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HomeMy WebLinkAboutSDP201700042 Plan - Approved Final Site Plan and Comps. 2018-07-161404 r I - - Iwoum M_ ___ I V LIUM I imm , a M U UTILITY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: GENERAL CONSTRUCTION NOTES: Up* ARV - AIR RELEASE VALVE MH -MANHOLE OWNER ��4$ +' Dj+p 1. The lana ronin authority must be notified one week prior to the re -construction P pP 9 Y P P 1. Prior to an construction within an existing public right-of-way, includin connection to an Y Y 9 P9 Y BOA -BLOW OFF ASSEMBLY CO -CLEANOUT PVC -POLYVINYL CHLORIDE RIM -RIM ELEVATION STCVILLE HOTEL INC r A o ��' �. conference, one week prior to the commencement of land disturbing activity, and one week existing road, a permit shall be obtained from the Virginia Department of Transportation CTV -CABLE TELEVISION SAN - SANITARY 1005 BULLARD COURT STE 101 . prior to the final inspection. (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where DI - DROP INLET SCC - STORMWATER CONVEYANCE CHANNEL RALEIGH NC, 27615 2. All erosion and sediment control measures will be constructed and maintained accordingto an discrepancies occur the requirements of the permit shall govern. y p q p g DIP - DUCTILE IRON PIPE SD -STORM Jimmy L. TNo.aggart �'�° minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook p 9 2. All materials and construction methods shall conform to current specifications and standards ELEC -ELECTRIC FH - FIRE HYDRANT STR -DRAINAGE STRUCTURE TSV TAPPING 41 �� z2s41 w�' and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. of VDOT unless otherwise noted. FM -FORCE MAIN - SLEEVE & VALVE UP - UTILITY POLE DEVELOPER: o�, 06/25/18 ,� ��s ��� IoxeL 3. All erosion and sediment control measures are to be placed prior to or as the first. step in 3. Erosion and siltation control measures shall be provided in accordance with the roved p PP F&C -FRAME AND COVER WL - WATER LINE DALY SEVEN clearing. erosion control plan and shall be installed prior to any clearing, grading or other construction. F&G -FRAME AND GRATE WM - WATER METER 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. GT -GREASE TRAP WV - WATER VALVE 1420 LEE JACKSON HIGHWAY all times. 5. The maximum allowable sloe is 2:1 horizontal: vertical). Where reasonablyobtainable, lesser p { } GV -GATE VALVE HDPE HIGH DENSITY POLYETHYLENE 6"V - 6" VALVE LYNCHBURG, VA 24503 5. Prior to commencingland disturbing activities in areas other than indicated on these plans 9 P slopes of 3:1 or better are to be achieved. INV -INVERT I (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the o rl- LEGAL REFERENCE &SOURCE OF TITLE: DEED BOOK 3551 PAGE 164 supplementary erosion control plan to the owner for review and approval by the plan approving County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. It authority. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control GENERAL SITE AREA: 3.73 AC 6. The contractor is responsible for installation of any additional erosion control measures I M Devices. necessary to prevent erosion and sedimentation as determined by the plan approving authority. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 111. ABAN - ABANDON(ED) MAX - MAXIMUM 7. All disturbed areas are to drain to approved sediment control measures at all times during 9. All excavation for underground pipe installation must comply with OSHA Standards for the ADJ - ADJOINER MIN - MINIMUM MAGISTERIAL DISTRICT: RIO land disturbing activities and during site development until final stabilization is achieved. Construction Industry (29 CFR Part 1926). AHD -AHEAD MON - MONUMENT CONCRETE 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 GENERAL CONSTRUCTION NOTES FOR STREETS: APPRX - APPROXIMATE BC -BACK OF CURB NIC - NOT IN CONTRACT NTS - NO7 TO SCALE SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING & DESIGN 07/01/16 producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the BF - BASEMENT FLOOR ELEVATION BIT -BITUMINOUS OC - ON CENTER OH -OVERHEAD erosion control devices shall be made immediately. 1. Construction inspection of all proposed roads within the development will be made by the BK -BACK PE -POLYETHYLENE SOURCE OF TOPOGRAPHY: A PORTION OF THE TOPOGRAPHY SHOWN HEREON IS FROM SURVEY BY 10. All fill material to be taken from an approved, designated borrow area. 11. All materials shall be taken to an approved waste area. Earth fill shall be inert County. The contractor must notify the Department of Community Development (296-5832) 48 BM -BENCHMARK BS - BOTTOM OF SLOPE PERF -PERFORATED PROP -PROPOSED ROUDABUSH, GALE & ASSOCIATES DATED (MAY 4&5 2015) AND SUPPLEMENTED waste PP materials only, free of roots, stumps, wood, rubbish, and other debris. hours in advance of the start of construction. CB -CATCH BASIN PRVD - PROVIDED BY DOMINION ENGINEERING &DESIGN 07/01/16. THE ENGINEER HAS PERFORMED 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall CG2 -HEADER CURB PWW - PAVED WATER WAY MONTHLY SITE VISITS TO VERIFY TOPOGRAPHY SINCE JULY 2016. section 5.1.28. have CBR tests performed on the sub rade soil. Three 3 copies of the test results shall be p g {) p CG6 -CURB AND GUTTER CG12 - ACCESSIBLE CURB RAMP R - RADIUS RCP - REINFORCED CONCRETE PIPE DATUM: NAVD 1988 13. All inert materials shall be transported in compliance with section 13-301 of the Code of submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised CMP -CORRUGATED METAL PIPE REM -REMOVE Albemarle. to the pavement design shall be made by the design engineer and submitted with the test results for approval. CDNC -CONCRETE CY -CUBIC YARDS REQD - REQUIRED RET - RETAIN THE AREA SHOWN HEREON IS LOCATED 1N ZONE "X" AREA DETERMINED TO BE OUTSIDE TH 0.2% ANNUAL 14. Borrow, fill or waste activityinvolvingindustrial-type ower equipment shall be limited P hours of 7: 00am to 9: 00pm. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within g p p g p g Y DIA - DIAMETER RT -RIGHT CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral y easements prior to acceptance by the County. All drainage outfall easements are to be EL -ELEVATION ELEV - ELEVATION R/W - RIGHT OF WAY THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVAi10N STUDY HAS BEN PERFORMED AS A PORTION OF THIS PROJECT. support, or order to minimize an hazard to persons, physical damage to adjacent land and pp y p g � extended to a boundary line or a natural watercourse. ES -END sECTION R&D - REMOVE AND DISPOSE R&R -REMOVE &RESET improvements, and damage to any public street because of slides, sinking, or collapse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will EW -END WALL SD - SIGHT DISTANCE WATERSHED: MEADOW CREEK 16. The developer shall reserve the right to install, maintain, remove or convert to permanent be field verified at the time of construction. Additional guardrail may be required at locations EX -EXISTING SQ -SQUARE stormwater management facilities where applicable all erosion control measures required b this 9 PP q Y not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. EXIST - EXISTING FDN - FOUNDATION STA - STATION SW - SIDEWALK plan regardless of the sale of any lot, unit, building or other portion of the property. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement FF -FINISHED FLOOR ELEVATION SWEL -SOLID WHITE EDGE LINE BENCHMARK(S): CHISELED SQUARE AT BACK OF WALK AT 470.95' CORNER OF SITE . 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. IF - IRON FOUND SWLL - SOLID WHITE LANE LINE lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 5. Where urban cross sections are installed, all residential driveway entrances shall conform to IS - IRON SET TBA - Tfl BE ABANDONED R e rass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May Y 9 Y P Y Y VDOT CG -9(A, B or C . ( ) LOD - LIMIT OF DISTURBANCE LF - LINEAR FEET TBR - TO BE REMOVED WATER SOURCE: EX. 8" ACSA WATERLINE ONSITE through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to LT - LEFT TC -TOP flF CURB TS - 70P OF SLOPE SEWER SERVICE: EX, 21" RWSA SANITARY SEWER MH ACROSS HILLSDALE DRIVE ±500' TO THE EAST OF THE SITE. Alternatives are subject to approval by the County erosion control inspector. VDOT standard PE -1. TYP - TYPICAL EASEMENTS EXIST TO BRING SANITARY SEWER TO SITE. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on UG -UNDERGROUND rade limestone shall be applied at 90lbs 1000sf incorporated into the to 4-6 inches of soil. 9 PP / P P the typical pavement section detail shall be strictly adhered to. VESCH - VA. E&S CONTROL HANDBOOK YDS -YARDS ' Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the MAXIMUM BUILDING HEIGHT: (5 -STORY) { - RY) 65 seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and final plat for this project expire prior to signing and recordation, then approval of these plans 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. shall be null and void. ZONING: C-1 COMMERCIAL, AIRPORT IMPACT OVERLAY, ENTRANCE CORRIDOR Alternatives are subject to approval by the County erosion control inspector. 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 BUILDING SETBACKS 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or Manual. clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, PER ZONING ORDINANCE 4.20: 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded in the opinion of the County Engineer, or designee, they are deemed necessary in order to , when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are provide safe and convenient access. es FROI�IT: MIN 10 FROM RIGHT -OF --WAY LINE OR EXTERIOR EDGE OF SIDEWALK collecting sediment to half their height must be cleaned and repaired immediately. 11. The speed limits to be posted speed Limit signs are 5 mph below the design speed, or as MAX 30 FROM RIGHT-OF-WAY OR EXTERIOR EDGE OF SIDEWALK 20, All temporary erosion and sediment control measures are to be removed within 30 days of determined by VDOT for public roads, final site stabilization, when measures are no longer needed, subject to approval by the County 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material SIDE AND REAR: STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN erosion control inspector. 21. This shalt be void if the owner does not obtain a permit within 1 year of the date of at all cut and fila transitions and rade sag points as shown on the road profiles. g g p p ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. NORMALLY A STEPBACK of 15 1S REQUIRED ABOVE THREE STORIES. plan approval. (Water Protection Ordinance section 17-204G.) 13. A video camera inspection is required for all storm sewers and culverts that are deemed HOWEVER, NO STEPBACK IS REQUIRED PER SE 201600016. inaccessible to VDOT or County inspections. The video inspection shall be conducted in . 22. Permanent vegetation shall be installed on all denuded areas within nine {9} months after the accordance with VDOT's video camera inspection procedure and with a VDOT or County date the land disturbing activity commences. {Water Protection Ordinance section 17-207B) inspector present. CURRENT USE: VACANT Aliar1 CONTRACTOR'S COORDINATION RESPONSIBILITIES GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT Q $0 1fi0 Chao 1111.1111:9r �I. � �i Oil Lr Iz'a f 'I s1. PROPOSED USE: 192 ROOM, 5 STORY HOTEL WITH 2 LEVEL STRUCTURED PARKING PLANS:1.1. arttii;<oek, ftp til-�4�: ��,441 i'i�t' Plot s eiii do as; 1. The contractor is required to obtain any/all permits required for construction of these plans. i,1. rJl.� plx��I�. . 2. Any time work is performed off-site or within an existing easement, the contractor is to 1. A!I dams and constructed fill to be within 95% of maximum dry density and 2% of I, SITE TRIP GENERATION notify the holder of said easement as to the nature of proposed work and to follow any o timum moisture content. All fill material to be a roved b a geotechnical ilift"o de ring (triitz' rig driplin-c,�` rcos t ; �i,4�`£"'''J` guidelines or standards which are associated with or referenced in the recorded easement. en ineer. A geotechnical en ineer is to be resent Burin construction of dams. g g g gI `ky'r'�'*��"'m 1.?�#JAI TOTAL ROOMS = 192 ROOMS 3. The contractor is #o check that all easements, letters of permission, etc, are p 2. Pie and riser joints are to be watertight ht within stormwater mann ement facilities. : p j g g ' �IiR ! FOR 'HOTEL USE (ITE USE CODE 310) recorded/obtained prior to the start of any construction. 3. For temporary sediment traps or basins which are to be converted to permanent1. 1.' t " ar r� it g izri s t`P t" I - AVERAGE TRIPS PER DAY - 1,327 TRIPS PER DAY 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts stormwater management facilities; conversion is not to take place until the site is .' __ ANTICIPATED TRUCK TRAFFIC < 1% OF TOTAL TRIPS exists, contact engineer for clarification and/or direction. Interpretation determined by stabilized, and permission has been obtained from the County erosion control F _. 1€ tr a ifs tai ti sit ii rtt r d stip: rrr i sir rlbi, ra iii t i rt i ifa to €iii fr . _ >rxtt €if cs r�raicars _ i _ i contractor shall be done at his/her own risk. inspector. .' : 3I08,rad1149 attil bogi € until €lae tiro rwkiA h been n sect $ atttri a� rcav�ri � � C°�ur�z tstspzcfttr. 1. ... . ,.11 PARKING REQUIREMENTS: 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed1. „ ro;`CO 9 „ : c rent,1.1.1.� REQUIRED PARKING: 192 SPACES (1 SPACE PER ROOM) work has been completed including utility poles. 1.1.1.i'Me prOMWI mitis r�l=ure� sir: o r v Nvecl.witli {.I)Wtawron site. 11 11 PROVIDED PARKING: 192 PARKING SPACES 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle ACSA GENERAL WATER &SEWER CONDITIONS 1.the rr rr r r « &,a st�� TOTAL ADA SPACES FOR PARKING STRUCTURE PARKING: 102 TOTAL PROVIDED SPACES PROVIDED county code. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files 1. Work shall be subject to Inspection by Albemarle County Service Authority (ACSA) �; A qy. . VY Lir Pat�aaY. it rrl€�r.trsti4aaI ate .ail zaia #.ria ist ar.srt tern. tris Is tri �c c? .i{, 11 tart iia e t t t ...: i � tatnp.iir.iiz�� 6 r� i� sva, ADA STANDARD FOR 101®150 PARKING N SPACES REQUIIRED ADA PARKING: 5 SPACES, 1 VAN ACCESSIBLE that are obtained from the designers, but shall verify location of project features in inspectors. The contractor will be responsible for notifying the proper ACSA officials1.PROIfDED :- ADA PARKING: 6 SPACES, 5 VAN ACCESSIBLE accordance with the paper copies of the plans and specifications that are supplied as part of at the start of the work. s` �9 rilr o ''`'''° the contract documents. ' . `' i sit; ii `§4 MscI I I. , i`fect fmcs t� 11ai bo saved, TOTAL. ADA SPACES FOR PARKING NON -STRUCTURE: 90 TOTAL PROVIDED SPACES PROVIDED 8. Contractor shall comply with all wetland permit requirements, if a permit exists.. 2. The location of existing utilities across the line of the proposed work are not, ADA 'STANDARD FOR 76-100 PARKING SPACES ' 9. Contractor shall be responsible for all relocations, (unless otherwise noted on plans) including, r ow re only approximately correct. necessarily shown on the plans and where shown a o y pp y :. I I T,,r- re. t vwlnlitwd wri,iii� i re c>rr11 ri t,x1: tro6l br,,a,e,d. RE UIIRED AD i Q A PARK NG. 4 SPACES, 1 VAN ACCESSIBLE but not limited #o, all utilities, storm drainage, signs, traffic signals &poles, etc. as required. The contractor shall, on his own initiative, locate all underground lines and1. 1.fejt Ihe i,c,6( PROVnDED. ADA PARKING: 4 SPACES, 2 VAN ACCESSIBLE All work shall be in accordance with governing authorities requirements and project sitework 9 9 q P 1 structures as necessary. y i�► ri a r� i , . i> srow i Within � 116,6� �i uhf, dripline ortroes to � ������. specifications and shall be approved by such. All cost shall be included in base bid.1­11.11 I 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts to 3. All materials and construction shall comply with the current edition of the general ' 1.s< rtsieUrvc ag! s off site areas, and shall be responsible to repair resulting damages, if any, at no cost to water and sewer construction specifications, as adopted by the ACSA.1. rrr�r� �1 � r- ad sh0l lie ra r i F n , . owner.1. 11 -a:a �at.srrg s:ia ii 3�. ita �l�ate l,1 sitAll d insp, cted appr€ ved by.:rt Cr�unty lnsp t r iia"iia g?rtritrag car c0i,, �rtrt:tr0ri, 11. This project disturbs more than one acre of land and falls within the Virginia stormwater 4• Datum for all elevations shown in National Geodetic Survey. 11 .and f I'llAREA SUI1+IlVfARY Management Pro ram VSMP General Construction Permit GCP program as administered b 9 { )� { ) P 9 Y 5, 1. The contractor shall be res onsible for notifying 'n Miss Utilit 811. p g Y { ) rig.1.1. �:..., � e i , .9. .. I�vc TnUst ,fie ran,ad within ft Kiri tir�� �xi � I � �� � ���� , r tl�� �.�ix �t��€i �� ���iri� ��� ;� �F� ���r�����'��>F ? ici it the Virginia Department of Conservation and Recreation DCR) under the jurisdiction of the 9 P { sat?rnitt J dc... r�1= 1. PRIEDEVELOPED: EPA. Prior to the start of construction, the contractor shah file a GCP notice of intent with 6. All water and sewer pipes shall have a minimum of three (3) feet of cover measured1. iia stormwater r vention Ian in accordance with the VSMP regulations. the DCR andprepare ae P P 9 from the to of pipe, over the centerline of pipe. This includes all fere hydrant Imes, p p P , fr tl� z a: � l e i z at�6. lC iUiiF�re, l iai�ii� rl} Kiri i;n r, lir a , < it it I' � r, .il .e � ,lx a�i��ci; � °`i `' �r�ra�.r"`r'rg" `��'��° FOREST/OPEN5PACE 40,510 SF 0.93 AC MANAGED TURF 13,939 SF 0.32 AC 12. Contractor shall coordinate with all utilitycompanies for installation requirements and p q service laterals and water lines, etc. ubirified for appr vaL IMPERVIOUS specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shall be P Y j Y 7. All water and sewer appurtenances are to be located outside of roadside ditches. t i.. rt, rrr�►i 108 028 SF 2 48 AG TOTAL 162,477 SF 3.73 AC in accordance with OSHA standards and local requirements. q 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valves p q11 i1. ics�aacitir€g i r c t it tl 'v it'rain t%e lirraiii orcl ;wring, ii, shalt Asa: done far way from tis . hunks ot'fa•eee,; a Posy b . 'ita�ti r ii a a�ig.r a lar e Tec Bali d c� = Mde a ra ter€ri��l,rr ir:riirii i;,„ „;ll,� erri,1. POSTDEVELOPED. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state and I .1 local regulations, ordinances and state#es, during a future extension of the line. i, : i 1.FOREST/OPENSPAGE 0 SF 0.00 AC 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state g, Trees are not permitted in the ACSA easement.`1. i rtaie?s feiacsrs,1;Gt11 b tl tst sieit tezttrtvt ti csriaa tlraskicrarsrr MANAGED TURF 32,669 SF 0.75 AC and individual utility company standards specifications, and details. The contractor shall1­1 13. dire1. IMPERVIOUS* 129,808 SF 2.98 AC coordinate utility service disconnects with the utility representatives. 10.The - contractor shall be responsible to comply with the no lead regulation regarding P P Y 9 9 9 i i a r l ixeI II r g _ ,rrJ irtatzttsri i> rr�i ri ire �,nr rr, r ,„r,r�ri, _ i.spwii;;.,1. TOTAL L 162,477 SF 3.73 AC brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the safe 0 �r . �•1° 1 HE t�W ,s s �i sl f�° p oiv a l i r OR ON • RIE M : r r drinking water act). �`1�v1' .17 1+gq""p¢� .:' T1. - :� `.; 11 .: * INCLUDES 0.71 AC MAXIMUM IMPERVIOUS AREA FOR FUTURE DEVELOPMENT. :i *ggg�gyp�psg'. (,y.p,@ 11 . ..:R 1 - ' ' .. ... ...,`� .. ���^''ssqq�'. �,p #� kk ry 1.yy yg g'y g gy �� gip 1.>'g'��'w,. �,O # Bloc A" #,' RC,'I` Ag,I.E. � ,.T '�,.P Y C.F g,�ffi'? gy ,y �g T..Ft1,[ :t .'. . �t t/ oo 3, of 1 U 20 t. , , ac G I i 4 ii o rl- r• It ,%__11 I M t CHANGE OF DESIGN FII' APR. 20, 2018 COUNTY REVISIONS 05/25/18 I - rn r) i I � � I I 1. \ I I ------- �1- I I - I I , I - . _.____, i ____� ! - -, . I '� \ � - - --- \ \ 11 , : , , -------------- �� - - - .11, - E--X-ww \ I � \ i 11 i . � ," , I i� � " �� ____ 1\� "\�,,� ��_ - - - - I , "�- I --�,>.�, ,x , \\ " � " � i I � �, � p, \ 11, �'� / / " I � � I , , % � i 1, � I , . � : . 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SE WER w/0) 00�-GAS CO A B D z w &N- NIS j0Qr MIR. 4%11 0 IYU s MAC W EXISTING EDGE 0 f NIW;I�i�l > LL OF PAVEMENT Y, C, EX. GAS TO BE 0 z Gq 3W 0 EX. 10' GAS EASEMENT RELOCATED, EXISTING G !7 -- --- ------Ni DB 488 PG 516 SERVICE TO BE �t!f,7777� , r -L Oz _j W G W f, �, BE VACATED TENDED 4b 4 BE�N GAS LINE 75 "TIM, Lu -7 rr < A --0. T`ION M REL A C9 N6 w G . ...... C )\j 46 z� 0 EX.,\ WATiRME S EX. SSMH WSTFL EMAIN . ... ... yu A D TOP=468.10' 22.i, — \AT U) .......... --EX. GAS S 8"DI IN= THE MAI ERVICES TO V, < BE EXTENDED TO 8"DI 0 J, 63.85 d �`-\ I I C) EX, 10 RELOCATED GA' SKE S MAIN - I - , ,,, , i (6 EX-�-P �Ic OAK vsNY 0 2D 0 V G A V1, �R ULM A cr) CT va L CD oll 10" — �,F E�, 8"\WATEI-INE K 7D 0 `V X w ISO, A ka �A L V, '3P �0) OVERHEAD LINE RELOCA11ON NOTE: PRIOR TO DISCONNEC17ING ONSITE OVERHEAD LINES, ELECTRIC gef % 4PY v SERVICE TO PENSKE AND FOOD LION IS TO BE PROVIDED VIA x- ........... ..... - ----------- --- ------ ....... . ......... FILE NUMBER NEW ONSITE POWER POLES AND UNDERGROUND SERVICE LINES. ku, CH op V 4 v KEY: 16.0042 ""o Jimmy L. Taggart Uc. No. A* SOIL TYPE BOUNDARY 22841 0 SHEET 06/25/18 ?ZONAL 30 0 30 60 90 A -MANAGED SLOPES 4 of 19 SCALE: 1" 30' /_.. ____ ____ ._.____ --------- --------------------,-,--.------------- _ .� — __-_T—.. _ i E /// OF v��P i i �` / � 4�AyTS 7 c I / �s' � ¢„� , i ✓ �7. _ .......... _.-_- �/ - ca to i i ! / 1. r" ; r'` , \ID Jimmy L. Taggart! 04 I \ -," ✓ ...l j20 , _ �' a �,�,0 22841 r��S'� Av' 08�25�1a CsS{ i � `� " \ \ t � ss10NAL Z'� k i---i % f I a r 11p,. 11i "� ' fl.� i i ✓"LL vp'` .`\ J�� k 1,03 �ti .,IK ,,v'" I sea j e �,., , l-, � ' i i I i 1 t r �. \ I I : ✓'11 / \ \ I i ,� / Y EX.,,,- \ .r"` i CXJ !ki C ; ,� V 11__ ft.,, LO z x � ®W r ''-' Cj-� / cc r / ' EXa CG-1 TCS BE C��_R1 / - Olt `.. / r%i I !rte Fw RECDN' CTED rr / �-'� ,,,,r'' , l ,✓" '� .` / / s'VP // t - 3 moi. t �� '' �cr' ,- '` ,\ EX. CONCRETE% r,. \ /. i � i `4 - -' DIAN _" l/ v✓_ 'r"'tl✓~ `'; �,�,r""_ .l'✓µ •,%'t / / / _ I {•��-.,awl/ to , ct.., p�y� •tea.. ` f "�• r' y `, y"' , i /�/n� r, E � 3d Nom,,.,. "t.r '� ,1y,✓`,.ON" `/,.•' S / "il/, `/ 'I- / t i Wpq' i 413 ,r'N r'^ .wJ"„p�' r''yN p•i"'✓"r n �/ ,zt j : _.: , r - r`" ' \ Q116 �Z EC. 11, FACE r-, / ... ,. ". :,,,- of CURB -r" �' ` - �i i \'QQ1 8��� 1(! :.. r" r � - . x, _._._. - ' `EX. i ;� ;: L0 9 IgE %' " /VISIONS r ` r \\F ." FACE.:- '" EX. FACE \� 93 \ 1 T // 'f �• ,` OF CURB `/' r; / ' QF CURB ���� gni S ,' F$� 'i �`,)01 -- '� // / P L� G�Q�E -'. %r \ ' \ p�D' t'. �S CHANGE _` ---._..._ �_........ _ ..17, - �? r ^ / / /,�P' i QT / DESIGN FIRM 11 __ \ ...... \ aa� §�. $3 I r �l C ` i r' / / \ /\ \ / COUNTY COMMENT v' r w. _- / / s r.J , ' / // p .11,..- fir" t / / f I ,-F / \, j s,y 7 4, 1 F ' \ �/' (• I \ \\ 03/23/17 �y; ( g COUNTY iCOMMENTS .s' f i t' /� X 11 \ .\ _ . i 01/26/18 _.. _11- 4,,i"'1114/11,11 11Y \\ \ \ 1 COUNTY§sjemJ�J3t1�¢411+5 i"�3i I ! ___ - ✓,,. / s✓�a t. 1` ys Q� \\ Y / �\ } {';%'` �(,�� % \ ` _..._ , \ `\ f Y.JaydlfQ8 i j `''"' " '..r .,jQg� �; / /,.��� / ' ! s j '� �Oi �Vl Y Z, \ \\ \ \\ \' \ \ i j COUNTY COMMENTS I i _. 'w , ewi,f LQ� 1 L� \ /Y \ , \ \ �� 6����L 3g8 ���E ` ' �f 5 'i, : / fes, r' %. V \ 1 3 5 ��1� ,\ \ ,� \ / \ S \ \\ \. \ \ \ \\ \ \\ \` j i Ldbi i 7 001 p, �T 'm.ttlu3 1 i VR.dSYii�i 9 tom' t f COUNTYCOMMENTS EX. 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Off' [i .," t\ / / / •y O p\,°;�a� \\\ {�<(., ° ® il' '% '\\, 7/ CO.. 8% It \ i \, raj LL cW \ �\ Mj ADA VAN IV� PARKING SIGN 3 �� o `�\ \, \ () / / / \ z �\; w / \ / `� r� o� . �� Y \� { \ �C ° \ A yb d' _ j GAP , \ E NO !( , / / \ t \ UPPER LEVEL PARKING PLAN i� : > / / o' °R �� 2 ESE-o. �P81 PG - � ^ � G O �? � � o Q ... /,,��P R �� �O\� REVISIONS \\\ o �1 NEW 20' SWM �� � N F DESIGN FIRM ` \ -------- --------- \ - - - - - _ - - - - - - - - - - - - - - 20' PUBLIC DRAINAGE EASEMENT / \ FACILITY EASEMENT a QPP2 \ ��I�'� / \ APR. 26201 D8 307-PG- 196 ---_-- S / N p" COUNTY COMMEN 08/23/17 .` I ,... ?i\- PNEN s . \ . !�� - / G \, \�G�\1 \i�TY COU COMMENTS AGE � N\.._ �,:°G ✓ 01/26/18 MP EXISTING \ '✓ NCRETE 0-?� \} W LK \ \PI ENS :, \ �p5 . %' \ \s ��� \ \ / COU 9TY COMMENTS 03/20/13 COUNTY COMMENTS 32 L 05/29/18 ' <AWALL 00 pG' ADAVAN COUNTY COMMENTS PROPOERAa �PEW. ".., PARKING U6, ,\ 621 /800 FOR SEE PROPOSED RETAINING RG . DECKIn / COUNTY REVISIONS ER RAILING PORTE COCHERE MAX HT= 4.5 / (MAIN ENTRY) 06/25/18 G� SEE DESIGN BY OTHERS \ \ CONNECT 10° I ( rr 1� 2813 aµA . „ f , p' P ADA VAN NEW VARIABLE WIDTH EXISTING CUR C 22 - tiF y ,' i ~' o P SWM FACILITY EASEMENT / 2 / / j j 2 �� '�� , ",.�. �r 13" 63~ uu I ILK ', \ I 0 - y" .. ` ® PARKING a . SIGN o c y" ' y hO T \ �\ _ �' ,` a T 0� GEOGR�D \ SIDEWALK F. CROSSWALK y �„ ped oR ;; 1L1M1�S N ;f �: Q. WALL B (TYP) �� WALL D 1 o' , DOUBLE CHECK-- - DEVICE 5 � Jr 1 /J ✓ ® \\ Jif 5� JULY 12 2017 G'6_ 20R \ g 0 =\ a TMP 61Z-03— ADA VAN 2 C tP } \\ \ o_25'R t \ STOP WALLA c� eC• _. 11v _12 \ \\ PROPOSED Cf-13 'SIGN 42'R �C G� aN \ `� S\D yaS'� 21 R ' Gam' FOUNTAIN ;%RT . ` ' �` e /. 3.726 AC. c* PARKING , SIGN od ! �F� ~o _ _--\ \ , \y �F, \'� �� \ \ oSOALE ' t7 +O RIGHT–IN �, G' , \ iJ' L/i,� '- ON ""OF� MjF �!"�. (1•� \ENTRANCE \ G-1 3 cx� o ap jEY 2 ��-` o o NA e i'�FSd� `____- PROPOSED 15' I \ \ ABED \ �, �_-- -` 'C SSD �� LIGHT POLE TYP i�. -{\ P p,LK ,. �N �, o { ) d'' t CROSSw w -T'-� 6. G s \47\ , y F - r ro�p� 15' HDPE S /N�cLY ;.v,*. yDp� !ST 2p _ a/� /� "'BRICK 2 R \ a 0 r \ o \Mty� R/� \ r mac' �\ 00 '\ i 2,R o \TFR qT� \: BI}fE RACK '�'C'... �, E \ ON F SEN f 1. 0 rs FqS ; r �,� r, Si `� 0 O ': 2 NOp RO BIKE RriCK E s` -- `�' , O P Fitj �� tJ�.. P� �S\I�T 3 PROPOSED/ 6 4"X4" TEE, �� `' O 15' LIGHT o .��� SW ,�, 3 R _... 3�R FIRE HYDRAN �!r 9s 2 4"GV �P �``' ( ) s o o SPL o, / o� F SNP �� Q \ Lli A a* i .p Q \'� i , v POLE (TYP) i O E —, i ` C(a'— Co 9 �i (. ��' Q�' ��� 3 S / / 7 CIA 't� - 40 / i / !' \ PROPOSED 20'x`12' A c�� co �`Z i t 1NE v 2O ACS IJ s \ i o WATER ° 2'R 264 �' 9.0 6 TO_____ - _ _ --W W„W t d �y. s 0 r,''' , , , o r r� . , : DUMPSTER PAD \ \ ' EMERGENCY VEHICLE J PROPOSED 20 MASONRY RET. i 1N�ED LANE ' ESi EASEMENT W 4'RED, 6 __ --- w w _.._- iD \ WATERLINE BOV ,y »F\R O(N t -` R %\ ` \� `i 1 E 8 S A\N VEMEN� O f' 5 R-------w r.� - - -- -” - --- .'�w,2'R �•ZR `� \ \ t\0 (3)BOLLARDS NPA 4 CG-2 v 8 TO`- \ BEND 0 �• 90' TUR AROUND AR EA PRIVATE SANITARY / r , . , . ,/ % i . WALL ENCLOSURE 5'R 9.0 'e/ ;�, °/; `r SEWER ESMT. m % f % \\i FOR SCREENING-, - -------- ..°0 WITH KNOX i BOX ACCESS _� �' SEPARA- __--- - 6>,RED�GPS LINE �--�''"' .._ -- _1�2 � --- `� --•--`'- '-'- =1 0 9 i•� Cc E 38'R _ __' 30'R 3' M1N F s / --` 0, CG- _ - I : ND W�t E w --' 0 1`Z r{ - : - - - = - »NO PARKING w, F......- �� W BOLLAR S A WATERLIN w N2 N u . � \ N _.._ E S ,, � W , .s...-- E ..._..----- • <> � \-. "– , ► _ ....-_.. _.. VER 8 SAN:::. - CLEAR SEW---2 5.8 'o �' SVC. LINE A 0 L �, FIRE . _ { L �, Lu , \ \ EMERGENCY ACCESS 30 �- ---- \ -- -`-,�- o \ \ "DO\\NOT"'ENTER" SIGNo �,\` �, EXISTING BE ' (TYP OF 2) \ METERS TO NEW PRIVATE —TING GAS 610.75 , �; EX1S N36'O5 34..1N .w . ,.. " w_., �= " 20' ACSA _. ,e .M_.a \__.\ - � i 1 6 L2 {. �� ����� R �B �Q C 3 G C BANDONED R MAIN A WE i SAN SE SANITARY SEWER_- EXISTING GAS N EASEMENT­,­­---\ °i �� 1 ' SVC. LINE WSTFLD \ \ i• f 4ba 12-4OL Ex. ]0" CONNE \ \\� G �OEi `oax EXISTING GAS LINE ���SKE i , \ \ \ �5 i ; \ \ \1 \� ? A L \ � P��' Its " �, SITE PLAN NOTES: \ 1. A FIRE DEPARTMENT KNOX BOX IS REQUIRED. \ }I __. 2. ALL SITE RETAINING WALLS ARE TO BE VERTIGA OR I �c \t \ M \. t ION -" �, � � _ _ EQUIVALENT EE DETAIL SHT SP17, SP1 \\ ll_ \ (O ,�pR \ - 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP �BELOW 40%. VISIBLE LIGHT REFLECTANCE SHALL NOT CL - - _-fad 1 I,L� �\ 61L �� �� / / / EXCEED 30%. 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE \ \ i pR ti \ TING g G \ `� 1��� � ENTRANCE CORRIDOR < SHALL ELIMINATED. 5. PROPOSED TRENCH DRAIN TO BE NEENAHOUNDRYExj \ \ R-4990 HEAVY DUTY GRATE FRAME INLET OR WATMINE \ g ��Q' t� �1 i ��,� ��1 ; �� \ \ \\ \' \ EQUIVAL \ \ % 6. RETAINING WALLS ARE TO BE VERTICA BY ANCHORPLEX WITH RICHMOND COLOR EARTH-TONE) OR j L�rx vF ��► y \• \�. \ ` - b �S� \/ \ \"\ ` \ f-.'_' FHA 1 (BEIGE APPROVED EQUAL. 7. ACCESS MANAGEMENT EXCEPTION APPRRVED BY VDOT ON 4-14-17 _._..-.._._..__......._.. ..... ----------------\__! _.-- -- FILE NUMBER ' SEE SHEET SP13 FOR \ \ / \ \ THRUST BLOCK DETAIL �'\ {1) 8" VALVE4 \ JimmyL. _ Taggart\ \ \ Uc• NO i \ \y LIGHT POLE HEIGHT KEY 30 A 22841 �i� e \ \ \ L \, \.-'"✓ \ \ w, .--w'`', ', \ \ 0 30 60 90 `� j> t \ 8. THE INTERPARCEL ACCESS IS BEING PROVIDED TO l (2) 6 VALVES \ / ACCOMMODATE FUTURE DEVELOPMENT OF ADJACENT \ \ \ PROPERTY AS PART OF THE SPECIAL USE PERMIT.......__..._._..._._...__.._._____.._.._.__.__..__........._.._ APPROVAL. I ---� - '� \ 9. CONTRACTOR TO VERIFY ACSA 48 HOURS PRIOR TO w,....r \ 16.0042 _ _._.._..... ..._...-- ----- - _........_.._.. i 11 _.__...____..__.... i .poi \ \ \ THRUST � 08/28/18 ti o I ���jONAL � sup \ \ \ BLOCK +• = 20 HT. LIGHT POLE ''w \ \ EK 8" W L✓,,.... = 15' HT. LIGHT POLE SCALE: 1 / r t ..- - \s i , - 30 ' a .s= '' 6"x6"x6" 6x4 \ 6TEE% REDUCER E / / \ \-` \ EXPOSING CONNECTION POINT. ACSA WILL EVALUATE THE CONNECTION METHOD AFTER THE CONNECTION POINT IS EXPOSED BY THE CONTRACTOR. I;,------_.__-_.._-_--__..---....-___._.-_ Fg '\ \ n , 1 , \\ 8x8 TS&V „-•`' / F �r \ \ / l ` .` \ 10. ACSA OWNERSHIP OF WATERLINE ENDS AT THE 4 GV ,� i -' AFTER THE BOV. g o8 1 _.... ._._.. ......_. . . ........_ f ____. ._ .. _.... ..._._ _.. ... _ _ . _..._. 4j I-......\._ .................... _...... ._.............,_....... ,.._._........ _.........._.._.........__...._.. 0 30 60 90 30 BENCHMARK( CHISELED SQUARE AT BACK OF WALK AT 470.95' CORNER OF SITE. 2 SCALE: 1 30' TREE PROTECTION 0 'a, �x v,` �X, e "s "v cq U) (0 0) rj3 x cm < C14 rH Op < 0 X/ + @) V- N h (-V 4) D > Jim IV Jimmy L. Taggart W Z L -4 ft us c. No. . . . . . . .. .... 22 541 N(6 6/25/ 18 Slop' 0 N A N CC W w V 00 C:d z Er C'i IRK < Lo T U < 0 U 4. Lu 6NJ LO C14 9 0 CC 0 F-) 0 ... .... cl) wA z 0 (Z) IL UPPER LEVEL PARKING PLAN .... . .. REVISIONS CHANGE OF DESIGN FIRM APR. 26, 2018 COUNTY COMMENTS 08/23/17 COUNTY COMMENTS 01/26/18 COUNTY COMMENTS 03/20/18 ... ..... COUNTY COMMENTS -,�pn — — — — — — — --- 20" UBLIC DRAINAG� ASEME E _NT 05/29/18 DB 307--P\( \5� 196 COUNTY COMMENTS 06/21/18 xPROPOSED RETAINING c� . ...... WALL W/ PED. WLIT CO COUNTY REVISIONS RAILING MAX HT= 6' Py 06/25/18 0, cp SE E SHEET 19- cp DATE ------- cb- JULY 12, 2017 C2 Ott . ... . SCALE ..... aim ASSHOWN A 3k WALL B 168 WALL D 00 cl- TMP 61Z—( Lo LLJ I 3.726 AC. V > WALL A cl) w A 15" H Lp 70j_+ u 63 w uv Tc U 'AP (4) z CL u 4!'RED 'RED w ----> < F_ 71 B 69i JU PVC PIPE p 00 2- 58 ... . ......... . 00 0 706 LA_ 5'64 0- . . . . ...... ITO I I Lu 2-4 466 0 . . . .......... FILE NUMBER 16.0042 CHISELED SQUARE co -7 SHEET 3 90 30 0 0 v 60 JEMWE 7 of 19 SCALE: 1 30!/ .............. ................ ........ ......... ........ ......... . ..... ........... ........... ...... .............. .. .............. ............ . .. .... ....... .................. . . ....... .. . ............... . . ......... .. . ..... . ..... ............... ... . ........ . ....... ... ... ...... ........ ------ ........... ............ .... ....... . ....... . .. . .. .... ............ ....... ...... ........... ............. ..... ..... .. .......... . ..... ....... ... .... . ....... . . ........... . .... ........ ------- ... . ........... ....... ... ............. . . . .. . ... . . .......... ........... . ..... ...... ....... . . . ......... _.._....._.._ .1111__... ...... . ................. .. ...111.1_......_ .1111. 1..111.._-.._.. _`- _...... _ .__._...._._ - _.... --- - ---- .....11.._ .1111_ _. _ .. .-... . ....1111.1111_ .11...1..1._... ... - ...-_.._,._.............. . .. .11....1 1......-.11.1.... _. _.1111__.. .. 1.1...1.. _ ..,_.1.111. ..... ._..__............. _....._..1..11..1..........._ ......._ .. ...._- ..I-. l---.. .. _.--......._. 1111. .1111.. ..... .. ....-1. ... ........ ..1--- . .1-1.1 .....1--l- ......... .._1...111._. ._ _..1.11.1.........._...... ...... _ __ _-_. ..-1---1-1- ._ .1111 _ .-...1 ... -1 ....I .111.............. ...._-. _............._._........_ ... ....... _ 1111 .1111.__ . __ \\\ .11.11. - --- -- -- // a ; ; i/ ` � '� / i : t -r, 0 44 : O foo `� �/ WA i / / �7' f ° to 0) Jimmy L. Taggart j{gip v Itc\1 �A P 3 //// i /I 11 " _ % y\ Uc. No. / . r A� 22841,'x? e+f t �.s,�,�spg/25�18��CsS$ IONAI. i--+i`�i a��'. 1 � `t , � \ r``r \ iyij Lu:. 0 to ' l- ,.. �' \2� �C� j Via. G �� 0 fr. ' - I i s �� ' �0 / �. w' / e Q \ \ 11 ,i fl p cc () a / �,� - i._ __ _- - W J ,- -`i P'" ,- ," w�-, 1 "' .,- —� i is �" - �\ \ -11 -- -1 -- - \\ \ \ -J Q. W Ira ;: r ti % ,- \\ �`ul '. \ I ./ 1 \ \ \\\ }�. F—� I / \ ��y+r� N E, / / t r' l , I i ' i '�• ' \ ° \ 0 r - �i ) ° 1/111 %/' ' ,- r s"`' //- // k M = :- k . ,- ... mow. ..r / ,- / ' '` S E S m, i ` - �' , — / N�. \ ,3'1313 X11 Ilo I. n /_. r` Il- �' - ; ..-_- , f - / -`= r'� p1 _ ., 1111. ..., a � � \ N P� k i .�. ` \ L� g \,� ; ' � � __. ----_` _.......`__- _. / / ,. 133 \\..y= .�.�- ,�- .�-' S,\ , . �:9. ,- g0� �� - ..-._--------._.-_----_.. __._._.. __....___..__.. _ .1.1.1.1 ----...-1.1.11 .111.1_.-- .-� ,. %I _ / ; w- 1#1 I , f �' -.� ... ,�- o ,,.. � M. M'%- G 7\ / � \ ,�__ _ . .1.1.1.1__ 1.111_ _ ...._.__..._._._.__ . _._ . __,, REVISIONS \ " �lai 5 /. d i 1� .i 111'1• P , / / / r � �� �. L� o�� "I -\ p P-- r ,: \14�° �. il ' , ' \\ �R ° \ �f \ .. / P tj r, w.. L / \CHANGE _— r / 91:-. - " t� { / - v } I _.. rI'lg � /- .11- '" \ DESIGN FIRM \ ,11 i 0 I-� 201 8 ll a \1 .. " = s COMMENTS r / 1. �11i IA {r� i L,\ /s .• ,, ... \ -- - %TY \ pgg COUNNTS s• C \ -- .. - , , � / / ; ' ' ; Y ,,;� :° �} �\ A [+ �' /26/1 ,✓' r,,,,', //o-• / J'� fa.1" `i 1,, .' f �� \ i 1 \ �,j� k ,f'`�� �; '--.. \, , \ \\ / , 11,,11,, / ` / / �: SET TRUNK PLUMD. SEE PLANS FOR EXACT LAYOUT AND SPACING. TRff I- TI E5, SEE 51PEC5, 1- 112" 5Q. OAK STAKES SET 180 DEGREES APART NN15HED GRADE APPLY 3" Of MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EX15TING GRADE PLANTING PIT. SEE SPECS FOR EXACT UQUIREMENT5, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. REMOVE 15URLAF * 5TRI NG FROM TOP 1/3 Of ROOT C0 ............ ............. .......... ..... ..... ............ . .. ..... ....... ... ................... ........ . ........................ -1.1.1- ..... .......... ......... ...... ..................... ........... .. - . ..... . ................... I AKInCtIADC' kJAIKITUMAKU117 KIOT17C . ..... Key Quantity Botanical I Name Common Name —Tsize I Cal. Camp Y -F OP: Total Canopy % of Planting LARGE DECIDUOUS TREES LARGE DECIDUOUS TREES: 0 AA - ARONIA ARBUTIFOLIA rl__�TREE AR 16 Acer rubrurn Red Maple 3-1/2" 397 6,352 11.3% OP 17 Quercus palustris Pin Oak 3-1/2" 370 6,290 12.1% TC 4 ITilia Cordata Little Leaf Linden 2" 249 996 Z8% ORNAMENTAL TREES IG 51 Ilex glabra Inkberr. Holly 24" AT I Acer tataricum Tataricum Maple 6-T 107 1,391 9.2% CIF 15 Cornus florida & evs. Flowerinap��..... 6-T 124 1,860 10.6% HD 8 Halesia Uiptera "Magniflora" Two-Winqed Silverbell 6t-8' 128 1,024 5,7% BROADLEAVED EVERGREENS LSCREENING) 251 z co Canopy Grand Total PA 23 Picea abies Norway Spruce I TREE PER 50' STREET (EACH SIDE) 41 943 16.3% TB 22 Taxus baccata English Yew LO 47 1,034 15.6% TD 23 Taxodiurn Disfichurn Bald Cypress 10'-12' 36 828 16.3% 141 0 T_ co 15ALL q4#91(mf., Botanical Name Commonl Name Size I Cal� -.q �o Total % of Planting DIA. (MIN) LARGE DECIDUOUS TREES: 0 AA - ARONIA ARBUTIFOLIA rl__�TREE PLANNNO DETAIL SHRUBS ACER RUBRUM 192 SPACES PROVIDED BJ - BERBERIS JULIANAE �sPq/*N-,0­T, ........ . ... AA 49 Aronia arbutifolia Brilliant Red Chokeberry 24" 7 343 19.5% Bi 57 Berberls Mianae WintegIreen Barberfy 24' 14 798 22.7 0/0 IG 51 Ilex glabra Inkberr. Holly 24" 23 11173 20.3% LB 37 Undera benzoin Spicebush 2,4!1 23 851 14.7% SN 57 Spiraea nipponica §pLirea Snowmounjd 7 399 223% 251 z co Canopy Grand Total �,282 15ALL TWO TIMES 15ALL LANDSCAPE PLAN TREE LEGEND: LANDSCAPE PlAN SHRUB LEGEND: UND15TUR5ED 501L DIA. (MIN) LARGE DECIDUOUS TREES: 0 AA - ARONIA ARBUTIFOLIA rl__�TREE PLANNNO DETAIL AR - ACER RUBRUM 192 SPACES PROVIDED BJ - BERBERIS JULIANAE �sPq/*N-,0­T, ........ . ... QP - QUERCUS PALUSTRIS HD IG - ILEX GLABRA TREE CANOPY CALCULATIONS BROADLEAVED EVERGREENS: z f7) LB - LINDERA BENZOIN COMMERCIAL SITE AREA = 3.73 Ac LL Uj TIC - TILIA CORDATA OC 41 Ul _j CL < 10% TREE CANOPY REQUIRED = 16,248 SF ()RNAMFNTAT. TRF'F,.R* TB Z$1 SN - SPIRAEA NIPPONICA r.Kvrvz)bv W-UNVri= 44,404 or TOTAL TREE CANOPY = 24,282 SF > 16,248 SF OK (n AT - ACER TATARICUM W PARKING LOT TREE REQUIREMENTS CA CF - CORNUS FLORIDA 0 I TREE PER 10 SPACES 192 SPACES PROVIDED Er "MAGNIFLORA" 0 Z) CM TREES REQUIRED = 20 0 HD - HALESIA DIPTERA ILL TREES PROVIDED = 28 OK BROADLEAVED EVERGREENS: z 0 LANDSCAPING WITHIN PARKING AREA COMMERCIAL: D_ PA - PICEA ABIES LL Uj W PROPOSED PARICNG AREA: 64,139 SF OC 41 Ul _j CL < W 5% PLANTING REQUIREMENT: 3,207 SF TB - TAXUS BACCATA Uj C><� PLANTING AREA PROVIDED: 7,019 SF > 3,207 SF OK rj 'K 00 _j C\I Z z -4 MK Ir C\j < ED TD - TAXODIUM DISTICHUM LD Cr STREET TREE REQUIREMENTS z co r �1 K Nt I TREE PER 50' STREET (EACH SIDE) X LL 200' OF ENTRANCE ROAD LO CM 0 TREES REQUIRED = 8 rr 1% L TREES PROVIDED = 11 OK 0 T_ co LU 0 AD ................. rH Op v0A Vn- A, PROPOSED PERMANENT LANDSCAP&MAJINTERANCE-­ 'EASEMENT 22841 Jimmy L. Taggart 06/2611 v, Uc. No. 0 8 6 \VWD X -a .... ..... . _2 Z� '4 . 0_5 01 &'a .,w /0" R 1,3 ,N, PROPOS PLANTING AREA a, ALONG E ANCE CORRIDOR FRONTAGE' A i Np �� 0� v LN'�, Y, "A V V-4- _7 1?�n I-V . ........ . . . . . . . . . . . . . . . . . . . . . . . . . ...... ... 'v 0 w ............. - Ng V %J \ 11 1 .. ­ I I I . I I � I I . I I .. I . 11 11 1 � I I - .1 1 1 1. 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AN BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES ... ... IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND 1� 1z ado - ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 6 C� co �_Q N - "R5 "'fla a( vgll,� . .... ...... . . .. .. . 2. TREES & SHRUBS SHOULD BE PLANTED DURING THE DORMANT SEASON 0 v IN THE FALL AFTER LEAF DROP OR EARLY SPRING BEFORE BUD BREAK. 0,� > 3. TREES & SHRUBS SHALL BE PURCHASED FROM A CERTIFIED SUPPLIER, (�/v lm �aqfizwg, ,lWi 1q,, xviewv,� vA t�wcvaiomv 6i� Q, X 4110 -Mil an, ViI 0 'foX� 1) jt6�iatl' NJ all aV X 0, & N C I -N r "ov - alj6q Q, . ......... .... .... .. im dm l graaad Izval naaa 4�, misvd wlihlft 0� im ta, K- im wM aImH pio' i4�d am; a a�n,�ra�t al aplav n�: ba lo*kml �h 5 tr& jall atait I, V"' -A UM46nd ai� �,d fU 3�Ay ijon, jjatjjaakaqja�4 _a paj�j�la� r�jrj"'l zv lqga:fi%,a MWI N a, a,� ivawhn, ill is ai ��AW �h�,t ii��aaq vvi�l :,iastrq3r f�a�� x a' UN N I �aa� 7r," IT, ro N R), PON8 �01 �s RvAT N V N V�p 3 N v A j- k 0,, < ­S� A V\` �jt�a, Pax, I l2 zz g ........ .... t1l, i'� �j -N, Z V P f) V x A- A CX Zj N 9 �0 _1W < ............ Xi A l� ... ...... 0W V 3� oo 0 0�` k- ..... ..... 'N > g W /A j V� V,Ar, h , "'i—j-'A , ,z \ �j -7 X 'MN M W11 0 Ox V An �n N, (D V Al Y TREES USED IN PARKING +54",-, NV V\ -TP n, 3, LOT CALCULATION x-, V,,�,J g 661 > Z: IN N'- N -',E: k, i-�R 'A' b, g V\ Al (Y ........... k A A V N NO b �, 2- l"V1 > TMP 4" A K'l A iz­, 3.726 AC. x—, �zj 1 14 AA a,- < Mz Z ........ .. 0 g ,, \ -, \", \4 . ........ X 7;< JI .. . .. . ... . ..... R A? 7A7 x" V 'i '.gl A� N, k. ............ T, I N, f g, �v V, V3 "I q, A > "'M . ..... . . ... ... .. ...... "AR .... .... ..... ...... j "M n," g 5 . . .......... ............ .... .... .. . . .... .. :L __,AM § . ..... ... x ....... . ... . .,r",.,"",�,.,;�'I'l-l�I'l"."."�.,�I . .................... M.- . ..... . ........ ........... .... . .. ..... %­", ........... A_ . ..... .... ............ -7' C71), A, Ov Ziw_ '_t _-4 'Q 'T (o3 7 'kv 5, "b- ""N'Noo", r Z E-A MP kVj MOO v, Z A", N "A J Y� T 0 q 'AA P 1 7- v A V s VY'. 10' t_�7 0,AK b 0 V "A g, 9 t, "D e) P �J lk�l 4 'CA ik k V! 1A K 0- 13, 6,3 N IOU 0% OnM v N, Y �,k U, A,6 A 0 \ �0 �, _> , 1.�j 0 v V", \ 11 V V Q 60 K -7 V, 'k, q 4�1 V ITRFF PRnTFPTint\i I (TP) �, ",\\1, \\ \ , 'I'l- \ 1� \ \ 30 0 30 60 90 /1 I N M ALALJN EEL- - .: 1 1L.-= - .-.._---.1 . ........ . . ...... .. .............. - ............ .. ................ . ........ ............ ....... . ........... . ..... .......... . ..... . ..... . .. .... ... .... . ... . ...... ......... . . ........... . . - ... .. .. ........ .. ............. ........... .......... ... ............ .......... .......... .............. .. .......... ......... . ............. . ......... .. . . ...... .. .......... . sc REVISIONS CHANGE OF DESIGN FIRM APR. 26, 2018 COUNTY COMMENTS 08/23/17 COUNTY COMMENTS 01/26/18 COUNTY COMMENTS 03/20/18 COUNTY COMMENTS 05/29/18 COUNTY COMMENTS 06/21/18 COUNTY REVISIONS 06/9-5/18 ............ . . (n I W F— 0 CM Er W 0 Z) CM 0 0 C\1 0 E ­i ILL < 20 z 0 = cc > 0 D_ ft 4K V% LL Uj W 10— OC 41 Ul _j CL < W > Ld 0 Uj C><� 7! rj 'K 00 _j C\I Z z -4 MK Ir C\j < ED 0 LD Cr z co r �1 Nt X LL QL. LU LO CM 0 rr 1% L 0 T_ co LU 0 ................. REVISIONS CHANGE OF DESIGN FIRM APR. 26, 2018 COUNTY COMMENTS 08/23/17 COUNTY COMMENTS 01/26/18 COUNTY COMMENTS 03/20/18 COUNTY COMMENTS 05/29/18 COUNTY COMMENTS 06/21/18 COUNTY REVISIONS 06/9-5/18 ............ . . FILE NUMBER 1&0042 (n I W F— Er W 0 0 LL Z ILL < z _j CL -I- :) o D_ W () W 10— Ul _j CL < W W 0 1-9 < U) 0 Z z _j 0 LD Cr z FILE NUMBER 1&0042 COUNTY REVISIONS 06/25/18 `E LL' 12,201 SCALE AS HOW \ J FILE NUMBER 680042 <_ Z :03 n fr LL CL CL FILE NUMBER 680042 TYPE "B" FIXTURE �10F3� ... _...........- ......---....._._...-.._........_........................._._._.._......_......_................._,........__......._...._........._.................... _.__..__................... NOT 'I'0 SCALE �� : :. . . Tercels ant Conditions of Saie RMS _... .. . Net 3i days frons the diite of ,company's.invoice unless otiie w � .,,per€ rod, A }'-I/2% per month late charge will be: added .. :::t€i aetxzr nhi. past Atte: : .. 111.1 .. P6bfG F:id,ps cz-:,s are siibjocE tci shangr: wi�€out nuTtee. f'6i sr?ssinis r f Uri e she6m sn tza nay iihhgates.CCino,?n, t6 ::.Il tra - th,e puruhase P oosstsssi+io:$5'uch p 9cp sh�2, Ail erders are subject €b Bohol approval anG amdptance by the Cornpo y: oncE '.. .:.- �.aecr?loted and' araprasred3: orders:wiii:Lie bi3#ed ✓�t prices carr-htiN. in:effec,t at.the'time of involcting, or at: paicea cit:rsted:hy the '.. 1111:. :: Gorx�panY:ata aGr pt6ri tap:i'E PiSrnh;�Gar i#the rardc's §nra?}Ivr.S an-.iierre ar iTems ccive'ret#;try: speclal q€ otabon. THE... :-.MIPfJR7i}z��:Tf VO.ICE rH iRGE:SH7aU Brz $,W.t.3if:NET .- ai�RY:: .. . 11.. ::.., Ali gc,&ds 5bid are deliverable r,O.6.,I€t indtidries, Inc„.Sugar Land `texas s7�'M : 1111: .-.. . ... ::.. :”. 1.. 1111 : ikEs _ . The Compan:/`6 prices db _nnt include Federair St ,te or municipal sales. use, excise, or sirniiar t axes, (ornc ciuerrdy; ti a compan y'r erve; the: right W edd to t7ce sales price Cif RI5 produIA any taresent o f,;Wrc::si£1r5, use,.excice Fir t th"+':similar. kax svh de:shaii ae paid t�j< Fhd P arrhase,;, nr'it�:3inu thereaf,ThB carchaser s+7alt:prrv3elc the Carnf acy'aith a tea ate »paten. : ... ... ceMfic"ute acteptsbie:to:tbe taxin=f atrtharides: _.'rReatint 111 1 ..::� - ::.! .. .- 111 1 Ail of the.Compary's:products ate pr3Ced and sold f'O x; KW Vidustries, inc., Sugar'..and, Texas 774x79: Transpo fiat,on clihrge s i0l lie l*p6id: iy the t;ompany and:a¢ded to:the ne sale ;price unless:specified by the Purchaser. The Company trill sppci4, the method and roufing of all pradu,":"s to erasure the:mok efficient aced eccmomica' ship£meat in E ehaif tf aha:Purrhasar: Tire Pu chaser i+lill "assume charges for spec ai:se vices such as Cal Gage,:a fratght, expiCsS er ri,nitipla deliyede� ori one order: . : CA1sECi.3..A'it7N .. .. _ .. :: ':The tvrjnarj:Gotrsvint of ihp CGrppany shall be obtained prior to a cancellation of any order,: Cancpilaicn of or,, cinder tray 1111&ubjeI the F`urchaser`to-a canceilation charge based upon experi+es; atready incirrrea and eo[nmttmeriCa-.mace 6y -tile !. :.i Company.:. , - .. i :.. ._ .. - .. ..: 1111 .. :'.. 1111,: 1111. :.ii : ISpogmC:w jtten iequest:artd arrmyemevtcs mush be made in advance for Purchasertc obtain -credit or replacement an . r iabyria$ rabirned.. or: matertaj accepted for return, Puiehaser must:Prepay ratunn shipment and: { ay:mininaurn, restockin :charda of 4C % plan a iy charge; r:ecessary tv rework goodg to a; resaleab! condition. C ustprn:3abriuited products try '.:specl.al order' aria nat:%1bject to return. i3RRE,RMGE git:l<! .: :'.' The £tin;paziy is-not'and'shatt no;• be habte for delays: iia shipment. or' delivery of Its prods cls v her cazisea 5y sf kes, s, : : :::hurric ries, civh tisord&; fires,:material shortage: breakdor�ra.tn:snariutacturiny facil ties tar any other'.cause beygnd:its - :...... .:. reasonable aiintroi. Any: clairh€ 5 for durneres,'.less or sho tage in transit.must. be math. by tt3e Purchnserr to the ,jehveririg :.: . : car her: The rfsk of toss pass:.s:tg the PuschaSav upon 060ivery #xi the carrier ... .. .11 : t il+iiiEkiaVAlti2A/dYY':1 . : . The C ri ¢a iy xvarranty to Purchaser that at's products will be tree fraivi dereas in imateriat aind workmanship far a,.periad Gf :: orae yearbon'the date.of shrgrtiertt by krin Company (the''f�trrruri€y Period"); Thl5 Warzanty.specificaily exciltdes fatigue . Failure:iii is4iiiilar 0hi ,haritena insulting frcrn:Induced vlbradon, haiiy i6hic osciiNtiriie of resoriance a scrieatee, with file rtrovetmn a¢ air curcettts arose 9 Che p e uct.: If die ing t,, YVarr�3nYy period, the product: prques de"PI t,ve In material o . worlxmaoship? the: Compan,F aiiaii corrrad any defect, at it<, option, after by repairing any, defective parts r bi, Inking . availahtt at, are izompajr Y> pd rd, a repaired or,replacement pare at n charge to the purchaser €f the �urchaver prnrasftty n tiFi siYee'campa[iy:aad hithishes proof of Purchase, ilia:F Fluty rif the company rrrseisrr.thfs Warranty, or fors any fees or' :, .; oardislid ariSPng o.......ar r.... s. ted wtFh,, the design, nil wf ha; ing, sale cr use of its:pr0diJc tS, whether the elakill. is based ur£: cohirack a+ negligeoce, shah nit exceed the price aliecablo to the v aiue of fixe uraduct or part which e Ives rise to : . thc: cisifra::afiei ujiisti:oMp'rs's"'s't, in of the war:rantu.Period:all:sueh liabiilit:y shalt terminate, he Convany shalt not the:liable for - speciat om: seguendal:itamage_� inc&killing, but not limited ko, Sus;, of.proflts or.revenca,_tnss of ukof Yate product; ixzs! Of. su#sttfute' pmduae& ldi�r:chdre#es to remora rzr reinstall the defechve product, ,,qtr airy prodv,a transpo tatfcin expenses tat andR'roai.the cvnipany`,t, p€crit if Paotory:t'epair" ar.r p£acern(ent is necessary. fVci warrainy.�.:irrao'e:xiti-r'respect �- w para err` atiXillary %a prttenC stat:Me, pfattured by aha Company, t'he foregoing Warranty is ex-dusivie:and in ilea of aii other wai unties ewhether nvaittets, a eel, exprees or imptiec and 9,101 constitute €he sale and' axciu i:e:re,nedy of the . : ::-.: . Pureiiaserand liabali yof the opipsny. N.P I,IVARRAt4 Y O3 . tEp,cHAwfAeiLi� TOR FITNESS:Fr7R A:V?ARTICt;l,.r€lt:PURPOSE, ... SN kl l A4 i iY, he:, ridj anyl, ::prosduds are reit sold as:a "coruumer pia uce" tan ler 15 €J<5;t. 61231 1, .: i'GENERA;L l 1111. 1 111 . :Keil .int?ustxies, Inc. reseives :tfi� right to change any.feafure Gf acs pubiesned spectfrcations. withobt .- lice- to promote prorlucT ml;srxevemer;t,ariei)czr a4i.osw e?z' snakeE-iak: avattatiiiit;. The contract for the: sale of goods by levy shall tae perfbrr afle : : in Fort'Dend-County;Texas. .. : - :.:.:: ::R, kcee subjject to cheyige:withoui.nonce . - . h€tp //IMI`ihd-dsitits.c.om/a $4bin-itSit�t.dsp 1'i2I2IIl 7 NOT TO SC TYPE "B" FIXTURE �20F3� .__.._._..._.._..__..._..___.____ ....___......_....____.............._._......_....._..._______....._- ..._..._.,.....1..11........................._ ...._. NOT TO SCALE I ' s TYPE "B" FIXTURE �30F3� NOT zo sc ZE A ��y�H o� yr�� �� � L) 97, / 1p. Jimmy L. Taggart Uc. No. 22841 �v� �'®.,� 08/25/18 {�� �I:QN4I Sly , .: Fage Zlf 2 :... Terms. and C€ nditioni of Sale hiip./iikwindust es.noire/,SubmiiShe' t,4sp 7/12/201 - ' 'I � M 1 'I Iiiiiiii ilii iilriiiiinliiiiiii .: .: :: ..w*;rwz :.: ' 1111 .:- .... "<:: 1111 h . .. : 4.: is bl Lv)M€rwjf,6 :.: spvci i coif i : i }its it'er3 Ey 66 A-, :capable Jum oarre v"hich has beers': y, r.....».,....:..,�,., ..: t.3 f['- '�_.,._._ ..,4 <' -: :: tds'sigsTod rx$ tosimd to _onsistent color ,.:. EFA: : -xr 7 ;:.:. .._._�:, � lorOVta" ati."seai nCE7 anG:sy-,"r7 ,a-iev4, ..Cr€?p,., li iiity. a:.. ._.: r:. tg ... Length; { . '�✓.: � '�:M_. 1.11_1.. .:. ... ®:All cora igurat ons O tla:S lUrmri+lre ri:4'EB 1{ 1t'',`�r.4EiiY: 1111 11:11 ,BE. sm) :.'.: ,�, ._,..._....:.::',✓' # 1111 ..,: :.; ,{ :.-.: 1,111: gg 1111 1111:.. , 1111_ ,1111. ... 1111. Erards Sy7LC£fl„a1 i^ i}t .'74".£'nai r„ cons5s 3r1Cy Ydkttf : a3 : . ThiB lumStaai r- is Ae C: (i',fi,-,d hitt ar< ,,pcl u i'h .: .:: .;,: .. .,.; L ... -1111 ': DTLO:oi9nlmis rnar1;C°db jKRO”. 4 0?<`C"+�i}')s�'•r,, :' .: i$@iOv : 33rd 1111' : .a DTt_ s.7t.t f'S"�6ipo4� d luPtER6i,r % mn . T 'iL`-ir+ ' .: Wei, °'., 1111: <i7 L;5 ..: i -ate: .. .. ": Fa��:: T R 111': :. spec ! xtiun ib lux ina3ra to p: AOCCinxro! 1 .': imP.%}%.. .:._,lFok - 1111 ... .. 1111 ,. ..yy gg.: :- 1111 .... i 1111 .. S-, -" 9 .. - s:,.:..,,..... .. _......::.. , - .. .. it:nirr,-.ar ittt, t 1111: :- 1111: : ioteropo-. eb y ` _ .._.. .-.......... 111:1:: 111.1:, i:::.. 1111.:.:.. � .'lh;a kiuktri3S74': i$:t.,ar!' T.?j 2rl A CHCS€:<,:E'tci SGtwion fo. Ri?AIv9 rXf6JP,v1 Mrela5s ccrlr4l.n Ak, , s, :: t (J(iTYi6;tr:E,p 6Ut»Q{ t'9a boK Ci3Y'tr 1 CL7ii 3HF3t3iiitp viith simold ctir-,mi SIG f,>a;'schen o3 di' ,' ,f xrtl d kites area control optic s.rnarked by a s`i 1�;: :. :.. - -.:- :-. 1 1 1 1 .:' �� '.:.:. 1111.. .._ 1111_ .' Td. learn mrr e abij1 A 1 ' :.' .: .. :. '.r'r$3t Y:b1Rk ecu teabrandx �i)?t .:. .- 1 See:ordarrna't ee f ciewik 1111 1- .1:111 -': 111.1. .....:. .2,.A',Ci2£drfidd.uGlUtie(!S.Yi i:.RC'f�tIrdo,u:'$thet.ordai: - t Gf:onokG><✓ node:Re0 iu .,ratrc.:$alc35eparatelya . p R4Cadit+nrrp�iID`343�4'kt °�'.. ". :.: ''.' : :.. 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Pip. <<.<..:•". ,,yy .t i. u'G£fPt;. i} " .;% f : .t7t'.,'..'.:: adlAiU5ei.tki`gii,'di:i:t: .-: '" t1 N,�'§{.'.:: Fe1�i'3', 1111 .,- : 4Y �..� n.,.,,Fi 1111..: ,..'-. .Nero ...ri .:::: FxE .:.:: :rA� rtJara'Masa';y,8.35.:3c':tsyrg'x}'t;;asi {t, i=rincaeiant¢ztSiz'.: ...:5}€ 5t4itr: :::. . I RD6i,Y0:::: '-a..<a,idwrts 1 1.11:' PINI ..:- i3l4nmt 3ruust�air rr,'Gs -Xr'Aiia ice re{gerf D�4,:r :' :5N .ds# scam 1.11. .1111 .. ..t.. .,ce,3 x. ..'T b... W,1'1i. 45� P P ":. :.::I: 6P,lE%ii::.'': IhIii,'a 1II: , 1 . l-are-Lik"'?aiko.c K. i :s,,,'Mi,3:tr✓',"4.'px&,"atii43i"!`�. ' -1 .BS tari.tp':Rt 1 111;:. P4tFfC3. 111 1 :, 1111'. :: :: oj,a],a,3iiwrir'm .:, : ::::.0 ©:tg;.x9'.. . I' ':' PIRA7Kav:' IsFks,Qxra,'iwftivr S .':.aA is}i lair rirss.,,akbx �s,' :-'sS Ixternawt.3rsNw :::: :-:-:' 6�vNti.XD ':' as,J.c;t .w`e: ... :: far-.a':c�rx'.�r�r,%:%: XR E . ^. ^x :.<R:> u J f Gil* ,xmg a 3012 h<, ,. Nr 7 9N)r:.. P sS. Cf :? te.r. fillnyhts ed, sr'�.4�:•-1,€3fPr.,,ey sran,rstyrhwxt. tt+a. :o TYPE "B" FIXTURE �10F3� ... _...........- ......---....._._...-.._........_........................._._._.._......_......_................._,........__......._...._........._.................... _.__..__................... NOT 'I'0 SCALE �� : :. . . Tercels ant Conditions of Saie RMS _... .. . Net 3i days frons the diite of ,company's.invoice unless otiie w � .,,per€ rod, A }'-I/2% per month late charge will be: added .. :::t€i aetxzr nhi. past Atte: : .. 111.1 .. P6bfG F:id,ps cz-:,s are siibjocE tci shangr: wi�€out nuTtee. f'6i sr?ssinis r f Uri e she6m sn tza nay iihhgates.CCino,?n, t6 ::.Il tra - th,e puruhase P oosstsssi+io:$5'uch p 9cp sh�2, Ail erders are subject €b Bohol approval anG amdptance by the Cornpo y: oncE '.. .:.- �.aecr?loted and' araprasred3: orders:wiii:Lie bi3#ed ✓�t prices carr-htiN. in:effec,t at.the'time of involcting, or at: paicea cit:rsted:hy the '.. 1111:. :: Gorx�panY:ata aGr pt6ri tap:i'E PiSrnh;�Gar i#the rardc's §nra?}Ivr.S an-.iierre ar iTems ccive'ret#;try: speclal q€ otabon. THE... :-.MIPfJR7i}z��:Tf VO.ICE rH iRGE:SH7aU Brz $,W.t.3if:NET .- ai�RY:: .. . 11.. ::.., Ali gc,&ds 5bid are deliverable r,O.6.,I€t indtidries, Inc„.Sugar Land `texas s7�'M : 1111: .-.. . ... ::.. :”. 1.. 1111 : ikEs _ . The Compan:/`6 prices db _nnt include Federair St ,te or municipal sales. use, excise, or sirniiar t axes, (ornc ciuerrdy; ti a compan y'r erve; the: right W edd to t7ce sales price Cif RI5 produIA any taresent o f,;Wrc::si£1r5, use,.excice Fir t th"+':similar. kax svh de:shaii ae paid t�j< Fhd P arrhase,;, nr'it�:3inu thereaf,ThB carchaser s+7alt:prrv3elc the Carnf acy'aith a tea ate »paten. : ... ... ceMfic"ute acteptsbie:to:tbe taxin=f atrtharides: _.'rReatint 111 1 ..::� - ::.! .. .- 111 1 Ail of the.Compary's:products ate pr3Ced and sold f'O x; KW Vidustries, inc., Sugar'..and, Texas 774x79: Transpo fiat,on clihrge s i0l lie l*p6id: iy the t;ompany and:a¢ded to:the ne sale ;price unless:specified by the Purchaser. The Company trill sppci4, the method and roufing of all pradu,":"s to erasure the:mok efficient aced eccmomica' ship£meat in E ehaif tf aha:Purrhasar: Tire Pu chaser i+lill "assume charges for spec ai:se vices such as Cal Gage,:a fratght, expiCsS er ri,nitipla deliyede� ori one order: . : CA1sECi.3..A'it7N .. .. _ .. :: ':The tvrjnarj:Gotrsvint of ihp CGrppany shall be obtained prior to a cancellation of any order,: Cancpilaicn of or,, cinder tray 1111&ubjeI the F`urchaser`to-a canceilation charge based upon experi+es; atready incirrrea and eo[nmttmeriCa-.mace 6y -tile !. :.i Company.:. , - .. i :.. ._ .. - .. ..: 1111 .. :'.. 1111,: 1111. :.ii : ISpogmC:w jtten iequest:artd arrmyemevtcs mush be made in advance for Purchasertc obtain -credit or replacement an . r iabyria$ rabirned.. or: matertaj accepted for return, Puiehaser must:Prepay ratunn shipment and: { ay:mininaurn, restockin :charda of 4C % plan a iy charge; r:ecessary tv rework goodg to a; resaleab! condition. C ustprn:3abriuited products try '.:specl.al order' aria nat:%1bject to return. i3RRE,RMGE git:l<! .: :'.' The £tin;paziy is-not'and'shatt no;• be habte for delays: iia shipment. or' delivery of Its prods cls v her cazisea 5y sf kes, s, : : :::hurric ries, civh tisord&; fires,:material shortage: breakdor�ra.tn:snariutacturiny facil ties tar any other'.cause beygnd:its - :...... .:. reasonable aiintroi. Any: clairh€ 5 for durneres,'.less or sho tage in transit.must. be math. by tt3e Purchnserr to the ,jehveririg :.: . : car her: The rfsk of toss pass:.s:tg the PuschaSav upon 060ivery #xi the carrier ... .. .11 : t il+iiiEkiaVAlti2A/dYY':1 . : . The C ri ¢a iy xvarranty to Purchaser that at's products will be tree fraivi dereas in imateriat aind workmanship far a,.periad Gf :: orae yearbon'the date.of shrgrtiertt by krin Company (the''f�trrruri€y Period"); Thl5 Warzanty.specificaily exciltdes fatigue . Failure:iii is4iiiilar 0hi ,haritena insulting frcrn:Induced vlbradon, haiiy i6hic osciiNtiriie of resoriance a scrieatee, with file rtrovetmn a¢ air curcettts arose 9 Che p e uct.: If die ing t,, YVarr�3nYy period, the product: prques de"PI t,ve In material o . worlxmaoship? the: Compan,F aiiaii corrrad any defect, at it<, option, after by repairing any, defective parts r bi, Inking . availahtt at, are izompajr Y> pd rd, a repaired or,replacement pare at n charge to the purchaser €f the �urchaver prnrasftty n tiFi siYee'campa[iy:aad hithishes proof of Purchase, ilia:F Fluty rif the company rrrseisrr.thfs Warranty, or fors any fees or' :, .; oardislid ariSPng o.......ar r.... s. ted wtFh,, the design, nil wf ha; ing, sale cr use of its:pr0diJc tS, whether the elakill. is based ur£: cohirack a+ negligeoce, shah nit exceed the price aliecablo to the v aiue of fixe uraduct or part which e Ives rise to : . thc: cisifra::afiei ujiisti:oMp'rs's"'s't, in of the war:rantu.Period:all:sueh liabiilit:y shalt terminate, he Convany shalt not the:liable for - speciat om: seguendal:itamage_� inc&killing, but not limited ko, Sus;, of.proflts or.revenca,_tnss of ukof Yate product; ixzs! Of. su#sttfute' pmduae& ldi�r:chdre#es to remora rzr reinstall the defechve product, ,,qtr airy prodv,a transpo tatfcin expenses tat andR'roai.the cvnipany`,t, p€crit if Paotory:t'epair" ar.r p£acern(ent is necessary. fVci warrainy.�.:irrao'e:xiti-r'respect �- w para err` atiXillary %a prttenC stat:Me, pfattured by aha Company, t'he foregoing Warranty is ex-dusivie:and in ilea of aii other wai unties ewhether nvaittets, a eel, exprees or imptiec and 9,101 constitute €he sale and' axciu i:e:re,nedy of the . : ::-.: . Pureiiaserand liabali yof the opipsny. N.P I,IVARRAt4 Y O3 . tEp,cHAwfAeiLi� TOR FITNESS:Fr7R A:V?ARTICt;l,.r€lt:PURPOSE, ... SN kl l A4 i iY, he:, ridj anyl, ::prosduds are reit sold as:a "coruumer pia uce" tan ler 15 €J<5;t. 61231 1, .: i'GENERA;L l 1111. 1 111 . :Keil .int?ustxies, Inc. reseives :tfi� right to change any.feafure Gf acs pubiesned spectfrcations. withobt .- lice- to promote prorlucT ml;srxevemer;t,ariei)czr a4i.osw e?z' snakeE-iak: avattatiiiit;. The contract for the: sale of goods by levy shall tae perfbrr afle : : in Fort'Dend-County;Texas. .. : - :.:.:: ::R, kcee subjject to cheyige:withoui.nonce . - . h€tp //IMI`ihd-dsitits.c.om/a $4bin-itSit�t.dsp 1'i2I2IIl 7 NOT TO SC TYPE "B" FIXTURE �20F3� .__.._._..._.._..__..._..___.____ ....___......_....____.............._._......_....._..._______....._- ..._..._.,.....1..11........................._ ...._. NOT TO SCALE I ' s TYPE "B" FIXTURE �30F3� NOT zo sc ZE A ��y�H o� yr�� �� � L) 97, / 1p. Jimmy L. Taggart Uc. No. 22841 �v� �'®.,� 08/25/18 {�� �I:QN4I Sly , .: Fage Zlf 2 :... Terms. and C€ nditioni of Sale hiip./iikwindust es.noire/,SubmiiShe' t,4sp 7/12/201 - ' 'I � M 1 'I CHANGE F DESIGN FIR .SFR, , 201 0 COUNTY R VI IOI 0612511 DATA 1, 4 , d Iiiiiiii ilii iilriiiiinliiiiiii 1 :. LE t^i ea Li.�: 1CiCai'i"t j`�y,.we w.�: E .: '��g pg ,�q y t rC.� t > ,U .d�?r � t \ 1 __ t l .- t t ". :.: ''.' : :.. ':. : -4 • :. .i.:. '-' 1111 _. : : - _P, Ie i:UiYtItiail* ': 1111. - ....,...:; '.: 1111 ..: -' w • .:p@CjCBlOYiS - .-1111 :.. .... :.: 1111, :.. '.' 1111 t. it- .. .....' . - : :: This i'{gip} iS Sri ar::>ap b e Eitrj i,; we. Yvh)t;"1. tt'es$ b.:,v'�Sn::. � .. �' .:. .... de § r d-3' 3r; rovide'. c bri&iaFent coi>.r .: � .. s i I t 4 t r. 1 ,. .i 1111 1'3,, , — , 5:, i .: ;i..: -. iN '..i. 1111 1 1111 r :.e :iargt}s.. !� ,festi>r ap earance and sa'ste.n-lesiel:fiit_-ii) eraoiiii .: .'i''.: :.'.:.'. 1;1;1,1: �' :.: .' ---:. 3,., , I �,,:,_.:. ,..v,.<...,....�/) , .. ...}:SAara ,. A t .. .. T` --•" 1111 111 1 .-_ .'-� ,-s,' n f1§l.C3n,i 3ar3YtC+hSJ{.thli..uri3�n^�rP�Yi:d£?. Y::H r14,.tr3Y' .. .... 1111 a �rar7:.:5`.8 'Ci£iG3fi(7r14.„ : r - t • ..: .. i�dtE§TYff : : i3' :.. 111,1, 1111. 1111. .' - PC'm.!a iC4„PSt....?:n'.:}? 1111. .... 1111 ::j ': ;: , : : i (tact.) -'. . .': : :. :' - : -: ° m; :. '✓ ': 1111:. .. 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Area, - ----------- - LED 1 urninaire CD w 0 F_ aiill,,t U) w w 0 lh. ri+ u sere iEXAMPLE. 61 < C\1 z F zo CL 0 w .......... ....... ..... ... . ....... . tLij KAX LED SIZE 1 NOT N_ SCALA b 2 f TERMS Net at) days from the. date of sPeclifled, A 1-112% iaete will be addlid to acci,3iris prix due: itutipa to ohrl9e lint -ice, Posseii,iiiml Of lh,ic,e sheets In no way obiiw fAmpany. to seli Lo mm firieS appravai andaaepunce b ' Company • A!l moods sold are detivarable �,t?:17- KYi Lnd'aSLrin inc 3a9ar Land 7 xas 77478 cwhently in efliecitlt the tirreof, inwidtig, w atprices itivelted bythe and by l,be THE CJ ­1A MMMUTIINVOICE 'TAM :Conewy rol add. Ot pre,,ant rbe, Old 1rythei Pohchitsw shall pnvW6 the, aCe to Che tax P9, All ar ire Company's pr6dillir are, psad and mi KWndU -lb be prepaid by the Congwy lind anidei to the Der,5;ilea sperifled Oy the ROUTING -rha Core ny will the meteqtXl and ting cf all to en,lure the most efficient 3J3Yi1 emnarthmt ill vi the: Ptnchacar, spacial 5 s u s fei 9 ht, gxpreygar CANCELLATION coptmy be obte nd dirr to o, of ary, of l.A ay ad, ilia a'i'i€r..Na aaose .0 esi afrangsment& must De made b25 dtsx rrce orf Y. spn obom newmad.P. Or 4Oea pf", tir�eie, by DELAYS; DAMAGE OR LOSS .,the 15 not "hail not be P,afle f4t dlay. ie ar of its by, sirikes 6t; material erecikdoan ih any, cause beyohd it"5: ladle O tfie to the rinpany to il OF, fte From dafect8 in rhaterW and for a Caad of of libbirillarit by tbe,Cgrriparty (the Warearity, sped �:aiN fatii�, I I I � . . . in, k tie 4rr "alklit oes r sinihair phengleena resuith,g fttim Oducea vilaratiun, h�ronlc ilticiliaticie or with ifte. Cppzny and The cut re.iIe he 191 4", whether th.e alarm is wntrad ar qt,gliq 'V -the value ofhe pmdQ,,t or, ence, exceed the part qpOn "Piraum of tile Warp/ Perii,d Tbeconipary slialf elttl ..... .. .. . .... xs pral, express athe CarnoSat OF OR FITNESS VOIR As PARTICULAO, PU06SE 1 L5,0, 1 5;C,62�A I ,Inc-: the sight to chziip.any. feiaur. -fits PoOlizheti . . . ... .... and/0, allew for curikTct: far Lite safe of gnods lay Rw ire NOT I KAXLEE. Area, - ----------- - LED 1 urninaire CD w 0 F_ aiill,,t U) w w 0 lh. ri+ u sere iEXAMPLE. 61 < C\1 z F zo CL 0 w uj tLij Lu t3 KAX1 LFD P4 40K R3 WOMS)IT11 D09Xi) (0 U- P2 409 t= 'K fl < u? P.4 IL C) 0) C\l CD cy) < in..... 0 PC 0 LL CL uj X) w 0 1K . ..... ... . .......... . . C KAX LED SIZE t - NOT TO SCALE Jimmy L. Taggart Lic. No. 22841 06/25/18 A 06/25/18 DATE JULY 12, 2017 SCALE AS SHOWN -- - ----------- - .... ........ CD w 0 F_ U) w w 0 u > 61 < C\1 z F zo CL 0 w uj tLij Lu t3 (0 Z U- z 'K fl < u? IL C) 0) C\l CD cy) < 0 PC 0 LL CL uj X) w 0 1K CM C z lu 0 C) 0 CL 06/25/18 DATE JULY 12, 2017 SCALE AS SHOWN CD w F_ U) w w Z > z F CL 0 w uj tLij Lu M (0 Z U- z IL CD NOTE AC3A WILL NOT BE RESPONSIBLE FOR THE THE REPLACEMENT oFTHE GRASSCRETE IF EXCAVATION WITHIN THE EASEMENT IS REQUIRED. ;CONCRETE O�LN�� /E ' MIN 6"OPTIONAL DRAINAGE BLANKET 0FCLEAN CRUSHED STONE (R CONCRETE WITH NON -WOVEN GEO-TEXTILE0FORMATION AND NEEDLE -PUNCHED GEV-TEx*nU[ COVER. LAID LEVEL FOR SUV -GRADE FILTRATION OR FOR RAINWATER HARVESTING NOT ?0SCALE / /No Parking) 1.0' --- - - g Planting Sidewal 1.0, PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. Typ, PAVEMENT SECTION MAY BE REVISED BASED ON ' ' 'yr '� ACTUAL CBR TESTS OF SUBQRADE SOL PRIOR TOSLOPE `~=--'|natoU oidmvvo|k as PLACEMENT OF SUBBASE STONE. shown on plans. 3000 psi concrete with 4" stone base. /TYpioO|\ 95% COMPACTED 21A || LU 6' SIDEWALK | � STANDARD EDGE DETAIL EXPANSION JOINT AT MAX. 50 FT. CENTERS TO BE BITUMEN -71 l_ | IMPREGNATED FIBER BOARD ' / -- 1^ CLEAN ASTM c-�� S�ND ---—_` --6" MIN GRANULAR ' --��CLEAN SUB -BASE 3/4" MIN. - DIA. AGGREGATE ANULAR 4 �E 3/4" MIN. DIIA.Z 700 PROVIDE FILTER FABRIC ALONG OUTSIDE EDGES OF GRASS -CRETE AREA GRASS -CRETE DESIGN BASED ON CBR VALUE OF 4. 90' - ELBOW NOT TO SCALE - LACE -- -- --- - ----'-- TYPlC6T ENTRY ACCESS CROSS qT7CTTA0 NOT TO SCALE *PRIVATELY OWNED AND MAINTAINED bL 441 Ego 7" )ISTANC -X�670 SF 2' SECTION OF ~ PVC WRAPPED IN FILTER SOCK TROWEL MARGIN 3/8" AGGREGATE / uvmuvE/E -71 5 6. ~- 7/l O 4"SOLID PVC PIPE TO DRAIN TO STORM STRUCTURE #10 ,�'-- --- I-Ar-4V\11�"�w�^~-.._ N ORTH BOUND LANES It 717 1.111, rr - - ----- ACCESS MANAGEMENT EXCEPTION APPROVED BY VDOT ON --ROUTE 29 4-14-17 TO ALLOW 235' BETWEEN COMMERCIAL ENTRANCES OUTH-13C)UND LANES-,---- SIGHT DISTANCE PLAN �vounm,c o ,uo/ 95% COMPACTED 21A PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. PAVEMENT SECTION WAY BE REVISED BASED ON ACTUAL CBR TESTS OF SUBGRADE SOIL PRIOR TO PLACEMENT OF SUBBASE STONE. / / ONSITE PAVEMENT SECTION ` SP13) NOT TO SCALE 475 47C 455 45C _n 7. rnux � n ;FljJ-R ALL 8-E[,4DS F(NR TEE Of WYE FITTINGS 10 ANCH(A IF ON, Wil Zi x RE ��- AS REQUIREO 'ALL WRU15T SW K5. SIGHT DISTANCE PROFILE LOOKING-RTZIN RT OUT SITE ENTRANCE . I = 10. VERT, 1. = 3O. D0BI% WIDTH VARIES 4,000 SJ Concrete at 28 Days 1 off '(\�� 0 �7^ 10" VDOT 21A - COMPACTED �UB-�''ADE | | EACH WAY || 95% COMPACTED . . 1 TYPICAL PAVING SECTION 7)CONCRETE PAVEMENT & DUMPSTER PAD SHEET 13 of 1 SIZE OF OFEET) 024 1,50 UNd Zf510 101 45 L OUR 11 6l 17 0A3 bll 83 4,00 283 ev, 51 - 'ALL WRU15T SW K5. SIGHT DISTANCE PROFILE LOOKING-RTZIN RT OUT SITE ENTRANCE . I = 10. VERT, 1. = 3O. D0BI% WIDTH VARIES 4,000 SJ Concrete at 28 Days 1 off '(\�� 0 �7^ 10" VDOT 21A - COMPACTED �UB-�''ADE | | EACH WAY || 95% COMPACTED . . 1 TYPICAL PAVING SECTION 7)CONCRETE PAVEMENT & DUMPSTER PAD SHEET 13 of 1 490 485 480 475 470 465 460 455 450 9d 2-4 rF) G 490 OO :5-. .. .. ...y . ......... .. .. PROFILE_ <— _.__-_._._.__..._.....__....___...._......__..___...._..__...._.. 30' HORIZ 30 0 30 60 90 SCALE: 1" 30' ERPRISES,-- SUITES LL <", _. cm LLe. (PEN ul ' POINT l FLOWLINE"" _. w PROPOSED, GRADE _... EL=470:71 . L uj- ,d ; .� o _.EXISTING GRADE--- ___ ._ - ____.».,______ _,------ __..__.___ - - -------- ..._ _._...._. _ ..... _ _.. __.....___._.. Lu c� ----------- -- ___.......,.._..__.._ 74.37'---r---SDR26--PVG --- EMERGENCY (N- ��' _ _.. y < 0 ENTRANCE "1'`' _._.».._. _ s p p _. ____.._.-- _ p� _ � i _.... FLOWLINE EL=470.47 Lr it ,POINT A z `« 059 SLOPE _...... 75 10+00 11+00 11 485 480 475 470 465 460 455 450 65 PRIVAT SANITARY SEWER PROFILE WSTFLD 2-4 to G 4b 48, 47 47 46, 46, 45. 45+ 44: 441 43. 43�( 490 485 480 475 470 465 460 455 450 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 390 385 380 4 3 4" FIRE LINE PROFILE PRIVATE PROFILE_ ____.._...._.__....___........---...._..__------- S P 14 1 " = 10' VERT, 1" = _.__-_._._.__..._.....__....___...._......__..___...._..__...._.. 30' HORIZ 30 0 30 60 90 SCALE: 1" 30' ERPRISES,-- SUITES LL <", _. cm LLe. (PEN ul ' POINT l FLOWLINE"" k EMiRGENCY _... EL=470:71 . L uj- ,d ; .� o co CL z Lu c� EMERGENCY 00 ��' _ _.. y < 0 ENTRANCE "1'`' s CENTERUNE .. LJ � i FLOWLINE EL=470.47 Lr it ,POINT A z `« 059 SLOPE _...... ... .. ....... s GRADE A.T:: :.:.:.. ... .. 490 485 480 475 470 465 460 455 450 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 390 385 380 4 ROUTE 29N CURB PROFILE_ P 14 1" = 10' VERT, 1" = 30' HORIZ 485 480 475 470 465 460 455 450 445 440 435 430 10 490 485 480 475 470 465 460 455 450 1+6: 48( 47' 47( 46` 46 ( 45' 45( 44' 44( 43' 43�( f i 30 .0 90 ��58" WATERLINE PROFILE SPI 4 = 10' VERT, 1" = 30' HORIZ 485 480 475 470 465 460 455 450 445 440 435 000 TMP Bi1H-2.. _C ODi il/ZO PLACE ... ..... MUMMER Of ERPRISES,-- SUITES LL _. cm LLe. (PEN ul cm EMiRGENCY _... s IT L uj- ENTRANCE ; .� o co CL z Lu c� EMERGENCY 00 ��' _ _.. y < 0 ENTRANCE s CENTERUNE .. LJ it POINT A.. .. 059 SLOPE _...... ... .. ....... s GRADE A.T:: :.:.:.. ... .. EAS ON I INE . FLOW LO _... +........... p ..... II- _......... .... N:w w Lu w 0 o 0 p O +� +W XLd O J .— —j 490 485 480 475 470 465 460 455 450 1+6: 48( 47' 47( 46` 46 ( 45' 45( 44' 44( 43' 43�( f i 30 .0 90 ��58" WATERLINE PROFILE SPI 4 = 10' VERT, 1" = 30' HORIZ 485 480 475 470 465 460 455 450 445 440 435 000 LL cm ul cm C s IT L uj- t ; .� o co CL z Lu c� R 00 ��' y < 0 s R LJ it i s LL C L o CL z Lu c� s . ......... 4/5 470 465 46C 455 45C 44� 44C 43E 43 42� 42C 41 41 C 40t 40C 10 STORM SEWER PROFILE (2 > 8) 1" 10' VERT, 1" 30' HORIZ - -------------_ ................ . .. .. .......... . . . .. ........ . ........... .... . . ................. . .......... .... . ............. . .. . .... .. .......... ARn 4 4 4 4 4 4 4 4 4 4 48 47 47 46 46 45 45, 44 44, 43� 9 0- _EG 9 ........... .. .. . .. ... .... . ..................... ... ... ................. . ...... ........... . ............. ... . . ...... . ... . ...... ... .. ............ ... . ....... ........ ..... .. 4 > --_------- � Y-5- ... ............. 4g) .... ......... Average 75 ... ....... Y__7 ca - Inlet . .............. ... - .......... ........... ........ - ......... 10 (D Sys _j ............. . ..... .... Sys ......... .... ............... .................... .......... CO Slope ......... .... M PROP. GRADE ........ .... '7 1 --------- '7 1 EXIST GRADE 1 . .... . ....... PARKING DECK) ..................... ............. ... co .......... EXISTING GRADE Elevation Elevation CC JU ... ... .. ... - .. .. ... . .. ..... Velocity %( V) ....... ....... .. .................. ... ........ ..... WALL Slope ....... ... (min) (in/hr) . ......... (cfs) (ft) 70 (ft) it (inches) tion=10+16,72 A (cfs) 2! .............. ........ ......... ... ... ......... ... ................................. ........... .......... ....... ............. ........... - 20.62 20.79 429.30 EXISTING. GRADE._-- ------- 11.06 24.0 .... .......... .. ......... '0 , , I _-.1--l- .1--__ @ 15-267. . ............ ................. .. ........... .................. ... . ........ ........ .. .. .. . ................... C) ...... .. ... ... ..... ... - ----- -- --- 63.49 . ..... ...... ... ........ 0 457.60 1.10 ...... ... .. ... ........ . .. 9.87 _J= ............ . ........ .............. ...... ... .. ... .. . ... .. ...... .... ........ .. . .. ........ .... ... .. ..... .. . ...... .... ....... .. ........ ........ .. ........... . .. . .......... .... _V7 6.64 0.9 ............. ............ ... ...... .... .... . ........... ... Cy A -A ---- --------- -------- -- 0.12 A 4 Pipe - (113-1) 0.45 5 _- -_ ----- --- 0.9 2.69 ..... ..... .... .... . ... .... . ..... . ... ... ... .. .. ... .......... ................. . . ... ... . ...... ... ....... . .. ...... . . .... . . . ..... ............. .................. 0) 12.10 0.01 ..... . .... .. .. . . . ............... .... .. . ... .. 0 .......... 95 42" 18- . 18.60 62.48 .. .... ...... 432.00 2.88 ------------ ----------- 12.88 it .. ........ .. - 0 0 . ...... .. mp: . .... ............. . ..... ..... .. .. ........ .. - ...... ... . .. . .......... Water. 'ne.. . . .... 436.40 434.00 6.37 ...... . .... 01 0.04 61.87 7 Pipe - (4-3) 60 5 ------- --- . ..... ..... ......... .... .... ...... ..... `-tio-j- 19 26.66 441.09 . ..... ... ......... ... 3.29 -CLY51 13.56 -C _1 44.46 8 Pipe - (9-8) 0.73 5 T- ........... 6.13 8 2 eley 4 ... ... ..... 3.05 18.0 9.93 0.16 19.87 ---------- Pipe - (10-9) ------- - --- 0 0 ...... ........... ... 4.79 180.67 457.40 454.59 1.56 15.0 7.28 ... . ...... 8.57 10 Pipe - (11-10) 55 5 6.64 0.71 2.52 ...... ... . .. .............. .. .. ... ...... ............. 459.76 ........ .. 15.0 8.02 0.08 95 4 2' - 18" HDPE 11 Pipe - (12-11) Ld C) 6.64 0.86 1.31 46.23 461.14 461.61 1.00 15.0 ....... . . . ... .... .... ... .......... ... .. ...... - ... ...... . 180.67' '15" HDPE a 1.556%. -------- - ------- 0.21 7 _GRQE-_ ..... .. .... .. . .. 5.00 5.04 .. ...... ------ --_- - N/A 0.0200 1 Q YR HG1 0.0500 . . .......... . ..... .. 0.85 .23) 15'H)PE Q 1.0070 100 5.41 458.83 0.16 8 7 0.12 5.00 5.04 0.78 On Grade 0.0100 0.0200 ------- 0.0500 2.00 0.0200 0.47 .............. ... ..... ...... . .......... ..... .. ...... . . ...... ........ . ..... .......... . . ..... . ......... . ......... .. ... ... ........ ............ ... . . ....... .. ....... ............. .. 461.68 0.13 9 ......... . . N/A . ........ N/A MH N/A ..... ........ . . . . . ....... . .................... ........... . ............ .. ........... 36.42' 15 _HDPE -0 1 0.0200 18.61 ---- ----- -- N/A N/A N/A N/A 45 0.43 ------ ------ --- ---- 1 ..... .... ... . . ...... ...... . .... . ..... ... .. . .... ............. ..... . ........... ...... N/A MH .... . ...... ...... N/A N/A A ME -COVER---- N/A N/A ..... . ..... . ..... .. .... . ..... . _0 -- ---- .... ... ..... .. .. ..... .. ..... . . ...... N/A ..................................... 11 .................. ........ . .... N/A . ... .... . .... N/A MH - ---------- . ....... ... .. .. . .......... . . ... . ... ..... .. .. ... ........ ............ ..... . ...... ...... ... . ......... . ................... . ........... ...... . ..... __o ... . ....... ..... .... .... .... ... . .. . .. ...... .. . .... .. ....... .. .. 4!, N/A 12 .................. ................... .... ....... .. .. . ....... N/A N/A A N/A .. . ....... . 0) N/A N/A N/A N/A . ........... r*_ .......... ...... ....... .. . ................... ...... ....... ............. . . .... .......... ................ . ........ N/A 00 04 10 N/A 01 N/A N/A ........... ................ N/A LO ............... .... . ..... ... ................ ...... ................ ... .. . ....... .. . ............... . ...... . .... .......... . . . ... .......... . ....... .... .. ........ . . ........... - . ....... + ............... ...... -__----PROP__GRADE-_.__. N/A N/A N/A N/A N/A 14 ... ...... .... .. .. 0.40 5.00 ... .. .... . 0__ __ 11-i ..... . ......... . .. N/A - ------ .. . ........... J N/A N/A 35 1.81 1.81 N/A N/A N/A N/A t 11 11 - 1� 11 15 --------- --- . ......... 0.25 5.00 it ------- MH - 7-F � N/A .............. ....... .... ........ ... . . .. .. . ............... ..... . .... ... ... __._ ... .............. ...... ....... N/A .......... .... ..... ....... N/A It 2- . . .... N/A N/A ---- - - - ----- --- ----- --- ---- --- F ------ ----- ---- 71 >'> zz- � . . .. ..... ..... .... .. 30 - - ----- - - zz U) - - ------- .... ....... ... . - ----- - _F_--_-___,___, ----- - 8-+00 ' H ­57.'� 6` ­­ ­�60_ HDPE -9D. 48%­­ 21+00 ---- ------ EAHK ------ - ------ - -------------- ...... ---- -_ 5 5,20- hurt V - ------ Ta, 4-3 _297 - --- ----- 2A�- . ... ....... - ---- ----_------- ­­ 7`1 - ------- j"--_-'---_____ . ....... - :_11-, 5A �00'-----18"--hDPE- @ 7,57% HDPE @ 7,,,57% 7 DPE_,@A6,77.___11.11__1__1 -1- _=JN1tRJ_0R_.'WER_'WALL',_' - - --- - ------ -- ---- ------ - -_------- - DPE_' JTyP--)-- -- -- --- Ndiff 5 ip �-24!!--HDPE ---- -- ------ HDPE --@-G--84%-------- lev 442.7 6C-­-W- HDPE­1*�-6-.-37%' ....... ..... ------ -------- .......... . PMIE -- ------ ...... -- ------- ----- - ft' CKOLL/ A C_ W A T ------- . . ............. ........ .... FLUME— NA _Q0RRQGAM_RDPE19 ------- ....... ........ . ---------BACK-RLL--41ATER4AL-f3EL-GW--AND-TO--BE----. _00MP __SY8"EM_..AS:9ANUPAC`M . 'TA 1-'FO6%-'--- .06%, nV Arlic, AD rr% I EN T GONTRACTOR TO .... ...... ...... . .... . .... . . . . . ASTM D23e . . . ...... . .. .......... -STONE-, OR-rGRAVE[­-'AIi6_k SHED -h ---PROMDE-'SHOP -DRAW NGS"FOR'-ENGINEER- - -------- ---- - -_ --- ---- . ....... UNIFORMLYAN-12"'1305 -ftff)­-LIFTS -ORDER-ST0RM-STRUC11JRE&- - ------------- AND-COUP NCTED - ------- -- rn -BELOW-AND-TDSIDES-OF '-STRUCTURE---- . ............ -- --- - --- ------ ---------- - ------ - ------ ...... .. ------ it 00 LO co -!R------WALLS... 50� ;R-0- ---- - -----N_ 4--q� - - 0 t8 . .... ..... I p, __0 _Q, PO K) 00 --------_----- + . ..... __ ____ - ___ . .. ..... .. (0 to U') ----------- ---- --- ------ 77, ___.J� ....... ......... . ......... M . ...... - --------- .. . . ...... .... z -0 - ---------- -------It,- ID11- --- - - - ------ --- - ------- -- - - > Z'Z Z--"-, - - ------------ z1z ....... . ... z . . ...... ....... ­­­ . ..... ........ .. ... ..... .. . .. In LLI U) LLI V) 01 -80 11 A 1- 00 12400 1 14 00 15 00 16400 17400 18� STORM SEWER PROFILE (2 > 8) 1" 10' VERT, 1" 30' HORIZ - -------------_ ................ . .. .. .......... . . . .. ........ . ........... .... . . ................. . .......... .... . ............. . .. . .... .. .......... ARn 4 4 4 4 4 4 4 4 4 4 48 47 47 46 46 45 45, 44 44, 43� 9 STORM SEWER PROFILE (9 -> 12) 1" 10' VERT, 1" 30' HORIZ 4Rn 4"; 1 475 1 47 470 1 47 465 1 46 460 1 46, 455 1 45 450 1 45, 445 1 44 440 1 44, STORM SEWER PROFILE (10C 10D)_ .......... . .. ............... . .. . ... . ... ............... .. . ............. ........... .... ....... - I" = 10' VERT, 1" 30' HORIZ ............. ....... . .... -.1-1-11 ................ . . .......... ....... . ...... ........... . .. ......... ........ .. .. ................... D D D D D D 48n 47� 47( 46! 46( 45� 45( 44! 44( 43! 43( 9 Element 9 ........... .. .. . .. ... .... . ..................... ... ... ................. . ...... ........... . ............. ... . . ...... . ... . ...... ... .. ............ ... . ....... ........ ..... .. .. ... ..... . ...... ... ............. 4g) .... ......... Average 75 ... ....... ... ... .... . ca - Inlet . .............. ... - .......... ........... ........ - ......... ............... ... ............ (D Sys _j ............. .. ...................... Sys ......... .... ............... .................... .......... CO Slope ......... .... M PROP. GRADE ........ .... Time .......... EXIST GRADE Flow . .... . ....... PARKING DECK) Flow .. . . ................ ...... . ............... ..... .. . . .. . . .. .... . ............... .......... EXISTING GRADE Elevation Elevation CC JU ... ... .. ... - .. .. ... . .. ..... Velocity %( PROP GRADE r ................ ... ....... ....... .. .................. ... ........ ..... WALL Slope ....... ... (min) (in/hr) . ......... (cfs) (ft) 70 (ft) it (inches) tion=10+16,72 A (cfs) I .............. ........ ......... ... ... ......... ... ................................. ........... .......... ....... ............. ........... - 20.62 20.79 429.30 EXISTING. GRADE._-- ------- 11.06 24.0 .... .......... .. ......... '0 , , I _-.1--l- .1--__ @ 15-267. . ............ ................. .. ........... .................. ... . ........ ........ .. .. .. . ................... C) . . ...... ... ..... ... - ----- -- --- 63.49 . ..... ...... ... ........ 0 457.60 1.10 ...... ... .. ... ........ . .. 9.87 --- ------- ............ . ........ .............. ...... ... .. ... .. . ... .. ...... .... ........ .. . .. ........ .... ... .. ..... .. . ...... .... ....... .. ........ ........ .. ........... . .. . .......... .... 0 6.64 0.9 ............. ............ ... ...... .... .... + 0 !9 o o Uj Cy A -A q� -------- -- 0.12 A 4 Pipe - (113-1) 0.45 5 65 0.9 2.69 ..... ..... .... .... . ... .... . ..... . ... ... ... .. .. ... .......... ................. . . ... ... . ...... ... ....... . .. ...... . . .... . . . ..... ............. .................. 0) 12.10 0.01 ..... . .... .. .. . . . ............... .... .. . ... .. 0 .......... 95 42" 18- . 18.60 62.48 .. .... ...... 432.00 2.88 ------------ ----------- 12.88 it .. ........ .. - 0 0 . ...... .. mp: . .... ............. . ..... ..... .. .. ........ .. - ...... ... . .. . .......... Water. 'ne.. . . .... 436.40 434.00 6.37 ...... . .... 01 0.04 61.87 7 Pipe - (4-3) 60 5 6.64 ..... ......... .... .... ...... ..... `-tio-j- 19 26.66 441.09 436.63 3.29 24.0 13.56 0.17 44.46 8 Pipe - (9-8) 0.73 5 IF ........... 6.13 8 2 eley 4 ... ... ..... 3.05 18.0 9.93 0.16 19.87 9 Pipe - (10-9) 0 0 0 ...... ........... ... 4.79 180.67 457.40 454.59 1.56 15.0 7.28 ... . ...... 8.57 10 Pipe - (11-10) 55 5 6.64 0.71 2.52 ...... ... . .. .............. .. .. ... ...... ............. 459.76 ........ .. 15.0 8.02 0.08 12.60 11 Pipe - (12-11) 0.39 5 6.64 0.86 1.31 46.23 461.14 461.61 1.00 15.0 ....... . . . ... .................. .......... ... .. ...... - ... ...... . 180.67' '15" HDPE a 1.556%. 46&09 0.21 7 . . ............ ..... .. .... .. . .. 5.00 5.04 0.89 50 N/A 0.0200 1 Q YR HG1 0.0500 . . .......... . ..... .. 0.85 .23) 15'H)PE Q 1.0070 100 5.41 458.83 0.16 8 7 0.12 5.00 5.04 0.78 On Grade 0.0100 0.0200 0.0130 0.0500 2.00 0.0200 0.47 .............. ... ..... ...... 0.40 0.08 . ...... ........ . ..... .......... . . ..... . ......... . ......... .. ... ... ........ ............ ... . . ....... .. ....... ............. .. 461.68 0.13 9 ......... . . N/A . ........ N/A MH N/A ......... ........ .. . . . . . ....... . .................... ........... . ............ .. ........... 36.42' 15 _HDPE -0 1 0.0200 18.61 18.61 N/A N/A N/A N/A 45 0.43 10 1 ..... .... ... . . ...... ...... . .... . ..... ... .. . .... ............. ..... . ........... ...... N/A MH N/A N/A N/A N/A N/A N/A ..... . ..... . ..... .. .... . ..... . _0 N/A .... ... ..... .. .. ..... .. ..... . . ...... N/A ..................................... 11 .................. ........ . .... N/A . ... .... . .... N/A MH ........... ...... .... ........ ... .... ....... .............. ............. .. . .......... . . ... . ... ..... .. .. ... ........ ............ ..... . ...... ...... ... . ......... . ................... . ........... ...... . ..... __o ... . ....... ..... .... .... .... ... . .. . .. ...... .. . .... .. ....... .. .. 40 N/A 12 .................. ................... .... ....... .. .. . ....... N/A N/A A N/A .. . ....... . 0) N/A N/A N/A N/A 18.60 r*_ .......... ...... ....... .. . ................... ...... ....... ............. . . .... .......... ................ . ........ N/A 00 04 10 N/A 01 N/A N/A ........... ................ N/A LO ............... .... . ..... ... ................ ...... ................ ... .. . ....... .. . ............... . ...... . .... .......... . . . ... .......... . ....... .... .. ........ . . ........... - . ....... + ............... ...... N/A N/A N/A N/A N/A N/A 14 ... ...... .... .. .. 0.40 5.00 ... .. .... . 0__ __ 11-i ..... . ......... . .. N/A - ------ .. . ........... . .. ............... N/A N/A 35 1.81 1.81 N/A N/A N/A N/A ru - 11 11 - 1� 11 15 1! P= 0.25 5.00 it 0.9 MH ................. ................... . . go N/A .............. ....... .... ........ ... . . .. .. . ............... ..... . .... ... ... __._ ... .............. ...... ....... N/A .......... .... ......... ..... .. .. N/A It 2- . . .... N/A N/A ---- - - - ­­­._­­�...-:1.-1.1 .............. >'> zz- > z 30 wi>> zz U) 8-+00 19+00 20400 21+00 STORM SEWER PROFILE (9 -> 12) 1" 10' VERT, 1" 30' HORIZ 4Rn 4"; 1 475 1 47 470 1 47 465 1 46 460 1 46, 455 1 45 450 1 45, 445 1 44 440 1 44, STORM SEWER PROFILE (10C 10D)_ .......... . .. ............... . .. . ... . ... ............... .. . ............. ........... .... ....... - I" = 10' VERT, 1" 30' HORIZ ............. ....... . .... -.1-1-11 ................ . . .......... ....... . ...... ........... . .. ......... ........ .. .. ................... D D D D D D 48n 47� 47( 46! 46( 45� 45( 44! 44( 43! 43( 9 STORM SEWER PROFILE (8 -> 8A) I" = 10' VERT, 1" = 30' HORIZ STORM SEWER PROFILE (10 -> 10A STORM SEWER DETAIL STR#4-#8 1-1111111-1.1 ............. .... . ............ ... .............. q('ATP I" = ln' f-Rop S �/y /k �O, D STR #7 480 475 470 465 460 450 445 440 435 430 425 420 415 4-10 405 400 nn 480 475 470 465 460 455 440 435 430 425 420 415 410 ........ ... .......... Element 8 A- ........... .. .. . .. . .. . . ......... .. OR Runoff . . .... . . ..... . ...... ... ............. 4g) .... ......... Average ..................... . .... ................. ... . .. ........ .. ... .. ... ... .... .......... ... ....... .. .. .. ............. ... . .... ..... . ........ ... ...... ..... UJ....................... Inlet ID ......... . ...... .... . .............. ... ... .. .... (D Sys _j ............. .. ...................... Sys ......... .... ............... .................... .......... Invert Slope ......... .... M PROP. GRADE .... .. ..... Time .......... Depression Flow . .... . ....... PARKING DECK) Flow Efficiency Spread .......... EXISTING GRADE Elevation Elevation CC JU . ........ .. PR,0R­.GR ----- - ------ Velocity %( Capacity ....... ....... .. .................. ... ........ ..... WALL Slope _4��_FIRE_LINE- (min) (in/hr) . ......... (cfs) (ft) .... .............. . ... .... .. .. .. .... ...... ............. ......... . ............... PROP --GRADE r",4 (ft) Bypassing (inches) tion=10+16,72 (min) (cfs) I Pipe - (1 -outfall) W ......... ... ................................. ........... .......... ....... ............. ........... - 20.62 20.79 429.30 EXISTING. GRADE._-- ------- 11.06 24.0 14.90 4 0 �YR HGL 48.90 IN -------- -- Pipe - (10A-10) @ 15-267. . ............ ................. .. ........... .................. ... . ........ ........ .. .. .. . ................... M . . ...... ... ..... ... - ----- -- --- 63.49 . ..... ...... ... ........ 0 457.60 1.10 15.0 9.87 --- ------- ............ . ........ .............. ...... ... .. ... .. . ... .. ...... .... ........ .. . .. ........ .... ... .. ..... .. . ...... .... ....... .. ........ Pipe - (8A-8) HDPE--@ 0-.57.--' 0 6.64 0.9 1.48 30.17 + 0 !9 o o Uj Cy A -A q� -------- -- 0.12 A 4 Pipe - (113-1) 0.45 5 &64 0.9 2.69 ---- ---- --- ........... Wo 432,00 15.26 0) 12.10 0.01 21.87 5 ---- - -- --- -- ---- - ----- 0 0 0 0 18.60 62.48 433.80 432.00 2.88 ------------ ----------- 12.88 it 61.60 6 - 0 0 0 0 ... .... ... . ......... - ...... ....... . . ....... .. ...... - 37.66 436.40 434.00 6.37 ...... . .... 01 0.04 61.87 7 Pipe - (4-3) �8_0 10+00 5 6.64 STORM SEWER PROFILE (8 -> 8A) I" = 10' VERT, 1" = 30' HORIZ STORM SEWER PROFILE (10 -> 10A STORM SEWER DETAIL STR#4-#8 1-1111111-1.1 ............. .... . ............ ... .............. q('ATP I" = ln' f-Rop S �/y /k �O, D STR #7 480 475 470 465 460 450 445 440 435 430 425 420 415 4-10 405 400 nn 480 475 470 465 460 455 440 435 430 425 420 415 410 ........ ... .......... Element c:> EE ... 7V7 C) a ............................... RJR Inlet i Runoff . . .... . . ..... . ...... ...................... Average ..................... . .... ................. ... . .. ........ .. ... .. ... ... .... .......... ... ....... Travel UJ....................... Inlet ID ......... . ...... .... . .............. ... ... .. .... (D Sys _j ............. Flow Sys ......... .... ............... .................... .......... Invert Slope ......... .... M PROP. GRADE .... .. ..... Time .......... Depression Flow Lateral PARKING DECK) Flow Efficiency Spread .......... EXISTING GRADE Elevation Elevation CC JU or Height Velocity %( Capacity ....... ....... .. .................. ... ........ ..... WALL Slope (ac) (min) (in/hr) . ......... (cfs) (ft) .... .............. . ... .... .. .. .. .... ...... ............. ......... . ............... PROP --GRADE r",4 (ft) Bypassing (inches) ........... (min) (cfs) I Pipe - (1 -outfall) W ......... ... ................................. ........... .......... ....... ............. ........... - 20.62 20.79 429.30 . . ....... ................ ..... .. ..... ........ ..... . - ................................ ........... ___ ................................... ................ ... ..... ..... .............. ............. . ... ..... Rr-I t-1% IV O;INUCTURE PLAN 11.06 24.0 14.90 4 0 �YR HGL 48.90 2 Pipe - (10A-10) @ 15-267. . ............ ................. .. ........... .................. ... . ........ ........ .. .. .. . ................... M . . ...... ... 2.38 63.49 . ..... ...... ... ........ 0 457.60 1.10 15.0 9.87 �04 ............ . ........ .............. ...... ... .. ... .. . ... .. ...... .... ........ .. . .. ........ .... ... .. ..... .. . ...... .... ....... .. ........ Pipe - (8A-8) ... ......... 0 6.64 0.9 1.48 30.17 + 0 !9 o o Uj Cy A -A q� IF 0.12 z z z 4 Pipe - (113-1) 0.45 5 &64 0.9 2.69 12.13 ........... Wo STORM SEWER PROFILE (I 1B) .. . ............ . ...... C 10' VERT, C = 30' HORIZ SN Element Drng Inlet i Runoff Peak Length Inlet Outlet Average Pipe Max Travel Design Inlet ID Area Time Sys Coeff Flow Sys Invert Invert Slope Diameter Flow Time Flow Depression Flow Lateral Flow Flow Efficiency Spread Water Elev. Elevation Elevation CC JU or Height Velocity %( Capacity to W Slope (ac) (min) (in/hr) (C) (cfs) (ft) (ft) (ft) Bypassing (inches) (ft/sec) (min) (cfs) I Pipe - (1 -outfall) W 2 CV 0 ce) 20.62 20.79 429.30 427.00 11.06 24.0 14.90 0.03 48.90 2 Pipe - (10A-10) 0.4 5 6.64 0.9 2.38 63.49 458.30 457.60 1.10 15.0 9.87 0.10 14.35 3 Pipe - (8A-8) 0.25 5 6.64 0.9 1.48 30.17 452.90 452.75 0.50 15.0 4.17 0.12 4.95 4 Pipe - (113-1) 0.45 5 &64 0.9 2.69 12.13 433.85 432,00 15.26 15.0 12.10 0.01 21.87 5 Pipe - (2-1) 0 0 0 0 18.60 62.48 433.80 432.00 2.88 24.0 12.88 0.08 61.60 6 Pipe - (3-2) 0 0 0 0 18.76 37.66 436.40 434.00 6.37 24.0 17.26 0.04 61.87 7 Pipe - (4-3) 0.16 5 6.64 0.64 18.76 135.49 441.09 436.63 3.29 24.0 13.56 0.17 44.46 8 Pipe - (9-8) 0.73 5 6.64 0.71 6.13 95.42 451.58 454.49 3.05 18.0 9.93 0.16 19.87 9 Pipe - (10-9) 0 0 0 0 4.79 180.67 457.40 454.59 1.56 15.0 7.28 0.41 8.57 10 Pipe - (11-10) 0.17 5 6.64 0.71 2.52 36.42 460.94 459.76 3.24 15.0 8.02 0.08 12.60 11 Pipe - (12-11) 0.39 5 6.64 0.86 1.31 46.23 461.14 461.61 1.00 15.0 3.87 0.20 3.13 STORM DRAIN COMPUTATIONS -1-1.1-1 .......... - ........... .......... . ­.­ . . ............. . ........................ ...... .. ...... . ..... .... - D D 'A�J�UTH op C.) 97. Jimmy L. Taggart Uo. No. Ak� 22841 06/25/18 OaZONAL SN Element Drng Inlet i Runoff Inlet Roadway Roadway Roadway Gutter Gutter Gutter Peak Peak Peak Peak Inlet MaxGutter MaxGutter MaxGutter ID Area Time Sys Coeff Location Longitudinal Cross Manning's Cross Width Depression Flow Lateral Flow Flow Efficiency Spread Water Elev. Water Depth CC JU LL %( cc to W Slope Slope Roughness Slope r 0 Inflow Intercepted Bypassing during during during during ztz tt T- 5 0) W 2 CV 0 ce) 0 W 9 < Cl) _j by Inlet Inlet Peak Flow Peak Flow Peak Flow Peak Flow (ac) (min) (in/hr) (C) 0- (ft/Ift) L (ft/ft) (ft/ft) (ft) (inches) (cfs) (cfs) (cfs) (cfs) N (ft) (ft) (ft) 1 1B 0.45 5.00 5.04 0.9 On Sag N/A 0.0200 0.0130 0.0620 2.00 0.0200 2.04 2.04 N/A N/A 100 9.45 442.24 0.44 2 4A 0.16 5.00 5.04 0.64 On Sag N/A 0.0200 0.0130 0.0620 2.00 0.0200 0.52 0.52 N/A N/A 100 7,24 451.15 0.43 3 8 0.55 5.00 5.04 0.75 On Sag N/A 0.0200 0.0130 0.0500 2.00 0.0200 2.08 2.08 N/A N/A 100 9.10 460.14 0.24 4 9 0.73 5.00 5.04 0.71 On Grade 0.1000 0.0200 0.0130 0.0500 2.00 0.0200 2.61 2.61 0.88 1.73 34 5.37 460.47 0.17 5 11 0.17 5.00 5.04 0.71 On Grade 0.1000 0.0200 0.0130 0.0500 2.00 0.0200 0.61 0.61 0.29 0.32 47 2.15 465.51 0.10 6 12 0.39 5.00 5.04 0.86 On Grade 0.0100 0.0200 0.0130 0.0500 2.00 0.0200 1.69 1.69 1.12 0.57 66 7.50 46&09 0.21 7 6 0.19 5.00 5.04 0.89 OnSag N/A 0.0200 0.0130 0.0500 2.00 0.0200 0.85 0.85 N/A N/A 100 5.41 458.83 0.16 8 7 0.12 5.00 5.04 0.78 On Grade 0.0100 0.0200 0.0130 0.0500 2.00 0.0200 0.47 0.47 0.40 0.08 84 3.88 461.68 0.13 9 4 N/A N/A N/A N/A MH N/A 0,0200 0.0130 0.0620 2.00 0.0200 18.61 18.61 N/A N/A N/A N/A N/A 0.43 10 1 N/A N/A N/A N/A MH N/A N/A N/A N/A N/A N/A 20.62 0.00 N/A N/A N/A N/A N/A N/A 11 2 N/A N/A N/A N/A MH N/A N/A N/A N/A N/A N/A 18.60 0.00 N/A N/A N/A N/A N/A N/A 12 3 N/A N/A N/A N/A MH N/A N/A N/A N/A N/A N/A 18.60 0.00 N/A N/A N/A N/A N/A N/A 13 10 N/A N/A N/A N/A MH N/A N/A N/A N/A N/A N/A 3.71, 0.00 N/A N/A N/A N/A N/A N/A 14 10A 0.40 5.00 5.04 0.9 MH N/A N/A N/A N/A N/A N/A 1.81 1.81 N/A N/A N/A N/A N/A N/A 15 8A 0.25 5.00 5.04 0.9 MH N/A N/A N/A N/A N/A N/A 1.13 1.13 N/A N/A N/A N/A N/A N/A CD -STORM INLET COMPUTATIONS ­­­­ ............ 1- ­­­­ ....... ... ............ /0 STR #6 610)p z:ln STR #4 141 /�10 STR #5 4P -,6 &-) Q10 Lj C)-! Lij CD C� I Cl - C Z7/ Q_ H1 REVISIONS CHANGE OF DESIGN FIRM APR.26,2018 COUNTY COMMENTS 08/23/17 COUNTY COMMENTS 01 /26/18 COUNTY COMMEN'l S 03/20/18 COUNTY COMMENTS, 05/29/18 COUNTY COMMENTS 06/21/18 COUNTY REVISIONS 06/25/18 ........... ............... . ..... ................. ........... U) CIO: 0 Cq W OD 1 0) M 04 20 j co < W LL LLF Z CC JU LL %( cc to W z z W 1z r 0 W 4K Q) ztz tt T- 5 0) W 2 CV 0 ce) 0 W 9 < Cl) _j %J _1k U U_ z (L 4j CO ()0 cm �:D 0- 0 1 z 4_j 0 f - W ct) CL W 1 z 0 IL U) REVISIONS CHANGE OF DESIGN FIRM APR.26,2018 COUNTY COMMENTS 08/23/17 COUNTY COMMENTS 01 /26/18 COUNTY COMMEN'l S 03/20/18 COUNTY COMMENTS, 05/29/18 COUNTY COMMENTS 06/21/18 COUNTY REVISIONS 06/25/18 ........... ............... . ..... ................. ........... U) z 0 W < F_ co < W 0 0 LL U) z z r 0 W W W W 2 0 W 9 U) Lij Cl) _j 0 z Lij W ct) CL CC 0 F U) I`AA�S OF MET JOINT �11OIRST FOR DE, BARS 0 fXPAMSIQN 49INT FR,44 i COWR or SDEW"ALk JOINT-", MA -2.- BAR 131, W 17 0- RAP. SURRASE. 8 RAIRDWARr 7--RARS F : �4,01H: �z WEEP. HOLE, 1�6 I. 2 .0 SEE, WTE 8 7 �.j TEF-�, SO I -BAR F NOTE 5 I ARS 0 F9:E (W WHIR GUT TER -T CRX�K CONT c R k�Ixvwm- JOINT 4, PLAN sEcTioN A- A 14-A 17 KtVKb1 1�6N!kt, 40INt VVARIA04E - MAX. 20' WARPED 1 ER .6w�s A APMAC10 9.1 w F BARS RAK,F, BARS E FRONT ELEVATION BARS 0- (GUTTER REMOWD� BENT FL&TE SECTION, 13� A 1- WA 2� H CiG_3 p ZIA 'ADA TYPE A NOSE OETAL S44ALL BE USED W�T 4. TYPE 8 NOSE DOTAL SHALL BE V59t, WITH OC -2 Slm�`�S, 'TYPE A X� 4" STUD SWAP CO OPIALYffilZED PLATE FIDR TYPE A TO 6ENT ONAN AWIZ L OF SW L 30' TO ANO LE ;RION AT,2�0-0, CONN� C PORS ANDL 1$ TQ. BE ANCHORED VTI�4 X 4� STUD SHEAR IWELDED 70 SEW PLATE AT ZC-C­ NOSE DETAILS 2` f I 1AYEWN . T L ...... WARRED PAVEMMT 04-3A L V-�o I - =FLOW Loo--. ti DETAIL WHEN U$EQ ADJACENT TOCURB, :F08 USE 64 SAGS WITHOUT CUTTER BOTH WE$ TO SE SYMMETIRICk V00-17 STANDARD CURB DROP INL.E T �RO�A D -AN, M CE STANDMDS I sI­EET:1 of 2 REMON DATE 12' �, 30 MAXIMUM (H) VtFV"A f)EPAkTMCN1 V 'fkAN5POkTA1W* V DIAB DETAIL . N .. 0 .. T T 0 ­­ ­ S C .. A , L L. E ................ N COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES: (5/8" 1 METERS) (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. T r5 YPICAL METER BOX SP16 NOT TO SCALE FRAME & COVER Li -i (SEE FIG. S-I-D,E) STREET SURFACE OR z NON -PAVED AREA SLOPED AREA 1 '-0" MAX 2'- 0 R L v�S IVEM MAY BE �wiVtA57 OR tAST N PILAOE� 2, CONIC'ATE TO W CLASS A3 IF Ck97 W PLAM 4990 PV, IF P14�4,W, �L CO&OR"t" t�J?s #I WTTVA HAIVINO A RADIUS OF 3M FEET on cusn I&ONV FA4E or 114AD) HE PAID FOR AS RADIAI, P,0Ve44AfK,,N L#zp, OIL 861Tw or 11it CURB 6 vj�w SM� 57 CONSTRUDYFUIPARAlLEL 'TO,TW �LCVE "RWS -TH OF OF SUBBASE M4 AM TO THE DEP 1�t PAY04NT, 51 NikWABLF CRITERIA FOR T14F USE OF 0;-16 z BASED ON MADWAY CLZISSFIGIADON A�0 'OtrRON Sfttr, At SO�Wfl #4 APPghln�x' 21 R ROAD OE=N MwjAL IN 71t strITION u"M STANDARM Ti,#S AREA )r Of, CONIOUM AT TK V THE CONTRACTOR THE e07TOM, Of 'Ttf. CuFa AND jDUTTER'V. L Of CONSIRLICTED AT PARALLEL V) TW 8LOPE Or S-JB-*A5E WO�i!'�ES ffOV00O A 1c, �,n4 I$ COM15JINATION 6" CURB AND GUTTER W-VITOW OATS -r MEET 1 'lot, VA�NNIA DEPARTNENT OF TRANSPORTATION 502 WRONK OFPARTMV47 OF TRANWMIATON z 2 �CG-6 DETAIL :)16)- T ­T0 ­ S .. C ­ A L I E "WEDG-LOK" TYPE 'A MATEMA$ d6fw #5 DIAEL-9" LDNG F�l 112" r�C w I n I RUBBER COATED STEEL A M4 zx- YG!"IL p�,w<�,ef UJ I- 0 < Z 2. CONC E CL.A`,5 A7 CAST -TE TU 3 F Pl­�,CE, 0 < Z STEPS OR APPROVED ---I POURED CONCRETE < 0" MIN I FOOTING @ POSTS Li TP04ATE nbiiE TYPICAL DESIGN $ EQUAL CAST IN PLACE �'.HEE7'i Or 5 '31- 0 A F7, i;ETAIL5 EE STRUCT. DWGS FOR FOOTING INFO 0-z 0 Q� ILL! 0- M PRECAST REINFORCED r�v�� ,-48, LATERALS SECTION A NOTES: LL - z w t�PERMISN bLE 1 - DUMPSTER WALLS TO BE 9'-0" HIGH. I N Xr-IT 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR 0 TYPE A FA,"'b"ENT. wiTH DUFFER STRIP A LUOABLE PRITERA FOR THE ILSE OF -C-7 �S BA�SED - 16" MAX SEC710M 37D fool, foll� C.) NOT I L�,:, FOR UNE9& NDTE�� ON THE� O&E�TA�LE WAPTiING SUiFXCE, SEE CHEET As S4OWN 114 AFPE[,.DIX A CF T-iE VC;CT E�AD DE31CN THIS UEZABN TO BE USEDTOR CONSTRUCTIDN THAT NIZOPPORATE5 WIDER 51DEWALK, L!,WDIND _URR p (4'WIDEI, RMARED AT 'T 'kMp"UNI" ��Ag RAW LENOTH 8 FEET FOR N -EV WAVU,L- Lj- 1�' - 6, W FNT IS ST40A-�C- IS TO i3r -irD itTo -XMING f'Q, A `V1 L A 4'�4JAPE L" $90RE.: Kc WTA�E 'IF 1�1% ATA��' I �Z"6,L,4 BE BE THE VARKE�j� THE='.A&A0F FARR[ R ^,LjRfj, T IF TRAKSIT10\1 IS TO B- %4ArF 1A11THII\ -RQq C111OSSWALK MEA IO'CR �ff CHANGF IN �`,TAFJ)Af`)�� �IAD- AT RFGk1I AR 4'-0" -K z-, CROSSWALK AfL K < 0 7. WI C'4 C-01,13NATION I,,1CUNTAC-LC CU-�O AND CUT -ER IS TY AL PLACEME T TYFII�l PLACIEMENT AT I ERSECTION OSSWALL NT THE ST.Q,10A.�ZD _HTRANCE GJTTEFS OF S-ANDARD At INTERSECTIO WITHIN- CROISx WITHIN CROSSWALK DIAGONAL PLACEMENT DIAOIDNAL PLACEMENT WALK ;��ED. 'R SIPILLI IN LPS-CICH'� AI�L Ij ONI,EC]ION 1­�- VNITH BUFFEIR' STqIP) WITH STRIP �HL IVCUA I AELL f'IP.0 (-,UNA K)N NCOPPCHAI G. C/) Is . PECIFICATOM REFEREKE - CC- JL 2 DETECTABLE WARNILINIG SURFACE \VD= We�jt)" *T �V*A J�C, F r, 21 CONCRETE_', TYPE A (PERPEINDICU'LAR) APPLICATION T REVIS)0�4 DhTE SHEET 2 CF co _qf *PORTAMN 0EPA QF TRANI T I kV I DEPTH OF FLOW FI LLETS Z 12: DETECTABLL WARNING SURFACE z *B, TYPE A iPERPENDICULAR) APPLICATION REdslofi DATE 5HEET Or 5 % "WEDG-LOK" TYPE 4RATE TYPE MATEMA$ u w I [E]. RUBBER COATED STEEL A Ld I- YG!"IL p�,w<�,ef UJ I- 0 < Z 2. CONC E CL.A`,5 A7 CAST -TE TU 3 F Pl­�,CE, 0 < Z STEPS OR APPROVED ---I POURED CONCRETE < 0" MIN I FOOTING @ POSTS Li DO 0 $ EQUAL CAST IN PLACE �pp '31- 0 0 0�� LLI EE STRUCT. DWGS FOR FOOTING INFO 0-z 0 Q� ILL! 0- M PRECAST REINFORCED �2—M LATERALS Lu Z NOTES: LL - z w CONCRETE SECTIONS 1 - DUMPSTER WALLS TO BE 9'-0" HIGH. I N Ij, 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR 0 THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. FA,"'b"ENT. "0" RING SEALS A LUOABLE PRITERA FOR THE ILSE OF -C-7 �S BA�SED - 16" MAX 12' fool, foll� C.) 5. FINISH TO MATCH BUILDING. As S4OWN 114 AFPE[,.DIX A CF T-iE VC;CT E�AD DE31CN MINIMUM ELEVATION WAVU,L- Lj- 1�' - 6, W FNT IS ST40A-�C- IS TO i3r -irD itTo -XMING f'Q, 4'� BRICK DUMSPTER ENCLOSURE FARR[ R ^,LjRfj, T IF TRAKSIT10\1 IS TO B- %4ArF 1A11THII\ DIFFERENCE ACROSS M.1 1 _5" IO'CR �ff CHANGF IN �`,TAFJ)Af`)�� �IAD- AT RFGk1I AR 4'-0" 5" < 0 7. WI C'4 C-01,13NATION I,,1CUNTAC-LC CU-�O AND CUT -ER IS FROM INLET TO OUTLET THE ST.Q,10A.�ZD _HTRANCE GJTTEFS OF S-ANDARD 0 LL ;��ED. 'R SIPILLI IN LPS-CICH'� AI�L Ij ONI,EC]ION 1­�- Cc ct CL Uj �HL IVCUA I AELL f'IP.0 (-,UNA K)N NCOPPCHAI G. C/) SHALL BE 0.20 FEET. RIC V F CONCRETE_', 0 VARIES co DEPTH OF FLOW FI LLETS Z z LU 7 0 CHANNEL TO BE % - ---- - - ­------------ 3/4 DIAMETER OF X, Do -T�A4 THE CUrD AND f`1 T E BE C()NS-R.ICTEP P11.1 pFI11`-1yO T IF Sl OFF OF THS AREAtkd�,�' BEFCC NCRETE AT -10 -j\I-FAC, CONTRIBUTING SU30ASE PROVICE0 A -FTH CF 7" S yA1NTAI'4E-) D- -F CP 4 T� F TI- C� T C7 ljcll,�I� M ION ­01\vIE' kIA-ICN 'I SEWER. R- V- 9/36 A 12" FLEXIBLE CONNECTION VR-�I\fll� DE)APTMEN CF TRA�cQCP-.1JJ0N 302 A FILLETED INVERT FOR A SMOOTH WITH STAINLESS STEEL TRANSITION OF FLOW BETWEEN BAND INLET & OUTLET PIPE SHALL B E PROVIDED. BEDDING Ld NOTE W/ NO. 68 STONE :D 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 0 if SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. ('9--�MANHOLE WITH BRANCH TIE -IN DETAIL �SP16fN*OT' ....... . . ...... . ............ ........... .... ..... �6 CG -t2 DETAIL NOT TO S A 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" V MIN NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED DOWNTOWN RACK . L 1 Submittal Sheot !:APAOTY 4RATE TYPE MATEMA$ u w I [E]. M) I LS: A""T�' I j Ld I- YG!"IL p�,w<�,ef UJ I- 0 < Z 2. CONC E CL.A`,5 A7 CAST -TE TU 3 F Pl­�,CE, 0 < Z Lij ---I POURED CONCRETE < Lij 0 cn LLJ - I FOOTING @ POSTS Li DO 0 $ LJ (`0 �pp LOCKING PIN RETAINER 0 0 0�� LLI EE STRUCT. DWGS FOR FOOTING INFO 0-z 0 Q� ILL! 0- M AND SLEEVE DESIGN FOR SEWER z D 0 LATERALS Lu Z NOTES: LL - z w uj 1 - DUMPSTER WALLS TO BE 9'-0" HIGH. CC Lu Ij, 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR 0 THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. FA,"'b"ENT. $.f.. A LUOABLE PRITERA FOR THE ILSE OF -C-7 �S BA�SED - 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. fool, foll� C.) 5. FINISH TO MATCH BUILDING. As S4OWN 114 AFPE[,.DIX A CF T-iE VC;CT E�AD DE31CN 6. A PORTION OF THE ENCLOSURE WILL SERVE AS A S-4' HIGH RETAINING WALL WAVU,L- Lj- 1�' - 6, W FNT IS ST40A-�C- IS TO i3r -irD itTo -XMING f'Q, -5, A NQTES, T*$ ffl-g -MAX K:MECKT f* CAST IN FLAIC-T, -ASY N PLACE, TO W VtA5S�M P , I�RBI HAUNG X RANDS OF 3M FTE -7 OR dRSF; 'APIAL (A40NO FACE OF CORW Wtt W ;WD FOR AS, All, Tw, "rK OF CTRS MAY BE REDUCED AS VXH AS 3' (15" GE -P -1H) OR KOREA= AS. Vt*i AS' 1- IV �70� WDK�� 'THAT TK. $0TTPM �Qf �;Vft ftj� OXTAWE Wit) TM TOP or, 6 COUIRK or THE FAVEW-NT .9LwTRur1tRL, NT IS TO BE It" A$� SHOWN ii,,ERIVYJ714 OUT411- ;IMF WIF� To w W5F Top, Al 0110CA5c im *": WMN5E IN 01V �M, Ci;rZ IS TO 8E LISED OK ROWWAYS W -ET 114Z REQUIREWNT FOR 00-6 AS SHO", APPEWI]A A Or 'N' VDO'r ROM M-54GN � ktANUAL, 1104 '? W TIE 35VD ON GS:UREINi STMOARM �A� -4L RASE AOCEPTASLE ALTERNATNt f CURB IS EXTR"D' QO-2 41" t" N SURFACE a 4 A SUM�ASE STANDARD 6" CURB pwu Aw aRmiz STAwwos �IEVJSJON O.AFE SHEET 1 0 1 F 1 E�W �!f TRM$POPTATK,%. 3 �.CG-2 DETAIL SPt6) NOT TO SCALE T -*7 MATE A.RAR SPAD*W Cj4MT 4RATE TYPE MAXM* ONMM 0 b u w I A :K A CK Al NKCTYRZAV�t SECTION 8-8 21 0AIIIIETER BAIR 9 TOM LNIFT OR BILLET:STEI NOTES* Lt�kSTV A L !; L , NO. 14 nm 1� EE WNMAL NOTES-MECASTLMR ADDITIONAL I!WTAILS� a 7'$!� LeR/fT ik DE 60) V V x .4' 2. mo i3RAITE ME 8E FkA*WZD VA uf/e X WEI� �'Tf A To Of, (X;RA Z�E J rf BE: 0 V&D 10RA7E 0). 1 PLAN VIEW SEE 3-01W SHOWN ARE *Kb", ACTUAL DWNSIONS DETAIL A "Y' VARY WITH MMUIFACTI)RER, 4.,QRATE A 6 TOL BE UTILIZED 41 LOGA'DONS NOT 6" SWAR L211 X 211 X %11, "MALLY SOMCT 'TO TRWIC- .... . . 6, OA. h --la I " X X 4` *51TO 09T UTLAZED 1-N LOQATOW DETAIL. A ,�C TO TRAFFIC, SECTION: A�A DETAILS OF CONCRETE COVER AND CRATE A 6. ALTERNATE WTWD NO AWAX WILL BE A0CVTAMt 0' AFF'ROVED. BY T M Wtllu,108N� 7,ORATE AM MLLAR WE -TO RE �G&VAMZED AETER FABRICATION. O_RATE a- AMTS BETWEEN CONMTE COVER GUTTM D t� IA. x 2 1WHER W' -W, jAk TO BE DOWELjEb, f(EYEO, OR 1/4' C41EAR� $ OT;IIER VOOT WPIROVED METKV.Scl .1 1 L I I 7. L BE #000, M MINA"� COfIAT;RETE VAL 0 '4, RIDNIFORCM STEEL SHALL BE W ACCMAWF WITU C c Ell 1�� 1115W BE MTALLED, SO TKY WtLSE PIA IT' CALMATIFEB PRAAALRELT079. T14V Dffewrtow� PARTIAL SECTION b D 11z; SM SjAtQAR0 01-7, 78 VOR DETAILS Of WrTER, METKI" OF FLACEWNT, ALTERNATE MET14W EDW BAR ko?op I ju� I jv kv 1/4" QLW, --!T4 AIR ca kqua GRATF a PARTIAL- SECTION C -C OF LOAD CARRYING GRATE 5 . ..... .. . . ... .. ... IFK!ATIW S ARD TAND PRECAST TOP UNITS ROAD:w BRIDGE STANDARGS TiON $,14XfT I OF I MRONIA DUARTWRT OF TR"PMTA DI -7 DETAIL F64Ap"TH op 1, p te, *'A' V-- 97. Jimmy L. Taggart Uc. No. 4 22841 06/25/18 191 ONA1. (10 Bicycle Rack Detail ���16�ff TO SCALE .......... . ..... .......... -----11 .. . .... . ......... ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF DUMPSTER ENCLOSURE. 0', MIN, 12'- CD CKD FIELD BRICK HARMAR #627 FT -WASHINGTON ANTIQUE S.B. FLASHED EYE HOLES FOR PAD LOCKS SCH. 40 GALV. FENCE POST AND GATE W/ "BEIGE" TREX WOOD -POLYMER LUMBER SLATS TO MATCH BUILDING, PROVIDE GATE LOCKING PINS AND PIN RETAINERS wl PROVISIONS FOR PAD LOCK, W_Q��7 DETAIL SP16)NOT TO E, A VWERtI1L E,-'TW.e�ZE TI-C CRO�,S SLD -E '�HAU­ K ��X FOO A *1DT`,,I OF 5 FEET, I , A-1 � Z3TMT ��It;WROAIH SAW v,1ivAvNC7 GENERAL NOTES fpvot4� "To z"N". AS MAINLINE "w-VAle �4GTE P 1, "�'REN k�,S[D PI I-eUTION' WITH ��TAICDARQ Ct-,! SHOWN �1% I M O�Z 1W — — — — — — CR SrMDA��O I� To , K TI MATCH THE 40�MTABLE rii-N3 7717�1 -117 7 � G, �i RP �VCWAU6 �MLO WITH TH6 jUQ I R 1, �p+�AyEo SpAtz � I Z, M4,4LINE �AVEUENT SQALI� BE CbRSTr<,�OTEO TO THE 1 �., FLT44 URIC—N h �a ;;;4 WHICH cm vf mmmsdow ON kmu -PmE��hr J, L JOAN r 4, m AL 00B tOV;RNATIOU c" AND CUTTER ��ML NCT W acyUND THE �Vw I -W, NPTE� 1N*TH 'IS" Z'-�r Q1,; V5 pl&VIAY F'-a'PT VNA RLKACEW-til' CW,,�JN rN 1MV,,k '5ECTI`�J A -j PLAN VIEW f-NIAANCE NOJES THE ;",p 1RAr,10. THE -TP H F S�-�NAUI, CLPS RAIR15 ''A'VE, 5V,)Ai4Ay 4 T OR �EKTRPNCE Tt-c UIAT�l OF THE 100I 5fRAAD eE f JNCRE&IED TO 7", SEE PAYS"EnT GN T 0 LVE IS TD P01,4Tj,,E w,�w5S Ap FUTW L*E­ iII5, Z�tANS ANE TO IWACATE WHEN 1c*nsT1-&jcT"11 ilf FL -01w TI_E I" gjr 1. THE !;FnR�OLE M10 WpAgN 1�'N GRAPE �:HAKIF­j 'tV X�E LNTEI), IN THE ��LLJ�WABILE Ef�T?.WICE TA8u­TwK11- VALi�v�� AVIE NXIT AwLVIMLIt TO ST4ZF--T INTERSEC710N NOTES CcNvkvz�'T v"'oE T 10' 11"PIT NDE�� OtA clur Poill, 11'1�� n1l"IN "cle ;IF, CF THE VD(If ROM, MA IAL, gj�% S-ECTION A A 5'15 'Z ��Nma 'r W, W�TVXM VLCXILINi� VX�' ACUIAC itF A ZAIZTF� 4�L 111�117&1s�lci4w,11741i" P01TI`Vr VRAWC . .. . ..... ALLOWABLE ENMANCE GRADE,�iCHANGES DTR*' 'C 'VOU*E �-140-44 -1 —40111 T5K —140 "RE ��-x z —x NC,!E� &LOWAaIX KNqR4&f,. GRACE. TA4LE 5 N,31` 70 Vrpmr CLVAECTUNIS METHOD OF TREATMENT ROAD AND aft"IE '=NNECTION FOR SIREET INTERSECTIONS AND COMMERCIAL ENTRANCES� t ) c t I SPI 6 NOT TO ADA PARKING SIGN DETAIL ........... ............ . -­ - -------- ..... . . . ........... *16)NOT TO SCALE u w I F -H M) I LS: Ld I- ---------------- --- ------------------ UJ I- 0 < Z 2. CONC E CL.A`,5 A7 CAST -TE TU 3 F Pl­�,CE, 0 < Z Lij ---I POURED CONCRETE < Lij 0 cn LLJ - I FOOTING @ POSTS Li DO 0 L -------- L ---------- I LJ (`0 CL 7- LOCKING PIN RETAINER 0 0 0�� LLI EE STRUCT. DWGS FOR FOOTING INFO 0-z 0 Q� ILL! 0- M AND SLEEVE DESIGN FOR SEWER z D 0 LATERALS Lu Z NOTES: LL - z w uj 1 - DUMPSTER WALLS TO BE 9'-0" HIGH. CC Lu > < 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR 0 THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. FA,"'b"ENT. 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE A LUOABLE PRITERA FOR THE ILSE OF -C-7 �S BA�SED - 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. 01`1 CCA:,S�FICATION AND C-E.31C; 5FEE C.) 5. FINISH TO MATCH BUILDING. As S4OWN 114 AFPE[,.DIX A CF T-iE VC;CT E�AD DE31CN 6. A PORTION OF THE ENCLOSURE WILL SERVE AS A S-4' HIGH RETAINING WALL WAVU,L- Lj- AROUND THE BACK. REFER TO GRADING PLAN. 6, W FNT IS ST40A-�C- IS TO i3r -irD itTo -XMING 4'� BRICK DUMSPTER ENCLOSURE FARR[ R ^,LjRfj, T IF TRAKSIT10\1 IS TO B- %4ArF 1A11THII\ �NOT TO —SCALE --- IO'CR �ff CHANGF IN �`,TAFJ)Af`)�� �IAD- AT RFGk1I AR W_Q��7 DETAIL SP16)NOT TO E, A VWERtI1L E,-'TW.e�ZE TI-C CRO�,S SLD -E '�HAU­ K ��X FOO A *1DT`,,I OF 5 FEET, I , A-1 � Z3TMT ��It;WROAIH SAW v,1ivAvNC7 GENERAL NOTES fpvot4� "To z"N". AS MAINLINE "w-VAle �4GTE P 1, "�'REN k�,S[D PI I-eUTION' WITH ��TAICDARQ Ct-,! SHOWN �1% I M O�Z 1W — — — — — — CR SrMDA��O I� To , K TI MATCH THE 40�MTABLE rii-N3 7717�1 -117 7 � G, �i RP �VCWAU6 �MLO WITH TH6 jUQ I R 1, �p+�AyEo SpAtz � I Z, M4,4LINE �AVEUENT SQALI� BE CbRSTr<,�OTEO TO THE 1 �., FLT44 URIC—N h �a ;;;4 WHICH cm vf mmmsdow ON kmu -PmE��hr J, L JOAN r 4, m AL 00B tOV;RNATIOU c" AND CUTTER ��ML NCT W acyUND THE �Vw I -W, NPTE� 1N*TH 'IS" Z'-�r Q1,; V5 pl&VIAY F'-a'PT VNA RLKACEW-til' CW,,�JN rN 1MV,,k '5ECTI`�J A -j PLAN VIEW f-NIAANCE NOJES THE ;",p 1RAr,10. THE -TP H F S�-�NAUI, CLPS RAIR15 ''A'VE, 5V,)Ai4Ay 4 T OR �EKTRPNCE Tt-c UIAT�l OF THE 100I 5fRAAD eE f JNCRE&IED TO 7", SEE PAYS"EnT GN T 0 LVE IS TD P01,4Tj,,E w,�w5S Ap FUTW L*E­ iII5, Z�tANS ANE TO IWACATE WHEN 1c*nsT1-&jcT"11 ilf FL -01w TI_E I" gjr 1. THE !;FnR�OLE M10 WpAgN 1�'N GRAPE �:HAKIF­j 'tV X�E LNTEI), IN THE ��LLJ�WABILE Ef�T?.WICE TA8u­TwK11- VALi�v�� AVIE NXIT AwLVIMLIt TO ST4ZF--T INTERSEC710N NOTES CcNvkvz�'T v"'oE T 10' 11"PIT NDE�� OtA clur Poill, 11'1�� n1l"IN "cle ;IF, CF THE VD(If ROM, MA IAL, gj�% S-ECTION A A 5'15 'Z ��Nma 'r W, W�TVXM VLCXILINi� VX�' ACUIAC itF A ZAIZTF� 4�L 111�117&1s�lci4w,11741i" P01TI`Vr VRAWC . .. . ..... ALLOWABLE ENMANCE GRADE,�iCHANGES DTR*' 'C 'VOU*E �-140-44 -1 —40111 T5K —140 "RE ��-x z —x NC,!E� &LOWAaIX KNqR4&f,. GRACE. TA4LE 5 N,31` 70 Vrpmr CLVAECTUNIS METHOD OF TREATMENT ROAD AND aft"IE '=NNECTION FOR SIREET INTERSECTIONS AND COMMERCIAL ENTRANCES� t ) c t I SPI 6 NOT TO ADA PARKING SIGN DETAIL ........... ............ . -­ - -------- ..... . . . ........... *16)NOT TO SCALE u w M) I LS: 1. "Iz; H -M MV :IE PP�CASI Up �;ASI IN PLACIL, I :D 2. CONC E CL.A`,5 A7 CAST -TE TU 3 F Pl­�,CE, 4,-100 FS IF FP�CAT. < 3 COM31NAT I -ON CURB �, SUTTEP �-AVPIG A RADUS w z OF �OQ FEET OR LES� (ALCNC FACE CF CJRB� 'HALL 0 EE PAID FOP A�, RADAL cm < rVT > < 0 F.):? USE MT -4 �TABLIZED O-EN<;RADED z D 0 CRAMAGE LAYEF�, THE BCT -OfA OF THE Lu Z CU:?8 AND CUTTER -HALL H (X:N`: -RUC770 I LL - z w uj FAPA I r TC TI IF �--. I OFF G SUBT.�31­ CC Lu > < CCTT�SES AND TU T-qE UEPT-i OF T-iE 0 Qc FA,"'b"ENT. Q A LUOABLE PRITERA FOR THE ILSE OF -C-7 �S BA�SED - C,6 01`1 CCA:,S�FICATION AND C-E.31C; 5FEE C.) 0 -1 c\j As S4OWN 114 AFPE[,.DIX A CF T-iE VC;CT E�AD DE31CN �j Zt WAVU,L- Lj- 0 6, W FNT IS ST40A-�C- IS TO i3r -irD itTo -XMING FARR[ R ^,LjRfj, T IF TRAKSIT10\1 IS TO B- %4ArF 1A11THII\ c\1 IO'CR �ff CHANGF IN �`,TAFJ)Af`)�� �IAD- AT RFGk1I AR tu < 0 7. WI C'4 C-01,13NATION I,,1CUNTAC-LC CU-�O AND CUT -ER IS THE ST.Q,10A.�ZD _HTRANCE GJTTEFS OF S-ANDARD 0 LL ;��ED. 'R SIPILLI IN LPS-CICH'� AI�L Ij ONI,EC]ION 1­�- Cc ct CL Uj �HL IVCUA I AELL f'IP.0 (-,UNA K)N NCOPPCHAI G. C/) RIC V F 0 co K " A Z z LU 7 0 n-11 I % - ---- - - ­------------ X, Do -T�A4 THE CUrD AND f`1 T E BE C()NS-R.ICTEP P11.1 pFI11`-1yO T IF Sl OFF OF THS AREAtkd�,�' BEFCC NCRETE AT -10 -j\I-FAC, 7` SU30ASE PROVICE0 A -FTH CF 7" S yA1NTAI'4E-) D- -F CP 4 T� F TI- C� T C7 ljcll,�I� M ION ­01\vIE' kIA-ICN 'I CJR3 & G-T -ER R- V- 9/36 VR-�I\fll� DE)APTMEN CF TRA�cQCP-.1JJ0N 302 W_Q��7 DETAIL SP16)NOT TO E, A VWERtI1L E,-'TW.e�ZE TI-C CRO�,S SLD -E '�HAU­ K ��X FOO A *1DT`,,I OF 5 FEET, I , A-1 � Z3TMT ��It;WROAIH SAW v,1ivAvNC7 GENERAL NOTES fpvot4� "To z"N". AS MAINLINE "w-VAle �4GTE P 1, "�'REN k�,S[D PI I-eUTION' WITH ��TAICDARQ Ct-,! SHOWN �1% I M O�Z 1W — — — — — — CR SrMDA��O I� To , K TI MATCH THE 40�MTABLE rii-N3 7717�1 -117 7 � G, �i RP �VCWAU6 �MLO WITH TH6 jUQ I R 1, �p+�AyEo SpAtz � I Z, M4,4LINE �AVEUENT SQALI� BE CbRSTr<,�OTEO TO THE 1 �., FLT44 URIC—N h �a ;;;4 WHICH cm vf mmmsdow ON kmu -PmE��hr J, L JOAN r 4, m AL 00B tOV;RNATIOU c" AND CUTTER ��ML NCT W acyUND THE �Vw I -W, NPTE� 1N*TH 'IS" Z'-�r Q1,; V5 pl&VIAY F'-a'PT VNA RLKACEW-til' CW,,�JN rN 1MV,,k '5ECTI`�J A -j PLAN VIEW f-NIAANCE NOJES THE ;",p 1RAr,10. THE -TP H F S�-�NAUI, CLPS RAIR15 ''A'VE, 5V,)Ai4Ay 4 T OR �EKTRPNCE Tt-c UIAT�l OF THE 100I 5fRAAD eE f JNCRE&IED TO 7", SEE PAYS"EnT GN T 0 LVE IS TD P01,4Tj,,E w,�w5S Ap FUTW L*E­ iII5, Z�tANS ANE TO IWACATE WHEN 1c*nsT1-&jcT"11 ilf FL -01w TI_E I" gjr 1. THE !;FnR�OLE M10 WpAgN 1�'N GRAPE �:HAKIF­j 'tV X�E LNTEI), IN THE ��LLJ�WABILE Ef�T?.WICE TA8u­TwK11- VALi�v�� AVIE NXIT AwLVIMLIt TO ST4ZF--T INTERSEC710N NOTES CcNvkvz�'T v"'oE T 10' 11"PIT NDE�� OtA clur Poill, 11'1�� n1l"IN "cle ;IF, CF THE VD(If ROM, MA IAL, gj�% S-ECTION A A 5'15 'Z ��Nma 'r W, W�TVXM VLCXILINi� VX�' ACUIAC itF A ZAIZTF� 4�L 111�117&1s�lci4w,11741i" P01TI`Vr VRAWC . .. . ..... ALLOWABLE ENMANCE GRADE,�iCHANGES DTR*' 'C 'VOU*E �-140-44 -1 —40111 T5K —140 "RE ��-x z —x NC,!E� &LOWAaIX KNqR4&f,. GRACE. TA4LE 5 N,31` 70 Vrpmr CLVAECTUNIS METHOD OF TREATMENT ROAD AND aft"IE '=NNECTION FOR SIREET INTERSECTIONS AND COMMERCIAL ENTRANCES� t ) c t I SPI 6 NOT TO ADA PARKING SIGN DETAIL ........... ............ . -­ - -------- ..... . . . ........... *16)NOT TO SCALE COUN-P( REVISIONS 06/25/18 DATE JULY 12, 2017 u w 0 I :D < w z 0 :D 0) M 0 cm < Z z > < 0 I z D 0 0 Lu Z 4b IV.. LL - z w uj Z CC Lu > < F 0 Qc Iju w Q < C,6 C.) 0 -1 c\j �j Zt M cq < L? Lj- 0 0 z c\1 7- 1`7 tu < 0 U) 0 LL Cc ct CL Uj -j I w C/) RIC 0 co w Z z LU 0 n-11 I % - ---- - - ­------------ COUN-P( REVISIONS 06/25/18 DATE JULY 12, 2017 FILE NUMBER 1&0042 SHEET w :D < w z 0 > z D 0 W Lu Z w < uj F 0 w C) < < Lj- 0 0 z U) FILE NUMBER 1&0042 SHEET I ­­ -1. 1- ­ � 11 . I � I " R 0 C'K, Y FOYUNDA-ATION M,ATEQ[AL � IM1111 A. TE,R I A L . . I I . I . 11 � ' ' �". I I � I .1 . I 11 � ' I'll, I I I I I I I I � . I I 11 I . I I ­ - --1111.1- . � I I . I I �r . - I � I 14. IN ' 'KF I ILL� �, Q., WIN I$. . . � , r I ... 11-n" EACKFILL�­'Ili�' : � . . Vllq� "MIN, � M114� MIN; � �� 11 ,,, �& 1 1 , " "' '� I EQDINQ' � ' I " � - . .- I 1 6" IS �� �' l'w"' '�' 0.0-nE 'STQ�NE ,� III I : I * STABLE -5011, poc'K , I I . 4 S ,CPAPE THE BOTT01A iDIF THE TREWOH� .REMONT. A,LL I I I .1 I , ST,niirs To� INSURE THE PIPE 00179,VT REST ON R09% JNIND . I I . 1. .1 I I I I I � I THER, GQ.XAPA,-_T THE SOIL C)R_ PROVIDE A, 4' RECDII'k� ,iIF #ea sTc&'E. . I I I � '' ; F<,),',,Ji��.'�.F-�.A,-rt.",,.i4 11,1 Pi")OR' SGIL -Nr '� c -,- y 0 . I I I - D IE F-,'- ("' f, i T C --N.DfTl .N . I I W. �, qq i I 11 - - . I � I . I "I'll" M, . I , � I P, - .. � - , . I I �� I , 1, I . . I INITIAL SAV,'�'KFILL,- . 2 'V1114 , I I ' � , . , � . I , LINSTAiSLE "I .Z11 ` - �' I 4 , I I SQIL-,-,. � III, MIN, _ � J61", I "_ ;' TI� I _ - � , " , , I " �� � . � � .. I Q I ... " , I :; E_ I - - ..".;, '� - .-W, �'. I !Z= .'� � �: ':�f . . . . . 0 A% F' -.-- 'k '�' 1. - I , , , , -f �_ , MILA, � FILL AS: 'e . - ' - ' ­ � I � .. K", ` - �' �"-' - APPROVED BY AC$'A, �,m�;�"!.'?��-.."���.�:!.,.",;*' I . ('�F F ,�' . . I - - , M`,,��' �& ... , � 4 , 11 , '�__ .1111, "I " , � ",�� " ,� . 'rT � , .� " I 1� A . '�'TABLE S I L OR RQQJ��' . I . NOTE : . I � � - I . I � NO RQC'KS SHALL BE ALLOWED WITHIN 2-d' OF THE 'W"'ATER", LINIE!S-il I , I I I ­ .. 11 ­ � I 1 1 ,,N,10 ROCKS LARGER THk'N' 6- IN ANY DIMEN"SION SHALL aE ALLOWED . I I - . I I � � . I . I .1 . ASGVE THE 1,NITIAL BACKFILL.. . 1 � � I � 11 .1 I - I -1 "- � -'w .�' V -THE rNMAL BACKFILL SH,ALL IDE P L A," E D 'A �N.` 1) QC"NVPAQTE` INN' C. " LIFTS� I I . I I . 1 .4. NO QR(_1AN'I-'_' OR FROZEN NIATERIAL Gq', DEBRIS SHALL BE �i[_LO*?,'ED I I IN THE TRENCH, I . � 5 BELL HOLES SHALL BE DUG' '01LIT IN 'aLL r, A s E 15. � I - I I � � � � I I I ... . , . � I . I I LDU,'_�"TILE 14F?(�)N 'Ov A T E R . I I . I . . � ; I I . � pli:'17 I �, I S T A", L L A T I I 0 IN I, & B F D [""' I � t,l "' �� mm- . '. s 11 , F I �';, %'� 2 1 . � I I I 11 11111 � I 1 I � I I N X lullill -0 1 1� FRAME & COVER \1 ,�-SEE.F*� S-4-0, E / /' S74ELT SUFFACE CR� \� r, / �-NN4-�-.PAVED AREA SLOPED AREA ----j \ ",", . . . - _ 11 '77 " I I 1 I I .1 11 ' - I" � ­­­­'­ -'--RUBBER!: CiOATED STEEL. STEPS I i' -V MAX � 26-0� ,, .'. , /. I � � � I'll '�' , CAST IN., PLACE - ''. � ­ ­ I - 11 � . , 4 �' I ­ 1. . I .1. I I .1- Pi . . RE,GAST RENFORCED CONCPETE I . _=?' A' I I . , .. �SECTIOFNS WITH 'e RING SEALS . I � . I I � .� - - - ''. ,,OR APPRO'WED EQQAL " � - 3 1, 0' MIN �� - . I � , "" I THE DROP CONNECTION SHALL FE I , . - - . I DU"TILE IRON PIPE (CLASS 50) . � 1�1 I .1 . I SACKFILLED IN 6" LAYERS AN6 it _J�.__ 1, . OCOMPACTED BY HAND TAMPERS. OR � I . 1 12" MIN I I P, BACKFILLED WITH �iELF-CUNIPAGTINC. I . - A , - 61' MAX � -- I I 1. I 1. . STONE, I - � � I . _�_ . , A, �"' .. I 1, � I I � 11 -4-' � ,:A I M) . NJ . MQN4 ELLVAT I IQN DIFFERENCE � I -A 12""MIK 111JIM !� I -0 V,ARIE� . - `_ I I '� 1_. ACROSS MM-FRONA INLET 1 1. ____� .. ., 7 (Y)TLET SHALL BE MO FEET - ­__ 0 * ' I I I �Z�­' '­ - , . � . f , . :A FILLETED INVEIRT FOR A $1AGOTH � * - ' * � I � , .$41RANSITION OF FLOW BETWEEN 16 - , ' I �. - �. - 4 � � � I I '. � INLET & OULU PIPE SHALL BE � I ., , * � � V__ �! .... .. il . . . . . : � ..'6 ". I - I - - - .x 1. . I.- _ fill- � . PROVIDED� I "\' 7- . I .1 . . ^�' � ­� -­. . '�, .. '.*.: �' , , . . ... �. �. 41 � � , V' v I : - I I I I . I � � 11 - , � - ] �, I � )� ?III I � .. 11 � � '; , � :4, � I , " 3/4. b'IA OF LARG I ES � T. � � I - . i I )�U`l I I - I I I - I � PIPE IN MANHOLE 1119�M I I . I \_ M IN', W.' PFODR,4�3 WITH NO, 68 STONE NOTES,', . . I .. � . I I � . . I . L BEDDIN10 TH MINIMUM AND ALL E , ICKNESS REQUIREMENTS SH OINN ARE V SH 8 I - . I .1 I . 1. 11 I I � . � SPECIFICALLY DETEPMNIED B'� THE CONSULTANT FOR THE SOIL CONDITION$. 2, ,THE. CO',,'.�SULTANT SHALL DETERMINE WHETHER MANHOLES $HALL HAVE . EXTENDED,.OR IiION-EXTENDrb BASES. I .1 . . . I � 11 3. ;ALL: JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, 1 4. SPECIAL CONSIDERATION SHI�LL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, I - I . . I TYPIIV��'AL MANHOLE WITH DROP :CONNECTION ­.. ''......_......... I DROP CONNECTION MANHOLE DETAIL tf,��C if� - - - - -------------------- i F -i , I. �-_--2'�" ,,X ORA"E__ . . 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HALF PLAN A :�D_ 2�PROFFOXO 7� MEWALK TO W CLASS A,3 CONCREIFE- 3,XEQU*9Q BARS WE TO EW NO, 5%tr PUKXO V CENTUT TO CENTER 11 " � CLASI. I" cow, &Wftc%rI1r"1/v� MOIDEPIH or WXWALXI wo" - I __ I I �' t; a 4 - ALL.00TA11.5 AW) VAC*00N!�, NOT $HOWN ARE THE SAW A$ . , - , � STANDARD GG -90, - - I ' ' ' �- 4 I . ' - - . , .T I � 9 I I I . 1. "' � L '� � = 4'u=';�� Z ' � i . , , , , F t. _'�� I I I % , 11 , . � I , �� - . , � ." �' S. THIS VES" NAY ALSO BE APPLIED TO OTHER FNTRANCI� STANDARDS - I - .� . � , � I I . 1. � .� AS l!K NEED ARSES� 't: V XW^CATE VAU R:_; -:-"_..:-o_'_. H�x � I',' ' ��� . � I . I I . � � TYPE, I SM 21B 4.*W." V= IN rONAANCT" WTR STANDARD C4,3 OR rC,,7, TK CURa FACE ON TAS STANDARD 15 10 SE AUXISTED TO MATCH THE UOUNIFAME CJR5 CONFfMAATM_ SECTION A -A 74M STANCFARD CO -12 FOR DEMCIASLE W4*04 OVA". *S w SARS 0 v, C�c �OWM301X 0*3TRUCniow JOINT PERWSWILE. CONSIROCION 140"r I . , ___Z� I � " mr%"O"M . ­:�_�[ I . I . 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V= IN rONAANCT" WTR STANDARD C4,3 OR rC,,7, TK CURa FACE ON TAS STANDARD 15 10 SE AUXISTED TO MATCH THE UOUNIFAME CJR5 CONFfMAATM_ SECTION A -A 74M STANCFARD CO -12 FOR DEMCIASLE W4*04 OVA". *S w SARS 0 v, C�c �OWM301X 0*3TRUCniow JOINT PERWSWILE. CONSIROCION 140"r I . , ___Z� I � " mr%"O"M . ­:�_�[ I . I . 'i , "4. - � %. � '_�' - ".",7- ' ' '�"�i '� � .i " �-i , , _'�� I . I , -.�' ."�' . . ' ' , -�' I '. � � ..'��.. ��' f";t1wurr, -w� ME �.-"' �,,'.: '' a" ACORECATEAASE a ;_='.;-1;._L F4192"t W21 a . T`Ypc TWE 21 9 SECTION 13-15 SECTION C -C SECTION 0-0 11=1= . , COMMERCIAL ENTRANCE XVMT � I I I ROAD AW jXWW. Wmasm � I , (HEAVY TRUCK TRAFFIC ANTICIPATED) ww�w wx F, titct I Or I . I I I I � . . VRWA WARTNENT OF TRANSPORTATM I ­ � �� CG -13 DETAIL I I I ___ � J; I . I . . � - " - '�._­.LACE 5.' G-ALVA,Nj?E0i ��' WIN, ESS ' POST 4111 I I -1 / �,'A'PrED ENDS PAINTEO NLUE UN rEMOTE AREAS �: I " Of ,A'� �APECTED, tJARXER� LO, ' ' ' '470N M,AY RE SUD;�ECT I- � Tt, HIG,HiNA-l' �)EI�4RPMENT A��f'��,C,VAL. . I I FINI'z�IFFIED C ADE -' I � I I I � I 1211�11­1 I—- 11 _""_'_­' "-- - . � I i � "�� ­ 11 I I I . � I . � I 0 . I I I I I wl I I I I v'; 11 I �AD&��TABJ F VAL'�E. f.,NuS, V�/' LID I IF 1111 "I � � I I � I ��' - 11 u �� I � 7�' 1 1 . I I : 11 1�1 � . z �"; . I I I 3 : I i I � I , ' tNw � 0, � - I I 1 1:7�_ 1 �' . . . .� � � ? . 1,111, � l a .1 � -1-- - - I � ; 1. '_ ,� "�'AL',?'E . � i! ,J, CATE ; "I , � � , I I � I 'I-, � I '�#.' I I - I � � � . I . - - I q - - . - -I - . � "Ir . ] � , . I -C I I ! p '11, I i t � I I I � � ', I � � X W.A. TE.i � -1 : 3 ,� � E : I- LIME "', � I -1 , . " � I 1� �il' , " � ! � � � - .i." i , I , .� K ; ];' .?, � , " L p I 1� ' "/ _� i \. / � I I I I I ' - - I L -_ � . �'_ -_ I I f . ... . A I . � 2.10111e, P'5 ... I� / ' - ; . \ I . . I I � . ' I I "1.'N'.1f'ETE � , I'. � 2�� N . I Vx 2' 1, EIVRING i,"?EAi I " ' -5 I i, THW,�ST '3[_04, ­ - J" 1. ' '/'� "� i " '� �� . I .. '' I I 4 � _ . ,,, / , . Q� � I V . . . I . "', � I I I'll , . ._1 � . 1� I I . . . - , �'l ' � I I . � , A .. ' 1"'/,' , , "I i - A, � I ;� . ', __ . . . A . I � � � . I N**OTE : IN F�EWOTE APEAS. VALVE �-'Q'XES ',,�iHALL EXTEW), .'3IX (6) WHE,',,,'. A�51',VE GRADE . I I � I . 7 1.11 TY.� 1C.A'L CATE VALVE, . I . N T',`.� I I I FY1 A�-Ib � 11 I TYPICAL GATE VALVE ==M- 411 I .1 . RE�,,o.Ii-,iiI,v_, BA,cvFILL SHALL .. I . �' I , ' I . NC,'T, CUN?TAIN, ROCK MATERIAL I ­ . _ 6 ',4 - , LARGER THAN, 5�' 1,"4 NY '�­'Mj� I A � 11 . 11 ,. ,. - � � . I . ­ I � I I I I I � I � I . I I I : � � : : , , I I I .1 I 11 � I I I � I .1 11 .1 - ­­ I I-- 1: : : I . � . I . I I I I . 11" L'�Ima.;SOI,i I 1 24')'11I� 1 1 � ,-INTAL BACVFILL'+ , :�' �� _'%11:':''" � I I � I :� �: , I . 1. .11 . I ... a , 'I,'�" I i,;. , I . LI F T'S', (b EMPBEDMENT-� I , - i '� 4 THckcj�',"�_H,Lll Cbf,IWACTELI d I I SflljZ� � r��- LINE � i I ,: �� BY HAN"3 OR A'P1"R'0VEi') - '_" ; "�'- I.A 5F PIPE --- _1 I ��- - � MECHANICAL TAMPED' - ,I .� � I �13 I � �,%'_ 11 ' , HA0,NICHIN"" 1� 1. 0 - T '-N E � --<-�' N"c". -- ­ I " 'za=�_��,,'� , - ___11 . �' � -DED '-IN�3 6" tr"A"-� 1 I- _1 41" rndiA , . I , � . , _ . ,: : I I :� � : I ,: . .1 -1 I I . I I I] LFQi1X1PA7n0,M (,SHALL BE � ft-: .1114 1 f 1. . . �. ,� � 11 I ­ I _ ­ 1- ­;., , , i':"' : : I -11'.. ! � 2'-O" . � � 111. . � I I ­ I .1 R 8 J REOUI ,ED � HEN SOIL ., ;' 10 M� 10101;"" ," """""-'�'�� &; ;�� I 1� 1"." 1- _,.J � '�'�'>�W'1<11' I I on, � , "/ '�X DITION5 ARE UN'TA6LE R _ , - . I , '> '�' " ­� ",,':� IPE', ��'�"zs,s�s"" 1, ,,�',I_L P , N�TE : I � I . I . �' I I . I � " . " -, EXK�;T],, 'HT-0E-',,h'A,Y SHALL ,'BE z 1, _� . - DPE�, � � ITS IN PA'V'ED AliEA�q WITHIN ,' M�� '%N OT rdf- . BAC I KFILLEf3 E I -NTERELY WITH NCI� 21A STOI-4'E; 2 E iD 4;FT)i"' J"U"CTILE fl"P, N', PIPE TH b TTOM OF THE Ti,'E'�NQH SHALL E'.31E ,SQkAPEU� Avb C0%�.'-,A'1TEi'_), A,�,,iD� ALL. ST. NES: RE�,10",JED, OR A 4" BEDEAIN�c OF N10- 6'�' I STC�'\E. SHALL _AE PRO'dDE5­ . I I I 1WHERE ROC -K 1��, E'.NCV3Ur4TER'EF1: PIPE !�HALL BE INSTALLEP ON A MINRAVI-A, c5)' EEO'bING OF NO- AS STO,&E � TY�Dlf_��'-�-'L �_3QWLR ""Ir"L � , 11 � , I . �"' I., I Ni '-",.TALL ATI 0N IIKI' TIRENr H . ... � ...... .. .. F473 rll�' 11_�� . I.. 11.1 ... - 11 �. - SANtTARY SEWER tNSTALLATt0N___DETAtL_ GUARDRAIL—-, .... P -E ... 1T­A..1­b..S­' ...... I ..... -11--.1 .... Q-R- ... 11 ....... 2- ... I-I....-.--���.,�..�-��.�.�I.I.I.�..,... NOTT MH - _____ GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING ;8 STONE * STABLE SOIL ROCK OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION - - UNSTABLE 81 'I _�: INITIAL BACKFILL --",\ 8 M' 8. - " SOIL-__�__a,,� M41 N MIN. 5M71 NJ M 17N , - _.1_.' � - �0 - - 9 _ ;; - , - - " ' HANULAR 1 ­ILL AS 1� 'n g __� APPROVED e ,,, I ..w - P,% " Z' "g - n- , . . - I I _'-"'�'w'k " � " � - " ---STT-QB SOIL 0 ��'�Oc Z'STABLE SOIL OR C\K NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ' I I � I I I � - I I I.. � 11 I..'' -111 11.111 ­­­­'. . I., 1-1 I . . I ' NDTE� HYDRANTMUSTPE ECAJIPP�fl K94 CHARLOTTD�­ VILL.E THREAD84 'WHICH FG . I 11��" ,�� �' THE LPICAL FTA�WP'Ah,'07 � 2__ 11 6 MIN f I 'T I LENO'TH �f 5RAKH_VASIES , I "I'll I - (2m-) I �Y tca fflov, I I 11 � I � I I S'_ :�' 2 7.40 FT I '�_IIALVE DOX I I � I 11 #69 TON'E7 ' � I , I . .. . I I ... . I I � I � I � I I - I . � 4ZmN q �-` : I �_�"' , ", P', ,,, ATE I � � I ,-I I � y, VALVE _1 I I 4. ; -, I ' .14, � . �� -, ..", J�� I I 8, x 6, I . � ."; " I � I i- I . �- �­' TEE I "-;i�; I , . , I k T: 2_1�06 P.S.I. co'f� t ,- , - I , . � I I I I I , � ....' BA5E 4,19A THR - .'�'.," -, ­­­ "��."".*' I � 0L.Or-K AZAVI ' ' � ..., ;� M , "', i. I I LINDINTURUUD� �S 'OL -" ' � SOIL, STEEL 1 , - I : 7 , 1\11 I : 1 7 , RE AINED, -JINNTKITINCO� I 3R8ED GR IVHF.�, A HYDR,4,NT 12 LX,A1EP IN. A FIH, INN AC,QITION T3 PV:,,',R13'10 CONCRETE,. 2, STEEL R , ILE SIIALL �E USED AS �,=71'1"'NAL SUPPOR"r- I Lat : . � I I 1. SUI?0�UNU lh,EEF HOLES 'AITH GRAVEL 0,' KE , F F -0, " RE I i) FP, REE: 0 C AC TE, 21 MAI"'TAIN A ,� '01Z mia QwEF FRW THE MAIN Tf,'I THE FIRE H'(PRANT ( 1,'kLVQ-FT,', DITCHES 11 � I I -k Fr1IlS-IHEIJ' '��qAOE SHALL SL"RE AWAY Fk�,N THE FF,��E HYPIRONT AND I VALN7, SO X, I I I . I I 1 :4, THE �'ATE YAL'TE B ALLOVED IN, $HQFJ1LDFR Q`� 8EK.'41) THE �PIT'�H, Ir 16� N,107 ALLOWED Im THE j,NTCH. . . . I , , , I . 1. � I 6, WE Hl`VRAWTS� SHALL PE 14-_'�TALLEV AT LID0�4MOAS 'PWHERF6 WELF." HOLE"' APE AII30"VE JHE F'RE'VAILINIC GROUN,DNATER, ELEVA116UL IF � 1. � � - � . 11 I I I I � � RE,', -MIRED 7G, ,�E iN VIET AREAS, THE YXEP HOLE5 SHALL M � PUA3,C91 AND THE H'ITURNNT �HAU_ BE KIMPE-D GRY. . I TYPI`.'._'AL FIRE HYDR,4'&'JT A'S,SEMBLY DETAIL � � I I N.T�S' I FIIG;� W-4 1 . .1 I . ­ __ 11 I 11 -11 - . ..' .11 I 11 11 1. amln-��������������i�����'�� � 0111 11in"'11106 - NOT '�� .""O"' 10 '�A WA 0 97. /�� V, Jimmy L. Taggart Uc. No. Ilk, -'6 . .p. 22841 1* OA 06/25/18 , .,&,?'9 v 10NAL oo:�' If �� 11 I I .. � I—- - I I . 11 : I I I � I ''I - ­ I I 11 I - � � I I'll I 11 -1-1-1 ­­­ -1 ­­ � I I 11 � . I I - I I I-— -1 ­ � 11 .1111: I ­­­'...'', I 11 -1 I ­­.. - � ­ : � ''I 1. 1-11 I I'll 11 - 11 � � I I.- � . . I . I � I I I : ... I I - I 11 11 I � I .. � I I I I . ­ 111. I.. I ­ � I � : I 11 I.. � I.., I I � ­ I : 1:11--.11-1111-1- .1 ­­­­­­' I - . I - I .1 - I : . ..:. � �. , , 1. . . 11 . I - .: ''I I ... 1-1. � I - . - 11 --".;.I- I .1. . - I : , '' ­_ I-- ,. . � �. : . � - 1.11 - - I � � .111, . I 1. I 1-111 ­ 1. I .1 ­.. I I:- �. 1. I ­­ ''. . ­ I-.: :­ '' _. I I I �: I I.. ­­­ 1. 11 I I ­­ � . I— I ­­: ­ � :_ : i:� _:' . � � 1-11 I.: ­ ­ . ''.. 1. � � 1. .11 , '' - : � 11.11 1.1- '' . .- - I � � ­ I .1 1-1-1- � .1 I �. � - I � .111.1 I � 1: :,,:,: .. . . .... : . ,: , I � � 11 . I'll . 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Ill, .1 -.11 I I I � . . �� , � I ': 11_15�1 1 1 1 � I , 7; 1 1 � � . �; �­ . . . 11 : : '_ " I � � . . . -:1,4: .1 I � . � : . I � I . : I � I I -1- I - '' .7. --- --- - - . � . 11 .: BE , !EFIN: HILO X AN'DCX.) I I � I . C : ! NCRE�18 �.IASS. : : , _ - � � � ­ - I ­ I I . I . .... �. , 111. ­ I � � ­.! � I 11 .1. � � I � � .11 - . . I . I I.. I . . ' I I I � I . : I � - � , : .... . ': :.: �; : ... I - : I I � I'll, ­ 11 .11''.. , , . 11 I 1''.. - I-_ : � .' � I - � � : : . I . � I.. 11.1 I � � I I � . � I . . : . , , . I , � . , _ . ,: : I I :� � : I ,: . .1 -1 I I . I I I] I 1 I I . �. 1; I w., i I I � ft-: .1114 1 f 1. . . �. ,� � 11 I ­ I _ ­ 1- ­;., , , i':"' : : I -11'.. ! � 2'-O" . � � : : : : : : : : � : : I � I ''. I I I .1 I . ''. I I � I 11 .1. I.. - . 111. - : � I I I I ''. ''I''. � 1.11 I 11: ; 11-1 . I 1. . I - I .1. ,.!. I � I . � . I I I I . I I . � � . I I . I I � 11 � I I - . . ''. 11 � I � I I . I I I I I I � I � I ,I I .: ,� �. ; . f (I'YPICAL) , I . 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U) : ' t : � 7 : SHEET 17 of 19 JUN.Cl1DN BOXES, TRANSFORMER PADS, PEDESTALS, ETC- SHALL NOT :BE, LOCATED WITHIN THE RIGHT OF WAY, VARIES 4w, tt I 7 WATER SEWER I LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHdNE, CABLE, ETC.) EASEMENT WIDTHSI WATER OR SEWER ONLY 20' MINIMUM WATER 1 SEWER 30' MINIMUM SEE PART 3, PARAGRAPH Di SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING .A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W—? TD -1 UTILI'T'Y LOCATIONS & EASEMENT WIDTH DETAIL NOT TO SCALE 1299CGPL 12" GRATE FRAME 12" PEDESTRIAN GRATE All O I 1/4-20 X 13/4" LONG HEX BOLT ZINC -PLATED STEEL DRILL 0.281 THRU GRATE ONLY DRILL 0.201 THRU COUNTERBORE 0.75 X.18 DP TAP 1/4-20 THREAD NOTE: LOCATION OF LOCKING DEVICE MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT v BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 7-5-00 'i' PHN (770) 932-2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyloblas f FAX 770) 9ast� com TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2-20-10 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN PEDESTRUAN LOCKING GRATE ASSEMBLY IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ©zoTo NVLOPLAST DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO, 7001.110.034 REV C ANCHOR E,Y7EKaS INTO SIDE SFCATCH I_ DITCH _ aira LINE —' A ;1.�4dIE'c'I I. PIPE � t aka ul .'".0=tPICRGTE F � '°LAIC �.i. L: ;: PAvl�i^ dPa'rlti`IGPfis„j?ii 3, e 0.I,..PIPE ANCHOR NO. 1 A7 C RACESPACING � MANHOLE, E, LG 7O A3`9 NOT. OYER s% TO Stll NOT. OVER 2r' -0v Wi GREATER. NOT 011v4 i6' PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS' ON 6RADES 20% AND t EATER Fa.T.K; GIG. S --a CONCRETE ANCHOR DETAIL NOT TO SCALE SIDE VIEW POUR HINGES 1,75' DIAMETER DRILLEDH. iD HOLE FOR TOUCREA UNIT& { I TOP VIEW I { I I 3" DIAMETER FLAT BEARING SURFACE € UNDERNEATH { LIFT HANDLE ! _ 24' X :36' ALUMINUM ACCESS 1 HATCH TYPICAL METER VAULT N,T.S, FIG, W -7A TYPICAL .DETER. VAULT DETAIL NOT TO SCALE METER SIZE DIMENSION NA DIMENSION DIMENSIOxw WALT. SLEEVES' YV% '%CI£;K 78` MIN. B C . /—WATERPROOF SEAL iSTEP'S SHALL 8E FUDOER COATED TEST CONNECTION �S�TEEL �" Sri' s'D• a`�• 3' 5' MM SD' MIN. 4" 5' MIN, iC` MIN, GHAATERER cQ 3@" MIN. T=FUNG THR£AtDIED CONNECTIONS 5v MAX, TN 4" PRC3PEiSALS WILL BE SUBMITTER. SIDE VIEW POUR HINGES 1,75' DIAMETER DRILLEDH. iD HOLE FOR TOUCREA UNIT& { I TOP VIEW I { I I 3" DIAMETER FLAT BEARING SURFACE € UNDERNEATH { LIFT HANDLE ! _ 24' X :36' ALUMINUM ACCESS 1 HATCH TYPICAL METER VAULT N,T.S, FIG, W -7A TYPICAL .DETER. VAULT DETAIL NOT TO SCALE 2d" X 3V ALUMINUM ACCESS HATCH OVER METER AND TEST TAP 720" WALT. SLEEVES' YV% '%CI£;K 78` MIN. . /—WATERPROOF SEAL iSTEP'S SHALL 8E FUDOER COATED TEST CONNECTION �S�TEEL CQ"JPLiNO- TEST CONNECTION .. 'DRESSER STRAINER �°—METER III' GAIN. . r . cQ 3@" MIN. T=FUNG THR£AtDIED CONNECTIONS 5v MAX, ME71R�`., 2` BRASSPIPE T v tix 75° MSN. 8" MIN... VLAfING LENGTH (MIN) ' 3 STANDARD METER=79.25" 3 COMPOUND METERr2S.25" Q 2d" X 3V ALUMINUM ACCESS HATCH OVER METER AND TEST TAP 72" MIN. 60' MIN, NOTES L MINIMUM WALL THICKNESS FOR PRECAST OR. POUR—ICJ—PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'- 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3, PROVIDE A FLOOR DRAIN WITH A O'° DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PJMP, IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP, TYPICAL METER VAULT ('3" METER NTS FIG. W -7D I TD -17 TYPICAL METER VAULT(3'9 NOT TO SCALE �t':LTH of 97. Jimmy L. Taggart Lic. No. 22841 06/25/s8 �s'rONAL UNDISTURBED EARTH 2 - 3/4" DIA ALL-7HREAI3 ASTM A36 AND FIEX NUT ASTIM A588 (TYP? UNDISTURBED SOIL (TYP) MAIN VALVE - 1-- ' VARIES 4" DIAMETER B CH p -VALVE BOX AND VALLE r Till UNDISTURBED EARTHFIAN — PLUG VARIES WATER MAIN---' `�—RESTRAINED JOINT FITTINGS tiN—L NE { TYPE "B") VARIES THREADED COUPLING' PVC N??>LE AND UAP PVC SLEEVE or BRASS €3<PPLE AND CAP S ! f} LUBRICATE ALL THREADS THRUST BLOCK METED eax (SEE F+G. v—} VALVE.."' t 57 STONE M.J. FITTING- - `�-----, _ Z' -PIPE %'PED, _TC DRAIN iF F J. GRADE ALLOWS VARIES � , VARIES„ VC OR BRASS PIPE WBTFR MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE: —PI -UG DEAD END (TYPE "A") TY'ICAL. 8L.0`0,1--0FP ASSEMBLY N fS TD_..iy TYPICAL BLOW -OFF ASSEMBLY DETAIL NOT TO SCALE ea E _ �E fir• N E SVS � I e m ��� E it E 93 g 11 a E�z v , v I c M— Fznm i 1 r 1 I I I 4 I } AE 1 w 1 v j$e Ll TYPICAL MANHOLE FRAME & COVER FIGS S -t -D TD -91 TYPICAL MANHOLE FRAME & COVER DETAIL NOT TO SCALE VARIES Box fY' f 'VARIES Ir r WATER MAINi".J. FITTING L_ 44" DIP RESTRAINED JONIT FITTINGS TU t4cTER E}0X (i;EE FTG, t't_F;A7 TtIRU W- 7Q. I v COPPER \?„ CORP. STOP 4° PLUG THREADED FOR 2" COMPRESSION F;TTINC, NtOTE: . GATE VALVE WILL 6E 4" UNLESS 01HERWISE `sPECINED EY IHEACSA. a SERVICE LING TO CONNECT Ni MAIN WI III X"x4` TEE. REFERIoaw,W-3sn 'r»susrsL7� ptrnlLs aNTeE. - ttEctr,Torr,x.W-x eo+TrNeusrt;tctcxaErn€LsaFsnucv7srareovETroN�AIcvAlve. . NO CONCRETE SNQLLUITE FOLIFER ON ANY PART OFTNE RESTRAINED IOtN I, USE PLASTIC SHEETING AS k'RQI EL"TION xQn a}aGrs. . ux€ tsar Ps.1. coNcl;Ere. LARGE METER SERVICE LIME NTS FIG. W --CC LARGE METER _SERVICE LINE DETAIL NOT TO SCALE SHED GRADE TI=F IIT=?l1=IFf TRENCH a REDUCER P S:ICONCRETE THRUST BLOCK UNDISTURBED SOIL -- _- -, UFIDISTURBFO SOIL _. FJGf ?4' Mt». C IRENCH "4 ' RECD ,EF B" MN :500 P.S,L CONCRETE 'TRUST BLOCK UNCISIURBI0 SOIL — EDGImm _ OF TRENCH E4` MR NOTES PLAN VI _W NUT TO SCALE f-� • X30 cown,'TC SHAT SE POURED CN ANY PART OF THE MCCHANIs`,A€_ .JOINT, USE PLASTIC SHEETING AS PROTECTION FOR SOL?S. 3 MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVE=D By THE ACSA. 3 MINIMUMGERITAI PFNP'TRA ION INTO UND€STUR3E?D Sr II-, OR AS APPROA(E 3 BY THE ACSA, CERTIFICATION OF 957 COMPACTION REQUIRED IN TRFNCH. • THE CONSULTING ENGINEER SHALL BE RESPONS€FILE TO VERIFY THE. TYPE AND SIZE OF ALL THRUST BLOCKS, TYP CAL REDUCER THRUST BLOCK NTS FIG. W -3D TD -7 TYPICAL REDUCER THRUST _BLOCK DETAIL NOT TO SCALE mm A-3 CONPRETE MIN UNDISTURBED E I N NOTE! 1. ALL RODS AND FASTENERS SHALE. DE GIVEN TWO COATS OF AS!'HALIIC PAINT AFTER ASSEMBLY, 2. CONTRACTOR SHALL ENSURE THAT THE COLI.AP SEARS AGAINST UNDS'TURHED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3, DIMENSIONS SHOWN BEYOND THE TRENCH WIDTIi ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE CCUAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS ANCHOR RESTRAINTS FOR VALVES. NTS Fig. W -3C rrt_s CROSS ANCHOR RESTRAINTS FOR VALVES DETAIL NOT TO SCALE 111 Ill 3 Ilitl�4i'I-II I...,' CRIMP AND ROLL END OF CORKR PIPING, 42" MIN, REMfilh7N,^, Cr.PPF.P PipT:. 7G BE VERTICAA.. 24" Mit!, SI-IUT...Orf CORPORATION STOP j� �f TYPICAL.. SERVICE TAP ABANDONMENT YPICAL SERVICE FITS FIS; W 6 COUNTY REVISIONS I 06/25/1 . iSTEP'S SHALL 8E FUDOER COATED TEST CONNECTION �S�TEEL CQ"JPLiNO- ° 'DRESSER __..,.�.__. 12" 2' GATE VALVE WW/ . r . uj 3@" MIN. T=FUNG THR£AtDIED CONNECTIONS 5v MAX, ME71R�`., 2` BRASSPIPE T LL S2"' MIFJ. 5- MIN��6" MIN.{wr-- 3A- MAX. 72" MIN. 60' MIN, NOTES L MINIMUM WALL THICKNESS FOR PRECAST OR. POUR—ICJ—PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'- 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3, PROVIDE A FLOOR DRAIN WITH A O'° DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PJMP, IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP, TYPICAL METER VAULT ('3" METER NTS FIG. W -7D I TD -17 TYPICAL METER VAULT(3'9 NOT TO SCALE �t':LTH of 97. Jimmy L. Taggart Lic. No. 22841 06/25/s8 �s'rONAL UNDISTURBED EARTH 2 - 3/4" DIA ALL-7HREAI3 ASTM A36 AND FIEX NUT ASTIM A588 (TYP? UNDISTURBED SOIL (TYP) MAIN VALVE - 1-- ' VARIES 4" DIAMETER B CH p -VALVE BOX AND VALLE r Till UNDISTURBED EARTHFIAN — PLUG VARIES WATER MAIN---' `�—RESTRAINED JOINT FITTINGS tiN—L NE { TYPE "B") VARIES THREADED COUPLING' PVC N??>LE AND UAP PVC SLEEVE or BRASS €3<PPLE AND CAP S ! f} LUBRICATE ALL THREADS THRUST BLOCK METED eax (SEE F+G. v—} VALVE.."' t 57 STONE M.J. FITTING- - `�-----, _ Z' -PIPE %'PED, _TC DRAIN iF F J. GRADE ALLOWS VARIES � , VARIES„ VC OR BRASS PIPE WBTFR MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE: —PI -UG DEAD END (TYPE "A") TY'ICAL. 8L.0`0,1--0FP ASSEMBLY N fS TD_..iy TYPICAL BLOW -OFF ASSEMBLY DETAIL NOT TO SCALE ea E _ �E fir• N E SVS � I e m ��� E it E 93 g 11 a E�z v , v I c M— Fznm i 1 r 1 I I I 4 I } AE 1 w 1 v j$e Ll TYPICAL MANHOLE FRAME & COVER FIGS S -t -D TD -91 TYPICAL MANHOLE FRAME & COVER DETAIL NOT TO SCALE VARIES Box fY' f 'VARIES Ir r WATER MAINi".J. FITTING L_ 44" DIP RESTRAINED JONIT FITTINGS TU t4cTER E}0X (i;EE FTG, t't_F;A7 TtIRU W- 7Q. I v COPPER \?„ CORP. STOP 4° PLUG THREADED FOR 2" COMPRESSION F;TTINC, NtOTE: . GATE VALVE WILL 6E 4" UNLESS 01HERWISE `sPECINED EY IHEACSA. a SERVICE LING TO CONNECT Ni MAIN WI III X"x4` TEE. REFERIoaw,W-3sn 'r»susrsL7� ptrnlLs aNTeE. - ttEctr,Torr,x.W-x eo+TrNeusrt;tctcxaErn€LsaFsnucv7srareovETroN�AIcvAlve. . NO CONCRETE SNQLLUITE FOLIFER ON ANY PART OFTNE RESTRAINED IOtN I, USE PLASTIC SHEETING AS k'RQI EL"TION xQn a}aGrs. . ux€ tsar Ps.1. coNcl;Ere. LARGE METER SERVICE LIME NTS FIG. W --CC LARGE METER _SERVICE LINE DETAIL NOT TO SCALE SHED GRADE TI=F IIT=?l1=IFf TRENCH a REDUCER P S:ICONCRETE THRUST BLOCK UNDISTURBED SOIL -- _- -, UFIDISTURBFO SOIL _. FJGf ?4' Mt». C IRENCH "4 ' RECD ,EF B" MN :500 P.S,L CONCRETE 'TRUST BLOCK UNCISIURBI0 SOIL — EDGImm _ OF TRENCH E4` MR NOTES PLAN VI _W NUT TO SCALE f-� • X30 cown,'TC SHAT SE POURED CN ANY PART OF THE MCCHANIs`,A€_ .JOINT, USE PLASTIC SHEETING AS PROTECTION FOR SOL?S. 3 MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVE=D By THE ACSA. 3 MINIMUMGERITAI PFNP'TRA ION INTO UND€STUR3E?D Sr II-, OR AS APPROA(E 3 BY THE ACSA, CERTIFICATION OF 957 COMPACTION REQUIRED IN TRFNCH. • THE CONSULTING ENGINEER SHALL BE RESPONS€FILE TO VERIFY THE. TYPE AND SIZE OF ALL THRUST BLOCKS, TYP CAL REDUCER THRUST BLOCK NTS FIG. W -3D TD -7 TYPICAL REDUCER THRUST _BLOCK DETAIL NOT TO SCALE mm A-3 CONPRETE MIN UNDISTURBED E I N NOTE! 1. ALL RODS AND FASTENERS SHALE. DE GIVEN TWO COATS OF AS!'HALIIC PAINT AFTER ASSEMBLY, 2. CONTRACTOR SHALL ENSURE THAT THE COLI.AP SEARS AGAINST UNDS'TURHED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3, DIMENSIONS SHOWN BEYOND THE TRENCH WIDTIi ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE CCUAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS ANCHOR RESTRAINTS FOR VALVES. NTS Fig. W -3C rrt_s CROSS ANCHOR RESTRAINTS FOR VALVES DETAIL NOT TO SCALE 111 Ill 3 Ilitl�4i'I-II I...,' CRIMP AND ROLL END OF CORKR PIPING, 42" MIN, REMfilh7N,^, Cr.PPF.P PipT:. 7G BE VERTICAA.. 24" Mit!, SI-IUT...Orf CORPORATION STOP j� �f TYPICAL.. SERVICE TAP ABANDONMENT YPICAL SERVICE FITS FIS; W 6 COUNTY REVISIONS I 06/25/1 SHE f Ir uj LL 0 Lu _ I t SHE DRAWING INDEX 2 General Notes 3 SRW Details 4-5 Volt A,, - $fd. 0 to stet, 212 5 :Well 8, stc, 0 to Std96 6Wall C 0 tasta 105 . LESEW> In- 4,PpUmf (4" Htkoht) f 71 L,"uv P0 bwn- q"T" Slim a,. w', r Ltm cogerift). TOP, of C IV 1110 Tow Dow s-tiomof wa a�4kov ee�id*irq zw, svrateaid $6460 RE'AIN TNWALL A 5it(i to stea, I P-0 Wewed pom Franl.tke of, Wall Design 5 1 di( , Searing Pressure . . . . . . . . . . . . . . . . 11 - 30 FT MCEO OEOTECH Potmok., Yir Phaaa= (540} 365-2374 fax: .{5540) to ft, ko ft, Frojeet Nv, RWr1979. sheet 4 of, IGENEAAL NOTES,' eFSIQi PA AAMETEA5s 1,0 SMf, VE-65ETATTNE ANO VgGANCSOTI, FRC?A T?EWALL #3 .6 FX2.D AD-TV,5TMEN7F OF MA6E Aflo 0uINFERNATTQN I AI, RVTLt>TNf COt)E,(ZR r), AND 6EOGlLU ALT"5NT4 rim LAVERS McIrH THE us. of, SHIMS 2 THE WALLPROFILES ARE BASSD,DN THE rAAW:N* PLAN, INDEX TTTtE S67, 10 BEtY-H 4VTAO. EXCAVAVEI� ai3O?E5, OkA6PHALT411t*V;;10 R,42P DN'C*VOR5E Of RLOCK BY 5HEETNO, 7 OF 1/,ZATEO JULY12, 2717, PREPAVED.IRY 601ARN1om 3,C) DO NOT MAVATE KYO.N-1) EXCAVATION L-INEG SHOWN: A MAXIAWM OF 1/4 v1eH %`ERTICAL HEIGH.,F DESIK U -C ON PLANUNLEV, MAECrEt, RY THE f;, E Q I ffr I H . NMAL 14,0 AEKNfOkCED FILL SHALL cbN�55 r OF 6RAW LAP fVX Fm 3 WALL tt'rAM.55,416" ON 1"X5 PtAN AW FOR A . ),X� VEATT4A.ST*4E WT ENGINEER TO REMOVE UNSUITABLE SOZ UNITS MEET:t� TME NATIONALCONOICTE MASONRY ASSOCTATTOt I OICA) 4,6 CON rkAcrok SMALL EN$VRE Tb4PCVAQY EXCAVA TION5 ARE STAeLE WITH A MIWAIVM ANGLE Of INTEATIAL FRICTT.ON, OF 30 DEGREES 4AITERIA FORK SAW WALL SYSTEMS. AND FROWElf EXCAVATION $�IPFOPT IF NEEOED. AS OUTLINED IN E516N PARAMETERS - i,*TE 4, 4 ENGTNEEAn* ANALV515SASW ON USE OF STRATA6Qz scm GeoGRrbs, 50 REOTFCMNICAL ENGINEER SHAL(_VEMFY FOUNI)ATION L0-,I`PLAS'-1C1TY SILT OR CLXY �ML-CL) CAN IIE U5EI)�$08,TErT TO 6THERCOMPAT14tE &EOGRrbS MAY BE SUBSTITUTEC, WtTH I'lf APPkOVAL SOILS AS BEING COMPETENT PER TK•DESIGN PARAMErERS, APPROVAL aY Tl-ff GEQTECH,1TICAL ENGINEER. OF THE`AIALLI?E516N FNGTNEE4 6.0 LEVELIN4, PAD �.FHALL CONSIST 0 COMPACTEID SAND, GRAVEL. MAXIMUM PARTICLE SHAD -B'S L-MXTFb TO' Z1! OC F5 IN MAIAE M, 5 THE DpSuN OF THE SE01KNIAL PSTAINXN6 WALL (SRW) OkMMKNATION ANDSHALLPE AMINTMVM6-1AKE TH14:K 'MEMME FRACTION' =NV5 51EVQ SHALL HAVE A MAXIMUM A55UMES THE fOUQWjt44 l5ARAMMPS: LAYEA 14'M A MIN1MUMA11OTH:OF Z4 INCHF5, LIOUID LIMx7 (2-L) OF 40 ANb A MAXLM&, PLASTICITY,1NDE X (a) FRICTION A, AN A(,TMAME, A #ATNTMVMI-114CK rHTCKtAYER0f QF 90, 1'HE 9AC0, , ILL -IHAO-BPREF OF be2Q15AND 096ANIC MATTER. SOIL Utitt WEM-iT ANQ F COXSSGN tRANCOWPETE CPLOWAO.LFILL) WITH A ae, IAY CUMPRESSrW HI&HLY OTANSIVPAMLS (MWCH) 5HA-LNOT BE USEO IN THE TYP (paySO q), (OEG) ............ -3OQ P5t MAY fsE U BED AS A LEVELMG VA!,-, orNFORCEp FxU ZON--- QeFNFrACED FILL Izo SQ 7,1'3 A 4.11dCH UTri i cR SLOTT°L NAAINKGeTIPE SHALL BE Dc5TALt.ET:, 15.0 RqNPOAZED F10- SHALL BE %ACE6 IN &X Zit LIFTS AN -b PETAIND SOIL $m,t& IES 24 0 9EHtNbTke WALL AN 0 CONNECT TO WCEPHa-v$ 0451 ALLE6 AT" eOMRACtEts TO A MINK AkUfAOF 51514 OFIAAXVAVM FOWt ATTO I NSOTi. 5A-Av 24 THE. BASE Or, THE WAL, (40 FEET ON eENTERI AND PXTR,vb REYONLI CQMPACTION TESTS -SHALL THE FINAL 4RADE TO, DAY"GH T' ­IEE bUIN DETAT-1), 6,0 N,�46TICI-wsorL >4 THE Rnwmcm FILL z CLEAN AN�Lq.AA GAAVIEL (VDOT NQ, CAN BE R ED . FOR Fl.� P . RUM I C-0 I TNF BQTLT-qPLACED I,�D: A VTPATORY PIATE, TAMPER 64AU R VSEE) TO AENSIFY AND Eich dfi is COAPACfEfi fo 4 MININIUM OF MAXIMUM NO. r,7 sFoNr. compAvac,,N -rn ts cAw &= wAIvPL, STANDARD PkIXTOR cENSITY, ANt) Si ITHTt-4 3 PEPoENtAGe. POINt�� SIEVE SIzE fikCeNT ACE PASSING, WREAENOW STONE 16 ttsEbA1REINF( �E&FILL, OF oPTvAUM,mOISTvoE,cUmTFK.T, USING FORTASLF WATAcT,➢low EQUIPMENT. W) Vd CONiTRACTOP 8HAO, SLOT SITE c;AAbE S TO atAA()F1FA.WAY FROM WALL AT ENO OF EACH OAY f0 AVO10 CLAY (rH;MH),ROQTS ZON'E, ANY --,OfT, 5ATVgAT9D SfyM BXO 5k&�, BE IN S'J8C NO, 4 26.0 AW ' 5URVACE 6PA10A CC FEA VU ZEB, fit-ITSf,1 GRADTNO, PAVE.MCrITI UNb FR CUT M 4 1) PEPL, ACEb CRUSHeb STON-TO STABILIZE -WE Na, ZdO O -E OR TURF $HAU 2E INSTALLED IMME I)W�- LY AFTER THE WA LL 1$ COMFLCTED: FOUIZATION sU"kAbE OR AS DAECTEb 0 1 Y THEfEOIEHNICAL EN61NEEA, 9,13 SEO&PTO51V4AU #3E LAID tOJZTZONTAUV ON COMPACIW 19,0 IF SMAND SOIL.ClOWTIONS, WALL GEOMETRY, OR WAU- mAamum EXP06EDWALL:W-16HT z 6 FEET PACKFILL FOAIH" PEQU-AEG GEf*krb €.E^*TH (R,) IN,TH6 WAIANG. bAAKIINGS,4Nb TWE DE314> 4LOPE � I, FRONT S EWL TO MAX'2,5k IV TENSILE STReMTH OIRECTION �(PERPENb=OLAQ YO WALL FACE) PAPA'ME:TERS,THF: CONTRA, TORMcIST CONT ACT THE MALL DESWN 0ACKaOPE 8EPTND Tkk WAUL, tRDA0yvAY/PAR9st,uC4 Ltn), ce-jfI, NOTEt, ONri-,E WALL PROME. TRE IEOGRTb $HAU, SC EWINEER mokv PROcE EGT"6- WrrLi Tlie crNsTwCMOOF 111E WAIA- SUPCHA AGE A T rQJ1 DF WALL (RO AOWAY, WALL A 410VA&L 9 t m F-qF PLACED MlITHIN jQNF INCH OF THE vRoNT rAcE:OF SUACRAk&E AT TOP Of WALL (PARiCKO LO`': WALL 0 10() PSF THE 0141T BELOW AND EXTEND HORTZONTALtY '0!) OETAW,4 FOR FEWE OR i4A3*bPAILPOST,5rT THE TOROF THE WALI, CWERCOMPACTE-UML, ARE PROVIDED FORPLACSMENT Or POSTS (SEE SHEET 3OF 6), WN FACTOR OF SAFETY (S=NGJ: 1,0 WO Af4Cd� A VS=A STONE CUT UNITS.MQLOEt7 UIMANBIO NS MtN FACTOR OF sAFhTY i0WRTURNIN6'', <l A kl N FACTOR OF 5AFEW, (9EAkM* CAFACITY) I0 h I W,i' S DEEP AND SHALL t 4OT D I FEE R MORE THAN PE5rGN SOU, 9EAka-k CAPAaTY (?' fl. 7AQ PSI TO VIF)O PSF IN ANY'61MENS'WN. (Filled With $tone! 'CEILES See NOTE ON WALL Er COLA - -WCHMOW iwTimweplo�e Suit" SP n4 VC A QB6-1NCH5ET9AZT PER WIMT(LOtATOR LVQ 5HAN, BE MAINTAINED Alb�tm�w4e Viraima FLIP PROP En GAT-TERiT.E. 1: DEGREE CANT FACA VERTTCAQ. ............. MO &E04RID$ WALL EiEPLACE�>WTTPUN I INCH Of THE FRONT. FACE a "56 Buckland Mill Road Roanoke, vjrvrda OF THE UMTS AND GE06,klDs PULLE6 t,6PT (AFTEk PLvxEMENT Top 1-6cdfo� fjjq ?4019 OF THE NEXT COURSE V�4U)<K2UNITSYTO REMOVE BLACK I . :,� � F MR.' pg Phom: ("0 366- 37+7 ANP TO MITEGRA-ft 6EQIRIO$ ANO ijf4IT$,-6 Fax ) 1!00 (W 904 UNIT CONNECTION DETAIL (Not to Scole) project No. AW -1979 WALL A Upper W411 D SM PLAN T04 = 463,61 (High Point) TOC 4�9,00 C 469h.7 476 474 LC6Ef4bTwfnqhfll/T,%wwFqocv Pax: (540) 904-6200 474 Suites Tie in 'Ar. tK Upper Wulf A @ Ste- 1095 47o: v« to .,.:Fv. eX- Cop 00 (4�,M69ht) s-wq 1111!L117 CMCW aonck Th* Stan or Ven. V, 464 4 9117-i:411t-ill Ir 0 5.015.6 Bucklond Mill. Road v/4 GT"Iwhj R(Ill TOC Tv of 40P 06if keTAININC VALL 'M 040):36,6-931,9 N TOW T -P Of WfjjI W (W) 904-6200 V- loft, pr& C) :BOW floftv6 of Wall lxudWM9 E,,mnf) Viewed From Front Face Wq;f 4. 86W 4%W of Z 1'!- 10 f17 t.,10 Aw- 1979 W 456,60 A proaosed, Grade,& llotttimof Wall 0 1 OTECH 5956 Bw*lond Mill Rood Date: 1011Z117 to j' go 3 96 j r-orw. . LOwh of . ) 10 4 1 O,o?i Pipt 1. teoigld: (psf) (D R*visiow 1. 02/06/jil S""t 7 Of 7 IGENEAAL NOTES,' eFSIQi PA AAMETEA5s 1,0 SMf, VE-65ETATTNE ANO VgGANCSOTI, FRC?A T?EWALL #3 .6 FX2.D AD-TV,5TMEN7F OF MA6E Aflo 0uINFERNATTQN I AI, RVTLt>TNf COt)E,(ZR r), AND 6EOGlLU ALT"5NT4 rim LAVERS McIrH THE us. of, SHIMS 2 THE WALLPROFILES ARE BASSD,DN THE rAAW:N* PLAN, INDEX TTTtE S67, 10 BEtY-H 4VTAO. EXCAVAVEI� ai3O?E5, OkA6PHALT411t*V;;10 R,42P DN'C*VOR5E Of RLOCK BY 5HEETNO, 7 OF 1/,ZATEO JULY12, 2717, PREPAVED.IRY 601ARN1om 3,C) DO NOT MAVATE KYO.N-1) EXCAVATION L-INEG SHOWN: A MAXIAWM OF 1/4 v1eH %`ERTICAL HEIGH.,F DESIK U -C ON PLANUNLEV, MAECrEt, RY THE f;, E Q I ffr I H . NMAL 14,0 AEKNfOkCED FILL SHALL cbN�55 r OF 6RAW LAP fVX Fm 3 WALL tt'rAM.55,416" ON 1"X5 PtAN AW FOR A . ),X� VEATT4A.ST*4E WT ENGINEER TO REMOVE UNSUITABLE SOZ UNITS MEET:t� TME NATIONALCONOICTE MASONRY ASSOCTATTOt I OICA) 4,6 CON rkAcrok SMALL EN$VRE Tb4PCVAQY EXCAVA TION5 ARE STAeLE WITH A MIWAIVM ANGLE Of INTEATIAL FRICTT.ON, OF 30 DEGREES 4AITERIA FORK SAW WALL SYSTEMS. AND FROWElf EXCAVATION $�IPFOPT IF NEEOED. AS OUTLINED IN E516N PARAMETERS - i,*TE 4, 4 ENGTNEEAn* ANALV515SASW ON USE OF STRATA6Qz scm GeoGRrbs, 50 REOTFCMNICAL ENGINEER SHAL(_VEMFY FOUNI)ATION L0-,I`PLAS'-1C1TY SILT OR CLXY �ML-CL) CAN IIE U5EI)�$08,TErT TO 6THERCOMPAT14tE &EOGRrbS MAY BE SUBSTITUTEC, WtTH I'lf APPkOVAL SOILS AS BEING COMPETENT PER TK•DESIGN PARAMErERS, APPROVAL aY Tl-ff GEQTECH,1TICAL ENGINEER. OF THE`AIALLI?E516N FNGTNEE4 6.0 LEVELIN4, PAD �.FHALL CONSIST 0 COMPACTEID SAND, GRAVEL. MAXIMUM PARTICLE SHAD -B'S L-MXTFb TO' Z1! OC F5 IN MAIAE M, 5 THE DpSuN OF THE SE01KNIAL PSTAINXN6 WALL (SRW) OkMMKNATION ANDSHALLPE AMINTMVM6-1AKE TH14:K 'MEMME FRACTION' =NV5 51EVQ SHALL HAVE A MAXIMUM A55UMES THE fOUQWjt44 l5ARAMMPS: LAYEA 14'M A MIN1MUMA11OTH:OF Z4 INCHF5, LIOUID LIMx7 (2-L) OF 40 ANb A MAXLM&, PLASTICITY,1NDE X (a) FRICTION A, AN A(,TMAME, A #ATNTMVMI-114CK rHTCKtAYER0f QF 90, 1'HE 9AC0, , ILL -IHAO-BPREF OF be2Q15AND 096ANIC MATTER. SOIL Utitt WEM-iT ANQ F COXSSGN tRANCOWPETE CPLOWAO.LFILL) WITH A ae, IAY CUMPRESSrW HI&HLY OTANSIVPAMLS (MWCH) 5HA-LNOT BE USEO IN THE TYP (paySO q), (OEG) ............ -3OQ P5t MAY fsE U BED AS A LEVELMG VA!,-, orNFORCEp FxU ZON--- QeFNFrACED FILL Izo SQ 7,1'3 A 4.11dCH UTri i cR SLOTT°L NAAINKGeTIPE SHALL BE Dc5TALt.ET:, 15.0 RqNPOAZED F10- SHALL BE %ACE6 IN &X Zit LIFTS AN -b PETAIND SOIL $m,t& IES 24 0 9EHtNbTke WALL AN 0 CONNECT TO WCEPHa-v$ 0451 ALLE6 AT" eOMRACtEts TO A MINK AkUfAOF 51514 OFIAAXVAVM FOWt ATTO I NSOTi. 5A-Av 24 THE. BASE Or, THE WAL, (40 FEET ON eENTERI AND PXTR,vb REYONLI CQMPACTION TESTS -SHALL THE FINAL 4RADE TO, DAY"GH T' ­IEE bUIN DETAT-1), 6,0 N,�46TICI-wsorL >4 THE Rnwmcm FILL z CLEAN AN�Lq.AA GAAVIEL (VDOT NQ, CAN BE R ED . FOR Fl.� P . RUM I C-0 I TNF BQTLT-qPLACED I,�D: A VTPATORY PIATE, TAMPER 64AU R VSEE) TO AENSIFY AND Eich dfi is COAPACfEfi fo 4 MININIUM OF MAXIMUM NO. r,7 sFoNr. compAvac,,N -rn ts cAw &= wAIvPL, STANDARD PkIXTOR cENSITY, ANt) Si ITHTt-4 3 PEPoENtAGe. POINt�� SIEVE SIzE fikCeNT ACE PASSING, WREAENOW STONE 16 ttsEbA1REINF( �E&FILL, OF oPTvAUM,mOISTvoE,cUmTFK.T, USING FORTASLF WATAcT,➢low EQUIPMENT. W) Vd CONiTRACTOP 8HAO, SLOT SITE c;AAbE S TO atAA()F1FA.WAY FROM WALL AT ENO OF EACH OAY f0 AVO10 CLAY (rH;MH),ROQTS ZON'E, ANY --,OfT, 5ATVgAT9D SfyM BXO 5k&�, BE IN S'J8C NO, 4 26.0 AW ' 5URVACE 6PA10A CC FEA VU ZEB, fit-ITSf,1 GRADTNO, PAVE.MCrITI UNb FR CUT M 4 1) PEPL, ACEb CRUSHeb STON-TO STABILIZE -WE Na, ZdO O -E OR TURF $HAU 2E INSTALLED IMME I)W�- LY AFTER THE WA LL 1$ COMFLCTED: FOUIZATION sU"kAbE OR AS DAECTEb 0 1 Y THEfEOIEHNICAL EN61NEEA, 9,13 SEO&PTO51V4AU #3E LAID tOJZTZONTAUV ON COMPACIW 19,0 IF SMAND SOIL.ClOWTIONS, WALL GEOMETRY, OR WAU- mAamum EXP06EDWALL:W-16HT z 6 FEET PACKFILL FOAIH" PEQU-AEG GEf*krb €.E^*TH (R,) IN,TH6 WAIANG. bAAKIINGS,4Nb TWE DE314> 4LOPE � I, FRONT S EWL TO MAX'2,5k IV TENSILE STReMTH OIRECTION �(PERPENb=OLAQ YO WALL FACE) PAPA'ME:TERS,THF: CONTRA, TORMcIST CONT ACT THE MALL DESWN 0ACKaOPE 8EPTND Tkk WAUL, tRDA0yvAY/PAR9st,uC4 Ltn), ce-jfI, NOTEt, ONri-,E WALL PROME. TRE IEOGRTb $HAU, SC EWINEER mokv PROcE EGT"6- WrrLi Tlie crNsTwCMOOF 111E WAIA- SUPCHA AGE A T rQJ1 DF WALL (RO AOWAY, WALL A 410VA&L 9 t m F-qF PLACED MlITHIN jQNF INCH OF THE vRoNT rAcE:OF SUACRAk&E AT TOP Of WALL (PARiCKO LO`': WALL 0 10() PSF THE 0141T BELOW AND EXTEND HORTZONTALtY '0!) OETAW,4 FOR FEWE OR i4A3*bPAILPOST,5rT THE TOROF THE WALI, CWERCOMPACTE-UML, ARE PROVIDED FORPLACSMENT Or POSTS (SEE SHEET 3OF 6), WN FACTOR OF SAFETY (S=NGJ: 1,0 WO Af4Cd� A VS=A STONE CUT UNITS.MQLOEt7 UIMANBIO NS MtN FACTOR OF sAFhTY i0WRTURNIN6'', <l A kl N FACTOR OF 5AFEW, (9EAkM* CAFACITY) I0 h I W,i' S DEEP AND SHALL t 4OT D I FEE R MORE THAN PE5rGN SOU, 9EAka-k CAPAaTY (?' fl. 7AQ PSI TO VIF)O PSF IN ANY'61MENS'WN. (Filled With $tone! 'CEILES See NOTE ON WALL Er COLA - -WCHMOW iwTimweplo�e Suit" SP n4 VC A QB6-1NCH5ET9AZT PER WIMT(LOtATOR LVQ 5HAN, BE MAINTAINED Alb�tm�w4e Viraima FLIP PROP En GAT-TERiT.E. 1: DEGREE CANT FACA VERTTCAQ. ............. MO &E04RID$ WALL EiEPLACE�>WTTPUN I INCH Of THE FRONT. FACE a "56 Buckland Mill Road Roanoke, vjrvrda OF THE UMTS AND GE06,klDs PULLE6 t,6PT (AFTEk PLvxEMENT Top 1-6cdfo� fjjq ?4019 OF THE NEXT COURSE V�4U)<K2UNITSYTO REMOVE BLACK I . :,� � F MR.' pg Phom: ("0 366- 37+7 ANP TO MITEGRA-ft 6EQIRIO$ ANO ijf4IT$,-6 Fax ) 1!00 (W 904 UNIT CONNECTION DETAIL (Not to Scole) project No. AW -1979 WALL A Upper W411 4W 476 T04 = 463,61 (High Point) TOC 4�9,00 C 469h.7 476 474 TOW =40:67 Pax: (540) 904-6200 474 I QW 46267 Tie in 'Ar. tK Upper Wulf A @ Ste- 1095 47o: v« to .,.:Fv. Prdvt No. s-wq 1111!L117 -4. 1 Sheet 464 4 9117-i:411t-ill Ir 0 ,e U, 46i <xmp WALLI 474 __ =- , OC 4t>2 .33 M T Lower t9 470 TOW 462,00 US 466. i) in iv#ih Up00 Wali A 466 OC w 461,67 4M FbW 45133 ip � 462 456 454: 454 452 rg 4W SO 449 SOW 454.40 446 4A4: 1/z c fit PT ["o- -7-6- ZO ..... . .... P�f L, LE&ENO ArKihol V.*k4,Vnft4 (ir, Htiq6t fly'*44�) L= -Le Iiv #.d (Min. V Thick 51- ar Mi., 3' L.. Caner t TOC TOO Of COB. tilos TOW Tap of W-1 (F-Cludlay Oap V,0) saw sot"M of 'Wall MKW04V EMb4*wt) 4' w46 Plot to tq1ijli%4_ LPF - T04 � 446� - T 461,00, J'A' F TOW .461,3: 460,67 42" Saftly Handrail or Fence )w 464,00 44- i#; I85i 9iU .pt3D TOC 4- TOC = 470,13 (High Poing) TOW 470,00 N °�ri�� :Pts <� T SOW 466,00 _RETAINING WALL DETAILS, Eitas"".439TOW T04 = 463,61 (High Point) i 24019 RWK*.� Virona TOC, - = 463,33 Pax: (540) 904-6200 I QW 46267 Tie in 'Ar. tK Upper Wulf A @ Ste- 1095 v« to .,.:Fv. Prdvt No. s-wq 1111!L117 u m-t.':7 1 Sheet 5 of •6 Ir 0 W () <xmp t GT Propose,: 6roIle di as W C) Sprir4w Suites 86W 4%W 10 Z Albtmoria LouisVr 0110 < W 456,60 A proaosed, Grade,& llotttimof Wall 0 1 OTECH 5956 Bw*lond Mill Rood to j' go 3 96 j 6L 10 F11 W (D _RETAINING WALL DETAILS, Su4sdqueht &eood CIpnvatjons to. Oveirkq 5eo9rhis and Place.� 31 Soig.Fill Eliminote GoPB I fietwp4n OvkHopping 6,-Oqmd$ foe Tw ow Anchor, Vertica Units CONCAVE CURVE DETAIL .040t to ScOte) R U: V'1, I--- - --- j I 1Z �,� 470, .c TOC 459.67' TGW=4593; 466 5456 Buckland trill Rood N i 24019 RWK*.� Virona Phww: (W) 366-2379 Pax: (540) 904-6200 JH; ff, : ... I v« to .,.:Fv. Prdvt No. s-wq 1111!L117 u m-t.':7 1 Sheet 5 of •6 Su4sdqueht &eood CIpnvatjons to. Oveirkq 5eo9rhis and Place.� 31 Soig.Fill Eliminote GoPB I fietwp4n OvkHopping 6,-Oqmd$ foe Tw ow Anchor, Vertica Units CONCAVE CURVE DETAIL .040t to ScOte) R U: V'1, I--- - --- j I 1Z �,� 470, .c TOC 459.67' TGW=4593; 466 L -11L TOC TOW WW Anchor Vertica Unit 9 CONVEX. CVP.VE. DETAIL Z F"" Post W/ Sleeve -It Fence Post System IZ` Dllo,x 24' Depth (rout Fill After Post Ifistaliation "il Min 3,000 psi &rouf PVC cooled -strut PCI,' Coo teci Cantilever Bost min: 'Pill SLEEVE4T FENCE POST DETAIL (NST -to_ 5ealej A, C Parking dot surcharge ,r 100, ppfF 7� . .. ..... 7F: r Min 42" Safety HawFencendrail Fan 45 67TOC -r--TQC .457,67 ---=4;4�tTOC=4,57,0Q :Tow 0 E [U141= 4157,33 Z TOW = 456,67 TOW, 456M NV 45567 SOW 452,M toat 40 FT ti. (TypI46� "-L T. orain Pipeta b4fl-�w, W = 45a,00 (Irow Point) 40 50 60 .70: 36D f7loa -station (ft) CL a fts. T F 'E. I Z"Ill (1) N Uj Ul QU- U) C Ir 0 W () <xmp 446. Propose,: 6roIle di > W C) Sprir4w Suites 10 Z Albtmoria LouisVr 0110 < •f 0 1 OTECH 5956 Bw*lond Mill Rood q L -11L TOC TOW WW Anchor Vertica Unit 9 CONVEX. CVP.VE. DETAIL Z F"" Post W/ Sleeve -It Fence Post System IZ` Dllo,x 24' Depth (rout Fill After Post Ifistaliation "il Min 3,000 psi &rouf PVC cooled -strut PCI,' Coo teci Cantilever Bost min: 'Pill SLEEVE4T FENCE POST DETAIL (NST -to_ 5ealej A, C Parking dot surcharge ,r 100, ppfF 7� . .. ..... 7F: r Min 42" Safety HawFencendrail Fan 45 67TOC -r--TQC .457,67 ---=4;4�tTOC=4,57,0Q :Tow 0 E [U141= 4157,33 Z TOW = 456,67 TOW, 456M NV 45567 SOW 452,M toat 40 FT ti. (TypI46� "-L T. orain Pipeta b4fl-�w, W = 45a,00 (Irow Point) 40 50 60 .70: 36D f7loa -station (ft) CL a fts. T F 'E. I Z"Ill RETAINING, WALL C' i ELI holie: (W) 36.6-2379 a& (ESsciud€rg lap U,0) 'hC-- -6100: 00 $to,: 0 to Sto" 105 1 (W) 9.04 IH-, t" -x0, Str040rid 50200 Viewed rrom.Front Faze of W611 RW -1979: 1 = ves(gn boif Oeoring Pressure Date; 10112/17, �VT R of t.00 VA Jimmy L. Taggart Uc. No. 4 22841 DATE JULY 12, 2017 SCALE AS SHOWN (1) N Uj QU- U) C Ir 0 W () <xmp UL < > W C) Sprir4w Suites Z Albtmoria LouisVr 0110 < •f 0 1 OTECH 5956 Bw*lond Mill Rood RETAINING, WALL C' i ELI holie: (W) 36.6-2379 a& (ESsciud€rg lap U,0) 'hC-- -6100: 00 $to,: 0 to Sto" 105 1 (W) 9.04 IH-, t" -x0, Str040rid 50200 Viewed rrom.Front Faze of W611 RW -1979: 1 = ves(gn boif Oeoring Pressure Date; 10112/17, �VT R of t.00 VA Jimmy L. Taggart Uc. No. 4 22841 DATE JULY 12, 2017 SCALE AS SHOWN FILE NUMBER 1&0042 -un -.11101p, (1) Uj D U) Ir 0 W () <xmp UL < > W C) C) Z < 0 W (D z < z U- LD o rr W Z CC Cr FILE NUMBER 1&0042 -un -.11101p,