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HomeMy WebLinkAboutSDP201700042 Plan - Submittal (First) Final Site Plan and Comps. 2017-07-12DATE: 07/12/17 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 approviing 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 Ordinanice 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 andl 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 Ithis 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 lbs/acr�v, and in the months of September to February to consist a 50/50 mix of Annual Ryegraes 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. Perman€ent 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/100;sf. 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 reseededl 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 oaf final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall 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/all permits required for construction of these planes. 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. ' nc d1f conflicts cts 4. Contractor to verify all site plans and profiles and details for consistency an 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 fileEs 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) includiing, 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 siteworlk 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 witch the DCR and prepare a stormwater prevention plan in accordance with the VSMP regulationis. 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 shaill be in accordance with OSHA standards and local requirements. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state mnd 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 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 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. Where 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 points 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 dams. 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 lace until take to not the site is stormwater management facilities; conversion is p 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 MH - MANHOLE OWNER BOA - BLOW OFF ASSEMBLY PVC - POLYVINYL CHLORIDE STCVILLE HOTEL INC CO - CLEANOUT RIM - RIM ELEVATION 1005 BULLARD COURT STE 101 CTV - CABLE TELEVISION SAN - SANITARY DI - DROP INLET SCC - STORMWATER CONVEYANCE CHANNEL RALEIGH NC, 27615 DIP - DUCTILE IRON PIPE SD - STORM ELEC - ELECTRIC STR - DRAINAGE STRUCTURE FH - FIRE HYDRANT TSV - TAPPING SLEEVE & VALVE DEVELOPER: FM - FORCE MAIN UP - UTILITY POLE F&C - FRAME AND COVER WL - WATER LINE DALY SEVEN F&G - FRAME AND GRATE WM - WATER METER GT - GREASE TRAP WV - WATER VALVE 1420 LEE JACKSON HIGHWAY GV - GATE VALVE 6"V - 6" VALVE LYNCHBURG, VA 24503 HDPE - HIGH DENSITY POLYETHYLENE I`►►YMQ,kTA A:il LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 3551 PAGE 164 GENERAL SITE AREA: 3.73 AC ABAN - ABANDON(ED) MAX - MAXIMUM MAGISTERIAL DISTRICT: RIO ADJ - ADJOINER MIN - MINIMUM AHD - AHEAD MON - MONUMENT CONCRETE APPRX - APPROXIMATE NIC - NOT IN CONTRACT SOURCE OF BOUNDARY SURVEY. DOMINION ENGINEERING & DESIGN 07/01/16 BC - BACK OF CURB NTS - NOT TO SCALE BF - BASEMENT FLOOR ELEVATION OC - ON CENTER BIT - BITUMINOUS OH - OVERHEAD SOURCE OF TOPOGRAPHY. A PORTION OF THE TOPOGRAPHY SHOWN HEREON IS FROM SURVEY BY BK - BACK PE - POLYETHYLENE BM - BENCHMARK PERF - PERFORATED ROUDABUSH, GALE & ASSOCIATES DATED (MAY 40 2015) AND SUPPLEMENTED BS - BOTTOM OF SLOPE PROP - PROPOSED BY DOMINION ENGINEERING & DESIGN 07/01/16. THE ENGINEER HAS PERFORMED CB - CATCH BASIN PRVD - PROVIDED MONTHLY SITE VISITS TO VERIFY TOPOGRAPHY SINCE JULY 2016. CG2 - HEADER CURB PWW - PAVED WATER WAY CG6 - CURB AND GUTTER R - RADIUS DATUM: NAVD 1988 CG12 - ACCESSIBLE CURB RAMP RCP - REINFORCED CONCRETE PIPE CMP - CORRUGATED METAL PIPE REM - REMOVE CONC - CONCRETE REQD - REQUIRED THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE TH 0.2% ANNUAL CY - CUBIC YARDS RET - RETAIN CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. DIA - DIAMETER RT - RIGHT THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEN PERFORMED EL - ELEVATION R/W - RIGHT OF WAY ELEV - ELEVATION R&D - REMOVE AND DISPOSE AS A PORTION OF THIS PROJECT. ES - END SECTION R&R - REMOVE & RESET EW - END WALL SD - SIGHT DISTANCE WATERSHED: MEADOW CREEK EX - EXISTING SQ - SQUARE EXIST - EXISTING STA - STATION FDN - FOUNDATION SW - SIDEWALK FF -FINISHED FLOOR ELEVATION SWEL - SOLID WHITE EDGE LINE BENCHMARK(S): CHISELED SQUARE AT BACK OF WALK AT 470.95' CORNER OF SITE . IF - IRON FOUND SWLL - SOLID WHITE LANE LINE IS - IRON SET TBA - TO BE ABANDONED LOD - LIMIT OF DISTURBANCE TBR - TO BE REMOVED WATER SOURCE: EX. 8" ACSA WATERLINE ONSITE LF - LINEAR FEET TC - TCP OF CURB LT -LEFT TS - TOP OF SLOPE SEWER SERVICE: EX. 21" RWSA SANITARY SEWER MH ACROSS HILLSDALE DRIVE ±500' TO THE EAST OF THE SITE. TYP - TYPICAL EASEMENTS EXIST TO BRING SANITARY SEWER TO SITE. UG - UNDERGROUND VESCH - VA. E&S CONTROL HANDBOOK YDS - YARDS MAXIMUM BUILDING HEIGHT: (5 -STORY) 65' ZONING: C-1 COMMERCIAL, AIRPORT IMPACT OVERLAY, ENTRANCE CORRIDOR BUILDING SETBACKS PER ZONING ORDINANCE 4.20: FIRONIT- MIN 10' FROM RIGHT-OF-WAY LINE OR EXTERIOR EDGE OF SIDEWALK MAX 3€1' 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 STEPBACK of 15' IS REQUIRED ABOVE THREE STORIES. HOWEVER, NO STEPBACK IS REQUIRED PER SE 201600016. CURRENT USE. FLAMING WOK RESTAURANT, DODSON GLASS AND MIRROR AND VACANT BUILDING. County eilraaflatnrttl PIROPOSED USE: 192 ROOM, 5 STORY HOTEL WITH 2 LEVEL STRUCTURED PARKING C.'csatservAtion Plan Checklist ....'roi be phis€d on 1.:tandscsa e Plaits (Ilart(llaook, pp 111-284-111-297 for eeattap€etc slaa c€Tictallctras"} i . T laILLIlct ata . itaras Ah .11aeAmo 11�{ 0 #m 1U41-114 �1'r°'« rr `34a'Py SATE TRIP GENERA7I0 ? is#alt cr1 c �r aariiig €, olsic€ driptiwr� ouf trc:4s m 1>c;,,>v d)c 1"muti+.rci Carat€ t qr€' Srei€ct t€vc €iEtc lir TOTAL ROOMS = 192 ROOMS "racks c"sttr#a rquieing tr o wells or Vrstlbs; FOR HOTEL USE (ITE USE CODE 310) Propond ipamchoig cir woneliog, f>auyonrt'ho Iinlitsart'clearing, AVERAGE TRIPS PER DAY = 1,327 TRIPS PER DAY '�lurkraa .. i 1E es to W "a�,` d ;;hall 15.w miarkcd with t7rs`m or t bbo a at as height c It°ir.,ly visible (o�:l¢#i,aauci, cat;.rfagors. PARKING REQUIREMENTS: o grading Jiall begin r riff tho tsa;:z marh-ir ig liars ix<, n t,,t a , ... fi°, `.„ ```€`"i`aparavr.al }'}'t;�u:;t1t,,,t'.tt'r. REQUIRED PARKING: 192 SPACES (1 SPACE PER ROOM) . Pre -Con truetiest3 t , ; wTM PROVIDED PARKING: 192 PARKING SPACES Irrcc Pr sr.raa.i€ion and prole tion ;;h all b: rovir:v;ed With the c }a{tra tr,r oil ;io:. TOTAL ADA SPACES PROVIDE 6 TOTAL ACCESSIBLE SPACES _ .ta#ta#7REQUIRED AS PER WITH 1 BEING VAN ACCESSIBLE FOR ea#y�rF#€z{xr ADA STANDARD FOR 151 TO 200 PARKING SPACES PROVIDED Tteriv?, �:tlrtipt�ar,:ttn y<,Iaroral;tr ti'i�€#sG.4aztcl s€trt'ra�a: cri`t;na#slsucticraa csaai€;.irr€s ins€rac.frsl; soil Shall not Et>: pc.rriitta:t.;i `.=rithiei 1ta•,: dr;,€r4iat:;s,r€'fres«:; t lri::a�}: t1ACCESSIBLE SECTION E-41.2 (5)(A): 5. fast . rrsicrta and ,t 7raa Aat (r ctt tatlott% lTc uta #. TCOTAL ADA SPACES PROVIDED: 6 TOTAL SPACES WITH 3 BEING VAN ACCESSIBLE sracla C1i ,Ct•ti b,s d tat;l ff4}v rs ly 7tu'(`l $r c5 t e ti Ora°m'S'G. jr ire-, a3re ttW pa:rrriiited .'it test 100 fee"t of ti°lc clriulittr.; of'trces ;aa € e saved. SGUBDIVISION AREA BREAKDOWN 7, Toxic tb aieri#as.. HIOTEL PARCEL: 3.02 Ac. "foci tttatt.citiis siara?I «art l,s ; >.vr d ;iditiaira €till Leif +sf' kt� t ripiartr tr1 t ars t'a bu save;;l. FIUTURE DEVELOPMENT PARCEL: 0.71 Ac. ,rtt�ttr4taacita TOTAL: 3.73 Ac. rtt,, fes br, r4. a. 11;:d witlt,t. ICC `,trt ofat proposed bulltdirlg or er;ttling arr6'.i1v setall bt protcete 3 by r6l'-irsl . !''eaaLiaan sltsltl bO ill Irl%ii:a; ?taktl shill be irt',:l7ntt d and appfwiixi by E. f -,«may ld:.,a..wa.t€ir p€or'to l+ratliag or a:d53S:K?iit�YiCisl. 9. FICai tla i rxr{attar lovel ow rt hu rai;r d within thu driplirt#; t1t'si:rcc to be ,,3 aerc;c , zr, i -et; well shall bis prw, ideal rind a cons€ructitira detailAIREA SUMMARY submi#te,d t`asrtalry>roval. Tt€. PRIEDEVELOPED: ® taillu Ca t:1G ?:3ii.141 €k.4'�€ Ptat,t ;7r„ ItSr: • -.'i i' f„.: ., s }-. .. { •. VUi't;';l-4rt.€"r4Cr f{ia, <•, ai}1.xt...s. ,.Ct,s;: ia."13G' Si`i'„(l, ra..ttCY 1'r;.4I€ ::ltca.l i.t". IAw{i1'iCl4,ea; «419=. al C;i5k;3'il'C.i:t§C#3� ,.i.:,lisel smbrtrit€i°d fol #.rale a, -°=ai. FOIREST/OPENSPACE 43,995 SF 1.01 AC III Trenching anti IMFPERVIOUS 76.230 SF 175 AC runnoin� u MANAGED TURF 11,326 SF 0.26 AC t �%'�17C'{t lfCr.C1.i#age t� i''tjt ifed wirliin fhe Iilni's ofcici ring, 4sh;itl he done m (hr ia`a ky l�roln 1ho trUi:i.'a' ;it'€reeN ils rrlizil:Av,: TimineIiT;#.T, TOITAL 131,551 SF 3.02 AC r.rzcler a €airl,cr :rpt- s€astll Esq: ctgtasiticretl as analterriiiti��v W??a,:a it is tatr[rs;ipta€artt thatarsm�`°t:rst;r trenching will destroy 1`r:a;tie, roots. 12, Clem- , PO)STDEVELOPED: 'r17iiG:11'4' €t7# IEtL,sl alf, l Ia tli 11'sl ilCCll,i rC di i`iv4n l@I;'tSAF tiEr lt;tibi Mil+$:'iirt3, FOIREST/OPENSPACE 8,276 SF 0.19 AC T, Ua 'ttncl `l t MAkNAGED TURF 21,344 SF 0.49 AC Shall bc, try fes€ itrazr c.<I?Gatclir lry )t'.riaifr ;, Fertilization r)r tstit r tric'sl3ir<1s r ,:c,taartit ra lc,ci by a lro.;~ spos;i�alist. IMPERVIOUS 101,930 SF 2.34 AC NOTF, 171S THE, OkV LtilmER'S 1trS1'O"dSIBILIT VTO t_"£T 1'r3".tt'43IT11 THE CON1 RACTOR ON l'rtEE CONSERVATION TOITAL 131,551 SF 3.02 AC RT'.QLtIttEMENT'S. I � OWt'` ER 113 Lt (DATE) (.a.INT'il.K"rPURCHASER SIGNAlVIU, (DATE) -��o �In � N Y O Q 2 �>ma� ° f o41 a N u t` MICHAEL F. MY)ERS No. 33028 07/12/17 1�w slor�Az V, _..a w LU W DONT. IPROJECT NO:16, INDEX TITLE: loon _..a w LU W DONT. IPROJECT NO:16, INDEX TITLE: Em MANAGED SLOPES C;)ANN CG -12 lS> cm C: t"' 0 BeK 4- ..RECONSTRUCTED c U (Y) 41 4, Em MANAGED SLOPES le �J, "l- mlef AEL F. MY RS Lic. No. 33028 07/12/17 �sI0 N A L C;)ANN lS> cm C: 4- l 6 6 c U (Y) 41 4, le �J, "l- mlef AEL F. MY RS Lic. No. 33028 07/12/17 �sI0 N A L 0 S 50 100 15 SHEET NO: 3 of 17 50 DATE: 07/12/17 NONE BENNO 0 S 50 100 15 SHEET NO: 3 of 17 50 DATE: 07/12/17 BX. CG -12 -- TO BE RECONSTRUCTEED �r^ DIAN md "EX. FACE EX. FACE OF CURB � � {)Uv` ��. _ . / �\�v' / � u / v / / \ \ ` � Lie. No. 33028 40 DOM. PROJECT N{}1 INDEX TITLE: _'.._ 07/1=/1' Jill DOM. PROJECT N{}1 INDEX TITLE: _'.._ 07/1=/1' �Q� \��\(� �\ 't r DM , , - LION \ ,a f 'Nv,SDMH' €F i C" \ / ' / ORP / ' �� Q I/' "n o ,1" r,! k-� ✓J �� fi1f- . F t k,. 4g.� N. y ," 426 �,NN6 2 // ti \ \ / ti / /'� o S Op' Ov r .-'- o� S / / ��.TESE Z RGp o 0 "NTS 11 9 / SDMH �� p \N /��1 !k1' 0 ` + , , n ,, � 1�• � � o ,... � / / / �5 rQGp \� ���� �` � '�' / ,x fi �°rz=�� �t�tp" PER �k�i 1 �G5 ', -�,�� � � �, L --- , , 3g � Y Jb SDMH Jk ` N 5g'(9, S e �rk6 �' kLk BIUILDINC \ Qg �Op� GO���2 p �Qp, \�Op� OQ 0{y v .r l��uNE O , _ `t f �� o \ \ ` NA LOWER LEVEL PARKING PLAN , , , t \, ;\ ------- -- ----- ----- —--------------------- \ W 2-0 PUBLIC DRAINAGE EASEMENT v DB 307 PG 796 /� /� o Gl \ IJP w < . - v—, I I f o ��� op\ \ -. Q, ..r NPNc S�•. , \ 1 �� D p\N 1� G�pF.4'` , \ Q`� A)' I o r � pOSF- \, EXISTING -,� r � pRNos �� W NRETE I I oRAi� 32 tiPS� �flg`� 0�,1 ADA VANvc S ��s tr \\ r E 5 j 2° S M P� - �� _�,�QQ Q �6 GJ'� 9� �� X04 PARKING SIGN \�°� 'o \ (--y 3. i 1181 oz.s, 1��� 4940 0�� oRP\"1 , ~ >k o \ - � "-� / �.....>� t , 4 t , PROPOSED GUARDRAIL O DECK , D c, VDOT STD. GR Z/ w, I j = \ o y + Q Cb �p-Z-,t PROPOSED RETAINING � Q Q PORTE COCHERE 24" E �� WALL W/ PED. / ,. � � � Q� �' (MAIN ENTRY) %�OpoS pti' o` SAFETY RAILING: \� "D �.S r10Sc N� ' CONNECT TO` ' � ,f ,, I p+ � MAX HT= .. �'`o , , . , ADA VAN G� p"EN , EX` TING CURB, . E, ,, ,x ,y:,, � ,.. . _ -•- 1�,_ C, . � w`1 � q ti PARKINGI GSIDEWALK SIGN UTTER AND 9 0 Y A BIKE RACILN'%�5,A�aR r ,' PARCEL Zo ANTED 0 4 A-3.02 Ac T�P `s \ \ \ v � 0 � oS ASIGN FOUNT io �\ 1-61o TOTAL SITE 11 � AREA— 3.73 Ac. PROPOSED CG -111 c < r=, o ' , r E , , SCG:�2 SSNIP ...6 ._. . ;. � ..., 'Yq •f W � Qj� �-. � 1 r�.>`-'; �l! , r . , / J'V RIGHT -OUT :: RO CG—b RIGHT -IN C C l 0• 0 G- O , i 3 c o. r ENTRANCE ..:.'.� . - ": x , '. ,1 ..._ � _, , � � >r�� , , r , �; 2 D. aP �. , �� ���. . .. ,, ., .. PROPOSED 15 2� is � HT POLE (TYP) M( � LIG < ,., � •:`' 'c �, -..' Wi�.S ++ C`O J`P �Yk` G:] 'e` i.+> �, f : 6 �,cno h / �� � �� , t " ,� � � BIKE RACK �� � �Pk. � �'`� ® N :.t y r , '06\' D� In {� z .. t , F , : , 92 s —t PGF QG \ 7_1 v ir. PROPOSED 15 , -> ?t`w `• EX• F� PM, � ry -6 QP G LIGHT POLE (TYP) Q RP0\0� � i - w'• G -o cs oo lRE` HYDRANT s �g U FUTURE DMOL,SHEO v' oo �o c> >k rF o cG I' l DEVELOPMENT o N �' 0 12 9.0 PR , 0 N 3) \0 �1 ES. G -71 20' ACSA ? \ S• o ao .� ._ �� 4 < SOI- RSC\ ?y d ,� 0, PROPOSED 2 y EL�pW ,NOP o cr, WATER �F` 3 ACSA SANITARY • PARCEL � '� .o :� n A=0.7 Ac -�" 1N�0 PNE T o�� „GAS uNE� 3� w , EM ;;, P 2 9 S ' SE SEWER ESMT tJ> Cr o: GRASS FIREti 2-1 2 r - _ �,, REht Vt C E, �P I� ++ � A M '' � R 9.0 E CY�x L V ' , 'ti `2 . C-'.-..�'�'' ' `� p\N� N { O .� �•-- w w 4 4 F - ., TiJ� AC} ND /6'E`;-- \ EMERGENCY ACCESS `-� — 4 AGN PP`%E �� . °O d-'''/� — \ "DO NOT ENTER"'`SIGN p . ON ;' 2 SqN -�_ ��--= o INE _-- -A7 4 '2 • BEND GSA -7- 14 j S N I r ® 1 ��s 90 (3)BOLLARDS ,. OP., 20„ A �� py�ERL---w 4 �, to v WITH KNOX NE ESMT . 4 " ED CG -1,3 3. _..; - TER ii cr, PROPOS WA ,qT w __----w 0 CG- w,• BOX ACCESS ______- ` D�• _ -{�� 4 _ 9.0 - " ==""'" 05A � ,,A v ENTRANCE. FOR °'. - T 2 / w � - - - - - � "PARKING» s ' EMERGENCY .r _ __-, -yN PARK NG LANE" SIGN _ - ` ' C 0 0 _ ' NO �\ y .. EDGE OF w w c _ f- _ _ _- ==-�=" FIRE LL "� / P ° �� �,'.: _ ::, t 0 • S ., ` < - - � . : SIGN , / ONLY :. > PR _.... n _ ,„ E w_._._ ---w 22.5 BEND 2. BEND -0.. --- r, ..,:,.y-4--=-.` ..F1R. LAN �OtO H . `------- . _. --- OVERHANG ,, , _ � / - _ R . ;, ANG . /C ;. 2 AT 03 G .. E >. — R ,.r.,. , /�, LLQ - - _. 5 -- A .__�..._..�....._. � CLE AL > c A 1 �0A f . PROP , `� Nt R�L3 I� G ARK WALL - MAXa�HT =5Y N�A NG CA �� ��g � R- °` GENC "SOP I" gF CO SIGN r ROAD E LANE r. SS ROA FIR �0` ' Q ' TO A = BEGIN NEW �gy \ E � E =' LIN 0 ASPHALT SHA 2/0 I : 1 , / t • i 10 , 1 ¶NG GAS A LT � c �� - Ex. ", K� PROPOSED 12'x12' 61C : , N \ G�c , " : E oaK f� • DUMPSTER PAD' \ EXISTING UILDING w/ MASONRY RET.- c� CR SP w WATER METERS B I WALL ENCLOSURE r �Q 0� 0 SCREENING.�`� n03 p \ FOR '$ ``',, SITE PLAN NOTES: ` o E CUT N 90 _,_ ... 1. A FIRE DEPARTMENT KNOX BOX IS REQUIRED. Ex. ' OAK DEGR `°',BEND L 1 2. A 10 GAS EASEMENT IS TO BE CREATED CENTERED ON . A5 -BUILT LOCATION OF GAS LINE. $ PEN UNTIL SUCH CONNECT TO 3. EXISTING FLAMING WOK TO REMAIN O \` p EXISTINGw cuRg,, .`, TIME THAT GRADING IS PERFORMED ON FUTURE \ `� O �, A L I a mom°'°' Loss \ "AND GUTTER �g ��� 0 GAg `°,��' C ISE \ \. �,� DEVELOPMENT PARCEL THAT WILL RESULT IN THE EXISTING 8, \'`, Iv �g �E FF mm DEW mm OF UTILITY SERVICE OR SAFE CUSTOMER ACCESS. -,WATERLINE��� i 4. ALL SITE RETAINING WALLS ARE TO BE VERTICA OR s m e¢ oao. EQUIVALENT. (SEE DETAIL SHT. SP7) `%, 5. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP \ r BELOW40%. VISIBLE LIGHT REFLECTANCE SHALL NOT Lt ;, ,, °;, `, `' \ .� � ,' . \\ O° > EXCEED 30%. \ 1 E� ' \ `. -CO . : Lin 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE • � *. •, ''., `,. � ', '' i , \ ' * *'', \ FROM 51R � � � ENTRANCE CORRIDOR SHALL BE ELIMINATED. _ - -- iV ,1 � \ \ 7. PROPOSED TRENCH DRAIN TO BE NEENAH FOUNDRY5' I.D. MANIibLE R-4990 HEAVY DUTY GRATE FRAME INLET OR \ \ LIGHT POLE HEIGHT KEY 30 0 30 60 90 - '"ONWA""" -� Z gs.. carureina EQUIVALENT. _ S. RETAINING MALLS ARE TO BE VERTICA BY\ \ ''• - 20' HT. LIGHT POLE ` SCALE: 1" = 30' = 12' HT. LIGHT POLE <3 ANCHORPLEX WITH RICHMOND COLOR (BEIGE J ` \ STORM sTR #7 MANHOLE EARTH -TONE) OR APPROVED EQUAL.% \ i \ DETAIL STORM STR #5 MANHOLE 9. ACCESS MANAGEMENT EXCEPTION APPORVEDDETAIL ` BY VDOT ON 4-14-17 i i , n , a n 0 '( C Umm N s 0 } i a it of �PL�H y r Lic. No. 33028 07/12/17 �S7oNAL m 0 ui c� ,u C) 0 U 5 co} m a w z Lli c� A al CO I I v O � W d z w z � a C) Z w w DOM. PROJECT NO:16.004 INDEX TITLE: —_ SP6 SHEET NO: 6 of 17 DATE: 07/12/17 \ TA�� PROTECTIONSCAIE: 1"__ DATE: 07/12/17 FA of in Lic. No. 33028 07/12/17 MEN oil DOM. PROJU"T INDEX TITLE: P 7 SHEET NO: 7 of 17 \ TA�� PROTECTIONSCAIE: 1"__ DATE: 07/12/17 .r r-' r -> .y ,s / Qj EX. CG -12 TO BE RECONSTRUCTED / J', l f. 'fit ,•'' i `t f . ':� l \ �( f f f • f � f ■ ■ ■ ■ ■ f f r' f i 30 61 •f' SCALE: 1" 1 > _ �� E L67__ U inNN� � OQ�b� c �> 07 61 o�mm S) o`ry U �s -U \ Lic. No. 33028 07/12/17 1 �SIQNAL .� l /f f f f • f � f ■ ■ ■ ■ ■ f f r' f i 30 61 •f' SCALE: 1" 1 > _ �� E L67__ U inNN� � OQ�b� c �> 07 61 o�mm S) o`ry U �s -U \ Lic. No. 33028 07/12/17 1 �SIQNAL .� SHEET NO: 8 of 17 DATE: 07/12/17 a � • s is I a .. r fE !p ! PROJECT • `', NONE Bosom SHEET NO: 8 of 17 DATE: 07/12/17 a � • s fE !p ! PROJECT • `', SHEET NO: 8 of 17 DATE: 07/12/17 SET TRUNK FLUMD. SEE -) fl PLANS fOR EXACT LAYOUT -Size I Cal. I AND SPACING. IN, of Planting I - Red Maple 1 3-1/2"' - 1 510 TREE TIES, SEE SPECS. - 1____ 118% ­­______ -6 _P 1-5 'Quercus _palustpi$ � Pin Oak 3-1/2" 1 471 I- 112" 5Q. OAK STAKES 1 &6% e --_- SET 180 DEGREES APART 2" 1� fINISHED GRADE .1 1 4.0% __<Z::5_ Key Quantity I -_ Botanical Nam I = Common Narne 7_1 -Size I Cal. Canopy I Total I Canopy IN, of Planting I LARGE DECIDUOUS TREES - "kk-- ------- 24 Acer rubrum Red Maple 1 3-1/2"' - 1 510 "I'll'', 1 12,240 _ - 1____ 118% ­­______ -6 _P 1-5 'Quercus _palustpi$ � Pin Oak 3-1/2" 1 471 1 7,065 1 &6% TC 7 I'll ia Cordata Little Leaf Linden 2" 1 249 1 1,743 1 4.0% - , ORNAMENTAL TREES I I I I 46 I I AT 17 Acer tataricurn Tatadcurn Maple 6-T 1 107 1 1,819 9.8% 6-F 19 Cornus florida & cv.-, Flowering Dogwood 66'-T 1 124 1 2,356 ! 10�9% HD 12 Halesia Diptera "Magniflora" Two -Winged Silverbell __ 6'-8' 1 128 1 1,536 6�9% 1 BROA DLEA VED EVERGREENS (SCREENING) MINNIMIfflum. , , 11 "_ ,r/ , ­ I . 1­­�i�'­­­­ ­- :-- '-1, , , [-PA ____ - 31 Picea abies [T -B 24 Taxus baccata Norway Spruce . English Yew 4�-5' 41 1 47 11271 1,128 17.8% 13.8% J11) 25 Taxodiurn Distichurn -_ Bald Cypress 10�12' - 79 1,975 14.4% I 1, 1, ., I .... .. , ,._ I _�, i 'I,- . - , "I � I I I ,�. I ,,�,,, ,�, f, , I , r 11 I t 11,� Ii "�� ,� "�_,' " "�" I- ,� 1�� i��', t�, I , � ,�., , , , , ,�, , 1, , � 1', "i, I , k �11 I 11, ,`1 � \� �zi�� � �, , , 1��,/ I" . I � ,, " "' I/1, � , , , � , " , LANDSCAPE MAINTENANCE NOTES: �, o,'. ­ , � " , , � I , 1. " "_ rlll,,` ,,,� " i .1 � -�, ""', , i,� 1 ", ""', , � . I i , �� I lil,,,�. �, ""It ­, � K4 i "'i. ,_, " .,',' ,,,,,,,, �: --EIS E - 0 1 � � " " I / I , ,,� I . � 11 I I , , I" 1, . � I � v I 11 ,I, � I , , , I , , , I e , - ,,,� I I 6 � �4"­.­ , , 1'� , r� M - - t� 1 � I , � -j / " - � " ) , ,� 1. _,,_ , u ,� ", CM 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO ! � � 't " " � , I , 4�t,�-, , ,� Ix, �_; '! , � i, ci,­�y PlAth"wW!, 0) I I , i , �, -�` <:;�v,,z�,�, , 1'1� �, W.., "� / ", 1, 0 I\ N Q T , I / ­­ � I i� 2L 1 1 , % , ji': , *1 `­ I I Cons'arvalion ifh�n Chtc,0111 - To bv plgvl ��i Lan&�cppe Nitwit � t ,� ,,,-��'r",,_,? , , , / " � I , k , , ,,'� , ,� ), �,� , , - -, ,�_ , ,!`�,� ,, / " Mak"Iflook, J�p M 294-1 1 I-Zr, %, ,­p�,,[v spedflQaWo,) , > REACH, AN BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES ­,­ '% __1 N. 't, , " C < Z 2 q,):: iI � k I � "I � I i�,� � % �, - I �_, � -, . - -R - - 0 � z z I , 4 1 , , ,1 " ,- - ,� I F_ - I I I I , I �, ­, <� 11 ,,, �� IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ;1 I � s 1, � I ­, _1 1.11, ,�A' " 1�'_ I , le , I. , I -1 . L_ n a) 11 � \ � I 'i 'k , . e,_1 t, -�, It, "I it , , , 'i " �' �, 1, , �, L "'Q _AAt,n1 i,.7-��L9�ijA��-11L.Ak,t�F�-�,,t;!)"-PL', �, M Q5 �- I- S /,% 1, ,1 't,!,, " " ­ I , I, ,-, , " '-- iX,t" ,,� , , , D__ = n M E , � I . � � " -,-1 1_� �, , " - -I �I, , - " - - 1, . , �vi,, 1, , ,,,, (:�) I , " , .i, � ,/� " �_,X� - � , "" I" , �/', �,-- * ,,­��, ,,,( I - I 1� I co 0 "'! ,,_;j�, ,,-�,'� , , 1:, - 1'1"`_1,,,Z ,q: 4 a ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. " "" 1 , ,,, I,",,- , , . I _�-, - � _�,,. C a) _= 5; , 0A , � I I 11 .­ , " I, 11, "k "��i,Il. - wu,�ij- ftfi" if,�v­ to f;,� tt",O), IS) _I3 , "' , , , , , , , " , - . � I - D q) " " " - , " , , " �' - -� � I , 1 1 1 / J f I" ,, I I 11 / " I ­ �� 1�_ �� .�� �� I , �, i, i�",:t) � ,� ,;�� 11" "I ,1. - ", ..,q 1,���'.',�ltillt;�'l�l�l���.�';�l��tl'Ll��l�r�-:1�i:��, TO CC) �, � � � I - - . 11 i ,�S� '. , " -", .,."", /_ I I , a) () 41 , % � - �'/: ­� , , � n, , 4, ­J­�,�1111,'111­7�,11,� It It , � ,�� ,­- " 1� � � , I , 11 /� ,,-, , , r " I r (f) 4, �.�, 1 C, . 1k 11 -i� , x �'Ozl , , / ,� 9, -, , " �, I,�flb�r­!!,� 0 1 ,I � - 6 . , , � " , . I I I I I � , , 4 , 11 ­ ,j V, � , 1� 1 , - -1�;q, � I - _ 0 2. TREES & SHRUBS SHOULD BE PLANTED DURING THE DORMANT SEASON , ,q � �, � / , I � " z 1, _cd cr�.,,Wrp,v, w-. � " I,�:­,,i vr� iivn�'., "f.%,,,�,;4.-. %M � � X,IPI, I I., I , I "k, A., 11 ,,�,, , ,".� ,"-. -11 , . 1, "I", 1, - -'- \ ,��;�e, �_,� '�,,""\ I Z. Itir - M -�f, ,­ -� � ,�� 1, � � q I �:,,, t���i-,,,,'6��', - _= I i I '� , .� - ,�, , , _u , ­� �! , , / ", -': C IN THE FALL AFTER LEAF DROP OR EARLY SPRING BEFORE BUD BREAK. ,kl i ,,,�, � � , . 1, .,", " ", -i , , , ., ,, ,,,, -, , , ", ". " , -, ', lo /11, , _ �_. ,11 i"Y I ,� -1 r - 1. '. - " �K!i-,"', i,, �­J ,,�,iiff;�il� ai��,,,, "ilh Ixl,�� "k oh�­ !it ,, hlkh� Ifwiy,;,!N,4 I,� ,,qwp,,i:T-1'1,p,,�W'A�, � � , 1, , I - All, " , V, -I ',,,,/ � 6) . I 9 � i , t� . , I " I 'i t , ", iM , , , i "",A mi H', ", ,�� ,v � . � -1 i -41,111,11, 1 1 1 ", 'L � " , " � ,."", " ,:,-, - - I ;, , _ �/, ." , , . , , "' "I ,., , 1. I" ,­,ji,,K",i,A b,�,�,� mil'.1'," t�� ,,­,J.,,g 1'. 1:-n. i1i"PI.IIJ mi kr�­,;,d b, � C1­ty,i11,,i1!,k,Ii1 _" � -1 , i, ,,,, ,- _ , , , I,��`i­ , � , " , � -, " I It, I � / ,,, , , �� - , , ., ��, , I 1, �, ,, _a I � , I , , , � ,� " �", * , ,r 1 _1 - I � .e , , �, " � 3. TREES & SHRUBS SHALL BE PURCHASED FROM A CERTIFIED SUPPLIER. � ,�""� ,,�,,',i�`:� I "I. I , I I - I ,, , niLli� 'It ��) , � � .", " ___ __ .1. I 11,� 1� I '�,I � � 3- -(Itllf�l E c * 1-1- ­­ , ,I I, _c ,� ", �', _� � V, __ _CC�Lvxl_,�v� I - I 'IN I " � � �� \ � ,,, " / 0" F111' PM­y1',*t1 1'�11 !'Jiik�iu!�� I 1-01­'� 1'�ifl'illi­!�I�'I� �,;,i, j,,­,trt,,;,x,x, 5iii, , ,,, " ,,,,-' ir , , .1 , , W " ., , t - 1� __ " ",:Z�,,,i I � V_ f " _� ,� _��, '�, i , I� , " , / , ,� , , , � 0 � , "_ � , I I I � , '. ", ,� _�, I/ � , - , / , ,�, ,,, " I , , , , "I _� , , ­�,��. ,,, - � ,:,'� ,,: . ,,, , -11-, I , - I , ", " > I - J_ 4� L�Lq[pgLtp�og-gp� _�­, ,;i�,,jg�, 0 1. -, , 4 , ,,,_ , - , , � , f_: , , , - , -_ / � , � �� _ _ _ " ,I-,, - I . �� , , , , , / - , - i, 1� , � , "I .,;�: 3 - , , ,,, " �, �!',�,�i,._ ��� �� ,� , �p I -_ -c' � r - 11 S, � I'll, - ". � ", " t, " / " ,"t Z Ht,,Y',11�� i,,,,,�".h���%,�"f"�.,�.1'���4",�6�n,-- -.­­f!,I,, � i" , /I ­ -,',i.,-`,' � .­� ,,, � t�, ,A­','i'v­4i,oi­=t ;7� ti �,tiLj� " i.,I"J t,m P� p_-,,�i tl.� Ml,w. t, �­`,"p' I— e - It __ I-.-- _­ '. I ­ I f / . , , �� '_,,",, \ i � _,_� " " , �-,,, -, 11 : .1 1, �_ I � , , \�,, � I �/.� it,t,�,,�­i 1, I - , 1 " �,�,, "I " , - 1, %" '11� I - " 't, - --- . ��/_ , _,i, � "" 11 I 0 __ , - 111- -.1 - 1, I , , , ,e , �� ­ , - " 131�1 , , Z ., 1, , -, I .1 �� I.. 11 I I I - I , " ,!,�-i` , , I ,�� .." I " f � 11 � " , , I , -, � \ ..... I � . ­, "I ", ". � � 'x I I I 5� � It,lio'" D -4,w, 0- , 1 I I -v 7 1 1 1 1 1 'k � 1, I ­_ - ��­.111 --- .,,tv, , /.,," Anf--` I I I APPLY 3 Of MULCH AF I ER II � � ­ �,, "-,-C ": I V 1. , . � 11 11, I -;,�,­ , � � ': " -11 � / � 7 � �,_,� ','� I,", �,, I \�, " I �11'11 "�, i " ', . " , I 11 fie I/ � ,t,,�11,,�i�:­, � 'fl,t,,ut;i;,­­0'­,t, i , ,)', � �tl �_i' I �If),, � PLANTING AND WATER THOROUGHLY - 4" COMPACTED EARTH I? Ln WATERING BERM EXISTING GRADE - .... .... � ... - I ... I / .. , PLANTING PIT. SEE SPECS IFOR .. . . . - .. - EXACT REQUIREMENTS, PLANTING ... I'll .. .,-,.,. . , , .. .. . .... SOIL AND PLANTING SOIL . .. .. I .... ..�.... - - lj�ii�y`__ Key - Qljantii, � y - - "I - -Botanical Name - Common Name ----------------------------------------- - Size I Cal. Canopy Tota I - I I I 11-1- %of Planting I � � � \ I - 11 SHRUBS � � i i f 41_� � I—- I � , \ I � � " I , , ,I �\ , - � � \ I I . 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" t ,� , ­_ � , ___ , _, _, _ , 11111__ , " ; I ,"', ­­ , ; it __ - I A -, I � i I i 11 '� �, , � "I 'i -I � "I . -1 \1 , i" � \ I I i I 1'1� ii I I 1. - " 11 � � I I , I " , " 1. , ,� ,,, � , I � , � \X, I , , , \ I , , / I , � I I N 11 1� � � 1, � � � i 1, 11 \ 11 � � , 11 , , , � �. , " .", ,- I, -.1 _., - . _­ _­ ­ , I ... . I I 1� , - I _­ �' - " , I I � I i i I � " 1-11 I , � I I ` ,% I . " 11 . , " " I I , t I , � i\ �. � , 11 'r, \ % , �, I " 'O" I I, � I .III \ I \ I , , \ \\1 , "I 11 I I k 1i; it I 1�� I -, I ­ � , , " k 11 : I � � I I I I I \ ,� - I � 'Im -, I \ 11 It ', t. , I . �, , I % __1 � �. \ , I � ,� ,\ I ". k " * , , ,I " lu 11 % '_� . \ ­� i ,', . ... ,�� 11 k ". 11 I � 11111'� / , � " � � , " - - - ­ r_= `,, , _� , I I I � ', I t � ; % 11 i , 1, \ 1"� '% ", . I , , I ,, n , � \ �, " , " i,% "I "', \ tk� I I I I ! I � I '11, . . I'll � I % \ "" 11% � \ \ - � I., �,/.­ --- I, 1, I - f " I I __� �, I t, �, t , I -, � 1, � - ­ 1. _,- I \ I , I % it - \ t, 11 -1 ," - \ " I , \. �,, 111� t I __ I 1, �, I "I "\ �', � 11, i� � i \ � 11 � \, 1% "I't '1­1�" 111 I,� I , . " ""I" I ,1 � "t I I �, , " _�,i I 1, I I . � �� I I I t , - � 11 I - , , " I , , I I� � , ,� , , I I `\ \ ,� \ I., , � �, ;, 11, I 1. I I , "i I, - I I ." , " , " I �,,,, , � � , t . I : ; i ,_'_', � ',, � \ 1, I _ � I "I NONE 11 � I I t If, , _.",­ � , - 11 I I 11 1� 1, � � � � k ; � % , � ,I 11 , \ t I I I I �, I , , , 11� r I , % It �,tl,tj "I't, 'it It .1 �. � , � I I I I � Ill t �, �� 11 1, � �, 1-1 " "I I 1�\ ,", I '�", t � liz I/ � \ It / �11 1, I! ,�_"­ , , \ �, I � �_' , �� � , , I k �, \ �k I\ � .... . . , \_, .1 I ., � I �, ,� , I �, 11 , I i ,'I � I i ", I, \ 't I , It, \ t "', � � _11 i -l" I ,.,,� 11 � . i � . ; t SHEET NO: 9 of 17 � , I - il � � " , I I " 11 �"_ , " " � I - , . �,� ., I I , 1, I , I � 1, \ I , "" I I � � I I I 'I 'I, , , 11 � I , - , ,_1\ � "I 11 1� \1 I � 1, 1, \ � � � , , , -1 �111\ ", \ 11 It � I I ,I I 11 ; �, 11% � I , .111" I , - 1, , , " I 11 I, \. II "I I I " I I / I i 30 0 30 60 90 I , " ", ---' " , , ,I � I �,, � � �, , , t , I 11 ,�,_�, 1 � � I , � � " , , N ,, , ,,, , , � , " ", " , , , " , , I ,., "" 11 \ , -, 1 I I I � , " I, I I , � 11 ` 'I, ,,�I I I �tit�Nt ti,_1 I I ,,� 'It �, \ , , , . I I I� % " \ � �, ; , 1, I ., I \ -1� I " \� ,\ i I t � ; I 11 11 I 1 " I I \ I 11, I'll � , Ii, "Ill 11 ; , 1� 1� . '\15_1 ,,,� 11 It 'N , I \ 11 \ � 11" I, / � _,, /, I I I i" ""i '� � \11, "'I � " ! 1- ­, �,,�_11 ,-, � \ 11 ��, - � ,_, \ 11 i I \ . , �_, \ _11 IL i 11 \ 11 `� " I ," /I I ti , ," I , , - , � \ , I vt\ � , / I I \ , i, ,,, , i� " � ", � I "\ / ', ,�,,, "' TREE PRO I & 009 -_ !!n I , � - "��1111' ', � ". I , " " I � '%� il 1, - _\\ \ I I \11 I I I i -1 ,� 11 I \1 \ ��, I 1, � 1, 1 I , I It /I I -, � I I I . � , , / 1. I, � I i I ,�, -.1, / "I , 11 � ' - I I t� / �, i � � 11 � " �-. \ '� \; - - - - - SCALE: 1 " = 30' DATE: 07/12/17 1 1. It ti - ,,L' , � Z, I I I � , I , ­ I Z � � � , 11 � 1� 11 I I I �, I 11 11 .. .... I 1,\ \ , , " - 11 " I I � I I \. I I I � F , � I I / "I . � \ I t� I, I , " ," , �, t 11 11 i I I,_ "', " N11 \1 . %, , * ',I 1�/ , , " � ,r�. , i I 't - 6 v � I , 11 , . I I I I INEEM � S . � i � i I , I I � I I . . 11 I ; 11 I � - I ,� ", I I �1 n I � - '. , ` Ii t, 11 I , I . it , , \ I , �, ., I I I I , 1, I \ � , , � I � � , I �. I \ . � � ,'I � \ , � . " oi�, , ,'I ­�­, -/�, , ", " "-- , A—, �, .11" ''I I t) i ,, ,� ", �, -,%,I - �, - , ­ I ��- , IV � , ,­,f,�,,, �"­ / I I , ,'� ­ I 1� I \ k3�� I .i� , I I -1 ", I \ , , I \ I _:�c - -, '� ti \ %,� ,,,�i, I I % 11 � � - " ' � 1�1 \ I ,,, \ � It -_ I � � � \ I " I % I ', , , , _, , f " � � i i f 41_� � I—- � ,_,� , I I " , I I , `� I N � I I I 11 I � " , � " ,�, ­,` I i " � '� I '! I , " - I � , \ I � � " I , , ,I �\ , - � � \ I I . "I " n�, , I - I ,�, ,\1I , - 11 �_ v, ­�, �,�,,­ ­ '� I 1, �, j , , , . , , - , ,, -11, ,� I, ,� i �- �,� " "' -, / ,I I " ,,,i' I, I lr.z �\ _`i� � ... �\ "k it, \ \ ," I -r,,, I � I � I `� -� , i I " 6A', \ I I - I ­_ tet, -1 \ \ " . , , 11 ," '' " ­` � I � ­­ � I � f I DOM. PROJECT NO:16. ", , � ,I_1 � , 1-.. . I , I .1 _ .." I, �. , , - � ­ I �. I �, , , I, \ I� - -1 1� I I 11 I , ,� I I .1 " , � " I , � I I 11, .,� I I " I I - 11 I \\ , I " � 1. ,I I, \1 11 ,,�t�j"­-- ` � - � 'B't';,",� ;`, 'I" "'I I I 1� 11z, 4- 11 - .-, �--, �', . 1- / 11�," I ,) r� - " I , -, I , �6�, \ _,, 11_ li, �, �� 1111� N 11 1, , " ,/ ­_ , I , I _� 11 ", \ _,_,�� I - k , � \ � I ��\ 11, I , '� \ " "', A \ ,,, --- I , t I ) . - I , 1. I, . " \ � � � I �11 I � v, ., ,_ ��, I � �, , I , I I 11 I ". � I", \ ,,, ` �, I � ,z I 1� I \ 1� I 1. ,� , � � it. 1, "I 11 \ I � �, , I i - I �, , "I 11 I, ", I Ik I \ � i I _,t I�,"_�, I , ' \1 \ � 1 " I ,­_­,� 1, , , , I'll , , , , 1, -- "� , , �� ,­ ,,_� " . I ",­ -1 � . I I 1� '­ I , 1i ,_ - � " �, , t "I � " \ , \ I I , - I � , ,� I, �, I \1 , 1� � . �, ,I,,, X � � -) 11 I 1, /I-- � ____ " 111.11- ­­ ­­ I � \ ­­. -1- - . . ....... � ... ... � INDEX TITLE: ,� , * i , � 1, - I 1,1�, � \\ , I , 11 I I " , %i \ I I � 0, -, \ � " I \ 1, 11 $ , I - I %, , i , i, % ._1 I/ "", \ ��_, ,,, I , ,� �, , ', . , , _� \ , I . I � , , t \ i , �, I ­ ' " .1 I, , � , �, t", '� , , 11 "_ ,r/ , ­ I . 1­­�i�'­­­­ ­- :-- '-1, , , I � ,� �� I " � 11 � 1, '��, �, ��. I I � � -, ,� " , I I � I , " I I " � I -,%, 1, � ', ., I I ,�, , I � t, � %, ,,, . " \ ,,� tq i� , I , I , , " \'�, \ �k, I I 11 I I z � / � I � I I 1� ", I -1 '-1 , __ / � I � ­_ " I \ , � " � . ,'I - -".1"', ", ,". 11 � , I I /," , � It \ " \ "� 11 � -, �, I, I " I I I \ �' -,\ " `­ ­­ _` �, . � _1L " ( �' , 1 1 I � I - � - .1 � I 11 "., 1,,� I �, ""I,, , ... I ," - - � - "", . ........ -_ - :,:­__,__ _ ,�-�_,_'I,n­_ __ ,,�' _`r - - -, -, I-- I—_ ,:, ____ , , ­­­_ " _ _-, I—— :­' __.."', _,"I'll' -I _% I I � I I I i, , I I, , I -, i , ,;�, , � , I I I , It ), , 11 I I I I � � \ I I I I ii� -, , � 1, I , " � " , ! I I -I t "I " "I , t.-," _1 1� I . I , I % --1 -- ----- I i "I", , " , , 1, I I I \ , , , �', � " , I I, , . " t ,� , ­_ � , ___ , _, _, _ , 11111__ , " ; I ,"', ­­ , ; it __ - I A -, I � -1 I , , �, 11 11 11 A "I , 11 , , I \ I � � " , I , I , , 1, , \ , , I %4, , . 11 11 '� �, , � "I 'i -I � "I . -1 \1 , i" � \ I I i I 1'1� ii I I 1. - " 11 � � I I , I " , " 1. , ,� ,,, � , I � , � \X, I , , , \ I , , / I , � I I N 11 1� � � 1, � � � i 1, 11 \ 11 � � , 11 , , , � �. , " .", ,- I, -.1 _., - . _­ _­ ­ , I ... . I I 1� , - I _­ �' - " , -1,7__ I—, , ,� - ,- I -1, " S P �) " 1-11 I , � I I ` ,% I . " 11 . , " " I I , t I , � i\ �. � , 11 'r, \ % , �, I " 'O" I I, � I .III \ I \ I , , \ \\1 , "I 11 I I k 1i; it I 1�� I -, I ­ � , , " k 11 . � � / " / "', � I I I I I \ ,� - I � 'Im -, I \ 11 It ', t. , I . �, , I % __1 � �. \ , I � ,� ,\ I ". k " * , , ,I " lu 11 % '_� . \ ­� i ,', . ... ,�� 11 k ". 11 I � 11111'� / , � " � � , " - - - ­ r_= `,, , _� , I I I � ', I t � ; % 11 i , 1, \ 1"� '% ", . I , , I ,, n , � \ �, " , " i,% "I "', \ tk� 1, 11 I , I , I . I -1, � � .� \1 I � � � �, � t. \ � , . � I '11, . . I'll � I % \ "" 11% � \ \ - � I., �,/.­ --- I, 1, I - f " I I __� �, I t, �, t , I -, � 1, � - ­ 1. _,- I \ I , I % it - \ t, 11 -1 ," - \ " I , \. �,, 111� t I __ I 1, �, I "I "\ �', � 11, i� � i \ � 11 � \, 1% "I't '1­1�" 111 I,� I , . " ""I" I ,1 � "t I I �, , " _�,i I 1, I I . � �� I I I t , - � 11 I - , , " I , , I I� � , ,� , , I I `\ \ ,� \ I., , � �, ;, 11, I 1. I I , "i I, - I I ." , " , " I �,,,, , � � , t . I , 11'11� �'e� , , ,_'_', � ',, � \ 1, I _ � I "I 11 _" I I I . �,,,�', __­ ,� I �, , . �, � I 11 _ � " -, � " I " I I 11 �, __`111 I� " )" , I I 11 I � � " \ I \ ,_ ", �, r ,�, � I , If, ,,-- 11 ,11_ 1. , \ ,� '� �, , I _1 , K" ,� " " 11 � I I t If, , _.",­ � , - 11 I I 11 1� 1, � � � � k ; � % , � ,I 11 , \ t I I I I �, I , , , 11� r I , % It �,tl,tj "I't, 'it It .1 �. � , I , � % � I "I %, , I I � - 1, I I � r i, .11 \ �,, t �, �� 11 1, � �, 1-1 " "I I 1�\ ,", I '�", t � liz I/ � \ It / �11 1, I! ,�_"­ , , \ �, I � �_' , �� � , , I k �, \ �k I\ � .... . . , \_, .1 I ., � I �, ,� , I �, 11 , I i ,'I � I i ", I, \ 't I , It, \ t "', � � _11 i -l" I ,.,,� 11 1, 11. , � I . � I . ; t SHEET NO: 9 of 17 � , I - il � � " , I I " 11 �"_ , " " � I - , . �,� ., I I , 1, I , I � 1, \ I , "" I I � � I I I 'I 'I, , , 11 � I , - , ,_1\ � "I 11 1� \1 I � 1, 1, \ � � � , , , -1 �111\ ", \ 11 It � I I ,I I 11 ; �, 11% � I , .111" I , - 1, , , " I 11 I, \. II "I I I " I I / ',I , t , % 'I-, __ � �� "_ ; _1 , " I. , 1 ��,,� I , � I - t , i", \ ,'� / �', �, ', 11 , I �, ,I , ,; " , 1 � I I I / I - � I \ . 11` - 1, , /�� I� I 30 0 30 60 90 I , " ", ---' " , , ,I � I �,, � � �, , , t , I 11 ,�,_�, 1 � � I , � � " , , N ,, , ,,, , , � , " ", " , , , " , , I ,., "" 11 \ , -, 1 I I I � , " I, I I , � 11 ` 'I, ,,�I I I �tit�Nt ti,_1 I I ,,� 'It �, \ , , , . I I I� % " \ � �, ; , 1, I ., I \ -1� I " \� ,\ i I t � ; I 11 11 I 1 " I I \ I 11, I'll � , Ii, "Ill 11 ; , 1� 1� . '\15_1 ,,,� 11 It 'N , I \ 11 \ � 11" I, / � _,, /, I I I i" ""i '� � \11, "'I � " ! 1- ­, �,,�_11 ,-, � \ 11 ��, - � ,_, \ 11 i I \ . , �_, \ _11 IL i 11 \ 11 `� " I ," /I I ti , ," I , , - , � \ , I vt\ � , / I I \ , i, ,,, , i� " � ", � I "\ / ', ,�,,, "' TREE PRO I & 009 -_ !!n I , � - "��1111' ', � ". I , " " I � '%� il 1, - _\\ \ I I \11 , '..1 11 ,,, , "I 11, � 11 t I , � w 1� I I i -1 ,� 11 I \1 \ ��, I 1, � 1, 1 I , I It /I I -, � I I I . � , , / 1. I, � I i I ,�, -.1, / "I , 11 � ' - I I t� / �, i � � 11 � " �-. \ '� \; - - - - - SCALE: 1 " = 30' DATE: 07/12/17 1 1. It ti - ,,L' , � Z, I I I � , I , ­ I Z � � � , 11 � 1� 11 I I I �, I 11 11 .. .... I 1,\ \ , , " - 11 " I I � I I \. I I ,,%� 11 `� � � I ,�X, I I / "I . � \ I t� I, I , " ," , �, t 11 11 i I I,_ "', " N11 \1 . %, , * ',I 1�/ , , " � ,r�. , i I 't - 6 v � I , 11 , . I NOTES: 1. 15' OR 20' MOUNTING HEIGHT INCLUDES ANY BASES THAT MIGHT BE PROPOSED. 2. ALL POLES AND FIXTURES TO BE BRONZE. 3, ALL LIGHT FIXTURES ARE FULL CUTOFF FIXTURES. 4. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one—half foot candle. 1 ! 30 •i 91 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 Wk ALT H 0 ®v° „ MWiAEL F. MY]�RS Lie. No. 33028 07/12/17 QNAL DOM. PROJECT INDEX TITLE: spto d 15 KAX2 L.ED P2 40K R3 I K Pfti'3CA`�a£ LED { 1 23013 24$ .... ---, ; tF`JQL"°:-4 i VIOUSE-SIDE SHIELD 1 s L—y I j s i e i Max: 20612cd ---( KAX2 LED P2 4€}ti R� I�'.k AREA SERMS SIZE 2, PERFORMANCE � LED } 1 23235 �... x{46_... f MVOL" HSRA(f Kr1�S, 9E 2, 4000 KiPE =4, !20.277V, r HOUSE -SIDE SHIELD 8 Max 21. 7 d KfiX1 UV Pl 49K R3 KAX AREA SF SIZE 1, PR.FG�RP•1r'kNCE S #€ e NIV U HS PACKAGE 1, 4000 K, TWE 3, M -277V, 1 } HOUSE -SIDE SHIELD 3 ¢ £Maxi 4 V Ld 3r 1 .,. Lu.,.�.mm�,...n-::,.,�.e,n .•••»..mm�«......mm�+.a. F,.--......,•.sw+. m.M.�••.nn++..�, mw.. �...,... mmMwa.w,.,,_...•...� .•w�,. .w•,rnrnwww+ vu wwmm.•• NOTES: 1. 15' OR 20' MOUNTING HEIGHT INCLUDES ANY BASES THAT MIGHT BE PROPOSED. 2. ALL POLES AND FIXTURES TO BE BRONZE. 3, ALL LIGHT FIXTURES ARE FULL CUTOFF FIXTURES. 4. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one—half foot candle. 1 ! 30 •i 91 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 Wk ALT H 0 ®v° „ MWiAEL F. MY]�RS Lie. No. 33028 07/12/17 QNAL DOM. PROJECT INDEX TITLE: spto SHEET NO: 10 of 17 DATE: � soon —NONE DOM. PROJECT INDEX TITLE: spto SHEET NO: 10 of 17 DATE: � Page 1 of 2 s,.,, . , _ M Square ` Non- pend Steel Pales Shaft t The polt short Is one piece cusrr c.;t: herr� fabricated t- f m d raa G grad,,, T bnC ir. t . 1 f ' { +- i- / sit of rrri t,^ -'.y � n she material shah ca a lU I1. i E "S," t ti ha . iris a ur,FCorm rt0 t } L tC. { 4 gauge t L 9 ,.s n h 50 list. The rai_shafttansa.full length ' 7 P 1tt.,n 3 C;77rtf, uuYrt £1{. 4t f r,t A S r. C,rad" C Y 7 AS. la,i3'�. �a"*?'raF'rs,sfstan4:T ,;`.ld and is viriforn,ty square. in toss-secilora- nrt6R leak sides, sztta!I carnes radii and is"ellanC urmicifill propIr "c5- - - - Base Plate - -Tee trnerec r base is fati,.c,.,ed {fcrr is structure{ trualky net roiled caibor+ steel p9ate that Eneets or exceeds a ti ir': €ruir, ylow strongtft of 36,4,00 p-1, Ine anchor ;ease tales'ripes elle,, pole shaft ar d is cYrcuriferandi np tve;de0 tap and bateum- All -ids are perfor-ned urs acrurdance wile. the ±?mes icon - weld? rlo Society s' _c7fit tion AWS 17"-1, €+nest ae3 loll, _ .L Haat Cixoie: O.C'f.o' Srt. farm.: 6.170" T'hickrasss; t;.T5° Cerradaalt Opi*tsin[i: 3" Crn,rii.K§Y rc F.e-en'.ttfivo for don-stallOrtl Shmansoeu. - - Anchor Blahs Anchor colts are,, fabricated from r_omrnercErt qual ty hot roileyi carbons lief bar 'th, taw. " or exce ells a _ minimum veld strength of 55,000 gSF, Four Property sued anchor 7aga45; each ivpht tbro eeq.lar. Silex nVis _ and veashers, °sr furvushed arid shishippedr nth all pales unless otherwise specified, Anchor tDirs shalt have, ells 'ECir:,d24 and rmdvanl, ed a ands>inlriro of d rtc;,es ht: aerandance w!'Eh ASTM A-1 53. riuut, galvtariaed anchor resifts ars ,avaitiible Upon request. - "andhole P.PI oizt reircr4^,d casiie aria harir5±",calei having a nonFurnn z " x 5 " inside openir•g.; focatei; 2` - n"' above _ rounding i?iv'ision . Fri inside the harrdhote rind, - base, is. standarri on all votes. A i , p _ _ 4 finish .Standard 'tic, exterior surface: s : doinied ui4l an aikal6ra a Miss tel rani ve surface,contaminants- and S134L basted Ya specifications 35 Published by the Steel 5Crtrc'tr.rea p 'r tag Council t'ii Standards 5S.u C- SF3IS fRe e Pre)-, she exterior surface ,sct i^ailY.t* eretY:rrltt all iron Phosphate 17t2 t€ia4„rsi7 +, al si in - - tight tr:d ro- r nsea,-vritc arnua2nR freeslt :afar-E:.en[dir: req-ccecial FrduCi'artri a=.rwl sea;ar, forming ry m dry t e c I c 5ta i:ria seating. A polyester thermosetting p000nr cuasmg applieduta the surface of the substrate to a r 1 - i i r d arca m hiss€tlrn of nuts s skandzsrd cit sit c.r{a ties sties €nt Internal us face int ad rag l`:c powae cases - P at rho base-, nd ,ac.d vh tib a tne'n5Pasttc hydr,cabbc-t resn slum sr t aFYforEor a r. n i l h-(1 - n n Cris; tt €2 r,4. t s aril a n .qt ta, . ^a ! -� kr tea' ttf 3 v- err `else., i ' a Y. s g application eras untrea..d ske „art v special corrosion ;unit)€:ot's anti is capahk: of passina t+dors hours of snit spray expraine (ASTM 5-117),' SSP - - - ..-.__., S Hill 5l �.--1 - •' >._.,.--:,._._:.- SSSS,,_ .._..T_=---�-^-.�..:.,T�,; .,-,..�;..a .ax»�_.�.,.>ra�,a ' a��.��.,._�._._ 2^ , ^ uarare ;`dory -Ta Wired S.eef r'rldes ..o C; iLS rI' S Fa Nol lsal Height: 20' Bade Diameter. �l"CI°' Gauge: 11 f,. Cls : B sra r S Go+'s it curd, il*ycsunarTt� Der:lgisaton, i31l - e cover Options BCP - tags$ tt � xzn..q [ C; 3:,5 �;-fSx3 i 3 L M1 V"qq.4"§".pp �'bpp'Rryryry.+c Print. This Page. Er'eatail'This Page - View Par Version - Generate New sscLogic choose eff€arLSt P'£icTt- P t Main Ment http!//'kwi.tidtisiries.com/"St.ibrnit$heet,asp 7112/2017 SQUARE NON-TAPERED STEEL POLES 9 TYPE A N -- - - -C _- - - - - ---- oT TO SALE ,—",.__ __«_._-_ -_,—._-.. _-..___._ .__.. ,SSSS"---____ —'-'--- , I uinrrt OLtp rt t ,sr ".-,Ff s t. m-c.,f a ,rte y. ^ex<e.�r'.o.F I Its rz.-e>. r."e vi/'4t eI,ivrata+s sur -i ,,Fir "...els.ar-xa. r1-4 ..ill,;r.; :: ,,,s..x za x;r,y-: Chia -:uee dare c: a.:�w'tr.'n «o,yx ~ry.xm Lupien Ambient Temperature ^rl + I^ Piers U9T Lit f 1 T" lYsi" - F. the <YSxrfl; .0 ..,—I3,t=,+.t : a tUR" e:rc� a,,.aa;v..:.,a.,da,>,.e<. i; w.-i:'r:s-,�,,,,+� wn., Elec fold Load 777"M x.t iA_&4 ' J.g1t i,b}s; Q.Y"0. Cr5.E J-,/��:_. SSSS -,..t......_.._-- - f _.Y. R,_„.y •. 19}yry' i4rh' :`.ellx Tian. �t95 t _F _£A - J Fh -rT li4 ] E fp 'Jah� ; Jz t sir s ad'...,i ..,..ciY7 _�„?_::�„ I ✓r .._ t#. ..; Projected LED Luraen Maintenance sU� ;.arcus_ „xJoz sfauss. ,_ nrn_,r3:-s-dobd.F-.esnC FEA'TURi s & SPEC IFIAYiONS -- - - ;v,t, tiu`n$e i alFcccc c FiFfiv svxxN4 x7>A€�%r2l, "`,:`:emx.M'}-•-?T{v,.c[,+o”IsJ—F,l:f36.`SS;a,7wVaLliVox�yv:tt.a-;,.rS l'.1s,c..p,::'Jaa'-xn`. a, a. >• ] . G �.. ' .. .;SSSS”. 3 rz--'nv,. vs.. ,v are.vn :'h rag.,, _s".3 roA, Y k. ...r. "r� : , 3 _ , i,. s x dn... t.. - a .�,': s o:' r ,,...el, aF+i, ,•: .a5 •e 'aur � .v a: " ,s J,,ti x.;.G'..e .E..:.u.:t,ri,s,. y'>. ,,.0 ,£..�,.a xi 4_.w.> - E :t]« -ir...' CG -..ter _v.0. ,,vv:es..aa ser »mar.,,::,. ° ... t. a saw:t a '.n ,v ,.r E .-E a ] Coss, 1"4 ,, ,, r k d id A V,Tt>N t i t i k :a. 6 rP d. G t t 3 e „t r t »ay r. s ) fS SSX->- >J ,xa _-J -61.1 .r,. ., SS.,.> a_ r . 1 :. !e+ vL0.+'3C > e .dea , r ._ _. ,. 1 rs,r os - Fit P }R ,, -. -'h t 1 a .c l a , �' r r n I a „3 uJ .:.is' : ,t«, ,5�.',.°v,..>I....J„ a. w f. .>y;o..:..-':. ,is 3} i „h.. ,, ,iE .. u"Ce _5:J'.. ,..c-. .t[>t. Vii€ i = s a i s ,� r -tar 4 S' ; Y :C7,X ssza Jay.. ani: s 4 <n+�:,s:,.o-.>,l: ,:>s,,,j.., ..rf ._.. '.> f:..::.. .. axr.,sy ....r., ..: n.. >.,. S. _v;' N'a ,'.a;„.xv,z..<x,r.,rv. dgi sxs x.A�: ar.rd,,:,p.€Soy's'; o.,.aT i,,i :s:::,,t. r f l 1.r r.. .'m=, r - - t n_. t -At":. r. ... _r _.ria ,_ aY Lmm R.v. .a- Sial +atia tut , .v YnT ,> F -r+- v S, .. v, a , ,, _s., t ,t 1. [ 1 ."*YT sTMar,CYfeR IA KAX LED SIZE 2 NOT TO SCALE Pape 2 of 2 r; I,--- I Fill 5 i Terms and Conditions of Sale TERMS €Vee 30 days Croffb' rile date of Ccu'llparly,'s invoice uniess3 trib raise speci;Eec?- A 1-1/7% Permoron Oce charge i- nlcded to accounts past due, PRICES published r issas arecuhse t as .par e without uS,ttto Pa_55tCt of price sheets tl ria v3 O Y& a �`rOCompany J ., 213 to t€P Pcite>e'f�ss5 tg sLchIrce&tE S ni{ Ciders are s Gct L7in ;3 tlPlrtuei and acceptance FY the Company. (n e- accepted arid approved, arr.ers will be bi44LJ a, prices currently in effect rtcF5 t„''? "�C invoicing, or psi'.r«P. c,,Ott.t 'tx iC ." , a-StvanF oTHE MIe4IFttito INVOICE CHARGE SHALL BE $50.PO NET, ' DELIVERY Air goads solo, am deliverable F.O.B. K',d industries, Inc., Sugar Land, Taxes 774'8. TAXES - The Cern salt Y '`s.. prices do net include Federal ;Mate or municipal sales, Use, excise-, or similar taxes'. Consequently;, the company resen'xs:.ts,e court to add to the s,i.rlEs Tars."r of it, urocrf,c, arra.^. presentor ftrT.ise sales, ass{:, excis':e sir t:t?fer similar ' tax 5v}7[ch shall to Pars; by the P uc:'l=aser or In here tneaeof, the. Purchaser Stead provide the C'olpfrarry 'roith a tax ext r ""tion c+_rtificate acceptable to the taxing .atrth„ tires: FREIGHT All of the Cgsnpany's products dile priced and sold C.C.B. KW Inti€usoic_, Ina,,. Sugar Laid, Texas"7747€€. Transportation criargas :ail! Y'2 y repaid by the Company and SnIded to the net ;a91_1; orksil unless spedr}ed by the Purchases - ROUTING - The C:crnpany will 'specify :he method and most routing of rant products to ensure WeWest effiicierat;ind ecorse,rsticsi sh tranent in ' `halt of the Purch sser. l -he Forchuser ,.iii assume charges for spas?af services such as Cartage, ar freight, express or' 1"nult9ytle deliveries on one order. _ - CANCELLATION The b-r.tt.n consent of lira Company shall be obtained pricer to a osairt iation. of any order, Carn-niladon of an order may s A)jFa .t the Purc aasea to a cawrdiakiaan charge based upon expenses ase,ady, Incurred and commit:ment> made by the. ' Company, - _ RETURNED GOODS - Specific vrritten request and arrangements rru>tbe made in advaarce for Purchaser to obtain credit or replacement on material ret Cried. On material acct 'Ped fair return Purchaser rnuat prepay return shipnYent incl -Cry minimum res':ticking u P it Y F charge, of A01;4 pias any chal*Cje necessary to reviork good$ to ,a resiallab?e ca'idition. Custom fabricated Products try special order are riot subject to return. DELAYS, MAGE OR LOSS - - FJ�, the Comparry, is rot :and-si;a!I not be liable for delays in shipment or delivery of its prod'uct`s' ixineri caused try.strikes, Clots, hurricanes, c'iv'il disorder, fires, material shortage, breakdown It; manufacturing facilities or any other cause beyond its reasonable central, fnY claims for damages, _;css or s}o..a=3 n_ in transit most be ae t, the F.rrha=..r to th .dea err r CdrrF4f. The risk Oh ItS5jaS5E;to the Purchaser upon relivee"}to .i.a carrier, - LIMITED WARRANTY - r 'i wilt he free fc<xrf fens in rr;ateriat and 'v rt roan'sh f r a erica of 'Che Cvrnpany warrarta to Purchaser ttat'ts produol-., wt e oe _ �i c x i{r J p I ., nine year from tr date of shipment'b4 the Cutn anf h� 'Warranty YPCnx rhe. 'Iarrar€tY s# ife3fCY ex t„S fi 8m ra rJr -r s ' ]fr err ret -ria rotallong roR induced eed -vibration, hairmoric oscidabon or resonance associated with the e mityronerit Ji s!r currents - fnA71 ik.ad act, If during Warranty period, the product proves d `e Lrua t n material or veritnanship, tire Company shalt Sh iH Coriae anA-defect, e s a tt n ct, r by repairing any defective, parto r by making > +vealaa�. at the Company'sanY'& >ant lse��d r.. replacement rr>tpart ant ,Pchar e kq the PUr.cha_er if h�P Purchaser promptly,tt Y - ratifies the Company and f"i tr.Ss Psac` of Purchase. >� la"shriryru f the Company under thiswarranty,-or For any loss or r ddrna e arsrrcriot P or.connected tvitlthe ce.c_a n manufacturing, sale or € 2e9i tpr. Products, whether the c a- is based a,an.act or rc 3i;3 r A shall not axe -Fd terr Fi o �rlinkae.to the value rtt?a, product or it'L which gives r „is e to 'tho tfadm and upon expiration of the We, ,anti'Yeriotsit Such a"- ta_Yshalt terminate, Ire Gumsaet sh a„ r3o beliablea (OFFr - t'^ (fru ';r - f 1rr , -t -t rd:r:. n �, lim t2 -' u loss cP profits t . revenue loss o. use o clt� :etfi .., :tssY special s ar eonse< uen.anl •da, Cie es ii c u but i . Cf C p +5. P � g 4fSL b4ti,7[rproducts o - 1a; r charges o sahaynor r .nstall t-Fo lefa>r.tlve product, nor an/ product Y laneGo riakior e:L erases to and front the Cern Sari 'S {}tan[.{ factory repair or r platernent is necessary. ilii} viar€anty, 3s made with respect. p p Y to parts or auxiliary equipment not manufactured by the Corupany. Tarr foe 9ping Warranty is exclusive and in lieu of :ail col e. a g=. I zb d ' - s Sir ins - f e- and she 3 _nhsttnite tsar .,o c and :ori a ee r "she'd u< the yeller .varra]iT,eS ,whether written, oral, dxg;rf:5 pi d y Purchaser and liability of the company, NO WARRANTY OF MERCHANTABILTTY OR FIT14ESS FOR APARTICLAAR PeRPOSF. . r 3 9. Sl±Ati< APPLY, The t�ornpanJ s Rr«4u. s at no', oHd as a to aAietrr pro -duct" ur+ei, 1 t S s, E t'72 _ E ERA G N t< Ki7ndustrse .Inc. reserv.s the, right to ,change any of 3 radIr i' J56'C35CAt n5 without notice t6promote product huprovernent ,and/or allow fur mrteraai avaalaisifity. The ctxrtract for the wale of goods by KW shall be performable ' in Fort fiend C aunty, Tex:s, Prices SU4jmct to change without notice - li!tp://kwindtisti,ics.com/Sttbxij.itShect,asp 71I2I2017 ON -TAPERED STEEL POLES - TYPE A Page I of 2 ,dura �%W, w y f� i' Square Non -Tapered Steel Poles Pole Shaft 'rh,3 pule shaft is wee piece coillAruction, being, fabricated €roan a r,efdabie tirade carbon steel structural tusirig m ich ties a uniform wall thickness of it gauze P. 1196;. The Prete Shaft material sharl earif'zrrn to AS3t^9'A-5b4 Oracle C ollh a mininrurn yield strength Of 50,000 psi, The pert shaft has a full lerigur - Ifsn3itudinat res:;staance vied Food is uritt3r rosy square to cross-s-Flscin with flat zidgs, ,nail sorm r radii ariul. r_xc ellent torsional properties, Base Plate; The anchor base 3s fahr called from 3 stmaural quaint' hot rolled carbon steel plate fiat sheets or exceeds a rrtlnimem Yield strength of 36,000 pial The anchor `vase telescopes the pale shaft and is r'- top - - r o with t1 a American >!. e :y r rrared in Eicea r3rrttee evit i ,, rn. can -dad. '-riti7.rnttrrh, P4FI'o4u J. are 8 f~A irr.,u¢n'ers:natlkL web .o a p '«'; eLing Sccfe specification, FYI: . f, latest edt. lon. soft c;Caleb-B,G9" Son Ohio. s3.i" Thieknks', 0,75' Conduit duct Op e neag )' consult Kyo' retrresentakive fcrr near tarcvafd a3'rwriseuns. Anchor Bolts ' isr 'ata -ara. fabricated from csr a ui,caat pa int' hot railed carbon steel bar that ntt'ets or rineecas .a ryaicn. n<,✓. molketum y aid stronger of 55,000 psi, Four property $iced anchor pelts, each with two regular .lex nuts and washars, are fc,00 Sakod and ship Pea earth all poir5 unless otherwise specified, Anchor baits s rag: have Cite threside4 end gaz=ran7zed a reirsitionw of 8 irci:es in a,ct,rdance ddlth ASTM A-253- Fully pal„am,zed - 3sfhx bolts are avt4'aFte tp}n'request, Handhole Air oval reinforced crasketed handhole, hav-sng a oorn nal 3 ` r, S' inside opening, !scared V- 8" above Dasa, is standard an all. pores, A gvilusoing provision is located §aside the Iranabale rind. Finish Standard The onenor sulfa[„ i5 deairedP r,,m an ailianne nitre to remove surface r,Ontanl6hales and shot blaste=d to specification -1 as PublishedFoy nia steof Structures Plaint#ng Council Standards S:SP&SPIG - (near vwhite)< The exterior surface 15 che6ris„ oily p .tented with tan ht€a phosphate conversion coating thea nnsad with ambient fresh crater containing spertal surfactants and sealers forming to dry tight olicre-- rays.talivae Cos bill. A polyester.therrrosetting powder seating applied to the surfacer. of Cite suastrate to. a' S astkiRmuan of 3 crib€$ is s45r#el;3sri or ail :tr;s:r flnislrC:s-'fie iraterrt33 surface including the ;w`rarlea' coated arca at rttt^• bass:' anci «tcoated with 9-Awlk-,; a tl,erroolplastsc hyrlrrecarhort resin system specially formula€ed for apin leaden vi de, untreated ,tend surface's, to a G'aari ries$ of 3 rules. The internal tenting snail c=ontain special coma -ion Inhibitors mete is capable of pais os SUOea hoo,S of salt spray ex'YsGStt e (AS €T=5 t3-11.7). _ SSS IR..�. -- - .=-,:E .:., - ,�.- _SSSS:,, ,,,_«.��..�.____ _____ti spring Hill d i�Ji¢ ^' Square .Nora Til, r *J steel ^'S I i" E a C 8 t 1'+74 ;;" Gauge: - iia 2R : 9,CY" {" td It Pir3rtTlnat (i�iglTt; 2dy Base C� nn >t � FI ` hl Bit Standard - Bronze fI7 Sal G Mounting Designatlorl; DMIO ^ ord!adlc+ T Ciinsirez,irc ma 'ilC3ti f'i-S': B� Ease cover t5 � } SQUARE PN- TAPERED STEEL POLES , TYPE D NOT TO SCALE _ -- -- ------ LED Size 2 P" (._E. Area 1 ucniriir 1 .,___.___._.__.�..—.___._- __.___ _.,_.— _ a " , * Capable Ltiarlitnaire S csl, i'Ci'I d�d1S 1�tf' Yi i^ r Ai- '� i F =,-t E r }; >3, i5 I} as ^ria Urs. 17io y} ,f85_v- �N IT3f` 3 L .' °^ provide i - Flt-�r , it, ® L>Cf2rf .S ? t -_{71;3 t nt �� ... EPA: Q::A ` ^t.lfm, :f t7 a rL a ... t,.rr r--- ,rl'n.G 1 ' F � } i ,- t , • r 7 �- rLengths ;acs:.; %J i A(i.Ctit r t,£ansa;trti5,bs"narernaai;frr>>`tou;ty 13" 3r-,ind,'sPrc::i,aCln'su chroma,,r cwciistei,.yWititiu --SSSS-.,.-: " ... t=*„r _ :'his lumen :•.e is A' Certified torien ordered �ratf= 8„ r-------- ------- L -- - __. (-) L� co,ilrois sharks r n a , I,p. d ..3ek 'rcdla<, i Hdghz: R;ssM;i !.: ' -._.: 11 _— H •--7 DTt OLl, e4t,airarsd lu i srrLs sin..., the A+ Niedght 4, rb; ] r= xc..'>,:; c,:uein f�r`,;;rni'.^.a`r,C 'o c,ire, :',cr,trrx lana➢: nuas5r ” _::s:. .. -:,::. Fi .. {t tt L. r...... i.�_...,1 ;rite+.c+rler,„t:lityy T F s turn r>a r "s aa» 'd 3.- ri Cicrt;Gn_d sclotion fcsr - ROAN -2 us hi _inti Wi:e!es: ccrrctroi cr_t,sorks, pro,ican out-cf-rhe bo. corircr! com„ aebiliky Mot - in,pl can t rssr r - g, wl,an cadrr,,d,viil drivers ann con'hot options criarvicri by a 00d<0; OR c?IEr`�- To learn arise about A+, v, -_v_r,_. dSl t; h "a -i-.t;.�af'syj'..t I. Sre ,.)>do,elg treee% for details, 2 a r ent:f"eiluny tr rRO ^tr {.ilre, Shetrs;zer of cone ROAM node ,per Isar irialro Sold Sib ,a. u+aty, to Ls i4 IM1d HN % A z: ,,, $,,,,",. l apt �.... Vii°'._._- _.___, --_ ,._.«.._ ....... ..,..«.. ., s" . > ''� _ EX1A�3t^r'iPLEz k4AAX2 LED P2 40K R3 MVOLT SPA DD8XD KA%2 EEO'}r' % K GIG d Y' Y \ b' f W i i rs�a, :t,. :U U ,r ,�x 'i,,., .,..v w�ii*`YGu`,:h`rv.a,'..:uz.,, Sg 1 f %Taff `<. ` i A. r in t sna reser:"sea r pi ; x - , era x F. i o . c tF pP aE yZ a N an A+.y r :tr r mM< r .. -r Sb:. ''�"t: F�S 1p3' Rr",4 ''u.. ,;i .aa- iw . ra:.a y 1 +ar+ SMi $ aratel- e sc I 2W I PP P• Y elsk NM' ro rJ,.., u J 341 E 484 C I - f �y .: ml "w^ f g gg a 1 Slyly , rk ., u . Tln_,� n,t,,, ,nn ., rsa<x� . .t::,ti 1PEfi5 Y;e: ++tz., ,"}..„r;TM�,!J7p{” 1 6ax6 ;ti!'n 3s':r1.+iE'. i:" C' _ lU t, r.iF7 ai;,eart>r w::J:s'l,, ru .„n„sell ` ., , .« `'rl' NX z ... , r w a, ,. i SSSS ::SSSS c,.+rt alta; -r i.>l'< 7 r.0 x.. x3 a a” �..a s,, i idY ,.t a,�„ OtEYXA In:..'c s . rr Cir' Ew s, Flitrt ; 7artta Urrr nl5 lv-ra Fshi, ai sl d.r 'tt>-r 1 Shlppeut sterAdy i apaal Fk:t liar Cad & x',m r r`a asnsr r- FS 1>v,sio,: yr'i 1.,^ .ot c e,"I4 , a or 5 i 3',tY7P , l ...,, :ir211110V -,trscslr en. rcF, 15.K,i_,,.tr h «, v:r .a'<cxnl ,.;}s: ,i:' ills .x .,'l. ",�,yh,,.,ie ({ fl'1Ytis(o !'r't,,;,,,,; f,4"] , J9 s .^•..:E- uwr :' II LIr"47,'VI . c a W4 "Kt Frv-, ar r L.1,l7lsllRi"o_.,]'mf, r5a,:�,c,,sF_, i - KAX LED SIZE__ 2 __ NOT SCA TO LE Page 2 oft Of Terms and Conditions Sale U TERMS Net iii drays from the date a' Carnparty's invoice u:meiz utheiVinse speii;ierl. A 1-1124€, per month late charge. wilt be added to actalrnts past due:, PRICES Published prices are subject ka chance without ddtice, Possession of prate "Ine€rs iii no:,wa f obligates Cainyaarl y to sell to the Purchaser possessing such price shein. All crilers an: sub3ect to finof approval and acceptance by the Crsrm_any, Once acce ated and approved, orders will be billed at prices turrhriti•t h; effect at tate tinte of invoicing, or at pr'i'ces euoted by theCompany' and accepted by. the Purchaser ,f fire order ini,nives ark iktm e.r items r_overud by special quisativm THE - MINIMUM INVOICE; CHARCE .SHALL BE $50.00 NET- ' DELIVERY Ali goods sold are detrverabde a'.CI,S. WN Industries, inc., Sugar Land, Fex3s 77472 - TAXES The Company's Tnicas de not inthucle Federal, State ar rnunicipaE sales, use, excise, or virni{e:° race=. CoitsogrtPr ciy, the Company reserves the right to + the zein- price cF its Nratuc- ally present or uta e calico, . use, excise or u - N -K sirriVar tax which shall be plaid by the Purchaser, or its lieu therinst, the Purchaser shall provide tele Company with a tax exemption certificate acceptable to terata taxing ait"wri ^de«a. FREIGHT All of the Company's products arcs priced and solei F,O.B, ;Clad Sndurstr ies, knc., super Lams, Texas 77478. Transportation charges will be prepaid 15y :tile COrnpany and added to the net sales prig unless specified by cit: Purchaser. ROUTING The d, specify R r= Y.ta Cdrripcny will sS,e�]fy the rn_tktad enc* �ut'aeig nil all products to ensr€r>a the most efficient asci economical sh pan ,nt in behalf of -the Purchaser. The Purchaser will assume charges for special services such as cartage, air freight, express a= multiple cel-iuertes on one order, CANCELLATION The ivrtrtcn consent r;f The, Company slimy be obtained prior lis a caucc) atiorr of any Order. Cancolinho:u afar, order may Gultrect kite Purchaser to a cancellation charge Lased upon expunses already incurred lard commitments made, by the Company, RETURNED GOODS ' Specific vtritttesr request and arrangernerics unlet be made: in advaor_s for Purrhdser to obtain creast or replacernent on material r'etureled, an material accepted to,, r b rrz, Purchaser must prepay' rst]„; n shipment and pay inuroninar restocking charge of 40 s plus ar,y charge nerg355rY to revvor:: Beads to a resaleable tendit=ort- Custom hboii ated products by special order are net subjeet to return. ' DELAYS- DAMAGE OR LOSS The Company is riot and,shalf riot be liable for delays in shipment or delivery of its product,,; ,when causer; by strikes, riots, hurricane's, civil disorder, ,`ares, material shortage, breakdown it) linalulfacturdg faccHibes or any other cause beyond its reasonable control, Any (hem.'s for tfarrages, foss or shortage in trarrat roust be made by the Purchaser to the dohvering carni@Y_ The r35k of boss passes td the Purchaser orlon d„Civery to the carrier, LIMITED WARRANTY - The Company Companywarsails to Purcr;sr that As products will be free from defects _,, r ma: gat and vorkn-ans .p for a period of f oris year from tit.= dal.: of sni meat tY the Company (the "fivarrsilt Per!Gr"l. €hs Warranty s _ificatfYexcludes fat+ ea faihurn ax similar phenomena resulting faro;n induced vitiation, harrnortic oscillation or resonance associated with the movernentofaIr currents amend the 'GicducC If ck<3 t- h€ W rranY period, h e product proves esi defective ctive in e' riot t . r Vr, aPs,iD he Company cc t cY any tf@CY at its 4P tIGn either r i!repairingany or bYm7Kl} available t the G,ns5 pan a e aa.nsr re atr7tent art it nocharge to tile P r n ser' theassta Purchaser promptly n ttftes, n- Corripany ante furnishes proof of { urchas The aab)Rty' at the €`O r ny under this Warra till' or for any less or r damage arising out OF, or conn vcrd t�with, the design, rr: cattrf."CatClriacg, sage or use of its praa,.,e u.,ts whether the claim as blued In contract or negligence, shalt not eXrsiecd the price rlifilicable to the value of tate product or part which nk cgs rise rzr 'he saltans open expiration of the VarrePulled a.1 such liability chat! keColne-e, Iie "ompas' Shari Put te:ahfe for special or consequential damages including out not limited to, Fos of probe, or revenue, lass of u e of tile product, cast of substitute products or labor charges to renes e or reinstall the clere'tt'tve product, mir any pr vinirL transportation expenS?g s and €Cora the Com Htant`s plantt- iffactory repair or replirecircolt is necessary. Nc warranty is trade with respect to parts or auxiliary equipment rine rnartufactered by the CnnYrlt.rry. the #ararrcring 4tJ €Canty Is exclusive and in lieu of all other rvarva lr s w et er xarttten. o-raf express so-r'm bled and shall ton,t stethe sole rm exclusive remedy of the t .. c r 7 PikrChdS2r and ifa.alitsy o, the Ct377lpaS7Y r`#t} WARRANTY ,)r' MFRChIftPLT6aFiiLiCY ilei I-ii�NF;sS Tia. A PARTICULAR Pl1RP'-.flak: SHALL APPLY, Tire Company's products are not sold as a' currsusrier product under 15 0.5.C, t::2301: GENERAL KW Industries, fax., reserves the right, to change any feature or its published specifications without not!cr: to Trnmota allow seer! availability,The cors contract ,or the salsa of floods b KW .shalt . e , �irt rma'alts pr duct improvement and/or d tole Tor materialt g Y f. o in For: Be€t4 County Texas, - prices subject to ctla nfe wHtbc'ut notice - htip7l,l windustries,cotyi/SubniitSlleet.asp 7/12/2;117 SQUARE NON-TAPERED STEEL POLES , T NOT TO SCALE M; -,.._,_.._.__-.",.__._-:__n WWl . .____.___._..,._,.-„-_„,...-,...___,-.—_.-.,__,.__ - - Controls & Shields , rxc S - - FiFfiv svxxN4 x7>A€�%r2l, "`,:`:emx.M'}-•-?T{v,.c[,+o”IsJ—F,l:f36.`SS;a,7wVaLliVox�yv:tt.a-;,.rS l'.1s,c..p,::'Jaa'-xn`. , ' S n.N Vi A' i' a" Sk hr Set N ! &': iI F�Are .2-13..''- - 2 ^aorry u` ruts xs. ua¢ n ,C: ,LaL .-#,S, frtsx cat §,.q.,i kVr _ i S 'rr Sx`vFhis' rVrl K.y.x-'m, :; rovF;S su4 a qr,,° -S rW^s ..v Jms•yrta rtxu yn t mm hh^k1;>3'y Erx,.z Cw �., xxu:t.e:ronf:'t,n. n' YNAC":[%;tl ',I t LY.34+Ano::a,m3-tri'.. w, kr,,i 3� y erg . rF 7. yv: he ,scl, sr Fes,): iv ",,eg'na icrx-S 4sis;ai{il A v �' .i1lCk.C.^V§'7 .. - '5.A-1 'C_v ;A's^r ,S -APF rs n,-_ l :v.e4;;,rieac€tr.,t?u' ... - V.b radii; G.:i mart re#P,'M'Si1`J` ':. Fra''.,tr,? "hs3, 9d::.y'e.C,.._L.d ,A, tavrtC. +t-..4;S3.d t S:Y.,4ru`ar^,}r 1C ,,.�.�'e.,ask«-1»a, DCPV L..1sc1.,-,,4,.va -Rasa<,,r I iia s; r.:a i* rK_ '. -.ix.L b iLi.x. SA'AK & x rAu malr'at,4, 1v r.2i s Fit _ ': 3FYM.zYSi,t x t� ? lura x t . t fi ra Y[P! }.V - " :, , +. k M x._ ..xa ;rix 'a- . 2 .;iwh -- r.aTitxfdx, x--i,n;,n°,x L"fo;vat-m,:.Tt . ,-j___ ;Z-Seams#r are dam. S.ev€»u v«ar flue, >,<. .,N7vnars..r?,rxsa -,Jr;{,a^suawc-x:+v:....,rca.,, A,"w,x sae's::c-,:.., M; -,.._,_.._.__-.",.__._-:__n WWl . .____.___._..,._,.-„-_„,...-,...___,-.—_.-.,__,.__ - -__...____.__._ _" _____>_.._._.._...._._____._.—__SSSS-.-,..,-,....._ +xiii.Saie E3 :..L_1V 'w4�.._ sW%nn,W_",q.iFv; s"k-r a.*ao P:'. TiarYgrt Mounting allpfi r- 3 - - I- = LLukwrss-atensMdt>'4kd Prt Crtr Nr°,., ,; : ",n= SSSS SSSS.. .. ,yam - 1 _. u:•ct' giaBtN3 Y, )a iisxi S" - tuiw xe sir W tvs ,4',':° 2-3lr R>r 3- S` .` - Nt. R i0-i;.f 'A$i�S-_EG AS..o- niiXr 3_. Ai72'v t`t. 7Si'ra-dpi T _ ,:.i i as' f ''. ora ;a, csrd S;7.rt74 h57,., Tat 51? r5,4F25-4?} AS A 5- .. � ' 5 35 1, k 'u YS.ra 2Yi Aix., S 3 §ir 1u. _ .'e ., .a ease „ (. rr.:*.t..°J ,....... ;, ',''',z r35 . _ , a5 -.'al a 3. 1h9 - i ,r'' .� 3 - ,d M, J n :, a { r :, , +. k m_ i :a= e -nig x: rm SSSS .':n17u^,r x'Nm .r c.rw r a t .;iwh -- r.aTitxfdx, x--i,n;,n°,x L"fo;vat-m,:.Tt . ,-j___ .Ha. ,' ,h Y- f r"vn .sc . , , . .. ,._.F?,9., t.>,w •x Sari .,n i Usia`Cl Vii€ i = zx to a s f ..,. .. ti. __11�1 - - -11.I i '• { s a x s 4 i _ Z j 4 a z l f f }� } J r J 1 ti '' r - '. I,. SSSS.: . ::._ 3 `` R ': ;` i : ..._ . - -. l F i .., i R4 as t , .., Cru y ... q 1.. SSSS.. p i ; : , :' ._r t s SSSS.. .__,---- - .. - , - FAI dfrlWa, v,i.,.,r r,a SSS KAXLED SIZE 2 -- --- - - - -- ----__ _-------- NOT TO SCALE J',, i _._._ SSSS Area �.l i n 1 Tri I re cam+ C:a, able Imminaire Specifications � y,.�---------� Yfr�E c n i_ ar r,, icalcalctis, lur.liflatre, vkr ct, hair brier, I. in, ,EPA: ""` ^^.:' GI+_ coatedUn.Gi-criid' tapr ee cgs to f c,f_, ra.ici '..tL ayi . i f '. aptr>ezrar,C-; an.. s7,.,,m-i rel:; t_-_r.,;,ahr!]:p' ,',-M1` ,,�, yty r,9.a,ni . -SSSS-.- ,;.;:^ . - of rcn!Fg-_,'t,,..,;,, Cyst this Ium,.'rrsrr3 r e _T 2Per Ac:sii,. ',`�:. rt = � f :^r ��'i�'" rFl i ,.r 73"' t+M-..__,.,.,,..' .a $.. _< .: .. Ct.r4:,,.r;s. G6 .. y'mr Y„y WFdtk: ... p],.,:} r- r' t lum,.'ir t _.e t t >t va c t^ Falv r..}x P," SSSS.. ... , _. -. _ ?tnlght. .rr..-,,. r ... L .,._.... r OTLIcentr7riai,ireedi; ihx,Fl?'.'a3ur i.:„. flleirvht 41 ar i ! F _ • �"`�- LTi 3i E. fie uanrped Iurrfir a c,> rites. A tf d �” . a. frn1�t a,:_,t,e i r -. _- ,.. < ra gibe a a iwr.l lir,;Car ;C frlrntc«c7- ,.:at _,1_, .._I e.o;aer,ik,`.i,oyl TN.; lumi:re',re is part clan A-1 Ce i >✓ o ,u,';o i 4cr a � e sds r r t CvFbDf or h. ar d n ...ESS Cnr}trU rE de FF, Providing rrul-ri�-thbox.contrctcompatibility - - w n Simple commissilitning, vle,v'n s d with . dhvcl` ar,ra conloll oy>ifors ol,,:kitld Py yria4.crr!! h 9r'xt ;u T - T:S,3amn,r,.e -Po,dutta',-, tist_?,vti� _uL�Y t3 r=,c,-^11.11,x:3 3. See ory Ging live for rd- tails- - n, ill Car Silica SnLincus , h.;.,?,ntu, f FE t,frr_ the elide, - of one fit fill rcr:3e pe= aur-iirl aim. Sold :.c.,;aran_ly`, IL ' A to §6 S is zaaw i :,' _ ., �I,Gtf`d/d l Ileo r!'� SSSS..._ _ ........._,__.._. _SSSS...____ _.._.___.._ ._ - ..__. ,.," = ' ciS ? EXAhiPl E: X2 t_ED P2 40K R3 ,MVC�LT SPA DDBXD > I'. O ,SSSS.... F ::::,. ,V ,: ':: 4_ ... r: :::, ,,,,,-,. SSSS. SSSS...., .Sulu: , ........ gull:. .. - E ..,,,,,,,,, .. SSSS t .. ... a -'a ,t�. .K,. .-. -.."h ,. „ r.,i., ."� .. SSSS-... . y>v r -,I :'�''"i't,., 1 Yr xo, '"x"•K•„✓6 ;S„l;;> fr; ' 4,s,r \h9?=3`^>•t,'3;..aY': ,�' mss, , � i n ,, f. J s , 1 ' I .,,u ,. ,. .. SSSS., ., ,.,�,.... ,. ,., i x CSC,t_tr er 4 i .,& � iia^• edi ea d 'i 6F', vad e j ref r''t `v4 ' ;x,i r FSE r't1 S' �' xt; 52A fir x.3 s, o- l Set „i n`1 x Est` ' A2 v I i }tu' sluppi,4 crcu,,N WA fi5...U`a.. 4?i ,' P I I + 1;f. tia�iE i f j. SSSS [ : :.. ... ,. t. (/ { ' f! tt. a A ., 'i 14: `f:: -, r,,,.. o; , yxr I r �<�, y �' { r�uisn"�4E .:�ffi SSSS ...,. Sh eal , ,� Slug;. ,., ' 3•'all L- nsteilesa $hfpar4t died GCstG .e.:..ro..,t F % k}i , vai ,a Me s E 'ay Y 1 m -riS tar ...1 list A13 ilia:. 4:11 111F m. F. S §„ ,a+2.. r,,.k:<J 1, r . : '': F a;......,;.. urs... ! f ... _.- ',; 1, ,s F, . i ..> 1..,, .._1 l :nS ''; ova Y ,.LL ..9..E u. , e e"ttr S ' F trF FK:...,L �. ::5 i € Q ,A � • -, t owl o :..,::.... ,. ...'a ..:Sill; �::, 'a, t,:e _ Fit 0,14 -z- -,c 4',3-15'!','V +' i - z,'^a 'x., ,it ;:z° F;il to r:,; I C'iss9W ,i .. ;nH Fda 4� tt k'4. v= : -i > h' hk ,, z a. e r"r:` %W'dop ony - Vapor , , 3NIF{it » rr.'.e axrsz ,!:i: .s tat.. Cauls' x` as v4'F ,iraf,w {, s'>x :x vis?fief(}f a* loos;,:,',xr':d,Pr„r ,- .I ,..ry,r+i.T„+n„» ciut'.n^7. u ” I5 ,.,t. v,y..R.;l&ti G`A'H,is6 ...1;:., : sur# si+ u'.dh.'':r,., & i -W- . .... sFAX15 y!?AtB iC c rrr,zrl'wm# « _, r.. tea, — Zi;fCH7'ls" lGr,< «,,S SSS, ,d. «. r, . _> 1 ll,. v :;; KAX LED SIZE 2 - NOT TO SCALE - �- o 0_ _ u n N N t0 6r � � — Z _ � 6 6 O - =6)� E 1 V 'T V L e M S U ''�°� lr�lP�TH OF If I 1 6 I I i I I 1: S P I I L 1 i � � 1 son . . Bosom 1 6 I I i I I 1: S P I I L 1 i 1 1 6 I I 11 k INDEX TITLE: Y I I 1: S P I I L SMICIEFIMM > - �- o 0J L N U N 0NQ 17' c C O<-2 c . L_ = 6� 6 p (L_0) n E D N 'i4 _Z o I, u`1 , '- 'T - N L 0) S ,E J1 U Feist t of 2 Page 2 of 2 0 Uj 111.1,._.., ,,..... _m._,.-:. _..__,- ..._,_...:._,- ... --------- .___._ -_ f,4: Mq ,# .,..-. ,11__11_, 11,1,1, _11,11... -_.. 11^_,11,.. _._ 1111..... .._.-__. ,1111..-1111..,_ .................1111_. ,-__..._ a�]/�¶' 1:1711111m, :-, ter. Lumden Output •.>��� '�.k",, #- v u,,_ as roc u. d' ^u n a'i_t u-a-.,._n,,,x..d-w.>w,"a'-c�esrraM.s,.,-a a+`:y,,. ,':.K.ec.'. a,'F'xe ar,.:,c,t',:y t;, nrga+,rved`.,a Y 1'` - ;.,rte l«::� Nr,,..,,„ rF.a,.. aro.. �. *r 'Ct%nira9s iu Sh6zlds , were, - ii�.:11 I1 VAe,.'.^;te._s.a:n;.k,n.es+Yr."".:W..a-.Vta.,,,'t,J?cf.4R:.•rW'.fT:.k'-[.8v,.,^,SA ur.)ni tpXr:+.4A•vrn:.s+' �.. ,m 4x,oij u"xe::!-rf 11•• -ori: ',.a �-Jr:. nt. Y{��b� ,'h+«.CE ii',n 5,y:.Y :-WJ €K fY 51si:,:l k',+m. � „. Terms and Conditions rxi Sale C,E Pmrc. S txl e.. r::r ,a_ ,.rut-r..-+,e,r:: :_'^>t 'r- .€,hY s Ui st,v, rtfy{A,-11 4 ".. t'!l"' :Y :1` .r _E_ 'A.>,:-�i t yt a %� n c "' .,& •fs9,..:...zw-',; ` 'Y'Y;.izMS 14 .x , _:� na Square Non -Tapered el c�Ie ,* ::; ,_,.,,v "'oe .. , 4:-,.d, a:i , :,. '. ,rr^:. ' - Sa Po - -n.' ... , :... .r, F /. r 4w - . .:. s. . eol' S .,v,erna..a,wn ..,� .ia^:.P's.N L ICtiV r :G . r. ..:r F W - - : r.' ,. _ - .ate^ '':. ,yy _a"fi : f . - '" " Ne 3 d' V5 Y ,}" s's1*,vetice unless Lat9T0rr1€se specified, A i- SJ .r ., 3 , C,,. _ _ „e n:..,rx s='ar. a,t.siw r•r,'-« .�,-i'�r:� gg5 .,., :< `. r - i g :•fi • .;;,. :Enwc. - t D a fas t Lhe date s'.GUttr:.a Y V sly v per mc,n�#a lute t aa, roe 'rrili L� added ',s u,x,s z ' - :xr . s r.^:r, ,•, 4sYa S.y,.J .. F .,�,- ,III .1 .:_ x.. ­11­11sa_.'maism" 9.: sarinntll,u'I'l.,.,: r-rc,>„rx,., ,.i:-m:9..•drt v€•s•s aas::,,ra"<+'..eas".:r Ad,:n!a:r�:,rw'u=,;c. - ter• ,r. + aw„!�..." art g�T.x rV.. 3. µ" __.._ 3d,dtd �P A t 'i: 13,;:2 j 3K S 9 rF3 $ ,~431 _T}; n tiY aCC3t}-' 'd-' dU? Y >t s+i IIR..7 -.. .. ,_, , 7 ns_,i`:v. Cal _R 'alis.,.,.=: 4C,!i G:n?, ., R? Nr:flec7 >."..SSa"-er:. x5:.:.9 a'..sLv ..i u. : a ^ ., p .. tJ.dun? ^:'r u.a<s:n..tr.i , . - ., F, YC4 R. ➢I t 4«_� G } lee; is OFaf 1 6 € t 5 1 7,51 .. 3 4 1L 3 ,}6..... Y # ` '� $ti,,.,,:r.,-_x,afc.'•ARa-+-{.':s,'z*;.l.;.z."n,;,':i"A`.,«Na,.,A-1:+v.dual,e,,✓z,,.3,.J,6t,cR,e,+'anar<O"f r-tx,m: -u>r { . ,.. s. .v• ,,,..a w. a•. - _ r._. P.._..,,.,,5 -.,.t.,.... ti .., _ .___`-_ .,-�,,.,,... ,t., .._i-.._ _.._,...: p(7�f.".':.ar"'la'lf QJ .tn . srr, as r, r r t Ws lar v a a i ^, aaL 3 v':xi a a $ ns i Publish ..> ,;,,r,,•r, ,. ,»., � - -.'- .. -_ : , � a � - ... grade.ion steel - Published prices a subject •. ' .di'.h f possession ,.- r .a �� Q! .ter !r --i ,.ttaet3 in n. uta chat 7t •: ' -m•v n • trt r.. t , ''� - .' t. , r ri ;., --i-- ::. - ,, ; ,:- ; r. - ;+, ;;-':;, li rt -:,r" Ttte •laic shat d,, nr,., reef- for -,t: uuct[tan, Uei{ €al;rlca.er9 $ om a a'.rc1.SaFstehf r algin l shat s:rctctur,ai p s ire Sa. b)ett to t;9ant,Ie §. , cJL notice. YkGSSezSN,, (a U . y lea. ,tY..eS u4f r. 3 } >ei$ tr '� ' iirss •.rod.,-vea+i3 , ,-. �'f, , ,8,e,., ! 'A,?g .':}, 9 :,. ,... k.!d., ..Zi.23': 3 i.[: {:, 7M4 } 4 f, } .3c t D, 5 '.-vx s.: _,v. lux rn»:.z;:ma,:J fca,y ,^. - _s l: ma r t ;': ,-.,_.-»,._,....,....».v..,.,. 1_111. <.,. «:,(-__..».. : , -- 1111... _ .,,., .,.4: ,1111 ...:........ .•-...,..,, ., 1111, .. (( _ ^C. ._.....M.{ 1111 , _v, t a,,. _.. _ .'p. .z 1111, �y. - :::.. <. 1111: - - ,-. - '' ' � : ' , - r` , th pu trr, r r` - :,�.- _ .. - .r, - . - :� . ^ . ',t .. s_.. , ,:,, :: , _.-:: 111,:,1 ,,., ,<:, ,......, 1 r..,t , - e c .ac ussr,..Prn sueh ti_t.si,e_t.Rl#aresersarestnYa C'et - 1.1,_11 ,: „': gid:.>US .. m :... .. 1111 - , ,: - .: ,: 1, ,y :, ;:> .,......: c... , .,.. ::, . , , t-ir,rr.;7 yhlc#d ha< a u o.n- rra31 thi,.xness Pt 1-.n ata;5e {i,1.1L9t, ; xhc o.e shaft rnaker!aE strati .,.c.n#'nrm to >= 9 G j+wct L. t d apFcuvad at,9 ecce elate_ eel .he CUn}pall ,(?late "� "� . a_r,r , ?. .4s, aw:,,s., afaavrc-a.r as 1„a, szY,.,.a,:asr..✓.xu. ,. 3Bfi@':',1 _i n::. r i ;,3 r..k _..._:� o-. t sd. ..4,h.t „a,i a 1,' .#.� cJ t P • ` - �i• _ to a5 - _ ..: R4:'.__ 1111,. „ _ :_..,., ...,_..,;-. � _-,,..._.:- 111,1. � ,_ , _. _-- r - _._. ,_-_,.. : 1111. _,,:. r .,' r - a. -r m i � accepted , e ' � ". -:. _ - ., _, +� - :1111. - ,. - - .- .. .. -; _ ., ,..., ,, ,.., :, .:, t.: {1,.. ,,. ASTM A r d with a .nl..amunl yield strength t 3 to _a. , h ., c f „t>.: _. k_d and a rr}mccf rYrifer5 euttr ale A.. _c9 at' flees tdarrertF.i 3r, a*r - }-, ! rt ' a e , r .a.-t?t.,ae,t< - ,aa. z».,.!I w„ ._, tri ,€e ,.€:, n, r.,, '-,,..�,.,�.. , - : Na;. :; s a"r -:::. I m :2: ? s ': sai�n s r :, o- j � :res, . 7as„t ! 1}11:1 j..,':e,l ST. v9� fa a e _ Y'x a 9 0 5 ,G i7 v e Ca.e _hart has a €u! ,_teen F Pr , P Y e€foci �C L e ttn7e o, i.iveaca r). or .,i pe,,�s �.,I?2ieP �r tRt.. ,ri .. - t__ - .,__.:.......,._-a_.1.„_,_____.__.___._ _ .__._«_ _ _ 111,__1 __' 1111_ ,. _. -i -___.__., [ 111.1-_,_�._= - . I + :,a; -.a Iy ,t,,,.arl,Geax.;, ye,x, ItftgiEudlrttr! resistance weld aid is un fcmtWy'' square in cross-section with EI3t s!t:es, sr'rtaiW rot far" u„6 Company isrxf aGcx: RecS b+• Cite P±s rct"aser if tire order ttvo(v'.:w sri .t -trt csr'starsT};a car'veied t} special • trratu.9an. file �� F Y P s Y a ti V s -r-t- :.,.' ,-rr a,,a :r J'' *:err.,.,:,,,.'.,"_m;,:>r:aa '.i.;'r'r,r__,,,..:t ..s.:..n, o.,,,:.«ns,-':+ram+>y:-v.w:.v;.m..,�.,,, r'~'. a.c:_sw u. " e`�cefl'ent torsional properties, hot;`a'•IMUC•1INVOIC:E CHARGE SHALL, BE: r5U,00 LILT, 3 Ambient Ambi�Temperature Electrical Load Base Plate DELIVERY .. .: -The-anrhra° hast: 3s:abr",eared frfrit a st'usYural soli: EY 'toy rnied rartro¢t steeE plate t3s,?'t meet.^, ar exceed, Ai4 9dgds said are detlxerab!e F.ra,kk. KirV InduSiriesx frac., ;ta..y,5; Eand, Texas i1+17a. (LAT) Multipliers 6»s�3 s.Y,:crt,�.+<_:,,'i a:. -. : a minimum yield strent)th of :;i"000 ps. l he_anchor baese tele5ccpe5 lFe Ct}I@ shaft Fred is TAXES r,4=-;,ekrrve,�.e,!. ,,:ar.surcr.*x,,; �•,a',a � � �, iea...,ax-�Axxx)....r,.x..;, - - rrta ;y�-a:,<,a;k�'Vc•3z;zrn, e>,r ss,v, :a lex o.aza o.•ra asaa naaA t chrunifererilualfy welded top and L'+attarrz, A4 weM6 arc {aertonoso fr, a=, denme with the Ataaiercar, y =$!,,, a .a,,.t'i. .,:� :,v-:x.,�a ,,,c-an:,,s 77mmm .__-#._.____-t--- r ... _.._.... .. E..,._,..,_. ,�-„,,, Thi Cally nelotr preys df) no_ r ad 7e 1"th es;dl szaee or rots P itrn€ t art. pre ext of L sir sale taxes. time serur c"ly, chs "" 4,s svc+r' rax � ,rsrd+.erdfrg,asr�atysasc[ficaf3o»RL°t5LSS-i,&3fe..tCc9i4mn. .....r_ ,,.._,g�....>.r.,„,-.�,_.. -.. w» rqv, nsva- r.> ,f .,: 'a^_'us'fsPany re'k n+ssthe riyflt ttT as.€9 to the sa9�s {. ,c>_ c..lta r%„sdut� as7y ;,res_nL ur fvt,ia� >,.3e„ u..e, e.c-,se ;ir o,,er 5;mii3c `. r a r z a +# a xy 7 u+a i. n>w,� a !,:. sBolt Cilil d.0l Sq, Dim, r t3 ho` Thi kness. J,?•` Condi+it UF" g:;7, .. ;$' $ ..: s :V,'_ _ ... , n6n Lax wizi:oh 5ha1' be pa[d by the PUrchaSer,. or fn #Wein tYere:,f, the Purchaser shat€ prdviczn thzz Company ruith a t8x eren?pttt'n x.., ,. civ I t ds5__ z �_ ,v .ru;=r_ p x a iCcr}5ute rC tt r.tara.ea aYeoe' for roan-sBant7xsu O;m:rr5:'s,rrs, Certificate acceptable to 'tie toxin -uthnritie >,'� a .. t - xxi Ancl�rir salts �� T H _. 0 F _r . G e ,,. r a ems , Proilarted LED L Tamen Maintenance Rn.,tor hulls,ire racr!cateaJ Prurn a7lvamercia4 4ua1!2E heat rt:44ed aar`rv+err sCeal lar that rna,.ats Ur accs,ctis a All of the Company's rct&;c s are raced and xuid P.O.P. K4'i Indust, les roc:. Slig ; pan ' 7 47 .in,_,• ke ! � 11 f ;, .-„m„_._ ,.. _ ......... _.__ tP fa ti _u }r . d, Texas /i 8.'Srrar,s,-�ar..,.f.rarr e' ter eaa' a. j 3 ,. ....._._ , r. _..__.'.r__-__-, rxrrnioaarm Yield =Arength of 51-1,000 Ps', Four pruraerly lnzed anchor Dolts, each vis h two regular flex !au L; ch - I � : c _ e i e .• tire , r ,I m' -- - -- - x>�;: - _ ..arses will less pre3:aad'aY the :.umDanY aratl added to ts:e'net sales: Pt;.e un6,.s,. ss'ctt,ad by tl'- f prchase, . .r` sr jI _ ., _., me i x: 0 1 vca I {�>', +;tea,- i� i - '�-"�_._:' ati:s tvrysdt r:t5, d;a rua'nr<h3Gi an¢ >n"pp<zd ,ti' -'[h afif pr,,iss trntr;5 rsttrenv s >Pea.3t•ect. ,4+7eha7r taolt.' ?r,z.i f,ay.a! ® ., ;1"..,,,-,..r' �! . __. 1111_ ___. - - - ROUITINR � aa�`u r.;:>• - r"' E t a cH ( # - .£ay ry 'sxI ihcT t37readGd r=od ttatvaraizec a min3mUm .ale r3 Inches }n accordaece y,,ztts s>`}Th9 Fe -2s3, folly qa&✓an;xe3 X,•,+ I;`r_.,. __,,,._.. '.«1111 -an,.x .2 v is.t•"rk i t ave L .. 'i'he compar Mr WW spec7PY She method and toutreag of a€; products to ensure the most wise"ren, and er,cnomical shipment in 1111. s"`� I eo- E ---°a', ala ,x._ ,.,a . ,„Br. o� eaeaz r3;.-zt i^mn aarc :w s,xed„e o<;; c. arse; lur bty3ts are ave"rta#rlr u qtr re `: - :. ,�^"'-2..., $� C,,385i: it __ 77,7 .:. `- ., behalf of the Purchaser. The Purchaser will aissUrne charges for s-,eciaf services such as cartage :Fir freight, express or � L .se d -0A :� Handhole multiple deliveries on one ode., ( -' " ;~ LL,- -.. 1111 .,.y An t.a�vP rx: nfarced 9a 'vetcd #ta-ac oto having a %sorninai 5 'd 5 " u. - ds o;:•eerinr;,mcatzd 1' - s" above U .° _ " -..., a. >s 1 ccs :gas-'� - -, base, is wt<antlard on a#€ ft,jkm A grounding irovislon is located imldtr thQ hondhote ring. CANCELLATION ,��'t A rL F. M I RS . , .,,_, _. ,-_.: The written consent of tete Company shall be a2tta#ned prior to a cancellation of an order, Cancel:€aten of an order r a 1111 ._.,...,,.. -_..------.,- _..._.._._...._ 1'111_.. p p Y' Y , gy , p- - , , y the ,;fe Lic. No. 33028 ' ' ' Finish ,:cl3a'tsr' the Purchaser its z t-ant'eilaf.ibn cnarc.e t*zased open ex.:v:.nses already ieu:urrr'at1 and cors'lsnitd'nesrL:: rrrasde #a h_ :s' `,' lie. oa - - Standard fhe ranter' er irfoce is dei n,m •with an alkaline e rise' to rein surface mntaminanis ,and - C;atreparry, - 1-1;:5 'r fi,a..s, wa 7cp ran :^vin - isr)in er•, sifit., ,ua,x,cas-m•r,,.:•F.arF ': Tenon Mounting S1j{,e°FitteE'** - shot blasted to s.r•Cs'iCat!ans as ,,bushed b the Stent Strur:turrvs Pal bog Council Sta�rtdards 55PC-SPYCI Qi r-_,_ s=<a^:a.y a �av,,n,%ns,* m*e w,e,w. P P Y 1 l-, _�.,,?"'t..s'-,.,;n,,:.' C� I, <�$'� '��p' ' " , . RETURNED "ODS - aua'au. „�f' inear ai%ute}, lire extenor s+ss faace is' chetat r:af;Y Wretreatsad with an iron chcsptzaks r4siwer slot, toat:ng !her. _ '�iT I, ,,j T2 .F... ', r>- AS.at #;,c AST_l Us x' tipea:Wfc written request and erten eit•1earks must be trad�x in advance P•ar Purchaser to s:etain -editor •p r* r<. t1_1 ,;. =.:r sy#€o, a,ct Mal. lel ra:•�•' a.sob- t•511.. 4,., Ai_t+^.,•`a2- A5#.3 r3 A57.G..9 rinsed with ambient Fresh Water a-entalnir! ally ia3.sr:_Dte la A and. ,eaters fapharei a rive tl¢on naicra, Q q credit r ptacvime r, d Q 4;2 iY73i. r.d$ 1 Rte' Ri 3 " $' r Fu IC .1 t' 't ';, ,,.,rat ' r'+'°: z ..ter isl.'S.J7G' R:T?S-,9a .2k .eta. 4"W .mat ,rl� . <fca. ssf fo r,i. rn t. r a.>a:r must re a r.tia; if .at :rr Q nta'n a minimum ra:rrlo .. in: ry •f ay T ¢ --e 'muicss +x r'• : i.ttss .a•.. i.iS sli:.., _. .S .x.2.7 >S.SFPr.ir hSL . _ J.rystatfitte ccairn9• A polyester thernlosettinq paWiWer cCadttYtj aUDi=eoto :hc< ;!ar;:sCi< r,,t the ar{h•;trta":e Cc3 :s P P W Y s f d pay 3 t ] '� f l 1 no - II Fri -i' r 1a ` • -ta • � AS -1 a'. ° A',F�i d�# a 4[?3€ `_ t, 4u rx, Fos any c,.drr - - i t --+ten ' r tut33'1M-F ,kS;aS -:u kST,sa-2.. %10} h5. .fin :{ r � a'! 4 5 e K;�.�55ar to •'eawur°u. tK:.liz _0 8 s'Ea`21e8k"I�' Cb!1Cr. c. n. GuSEUrn FaG,iw.,..:,. .uG us.s i.. j s:;.s t' cu.�s,i,,.,•t rd rw ardaa„_:�_..: : �„•„„m..:..:,�,.„�.,,_...d�.�.....�......:. ''.,-1111 rnininaurla of ,.. mils i3 5'k,anc.a!rs stn a'f it?fOr finishes, real. Yrkerraai surEaco inr.3�:udln� `•he-pav;4ea'tcaateil area p Y ft "^o` � i _-..._IIpf"' ;Z 11-C .. ,.,.rr, - at the t}z e -end is coated with +*:•v,., a ttierrr;o lustcc 8l• Ja zcar#zon resin s 5terr ?pee>al order let: not st:#�LCS kr.Y re!+irn, _ r V P P Y 'p' .3 SY formulated Wier 3 1 ..I . ,.- i ,v F t r ' applit-artrn i ce ont"oered 5ieel sarPa-eS, to a thl'I' s of :3 mils, The hhanrlaP c ,nt[ng snalf conta'=.n rs@a„RYS, DAMAGE OR LOSS ' ! _ .. _,11_11...._ " ..-.__.._,-._-. ___.,-_ ____..___ ....,_... _„_--_.` .. _.11 -.--._-__.-n:-._-cocci-_._-__ 1111., r� `n Inhibitors ,rs ar,. + t ,{ psi : Fours T e !t - - x - - T "k.._ 1 _+rr` - r:. r�,>^d 11__11_1111.. _-1-1-1_1___.. 1__. special corrosion . hibitc d s apatil.- v pa, r 9 1000 # ou s o «a . Spray exposure MGM s3-. i j. - - NAL .-1111 r .i;. 1 .. W->,,,,,... x. - :+<,'i#ze i'umpaanp r- not and shall not be ft'st e Tor r'cWayz tn-St'afitnenL or cieiivery of its pratiz:CL; when caused by sink•.. ric3t5;. _ ,.._n. -.s FEATURES & SPECIFICATIONS i SSP hurricanes, civil ditordlsr, fires, material chortarge, breakdown m manufacturing ffaci`sihas or any other cause he'sond its _,: - .. 1111 reasonable control, Any claims for darnageS,. l•3cb ar shortage m transit ;Hess# be maple `.ty the Purchaser to the elei€•eeneig _..r,. --:z.•.,,« „ 1„1-, ", ,:_.:.... _...._ -r T- _==-„ -.---..- -_:.a•._:,, .:,,.,.��,r., >" a r ... , ...,..�,... _11,11 .,..T.,,..n_,__,,,,,,,,,,,,,,,,,,,"-__1111-.,,-,:,_,__.,_,_..__:.,,._,_..,.,_._._„_,._,«,______ :_:-.--„_„-„_,_.-__..,,.... ... tv.er:cvr^usr: - e'az sa - >1 ._artier. Tete aF5k tri 1055 p:a45k?5 to the Purchaser ic{aQn t16iiVcrl• t57 ci78 carrier. :.: z-., _: a.! 7 _, n = Spring H �r M - a.. 1x ,_r _.. ?'+4+'.a _.. K.r>.:Ur+r ,: J,Xr.Y, 31 A: r„ �f - LG } c-:3 Ell Y ' F:'c•y " t u _ - a .. . , _ - ,; i• ,-I s , -_ __ 1111. 11_11, ... ».. t 'v .. .r. A ,3 @. 1S ,11:11 , . .. .. !':. W :.� .:�.. r,»... - .ra ren... e, rr u<z„ c>.,d .,s{{e'„a, act,.,, elle a ..x,„..'i,,.,:,, :,J.,e:sr'r7.e.,9c.J.., ., ux, - -s '.;,r. .}:. _ +, r ..I: rs' r. .,�._ .. .. ,.. W.IMS:iEtJ"NARRANTY ,..; . (;,... 12-4 .,.. ..., .x ; .,�`a:,w<Y ,,:.si,: 7,,3-m,rkz,J..� et! n;_c, ,e,.. -r ..:d '.s.,.,,,,.x ,r. £r,:<,rvept:. c.,f'_a, "<ft,,,,,,, a. _ s. _ - i - t ..,.•»a��,,,� , � n .. ,^'x' ' -- ", '. - S�rrES:�Si'Y _ ,uare Non- tapered S,e�t Holes The Cro'mpany ti��fro'ants t0 PurCha>:er t,3ai ;t.` pre dract3-+,Pili f}efrea from tFdfe.-.s in n3Rfir,rfa! antj wtUrkrrranshi fiat a ,.r'14d of "� I r:;:n:s.->:�:,*. .:�,.�-.c.A'xc,c ,i. r:::; ..i Ut. ,.xt;i..., zf�-;>x.;ur.. r,..x ,t :,a�: .-a:t r . .o-...+.: a.n,,..x:: r 1-�� rr - , , y .. . `j ''r i ,a, D i,}°' }! - 1111 _ _n=:;-,, _.: .1a;..,> r,. ,.: ,,; ,,:r :St r,. ;; ' Rlor,-3tna1 1i8tgi7Y: �'f1 i]r'�se Diameter. �t.ir Gauge: SI- one yaarr fr6t:'t the data +7€ 5hlpra'ieRt pJ the: Cr}mr�u-'FnY tihe.'.4?'ctrratYt'y }'t,Nt; +. I, Ttrt:, Warranty SpL*fletCaft( erc:uce:•s fdtft7};e - fa rel co+�TnuCrrav r similar heriornera resulting from induced av'iti, ration barmcnfc oscillation or resp: ,t..-<:'.a:�.I_ ;r.- _':,.r,rz m; u':,.�.r,,::.:',:::-Parlise^,. c- >• .. ', �. _.�: r_ .+�, 1111 - � €1 g o 'Hance associated with the -mn a -:.a ?e' 1^,tr_tTro Finish': BR7.: standard -rol33t It: c s _, ,; .., ,i _, fist „t a.r. .c.a+::;; We, .re .c:rs .rr :.:.:.,, : `aW*,r,;a,,r.s. a;. a..--cv. .+t. A.a:a,, r..:;b.z. rt r,oYertr.t .. ,.f esti_.}r_nis arolrtid [nt�pr+�d:rtt, If aurin 'the ',rParrant •',r:.; and .'khe Product proves dcYrchiv'e in m3irr3,33 or _.rr..n,r • . _... y - W�lOUWllfi! L7�SWt !1<''tp{}f k. il'+%ili P.}ri7hrri fax c Cumrnarn<<fi 1tiCra - . , _ _: , - �] _ , , - z .,>r,r,,a, n+-c,',=r. 'a r,..w;�: e ;,.. r,: _,,.:..,wa -f,„ .�. ,. c, .,:,, �: 3 vTorkma.taht , the Cann an s#aa#t co; r!t an defecC, at its option, - ,_,_ - - u a i • i I t a ., a i .. r + - , s , 4 Y P -either by rep3rr7nq arty dafsrtive puns o" by ri^�akrng ( } , , 8 _ - _ ,:v ,. € .:. 1111_ _, ., " ,- -.. x ..:, - :- rn :...: ,, r ,. ar:._...r. _r, -a .a' R,,,c^'a ,.m;,..r::a ,r.,, ,r .,>, a , ...4a 3:.' ). Trvs.Y...k , ':;,,core ,r'� F" ,.., 1,111.1111.1111.. y , ,:t k - s,.<._e9x dv... .•_._t, ,,uei,iaa y_,.u-,a..x„ i- i' '3+fi t,',c...,::n .c,.,,t}P. 'f•7 ^'f - pxr v. 1111... .. .. 5 - ...�_..... e , : , - :.,. - c= (q Options Bb Fa1dad:. COB,E'f ( ik',1'di,atai'e $t t',IYV E.Lin an 'Y ]{d.._ a rA ctE"CS fit rC"`i:beerieRk it7. <l,i nqa Ct31r hf• P'Yf)'t-3Sf:'.-.Y' if ftp P t III • a r t i : .:, - v;.i ee9s g,.tn ira t< -'s -,x 7. .2'..'.: rt L a. :ru.:.,:3 f,:m, a .r-..,�i, :,L.,c..5,"x ., rx,. S, } (,. s,',. .1 ,. .. . .. ;h:.HiA , 3L:- :� _ : , , au ,r 111.1. T,. - ,::_a.. --.:, s•- J .r, -, r - p__.mm.1111 P Y r- F'a >• K ""t Ge tQ t _ u t .. t rrhaSe:r prorciFk'Y .III .. r .. ,.. ... .,........._. 1:111 '.: .. :.<..:: aa- , ..:.!.r.a ........ .,.,: naxt!fies UI,. C:on,.aa n f ,n '� + s e , y _ ..., i 111.1. ,.z1b, �i ,,.x�r�. ,....>,._ da; :a.., ..rry _:, =.Y-: -�.: ,.;,.,,, ,. K:,� e» .t , . �! , :- ,. , ,. ,,,.:. ,:: ,.,. .:: .,:� .:. and u ,rhea u: ac. of Pu,cFrase. The f!at,r,,, of the Company hi � arr:' n- - ._ f _ .. , .. l 1 .,- a .•._,-, , , a F c'Had}4i7iiada :r^:AnaGdar Cott , ;:Batt SB 9D r 30U :: Sh3 f f y p [ _ d a ty, 6€ for Bray loss or >::........... .:,,.:,_, , .-;..._,. ,.. ,.....,.. .. .,:: .:.:. ,.::,,,,. .-11.11::,- .,,,,- r'xa �. m . , #4e h< :.,,.:.:.:Poe 54}aft ., „ • , :: :::. damage arrsin out of or connected with, Ehr; tiesis n manufacturing, Ip n - Fa i,t,= - - - x:.. 3 i 1 I 'ZI I as -rt,.„ , T e "i8 0'. 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G... -a "flea:. a -e. s1'Ji.z ca.. d`,a'a`'".�s`,f✓,�a'`i:'7 a. .cor* t,y �.,y. t s x>u.r . _. .-,:.:_. <,'.t - r°i.Y•i', a'4`a'.,+ �il,,O ,Ld7H'47+ll.�'i r r'' Pa F I.. j1r1.Am1VV n ,<,,,,lt �,0, { , , .s. r, meth l 1 :,.: r ,�vrr 4 , r, ,,, , . ,,..; , ,. ,m, I :,.,,:e. , .,:., � ", •x"F ,. ,�„ a,.a >< „ , ..,,:+. - INDEX TITLE, „, 1,% �,Z" ", 1 2 � ,L S V SHEET NO: �� �� 17KAX LED_ SIZE 2 KAX LED _S_IZE 2 KAX LED SIZE_ 2 NOT TO SCALE N 0 T TO SCALE NOT TO SCALE DATE: 07/12/17 f i i rAGGREGATE3/8CONCRETE �ar,�rracccc, 6au,lricr�crc, ,aa��.,ri.rric.I� iSu,lrii.cr,� STANDARD EDGE DETAIL EXPANSION JOINT AT MAX. 50 FT. CENTERS TO BE BITUMEN IMPREGNATED FIBER BOARD — 1" CLEAN ASTM C-33 SAND — 2" — 6" MIN GRANULAR SUB—BASE 3/4" MIN. DIA. AGGREGATE 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 GRASSCRETE DETAIL—US STANDARD GC2 GRASSED VOIDS SYSTEM NOT TO SCALE 6' SIDEWALK 4" THICK CONC. SW #57 GRAVEL 71 8 708 703 702 698 PROVIDE FILTER FABRIC ALONG OUTSIDE EDGES OF GRASS—CRETE AREA 2 GRASSCRET_E_ DETAIL—CROSS _S_E_ CTION SP13 NOT TO SCALE 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. (No Parking) 47' — 90° — ELBOW TROWEL MARGIN — 3/8" AGGREGATE CONCRETE 71 8 — 2' SECTION OF 4"—PERFORATED PVC WRAPPED IN FILTER SOCK 70 2 — 1"-13" CLEAN ASTM C-33 SAND — 6" MIN GRANULAR SUB—BASE 3/4" MIN. DIA. AGGREGATE 4" SOLID PVC PIPE TO DRAIN TO STORM STRUCTURE #10 5' ­-- 4' 26' Curb To Curb 4' 5' 10' Sidewalk Planting Planting Sidewalk Strip 0.5' 0.5' Strip 1.0' J TYPICAL ENTRY ACCESS CROSS SECTION PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. Typ, T 1.5 SM 9.5A 3.0" BM 25.OA �— T PAVEMENT SECTION MAY BE REVISED BASED ON Tom' �� P13 NOT TO SCALE ACTUAL CBR TESTS OF SUBGRADE SOIL PRIOR TO —6 ?,gyp SLOPE 2% SLUE CG— CG Y. Install sidewalk PLACEMENT OF SUBBASE �- -- -- ._-. �_j as C ASE STONE. ------ �--�` • ° crate � r I � 1 ,. � 5 J t4 1 . R .�f �9 Ye .�� � a ± 1 d �Y < shown on plans. 3000 psi con *PRIVATELY OWNED AND MAINTAINED ' . ;E , with 4" stone base. (Typical) COMPACTED� SUBGRADE 8" VDOT 95% COMPACTED 21 A Hirt 41 r 1 ` Z w D 'P LLJnef x oLLJ fry c' 11 014 t LQ t� o CQ L.._.--------- - . co c / — / / ,x cf / EL V.=4 9 E r N35'0215" HIS V 1 � � i s r f , t t 38' ROW t 0 iNflOo� 33'dW38 -, : ._.. 196.01 �- / ..— r� '�� °�� p STANCE �w....... e \ Z-) _ -.,i, � a 1 O _ \ - -- �--- -- of o ..___.... ... ...._.... _._..� R3 ....- -. SEMINOLE TRAIL -_-- . r, r' WIESTFIELD RD q SIGHT- DISTANCE PLAN -- — - -------------------- - ------ ,S - — P 13 SCALE 1" = 30' ACCESS MANAGEMENT EXCEPTION APPROVED BY VDOT ON 4-14-17 TO ALLOW 235' BETWEEN COMMERCIAL ENTRANCES 1 1' l ! / 30 0 30 60 90 / SCALE: 1" = 30' 1 � ovovr%nvL_ o vvv 1 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. (7- ONSITE PAVEMENT SECTION NOT TO SCALE SIGHT DISTANCE PROFILE LOOKING RT/IN RT OUT SITE ENTRANCE 1" = 10' VERT, 1" = 30' HORIZ TYPICAL PAVING SECTION 7 CONCRETE PAVEMENT & DUMPSTER PAD _ S �3WT TO SCALE E Cm 67 U N ovp �Q a R E a N V 75 Id L -U OFp M1COHAEL F. MY°ERS 'rN Lic. No. 33025 k 07/12/17 �4�1 ONAL� 41 w m w u., v m z e m C� ut Z C� tIJ Uj d v co W Z w DATE: 07/12/17 -a 4 ■ e te. 6 0 4 ' i - PROJECT INDEX TITLE: SPt3 "d DATE: 07/12/17 D SWM VAULT TO RIP -RAP CH. �SP 1 4) -1-"= ---- t -O-'-- V-ER-T-,----t'-'--=----30'-H--O-R-l-Z - --------- c ) 490 .. . .. ... ... . . . ........ . ... .................. ....... - - - - - - - - - - .......... U_ Capac F u I I (efs .... ... ..... 190470 1 .... .. ... .. . .. . . ..... . ... ..... . OD 0.00 0.0 8.1 EX. GRADE 14.48 ......... ...... ..... ... .. .. . ........ ........... . ... ..... .. .. .. . ..... ........ . . ........ . ... STORNAI... PIPE, E . ... .. . ......... . . .. . ....... ... ....... ... .... ........ . . . . . . . . . . .... .... .. .. . ........ ..... . .. ............ . .. . PROP. GRADE +1 0+ 11.31 Sta Ion= 0.13 Cc = > .. . . ...... in" , , , , L , L ­ LL - , , L, ­ - ---- " '- '- ' "' L LLL L LLL L L ' - L - . , ' ' - L ' - - - - ' L - - ' - "' ' ' - - - -- - - - m 0.12 5.0 7-6 5.92 . ..... 439.95 441 09 EX_ CONC� DITCH. . ................ LO [if Z: 2 0- < . . ...... ... ..... . ....... . . . ...... . . .. . ...... .. . ... . ..... ... .. ....... ... ... . . . .... . .. . ..... 4 .. .. . .... . Uj . .... . . .. . ... ... ... .. .... . .... U cD T 2 1, 6' 15' HDPE 0 3.18% 61 �5D9 m 485 > EX. CONCRETE. DITCH U-1 ........ ... . . .... .............. .. . . . ............. ...... . ... .......... ... ... ................ Station -_ 1 0+03.36 0.22 . . .. ...... ......... .. .. 100 C4 446.95 . ....... . . . ...... ... . . ..... .. ... . ... 24 34.61 LO :2 5 LO EX. CONCRETE DITCH C cq 2 P0 01 "Station=10+07;16 . ......... . .. .e- Uj LLi ... ........ 4,9 900 0.50 Ui .. ... . ... . .. ............ ............. .... . . 6.09 0.40 ii� LU 00 0)(6 5 . . . .. ..... GRADE "tCo "t . .... . ...... ....... .. --Ppnpnczrn + . ...... . ......... ..... . .. .... ..... 1 �5 0 18 __j => 480 .. ..... ....... .. .. 8 6 0.69 V) - - - .... ..... ... . ... ..... . . . . .. ....... .. .. . ..... . ... ....... . . ..... .. .. . .... .. ... ... .. .. 95.416 W 1 3 1 1.35 LU 0.32 8 8 B 7 0.00 0.0 ... . . . ......... . . ..... .. .. .. .. ...... U) ...... ....... .. ..... ............. .. . . .. .......... . .... . . . ...... . . . .. .................... ... ..... . .. . ... .. .... ... .. .. ... . .. ...... . . . . . ..... . ........ . . .. .. ......... .. .. .. . . .... . .... .. .. .... . . .... . ...... . . . . . .. .. ....... .. . ..... ...... ..... ... ...... . ......................... ... ..... . .. .. . ...... ... .... ... ... . ... .. .......... . . . . . ....... .... . .. ... ....... . . . .... ... .. ..... .. .. .. ..... ..... ................ .... . .. . . .. . ...... ....... ..... ... ..... . ..... ... .. . QL. . 0- . . ...... 475 . . .......... ........ .. . .... - -- ----- ----- --------- . . . . .... ....... . ....... . 5�0 Zc . ... ...... . ... .. . ... . .. ... ... . (n .. .. ....... ........ .. . O�49 . . .... . .. . ... ... ... 0, . ... . . .. . . ... ........ . . ... .. ....... - - - - - - - CD . .... .... ... . . ....... ... . ....... ... ....... ........ . .. (D M 180460 -I'S TO jOIN BE RESTRAINED 455.69 456.16 . . ....... . .. . .... .. . . ..... . . ... ...... . . . ....... .. ........... . .. .. .... . .... .. ..... 2.33 0.22 N . . ........ . . .. ............ .... .. ... . .......... ... . ... . . ........ . .. . . . . . . ....... .. . .. ...... .... ..... ...... . . ........ ... ..... ....... .... . . ... . . ........ ....... . . ...... .. . . . . . ..... ........ . ......... ... . ..... ....... ..... . . ... ..... ....... . ....... . .. .. . .. ...... . .......... . . . ...... ... ............ . . - . .. . .... . . ... . ... . .. ...... . . . . ....... . . . .. . .. ............ . .... ...... ... 455,31 . . ...... .. . .......... ... ... . . . ... . ... ..... . . WATERMAIN 2.95 c ....... . . ... . 7 A 6 0-23 5.0 . ......... .... ... ........... . .. ...... ... 451.25 451,40 Of 0.50 15 . ........... ..... . .. .. Stction=14+00.00­,� 0,44 ..... ....... . .. . 5 .5'_ MIN , 0.00 470 0.0 55.19 , 5.60 448.3 449.0 23.3 Lr- 15 , 11.94 5.00 e I e v �46?.290, . . .......... 8!�-- DI - . ...... -7-77-7-77 a_ ..... . .. . . . . ..... .. .... ........... ... . . . ..... ...... . .... ... . . . .... .... .. ----SEWER --LATERAL-- . ... ..... PROP GRADE . . .... c . . .... .... . SEWER LATERAL , "' EXISING, GRADE_ Station=12+011;189-77�, ... . . .. . .... .. t M i 6*h 1 2 �� 2 .. . .... ... . ..... . . .. . ... ... .... 3.5 MIN 465 .... -SEWER LAI L -NAL- i6h I al 9087 454-041- b ..... ..... 175455 . .. . ... .................... ....... . ... . --- - ­­ ...... . . ... ... .. .... ...... ...... . ...... ..... ......... ..... . ......... ­-- e I e v -- 463:960 .. .. .............. .. . . . ............ ........ . . ................. ...... ....... .... . . ................ ....... ................... ..... . ..... . .. . ... ..... . .. .......... ................. ... ------ ---------- ----- ---- St- t, 11-Q+51112-:4101 . ..... EXISTING GRADE ------ .... . . ......... .. ........... .. . ..... ... ..... . ........ .. ... ..... . . ... .... . ........ ... -- --- - �41 A TP_ P . ... .... . . ... .. . .. ... ... .. ........ . ............ ....... . .... . I NI F . . . .. . . .. .... .. ..... ............. . .W ATE RLI N E- Stu Hui 4t! 0.62-"' 460 elev 453.343 . ... . . .. ...... - - - - ­- -- -­­­ .......... ............ A A r' LAW . . . . ........ .. .... ..... ..... . .... . .. ........ ... ........... ..... ......... ............ ...... . .... ...... . . I ..... . ..... .......... ..... ...... "I ..... . .... . .... .... ... . . . ..... ........... S t 0 t 1 On 1 2 + 2 ..... .... ........ .. ..... . . .. . .. ......... . . ........ ... .... . . .. 5 . .. . . . ... ....... . . . D-. 3 ........ .... .... .. ........ .... . .. ........... ....... . . ... . .. ... . ..... ..... . .. . ........... ...... .... .. .. ........ .. .... .. . ... .. .... - ­- - - ............... .. .. .. .. ..... ... ... . . . ... . ........ . . . ....... i-1 . . . ...... ­ ... .. e.V­L=­458.093 . . ......... . -7 7 .......... ...... Ui . . . .... ... ... ... .. . L .. ........ . ... . ... . . .. . .... ..... . . .... ...... . . .... . ... ... . .. .... .. .... .. ......... ... ... .......... ..... L . . . ... . ... ....... . ... . ........ . ....... ...... . . ...... ..... ... L- L . ...... e I e v - 46-2 . . . . .. . ... ........... .. 766 ... . . . ...... L.- . . ...... ..... . ...... .. . . ... ........ L" WATERLINE .... ......... L ..... . ........... .. ..... . .. .... ....... . .. . ... . ...... . . . .... ...... - L LL .347.37 � SDR26- . .... .... ...... .... .. . ... -7 z-= � . ... . . ..... -,7777 i . . . . . .. ........ . . . ... . .. .... . . ....... ...... . ... ... . .. ... . .. ......... L .. . ........... ................ . . ...... ... .. .... . ... ................ ... .. L . ... ... L . . . ..... . .. ..... .. .. . 'L . . .. . . .............. . LLL ­ . . ... .... . .. L LL' L . .................. L L . ... .. .... ... L . ........ . . . ... .. ... ....... ... L ­­ ......... . L" 455 0 - - - -- - - . ... . ... . . . .. . ... . ... ..... . I77777 .. . ..... . .. .......... . . ..... . ... ... .... L- ­ 'L .... .... .. . ................ .. ... . ... .... ... .... ... .. . . . ....... ..... .... .... ............ ........... ... ....... . .. ­ . .. ... . -LLL . . .......... . ........... .. ....... . L, . .. . ........ ... ... .. . . .. ........ ... .. ....... .. . .... . L 'L"' . . ......... . .. .. ..... . . . ... .. ........ - 'L ....... .... ... . . ........ .. . . ..... . . . ..... . . ...... . . . . . . . . . . . . .... . .. . . .... .... ..... ... ..... . ... .. .. . .... . . .......... . , . .... .. . . .. .. ........ STORM--SEWERi PIPE- . . ..... . . .... . .... ... ... .. ...... ...... . ..... . .... .... -- - - - ­- -- ­- L L- . . ..... . ... ..... . ....... .. .. . . .. ...... L"" ­ .... ....... ............. ELEV 4,52.84-4 . . ....... ... . L _­ WER P S TOR M..'. SEWER I'P'E-' ... . .... Sta,tion=-12+01:89, -------- ......... . . . .. . . . . . ....... 450 . ... ... ...... . . . . . .. ... ... ..... ... . . .. ...... ---Stotion=10+90.87 + 9 0� �21 . ....... ..... ... .. ... . .. ......... .. . . . . ... .. .... . ....... . . . . . . .......... .. . ........ ... .... ...... . ... ... ... ............ . .......... .......... . . . . . . . .... ...... ........ . ... . ............ ... ......... . .. .... ............... .. . ...... . .. . .... ..... ......... . ............ .. .. . . . . .............. .. . . . .. . .............. . ..... .. ......... ........ . .. ....... ............ .. . - - - ... . .. ­- - .... .......... ..... ..... . ......... .. . . . ...... . . . .. . ..... ... .. ... . .............. . ... ... . .... ..... . .... . .. ... .. . ...... ... . . 2 7 9 e I e v 452 7 9-1 .... ...... .. .. ........... . . . .. . ...... . ...... ...... .. . . . .... .. .. .. .. ......... . ..... . . .... ....... . . ....... .. 165445 . .. . . ...... .... .. . ....... .. ........ .... .. ... .... 10 .. ........ .......... .... ... . .... .. . .. . .. .. ...... ... .... . . . ...... . . . . . ...... .... ... . . ....... . . . ....... .... . . ... .. . . .. . . ... ... ....... . . ............ .. .......... ....... .. . . . .... ....... . .... . . STORM SE'WER--PIPE .... .. .... . .... .... ... . .. .. .... . . ... .. . . . ....... ...... .. . to . . ................ ... .... 6 70j% Sta-tion 1 0+52,39 . ...... ... .. . ..... . .. .. . ... ... ..... . . .. . .. ........ .. co .. .. ......... . ....... .. . ... .............. .. ........ . . . ...... .. ... . ... ....... 5V� UZ ------- - ------- .......... .... . 445 ........ . . . .. ...... . ..................... ... ..... . . .... i ...... .... .. ... ... . .. ..... . ... ............... ..... .... ..... . ... .. ... .... .. . .......... ......... ...... . .. .... . . ............ . . ... .. ... ... . ..... . . , . .. . .. ...... .. . .. ... . ....... .... ........ . . ... . . . ........... . . .... ... ..... ... 6b .,j . ....... ... ..... .. .. .. ... + ........ . ..... 'P -V �To . . . . .... q_ + !�2 . . ...... . .... ..... ... . ....... ..... .... ........ . . . . ......... -------- -- . . ...... ...... . ..... cn - ----- -VERITICAI- -- -- ----- - - ----------- --­-­---- - - L- ....... .. .... ... ...... .... .......... .... ... ..... ... . . . ... ..... . ......... ............ . . ...... ..... . . ... . ... . . . .... .. .... ...... ..... .. .. ...... . .. .. . . ... ...... ............. ..... ..... . . . . . .. . . . .. .... ....... ....... ...... ......... .. . . . ..... ... . ..... .... . ... .. ... ... ... .. ---- --- - ­- - - ... .. . .. ..... ... ...... ... ...... ....... . .. ................ rn ... .... ..... .. . ... . ....... +75 10+00 11+00 BEND k TERAL BUILDIN( 'I 4 + 0 0 4. 160440 . ... . . ..... ..... . .. ... . ... .. .. .. . ......... .. . .... .... .. . ....... . 440 ... ... . .. . .. . . .......... .... ..... . . . .... . .. ...... - - ------- ------- -- ... .. ..... .. S OR26 PVQ, 0 45 DEGREE . . . ...... . . . ... ... .. . ........ .. 435 ...... ..... .. . . . ... . ... ...... e 155 435 ........ ... ... .. . . \---45-DEG Z ........... -- -- - ­­ . .... VERT .. ... ... . . .. .. . .. . . .. .... . . . .... ...... 430 ..'',BEND . . . . . ........ . .. . .... - - ­­- - ------ ­- . . .... ..... . .... ...... ... . 4" Sun .. . ..... .. I a ry ateral it L ..... . . .. 425 �50 ........ . . . . . .. . . .... ... ...... .... . . ... . . ..... .... . . ..... .... .. ... .... . .. . . . .... . . . .......... . . . . . . ...... ...... - - - ­­ - - Station -_12+ 86-27 . . .. . ... ....... . . .. ........ ... . EXISTING, GRADE ..... . . . . . ..... .... .. 440.724- ............. I420 - - - . ... . .. . . . .... ..... .... ..... ............. .. . . . .... ... .. . ........ ... . .... . .... . .... . .... .. ... .. . .. .. . ...... . .... ........ ... . . . ....... .. ...... ... 4 425 415 cm ;:9 .......... . (Y w- ......... .. . .. ..... ........ .. .. . .. .. . ........ . .. . .. . . .. .... ...... ... . . . .. ..... . . .. 410 .. .......... ..... . . .... .. .. .. ..... . . . . .. ...... . .. .. ........... ..... .... .. 4-40 420 .. .... .. . ... . ...... . . . .. .... ... .... . . , .. . .. ... .. F. . . . .. . . ..... ... . ..... ... .. . ... .. . . ....... .. . . ...... .. ... . ....... . .. Lr) 405 . . . . . . . . . . + . .. ....... . 0 .... ....... ... . . --- ------- -- ............... . . . ... ...... . . 400 > > -j . .. ..... ..... .. .......... . .... .. . ...... ... ... .. .. . ... . .. .. ..... ...... . . . . . . . . . . . . th -141 . . . 9 3 5 41 5 11+00 12+00 13+00 14+00 0 SANITARY LATERAL SEWER PROFILE �S P 1 V -F �=i O' -VERT, �r= 30' HO�Riz��� 4 '� STR5 TO CONCRETE DITCH �14 - -1 " 0- -'- -v_ _ER T ------ t__"___=__3_0 H_ 0__ R__ -1 - Z F -------- 5 � SWM VAULT TO RIP -RAP CH. �SP 1 4) -1-"= ---- t -O-'-- V-ER-T-,----t'-'--=----30'-H--O-R-l-Z - --------- 470 465 460 455 450 445 440 435 43C 42E 42C 4� 4,' 42 4z 435 430 425 420 415 smile] 405 470 465 460 455 450 445 440 435 430 L= 425 420 �55 �50 �45 �40 E1516"I 430 425 420 415 410 405 48� 48C 47,r 47C 46� 46( 45� 45( 44! 44( 4 3! 43( I n I et I D QE 1) . .. . ..... .... . .... . .... ..... . . .. m T c rn i n ) ...... .... . ...... .. . . .. ........... . .. .. . ........ . ... ... .. . ... ... ......... .......... ..... ­ .. . ............ . . . . ...... ... .. ...... . . ... c ) ..... .. .... .. . ......... . ... ..... .. . ... . ..... .. ..... . ...... . ....... .. . .. . ... ... .. . .. ... ... . . . ........ . ... .................. ....... - - - - - - - - - - .......... U_ Capac F u I I (efs .... ... ..... 190470 1 .... .. ... .. . .. . . ..... . ... ..... . OD 0.00 0.0 8.1 EX. GRADE 14.48 ......... ...... ..... ... .. .. . ........ ........... . ... ..... .. .. .. . ..... ........ . . ........ . ... STORNAI... PIPE, E . ... .. . ......... . . .. . ....... ... ....... ... .... ........ . . . . . . . . . . .... .... .. .. . ........ ..... . .. ............ . .. . PROP. GRADE +1 0+ 11.31 Sta Ion= 0.13 Cc = > .. . . ...... in" , , , , L , L ­ LL - , , L, ­ - ---- " '- '- ' "' L LLL L LLL L L ' - L - . , ' ' - L ' - - - - ' L - - ' - "' ' ' - - - -- - - - m 0.12 5.0 7-6 5.92 . ..... 439.95 441 09 EX_ CONC� DITCH. . ................ .. .... .................. [if Z: 2 0- . ...... ..... .... ......... ....... . . .... .... . ... .. .... .. ... . . . . .. ......... ... .. . . . . . ...... ... ..... . ....... . . . ...... . . .. . ...... .. . ... . ..... ... .. ....... ... ... . . . .... . .. . ..... 4 2 Uj . .... . . .. . ... ... ... .. .... . .... U cD T 2 1, 6' 15' HDPE 0 3.18% 61 �5D9 8.88 24 > EX. CONCRETE. DITCH . ............ . . . . ................ .. ..... ............ . . . .... .... .. .... ... ..... . ... ........ ... . . .... .............. .. . . . ............. ...... . ... .......... ... ... ................ Station -_ 1 0+03.36 0.22 . . .. ...... 7.1 100 C4 446.95 448.45 =L_�ZICII ..... .. ... . ... 24 34.61 LO :2 5 LO EX. CONCRETE DITCH C cq 2 P0 01 "Station=10+07;16 . ......... . .. .e- Uj LLi ... ........ 4,9 900 0.50 24 .. ... . ... . .. ............ ............. .... . . 6.09 0.40 ii� LU 00 0)(6 5 EXISTING GRADE "tCo "t . .... . ...... ....... .. --Ppnpnczrn + . ....... 1 1 3 . 5213 1 �5 0 18 0 OZ' 8.94 4-1 > .. ..... ....... .. .. 8 6 0.69 V) - - - .... ..... ... . ... ..... 435 430 425 420 415 smile] 405 470 465 460 455 450 445 440 435 430 L= 425 420 �55 �50 �45 �40 E1516"I 430 425 420 415 410 405 48� 48C 47,r 47C 46� 46( 45� 45( 44! 44( 4 3! 43( 0_'�WATER I n I et I D QE 1) . .. . ..... .... . .... . .... ..... . . .. m T c rn i n ) ...... .... . ...... .. . . .. ........... . .. .. . ........ . ... ... .. . ... ... ......... .......... ..... ­ .. . ............ . . . . ...... ... .. ...... . . ... c ) ..... .. .... .. . ......... . ... ..... .. . ... . ..... .. ..... . ...... . ....... .. . .. . ... ... .. . .. ... ... . . . ........ . ... .................. ....... - - - - - - - - - - .......... U_ Capac F u I I (efs .... ... ..... 190470 1 .... .. ... .. . .. . . ..... . ... ..... . OD 0.00 0.0 8.1 5.80 14.48 ......... ...... ..... ... .. .. . ........ ........... . ... ..... .. .. .. . ..... ........ . . ........ . ... . . ............. ..... - - - - - - . ... .. . ......... . . .. . ....... ... ....... ... .... ........ . . . . . . . . . . .... .... .. .. . ........ ..... . .. ............ . .. . 17.67 E 0.13 Cc = > .. . . ...... in" , , , , L , L ­ LL - , , L, ­ - ---- " '- '- ' "' L LLL L LLL L L ' - L - . , ' ' - L ' - - - - ' L - - ' - "' ' ' - - - -- - - - m 0.12 5.0 7-6 5.92 . ..... 439.95 441 09 132.000 . ................ .. .... .................. [if Z: 2 0- . ...... ..... .... ......... ....... . . .... .... . ... .. .... .. ... . . . . .. ......... ... .. . . . . . ...... ... ..... . ....... . . . ...... . . .. . ...... .. . ... . ..... ... .. ....... ... ... . . . .... . .. . ..... 4 2 Uj . .... . . .. . ... ... ... .. .... . .... U cD T 441.29 446�75 61 �5D9 8.88 24 > ............. ...... .. . ............ . . . . ................ .. ..... ............ . . . .... .... .. .... ... ..... . ... ........ ... . . .... .............. .. . . . ............. ...... . ... .......... ... ... ................ ....... ... .. ...... . .. . .... . ... .. 0.22 . . .. ...... 7.1 . ........... C4 446.95 448.45 75.197 ..... .. ... . ... 24 34.61 LO :2 5 LO :2 C cq 2 t85 465 . ......... . .. .e- Uj LLi ... ........ .... . .. . 0.50 24 .. ... . ... . .. ............ ............. .... . . 6.09 0.40 ii� LU 7 5 EXISTING GRADE ...... .. .. - -------- . .... . ...... ....... .. --Ppnpnczrn . ........ .... GRADE 451 .05 1 1 3 . 5213 1 �5 0 18 . ...... 8.94 4-1 > .. ..... ....... .. .. 8 6 0.69 . ... . ....... . .. - - --- ­­-- - - - .... ..... ... . ... ..... U) . ... . ....... ..... . ... ....... . . ..... ... . .... ... ........... ... .. .. 95.416 W 1 3 1 1.35 LU 0.32 8 8 B 7 0.00 0.0 ... . . . ......... . . ..... .. .. .. .. ...... U) ...... ....... .. ..... ............. .. . . ...... ... ..... . .. C (D E . . ..... . ........ . . .. .. ......... .. .. .. . . .... . .... .. .. .... . . .... . ...... . . . . . .. .. ....... .. . ..... ...... ..... ... ...... . ......................... ... ..... . .. .. . ...... ... .... ... ... . ... .. .......... . . . . . ....... .... . .. ... ....... . . . .... ... .. ..... .. .. .. ..... ..... ................ .... . .. . . .. . ...... ....... ..... ... ..... . ..... ... .. . QL. . 0- . . ...... . . ......... . . .......... ........ .. . .... - -- ----- ----- --------- . . . . .... ....... . ....... . 5�0 Zc M . .... .......... 0_ .. . .... .......... ...... 455.31 (n .. .. ....... ........ .. . O�49 . . .... . .. . ... ... ... 0, . ... . . .. . . ... ........ . . ... .. ....... - - - - - - - CD . .... .... ... . . ....... ... . ....... ... ....... ........ . .. (D M 180460 -I'S TO jOIN BE RESTRAINED 455.69 456.16 . . ....... . .. . .... .. . . ..... . . ... ...... . . . ....... .. ........... . .. .. .... . .... .. ..... 2.33 0.22 N . . ........ . . .. ............ .... .. ... . .......... ... . ... . . ........ . .. . . . . . . ....... .. . .. ...... .... ..... ...... . . ........ ... ..... ....... .... . . ... . . ........ ....... . . ...... .. . . . . . ..... ........ . ......... ... . ..... ....... ..... . . ... ..... ....... . ....... . .. .. . .. ...... . .......... . . . ...... ... ............ . . - . .. . .... . . ... . ... . .. ...... . . . . ....... . . . .. . .. ............ . .... ...... ... 455,31 . . ...... .. . .......... ... ... . 1 � 1 2 15 . . ....... ... ... . ...... 2.95 c ....... . . ... . 7 A 6 0-23 5.0 . ......... .... ... ........... . .. ...... ... 451.25 451,40 Of 0.50 15 . ........... ..... . .. .. 1.18 0,44 ..... ....... . .. . 5 .5'_ MIN , 0.00 . . ... .. ..... 0.0 55.19 , 5.60 448.3 449.0 23.3 Lr- 15 , 11.94 5.00 0.09_ . . .......... 8!�-- DI - . ...... C LA�S a_ ..... . .. . . . . ..... .. .... ........... ... . . . ..... ...... . .... ... . . . .... .... .. ................ . . ........ . . ... .. .. . ......... . . LATERALL . ... ..... .. . . ..... ... .. ............... ...... . ...... . .. ... . . .... c . . .... .... . . .. . ......... ... ­­--- t M i 6*h 1 2 �� 2 W, .......... .. ....... ...... ................. . . ..... . . .. . ... ... .... . . . ... ..... .... .. . . ..... . 175455 . .. . ... .................... ....... . ... . --- - ­­ ...... . . ... ... .. .... ...... ...... . ...... ..... ......... ..... . ......... ­-- e I e v -- 463:960 .. .. .............. .. . . . ............ ........ . . ................. ...... ....... .... . . ................ ....... ................... ..... . ..... . .. . ... ..... . .. .......... ................. ... ------ ---------- ----- ---- --------- ­ . .. .... EXISTING GRADE . . . ........ .... . . ......... .. ........... .. . ..... ... ..... . ........ .. ... ..... . . ... .... . ........ ... -- --- - �41 A TP_ P . ... .... . . ... .. . .. ... ... .. ........ . ............ ....... . .... . I NI F . . . .. . . .. .... .. ..... ............. . .W ATE RLI N E- Stu Hui 4t! 0.62-"' e-- bI CLASS 62 -WATERLINE . ... . . .. ...... - - - - ­- -- -­­­ ............ . . . . . ........ .. .... ..... ..... . .... . .. ........ ... ........... ..... ......... ............ ...... . .... ...... . . I ..... . ..... .......... ..... ...... "I ..... . .... . .... .... ... . . . ..... ........... S t 0 t 1 On 1 2 + 2 ..... .... ........ .. ..... . . .. . .. ......... . . ........ ... .... . . .. 5 . .. . . . ... ....... . . . D-. 3 ........ .... .... .. ........ .... . .. ........... ....... . . ... . .. ... . ..... ..... . .. . ........... ...... .... .. .. ........ .. .... .. . ... .. .... - ­- - - ............... .. .. .. .. ..... ... ... . . . ... . ........ . . . ....... i-1 . . . ...... ­ ... .. e.V­L=­458.093 . . ......... . -7 7 .......... ...... Ui . . . .... ... ... ... .. . L .. ........ . ... . ... . . .. . .... ..... . . .... ...... . . .... . ... ... . .. .... .. .... .. ......... ... ... .......... ..... L . . . ... . ... ....... . ... . ........ . ....... ...... . . ...... ..... ... L- L . ...... e I e v - 46-2 . . . . .. . ... ........... .. 766 ... . . . ...... L.- . . ...... ..... . ...... .. . . ... ........ L" WATERLINE .... ......... L ..... . ........... .. ..... . .. .... ....... . .. . ... . ...... . . . .... ...... - L LL L .......... .. ... . .. ......... L .. . ........... ................ . . ...... ... .. .... . ... ................ ... .. L . ... ... L . . . ..... . .. ..... .. .. . 'L . . .. . . .............. . LLL ­ . . ... .... . .. L LL' L . .................. L L . ... .. .... ... L . ........ . . . ... .. ... ....... ... L ­­ ......... . L" 17045 0 - - - -- - - . ... . ... . . . .. . ... . ... ..... . .. . ..... . .. .......... . . ..... . ... ... .... L- ­ 'L .... .... .. . ................ .. ... . ... .... ... .... ... .. . . . ....... ..... .... .... ............ ........... ... ....... . .. ­ . .. ... . -LLL . . .......... . ........... .. ....... . L, . .. . ........ ... ... .. . . .. ........ ... .. ....... .. . .... . L 'L"' . . ......... . .. .. ..... . . . ... .. ........ - 'L ....... .... ... . . ........ .. . . ..... . . . ..... . . ...... . . . . . . . . . . . . .... . .. . . .... .... ..... ... ..... . ... .. .. . .... . . .......... . , . ......... . . .. .. ........ .... ... ... .. ...... ...... . ..... . .... .... -- - - - ­- -- ­- L L- . . ..... . ... ..... . ....... .. .. . . .. ...... L"" ­ .... ....... . ...... .... .. .. .... ... .. ... ELEV 4,52.84-4 . . ....... ... . L _­ ... . .... .. ..... . ......... . . . .. . . . . . ....... ... . ... ... ...... . . . . . .. ... ... ..... ... . . .. ...... . ...... . ....... ..... ... .. ... . .. ......... .. . . . . ... .. .... . ....... . . . . . . .......... .. . ........ ... .... ...... . ... ... ... ............ . .......... .......... . . . . . . . .... ...... ........ . ... . ............ ... ......... . .. .... ............... .. . ...... . .. . .... ..... ......... . ............ .. .. . . . . .............. .. . . . .. . .............. . ..... .. ......... ........ . .. ....... ............ .. . - - - ... . .. ­- - .... .......... ..... ..... . ......... .. . . . ...... . . . .. . ..... ... .. ... . .............. . ... ... . .... ..... . .... . .. ... .. . ...... ... . . .... ...... .. .. ........... . . . .. . ...... . ...... ...... .. . . . .... .. .. .. .. ......... . ..... . . .... ....... ... . . ....... ... .. .. ...... ....... 165445 . .. . . ...... .... .. . ....... .. ........ .... .. ... .... 10 .. ........ .......... .... ... . .... .. . .. . .. .. ...... ... .... . . . ...... . . . . . ...... .... ... . . ....... . . . ....... .... . . ... .. . . .. . . ... ... ....... . . ............ .. .......... ....... .. . . . .... ....... . .... . . . ................... . . ........ .. .. .. ... .. ...... . .. .. .... . ......... .. ..... . ... - - - - - - - ...... .... .. ... ... . . . ....... , to C) . ................ ... .... 6 70j% . ...... ... .. . ..... . .. .. .... . .. ........ .. co .. .. ......... . ....... .. . ... .............. .. ........ . . . ...... .. ... . ... ....... ------- - ------- .......... .... . ............. - ........ . . . .. ...... . ..................... ... ..... . . .... i ...... .... .. ... ... . .. ..... . ... ............... ..... .... ..... . ... .. ... .... .. . .......... ......... ...... . .. .... . . ............ . . ... .. ... ... . ..... . . , . .. . .. ...... .. . .. ... . ....... .... ........ . . ... . . . ........... . . .... ... ..... ... 6b .,j . ....... ... ..... .. .. .. ... + ........ . ..... 'P -V �To . . . . .... q_ + !�2 . . ...... . .... ..... ... . ....... ..... .... ........ . . . . ......... -------- -- . . ...... ...... . ..... cn V) .. ... .................. ... -- -- ----- - - ----------- --­-­---- - - L- ....... .. .... ... ...... .... .......... .... ... ..... ... . . . ... ..... . ......... ............ . . ...... ..... . . ... . ... . . . .... .. .... ...... ..... .. .. ...... . .. .. . . ... ...... ............. ..... ..... . . . . . .. . . . .. .... ....... ....... ...... ......... .. . . . ..... ... . ..... .... . ... .. ... ... ... .. ---- --- - ­- - - ... .. . .. ..... ... ...... ... ...... ....... . .. ................ rn .+_ V) I 111.111,11,111,1111.1, -- L I +75 10+00 11+00 L k TERAL BUILDIN( 'I 4 + 0 0 4. 160440 . .. ..... .... . . ... . .. ....... ... .. .. ... ... . .. . .. . . .......... .... ..... . . - - ------- ------- -- ... .. ..... .. . . ... . ... ...... e 155 435 ........ ... ... .. . . Z -- -- - ­­ .. ... ... . . .. .. . .. . . .. .... - - ­­- - ------ ­- .... .. .. . .. 4" Sun .. . ..... .. I a ry ateral it L ..... . . .. . .... .. . . . . . . �50 430 . ....... .. . . . . .... . . ... . .. . ...................... ..... .... . . ..... .... .. ... .... . .. . . . .... . . . .......... Station -_12+ 86-27 . . .. . ... ....... . . .. ........ ... . EXISTING, GRADE ..... . . . . . 440.724- ............. - - - . ... . .. . . . .... ..... .... ..... ............. .. . . . .... ... .. . ........ ... . .... . .... . .... . .... .. ... .. . .. .. . ...... . .... ........ ... . . . ....... .. ...... ... 4 425 .......... . .. .......... ..... . . .... . . .. ...... . .. .. ........... 4-40 420 .. .... .. . ... . ...... F. Lic No.33028 . . . . . . . . . . . .. ....... . . .... .... ....... ... . . --- ------- -- ............... . . . ... ...... . . . .. ..... ..... .. .......... . .... .. . ...... ... ... .. .. . ... . .. .. ..... ...... . . . . . . . . . . . . - - - . . . 3 5 41 5 7 0 . .. ... .... .. 7_ . . ............ .. 0 1 03 ------ --- . ...... ... ... - -------- ........ . ... . .. 87- SDR26 PVC .... ...... . ON A L U 0 41 0 8i!LLLLLSDR26 PVC 0- 0.53k -- - -­-- ... .......... . . ... ... ... . . . ... . .. ..... . . ...... ------ -- ---- - - -- ---­-­ ... ............. . . 4-25 405 ----­----­-­--- . . ..... - ----------­ -- -- ---------- -------- -- ------- - ------ --------- . . ................ ........ ...... . . .. . . 1-20 400 .. ... .... .. . . M Ui ........ ... .... ... .. .. .... ... .. .......... .. . ...... . .. .. . ..... . ................... , ... ..... ... . ..... - - ----- ........... UJI . . ............ .............. . .. . .. . ....... .... . .......... ......... . ..... . . .. . ..... .. .... ...... ..... ... . . .. ... . .... . . .. ........ . ... ... ...... 115 395 ­­ -- ­- .......... . ..... ....... . .... ....... . .. .. . .... ....... ... . ..... . ...... .. ... ...... .. .. --------- ­ ----- ---- -- .... . .. ... . - - - - - - Uj _j .... ....... . Z Z 1 0 390 co, . ..... .. ... . . ..................... .. .... .. . ... .. ... ........ ....... ...... . ... . . . .. . . .. ... ... ..... < C) co Q .. . ..... .... . r C 0 V . .... ... > .. ..... . ... .... Lo Lq . . .. . . . . IN to CD 'C> M Lo 0 Lo co '7: LO 0 85 00 + C M - - - - - - - - Lo M re) L C> .. .. ................ .. . . ......... ...... . ..... ... .. 9 �00 )O 38 I . .... .. ... .... ;> cn IK ..... ..... . 50 10+0 0 11+00 12+00 13+00 14+00 SANITARY SEWER PROFILE (EXI - > D) m n �SPI 4) 1 1 O' VERT, 1 30' HORIZ LU 0_'�WATER I n I et I D LINE . .. . ..... .... . .... . .... ..... . . .. m T c rn i n ) ...... .... . ...... .. . . .. ........... . .. .. . ........ . ... ... .. . ... ... ......... .......... ..... ­ .. . ............ . . . . ...... ... .. ...... . . ... ... ...... ... . .. ......... ... .. .. . ... .. .. . . ... . ..... .. ..... .. .... .. . ......... . ... ..... .. . ... . ..... .. ..... . ...... . ....... .. . .. . ... ... .. . .. ... ... . . . ........ . ... .................. ....... - - - - - - - - - - .......... U_ Capac F u I I (efs .... ... ..... Pipe T ra vel rn i n 1 .... .. ... .. . .. . . ..... . ... ..... . OD 0.00 0.0 8.1 5.80 14.48 ......... ...... ..... ... .. .. . ........ ........... . ... ..... .. .. .. . ..... ........ . . ........ . ... . . ............. ..... - - - - - - . ... .. . ......... . . .. . ....... ... ....... ... .... ........ . . . . . . . . . . .... .... .. .. . ........ ..... . .. ............ . .. . 17.67 6.26 0.13 Cc = > .. . . ...... in" , , , , L , L ­ LL - , , L, ­ - ---- " '- '- ' "' L LLL L LLL L L ' - L - . , ' ' - L ' - - - - ' L - - ' - "' ' ' - - - -- - - - m 0.12 5.0 7-6 5.92 . ..... 439.95 441 09 132.000 . ................ .. .... .................. ..... ....... ..... . ....... .. ... ...... .. . .. . ...... ..... .... ......... ....... . . .... .... . ... .. .... .. ... . . . . .. ......... ... .. . . . . . ...... ... ..... . ....... . . . ...... . . .. . ...... .. . ... . ..... ... .. ....... ... ... . . . .... . .. . ..... 4 2 Uj .. .. . . .... U 5.98 Uj 441.29 446�75 61 �5D9 8.88 24 73.00 ............. ...... .. . ............ . . . . ................ .. ..... ............ . . . .... .... .. .... ... ..... . ... ........ ... . . .... .............. .. . . . ............. ...... . ... .......... ... ... ................ ....... ... .. ...... . .. . .... . ... .. 0.22 . . .. ...... 7.1 . ........... . ... ... ..... ..... .... .. . ... .... .... 446.95 448.45 75.197 1.99 24 34.61 7.4-5 0.29 5 6 . .. ................. . .... . ....... ....... .... . ......... . ..... ...... . . . ......... . ... ..... . . ....... .. . . . . . . . . . . . . . . ......... . . ....... ... . ... . . . .. . .. ...... . . .. .. . ....... . . . .. . .. .. ... .... .. .......... .. . .... .. ..... . ... .. .... ... ....... . . . . . .. ... . . .. . . . . .. . . ... ....................... . ..... .. .. ......... ........ .. . . .... ... . . . ...... .. ... . ....... ...... . . . .... ... ........ . ......... . .. 448 � 65 . . .... co ( * ....... .. ....... ......... .... .. . ....... . . .... .. ...... ..... ............ 0.50 24 17 .41 6.09 0.40 . . .. . . ......... 7 5 EXISTING GRADE ...... .. .. - -------- . .... . ...... ....... .. --Ppnpnczrn . ........ .... GRADE 451 .05 1 1 3 . 5213 1 �5 0 18 1 3 .94 8.94 0.27 .. ..... ....... .. .. 8 6 0.69 5.0 6.1 6.34 8.97 451.25 452,20 95.416 1.00 1 3 1 1.35 622 0.32 8 8 B 7 0.00 0.0 ... ....... ...... ....... .. ..... ............. .. . . ...... ... ..... . .. 455.11 . . .... . ....... . . ..... . ........ . . .. .. ......... .. .. .. . . .... . .... .. .. .... . . .... . ...... . . . . . .. .. ....... .. . ..... ...... ..... ... ...... . ......................... ... ..... . .. .. . ...... ... .... ... ... . ... .. .......... . . . . . ....... .... . .. ... ....... . . . .... ... .. ..... .. .. .. ..... ..... ................ .... . .. . . .. . ...... ....... ..... ... ..... . ..... ... .. . 5.94 ............ ... . .. ...................... . .. . . . .......... . . .. . . . . . . .. . . . .......... ........ .. . .... . . ........ . ... .. .. .... .. . . PRIVAML'FIREL'UNE ALL 5�0 52 63.62 .. . .... .......... ...... 455.31 455.49 36,415 O�49 1 5 4.92 3.01 - - - - - ­­- . ... . ... ..... .......... . . .... . .... .. . . .... . ....... .. ..... .... . ........ ....... . . .. ... . ..... .... .. ........ ...... . . . ... 9 . .... .... ... . . ....... ... . ....... ... ....... ........ . .. . .... . .. 5-0 . . ..... . ... . -I'S TO jOIN BE RESTRAINED 455.69 456.16 . . ....... . .. . .... .. . . ..... . . ... ...... . . . ....... .. ........... . .. .. .... . .... .. ..... 2.33 0.22 N . . ........ . . .. ............ .... .. ... . .......... ... . ... . . ........ . .. . . . . . . ....... .. . .. ...... .... ..... ...... . . ........ ... ..... ....... .... . . ... . . ........ ....... . . ...... .. . . . . . ..... ........ . ......... ... . ..... ....... ..... . . ... ..... ....... . ....... . .. .. . .. ...... . .......... ... .................. . . ..... - ----- ....... . .. ... .... . ... . . ...... ... ............ . . - . .. . .... . . ... . ... . .. ...... . . . . ....... . . . .. . .. ............ . .... ...... ... 455,31 . . ...... .. . .......... ... ... . 1 � 1 2 15 . . ....... ... ... . ...... 2.95 . .. ........ ....... . . ... . 7 A 6 0-23 5.0 . ......... .... ... ........... . .. ...... ... 451.25 451,40 29.799 0.50 15 . ........... ..... . .. .. 1.18 0,44 ..... ....... . .. . 5 .5'_ MIN , 0.00 . . ... .. ..... 0.0 55.19 , 5.60 448.3 449.0 23.3 2.91 15 , 11.94 5.00 0.09_ ..... 8!�-- DI - . ...... C LA�S EXIS*d e- . . ........... 111,111, . . . .......... .. ........... ... . . . ..... ...... . .... . .......... . . .......... ................ . . ........ . . ... .. .. . ......... . . LATERALL .. . ... ........ DI - - -- - - ­­ .. . .. . . ...... .. .. ......... CLASS", 52 . . .. .. ...... .. . ... ...... .. ... . . . .... . . .... .... . ..... ... . .. . .......... . -­­ ......... ....... ......... . . . . ....... t M i 6*h 1 2 �� 2 W, .......... .. ....... ...... ................. . . ..... . . .. . ... ... .... . . .. .......... . �L . ...... . .. . ... .................... ....... . ... . --- - ­­ ...... . . ... ... .. .... ...... ...... . ...... ..... ......... ..... . ......... ­-- e I e v -- 463:960 .. .. .............. .. . . . ............ ........ . . ................. ...... ....... .... . . ................ ....... ................... ..... . ..... . .. . ... ..... . .. .......... ................. ... .......... .. ..... ... ... . . . ........ .... . . ......... .. . ..... ... ..... . ........ .. ... ..... .. ...... .. ..... . . ........... ­ -------- ...... . ....... .. . . -- --- - �41 A TP_ P . ... .... . . ... .. . .. ... ... .. ........ . ............ ....... . .... . I NI F . . . .. . . .. .... .. ..... ............. . .W ATE RLI N E- Stu Hui 4t! 0.62-"' e-- bI CLASS 62 -WATERLINE . ... . . .. ...... - - - - ­- -- -­­­ ............ . . . . . ........ .. .... ..... ..... . .... . .. ........ ... ........... ..... ......... ............ ...... . .... ...... . . I ..... . ..... .......... ..... ...... "I ..... . .... . .... .... ... . . . ..... ........... S t 0 t 1 On 1 2 + 2 ..... .... ........ .. ..... . . .. . .. ......... . . ........ ... .... . . .. 5 . .. . . . ... ....... . . . D-. 3 ........ .... .... .. ........ .... . .. ........... ....... . . ... . .. ... . ..... ..... . .. . ........... ...... .... .. .. ........ .. .... .. . ... .. .... - ­- - - ............... .. .. .. .. ..... ... ... . . . ... . ........ . . . ....... i-1 . . . ...... ­ ... .. e.V­L=­458.093 . . ......... . ..... .... . .. .. . .... ... .. ...... . . . .... ... ... ... .. . L .. ........ . ... . ... . . .. . .... ..... . . .... ...... . . .... . ... ... . .. .... .. .... .. ......... ... ... .......... ..... L . . . ... . ... ....... . ... . ........ . ....... ...... . . ...... ..... ... L- L . ...... e I e v - 46-2 . . . . .. . ... ........... .. 766 ... . . . ...... L.- . . ...... ..... . ...... .. . . ... ........ L" WATERLINE .... ......... L ..... . ........... .. ..... . .. .... ....... . .. . ... . ...... . . . .... ...... - L LL L .......... . . ..... ... . L' L .. . ........... ................ . . ...... ... .. .... . ... ................ ... .. L . ... ... L . . . ..... . .. ..... .. .. . 'L . . .. . . .............. . LLL ­ . . ... .... . .. L LL' L . .................. L L . ... .. .... ... L . ........ . . . ... .. ... ....... ... L ­­ ......... . L" t a t i a n 11 . . . . ... ...... . 5 S TO R M . . . .. ....... ...... L L ... .... ... LLLL'LLLLLL . ... ..... . .. . ..... . .. .......... . . ..... . ... ... .... L- ­ 'L .... .... .. . ................ .. ... . ... .... ... .... ... .. . . . ....... ..... .... .... ............ ........... ... ....... . .. ­ . .. ... . -LLL . . .......... . ........... .. ....... . L, . .. . ........ ... ... .. . . .. ........ ... .. ....... .. . .... . L 'L"' . . ......... . .. .. ..... . . . ... .. ........ - 'L ....... .... ... . . ........ . . . ........ - e I e v - 4 5 4 : 4 6 9 . . .. ............ ... . .. ... . .. .............. ­ . ..... . , ... ... .... LL'LL L 'S t ­tL '--LLL-- a' n ,4__!� .1..'D �'_6, 2 . .......... . , . .. .. ........ .. ...... ...... . ..... . .... .... -- - - - ­- -- ­- L L- L . .. .... . .. ............. ... .... .... .... .. L ... .... .... ­­ . . .. ...... L"" ­ .... ....... . ...... .... .. .. .... ... .. ... ELEV 4,52.84-4 . . ....... ... . L _­ . . ...... . ......... . . . .. . . . . . ....... ... . ... ... ...... . . . . . .. ... ... ..... ... . . .. ...... . ...... ... .. ... . .. ......... .. . . . . ... .. .... . ....... . . . . . . .......... .. . ........ ... .... ...... . ... ... ... ............ . .......... .......... . . . . . . . .... ...... ........ . ... . ............ ... ......... . .. .... ............... .. . ...... . .. . .... ..... ......... . ............ .. .. . . . . .............. .. . . . .. . .............. . ..... .. ......... ........ . .. ....... ............ .. . - - - ..... . . ..... . . ............ ......... .... ... . . .. . ....... .. . ... ... .... ........ .. . .. ................. .. . . .. . . ..... ... ... . ......... . .. ...... . ... . -­ -- ... . . . ........ ... .. .. . . - -----­­­ . . .. . . . ............ ... . . . . . ...... ... . . . ..... .... .......... ..... ..... . ......... .. . . . ...... . . . .. . ..... ... .. ... . .............. . ... ... . .... ..... . .... . .. ... .. . ...... ... . . .... ...... .. .. ........... . . . .. . ...... . ...... ...... .. . . . .... .. .. .. .. ......... . ..... . . .... ....... ... . . ....... ... .. .. ...... ....... . . . .. . . . ... . .......... ..... .. .. .... . .. . . . ......... ........ . . C) . . .. . ....... . ...... .... ........ .... .. ... .... 10 ............ . . ......... ............ ... ...... . .. ..... ....... ......... ...... . .. ..... .......... . . .. . . . . ... ..... ........... ....... . ..... . ... ... . ........ ....... . ........... ... ....... . ... ... .... . . . ..... ..... .. .. ... ... . ........ . . .... ...... .............. .. ..... .. . . . .. ...... . .... ...... . .. ................... .... .. . ... . .... . ..... . . . ....... ...... .......... . . ..... ... .......... . .. . .......... .. .. ... .. . ... . .... . ... .. . . . ........ . ..... . .................. . ..... .... .. ........ .......... ........ . .. . .. . .. ....... .. . ....... . ... . . . . . ...... .... ... . . ....... . . . ....... .... . . ... .. . . .. . . ... ... ....... . . ............ .. .......... ....... .. . . . .... ....... . .... . . . ................... . . ........ .. .. .. ... .. ...... . .. .. .... . ......... .. ..... . ... - - - - - - - ...... .... .. ... ... . . . ....... , to C) . ................ ... .... co r', ...... . .... . .......... .... . ............. - ........ . . . .. ...... . ..................... ... ..... . . .... i ...... .... .. ... ... . .. ..... . ... ............... ..... .... ..... . ... .. ... .... .. . .......... ......... ...... . .. .... . . ............ . . ... .. ... ... . ..... . . , . .. . .. ...... .. . .. ... . ....... .... ........ . . ... . . . ........... . . .... ... ..... ... ........... + ........ . ..... . ..... . ...... ... .. .. ..... .......... . . . . .... q_ + !�2 . . ...... . .... ..... ... . ....... ..... .... ........ . . . . ......... -------- -- . . ...... ...... . ..... cn V) .. ... .................. ... ....... ....... . ..... ..... L ... . .. .. .. ... . . ..... ..... . ..... . . ... ................. ..... . .. .......... - ----------- --­-­---- - - L- ....... .. .... ... ...... .... .......... .... ... ..... ... . . . ... ..... . ......... ............ . . ...... ..... . . ... . ... . . . .... .. .... ...... ..... .. .. ...... . .. .. . . ... ...... ............. ..... ..... . . . . . .. . . . .. .... ....... ....... ...... ......... .. . . . ..... ... . ..... .... . ... .. ... ... ... .. ---- --- - ­- - - ... .. . .. ..... ... ...... ... ...... ....... . .. ................ rn .+_ V) I 111.111,11,111,1111.1, -- L I +75 10+00 11+00 12+00 13+00 'I 4 + 0 0 15+00 154 0_'�WATER I n I et I D LINE PROFILE I nI et Ti me mi n T c rn i n ) VERT, 1" I = 30' HORIZ Line No. I n I et I D DnStrn L in IN o Drng A re a ac) I nI et Ti me mi n T c rn i n ) i syg (i nf h r F I ow Rate c I's I nve rt D n (a) I n v e rt U p (ft Line Length Ft Line S I o pe % Line S i ze i n Capac F u I I (efs vell D n ftfs Pipe T ra vel rn i n 1 2 0 ut fall 0.00 0.0 8.1 5.80 14.48 439.58 439.75 32.701 0,52 24 17.67 6.26 0.13 2 3 1 0.12 5.0 7-6 5.92 19.78 439.95 441 09 132.000 0.86 24 22.77 4.98 0,49 3 4 2 &08 5�13 7-4 5.98 I%_79 441.29 446�75 61 �5D9 8.88 24 73.00 7.42 0.23 4 5 3 4 0. DEB 0.22 5.0 7.1 6.06 19_,$6 446.95 448.45 75.197 1.99 24 34.61 7.4-5 0.29 5 6 4 0.12 5. 0 6.7 6.17 1 3.13 448 � 65 449 � 14 97M7 0.50 24 17 .41 6.09 0.40 6 7 5 0.55 5. 0 6 � 5 6 .24 1 2,71 449 .34 451 .05 1 1 3 . 5213 1 �5 0 18 1 3 .94 8.94 0.27 7 8 6 0.69 5.0 6.1 6.34 8.97 451.25 452,20 95.416 1.00 1 3 1 1.35 622 0.32 8 8 B 7 0.00 0.0 5�5 6.52 6.99 452�40 455.11 1 80.675 1.50 1 5 8�57 5.94 0.61 9 9 a 0,19 5�0 52 63.62 3,70 455.31 455.49 36,415 O�49 1 5 4.92 3.01 0.20 1 0 1 () 9 0 . 4) 5,0 5-0 63.70 2,82 455.69 456.16 30.866 1.52 15 8.63 2.33 0.22 1 1 8 A 8 O�40 5.0 5,0 6370 2,41 455,31 456.00 61.857 1 � 1 2 15 7,39 2.95 0.62 12 7 A 6 0-23 5.0 5.0 63.70 1,39 451.25 451,40 29.799 0.50 15 4.96 1.18 0,44 13 5 1 1 , 0.00 , 0.0 0.0 55.19 , 5.60 448.3 449.0 23.3 2.91 15 , 11.94 5.00 0.09_ � _'�STORM DRAW COMPUTATIONS 0 ___ K_7_'�STORM INLET COMPUTATIONS 1,,LP 1 J4 -- - --------------- - -------- - - ------ - --- - --------------------- z - - - - - - - - - - - - - - 455 co W ­ ---- ............. ... .. Urie I n lot Or n Inlet I R u n off Incr a a 0 I" let Curb J unct Gutt er Gutte r C ross Cross 1 G Utte 0 U it te r No I D �1 A r eaa Tirm I n I et Coeff C a rry Capt Gyp Eff Len I yp e Slope wl cit ft SI, Sw SI, S x Depth Spread I 0 nbr) (c) (clis) (cf,$) Ks) (cis) 01) (ftift) pft) ft (M 1 2 0.0co im 0.00 0.00 U0 > 4 3 5 MH 2 3 0,12 5iO 5,19 036 0,47 0,24 0.14 81 6,00 Cur, b 1.010 2.00 0,060 1 0.02D 0,16 6,01 3 4 0. DEB 50 5.19 0.84 0,35 O�5 8 om O�24 74 6,00 Curb 0.010 2.00 1 0 �050 1 0,020 017 5.71 5 O.Z,,2 5.0 1 5.19 0.95 1 J99 0.41 0�911 0.58 61 6.00 Curb 0.010 2W I I4 M50 0.020 0 T. 1 1 P4 5 6 0A 2 5.0 5.19 0.78 0,49 0.73 141 67 6.00 ur b 0.010 2M 0,050 0 0 0 651 6 7 0.515 5.0 SA9 035 214 0,50 191 0 3 72 1 0.00 Curb 0 � 0 i 2W 0�050 I 0 D a 0.&(g 5.0 5.19 0,72 2.58 0.09 21 8 0.50 81 1 2,00 Curb 0.010 1; 2M 24 0.050 Di020 &Z 9,116 a '98 0.(x0 0.0 G.U0 0.00 0.00 MH 0.1 M 5,13 5.19 032 0.71 MO 11A2 I 0.09 92 1 O.Ob Curb 0.010 2,00 0,050 0. 02 D 0A.9 6. 46 W )-� III Z r .C� U) cn DOM. PROJECT NO:16.0042 INDEX TITLE: 10 I D 0A9 5,0 5.1 0.86 I2,19 UG 1.69 0.50 7 I M0 Curb aolo i 2.00 0.050 i OMD 0 23 SAI 1 1 8A OAQ 5,0 C, '19 0.90 I MH 12 7A 0.23 5.0 5.19 0,90 I V-1 PAH K_7_'�STORM INLET COMPUTATIONS 1,,LP 1 J4 -- - --------------- - -------- - - ------ - --- - --------------------- 460 z 455 co W L�j z LU Li - 450 u) 485 445 440 480 C) > 4 3 5 Llj 475 UD 430 U En Z z C) 0-1 70 Z P4 IE-� 465 460 455 L�j z LU Li - 450 u) 445 440 C) > 4 3 5 430 C) 50 Z IE-� E-4 W )-� III Z r .C� U) cn DOM. PROJECT NO:16.0042 INDEX TITLE: S t 4 SHEET NO: 14 of 17 DATE: 07/12/17 NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED - - E DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO i1§ 3>at B, C F'%P:A10GN KEYED �,;R prral OF INLET JOINT (GRIST BARS E, f Ar}i3ROAC:H OR EXACT LOCATION OF DUMPSTER ENCLOSURE ERPF r] I'?rt JC}INT 1 ` SP.AJIE & ;,,4V'k.'Ft IIF.CK rr2F IDEWI<Lit 'g JOINT -t, ,",, 'wa'' GUTTER VERIFY w CIVIL AND ARCHITECTURAL PLAN F sr�.5t1sARo 1-: ... „G G�'' FIELD BRICK HARMAR _SEES ,cap c wT - ANTIQUE S.B.-WAFLASHED S- 41 7 FT� SUBBASE � NOTES ,. I f Q u BAR r A„ Ir i st R ts€ NQTES: S m o 62 $AR5 M s..�... „ 12' 0" MIN. '} BAddS 6 s -. _ - HAFtLigY,4fiE 1. T11 ittm MAY BE PRECAST OR CAST IN W AC:E. � 4' IS) _ --PARS F r j + - 5S -F3 s {aTi1 THIS :7: Mt rAaY BE PRECAST D Z OAST MN PLACE, EYE HOLES FOR�j WEEP HOLE. 2, 4NCR-ETE TO BE CLAS.: A3 IF CAST IN PLACE, � 1V O 46013 - SI IF PRECAST, NCE® U% PST CAST. O 1 'r. i 2. 4+0'ti^N41P I hF 4 BE .A59 A3 iF CAST Tri PLACE, 4" " N I � SEE NOTE $ WV w.. i PAD LOCKS Jn - - a` Cup > • 3. COkNrlTIRN 4E+"R8 &GUTTER HAVING A ?2A+�IUS 0 GALV. 1 OF 300 i€.Er. OR LES: ,ALONO FACE OF CURB) :}. CURB rtAtf;CE A rcA VRU Wl 3klt'7 FEET U LAS �-( .>.-.. t SEES.. -SEES_ a...,.,- ; T 1 •. z___._._. a ...,._.:�,-.-,.,.,..-S EES . ... � [`. s ( i 'ALONG FACE c: DuxEr w,LL a PAD FDR 4a Jj /,SEES ,. t ._ . ,_; _.:.:a .., POST 4 AND GAT[ w/ iHAL4 E S�Al0 FO AS RASAL COW PIXT.Oh ,,.9 3 ! -...� V CURB : GUTTER. RADIAL CSR '> ..._,.....,_�,_-_..._....... ......... SEES...- 1 .-j .. ; .. # { ..... s > ,` f - -.- ..-.. _ § ! ;::rx. 1 "BEIGE" TREX ^� 4. THE DEPT OF CURB MAY EIE REDUCED AS MUCH 1 4, FOR USE WITH ST:AIIL.Zrl) OPEN GRACED DRANAGE -' -'-`•' - :• Sr+R A - t'dC`ATE t �LA't`EP, THE BOTTOM, OF INE CURB Js, GUTTER 4:. 3" {TS" D P'' OR R THAT T AS BOTTOM AS � s ' ...;.._ " MUCH WOOD POLYMER _ _ { 1 -11 N ORDER THAT � TT � � - '--- - :. ° ,. •" SHA C4F,S n:.IiGT'^D PAftALLF.i Tt3:7t+r *€,irPF,. 3 �. W O..�E. lij THE OP F .�. icr ,,," r _ `\ g D FJtE ar ctkr a _,. r 1 1 F �- 'D RSE4 AND TO THE DEPTH OF a= CuR� MSEC cJiN;zE Ni€T1 THE T�, vF'. A r I `' LUMBER SLATS TO ,: av :I,........e ....-t: GL$TTE ,. - I -"- .---"." ... T SUBBASE T a- , e.- is.- ' ' 'ill�J I �' •JC t'CIidTRt7L Je�}IN'T ._.TRA�as CDPvTT?i)L JiJ'i[dT �..-: ;'. .:,,. THE PAVEMENT, OTHER-' E, THE PAVEMENT IS O 6d, IW' AS SHOWN, :�:: �,, ,-_ ,,r,� ,. ,:.'_",� MATCH BUILDING. i =. t•,fi 4 ..--Y--,-.•. ... GTHEFCMiISF..:. TH,. DEPTH IS TO <..'„, 1,5" AvHCYdN, -r �•�. "Y - .- S + / _ NO Ae .t.tSTIAE€+T IN THE PRFCE RO IS TO BE MADE , ' 5. AJ QlWAi3LF CRITERIA FOR THE OF COs r. '', ' , PROVIDE GATE LOCKING SECTION A A FOR A L41aEAsT �Ta AN INCREASE IN aEP1,1. - Fa' Msr€ ,! s , SURFACE 1 ,o" ,_ --._, ':,` PINS g-tii jI � ,. D ISl3Td,. F`y�, SEES S kiE'daFl) �N RCDAt)W±4>' 4.J P.Sif1CAT�t�"e i _ x � +-- S l ..•".. I �..... l-` ,+'` .` ,- ,,+"'•' ''� DESIGN SPEED AS SHOWN IN APF£kOX A OF E uR , IN AND PIN - " ^c - 5. _ - USED ON. RGADVIAYS MEETING .4 '!.'' - AAG.,`;. TCI MAX. - F{- . mt ^2• R THE ROAD DESIGN �IANVAL IN THE SECTION "•.'----- il u... ExEb C©r FY. Jc 4 G. k tHE 2i arrTs FC's� GC s AS vw N c ; 4°`'^ ;'' _ RETAINERS w/ -s,- g/ ".. OPs S JRdi1 STANUdftC1". :' ' L�V,ARIt LE " #a M., 20' _ 2•-�".,. 'M4AaY^ED 1+ TER IN TH SEC OF ,HE aDrfi ROAD DESIGN MANUAL, f ,. n I... I - PROVISIONS FOR PAD IN 'r -'`t S-O-IC?J ON GS 'URBAN STANDARDS. J � xr` I I _ � `4. � _-_ APPROACH 4 LOCK. ICH , r / G!}T7Ef¢i'i r3 \ 1. .'I: �3;Y..£ Y 1 CDT 00Ito ri w _ A x ... .. SEES_... 4 SEES_ .^......._.. n r' P,aP.S -F - Imo- •-B'i+iES E ; , 2 RADIUS I a � ..., t.€ is ..h -*S DIAA,iET_Fi ,'' �. ""DA1tS S :. r" � m � n ' a. � n I I -„_. � SEES..., } )MEµP Vi I ALF FRONT ELEVATION BARS F % � T �' flI x � � f,{^,kLTTEN' REMOVED) — /,'Va' •"' 3 I�` r✓r _ it4 - p > / SECTION Gi-•i3 �''a. � • � — ,...... — _SEES. I f e _ v 7 -- �`: r .< _.i_.. E Po:A3A'" SENT #'LATE f�.. ® r- ti �.2 \--THE BC7TTtTMd' OF THE CURS A?`'Eii B.. z -RF ArE Gt7'TEP. k,RAY8E CONSTRI.$rTED ,Q ., ' ^;` ,,; ,s` � _� UR.ALE.EL 10 THE SLOPE OF a fi PR POSED ADE _yE',- PROPOSED GRADE S U8>.�AZ i' SO.tRyES-PftOVx3FD A 11 BE IND (SE NOTE 6) BEHIND SEE NOTE TO'T'E A NOSE DETAIL SHALL BE USED !NITH CG -3 `% ;O.7 STANDARDza. '_� - .„.. - iALgV;`T2Tf "SII/i' 1-3 MANTAINED, Qr BA_E ---------------- --- ----------------- xr „4L'dANI$ f,} AT J"iiE: OPTION tOF r:4NCicON M�'tNILAi141 :,Ei�".,:dl -y„ � i5.'. i , TYPF 9 Cao EXTAFt. SHALL DE USE€r WITH CO -2 I, CC, -.E: STANDAP05, TYPE A ` I at THE c; . uN c T .. cn�ar�� r R � � � ' p' � ? I I- � � ) I � H pF � TYPE B r'1° % �#" STuU. SHEAR CTJ}r;P�SECTOTa WELDED r GALVANIZED Pt/, E F P, TYPE A TO BE SE14T ON AN AP9GLE OF iJ `30' T4 F1J LE iRGt9 AT 1 C.4artECTORS Arun IS TO BE ANCHORED WITH Vz' X 4 STUD '91EAR NOSE DETAILSr POURED CONCRETE r _ I I `;ti'ELDED 70 B:EtHT PLATE AT 2'-G-. E >t;3E6.�SE L„ , --J `--� --J `--� `� � �f ' `” .;.�,,a� ✓ - ^' "�� Wk,Rp-:.137 P.441Ei+lEft"T - ntr�R: PAVEMENTOCPIN RETAINER � L KING DI- LIFE ... Ml( HA L F. RS SEE STRUCT. DWGS Lic. No. 3302$ _ T j ACCEPTABLE ALTERNATIVE FOR FOOTING INFO FLAW FLOW IF CURB IS £XTR'LJ�1EQ z . __ _. I FLUYJ` _ " 1'-�" . DETAIL WHEN USED NOTES: ��� 0762/17 1��� SPECIe iC,AT§Ort ADJACENT TO CURB swR{cl:� by 7N �+,r�1 �i • VDOT R-tvE)QT 1. DUMPSTER WALLS TO BE 9'-0" HIGH. S� Fr+1 l s °� GRADES FOR USE w 5AGG YVITI- OUT GUTTER `� COMBINATION � CURB AND GUTTER ROA, BRIDGE fi7[4,� D� STANDARD 6" CURB ROAD AND BRIO=E STPOARDS 2• PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR ZONAL � 8s'J TH SiriEa TO BE `YMMIE TN3CA,, It7s REVIS€ON DATE SHEET a OF T )DS REVISION DATE SHEET T OF THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. -. - SPECIFICATION frC2 ',(RVINLA. DEPARTMENT OF TRANSPORTATION - 502 WR'GINLA DEPARTMENT OF TRANSPORTATION .,�,� � REFERENCE 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE STANDARD CURB DROP INLET 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. Rama AND EIRIDGE STANDARDS va VIRGINIA DEPARTMENT OF TRX45PORTATION rG e 5. FINISH TO MATCH BUILDING. SttEFt ] CeF 2. IiEv6;rt�N [,r,T£ t"° ti 31 PIPE! MAXIMUM [9EE'TEf iM3 8° '0s 6. A PORTION OF THE ENCLOSURE WILL SERVE AS A 3'-4' HIGH RETAINING WALL Or3lt@ 4IFt�IFLa± �,��nf�tanFtat �E €#AtUSP[7rtYATIoDrH fis<T,a� — AROUND THE BAC DICK REFER TO GRADING DUMSpT PLAN. R TT � 3 CG -2 DETAIL 1� D 1 1V 1 DI — 3B DETAIL __ C G 8 D_E �A�------- - ------ - -- -- -- 4 _ E_ ENCLOSURE W SP16 NOT TO SCALE SP16 NOT TO SCALE SP16 NOZ TO SCALE SP10 NOT TO SCALE W 0 z 14 1/2 N COVER LIFT IOTCH 11-4 2 1 2"SI-0" T 04-7 RADUS LEWGT4f OR 5`-i" LWTS OF CC -13 » cc --12 #5 x S' 4" BhFS IAN W;= i ��--- 1 / 12 3/8 ,_4., Sar REQ11J.) 1 „ ss CONST -JOINT RS A iTt}TkB > m ,, ; • . - '., -+ sy f -ti tMMt3Tii ®F' ENTRANCE ,.Clf'dTTY ;Tl::du ,S, {#5 DOVE LONA R •2' C -+C 3 _ GRATE A 'RAR SPACING CHART y.FT, � .,-,,. .m,_. .,.,,. r k3Y:tlT$ � PER. �. F n �' � �A,x I seow� AL larca"cT-t F-WAr Is REQUIRED IF THE LIMITS OF PE CSTFNAN ��. 7 %T Y T SECTION I3 -B S PTf ROUTE IN EXTEND BEYOND EXISTING OR PROPOSED VDOT TRUX:"-:`,TE !/CttE TYPICAL 3E' I I`v _SEES_. EXPANSION JOINT A - W }'�CaFIP-a�F WAY- i- m ll� -•= '-=-"''- ., EE ,HEET .TF ', „_.- , +n P" DIAMETER14PLBIii T 10 6C LUSYFTRIX) C7N _ NOTES; tJR 'SED SPA.OE, I 0 of A FCR ..ElAt, 18 METER 80X lt� � I � PEi�5TR1AN �� ROUTES ���®E A cs>WTIwI.€cu5 LPr1i.1B5TRI➢CTED; n PkiO, i4 PLAIN BILLET STEEL 6AF. 51L1EYIALK�.- CAST IRON LID" �r.�� Mas/FT :ASTIA A4 -TSIs. ��ADE so) �. sE=d GENEh"A,L NOTES -PRECAST' FOR �ti6DITIt7 Nid� pETATi,s. a',>:. Ma;„. �s CC t� RETECTABiE WARM "FI iVr.2') TALE. €am AND :MLP KSISTANT PATH CONNECTING ALL ACCESSIBLE � - - 12 a'” X .^.-°fz'° %'%" `r `:,. RSINC,.E LNIT-TE COVER AiNA'154 ATE ARE TO BE E DiWNSgONS OF GRATE. FARE ....a-'� - L � NF I' USED ELEMENTS PEDESTRIATY THAT CAN BE NS, OF ACCESS ROUTE E 1S. ADUJ NT�TO 33ACK OF 'O CD ' TFRE.D AND 37=t %1 '< -n9:i:h"aK. T E X 2 (GRATE A) OR 3 '% 2 .'.•. LAW L GF LR,B-., 't 'TRATE A r ° YYF! D -�. m1'1 a=� _ SEES .. . ._SEES_ �^'€� d F.R7Hi`8'. lA4N:AJ wr�iTH $IMOULT,} RE - WEICi` ,J \ SGP. AE. E#r,.,, .w,,.::,.:.:_,:. .. S. °�-, ILLJ FLAT VIEW LIMITS OF ce-Is 1 t . \ r 3~ DIMENSIONS NSIO SHOWN tRE MINIMUM, ACTUAL DIMENSIONS GUTTER -- E*ANSIav JOINT' W IT PEDESTRIAN ACCESS ROUTES � ARE BEING PROvi o, A s uA u S; r r ,. A,erJL a �r '` 2^ 4. GRATE .A 15 TO BE UJILVED IN LCIGA7ON15 NOT NdTES: ",FITS = all . � STTfJr} SNEAK L2' x i" % $» NORMALLY EUB IECT TO TRAFFIC. MAIN ROADWAY - �..... 1 SIDEWALK IS REQUIRED WITH WAY, 2x CROSS SE1::TIO�! �-A � Y r 'I r k ,� IxAv L .�RseoAveRs 1'x�c+aHTcr � POURED ,LrTP -i ENMI L+LE R.,... _ _" I! +: = .- _yam- {}R 8Y U51NG F°E 1,S.-:JF?LE CC1NaT R1.6GTkOn, ,ii}tMT WITH 1'7EQ-UIRED BARS, ,,. ff "CINT .., SECTION A -A CONNEQ 5- CRATE 9 15 TO BE ITT°LIZIO IN LOCA71ON5 --- - _ _ w _ T4'1`E t-PRcP75Eu' apEwALIL Ica FE CCAs A3 CONCRETE ,LLT WITXd ENTRANCE a um. DETAIL J'� NL)RMdALLY SUE3,;�CT Tfi, TRAFFIC. �L WITH BUFFER STRIP DETALS LTE CONCRETE COVER AND GRATE A �. BE ACCEP ELE IF APR ANCHORING BR' T AtENGI IRON WILL HALF FLAN HE 14GGEP DOLE €F fi PFI IWEf) 6 THE EhIGIN€Ef?, 3, REQUIRED BARS MTBE TCS HE NO. 5118" F`.AC:E© i' CENTER TO CENTER l� SECTION {J -E3 T COLLAR ARE Ta 6E CAL1ftJJCZED AFTER Ass Aj cOrAc. O-DEPTHI) OF WALXl 6a11NIMAIMI CRATE AND CMT• FACE of cliPas 2' tt' GPIATE FAiTRICI.TIGS; T, I r- CCNJ TE COVER 112,._MI HGTE.' SEES--. _ F.r.R uE'rE4.^L CVRTLs ;,ts THE DETEGTd-BLE Mk:�FJtiI.'tr ,CFFAfE:EEE SHEET IGF ;.. 412" A 2v N?JRM1AA5. GUTTER -a _ kL AND DIMENSIONS NOT SHOWN' ARE: THE SS:€5hE k% n EDGE BAA b..)OINTS BETWEEN C NCRETF DOVER, AND gUTTER5 ' `" . - , a .. a � " °i .. - �' t �' `=' � $. S AN[1AR9i�GG-�jl, � W THIS Gf`,Iril TO BE :3FEl F E+PJ]TR`uGTIaN rHJt7 INCORPJR•0.T E5 a9°ICIER SIOE'N�+LK_ LANDING t a 9 IJ a }{ 2V ,x BEp�RINIC iWHEN REQUIRED) ARE TO BE DOWELED. KEYED, OR ' E.. Q, . t,:. , p n'.�.' �� � X3'0 < » l - 14E RE JIRELD AT POP :JF LURK RAMP. M, llh_it CLRB R,*Ai= LEN TH 8 FEET FOR NEN OAR SI ry TN Tlc:tJ. I ( qq qq55 yy ry µ y ry p p °� e 8 p g a �":° S. AS THE NEEEED A- SES`. ®E AF+U_IETTi TO TJTI6E � 1� I�.LEA OARS; 02 RE<),D-) n,!TI M,+'< ')%4/.JT o"€-�t�iv�4..,.! Ti"F)"rti, �� 4 o G u a 3 A"% S CONCRETE SHALL BE 4DOO PSI M INTI L'Mi " 8 AGGREGATE SASE R ENITFCArRG6 STANDARDS Z Z `. .. STEEL SHALL BE IN ACCORDANCE WITH T A€ C SPS 2€ 8 _ STANDARD 15 TO B€ ADAJSPED TO HATCH THE EXTENSION _ u NT LCONFIGURATION- 6" ®,1„ C C' fl "Ida. � s � S 'v' A. s SC7..IA E: LIN:, ,f.'. a 4 i)UAhE Lrl'',^l;l°.;: P� 'aFz ` �ETi'YEEPi - "- , 6 R,iti . �tAHkE>Ik USED � - � � GC,flB FACE LAM THIS SECTION MOUNTABLE £ CURB AREA QljTS9 9F , s.... Ai A TT)E ::F r _-. FS S T3'P.) TT GftATf '� ARE Ti? BE Ii+tST,N..P.E S0 THEY WILL BE SECTIC}i -. 7°SEE STANDARD CG -12 FOR DETECTABLE WARNMiG DETAILS, -A TRA'VELWAt H J_L TR VELW -T 5H.41L ('{ i)LICNED PARALLEL TO THE DITCH FLOW. BE ARG' (.SEL' WTTHLA HE "i VE,E WITHIN2.'-1 y ' PARTIAL SECTION V"D %' $" OARS O t2" G -C 6„ ). THE VAYKE E THE U R2E T7 SEc 5T �Ni74RD E]I'7, iA 7B FUR DETPJtS aF C3L€TTER, zr7 ICJ I CROSut'<,.l-, A.'EA.-,, CR ..SaaALK . aE,:-, �, 3,-4" GRATE ... METM(1D fJ PLACEMEAi7..1+T.T£RNATE METHOQS OF PERId[5 t.£ caN'STfltmcTlcxa JOINT ti U3 D '+, y- 'f 'I/ '. - CONSTRUCTION. PERISStBLE. CONSTRUCTION JOINT � - c� e 1. x � 'R" f A 211' " .EDGE TIM PIPE SLOT �- t< ud s �EAw�::r v it Cln'* ECTOEi i REQ'G 3 T l MAFaMa MI 1 `~ co€IcT G�PwER BROOKS i `�� , f _ �.. 2 PLACES s ;{ ,O i.'EIR 2200 SERIES G9aMLK Cuvl MLS x =� u ICI' ILII T`fPIC:"+L PLACEMENT �I � I nn ���� TYPICAL Fcj L lI E�1E€VT � II' � � E AT ITITERSETIt�hC�C'SS'k':4L{ t c�.3.�rvt+LKTC 9'D,) .„ „' o",,_ , is°' AGGREGATE BASE a s AT INTERSECTION WITHIN PQS�4VALK �IAGuNAL PLA,'_.EMENT GRATE i� i�/� x �'Jz" ASE �'l4' Tia x�z� �€� '"4`=°nr? �Y�is �^�r��sE „° &vP�is�i� �Ta (5/8" I 'j METERS) vITHIN Ri 3NIALFC I?IAG1L FLCEt�tEhlTIN:'ITFI E IFFE 'T21P1 vVITN BJFFERTI, SECTION B'HSEsDTIiDN-( SECTIi}1J}-D IiiNOTES: SPEpF19 ATHJ17 vL PARTI SECTION C -C SPECIFICATION q S PREFERRED LOCATION PLASTIC BROOKS 2200 SERIES WITHI REFERENCE CG -1.2 DETECTABLE WARNING SURFACE COMMERCIAL RCI j�� '{'p��NC � (1) UNPAVED AREA ) n `ldT,S .�?•i,'�-.=xIC?CaE 5T 4h r::. REFERENCE 4yy �lYt�fC ti✓FA�3.. EN ! II TUYi:.,rl ,aBRID�� u ff s(,,=,• TYPE A (PERPENDICULAR) APPLICATION IRE,ISION DATE SHEET 2 [F „; T -DETAIL 7 OF LC7,�tp C�ilTli'INf"T GRATE I� Tp' 9^y PifSAA i3,1E3 BRIDGE STANDARDS I,j,J �Ilv�tvi 914L1GK TRAFFIC ANTICIPATED) 6 EXTENSION OR APPROVED EQUAL. P2E4YS,pF1 DATE SHEET 1 u i '`sf7J 'a?I`$GI!t1A yEP'Arx.7raE.v,7 IF TI'�th,r,SP-'ii'I?TZ,TI^vti- 07f PS' 2;; 5,;}Fy �CIFICA`Flak�,� VRDINIA LIE'�P.ARTMaEidT OF TRANSPDRTAT1tThi z �PEwIFICATN,}MI �}✓��� REFERENCE � ~ (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 63015—B - sREE EIaESTANDARDSTANDARD ������� TOP�NIT� OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". REFERENCE CC -12 DETECTABLE WARNING , URE ~ E ANO wRIDCE I,09 T ;,S 1015�°�' T, ,ate SFAdtUdRE2S 3ti5 TYPE A. (PEPP•ENDICULAR) APPLICATION REVISION DATEc.HEET ,T, OF 5 302 233 VIRGINIA DER,MRFMENT UF' TRANgPORTATION RKV3SION DATE S,EE:ET t OF I (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LIID. ,, VIROII'ilA DEPARTLIENT OF TRANSPORTATION -i, 1 8 CG -13 DETAIL TYPICAL METER BOXr6__�CG-12 DETAIL DI—`� _ DETAIL - ------ SP16 NOT TO SCALE -------- --- -------------------------------------- ---- SP16 NOT TO SCALE SP16 NOT TO SCALE --- -- --- SP16 T NO'I'0 SCALE CID FRAME & COVER w N NOIE t1H6N PEDESTRIAN ,`CCE4S ROUTE _SEES., ,yrrr r'§;.T ES f-. t.ME �' I : E`J171 AT. E J DOWNTOWN RACK THE CFU : LC' E H LL BE 2V FU (SEE FIG. S-1-D,E) STREET SURFACE OR z ` L; I..}.� E ( x A , r rH OF FEET Su }�('III.tC,I s, ,e.` t A STREE-T H -',M1+E LI13FAC.i•Nv GENERAL NOTES NON—PAVED AREA a AMU4, TO RE AS I L C � �Al MSI\u JE r_.`„vrAY r,EE_ ryCrE ,_,) SHOWN ON PLAN` -it vx ?. WHEN i,SE) IN-C(jNA.r CTI-fI �MTH .'TA:JOARO � I I AIDU,, TO 7E A:$ f R rr _r `" ERVED u — — — — . —�f SEES.__ .RES - < THE CURE FF CE CJ i THI,. STANDARD I.5 "TO SLOPED AREA 1� I 1l SHO Wi . ON flk,IS) QE Au, TEL TO MAX'.,H THE itOUNTA91-E CLRD CUhFIvUr22ilta'1 ., CAPACITY ne rl L t "REI FMP DE'I J TO E 1'-0" MAX 3000 PSI CONC. BASE I �'_ `_--- _ �" DEE,4AL SEG WITH THIS, ST ,Ur, n r' d SEE STS{G.",FtG CG 12 F{}t? 4:i�7 R rr r,PA RKING ntnTER1A s i` ISI EVALI w 1 V '' ``.^,. :-,'4 i NCTE 5x ./ >_ 4,-TI(;,ryaL \; ': iP,)NVAl/EU :PACE r ., E Rr �I 2 —0" BENCH SLOPED TO FLOW ;.. I r MAINLINE PANE104T 5HhLL DE OBSTRUCTED TO THE t• Y� � � >' » FLnN LINE ---- "• , "F' / ~. "``.e`„W -- __: 21W LINE tEXCEPT iWY tfUDTALE -T_ARll_(ATlQN 3 — — �-{ ---- --- - WEDG-LOK TYPE CHANNEL 1 /4 1 MIN I } �INISHes,rd I —� 1 E IRED FOR NM1IPJLI E ErdE1vT WHICH C fV GE .A I.� I'D. I i 1X,, .,,_ 1 1,,_ , --I:H OINT,.,..., v' -,�.. �..,',t, EX'..r*`d51G1:! UM TTE v E PT. n,.. RUBBER COATED STEEL �__. _ -- __ -- hr a EXPANSION r" ,7I-TH E 3 YES }� 1 #-: ' ` J' I- '?ALSIAL CUFF /R C'rt+,rFlrJitTIVaJ 13€1 H 4:)6 GLITTER STEPS OR APPROVED SHALL NOT 'E 13+3>,SEMENTEC RP0sEQ THE rfw LINE I { -,.o �, -:=: r a -'r,:: rN TE 'o•�IE•TH '8 G AL AS kfAIh+LI4E ^nOrx VR;'i EXCEPT FUS. REPLACEMENT 1�_.;KF'f)SEB. .. - _-_- D EQUAL CAST IN PLACE 1 3' 0" MIN D SHD'+)`N "4 TYPICAL tiEOTIDN, A �Jr 1 PLAN VIEW ENTRANCE NOTES PRECAST REINFORCED WHEN THE FINTRANCE RADII C,%NN€}T AcCUIMUmATE THE c i i BRANCH"'TtrAeC REI':JIFEMENT OF A n I A.T.ED HEAVY TRU CKCONCRETE SECTIONS 12" MIN 'rNJLIPE k}DJAf ��LrfF� TRAFFIC, THEDEPTHFFO£I Y'L'UFE RAMPS RING SEALS 4 16" MAX G'?1R4L,uLIC CURVE iENTPANCE WITHIN I^1HEN[IISH'ULL .E Th—pLmItm INC'EASD)TM7EE Ct ECE OF PAVEMENT "It MINIMUM ELEVATION A `,�,. , Q r:. ,, „'t „a E rHx;J E _ _ ._,S} N, ,LAMS AIRE 10 ADI ATE ,NETS L ,,3TFAJCTIOH OF A FL w » n•,. r , _.:,.., U TI�F,3'L FL:7tl UTMIE.._._. ....--' . � ,..:.....�.© EE - DIFFERENCE ACROSS M.H. 5 4'- 0" 5',le o N.'`-INLIrrE RO,d:W?Y - - - - ,... )+F„rE 7] LINE I NE -OrEJ rJ PROVIDE G:,ITit<E RAItJH:;E F Ct•3<S ONLI. OUTLET -- _ :i 9ta evix AS. — 7 THE ENTRANCE, CE AND TARIMfU EhT MC.E GRADE. CHA wE FROM INLET TO p „_t ,x;:, GRADE CHANGE - "L7" XRE LISTED R THE ALLOWABLE ENTP,NCIE GRAPE n NOT A TAALE THESE VALUES. AR, E?i''LICARLE TO sTl{BET SHALL BE 0.20 FEET. 2 Io,aS- VAR I ES d i' h1I2N, DEPTH OF FLOW CONCRETE c n)AERCIAL ENTRANCE INTERSECTION MOTES F•�--i FILLETS MOUNT I q, P4i- CHANNEL TO BE „ Q&TK7ti% P WHEN' IS LSE7 FOR STREET v'.hE 71DCS.THE 3/4 DIAMETER QF ® `UN T.JCT GRAZE CHAACE, '.41TH A r?F;, OLIO CLS'bE. .)Nti[ TION ,LUST €}E r E Ii;NEI lri G9R}� E WITH PENALTY 1 J1 -� AA`HTO RtTLI{'+ AN, THE AP LIC' FILE RET't IRE.VENT-3 CONTRIBUTING _ 5vf4, :F THE VDOT RAD DESIGN MANUAL, I)ICLUOIV. ST.OPPINC, --- --_�- e " SECTION A - A jI;;H7 ,I,aT,N`r,.E hJ;3 K L'ALLE kE341REk, E'•17'a-. � W 'd d. :`'#:. $100 W $ 5 O' Fn. W SEWER. d n. NOTE: s e _ 4r>t =,`s. , g rF,Tlul-aL FLi}14LIVE ',aAf ?.EU111 tE nARPIhO c,*F A Q .d. ' 12" FLEXIBLE CONINECITION F s" ORTICN OF c,JTTE T4 F'RO,IGE POSITIVE D,?a.INtCE - Z A FILLETED INVERT FOR A SMOOTH WITH STAINLESS STTEEL ALL CONNECTIONS TO"" TRANSITION OF FLOW BETWEEN BAND EXISTING MANHOLES SHALL "I A..,:1 THE I,rE�IzEjTlo _ H s " ALLOWABLE ENTRANCE GRACE CHANGES INI FT Rr nl ITI FT PIPF DHA) I RF I ��: - I nr nnnrn nnln n rl I-vlF)l r ...�F ..-.- ,.: �-x."• •.:+ �i'rl.��Yfi'��� T .�-i ilf'1AA nnr> Ir/"s-r r`es°�.A n ZONE W'1 f� % Lil PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE o 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT INSTALLED - ETA, T4s - rLA¢5 A o f- n.HErE r rv_ — 'SECTION - .. LJIN- SEES:-, - ,_., _ ..-, tlt ! _) L1 —F:,L1.,ii -r?v �``, E �',/ ! tl%:w� r.. :.'.u-_,.--,., `t " SEES. -. - --- ""•. INDEX TITLE: r'a T-5ANO,TDE q� qrER:.00...iiATER �. _-# Al �Y°i.�` WE -IU°" �'"'� <3 6 10111 LESS THAN :GO VPD ='i.Z _9 'f, GRATE 3AA5f1}ei4jM DiMx�NsacrN 0 .c'l '," :w 'ZZ AA5 % $'° RiRS. Q -4i" C'C I L16C53Ei tJ MAN. CC3NC-Gt7uER Y/a' 1`41 DEPTH)4 P �E% AN51C7N ,}i71FJT"- ^f5 .._•- ' 55 RG'i0E II- _ACCCE. RQU: E E6 S,"X7HTRAP il 3r II.]CI•tCC'fdIIAA4 RY`f`C`CC dYYf 4'1fC 11CT nef �A,x I seow� AL larca"cT-t F-WAr Is REQUIRED IF THE LIMITS OF PE CSTFNAN ��. 7 %T Y T SECTION I3 -B S PTf ROUTE IN EXTEND BEYOND EXISTING OR PROPOSED VDOT TRUX:"-:`,TE !/CttE TYPICAL 3E' I I`v _SEES_. EXPANSION JOINT A - W }'�CaFIP-a�F WAY- i- m ll� -•= '-=-"''- ., EE ,HEET .TF ', „_.- , +n P" DIAMETER14PLBIii T 10 6C LUSYFTRIX) C7N _ NOTES; tJR 'SED SPA.OE, I 0 of A FCR ..ElAt, 18 METER 80X lt� � I � PEi�5TR1AN �� ROUTES ���®E A cs>WTIwI.€cu5 LPr1i.1B5TRI➢CTED; n PkiO, i4 PLAIN BILLET STEEL 6AF. 51L1EYIALK�.- CAST IRON LID" �r.�� Mas/FT :ASTIA A4 -TSIs. ��ADE so) �. sE=d GENEh"A,L NOTES -PRECAST' FOR �ti6DITIt7 Nid� pETATi,s. a',>:. Ma;„. �s CC t� RETECTABiE WARM "FI iVr.2') TALE. €am AND :MLP KSISTANT PATH CONNECTING ALL ACCESSIBLE � - - 12 a'” X .^.-°fz'° %'%" `r `:,. RSINC,.E LNIT-TE COVER AiNA'154 ATE ARE TO BE E DiWNSgONS OF GRATE. FARE ....a-'� - L � NF I' USED ELEMENTS PEDESTRIATY THAT CAN BE NS, OF ACCESS ROUTE E 1S. ADUJ NT�TO 33ACK OF 'O CD ' TFRE.D AND 37=t %1 '< -n9:i:h"aK. T E X 2 (GRATE A) OR 3 '% 2 .'.•. LAW L GF LR,B-., 't 'TRATE A r ° YYF! D -�. m1'1 a=� _ SEES .. . ._SEES_ �^'€� d F.R7Hi`8'. lA4N:AJ wr�iTH $IMOULT,} RE - WEICi` ,J \ SGP. AE. E#r,.,, .w,,.::,.:.:_,:. .. S. °�-, ILLJ FLAT VIEW LIMITS OF ce-Is 1 t . \ r 3~ DIMENSIONS NSIO SHOWN tRE MINIMUM, ACTUAL DIMENSIONS GUTTER -- E*ANSIav JOINT' W IT PEDESTRIAN ACCESS ROUTES � ARE BEING PROvi o, A s uA u S; r r ,. A,erJL a �r '` 2^ 4. GRATE .A 15 TO BE UJILVED IN LCIGA7ON15 NOT NdTES: ",FITS = all . � STTfJr} SNEAK L2' x i" % $» NORMALLY EUB IECT TO TRAFFIC. MAIN ROADWAY - �..... 1 SIDEWALK IS REQUIRED WITH WAY, 2x CROSS SE1::TIO�! �-A � Y r 'I r k ,� IxAv L .�RseoAveRs 1'x�c+aHTcr � POURED ,LrTP -i ENMI L+LE R.,... _ _" I! +: = .- _yam- {}R 8Y U51NG F°E 1,S.-:JF?LE CC1NaT R1.6GTkOn, ,ii}tMT WITH 1'7EQ-UIRED BARS, ,,. ff "CINT .., SECTION A -A CONNEQ 5- CRATE 9 15 TO BE ITT°LIZIO IN LOCA71ON5 --- - _ _ w _ T4'1`E t-PRcP75Eu' apEwALIL Ica FE CCAs A3 CONCRETE ,LLT WITXd ENTRANCE a um. DETAIL J'� NL)RMdALLY SUE3,;�CT Tfi, TRAFFIC. �L WITH BUFFER STRIP DETALS LTE CONCRETE COVER AND GRATE A �. BE ACCEP ELE IF APR ANCHORING BR' T AtENGI IRON WILL HALF FLAN HE 14GGEP DOLE €F fi PFI IWEf) 6 THE EhIGIN€Ef?, 3, REQUIRED BARS MTBE TCS HE NO. 5118" F`.AC:E© i' CENTER TO CENTER l� SECTION {J -E3 T COLLAR ARE Ta 6E CAL1ftJJCZED AFTER Ass Aj cOrAc. O-DEPTHI) OF WALXl 6a11NIMAIMI CRATE AND CMT• FACE of cliPas 2' tt' GPIATE FAiTRICI.TIGS; T, I r- CCNJ TE COVER 112,._MI HGTE.' SEES--. _ F.r.R uE'rE4.^L CVRTLs ;,ts THE DETEGTd-BLE Mk:�FJtiI.'tr ,CFFAfE:EEE SHEET IGF ;.. 412" A 2v N?JRM1AA5. GUTTER -a _ kL AND DIMENSIONS NOT SHOWN' ARE: THE SS:€5hE k% n EDGE BAA b..)OINTS BETWEEN C NCRETF DOVER, AND gUTTER5 ' `" . - , a .. a � " °i .. - �' t �' `=' � $. S AN[1AR9i�GG-�jl, � W THIS Gf`,Iril TO BE :3FEl F E+PJ]TR`uGTIaN rHJt7 INCORPJR•0.T E5 a9°ICIER SIOE'N�+LK_ LANDING t a 9 IJ a }{ 2V ,x BEp�RINIC iWHEN REQUIRED) ARE TO BE DOWELED. KEYED, OR ' E.. Q, . t,:. , p n'.�.' �� � X3'0 < » l - 14E RE JIRELD AT POP :JF LURK RAMP. M, llh_it CLRB R,*Ai= LEN TH 8 FEET FOR NEN OAR SI ry TN Tlc:tJ. I ( qq qq55 yy ry µ y ry p p °� e 8 p g a �":° S. AS THE NEEEED A- SES`. ®E AF+U_IETTi TO TJTI6E � 1� I�.LEA OARS; 02 RE<),D-) n,!TI M,+'< ')%4/.JT o"€-�t�iv�4..,.! Ti"F)"rti, �� 4 o G u a 3 A"% S CONCRETE SHALL BE 4DOO PSI M INTI L'Mi " 8 AGGREGATE SASE R ENITFCArRG6 STANDARDS Z Z `. .. STEEL SHALL BE IN ACCORDANCE WITH T A€ C SPS 2€ 8 _ STANDARD 15 TO B€ ADAJSPED TO HATCH THE EXTENSION _ u NT LCONFIGURATION- 6" ®,1„ C C' fl "Ida. � s � S 'v' A. s SC7..IA E: LIN:, ,f.'. a 4 i)UAhE Lrl'',^l;l°.;: P� 'aFz ` �ETi'YEEPi - "- , 6 R,iti . �tAHkE>Ik USED � - � � GC,flB FACE LAM THIS SECTION MOUNTABLE £ CURB AREA QljTS9 9F , s.... Ai A TT)E ::F r _-. FS S T3'P.) TT GftATf '� ARE Ti? BE Ii+tST,N..P.E S0 THEY WILL BE SECTIC}i -. 7°SEE STANDARD CG -12 FOR DETECTABLE WARNMiG DETAILS, -A TRA'VELWAt H J_L TR VELW -T 5H.41L ('{ i)LICNED PARALLEL TO THE DITCH FLOW. BE ARG' (.SEL' WTTHLA HE "i VE,E WITHIN2.'-1 y ' PARTIAL SECTION V"D %' $" OARS O t2" G -C 6„ ). THE VAYKE E THE U R2E T7 SEc 5T �Ni74RD E]I'7, iA 7B FUR DETPJtS aF C3L€TTER, zr7 ICJ I CROSut'<,.l-, A.'EA.-,, CR ..SaaALK . aE,:-, �, 3,-4" GRATE ... METM(1D fJ PLACEMEAi7..1+T.T£RNATE METHOQS OF PERId[5 t.£ caN'STfltmcTlcxa JOINT ti U3 D '+, y- 'f 'I/ '. - CONSTRUCTION. PERISStBLE. CONSTRUCTION JOINT � - c� e 1. x � 'R" f A 211' " .EDGE TIM PIPE SLOT �- t< ud s �EAw�::r v it Cln'* ECTOEi i REQ'G 3 T l MAFaMa MI 1 `~ co€IcT G�PwER BROOKS i `�� , f _ �.. 2 PLACES s ;{ ,O i.'EIR 2200 SERIES G9aMLK Cuvl MLS x =� u ICI' ILII T`fPIC:"+L PLACEMENT �I � I nn ���� TYPICAL Fcj L lI E�1E€VT � II' � � E AT ITITERSETIt�hC�C'SS'k':4L{ t c�.3.�rvt+LKTC 9'D,) .„ „' o",,_ , is°' AGGREGATE BASE a s AT INTERSECTION WITHIN PQS�4VALK �IAGuNAL PLA,'_.EMENT GRATE i� i�/� x �'Jz" ASE �'l4' Tia x�z� �€� '"4`=°nr? �Y�is �^�r��sE „° &vP�is�i� �Ta (5/8" I 'j METERS) vITHIN Ri 3NIALFC I?IAG1L FLCEt�tEhlTIN:'ITFI E IFFE 'T21P1 vVITN BJFFERTI, SECTION B'HSEsDTIiDN-( SECTIi}1J}-D IiiNOTES: SPEpF19 ATHJ17 vL PARTI SECTION C -C SPECIFICATION q S PREFERRED LOCATION PLASTIC BROOKS 2200 SERIES WITHI REFERENCE CG -1.2 DETECTABLE WARNING SURFACE COMMERCIAL RCI j�� '{'p��NC � (1) UNPAVED AREA ) n `ldT,S .�?•i,'�-.=xIC?CaE 5T 4h r::. REFERENCE 4yy �lYt�fC ti✓FA�3.. EN ! II TUYi:.,rl ,aBRID�� u ff s(,,=,• TYPE A (PERPENDICULAR) APPLICATION IRE,ISION DATE SHEET 2 [F „; T -DETAIL 7 OF LC7,�tp C�ilTli'INf"T GRATE I� Tp' 9^y PifSAA i3,1E3 BRIDGE STANDARDS I,j,J �Ilv�tvi 914L1GK TRAFFIC ANTICIPATED) 6 EXTENSION OR APPROVED EQUAL. P2E4YS,pF1 DATE SHEET 1 u i '`sf7J 'a?I`$GI!t1A yEP'Arx.7raE.v,7 IF TI'�th,r,SP-'ii'I?TZ,TI^vti- 07f PS' 2;; 5,;}Fy �CIFICA`Flak�,� VRDINIA LIE'�P.ARTMaEidT OF TRANSPDRTAT1tThi z �PEwIFICATN,}MI �}✓��� REFERENCE � ~ (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 63015—B - sREE EIaESTANDARDSTANDARD ������� TOP�NIT� OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". REFERENCE CC -12 DETECTABLE WARNING , URE ~ E ANO wRIDCE I,09 T ;,S 1015�°�' T, ,ate SFAdtUdRE2S 3ti5 TYPE A. (PEPP•ENDICULAR) APPLICATION REVISION DATEc.HEET ,T, OF 5 302 233 VIRGINIA DER,MRFMENT UF' TRANgPORTATION RKV3SION DATE S,EE:ET t OF I (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LIID. ,, VIROII'ilA DEPARTLIENT OF TRANSPORTATION -i, 1 8 CG -13 DETAIL TYPICAL METER BOXr6__�CG-12 DETAIL DI—`� _ DETAIL - ------ SP16 NOT TO SCALE -------- --- -------------------------------------- ---- SP16 NOT TO SCALE SP16 NOT TO SCALE --- -- --- SP16 T NO'I'0 SCALE CID FRAME & COVER w N NOIE t1H6N PEDESTRIAN ,`CCE4S ROUTE _SEES., ,yrrr r'§;.T ES f-. t.ME �' I : E`J171 AT. E J DOWNTOWN RACK THE CFU : LC' E H LL BE 2V FU (SEE FIG. S-1-D,E) STREET SURFACE OR z ` L; I..}.� E ( x A , r rH OF FEET Su }�('III.tC,I s, ,e.` t A STREE-T H -',M1+E LI13FAC.i•Nv GENERAL NOTES NON—PAVED AREA a AMU4, TO RE AS I L C � �Al MSI\u JE r_.`„vrAY r,EE_ ryCrE ,_,) SHOWN ON PLAN` -it vx ?. WHEN i,SE) IN-C(jNA.r CTI-fI �MTH .'TA:JOARO � I I AIDU,, TO 7E A:$ f R rr _r `" ERVED u — — — — . —�f SEES.__ .RES - < THE CURE FF CE CJ i THI,. STANDARD I.5 "TO SLOPED AREA 1� I 1l SHO Wi . ON flk,IS) QE Au, TEL TO MAX'.,H THE itOUNTA91-E CLRD CUhFIvUr22ilta'1 ., CAPACITY ne rl L t "REI FMP DE'I J TO E 1'-0" MAX 3000 PSI CONC. BASE I �'_ `_--- _ �" DEE,4AL SEG WITH THIS, ST ,Ur, n r' d SEE STS{G.",FtG CG 12 F{}t? 4:i�7 R rr r,PA RKING ntnTER1A s i` ISI EVALI w 1 V '' ``.^,. :-,'4 i NCTE 5x ./ >_ 4,-TI(;,ryaL \; ': iP,)NVAl/EU :PACE r ., E Rr �I 2 —0" BENCH SLOPED TO FLOW ;.. I r MAINLINE PANE104T 5HhLL DE OBSTRUCTED TO THE t• Y� � � >' » FLnN LINE ---- "• , "F' / ~. "``.e`„W -- __: 21W LINE tEXCEPT iWY tfUDTALE -T_ARll_(ATlQN 3 — — �-{ ---- --- - WEDG-LOK TYPE CHANNEL 1 /4 1 MIN I } �INISHes,rd I —� 1 E IRED FOR NM1IPJLI E ErdE1vT WHICH C fV GE .A I.� I'D. I i 1X,, .,,_ 1 1,,_ , --I:H OINT,.,..., v' -,�.. �..,',t, EX'..r*`d51G1:! UM TTE v E PT. n,.. RUBBER COATED STEEL �__. _ -- __ -- hr a EXPANSION r" ,7I-TH E 3 YES }� 1 #-: ' ` J' I- '?ALSIAL CUFF /R C'rt+,rFlrJitTIVaJ 13€1 H 4:)6 GLITTER STEPS OR APPROVED SHALL NOT 'E 13+3>,SEMENTEC RP0sEQ THE rfw LINE I { -,.o �, -:=: r a -'r,:: rN TE 'o•�IE•TH '8 G AL AS kfAIh+LI4E ^nOrx VR;'i EXCEPT FUS. REPLACEMENT 1�_.;KF'f)SEB. .. - _-_- D EQUAL CAST IN PLACE 1 3' 0" MIN D SHD'+)`N "4 TYPICAL tiEOTIDN, A �Jr 1 PLAN VIEW ENTRANCE NOTES PRECAST REINFORCED WHEN THE FINTRANCE RADII C,%NN€}T AcCUIMUmATE THE c i i BRANCH"'TtrAeC REI':JIFEMENT OF A n I A.T.ED HEAVY TRU CKCONCRETE SECTIONS 12" MIN 'rNJLIPE k}DJAf ��LrfF� TRAFFIC, THEDEPTHFFO£I Y'L'UFE RAMPS RING SEALS 4 16" MAX G'?1R4L,uLIC CURVE iENTPANCE WITHIN I^1HEN[IISH'ULL .E Th—pLmItm INC'EASD)TM7EE Ct ECE OF PAVEMENT "It MINIMUM ELEVATION A `,�,. , Q r:. ,, „'t „a E rHx;J E _ _ ._,S} N, ,LAMS AIRE 10 ADI ATE ,NETS L ,,3TFAJCTIOH OF A FL w » n•,. r , _.:,.., U TI�F,3'L FL:7tl UTMIE.._._. ....--' . � ,..:.....�.© EE - DIFFERENCE ACROSS M.H. 5 4'- 0" 5',le o N.'`-INLIrrE RO,d:W?Y - - - - ,... )+F„rE 7] LINE I NE -OrEJ rJ PROVIDE G:,ITit<E RAItJH:;E F Ct•3<S ONLI. OUTLET -- _ :i 9ta evix AS. — 7 THE ENTRANCE, CE AND TARIMfU EhT MC.E GRADE. CHA wE FROM INLET TO p „_t ,x;:, GRADE CHANGE - "L7" XRE LISTED R THE ALLOWABLE ENTP,NCIE GRAPE n NOT A TAALE THESE VALUES. AR, E?i''LICARLE TO sTl{BET SHALL BE 0.20 FEET. 2 Io,aS- VAR I ES d i' h1I2N, DEPTH OF FLOW CONCRETE c n)AERCIAL ENTRANCE INTERSECTION MOTES F•�--i FILLETS MOUNT I q, P4i- CHANNEL TO BE „ Q&TK7ti% P WHEN' IS LSE7 FOR STREET v'.hE 71DCS.THE 3/4 DIAMETER QF ® `UN T.JCT GRAZE CHAACE, '.41TH A r?F;, OLIO CLS'bE. .)Nti[ TION ,LUST €}E r E Ii;NEI lri G9R}� E WITH PENALTY 1 J1 -� AA`HTO RtTLI{'+ AN, THE AP LIC' FILE RET't IRE.VENT-3 CONTRIBUTING _ 5vf4, :F THE VDOT RAD DESIGN MANUAL, I)ICLUOIV. ST.OPPINC, --- --_�- e " SECTION A - A jI;;H7 ,I,aT,N`r,.E hJ;3 K L'ALLE kE341REk, E'•17'a-. � W 'd d. :`'#:. $100 W $ 5 O' Fn. W SEWER. d n. NOTE: s e _ 4r>t =,`s. , g rF,Tlul-aL FLi}14LIVE ',aAf ?.EU111 tE nARPIhO c,*F A Q .d. ' 12" FLEXIBLE CONINECITION F s" ORTICN OF c,JTTE T4 F'RO,IGE POSITIVE D,?a.INtCE - Z A FILLETED INVERT FOR A SMOOTH WITH STAINLESS STTEEL ALL CONNECTIONS TO"" TRANSITION OF FLOW BETWEEN BAND EXISTING MANHOLES SHALL "I A..,:1 THE I,rE�IzEjTlo _ H s " ALLOWABLE ENTRANCE GRACE CHANGES INI FT Rr nl ITI FT PIPF DHA) I RF I ��: - I nr nnnrn nnln n rl I-vlF)l r ...�F ..-.- ,.: �-x."• •.:+ �i'rl.��Yfi'��� T .�-i ilf'1AA nnr> Ir/"s-r r`es°�.A n ZONE W'1 f� % Lil PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE o 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT INSTALLED - ETA, T4s - rLA¢5 A o f- n.HErE r rv_ — 'SECTION - .. --_.- -__--- -- - GRADE CHI•FIGE ENTRANCE CUL^'ME O' MAXIMUIh " SEES. -. - --- ""•. INDEX TITLE: r'a wwH T�,; E THAN !!JQ0 Vr Ox sr. WE -IU°" �'"'� <3 6 10111 LESS THAN :GO VPD ='i.Z _9 'f, SPECIFICALLY DETERMINED BY THE CONSULTANT I -OK I HE SUIL CONDITIONS. IONS. ; 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE I ac'rE A LDw.BLE E rrdcE GRADE TABLE Is NOT .APPLICA3LE TO STREET f'M�INNjFCTI'v, ,I EI:IFI.,rlu,<d ACCESSIBLE V t 6 EXTENDED OR NON -EXTENDED BASES. METHOD OF TREATMENT A 14,' Ig REFEt?Eh:GE ROAD 9RIE)4E STi IvC>4<U 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED �Oz (CONNECTION FOR 'STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REAFic}ra LATEHEET ; GF § INSIDE AND OUT. -T; ,VI�RCINIA DEP4RTMENT OF TRAI PORTATION Qw? 1=, i .:3,04 MAXOOLEITK BRANCI� TIE —IN DETAIL _ Q Bicycle Rack Detail SHEET No: -- -- --------- -- ------ 16 of 17 11 C G —11 1 ADA PARKING SIGN DETAIL SP16 NOT TO SCALE <''�' SP16 NOT TO SCALE — NOT TO SCALE SP16 NOT TO SCALE P16 DATE: 07/12/17 NI 'VA.TEh,`.I.AL C K Y F N D A TI v M TE I A L ATI 0 (_1 F o, INIIMAL SA.^X FILL 8 'S, T 1..41E 11 f INITIAL 5 I ri `iNl 141N IL ­__ 1, , I F - 8"., 'rl 8 TC' N E AN JLAR FILL AS ' A R w z ST _'LE IIL R 1%1 CTE N ,HALL ,,EE ALLOWL" IT H I e F THE vv',eTER LINE a. 9 LARTHAA N e0,1Y DEvIll"E","SION 'HALL -��E ':DER A'50 E THE I T IA L Eff CK FILL, h I I i �,j i _�`,e� - �, CTE' IN 1-3 LIFTS. - 2 -H- LL HE PLACE! A ITHE I N I T1,4,, L �_iA�.*FILL 5 A 11 - _11t 4-1,` 0" F RC EN MA TE R I A L 0 C", E F3P IS '34- H A L L 8E A L L fL)i �OE D _3 INTHE T E N`H :SELL H='ILE' -'.-,,'HALL 91E 4 '0"T IN ALL TILE IL Iw ,,,SATE` J PIPE IrS,,Tr`-FLLATl0,'\I = B E D D I i"J''O, TS CONCRETE THRUST BLOCK DETAIL NOT TO SCALE SLOF"EF-) AREr". 2 !Y, Mp j If ��x FRAME CC;VER SEE Fl(., S -I -D, 7 aTi EET SURFA`CE ON NON-PAVEQ AREA RUPRER C 0 A llSTEEL STI?,PS c')% ­':T IN PLACE C'AST PEINF0R"ED IN),NCRETI: PrRE SSECITIONS, WTH I'D" RING SEALS 3 NIIN /THE )ROP CO J lE TIJISHALL HE CTILE IRON' PIPE (r'LASS '0), Z. ACKFILLFD IN 6 " LAXERS AIN 0, CVFACTED BY HAND TAMPERS OIR �COMPAC-7INC 3ACKRILLED '�AFELF- `ITH 12" JF_ iA' x :ZZ--- S T NE IN DIFFE ENC'�E NIINIVUIvl ELEV,";TI C 4\ 1 2 "tO IN 12"NIIN ArCF053S Vi.H, FROV, INLET TO V, A 1I E-GUTLET SHALL BE 0,20 FEET A A FILLETED INVE, T FOR, A S4,100TH TRAONSITION OF FLOW 3ETV?EEW 2�- OUS 'LET PIPE HALL BE INLET PR',!,')'v'I IJ ED - 12" lDt. v RGEST 3/4 DIA OF LA; t_ C PIPE Nv* IMANHOLE `E DIN" 'AlITH Nfl �5,8 ST - ,,E N1 I N11, 6 6 v I,1; :STE5. j':-' REQUIREMENT'- �_�,HQVVN ARE NINMU1,14 �AVNLI SHALL LSE 1, THI'MIE' SF'ECIFIUALLY UETEHIVI`NELJ HY THE G0'4,3lJLTA;'lll;T FOR THE SOIL CONOITI,134,45 2. THE C-'Cj'N'5(JLTANT '.,HALL FjETER1vlII`,JE "NHIETHER MAAHOLE'51HALL HAVE EXTEI%,DPF' ,01-1. ON - EXTENDED BASES, 3. ALL ju"IINTS, LIFT HOLES, INLETS, 0"-ITLETI-2 TO BE SEALED -Sk C R0 'U`= �, I 'SIDE Al']D` CDIJT z SPECIAL CONSIDER,,k_fICN SHA1_1_ BE (31'VEN FOR ENTR'kNCE DE - SIGN ON SEWERS "NITH STEER 'SLOPES, ("' ON �" I TYF'I(_,`AL l%v'lANH()LE '*'ITH DR0 P [ j E C T I -DROP CONNE__CTION MANHOLE DETAIL NOT TO SCALE NJA 2JrL,QACE 3/4' U-4LE 7T,`E ll'0ljPLJWj EN -AL 25R Q_H 0-M A.TrA�HED 5WAIME FAIIILY TMEHWL 5M�Y]M'l R �';iJAL �'EWENIAL IL - p !j�AQN P� VALE PFIE lC0jPLJr4 ; RD`,EO EP sAL _-E AALL HE UQF_� Ot, PW� FIRE NOTE IRO,� F;x,�mE C6 DETALHEQ 'zINULL ELNILf rTTLTI F "ACT pl"lcVlDm. TYPI r L LATER, L INSTALL.4-JIU-, i`,; T_; FIG, W -6A, TYPICAL SERVICE LATERAL INSTALLATION NOT TO F v S., C R, A E THE "rITTOF THE TREt,,':CH. lR.EM0`,E ALL %El� _j v� T'_ TO IN'L RE THE PT E Dl,.`_E`SNl.l'T fiEST �)hl �'K At 1, THEN C',,,_3A,­PPl'_'T THE f. IL C-` , Pf""'T",E A 4 (E ED"F) I N C' _f V "C",8 A.;N,-_') ,NSD ALL 'J'lTC)NE`:, "E� "VEl' z-,3 4_1 i", A T 1 C4'�- F v 1 P 0 C I L I I TI �()Il 4['l Jf`NHERE �RCIGK IS ENf`l',__�IJNTE Efl) R -IN' HALL HE 11 f INITIAL 5 I ri `iNl 141N IL ­__ 1, , I F - 8"., 'rl 8 TC' N E AN JLAR FILL AS ' A R w z ST _'LE IIL R 1%1 CTE N ,HALL ,,EE ALLOWL" IT H I e F THE vv',eTER LINE a. 9 LARTHAA N e0,1Y DEvIll"E","SION 'HALL -��E ':DER A'50 E THE I T IA L Eff CK FILL, h I I i �,j i _�`,e� - �, CTE' IN 1-3 LIFTS. - 2 -H- LL HE PLACE! A ITHE I N I T1,4,, L �_iA�.*FILL 5 A 11 - _11t 4-1,` 0" F RC EN MA TE R I A L 0 C", E F3P IS '34- H A L L 8E A L L fL)i �OE D _3 INTHE T E N`H :SELL H='ILE' -'.-,,'HALL 91E 4 '0"T IN ALL TILE IL Iw ,,,SATE` J PIPE IrS,,Tr`-FLLATl0,'\I = B E D D I i"J''O, TS CONCRETE THRUST BLOCK DETAIL NOT TO SCALE SLOF"EF-) AREr". 2 !Y, Mp j If ��x FRAME CC;VER SEE Fl(., S -I -D, 7 aTi EET SURFA`CE ON NON-PAVEQ AREA RUPRER C 0 A llSTEEL STI?,PS c')% ­':T IN PLACE C'AST PEINF0R"ED IN),NCRETI: PrRE SSECITIONS, WTH I'D" RING SEALS 3 NIIN /THE )ROP CO J lE TIJISHALL HE CTILE IRON' PIPE (r'LASS '0), Z. ACKFILLFD IN 6 " LAXERS AIN 0, CVFACTED BY HAND TAMPERS OIR �COMPAC-7INC 3ACKRILLED '�AFELF- `ITH 12" JF_ iA' x :ZZ--- S T NE IN DIFFE ENC'�E NIINIVUIvl ELEV,";TI C 4\ 1 2 "tO IN 12"NIIN ArCF053S Vi.H, FROV, INLET TO V, A 1I E-GUTLET SHALL BE 0,20 FEET A A FILLETED INVE, T FOR, A S4,100TH TRAONSITION OF FLOW 3ETV?EEW 2�- OUS 'LET PIPE HALL BE INLET PR',!,')'v'I IJ ED - 12" lDt. v RGEST 3/4 DIA OF LA; t_ C PIPE Nv* IMANHOLE `E DIN" 'AlITH Nfl �5,8 ST - ,,E N1 I N11, 6 6 v I,1; :STE5. j':-' REQUIREMENT'- �_�,HQVVN ARE NINMU1,14 �AVNLI SHALL LSE 1, THI'MIE' SF'ECIFIUALLY UETEHIVI`NELJ HY THE G0'4,3lJLTA;'lll;T FOR THE SOIL CONOITI,134,45 2. THE C-'Cj'N'5(JLTANT '.,HALL FjETER1vlII`,JE "NHIETHER MAAHOLE'51HALL HAVE EXTEI%,DPF' ,01-1. ON - EXTENDED BASES, 3. ALL ju"IINTS, LIFT HOLES, INLETS, 0"-ITLETI-2 TO BE SEALED -Sk C R0 'U`= �, I 'SIDE Al']D` CDIJT z SPECIAL CONSIDER,,k_fICN SHA1_1_ BE (31'VEN FOR ENTR'kNCE DE - SIGN ON SEWERS "NITH STEER 'SLOPES, ("' ON �" I TYF'I(_,`AL l%v'lANH()LE '*'ITH DR0 P [ j E C T I -DROP CONNE__CTION MANHOLE DETAIL NOT TO SCALE NJA 2JrL,QACE 3/4' U-4LE 7T,`E ll'0ljPLJWj EN -AL 25R Q_H 0-M A.TrA�HED 5WAIME FAIIILY TMEHWL 5M�Y]M'l R �';iJAL �'EWENIAL IL - p !j�AQN P� VALE PFIE lC0jPLJr4 ; RD`,EO EP sAL _-E AALL HE UQF_� Ot, PW� FIRE NOTE IRO,� F;x,�mE C6 DETALHEQ 'zINULL ELNILf rTTLTI F "ACT pl"lcVlDm. TYPI r L LATER, L INSTALL.4-JIU-, i`,; T_; FIG, W -6A, TYPICAL SERVICE LATERAL INSTALLATION NOT TO PROFILE 6' BEEDD,,',15 14'ETH �4171. STONE 1 HEIGM OF IflE VERTICALDROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2.,' FEET: -2 6 P ITHE INCOMING PIPE AND CONNECTED TO 2. VERT ICAL DROP NPE SHALL BE SDR - V,C, SILEDTHE SAME AS THE DROP FITTING ITING WITH STANDARD GASKE T JOINT: 3- VERTICAL DROP PIPE SHALL BE STRAPPED TO TIDE MANHOLE AT PIPE JOATS- STRAPS SHALL BE MADE OF STAINLESS STEEL 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROMI.DROP CONNECTION'DISCHARGI: PONT TO SPRINGLINE OF MANHOIE INVERT. 5 SHA a . DROP C ON NE CT i(l N D I'SC, HA RG E F I T F1NG I -L BE. ORIENIED AT 45 DEGREES, INTO THE FLOW, 6- VERTICAL DROP PIPE. SHALL BE INSTALLED AT _q0 DEGREES FROM THE ACCESS STEPS.. 7- UIREDFORA SINGLE 10`° OR 12"' MAMETERDROPCONNECTION, OR MINIMUM 72" DIAMETER MANHOLE REQ'i IWO r,91AMETER DROP CONNECEONS. STANDARD INTERNAL DROP CONNECTION N,T,b, FIIG_ �S'l- I -C 2 INTERNAL DROP INLET MANHOLE NOT TO SCALE k','ALv%-vd7Eri iMPIE, P,,,Y'�J'44TH CAPPED" F'ly'F,`3 PAIT'ITED 711LJE IN RFNP IOTE AREu..`,,; 0 AS ",�IRRECTED,, NIARKER, LGOATION M",Y F31E SUBJECT TO HIjHY9,!:4Y DEPA`'TN41UNT L. Vj/ LID _VE 11,101TE VNI, R&,10TE AiREA, VALVE [3,0',xES, S'HALL E'X.TEN!"l SFI( (6-11 INCHE-. Al-JuVE FIG_ W -b TYPICAL GATE VALVE NOT TO SCALE REVAIN'11,1'­ H2,'_*FILL HALL 0T r'C'NTS IN CK MATERIAL L'-`RC_,,ER TH--',..N 5 IaNll A r%; Y 15 J .1Kli I 'Ni I M E I-, "d C) N' 21 4 t E 1 r, `KFILL4' -INTI L B 8' hIN LIFT-'_`.,'; EMEB;E:_)f, ENT THOR01 OHLY C 0,P. 4, C T E C") yR HA N:.` PP VE -F LINE IF 11 - NICAL T -A ­fl ER "IRE M'E H A,o OF F CHI?; - HA;I NPI B EL, I k! G 6" rlslr. FOUNiD,All ON (t. -,HALL BE F` E(,\cU If,!ij EN - El �NH'OIL APE LL PIPE� N() TE J al L 0�`Ei',,! CUTS' FNII PAvEl" A.F�EAS �MTHII% N11TE, MIN. 60" DIAMETER MA'NHOLE V�'WT R'I­HT-0E-'l,i'Ay SHALL ',3E BAt' KFILLE f__` E"ITIRELY IiNITH IJ -_`I, 21A S T ON' E. EW IRED. R 0 OF TH E R PkK -S CR E SEE T.- H S HAi LL LE A.;N,-_') ,NSD ALL 'J'lTC)NE`:, "E� "VEl' "R A 4" BEDDIPX. (')F Pt'l s3TONE SH4"LL HE D E E)s' Jf`NHERE �RCIGK IS ENf`l',__�IJNTE Efl) R PIPE HALL HE N INSTALLED 0 A TREIP MANHOLE FVC ZRUSS, lv 0 USE APPROVED FLEXIBLE RUBBE.R. BOOT, o 4/1 STo A7 -F)ROF PIPE IF E STRe;PS A (STADLESC STEEL,'l SPNCED EVERY �e' VEP�Tl!�ALLY 9 0' ,.EST A 1IN E D W N1.. 5ENWER INFLUENT i. WEI 4 _'MAIN 4 M. � Ir M _V S E#U� PIPE SLAP: PROFILE 6' BEEDD,,',15 14'ETH �4171. STONE 1 HEIGM OF IflE VERTICALDROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2.,' FEET: -2 6 P ITHE INCOMING PIPE AND CONNECTED TO 2. VERT ICAL DROP NPE SHALL BE SDR - V,C, SILEDTHE SAME AS THE DROP FITTING ITING WITH STANDARD GASKE T JOINT: 3- VERTICAL DROP PIPE SHALL BE STRAPPED TO TIDE MANHOLE AT PIPE JOATS- STRAPS SHALL BE MADE OF STAINLESS STEEL 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROMI.DROP CONNECTION'DISCHARGI: PONT TO SPRINGLINE OF MANHOIE INVERT. 5 SHA a . DROP C ON NE CT i(l N D I'SC, HA RG E F I T F1NG I -L BE. ORIENIED AT 45 DEGREES, INTO THE FLOW, 6- VERTICAL DROP PIPE. SHALL BE INSTALLED AT _q0 DEGREES FROM THE ACCESS STEPS.. 7- UIREDFORA SINGLE 10`° OR 12"' MAMETERDROPCONNECTION, OR MINIMUM 72" DIAMETER MANHOLE REQ'i IWO r,91AMETER DROP CONNECEONS. STANDARD INTERNAL DROP CONNECTION N,T,b, FIIG_ �S'l- I -C 2 INTERNAL DROP INLET MANHOLE NOT TO SCALE k','ALv%-vd7Eri iMPIE, P,,,Y'�J'44TH CAPPED" F'ly'F,`3 PAIT'ITED 711LJE IN RFNP IOTE AREu..`,,; 0 AS ",�IRRECTED,, NIARKER, LGOATION M",Y F31E SUBJECT TO HIjHY9,!:4Y DEPA`'TN41UNT L. Vj/ LID _VE 11,101TE VNI, R&,10TE AiREA, VALVE [3,0',xES, S'HALL E'X.TEN!"l SFI( (6-11 INCHE-. Al-JuVE FIG_ W -b TYPICAL GATE VALVE NOT TO SCALE REVAIN'11,1'­ H2,'_*FILL HALL 0T r'C'NTS IN CK MATERIAL L'-`RC_,,ER TH--',..N 5 IaNll A r%; Y 15 J .1Kli I 'Ni I M E I-, "d C) N' 21 4 t E 1 r, `KFILL4' -INTI L B 8' hIN LIFT-'_`.,'; EMEB;E:_)f, ENT THOR01 OHLY C 0,P. 4, C T E C") yR HA N:.` PP VE -F LINE IF 11 - NICAL T -A ­fl ER "IRE M'E H A,o OF F CHI?; - HA;I NPI B EL, I k! G 6" rlslr. FOUNiD,All ON (t. -,HALL BE F` E(,\cU If,!ij EN - El �NH'OIL APE LL PIPE� N() TE J al L 0�`Ei',,! CUTS' FNII PAvEl" A.F�EAS �MTHII% - V�'WT R'I­HT-0E-'l,i'Ay SHALL ',3E BAt' KFILLE f__` E"ITIRELY IiNITH IJ -_`I, 21A S T ON' E. V 2, Fl 1! Di.iCTILE If PIPE THE [A"'TTOM '0' OF TH E R PkK -S CR E SEE T.- H S HAi LL LE A.;N,-_') ,NSD ALL 'J'lTC)NE`:, "E� "VEl' "R A 4" BEDDIPX. (')F Pt'l s3TONE SH4"LL HE D E E)s' Jf`NHERE �RCIGK IS ENf`l',__�IJNTE Efl) R PIPE HALL HE N INSTALLED 0 A '-'JF N, E3, ST -ONE T I "'A L __`E `v"1,tE I PE N H TALLATIQ`N T","ENC." N T'S -SANITARY SEWER INSTALLATION DETAIL NOT To SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. BEDDING 8 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION - 4't ml INITIAL BACKFILL UNSTABLE 8" 8" _8 8" MIN SOIL MIN. MIN. MIK 0 #68 STONE GRANULAR FILL AS APPROVED BY ACSA m X -STABLE SOIL OF' ROCK�l Z"STABLE SOIL OR ROC NOTE I.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. MI MIN. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NOT TO SCALE _2410 CNI"IN HUI �p luu C E T E u� 1 LCL lU%l'_'k' A,GAIWA STkULIE will D 15, TiJ I -� U Ea STEEL PILE RES-IT"41INE' ,;=91NT FI1TIr-jC`:' `bHEN THE DDIL 13 DISTUR�'EFl CIR WHE,, A Wfl);`-R,4,�lT F ` LOK'AJEF! IN A FILL, Ik Arl',�ITION j R ETE �7;IE PI Z PC' P7 3 C`,i�" LIE SHALL TJ flNi- -N', A EL 8, E U E3 AS A -D. rnC,-,NAL S6i-�PORT. TEE NCITE UR,`OUNDI WEEP' H,31LES WITH :=F -;A -VEL ANs KEE'� FREEQF C`Q�%,,L.VETE, 11 2 MAIN'TAIN" IA 3 '/'2' MR, CCINER FRC V THE All 7G THE FIRE I-II'MRANT liN"LhJP--jZi DIT"HE" 3, F1'.11,411SHEL) 'L',kAJDE SHALL 5LOFE AWAY FR,;J,.,V THE FIR.E HYL','RAN47 VA.LVE , OX _FE VA11Z P73 A.LL'-';4'iEf_ V,2' 0HOU'LE,ER GEHIl"ND THE Al THE G', A SIT H- IT 13 NDT ALL;'_', -*EL! IN THE!'ITC"fl. FIFE H"(111R.A1aT1 SH)ALL '2E Vl�TALLEIJ AT LCjCA_fl&%l'S 'AHERE %EEP HOLE.i kRE AJW_T,�E THE P, E',;AlLI,`4.'_,' C7,­Z)UW_'uNATE.5i ELE"'; IF REI.-JIRE!D TC,, -51E IN VET ARE,-, , THE VoEEF W-LE5 SHALL a1E THE HYZDIRA��J 11 ,LL BE -`P'1)KlEr _DRY, PLL(3�3ED A-1.`: T%-(� I ,-A L FIRE HYE,!,F,"ANT Nl. T, F[-. VY -4 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL IN 0, z, 0 4 MICHAEL F. MYERS Lie. No. 33028 07/12/17 C5 9NAL comms