)I. __T, T ' I P4 _1 TTF-� SH, I I FF [I.-I-F L ;.: IF L m; _n I- F­ I LILT 2 SECTION 8-8 �- , - lu 1,i IF-L L.-F I- r F I 2" DIAMETER GAR' 0 1GZ5 LGS/FT OR NOTES: _T I f r.,: _IC, - F-I'l NO, 14 PLAN BILLET STEEL BAR -:R­F.I-� F.:�F THE --F IS _f: 07�85 LBS/FT IASTM A-615,GRADE. 65 Q) 1 SEE, GENERAL, NOTI�5,-PRFCAST fQR VDITION&, OFTA41.5, Lu z L2Yj' X 21/2" X V4"ll 2. CCINII COVER AN-D QRATEARE TO BRE FURMS14I AS A SINGLE UMT, ;SIM' OiLtENSIONS OF' GRA:rE GRATE A WELD TO BE Y-V X 2­11 " (CRATE A) OR Y-4" X 2j-1 HI �H� ll� I� B_ L-1- B WEr D ­- �*4 lt-� cl--- Fl� I, I I Lu (GRATE 8). �,_FJF=4,11FP.-F �. �:E 0 THF C,-AIF -.� F, , nTr HL-.L,� PLAN VIEW 1, DIMENSIGN5 $HOWN ARE *MKOLIM. AISTUAL DIMENSIONS T "I DETAIL A MAY VARY WITH MANUFACTURER. a I 4, GRATE A IS TO BE UTILIZED, N LOCATIONS NOT NORMALLY SUB.E TO TRAFFIC. _­.HF-_IFJ --,P T-,FF- I4_FF,-F­, F CON B" 4=A: K 4 AN LV x V� X 3/m NECTOR 5, GRATE B. IS TO, BE UT1170 114 LOCATIONS �T-Jl IT��.1fl C IF SECTION A -A DETAIL A NORMALLr SUElwfCT TO TRAFFIC. 6. ALTERNATE METHODS OF ANCHORING ANGLE IR014 WILL DETAIL'S OF CONCRETE COVER AND GRATE A BE KCEPTABLE IF APPRGVED BY TKE IENGINEER. 2'�1T° GRATE 7. GRATE: ANICOLLAR ARE 10 BF GALVANIZED ,AFTER FABRICATiON, Lu &EX 82A" 5, JOINTS BETWEEN CONCRETE CO VER AND G41TTERS D - 1__I I/ " X 2 UEARW (WHEN REQUIRED) ARE TO BE DOWELED. KEYED, OR t CLEAR BARS. 12S."EVOI OTKIR VOOT APPROVED MErHOM 6 4' M :V-4- " 9, CONICRIETE SHALL BE 4DOG p Sl MINIMUM. z ff_vuwLu _tl 1--1 x ly (3 10,REINFORCINIG STEFL SHALL BE W ACCORDANCE WiH! C 441 � C - ,` BETWEEN ASTM A-615. fiJ B s (TYPA It. CRATE BAR$ ARE TO BE KST&I SO THEY WILL WE ALIGNED PARALLEL TO THE DH`C8 FLOW. PARTIAL SECTION D-D 2`4" GRATE MEIHOD OF'PLACE T, ALTERNATE MET COS OF KCONSTRUCTION, m x D2gs,, LOGE: BNB I T F. ff' oRE CONWN b —4L— 4/4" CLEAR ITL "JI F— D I� x IV GRATE B 42!1;e' X 2Y2" PARTIAL SECTION C-C DETAILS OF LOAD CARRYING GRATE B SPECIFICATION R�IFZRENCE Vocrr STANDARD PRECAST TOP UNITS ROAD AND BRIDGE STANDAR DS 233 VIRGINtA QEPARTMZHT OF TRAKPORrATION iCs REVIMN DATE SHEET I OF 1 L 302 DETAIL Dt- DETAIL \7 9 \T PICAL METER DDA t C, G r__j DETAIL \,,SP16/l/ NOT TO SCkLE \0P16)NOT TO SCALL �,,SF`16,,JNOP TO SCALE NDTLWHEN A FEUL'>TQIAN 0,LCES-•-, RCUTE FRAME & COVER CRQ,5tEF, A rXIVEW"'IAL� EIITI?�vNtl'E DOWNTOWN RACK THE Crlt.)Sn SL,:��E .HALL 9E 2?. FOR (SEE FIG. S—I—D,E) STREET SURFACE OR z NWOTH 81F �, FEET, NON —PAVED AREA Submittal Sheet A --iilREET A�IPLWAl,�.H ',�AIAE '�',VFAII GENERAL NOTES rl,Afdu�5 TO BE t%S C PAINLINE tFEE NOTE -'It % SHOWN c',", 5, WHEN ­EO IN C CONJUN'CT10 WITH 51FRIdDAR,0 lc-� RESERV'm D IRN-)ILIS TO 9E PS �)R cn� 1, THE C�JRO FACE 01, JHIK� jTANCAR'j IS TO. SLOPED AREA 4— SHOAIN 014 rL* dE ACAIE�TED lk! VAT-H THE YD'JKT­AftLE CURB co CAPACITY NOTE I A 2� S�F FOR CURE R�,W DE��10% TO �517 3000 PSI CONC. BASE MATERIALS A, L_�EP %WH THE FTAN?jAPD, E-1 l'—O" MAX PARKING 5I0E'kALk �qvTE 5! �`AQE 2'-0" BENCH SLOPED TO FLOW 1,jAINLINE PAIWEtI SHALL BE ZONSTRUPTLE, TO THE R�V[ LINE tEXC RT A" 5TIVNI-I ATO � I -H ��A SE CHANNEL 1/4" 1 MIN FINISHES j G� —i-d F REQUIRE0 FOR MAINLINE OA';EQENT NHIC "WEDG—LOK" TYPE II Ilt" j.,11. N _h EXI"NiSION OVITTE0 IN THE E% RANIUE.i T't-d— ­G, �50 TG 4. 1ADIAL QljRB Qw rQV�F.31NATION CV9'13 ANO 0I RUBBER COATED STEEL — ---------------- SHALL NOT, 5E C0,77RUCTED, 13E rOND THE R)Nlf LINE STEPS OR APPROVED i'l 21-Q" OR AS "AlkLINIF RQAQWAY P 'EMF 1,F NOTE: WID TH EXCE' T ED,? REPLAC, LINT PAPO� 3'-0" MIN /r, 7 SHLL,"AN ON JYPIGAL SE�­TrJN, EQUAL CAST IN PLACE Abllr E �Al r.- PLAN VIEW ENTRAN-CEN07ES � I - PRECAST REINFORCED BRANCH S. NFID'i THE FNTRANFF RNtl C.,NNOT ACCOOMQ0.47C THE CONCRETE SECTIONS 1 �2_M I N TQRNll.,(.' REQUIAEMENT� rFAIMI HEANY -TRII It [ 11 1 1� 111 0 `J�MLINE TRAFFIC, THE DEPTH FOR $10,EA&A, & C�:R& P�wPS 12" NITHIN THE LN11$ OF THE KAQI �,JE "0" RING SEALS 1 6 MAX if �I, 11�11,RqE (ENTR��NCF CNL�j ) = E­4 2" i lir,HEASEC TO 7", YSEE D1-133 Lj Th...PII A-1 .Id tic i -,i u, lr�­ I Cri J.-, , . r� EDOE ICE PAvEvElIT 11 ------ fl PLANS ARE TI PIUI�:ATF WHEN CGIISTROCTION OF A HE v- Yl LNEORL— P, t��`iTIOONAL PLO LINE Is NrQUIRED TO �KOVIDE POFITINIF DRAINAC ('EE MINIMUM ELEVATION Ndff 7 THE ENTRAW.E, y DIFFERENCE ACROSS M.H. 5" 7 4'-0" 0 N L 5' 2. THE UP RAkE N-X� MAXIMUM ENTRANCE GRAIDE CHANCES ",I It, 3:�,I CHAlGE-i D�. A��E L15TED IN THE o%UQYlAOLE ENTRVXZ CRADE SHALL BE 0.20 FEET. i 2" "jh p"k i'�J ij D TABLE. THESE VALUES ARE NOT AF-LICA12LE TO STREET VARIES CONCRETE 2Q J FROM INLET TO OUTLET 'ORANCE I N _j El, INTERSECTION NOTES DEPTH OF FLOW FILLETS lZ MOUNT F1 In-g—nd OPTIONS WHEI�� C,10-11 IS II FOR STREET CONNECTIMN, THE 'All" CHANNEL TO BE I =NNECTON W,15T HE. OEI�%U 114 X,COR09,ICE WITH PENA 'LT Il( 3/4 DIAMETER OF M CU1,R-JiUCT �.�'RAGE �;HANUF WITH X PARAfJ`,LI_ CuQVE, AVSHTO POLICY AND THE M-LICAaLE REQNREMENTS Sum- GF THE =T RDA,-' DFSI�Iii MANUAL, INCLu"Irl"; CONTRIBUTING SECTION A� A I �;]�HT DISTANCE AND K VALUE REQUIREMEN7'L uj SEWER. 9� QPTI,'N,,�L I'Li-WLINE YAY PEGjI4E W(,4VINO Qr ` A�, i O�; F I N E NOTE: N . I 12 FLEXIBLE CONNECTION —/ POR'TIGN ,F 7,,� PRO14DE tFOSITNE DRAHVVIE SMOOTH AC,_iOSS THE IINTLRSEI�TIQN ALLOWAL51LE ENTRANCE GRADE CHANGES wj TO 'W' A Y 71" N E A FILLETED INVERT FOR A SMOD ALL CONNECTIONS TO _j TRANSITION OF FLOW BETWEEN WITH STAINLESS STEEL EXISTING MANHOLES SHALL fi BAND .1�1 4':* 1� t it, d IKII P-T k n[ITI FT PIPE SHAI I R r-',r- rin017F% Akin A 7-1 C-VHDI E_ 1-11f, IfIt"I"Ll" ld­�.Ih­ nnhfi IDDrN ll=r--r a finAl A PE real-,IF]LE #5 'dQkVEL,8" LONG 4 12" U-C �7_11N < M TRU"CATE li`II TYPICAL DESla�' A :EE 'NEET f ilF 5 FOR DETNL,_, ailv K CIF Cu"Q_ -A " SECTION A -A -VERkSISLE CONDI _7L _7 ryPE A WITH BUFFER STRIP SECTION 8-13 NCTES� F:1R ENERAL ,QTE3 US THE DETESTABLE WARNIM; RFACE, SEE wHEIET 1 I-F 5; THIS 4ETIC;,64 TO L'.E 'USED FCR C`_lNSTR't;CTKA4 THAT IN4l0FIPCA4TES 'e?IIDER, IIOEWALVLANDINC NIEEt -.''ECJtRED AT TOP OF CURR RNy!R, IAA-dVIM CFIH R41,1 LENrTH 8 FEET FuF NEA X-REA QUT E OF V' eUE4 0ierT.ICJE 1,17 TRA-IFILWAY SHALL TRH `/ELkVkSHALL PE 'lR,,,vF!ED wFTHIN OE EEDIOEO AITHIN THE RNiiKUTHE CROSSWA-K APEA—� AREA7 < < V) 1lCROSSW ALK --- CROSS TYPICAL PLACEMENT TYPICAL PLACLNIENT AT INTER5EICTION CROSSWALK AT INTILR'SECTION WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLAC.FIMENT WITHIN CROSSWALK ('41 T_ H, 13 U F F E R, STRIP) WITH BUFFER STRIP SA PECIFICATION REFEREK CG -112 DETECTABLE WARNING SURFACE XVI)OT il�A1) ANG iTRIUQE TYPE A IPERPENDICUL�41R APPLICATION I IIEvISION BATE I SHEET r S 02. 6 VISWNIA DEPARTNIENT OF TRANSPORTATIDN 06 SFECFlr-ATK*l REFERENCE C G, - 12 DETECTABLE WARNING SURFACE XVDO-r RO� ALI ANOfflDUE 5TANi,A S ,D5 TYPE A (PERPENDICULAR) APPLICATION RFIJISICR!,N LATE I ��,HFFT 7. OF YFOUNIA DEPAPTNENT QF TRAN51PORTA­LUN lU MIN. 6" BEDDING PROVIDED. _j NOTE W/ NO. 68 STONE 0 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION 1300T INSTALLED 5ETBAC KS 101" A N TE SECTION C-C FNTRANCE vQu ;ME 0`7 , 6, �, Cr DESIRAHLE MAXIR-1 INDEX TITLE: —N 1-1% A HluH I m­ir TH�N ��LtIT v0i 'mrolum I 500-1�toci vprj 6 LCAN I LESS TH.*1 59G -1PI) t SPECIFICALLY DETERMINED BY THE CONSULIANI I ­UN IHE SUIL UUNUIlluNS. NI ENTRNI��E RA:,E TA9LE IS NOT 'i 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE APPLIE451-L T,) BTREET --ONNIECTID. ia XVE)OT V t 0 EXTENDED OR NON —EXTENDED BASES. REFEll "I IE METHOD OF TREATMENT ROAjr ANG DRIOGE STANDARDS INLETS, OUTLETS TO BE SEALED & GROUTED rra.(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) RE,15ION DATE LET I OF I 3. ALL JOINTS, LIFT HOLES, Vl_�HNIA ',;FP,%TIJFNT 'a INSIDE AND OUT. 07 203 64 1 SHEET NO: 16 of 18 1 9 Jj , IT Bicycle Rack Detalt Ar��MLE­ WITH BRANCH TIE-tN DETAIL J/ t —I ADA PARKING SIGN DETAIL �SPI 6// NOT TO SCALE C, — 11 \,,SP16)'NOT TO SCALE NOT TO SCALE P 1 6'I'l SP16/�NOT TO SCALE F: 07/12/17 GOOD FOUNDATION MATERIAL ROC FOUNDATION MATERIAL T' I',, l F', .''? TIN'-?hn �,�iATEI�:IA=•L = — .. _. _. 3 I FOU ON MA .�.. , L E L I,E', IT' E: I;T 9TFi ;� f E t E 1TE L E IN RL uTE . EA.- 9 U u• I E 7E , 91i< E.. Li 71.iri1 t :r UE, O g.« a � I Ts HI H,VAi` I_EI ,jtP.SE T Ht•i''FL_tir,sL. & C1 6) - - 6) r } Y ,,laS r9Ir ^ ; --EDD rt YC Fra E TT tE iLE MIN s+M� ) E ,ECs .: L aL INITIAL BACKFILL INITIAL?8" I I MIN MIN VI AlTLL ING EC LEI ' �'a���i � t� ���YfmNt T�,r.R: aTLr;•.E � ,, ' + #68 STONE " T. ;_sLE .? ;,IL Lt f u n r` i, s T .(;LE ' LoL E:,;.:;'a,i Lill * STABLE SOIL ROCK 7E; i r , I' ,!=`A'"E THE 9CITTOM CF THE TREN CH REV,u`°E ALL '[I ' - t * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL ;E: Ti-, I'->_ vE THE !'I E ti.:E T' T E T P S niJE T PiAL E vICE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN. I_ I I.:T THE a; IL T i °I =E A E6:�'"DINE, ' F L THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF us LE .'VIE r;.r,ar°U}+,:I •"_ �'C,zLi :iT ,h,E. 68 STONE. Om F 71.'_( TI fiY IEed "L I i 'COL E :'ALIT ' g1 ITI!'I",I , r T FOUNDATION IN POOR SOIL UNDER —CUT CONDITION '„iy o; �o..sa •+ t x' 4 " -`'''• t , F " PEa �^h7 U'T CHE i tII F.ay11Li ( k, I ,4 r INN ;nni .Q ,�i�E, sTID:E �.v It,h;fin::,r, I I ;.4riL'r' �:TE E r.EIET IU Ncl t'Rnkl:tEi. ilea Filll?,L .f :;hFILL N,;,I,.: • Ia o L- I � ( T ' I r r ;'4:�LEi ;sH..IL HE II.E, ,^ I , ;-ICE. _ ','I II td Y,z I •;F ,'` ; I` 4 MI INITIAL BACKFILL 4 MI LA. FILL UNSTABLE } aEE? r : , r T 3 MIN MIN MIN r v Fl;.)EHF) a E TE LI;;E SOIL #68 STONE T r1EL _E C ,.. Tom[ LE .:a.IIL ,N r::5' E. a Q= MIN I a. `. 4" ,t ' :=APPROVEDIBY ACSA Ls`YNIF9^. n i s -a' . ,�„_, . ;,,,, I.,. • I . ,...A, ° _, nQ,Er f :•Ll':;.., ^t F � r91,tIAS.L1` aETtEr7`_ - � ¢ r- "t J -�„I �.- -- r: ,E,e.,,;�,, TH v'r E ... T ` r�° - - ,9 y�i - TABIL.;,.��.!.D IL ©CSTABLE / ABLE-'r>gSOIL' OR R.. OCS 0P NOTE i I_ .�{ALL E THI.�.A°CF THE r:TE- LlE`:E +=nNOTE ',aw_I,_LQr•_FTHAN It„7}'SHALL rE -LL.r, Yr' Vart- ?-IT •E THE INITIAL s °xlsl=:FILL: '� , ' `. r-1 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. {;FILL :H°•LL HE L ::E,_? w !. .;i':',. TE+:: r LIFT°_,. IN ANY DIMENSION SHALL BE ALLOWED THE G'I = L s 2 NQ ROCKS LARGER THAN 6" -.. 4,,EtE✓. i°dIATEi-iAL : N LEi Rl,': : H ,LL HE r LL_J,AE'_:` � ABOVE THE INITIAL BACKFILL. � nj �� _ ITHE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6 LIFTS. T- AFL F. A II', THE T.-EiT_H= .':.i3Rr:Rx,TI..., ..7__;, sr.:t,t •1-z Lie. No. 33028 .,ELL HOLE'.`, ;:,HALL BE J IN 4LL 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED T'( (._.,,''.L -fFi `�I' F r"'•,TF`-;'�=.L ,T4' L�,'=x.T�! E : IN i=E+:fr.rE r,I.E L E .:9 er; :H:aLL E TEA.:: 1:l . r I.::,He.s ;,E ,,,:ROLE- IN THE TRENCH. ! I ;TILE II' �,TEI t 5. BELL HOLES SHALL BE DUG OUT IN ALL GASES. ��1 l Ia I _:T.LLTI _ i,a r° r'ar1ETE ; f Evil T`I'i =,L u,TE=.L'r'E r , NT S �' r v, 0�°izA i. FI_ FIC: :. .,-_ I: UCTILE IRON AVATER PIPE �,�� N(__,RETE THRUST BLOCT',, DE` -AIL 'TYPIC'!IZ-_-jTR_�. ff_'.E LATEIR.L Ilia �"I� LLATION '�__P_ I��' ' L CT'_ g�,�7��LVE IN,- TALL ON ; 1'ET���II�°�I(T NOT TO SCALE- NOT TO SCALE- --------- - AT TO SCALE NOT TO SCALEUj Z FRAME au; COVEs� i SEE FIC e ), E `_TREET S +IRFACE PR r NARY —PAVED AREA Mr"'1 LQ€'EI Ai;EA DOTE 'RIJ r;' PrWiE ER kiANHOL F 4 o E ,ED Ea H . -S . E } Z-o., ,E F COATED -TESL .. _ :> R I:>T fs r'.TAII',5 EIhL I HTEF I .L xe [3 CAST IN PLACE ;r Ti ,; )InLF r,c : to •. H �' fi'r i;, ,::il'+i � Lv, t Ei THni, . ' I', ANY E'rflW Ei VV:It f .,u t rn .� 'TE H rr Tar- T ..,E tl­ f �_ .. ___., ._._ USE F'P:^.DYECI ELERIDLE RLIBEE+' `5 THE ELTH�Lj?'T � (.AHFJ `— I NTH fi- rt r A _- HOOT. }.. I ,4E f 11�' EC;.I�T IFEII'IF E P ETE ; I,114 °,. E_TI I fir°•, c 'I`•;t SEALS l —II T L ThTI�;FILLTt -r -- a i s'EI.. FC�UAL - l . c LIFT:3 LEV TH F F1r-Ater H o." EPi E.et EPT<C I TWIRCU, HLr i P TEN' m • -U° MIN :ice _ s,4,EOI,1 r LI +E T !i E E(1 L;, T u #.,I1,. E Ham,; a ,� 't r 'v' I THE ) :S'I { ,rNLC,'TI N ;;HAL.L SE o �,1 Tn,a r_.. upF I-IPE 1� _ H , it I_ :.. v FT; U' 11LE IPO I PIPE (CLASS, '_Fw f'6 lV..- 4L VE P a..,HIE,._. is t,5t , Aa '-�., ,,.Eil,:r F• PIPE Et•i.:zT iE�t } r -H r � C C7 S a`lAC;15FILLE" IN 5" LAYERS MiED ...:, i;t ��'° Ift_t. y:.�' _-T-I''yE r / -1----1� `v#''A, :TE: 1'r HA TAVl E_` -GI1 cS :Ls - iEEi_,? f ,f P t --. "'x..�.- a 'sr ". ''-- .`„C? f, t'tiui. 9 �� F 1 'A T I r r ( *.ter. —9_ :l i;i:; x xx -, LLJ J - o En F Eu,, (;,r rX_r — Ei_ 1 T .ir;a �.., W „ NIIiV k KFILLEJ 'PITH SELF C0`,9 A:T N , �. �� —.;ED .s �� N. � � C�' .r " r _ '9 STC:ANE ¢ U �*�- - r A H ,a L :.ETE F - .t �'�,'i e . r 4t l f E t t E )e HIE'i L. 1 1-. I 41 f ), P !` �:•'EtYEf's ,FROM -f;,✓sr{nY f Tl I ^ AfE , :T#LE :I .LLMINIvJM ELE1FTIJIFFERE,CE I � 1t TF'" E ^ E �'3 z`r,H. FR M INLET V3WN I2'MIN "aiAti ET i•. ;ESw, LIA f AND S p l C' INVERT A FILLETS€6Lt h 1'i T )` :RT FOP A SAD-,&'_1TH ,r� ^ (r .r (!¢vtlaT fl taEt. .T°1ELE Tlh aSITICN OF FLO+q 3EPWEEhJ INLET 3 GULET PF E SHALL BE TEEL PILE — � L T'kG llliEi , jF E IRAINE; "TINT FFFTI i'-:•, tJJ •', �'i ° s f FICFILE S':HE THE - i.i l"T t4 Ei) 1HE' r,i. .,..-....... .x ,. ., - .• - .._ ,'• e.. •.r 1•, - y -„ .. A HAT 'NT-I ILL.,.:ATE17 a;. FILL A..GWI-16M Mf,,., IsF.T+i.J'.:r WTTH ❑. tr -PTfP€,€_ 1 ,_:�'E' '_oT.'I; I:. x�A,E AHEA.:'s ","w'ITHI. EXI'Tll,;:; CrI.T t;i.:�HT-ttF +ar.'T '^H"'.LL -:E t J ri Tie ; I.x.J t ETE A iEEL PILE 'TH'LL C Clr �F LARGEST '�,_FFILLECI E.'•1TIREL'r 'AITH N I T_.; E- Ei _Et. ai' rn,.:;AL L' =,FT, cr , I HEIGHL OF IHE VERTICAL JCRUP 3'IpE 41tLLTar LE;E$l+a}lF1EC Tkt a#iE to". €i13S EI3ikE TAT HE LE vS } lFtPd iYr`iJ � �a PIPE IN MAN u F li t TILE it 1,E THE kw ITT! F THE T E IrH HALL E .:' � rE ' A U .ALL _•T_'iIE E.I`VE_ r 1 A. I i'EiUDI'lA_ �F NI r, 3E;)(i1ty . +D TH Na`). E a STONE 2. jiIER rIGALI DROP PIPE SHALL FIT S +R _6P,V+.r ;WID ILE SAME kS BIF W-CfAFING 1`15 "aE AAD CDRNECULD 10 STC'01, E = H, LL UE PFIeQ I DEl,1 NOTES: Ill EDROP F[FUNGWIT'rlSTANUARDG4414EIJOIN7, 3 7,HE E H,ti.X IF E ,: I ATE^E (IPE `:•H=+LL 1--,,'EjIN'T LLE€, UN `,<OTE ra ,,.* C.1 DROP, ,1 SHALL a ., • - C T - H i. _, ] PIPE I PS, , . - E -e, -,.^ s, - n:..-+'cRT4_R._LF'UT".piaESF:RLL.E,E.�:(SAFFFUTlI.1E^I#r'nNHC.L,NAB..IFT10.Nt'+.a3>T.w.S€fCtl.E#E�ItiT� €„tE sE=k I:v:..: [JF ?'Y-:. s�'rT �F;-):E' ,. �::_,, 1 HEL'=:IP C. THItJh�P1E ,E ;'�EJUL-,,E..rE T `:;HC..'�hl APE i"I .IbA'.rhri �,�rSHALL ENE � � r t " -i (-•deEE9' H$LE x1TH !•'F.VEL '=e7 KEEP P7, T F ..,E hETE. S€*E III'". LL°f 'ETEt Fa,:l zE" NY THE T'i „TLT JT FAR THE G :xIL .t} ,tTI°:if,`° . STA(INLESS TEE1. xl T IA+R WI E,' Ft' W THE sN I.; P_s THE Ht:E HY,' s:"aT 114 A ;f. E CON`;ULT NT SHALL FAETEIRMINE ',"a'HETHEI�", MA'NH()LE_* SHALL HAVE 4-SHAPE lSi4AEPT v.i ALEQE)1.0 Tii: SIDES z(''C) t p C, r C 'I � I"I L I .. R.IT ,HE., TH 4 M B3 TRAM[ i..CNEF1ahTMzRGPI JhNECaiCNItICiiI4 1ClfivT FVNJ!I HEL •C AL.'E SHALL _CUFF o. t Fip`? THE Eli<E H tt,`??P:T • s,,C +-a E XTENDECA OR 0t,!-EXTENDED` FAMES. TOSIRRINGLINE OF MANHOLE#C•ALFRT. 3, ALL T5, LIFT HALES, INLETS,LtTLETS TO 1,3E SEALED & _;;.`{ti°JTE _ .q. THE u.-ATE ;+ L,•E I.+ :LLrwFu hi HLOuLUER ,-tr7 OEHI"'CE THE, nlpT H INSIDE A iTD OUTCRtI : E:ONNECI DN DISDHARCE FITTI C SHA4 BE RIENTETI : 4s IDE.�. GEES, W10 THE ELLAV. IT: IS NUT ILL vilij Ili. THE ITCH. s CO RA CIN c o ? II +' ,%, 6 V �T iA DROP L SAa R g = aF r F � S 3. FI-RE HYO RANT f 5FIALL ,.E IN TALLER AT L ..A71T ,'?4 a 41HEBE 'e4EEFT SPECIAL w ht_ILTE . 71 ,a H4:LL BE _IvEC•1 F•_f, EP,T,a<-.E P 9t [ iF FIFI- f:f�Ll.E14k ffiLL(.i�T,i SC9.tf6.-EasRS tFttEALGL5 1FJ. F ! LE AtiE ?l:U'cE THE E`..I LIP: 1+ ',_It S^r'A Tt?': ELE AAT aI'.? IF UEvlr „ t)9 SEmYERE, s'JITH STEER LOPES, x I i i . tA'.L E `R _ I [.. H,; 7.TvlIN!%'r1UI+1T a2" EliFttwr.E$EIt:'r'viAl"Ji#L"LE FA.EI�?.iIItEEI FOR ti'S1(+iGLE TC1- O:2 i2" UTAaA�1ETER E"tsTlUi� G'ONNECi#ON. GrFf } °Ft-�II�'E; , TEe .E I'd trFT A Enn THE J4EET HC'LE� :>HA.LL BE T+3L.rCkT"DANTE:NIRDROPCOMNECTEQIJS. II 1.'Tt;LL.`•TII.II*d ('s`'6 T .Er (.'H f•'Lt..: E€ AN-l. THE Ht'::'rAN7 HALL RE UVFETA :.p'I', ,= LLLi �TANDARD INTERNAI.LTi. DR0F' CDNNE T10"NTYPICAL MAkHOLE ',VITH 0,.R)P ;'�NE(;TI )N ,T.y �T`'rd': L FIF`E Hy,ITA£4E !L'' FI , IL Uj Cj DROP C;��l� NEI('TI ICI I� JINHOLE DETAIL INTERNAL DROP INLET MANHOLE )AI�IITA]��� �jE�I�EF� I��tTT�LL TIC �1�I DETAIL T�7PI� "aI� FIRE E[Y]�l�! N!� �'z; � NOT -TO SCALE NOT TO SCALE -I�OT TO �'C'ALE -_ -- -------- --- NOT TO ��CA-LE - — ---- ----- -- aTA1RNS LENGTH OR & {1" LIMITS OT' CG ti9 DtH GG't3 (WHICHEVER IS G E'ATER7 "®'— 1j I..---------s� PEkk#gS:S t OQNST. ,FLR€RT WIDTH OF ENTRANCE - •�• -' ° Or PEO� UIAT # F� S ° rE -F Tim. * motes ! PROPOSED A' �O ' @ LaN. CC3MC. AR @R V C C I CWPk`/r9 SAKE - 1VN-TRA lHPAur',ii SPA .. _. -.. 23 IF" GRATE. --------- SZEWALK .Sn ,q?* 'T /t' .. C4•' DEPTH) � ^'�. fp-----._ r R,11;t END I E-, (kli..0 RE J..IRE',) k j PROP. I PEDESTRIAN ACCESS ROUTE DETAIL, " -L .. ...r I, i 1 J ._ I .I v Y_ 3 _ I �._ f i ] i .__ _... 4 ..._._ .. + 7' SIR£W/,t,H , r. AiJdFMDNAL r r- ... -.... t._.. _ .I .....-. i ..,. ..,..__.., .._'l t r i ..... .....__ ..,.,_...., ,.. ) iI.' ?•' T?EPr7N < "o AMtt. Y=C^-WAY 1$ EDACECTHE _uY$ 6f PPt4 K%TF"Nn1157M CXPR(k-Q$EPV'QO.T EXFAAstNF. fiOFT-DF wAT.AQC$$ Kurt UNPAVoE .__...1 ,.....-r I SICEKW&`4 a ___ _ PEDESTRIAN ACCESS RtytJT'ES PROVIDE A CONTINUOUS ipxAHSTRs,iC:TEO. 1 !+il ,-. ..:,a----•'r`'-+t'r` - .: E3 .:`:.-:'4" -`l :. s -.-•. .-. 3.,rn ,- 'STAOIE:FIRil AND SLP RCSISTANT PATH COP,@XCIM4 ALL ACCESSIBLE GG-ka pE FECiAHL€ wAntFNL tw•a"a w E(ELAENTS OF A FACADY THAT CAN BE APPROACHED.ENTERED AM ` _-- —�f• FRAMEF I ,kc1MRIFAArW�TM 5t,10AU, Ei6 6ROLITE 6S ADJACENT TO OAd'?F OF I -?A +t. L !7 -.[:Cr WIDTH Qf S.I�rs OF CC-13 ;uNeI (WHEN f. OI.,RED) GUTTER' EXPANSION JOINT ' 'X W PEOESTRIPN ACCESS ROUTES N ARE E30K PHQVIMD A WAYUM I NOTES: 8 TRAVERSABE WIDTH IS REOUBED WRBA WAX. 24 CROSS SLOPE. 2 t 1/8"—_--___.y MAIN ROADWAY j PAY La'$ I LFROPOSEO 7" SIDEWALK rs TO BE POLIRET) MONOLITHICALLY WITH ENTRANCE 3/16" OR By lkSkNG PER618SS1BLE C6N5 TR1iCiKSN ,tQtlNT W77N xiE4%.HHED BARS. 1/8'" CREErI SAND i NAIL HOLE (4 RED.) - - 5/i 5" ° 1 e F--2' HALF PLAN a� 2_PRGPCISE3 T" $UtWAN••K T€p BE CGAES A"3 CONCRETE. .- Tlrt` 44 00' T.._ --_ }__,> 1/2-' ( .. _ i� f ._✓d..._ ` a,REQUIRED BARS ARE TO 'BE. N4, na' 1'LAGEO 1•LENTER TO 'CENTER FACE � c0RN1 �w GLNss As cDNNe. ALONG BACK Gam. Mi$-DEPTH OF �xeWAN,1c, MMNMTYM T' _ --- __. -„ TYPICAL GRATE SECTION - CONCRETE i°l2',. OO'iC E COVER _-'- NOrGNN. GUTTER 1- 1--�. - f { „"�`l \�`i �Y,,�t 4..SI DETAILS AND DIMENSIONS NOT SHOWN P+i'E THE $M£' F5 H TANDAmb rc 9E- a4 ^ •'. j _ e 5. THIS DESIGN NAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS AS THE NEED .1MSE'S. 6" AOGrNEOATE BASE TYPE i 1 HOLE FOR 1 2 - P£ S12,c. 2 6 S. wreEN USED, IN CONJUNC.itDN KATH arPdlDARgi CIE-3 {, CC-7, T#CE ANCHOR ROD '-- - — --� NOTE: FRAMES ARE FURNISHED IN STANDARD 2'-0" INCREMENTS, GRAlTES �+-- 5 CURB FACE ON THIS 'STANDARD IS'TO BE ADJUSTED TO MATCH THE ARE FURNISHED IN STANDARD 2'-0' INCREMENTS. SPECIAL LENIGTH MOUNTABLE CURB CONFIGURATION TYPICAL FRAME SECTION R-4999-EX TYPICAL SECTION GRATES CAN BE FURNISHED FOR ANY OVERALL LENGTH. SE .TION A -A T.SEE STANFIAm CG-12 Fon CETECTANiLE aiAFnwo OErALS, TYPE "C" GRATE w/ TYPE '9" FRAME COMPONENT NOS.: SIDE PC. FRAME 4989-2415, END PC. FRAME 499fl]-3110, (SCALE: 1/4"=1") (SCALE: 1/4"=1') GRATE 4890-31U3 -.5 z w, BARS a ,2' r-C MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35H-ERAIlS_S101"E CIC"T'RUCTIGN JOINt PFF4ASStBLE CONµT'ktre-TiON ,1ONT S�PP€uJ BY: FINISH: NO PAINT, UNLESS SPECIFIED ON PURCHASE ORDER, MENCHClFRAIN oa CAO s�A n E , , R 4990-BX TRENIGH CTTRCRET COVER ELN 1/H"=i TYPE "C" GRATE wj TYPE: "B" FRAME 7%"903-7246 SPr NEENAH FOUNDRY oATa 09-24-2013 'atr NI m V$VINSH 50s 9 ..' o FFI 1 mo-su-e"AN e . - , 6" AGGttE4AsR BA.Sg. . a <: ,. .,B' AGGREGATE BASE www.trenclidraitisupply.coni ® Aco . ,+aMwS sea e - 4990B X C B IYP TyP9 15PA i �E TrPE TSIZE 2t H emohfcund com ET 516TE 2t 13 CAD DVlG. REF: dN968X C.O1MG� 1 7 PRONE aab-23�7466 ' SECTION B-B SECTION C-C SECTION D-D SPECTICATH7H VIDQT N �EQ N COMMERCIAL ENTRANCE ROAD MO WAGE STMOAROS 502 (HEAVY TRUCK TRAFFIC ,ANTICIPATED) RfVi" DATE I 5H£ET .I_OF ) VIRGINIA DEPAROJENIf OF TRANSPORTATION 20.3.U9 pt_22A 13LOCKOUT FOR CONCRETE POST TO BE CUT TD PIT POST MAY BE NOT ROLLED OR WELLED. 7-�i' - POST StIAPE ROOTP ANT BLOCKOUT FROM $ *4, DIMENSIONS PARENTHESIS • - 'Jr INDICATE TOLERANCES 4J� L N.r' DRILL TOLERANCES. 6„ IS• O" x 810-T' TREATEDPINE n SLOCA OR RECYCLED MATERIAL TREATEDP IC BLOCKOR g� 7"c+%4") �'i' - 3".•Iw�".1 RECYCLED 3'�' MATERIAL BOLT _ —� TREATED PINE 4 84 DEFORMED C REINFORCED ergs 4' LESS TNM n r BLOCKOUT FOR MAINTENANCE BLOCK ORR HEIGHT OF POST - < REPAIR ONLY MATERIAL 9-7 GA. WIRE HE ®�SLy, �„ 6°'X6"XT-r' R `E LESS THAN T-O" c+�l IN POST MIN LAPF M" %"LT BLOCK OR SPACING BACK-UP RECYCLED w ON T CKAWV � .9�_C b PLATE AT NON MATERIAL kI) 7•-0" TO B'-0' STRONG SPECIFIC POST P±.>ST OF POST 1 SPLICE ACK LOCATIONS I W6X6.5 OR i W� s LENNGTH TO BE OUARORNL BASED CHAMFER MAY BE REOUIRED I1 M TtOONNSSOI AT EXTENDED ENTIRE LENGTH OF POST AT WITH STEEL e ' OPTKNIAL HOLE THE SITE -M THE OPTEN FABBCATOR, y;"C+yC") CHANIFERLL IT BLOCKOUT. TO FACILITATE IN POSTS GALVM✓iZ►M� AND T` DETAIL A •T7 ACORNERS.A LL CONCRETE SHALL BE CLASS A3. �y� �'yR TOD BEDIs IA I 1 1 �1!-f 1111 GUARDRFIL INSTILLATION W SITES REQUIRING LONGER CONCRETE POST STEEL POST GUARDRAIL POSTS 6' 012t MIN. = NOTES, — � m t..11 T. ALL BOLTS tNu WARNERS, AfO OTHER TS, STEEL rrEMls ARE Ta BE cuvAnl¢ED. �•a-=�•,� 2• ALTERNATE TYPE POSTS AND BLOCRO IT MAY i� BE INTERCKMIGED ON ANY ONE PROJECT WITH � ,FMB•, . RESTRICTION THAT SANE TYPE OF POST AND BLOCKOUTMIST ST BE USED IN ANY BOLT T LT _ _ GUARDRAIL. SINGLE RUN JARDRAI-. # gnNg.•�,_2" � y� NO".� B'x8"x1'-2" d ` HOLE d. FOR DETAILS OF GUARDRAIL ELEAIENr SPLICE TREATED PIE BLOCK a GALV. STEEL TOO TREATED' PINE BLOCK JOINT HARDWME, ETC. SEE SHEET NOS. 501-01 Nil 601,02, DR RECYCLED COMMON Hal SEE NOTE S. ,� �p� AIAT GA,Y. STEEL 100 COMMON NAL I,I` {' THE GUARDRAIL AND MEDIAN BARKER COMPONENTS DEPICTED N AR.T,B_A TECHNICAL WATERAL SEE NOTE S. m BULLETIN NUMBER 2688 MAY BE SUBSTITUTED POST TD BED GAT IF INTERCHANGEABLE WITH THE STANDARDS FOR WAFM1 L CORM OR MEDIAN BAWXR NMI BLOCKOUT o AID APPROVED BY THE ENGINEER. SOUTHERN FINE-----L— SOUTHERN PINE 'Ta _ Y 5• DRIVE NAIL ON BOTH SIDES WITHIN 2' 0E� TFf TOP OR BOTTOM OF BLOCKOUT AFTER 9�" X 1B BOLT IS INSTALLED. STANDARD WASHER TO BE 11SE0 4H LAST 30OF Rltl-OFF END ONLY UNLESS A STANDARD GR-It RUN OFF TERMINAL TREATMENTISUSED. 6x8 WOOD POST ROUND W000 POST I SHEET F STANDARD BLOCKED —OUT W BEAM GUARDRAIL (STRONG POST SYSTEM} POST AND BLOCKOUT DETAILS 221 5M.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 236 506505 C) — LOW-PURMLABILI-IYSOIL F-4 BA'I"TBR M:tY VARY BY MANL'FACTURLTt FILTER FABRIC - C NOTES: � Iiiiiii-il _ { I, STRUCTUPAL DACKFILL IS TO aL PLACRI IN i;-'10 244\1(._'14 �€ i I f t SF(2t;CTtIRAt.: (6'YPICAI.)1.1F1S -� SC2t1CTLl€211LBACKFILL P,t1JSl'HEMANIPULATED INTO ALL BE TEEN BLOCKS I'41 L;NSUtE ADEQUA.7Y. T;OND i I BACKFILLVOID'S BETIVE•ERN BLOCK AND CONCRL1 E iIASS. f f ' f I , f TYPICAL) FINISHED t ! E—i ! €7€MNI'IVL UI{,^llr. ,. Hi KF'tLL DEP. It °',F l FR Ol-SICIN FIT„•) -•-- ?`'f)" C;mum "",I, :1i2F A4 IiF: U-l" EEN UNITS REF€LLEriiONIN,ElIti,Y _j — ►-I .3'S'o.a OF H (TYPICAL) IJ.I U-1 DOM. PROJECT NO:16"004 IAIr-=/ TITI r-. - /Ar i t / Rag TM [ k17s CTo;s sec1iU37 1s FLAN°tu57ted for pn:lammi:ry`1P-'•- Gpvrpose5 $"1-L'-T-i!'^------- 1 f Y LJLJA I 1 (L C . ■V ■Nay■ N■MIaP! iR de,ip Only, :,nd should not be.. u<�d for r,~,> Verti.cac'U Retaining 4[[-n Wall Systei BUILT} SOMETHING BEAUTIFUL ANchor Wall Engineering, LLC Final de<lfili ktmwi^nga or construction drawings without 1b ccttifieution OT a Prof ,ional iinrx_.. 12iN,'2011 tiT6,"'i..� Typical Cross ITO$T E➢ r4P15 red In ihe state in which the Sca ecx.:tntcvwr•sien Typical Ocmi?, Fm, 5959 Baker Road, Suite 390 ,nicer pemteablc p..oentcnt system will be constructed, Minnetonka MN 55345 y" )' 4k" THc .allcharl tc,"' Relnmm, V,rdl S,p, a TRENCH DRAIN DETAIL �T,_, NOT `I'O SC'ALE-- - -- - _ WALL SECTIONSHEET NO: 7of18 DEVIL �I IL CFTkLp , TETPET lA�C _T NOT TO SCALE I110T TO SCALE --- NOT TO SCALE ---- - ---- - --- -- - DATE: 07/112 17 o 6) „” �`g p Parkin Lot WALL€„ 484 - :,,.:v ...� 1' ..,".,.� r,.' -...... "mm-,.�. .,,._.�. �...„. .:...,,r„,.. _, ..,:_,�. '.-Y=„ - J`_i I "..,;=TY_'+-L- ..C..,,., r, t.w°r,� ,...,y...�._. ,..�Ii t r - Surcharge 100 psf E Tw.L, 47�FrtT- _ — r - Tt�z �„r _ TOC = 4bS:67 (High Paint) - _ Min 42" Safety Handrail or Fence � - - y - Abut .J,_il 476 - I.--C;i�'T` ___...- 'To Building T4Tg 470- c,: 4 8 NT \ti a 464 - { +-I I I I ±_ __ - Ti = 463,OQ --$ - _ - - TC7VV - 462.67 i.T.-..,•.•, +_..._-: _ _:.. -T7C-463,67 - TOW = 463.33 T. _ a t r-°_t x�• _N v4 = +sr F as J __I (_. TOW = 444•QQ F � -_ e µ . a v !!+. ,.c "_ i _j r, }} -1- - _ � _ .. - - ; -i: I : -- ' . w z - _ - TO - 464,6 _ .:IjjJ'S _t ! ._..F I- + _ _ _ _ - t m - .. _ h :-- _ 1 ` =. (1 J -,� # I1_ x -t . _.: _ o T � r-1 4b3.UU o - TOW = ab4.s� � � '•+D _ ,� JUNICTION BOXES, TRANSFORMER PADS, PEDESTALS ETC. SHALL NUT &E LOCATED WITHIN THE RIGHT ❑F WAY. VARIES - DIMENSIDN DIMENSION !]IMENSIUN! METER SIZE M zL z• 3,1. G,D. G.B° -- \ r 464' Ay - fi. _ ' FrL • c FS x '� - 4L 6 }T . ^ --,- _ I+ : a e r -h _ 6? c FT = .._.S. _ LLr - L sir cLip`t-- 6 ip ±T 3' S' MI N 1t1' NIN, 61 MINI 4° 5' MIN, 12' MIN° to T r - :. .'.,-.--.-- .-r---�.�-,--•--• ,--^':�.�--... �c ar _ �^-.».__� ..._:_.'r a F . - —� Gr ANT - T h __.s. 5' 1 ( 5` LI GREATER THAN 4° PROPOSALS WILL 3E SUBMITTED. r_-.; 6" Thick $tone 464 I ``Proposed Grade at Bottom of Wall 15" EDPE Storm D oin Leveling Pad .� BOW = 466.00 (LP) - - - - Invert EL. 458 + Undu^ I 1 { 452 BOW = 460.00 (Corr Faint) - brain Pipe to Daylight - 40FT OC. (Typical) Use All erusFer i2ua For I9ackflll rG avoid $ettlem�at l 450 - _ -,-- • —r - -I L i j i0 30 44 54 6G 70 1 90 100 (.14? 11 Q 124 120" SLEEVES Wf BLOCK 18" MIN. _WALL WATERPROOF SEAL ECTO11 ""' STRAINERER 18" FAIN. FII-I� J 15" MIN+6" MINj-i- -i•-j a � IB" MIN" 6" MIN. .aLA'fING LENGTH !MIN) 3" STANDARD MMETER-1&25" 3' WMPOU PID METER=24.25'° a o n C s Q 6) r5) O D_ r L 72" MIN. l�J "� t a owr U LU 0 LJr F Station (ft) F 11 I ii = 6 FT F WATER SEWER A SIDE VIEW F q = 750 psi 3 ��i A $,« ` Parkin Lot _ _ .. p C7 OVER 3Fi" ALUMINUM ACCESS HATCH i 4Jao I � ,„ I.'.' .--__ !75 HDpFSta mC)'an —'_. ___'-__ __ -_ __-____ ..Jf¢ r ,Ml ��) � � OVER METER AND TEST TAP 5urcharge=100 psf thin 42" Safety Handra'FIor Fence T � � `? 476 _ _ __ nver6EL,456 4nderv: ,v LOEATION ❑F ❑THER UTILITIES 476 n,-�mr •--t•-•{� �-`"L'�IfVseAll cruslserRunFor Urility8acktlBTa.vvaldsrttlerner+t ?fOx' _ .;;} o (GAS, ELECi'RIC, TELEPHONE, CCALE, ETC.) 474 - __ TOC ; 46.5.00 _ -i- �- - t - TIC = 463,00 as - =�=-� ._ ... - - f°� .tl SO dOH „S t 472 TOW = 464,67 - r TOW r 462.67 0 � 470F- 4 ! I } /- Abut VV;jlf ; \� � �� � � �� n E 6 v 46$ '_ E HI 71 To Building_ / ? E9 " � \ y EASEMENT WIDTHS, 4,�ATER OR SEWER ONLY - 20MINIMUM 1} /� -.."", �j( q,' WATER & SEWER - 30' MINIMUM JB" 6 > 4D4` a 462 9 S DOOR HINGES :3 464 5 •,' e ,,,,,,, _ - _ - - .- - - - .._I 468 l,. j ' •" ' -s " T ! ? , o SEE PART 3, PARAGRAPH SEPARATION SEPARATN ❑F WATER & SEWER SYSTEMS. ° 4^�`6 6"°Thick Sfohe I_�i Bt?W = 46i}:{�Q Low Paint ;:.I- >...: �'ti ''�'?.. ��rr, ,A=;'`�'` I - 1.75' DIAMETER DRILLED (� HOLE FOR TOUCH READ L l�f s � i9° BD" MIN. 454 s Leveling Pad l Drain Pipe to Daylight `� -� /, - 9 I'q� WALL a - "=-'-• I I UNITS, 'Q PrOF—, Grade at BQVQm of Wa45Zll � � � i� �r � y 454i 1Zf) I3D I laa6 ^i45 1 D4 it'd ��„ra .y Ogg TOP VIEW NOTES: Y, `� C _y , J i i r Scale; V z 301 UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT p Station (ft) I I 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" 1 r L F. S 1 u AN y'I t5 90` T❑ THE RIGHT OF WAY: _ I 3" DIAMETER R_AT MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASOpJARY ©LC}GK SHALL T5d psf ENLARGED 51TE PLAN '_,��'� �� �� y h I ._ri \i 4 15 30 - DE 8 Lie. NO. 33028 I I GEARING SURFACE 5pringh1l/'Towne>Place Suites I ` I UNDERNEATH 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED LE6EN0 LIFT HANDLE \ WATERPRGGFING COMPOUND mp M1 Albemarle County, Virginia CTftC tJ =EQTECH L - - - - - - 24' X 36' 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A 02/26/18 iz=zl+ cap unit (4° Height) r r - - - - - - - - - - ALUMINUM ACCESS SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN C��r1 � A-i Vei Unts (II Height x 19" Width) � " r, � Circa'.) 5956 9uckland Mill Rood HATCH OR Si �t e� / G�oiechRicaB <7 TO Top Leveling Cop Virit b" Thick 5tonc or NSR. 3" Lean Coneretcj RE :d"i;y�,;°4.)t3 �"�v/a"'I+�.-I 'a utt� i i 7r e #; Ele�inEerir3, P.0 Phone: (540) 366 2Roanoke, Virginia 3F9 - 1• _, .. UTILITY LOCATIONS &EASEMENT WIDTHS TYPICAL METER �JAUL T TYPICAL METER VAULT (3" METER) T{i!4 Top of Wall (Excluding Gap Uaiit) y to sta, I Fax; ; (J4(1) 9Q4-62QQ BOW Bottom of Wall (rod ding Embei&manf) - t-� j C's r�I¢Ei t °`T H; I"'= kq ft- NTS M 200 . •'^• • 5trrato6rid 56200 Viewed From Front Face of Wail � ,� �,,� Scott: v 1"= ICJ ft- Project No, Ill -1979 NITS 1 r 1 Date; 10/12/17 FIG. W-1 N,TS& FIG. W-7L rye Ill Geogrid Length (fit) 0 4" Drain Pipe to Daylight q = besTTgii oil Bearing Pressure i `��1 � Revisions: 1 02/06/18 Sheet 7 of 7 FIG, W-7A I TD-i rr TD-17 > �� UTILITY L CATION �� �� E ' ��;]E111fI�I��T �r'�l�Il� ��I 1��'���I�, T���I{�'A I�I�"I�E� `V 1-11 IIJ'� DETAIL `� ' ]�I�'�� I��I��'E� �T���IL� � � 9' tVIE'1`E� `� DETAIL LU RETAININIC V� ALL DETAIL -_ --- - --- --- NOT TO SCALE NOT TO SCALE SOT TO �C�LELU z a ASTM A36 AND HEX NUT CIO ASTM A588 (TYP) 2 ����� UNDISTURBED EARTH USOIL (TY) L - 3j 4" DIA SOIL (TYPr{yyaa ALL -THREAD ROD' WATER MAIN 12" GRATE FRAME VALVE VARIES 4" DIAMETER BRANCH T / `/ACNE BOX 24"MIN Cii 12" PEDESTRIAN GRATE AND VALVE t- UNDISTlJ RBED EARTH PLAN PLUG VARIES VARIES ,CLASS A-3 CONCRETE \—VALVE B0X MIN - OMEGA -LUG LU — TO METER BOX (SEE FIG. w-GA Y, i7 > THRU W-7E}- WATER MAINS � .aF•`'t"` �. x �tA' �°�7�"^,°, � P.E5TRAINEU JOINT FITTINGS MIN ON-LINE VARIES \ 2" COPPER (TYPE P % 1 L—i FITTING \ 2` CORP. STOP 1B° ELEYATIChJ � ! F ( \`l` UNDISTURBED EART '"h'.4TER MAIN�f fr L 4�" DIP � `4" PLUG THREADED FOR %/ RESTRAINED JOINT FITTINGS 2" COMPRESSION FITTING MN 24 TRENH CH MIN 114-20 X 1 314" LONG HEX BOLT VARIES THREADED COUPLING L PVC NIPPLE AND CAP ZINC -PLATED STEEL Fvc SLEEVE �T BRASS NIPPLE AND CAP i - z LUBRICATE ALL THREADS NOTES. C) DRILL THRU THRUST BLOCK 6AILVwLwILLBL4"uNLL5SOIHLKWISLSPLCIFILDSY I HLAcSA. \, DRILL .281 THRU GRATE ONLY �, ME ER BOX (SEE FIG. ,N-7 COUNTERBORE 0.75 X .18 DP TAP 114-20 THREAD VALVE \ SLIP ER O FIL IO A FOR I I AI VAIN WIIN H'x4" ILL. -N0. 5;r STGNE RLFERIOF,6.tvarol;IHHusIHLiaiKOEInILScJNIEE. r, ` Fed M.J, FITTING-\ `� `\ RLFLRIOFIG.V,'-5FCIRIHRUSIBLCCYI)LIAILSANUDEPIOCPCQVERONGAILVALVE NOTE: LOCATION OF LOCKING 2" PIPE SLOPED NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAIr1ED JOINT_ USE PLASTIC 51FEETING AS TO DRAIN IF nQltclloNroKDOLIs. DEVICE MAY VARY = GP,ADE ALL04GS SECTION • USE 2560 1CONCRE E, • VARIES �PI PVC OR BRASS PIPE NOTE: 313OVERONAAVE \-2" THREADED TAP 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. THIS PRINT HAS PRDISCLOES SUBJECT MATTER N WHICH DRAWN BY AWA MATERIAL ARE S MAIN AND VALV�PLUG 2, CONTRACTDR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM NY LOP LAST HAS PROPRIETARY RIGHTS. THE RECEIPT �r'� BUFORD, GA30518 ARE SAME s!zE \\�� PHN (770) 932.2443 DIMENSION SHOWN, OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 7-0.00 tit FAX 770 932.2490 DEAD E N D TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Ny last' ( ) 3. DIMENSIONS SHOWNITHE TENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH Is TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO.lNAME UlWW.11 last-us.Gom (TYPE A LARGER DURING CONSTRUCTION, THE COLLAR DIMENSONS SHALL INCREASE ACCORDINGLY. YlO P REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE LARGE METER SERVICE LINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2-20.10 TYPICAL BLOW —OFF ASSEMBLY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 121N PEDESTIRIAN LOCKING GRATE ASSEMBLY Nrs CROSS ANCHOR RESTRAINTS FOR VALVES IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN Nrs FIG: 12 PERMISSION FROM NYLOPLAST. �2oIDNrLePLAST DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110.034 REV C Elc- "J-S D-12 NTS 7D-I5 Fig. W-3C -- ' _i- _l������ �ET��I�C=FF�J�� L�� �� _AT GLt)R,'wHTMLT�PtilBD"_AFLA)E BLY DEILLACMETER �=L�I�E LtE DETAIL RILAL NOT TO SCALE NOT TO SCALE I�OT TO F�C'ALE NOT TO SCALE --- -- ----- - � C �D FINISHED GRADE tom'• ITI�IlTIlTIl1-1T— ilTl=-TFl-TIT--IT�-7f7- y� - � E rr TRENCH r,N,'.1-ic7R EXTENCt5 INTO SIDE 4F 171T" H 'A m REDUCER w E w � Il �n F �� o » rr- ¢¢ TCH,.._._.-.._ n' ldiN f '� ..� uo '-' ru .E _ _ _ "---�- - i_— i" i �— M G BI E -._._ _�P E N V a 1—III III-1 III III III i I— �' E v] ' .-y T"�- _ . +-25L0P.S.I.CONCRETE THRUST BLOCK C .r. w RIMP AND ROLL EhID OF COPPER PIPING f - P 5 CRETE T , g UNDISTURBED SOIL ,c .4 18'° MIN.1110 PA a � - }IT 42" MIN. m r, w w F- PROFILEVIEW REMAINING COPPER PIPE TO BE VERTICAL Y• W p E c� 2 \i 24 MIN. i—lF ;'5?ACIP Si-,nCIN SI�.a.CLvS ❑M c `D SHLIr-OFF CORPORATION STOP k- - F�L UNDISTURBED SOIL -EDGE OF TRENCH 2 4:' MIhJ. - - - - - - - - _ _ _ 3°°•�-i ( F� N N. 11.1- PIPE .E� ------ d REDUCER l '_Ill FIRRST ,(;J{T All hPGE P:G y MANHOLE. \,� 'L5C]0 P.S.I. CONCRETE THRUST BLOCKS 'IN OR EATEr NOTN, 35% TO 50% NHT GdPR? 24, ..., 5 -�..,,. -,ri '\\ \\\ < :TOY ',;ROT OYER 1e' i? / a �, t> ` UNDISTURBED SOIL - EDGE - - - .4 -� -------------- OF TRENCH - 2V MIN. - GJ F.50FILE �'' E E EKE NOTES' PLAN VIEW �- TYPICAL SERVICE TAP ABANDONMENT = L'• � c� E � E "? E o E v NOT TO SCALE x _ = N r�-'� w . NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING ,AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF DOM. PROJECT NO:16.004 TENCH, OR' AS APPROVED BY THE ACSA.. !� 3' MIN FAIM VERTICAL PENETRATION INTO UNDISTURBED SOIL OR AS APPROVED BY THE Tr=AL ANI DETAIL RDR0�! ° ACSA- INDEX TITLE: • CER.TIFICAD ON OF 55% COMPACTION REQUIRED IN FRENCH. 'aE''NERSI, t,"N 'IR,A.DE� 201-1 AND ;E<`-;,TER THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. FIG. T`G. 4 TYPICAL REDUCER TH F.0 ST BLOCK NITS TYPICAL MANHOLE FRAME & COVER NTS FIG, W-63 15 FIG. W-3D TD-11 FIG 8-1-D TD-7 TO-31 18 of 18 °- ' ---- �-J---- SHEETND:DETIL'ILTF 1I�LYPP,Al ��I�L�I� �F�I� ���r, ("OVER IETAL TCICAL RELU�EIR' THIR ST BL(_�)�TLETPlL TYPIC,L QLRVI�-"E TAP ABANDONMENT DETAILNOT TO SCALE NOT TO SCALE NOT TO ,CALE NOT TO SCALE DATE: O'l2/1 r ° 4 A a STEPS SHALL BE RUBBER COATED TEST CONNECTION STEEL CCAJPLING DRESSER 12" - 2" CATE VALVE N1 1 3MIN. C3VPUNG \ THREADED COPINEGLONS 54" MAX. \ METER \ �2" BRASS PIPE STRAINER 12'° MIN. 15" MIN 3a" MAT. BLOCK BLOCK 4