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HomeMy WebLinkAboutSDP201700070 Plan - Submittal (First) Final Site Plan and Comps. 2018-01-17FINAL SITE PLAN FOR 11OLLYMEAD TOWN CENTER HOTEL TAX MAP 03200-00-00-041 D5 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' LEGEND EXIST NEW DESCRIPTION - COVER 5 H E ET X 125 TO TOP OF CURB ELEVATION CONCRETE PAVEMENT / SIDEWALK X 125 SPOT ELEVATION -: X 125TwTOP OF WALL ELEVATION - EXISTING CONDITIONS X 125BW BOTTOM OF WALL ELEVATION �G ..ty.. BENCHMARK y ~` �r C 6 - GRADING PLAN UTILITY EASEMENT - - - ------ - WATER EASEMENT STORM SEWER - LANDSCAPING PLAN - RD ROOF DRAIN - =- SEWER LINE - WATER * SEWED PROfILE5 w WATER LINE - WATER * SEWER DETAI L5 cns GAS LINE CG -12 OHE OVERHEAD ELECTRIC WIRE ---- UGE UNDERGROUND ELECTRIC ---- - OHT OVERHEAD TELEPHONE LINE ucT - UNDERGROUND TELEPHONE LINE F ITE - i DRAIN INLET (DI) ` O STORM/SANITARY MANHOLE {. PLUG ® WATER VALVE & BOX . 4 FIRE HYDRANT s ® WATER METER LIGHT POLE - UTILITY POLE ---�- DRAINAGE DIRECTION TAX MAP 03200-00-00-041 D5 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' IMAGE PROVIDED BY GOOGLE MAPS PROPERTY LINE - SHEET INDEX - - - - ADJACENT PROPERTY LINE PROPERTY C I - COVER 5 H E ET F. 63,886 SF CONCRETE PAVEMENT / SIDEWALK o BUILDING SETBACK C2 - PRO 1-1- E R5 PARKING SETBACK C3 - EXISTING CONDITIONS SANITARY EASEMENT C4 L, ..ty.. C5 y ~` �r C 6 - GRADING PLAN UTILITY EASEMENT - - - ------ - WATER EASEMENT C7 - LANDSCAPING PLAN ACCESS EASEMENT C6 '.a CIO C9 - WATER * SEWED PROfILE5 TREE LINE C 10 - WATER * SEWER DETAI L5 _- --- FENCE CG -12 STREAM CI I- 5 W M P RO 1= I L E 5* D ET A I L5 12 - INTERVAL CONTOUR }. -- - ao - INDEX CONTOUR F ITE s n JFr „ N ( , *VJI i d i,: iitP CfY4r *s�'Fli IMAGE PROVIDED BY GOOGLE MAPS PROPERTY LINE - SHEET INDEX - - - - ADJACENT PROPERTY LINE PROPERTY C I - COVER 5 H E ET VACATED LINE 63,886 SF CONCRETE PAVEMENT / SIDEWALK o BUILDING SETBACK C2 - PRO 1-1- E R5 PARKING SETBACK C3 - EXISTING CONDITIONS SANITARY EASEMENT C4 - 51 TE DEVELOPMENT PLAN - -- - GAS LINE EASEMENT _..__ GRADING EASEMENT C5 - UTILITY PLAN DRAINAGE EASEMENT C 6 - GRADING PLAN UTILITY EASEMENT - - - ------ - WATER EASEMENT C7 - LANDSCAPING PLAN ACCESS EASEMENT C6 - LIGHTING PLAN ----- - STORM DRAINAGE EASEMENT C9 - WATER * SEWED PROfILE5 TREE LINE C 10 - WATER * SEWER DETAI L5 _- --- FENCE CG -12 STREAM CI I- 5 W M P RO 1= I L E 5* D ET A I L5 12 - INTERVAL CONTOUR }. -- - ao - INDEX CONTOUR NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of 'VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction, 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices., 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). PROPOSED USE 86 Unit 3 Story Hotel Total Building SF = 46,680 SF OWNER / DEVELOPER HTC Hotel LLC 8901 Brook Road Glen Allen, VA 23060 ZONING PD -MC: Planned Development - Mixed Commercial Subject to Proffers, Application Plan, and Code of Development ZMA200100020 SDP 201700046 This Parcel Lies in the Entrance Corridor (EC) and Airport Impact (Al) Overlay District. SOURCE OF TITLE D.B. 2904, PG. 065 MAGISTERIAL DISTRICT Rio SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Field Survey by Roger Ray and Associates on January 12, 2017. Source of Topography: 2' contours field run by Roger Ray and Associates on June 25, 2015. Survey Updated by Roger Ray and Associat+es on February 4, 2016 and January 12, 2017. Benchmark and Datum: NAVD88, Site Benchmark: Sanitary Manhole Top at Northeastern Corner of Parcel Elev = 549.35' EXISTING USE Vacant Lot WATERSHEDS This site lies within the Powell Creek Watershed and does not Drain to a Public Water Supply Reservoir. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel :51003CO140D), this property does not lie in a Zone AE 100 -year flood plain. GENERAL WATER AND SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE, 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DIRINKING WATER ACT). STEEP SLOPES Managed slopes on this site are shown on Sheet C3. BUILDING HEIGHT & SF Maximum Height: 65 Feet Proposed Height: 3 Stories or 38.15 Feet Total Square Feet of Building: 46,680 SF SETBACKS As Per PD -MC Code of Development 0-10 from edge of sidewalk per C.O.D. Table B PARKING SCHEDULE Required: 1 Space per Hotel Room 86 Rooms x 1 Space/Room = 86 Spaces Total Required Parking: 86 Spaces (Including 4 HC Spaces) Total Spaces Provided: 81 Spaces (Including 4 HC Spaces) FIRE CODE REQU 1 REM ENT Knox Box Required, Contact Albemarle County Fire Marshal Office For Location. IMPERVIOUS AREA SCHEDULE EXISTING CG -2 STANDARD 6" CURB Impervious CG -6 COMBINATION 6" CURB & GUTTER Open space 63,886 SF CONCRETE PAVEMENT / SIDEWALK Total= 85,780 SF RIPRAP PROPOSED Area ASPHALT New Building O GRASS New/Ex. Road & Sidewalk 42,580 SF EC -2 MATTING Open Space 27,640 SF EC -3 MATTING '..'.' 85,780 SF WETLAND is 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of 'VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction, 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices., 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). PROPOSED USE 86 Unit 3 Story Hotel Total Building SF = 46,680 SF OWNER / DEVELOPER HTC Hotel LLC 8901 Brook Road Glen Allen, VA 23060 ZONING PD -MC: Planned Development - Mixed Commercial Subject to Proffers, Application Plan, and Code of Development ZMA200100020 SDP 201700046 This Parcel Lies in the Entrance Corridor (EC) and Airport Impact (Al) Overlay District. SOURCE OF TITLE D.B. 2904, PG. 065 MAGISTERIAL DISTRICT Rio SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Field Survey by Roger Ray and Associates on January 12, 2017. Source of Topography: 2' contours field run by Roger Ray and Associates on June 25, 2015. Survey Updated by Roger Ray and Associat+es on February 4, 2016 and January 12, 2017. Benchmark and Datum: NAVD88, Site Benchmark: Sanitary Manhole Top at Northeastern Corner of Parcel Elev = 549.35' EXISTING USE Vacant Lot WATERSHEDS This site lies within the Powell Creek Watershed and does not Drain to a Public Water Supply Reservoir. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel :51003CO140D), this property does not lie in a Zone AE 100 -year flood plain. GENERAL WATER AND SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE, 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DIRINKING WATER ACT). STEEP SLOPES Managed slopes on this site are shown on Sheet C3. BUILDING HEIGHT & SF Maximum Height: 65 Feet Proposed Height: 3 Stories or 38.15 Feet Total Square Feet of Building: 46,680 SF SETBACKS As Per PD -MC Code of Development 0-10 from edge of sidewalk per C.O.D. Table B PARKING SCHEDULE Required: 1 Space per Hotel Room 86 Rooms x 1 Space/Room = 86 Spaces Total Required Parking: 86 Spaces (Including 4 HC Spaces) Total Spaces Provided: 81 Spaces (Including 4 HC Spaces) FIRE CODE REQU 1 REM ENT Knox Box Required, Contact Albemarle County Fire Marshal Office For Location. IMPERVIOUS AREA SCHEDULE EXISTING Area % Impervious 21,894 SF 25.6% Open space 63,886 SF 74.4% Total= 85,780 SF (1.97 ac.) PROPOSED Area % New Building 15,560 SF 18.1% New/Ex. Road & Sidewalk 42,580 SF 49.6% Open Space 27,640 SF 32.2% Total= 85,780 SF (1.97 ac.) Total Impervious Area = 58,140 SF (67.8%) TRIP GENERATION MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNT`( SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION 070 O U JUSTIIMP I.;c. 45183 SIGNAL AM PM Use Description ITE Qty in out Total in out Total Hotel 1 310 186 rooms 27 23 50 30 22 52 Total 27 11 50 30 22 52 MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNT`( SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION 070 O U JUSTIIMP I.;c. 45183 SIGNAL MANIA() 1114011111110S 11ollyru-cattl "J."u.-va (,!enter kj- ea jttly 2:5, 21003 TA X P% 1AP 32, Parvels 411), 43A, 44� 45,46 17.1 AcreN S1c-i,--;-ion :33.3 (of the AINMIlaric Gan-'a.y Ck,,,Jc- thio J-,vvnc-sj 10i' C. daly, MhOfidgd AgAIVY, hCr0j; whinlardy pox)II& the cvndit.6.�u-, hv,,A",o%v 1,4 k -! -, I €`, pvl k-ali I ft.-�,rt h, Plccc,- i 11 Ous a j k -.'a i111 4 as Rqz i l, ol i.,![ C Ill the HOW!"all '19"6c1 I'd1w Am,, n: relivneed um w ap parcc I s. 0 he " Properly '11myse C(MINNIS W JULOGY, MS JUMI "if We` r qatc,%&cd -,�T-jd it i's 4`, 1, -, , y. : rezoning Use! lfggi, lisk: to diw, tiwt.ffA. ,he such llcv,;t� -,ji; Ivam"We g Dewtlopmncrv� ',4�all he iii, oemer& swelmi it FoptiCaliInj P work Centcr 1021 i0aid A I, A- 2, My, cnvjwYvd by Rivanigi Engbruning & Suiveying, VLC',rv,L- edf [as( July 7, 20Y,) Alq) I ka Oon PIWF t 1-111 w.. 1a 11 t] u ol, i I f cle lcipi ne n i mul cc io ;a I i ha I a ry s ai ul, Smxinhd 10 the &Q11 of �ht� cral ac;cord vi,1th the- B".1,ock ieRl thk,u CC lab% and ;qqwndWs sci Wh in ilac .,Rladl, 'd WMAIdet, C7'1f,11,1.1 10wri Giiicr, okpplicalim ZNIA-0 1 0%%,-nt -rs 1u# ,,o pifw,clupanArwug" r'Iib:of & ed;o orlcca plmis and illustralkwN W- jumimcmion for th�c a ackmis they alto seehing. irl diese 11RAWAsn" oll mr1cl subrniued as parl Of PLP[`101,111's 1uckn18 411phudi0q, ogdy, mi Norh pLant artal illuslrahon-,,i -shud'i d,,Cculc�d Tllc,�, the i.nicrrval Nock Injanvements. ccuiswing of buildinjq, F)arklywi,, MW (live -mrJ 11a5pi 1-11011 in ORICY to:1. _,:da`ijAY 'v"!.ah inI lisc Peralks, ancl 11) Ussalm clampliancet. inanageinem 11 (Awnwhown of onc adAtkina.1 1004hagAus ne-[i! wrin NorillboundCI 10SM.') f�:ut N—M&LOAM91 bklw,!i� - , i�,.vj i, -t ljjj,-� %W W ucgumtrog ow lue, F Access 01a,"tit A. f.anJ iLs 00rNey0i:q) f:j t-, j, q - Id IAnnided, Qw romJ "All be cmnstrucied Wr acteplanve %1D(YF Won 4;110 Y C10 1- 3. 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Cirthe (.'CAtmy, H'the WN iS W eXhZLNW 10111111 10 YeWl J'AAIPL 1t161 h ValI he roundeu V, Om fjwncr. ;J-.!koa i's curu---:xldy Li, [-,ii talway dwi W Le reamccl Un fl)NIC' the Wiur Shall JVWRWD JVT M'Rl' lzons�nl lo a OwnMunfty iio Soo.itwj 15-2-5 151, tw[ m.x'j. oi* thm �,Codw 1L: be cook) 00W I lagn Wagh, cxwmdhg ui- 29 an'd **$d-w"ll sl�`]�i.il inv"-lu"die, but RMY luo in 100d In R%te 29 Wan �.ht:!, Soath of 01 RIVIU10a I ti' h',, Air�'uml cAtensixml 4 Rodge Iola! as depicled on ;J,.�t�, Nf,�viel- vio iirw ult) Rivimingi Rive", Its SuMixed ats of 1h,c',- 2:5`day of My 2NA, bY F%-sst 1-<na' 11"!rvst i hun 9 Tni-1,0cc, Iml U JU,ST SHIMP > WC. .45183 1-�M�,Wqr kh MP-Wv 20 1 20 4/ •1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 � �NL TH 0 o o L JUST SHIMP c. o. 45183 AZ- �SSIONAL�� t i 20 40 61 ■ ■ man SEE PLANS FOR EXACT LAYOUT. SPACE PLAID{TS AS SPECIFIED IN PLANT LIST OF AS SHOWN. ADJUST SPACING AS 1`1ECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER. PLANTING AND WATER THOROUGHLY. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL P. F3` TALL WATERING PLANTING PIT. :pf BERM PREPARED SOIL FOR SHRUBS �o n �� -` �FIPIISNED GRADE SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANTING DETAIL Not To Scale c SET TRUNK PLUMB PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-1/.'2" SQ. OAK SET 1180 DEGREE APART FINISHED GRADE APPLY 2" OF MUL PLANTING AND Wi THOROUGHLY 4" C(9MPACTEO E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR [EXACT REQUI PLANTING SOIL, A PLANTING SOIL AP REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED S01� SEE I. BALL DIA. (MIN) I, TREE PLANTING DETAIL Not To Scale 0 I Ln PROPOSED LANDSCAPE SCHEDULE Plant Quantic Canop Symbol Planting Type Botanical Name i Common Name C Cal. Hei ht g SF CanoTotal y y y SF • Large Deciduous Tree! Platanus occidentalis Sycamore 2.5" 11 1253 13783 Large Deciduous Tree Ulmus parvifolia 'Atlee' Allee Elm 2.5" 7 366 2562 (D Medium Deciduous Tree Sassafras albidum Common 2" 5 197 985 Sassafras �` )y Ornamental Tree Amelancier x grandiftora Serviceberr y 6'-7' S 130 650 Ornamental Tree Cercis reniformis & c vs Eastern RedBud 6'-7' 10 124 1240 C� Broadleaved Evergreen Shrub Ilex x meserveae "Blue Princess" Blue Princess Holly 24" Ht. 14 23 322 ^ Broadleaved Evergreen) Taxus baccata "Repandens" English Speading 24" Ht. 31 28 868 Shrub Yew Broadleaved Evergreens Viburnum progense "Decker" Prague Viburnum 24" Ht. 14 44 616 Shrub Deciduous Shrub Itea virginica 'Henry's Virginia Sweetspire 24' Ht. 25 10 250 Garnet' Forsythia ,�� Deciduous Shrub Forsythia x intermedia (Lynwood) 24" Ht. 20 16 320 J Broadleaved Ever reern g Ilex glabra "Nigra" "Nigra" Inkberr g y 24" Ht. 16 23 368 Shrub Holly ti`"4i}r% Evergreen Shrub Abelia x grandiflora Compact Glossy 24" Ht. 20 14 280 Compacta" Abel is Lavandula x Perennial intermedia 'grosso' Lavender 24-30" Ht. 14 Pennisetum Perennial alopescuriodes Fountain Grass 3—gal 45 TOTAL SF: 22244 LANDSCAPING REQUIRED: SITE REQUIREMENT: 10% CANOPY REQUIRED, SIZE AREA 85,811 SF x 8:581 SF CANOPYPROVIDED: 22,244- SF CANOPY PROVIDED + EXISTING 2,592 SF CANOPY = 24,836 SF INTERIOR ROADS: LARGE SI1AC,'1E TREES (2.5" CAL.) — 40' O.C. PARALLEL TO ROAD 605 LF/40 = 16 PROVIDED:1. 17 LA.IRGE SHADE (REFS PARKING AREA: LARGE SHADE TREES (2.5" CAL,) - 40' O.C. TO ALIGN PERIMETER 81 PARKING SPACES (81 / 10 = 8.1), 0 SHADE ]REFS ;REQUIRED PROVIDED: 15 LARGE SHADE TREES SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPI_ARANCE OF PARKING PARKING !LANDSCAPE 5% OF (PARKING PAVE' AREA. .5,177 SF X .05 -- 1,758.85 SF PROVIDED: 6,177 SF OF LANDSCAPED AREA, INCLUDED PLAN HNG S-iRIPS ALONG TRAVELWAYS DUE.-. TO LIMITED SITE AREA 81 SPACES = 0 SHADE_ (BEES REQUIRED PROVIDED: 16 SHADE TREES PROVIDE FOR PARKIN`, NOTE: INTERIOR ROAD AND PARKING AREA TREE COUNTS OVERLAP. DUE TO THE NATURE OF THE DEVELOPMENT, FOUR SIDES BOUNDED BY iRAVEL�JAYS, ALL LANDSCAPE ELEMENTS ARE CONSIDERED IN IERIOR LANDSCAPE. _I OTAL COON f OF LARGE, MEDIUM, AND SMALL TREES IS 31. NOTES: 1. Contractor to apply 4' diameter by 2-5" rnulch bedding around all proposed trees, and Minch bedding around shrubs. All other landscaped areas shall be sodded. 2, All site plantings of trees3 and shrubs shall be allowed to reach, and be rnaintained at, rnaWre height; the topping of trees is prohibaited, Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3, All landscaping and screelning shall be rnaintained in a healthy condition by the current owner or property ownersassociation and replaced when necessary. Replacement rricterial shall cornply with the approved landscape plan. 4. All new planting shown or -i the plan will be completed with the hotel project, 5. Due to parking restrictions interior tree requirernents overlap with parking area (52,7.9,5 d) 6. Existing trees — Bojangle�s offsite landscaping, A developrrrent agreernent recorder) in DB 4826 PG 3,53 allowed the construction of travellways/roads shown on IMP 32- 41D5. 9 Pin Oak 'Green Pillar' planted on the adjacent drive during Bojangle construction. Any tree killed during construction shall be replaced with 2.5" Large Canopy Tree. 7. Existing trees Hollyrneald Town Center Regional Service Area B (SDP 200300081)(Approved 2004-06--25). Screening behind Target `.hopping Center to be preserved. Planting includes 0 red maples, 0 arnerican trolly, 5 riverbirch, .3 layland cypress. Trees will provide shade along access road. Any tree killed during construction shall be replaced with 2.5" Lange Canopy Tree. �NLTH o 01,- 0 ' O U JUSSHIMP c o. 45183 Z 4 00 4' C c.(3 S- iv 0 c�a cx w � -- - . .__ - _-...__.. _ , .__. - . _ ..., ........... f R J s ,,,. 4 5 .. 2 .._; f td , 1 e :. t a i y Ir,. }: :.','w" .w. .._.. :..,✓ ... s ...,, .... .. .,... _.. , ._... _ ,_.�..; Y ..:. ...^.t. � .. .. .. ."_$.I:,.� } t �._ ... .. `i .._._. .r.$.: .._. ... .v. .r .F i < t , -, ... . _ :. . .. � ��..x i . a . < _s i F� c - - _ _a ( / / o o G- r 9 a. �` S i y ,< -gt 1( a 41 DO -1-7 7-1 SC 1 y _ -3 ltd r i d ` a ,a r _ 9 3 2 us Pht(ips Gardco -coForn) LED IL11`riincit re Corribii1es economy with pe_rfor-naance. " Manufactur Catalog high output LEDs arrd a sleek, yet powerful, low profile design The thin 3" profile Number Lumens Per Light Loss rf Symbol Label Quantity example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY Description Lamp Distribution Count Current Generation Voltage Finish I Options 4 `Y SFC - Wattage 'cnderLumi i'aandard example: ECF-APD-MRO-1-4-75LA-NW-120-NP-LF er Number ........ ..._ ! optical 3 jj Lamps Ceiling luminaire ; Uimming2 Lamp Factor System Wattage Voltage Finish Options ECF- 7 PHILIPS ECF -3- ECOFORM LED 1 ECF-3-135LA 15792 1 138.2 - --- ------ 111 -- - 2 s30 rr CW 120 GARDCO 135LA- 6470 -NW Standard luminaire (leave h ink) Standard Typej 55LR-3253' rool White • i20V -6470-NW(1) .IES Pya.c e3:r .G:ri P a DIM 2 3 i 751-A-4853 i 5,700K 208 A Ave 1 3 5W j SIR CD 0-10V Dinmiing r 1 Y ,1f , t s e MR hand held priaBrarnmer APD For use with 'MR' motion i s+ t l t `4 t ( q 3 r. r, 3 + f - i ,� s 2 t,d _ ,?.:., .,) ,., ,...,. :z: :,._r. -...f•. .H. /f ..a t: °�• A—,: `r ga G 4 { r 3 4 13 1 r't l a `� r F 1' Schedule us Pht(ips Gardco -coForn) LED IL11`riincit re Corribii1es economy with pe_rfor-naance. " Manufactur Catalog high output LEDs arrd a sleek, yet powerful, low profile design The thin 3" profile Number Lumens Per Light Loss LED solutions for parking garage applications requirine, 11jpJK2r tight levels ir,ctudirlg Symbol Label Quantity example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY Description Lamp Distribution Count Current Generation Voltage Finish I Options Filename energy savinf.;s duririg off peaty hours. SFC - Wattage 'cnderLumi i'aandard example: ECF-APD-MRO-1-4-75LA-NW-120-NP-LF er Number ........ ..._ ! optical 3 jj Lamps Ceiling luminaire ; Uimming2 Lamp Factor System Wattage Voltage Finish Options ECF- 7 PHILIPS ECF -3- ECOFORM LED 1 ECF-3-135LA 15792 1 138.2 - --- ------ 111 -- - 2 s30 rr CW 120 GARDCO 135LA- 6470 -NW Standard luminaire (leave h ink) Standard Typej 55LR-3253' rool White • i20V -6470-NW(1) .IES Pya.c e3:r .G:ri P a DIM 2 3 i 751-A-4853 i 5,700K 208 A Ave 1 3 5W j SIR CD 0-10V Dinmiing 1 2,2180 70CRI Type 3 1100LA-6453; l 208V Black Paint MR hand held priaBrarnmer APD For use with 'MR' motion (nominal) is, Internal Shield - — — SFC or SFCR-48L-400 NW G2I48 400 4000 60 6932 ; 116 ' 7182 1 121 6968 117 6962 i 117 B 3 PHILIPS 161-92L- 161 LED Sconce, 92 LED 1 Type 4 I NW 240V 70LR-3270 Neutral Nlhitt: 27301 1 243.3 3 5 105LA-4870 ,I0004< 277 LFC' Line Fusing for Canada NP D GAR CO 800 -NW- LEDs, T2 OPTICS, 4000K type ; 135LA-6470 70041 _>/!V Natural Paint PC ' Recr plarle ddlln Photocell -NW-GL-800 -NW-G2-2.IES cote mounted motion sensor 3�a120 ; i 10 b On, IA (nemi! al) 347 (Includes PUZ5) OC APD -MRI -13r1120 G2-2 Optional Color PCB' " PProt cell E3 ;ton APQ w th Motion Response Ovinldr luminuresensor 1 4 160LA-481A; Warm Wh'te 480 Spedly optional PCR5" "`'' Pl:otvicell Recep(are only MRi ;( 9r 2 PHILIPS SFC -5R- SLENDERFORM CANOPY, LED 1 SFC -5R -48L 12029 1 103.8 huirnir,al) 20-271V 2 will, Z dimming arid _ GARDCO 48L-700- 48 LED's, 4000K CCT, TYPE 5R OPTIC, NO SC auxiliary connections -700-NW-G2 rear HVU i Special color RAM Retrofit Arra Mount kit 0 mounted ounted sensor entry pen utted !, NW -G2 EXTERNAL LENS .les ufipiy curer drip PTF2" Pole trip Filter -$ ri n MA SOh '60hz ; Regi::resfactory i for 2 r, 3 tenon Mast Arm Filer (req S 8 STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 1.9 fc 15.2 fc 0.0 fc N / A N / A N OTE: 1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base. 2. All wall mounted fixtures shall be mounted at a height of 12'. 3. The canopy light for the ordering board shall be mounted at a height of 10'. 4. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads an!d property in residential or rural areas zoning districts shall not exceed one half footcandle. 5. New free-standing pole mounted light fixtures (and poles), and new wall mounted fixtures shall be a dark bronze finish. 121, providing per formance capability up to thatI It'7. of a 40OW metal hated e ti_uTiinaire.. while using Considerably less en rl;y. Number ; Drive LED Color I Dimming Luminaire of LEDs I Current Generation Distributions Voltage Control- Electrical i Options Finish ;i� 1 WSI 161 , 161 461.2600 NW -G2 2 ! 120 DD Fusing WS Textured „ E._ - - - LCD mrarl suxuc "!G LED: ; .gown 1 N�}.,ral xrlh;te ;cS ; ' e r , iJV i 0' 70V Dinunui DY�:'aer - -- i +t ' � - ----- ------------- 4p - : -- g urfa..e uu>urt : 1 rnoduc) 40001( 70 C16 F7 rn , '+ oar ! BK Black ( 900 3 ' 208 i DCC _r.da.,f i C2 vENatlO rt _ e JU;i(ElOt7 nU% 000irlF. !ESTyue3 2QcV Dual Circuit �/ WH White CW -G2 (120 �. 1 Cool YIN 4 240 34/WQ' BZ Bronze E Type =i 240V Es DynaDimmer: ; ` n0 ( 70 CRI d Automatic Profile F2 DGY Dark Gray Genration2 277 Dimming Double 92L ' 600 ! 277V .-.------- -- - ----------_.. ._.__ (2Ui3 240 � MGY Medium Gray 92 t Lus 600,,A WW -G2 I CS50 `180VAC) ;Customers specified • (2'n:duo,) ' bUa myll 347 Solely 5u6 Di;runing. P 800 :000K 10 ltI 3q'V I - - F3 __........ -..-.....__.._ ._....__ hen's' i 8001, A r, ,no-.Ii„n2 , + Canau;an RAL Specify ophonai 480 CM50 DUu„ Be Put color or RAL = M 'fan 50% Dimming 20 2 fl i 'nov f (ex: OC'LGP or UNV I ar :.u.:" 48rGrC) 1 Of-RA17024) i 120 211V AC CE50 � i CC (`ertom color HVU I Eu,norsiy 50%, Dutsning, (lflust supply color I 317 �20'VAC 9nuuie"' chip for required i DA50 factory quote) All Night 50'5 Dimming i Photoelectric Systems I 1 ' I PCB I Pnnt,,tont+olbutton'" i Infrared Motion Response Systems , I j iMR13 I Integral evrin f6 I'll, ' i ..................... .............. .. _. I flit ay.aldbie vvilh Dimming Driver (DDl iFption 4 Nol w ailabie with 480V ' Not ova L hl with Dual Car tit! t- ,arnl (DC(-) opt of, S Mu,t specify Sp"Cirir input valla@.ae Aaculuhte; i 1-10 ?/ V or UNV only FS1R-100 MR hand held progrartit nor (For use wilt i'l MRITmotion rersponse when field programming is required). If desired, only one is ne ded per job. g -161 -cut 11/16 page 1 of 3 No. Q, PHILIPS 09 i i tc i 1� 0.d9110C P rc�lc:cf. y 'c us Pht(ips Gardco -coForn) LED IL11`riincit re Corribii1es economy with pe_rfor-naance. " Philips Gar co Slenderl Olrn SFC/SFCR g aratge aria canopy luminaire features Capable of detivering iap> to 20).000 ti aliens or afore ill a Cofripact, tow profile high output LEDs arrd a sleek, yet powerful, low profile design The thin 3" profile housing, EcoForni Offers a new ieveet of custC rner Value f CoFornt features an exte,nor cc iUng mount and canopy apptications. Stender Forrll tua inalres also prGVidd.' Innovative retrofit aria hit. simptifying site conversions to LED by elirnillaating the LED solutions for parking garage applications requirine, 11jpJK2r tight levels ir,ctudirlg need to drill additional hates In most existing pote5. Integral coni rot systems, example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY inc.tuding motion response and Wireless corltrOts are avaiiabte for further Distribution Count Current Generation Voltage Finish I Options it -� i __ energy savinf.;s duririg off peaty hours. SFC - i"^ +x'r?tl ltd r, 'cnderLumi i'aandard example: ECF-APD-MRO-1-4-75LA-NW-120-NP-LF 5W 400 70CRIGeneration7 .... ..... ... ... ____.. ..._.._. ........ ..._ ! optical 3 jj i Ceiling luminaire ; Uimming2 Controls Mounting System Wattage Voltage Finish Options ECF- Response'' Rectangular 7GCRI Generation 2 Bk B rd Excfudinl; Shroud,` ` 1- i Di:tilbuhan i 900 CD 900niA' JB J Box for Pendant Mounting" (( 1 i. _......J - - ECF - --- ------ 111 -- - 2 s30 rr CW 120 BRP TL fool Less entryand Ecol orm Standard luminaire (leave h ink) Standard Typej 55LR-3253' rool White • i20V Bronze Pair, driver removal hardware Pya.c e3:r .G:ri P a DIM 2 3 i 751-A-4853 i 5,700K 208 BLP TB' terminal Block Ave 1 3 5W j SIR CD 0-10V Dinmiing 1 2,2180 70CRI Type 3 1100LA-6453; l 208V Black Paint MR hand held priaBrarnmer APD For use with 'MR' motion (nominal) is, Internal Shield - — — SFC or SFCR-48L-400 NW G2I48 400 4000 60 6932 ; 116 ' 7182 1 121 6968 117 6962 i 117 Auto Prohlc Dimming 2@90 ; 4 700mA i 240 _ WP LF' Line Fusing APD -MRO' 7 =190 Type 4 I NW 240V 70LR-3270 Neutral Nlhitt: While Paint change without rnotF-e aria at tP:e drsaetion of Philips, t_cunen nuts?ut by optic type wilt vary slir;lit9y. ` Auto Profile Dimming and 3 5 105LA-4870 ,I0004< 277 LFC' Line Fusing for Canada NP Mo:iim Rep ,nse UverridzI ;(a 90 type ; 135LA-6470 70041 _>/!V Natural Paint PC ' Recr plarle ddlln Photocell cote mounted motion sensor 3�a120 ; i 10 b On, IA (nemi! al) 347 (Includes PUZ5) OC APD -MRI -13r1120 -- 1 17V j 105LA-321A' ; W W'' Optional Color PCB' " PProt cell E3 ;ton APQ w th Motion Response Ovinldr luminuresensor 1 4 160LA-481A; Warm Wh'te 480 Spedly optional PCR5" "`'' Pl:otvicell Recep(are only MRi ;( 9r 215LA-641A i 3 0004( 18GV ulor or RAI with 2 dimming connections Mo:tcnResponse at WS i 70CRi ! !UNV I lea OCLGP i PCR7- PhotocellReceptacleonly o CiC RAL7U 1) 0%few luminaire sensor Wall rnoulil huirnir,al) 20-271V 2 will, Z dimming arid _ I MR50°nduding wrface SOhz/b0h? SC auxiliary connections Motion Re,,ponseoi 50%, tow,conduit rear HVU i Special color RAM Retrofit Arra Mount kit mounted ounted sensor entry pen utted !, Specify 'rust 5.17 13UV ufipiy curer drip PTF2" Pole trip Filter -$ ri n MA SOh '60hz ; Regi::resfactory i for 2 r, 3 tenon Mast Arm Filer (req S 8 i IgLote.. PTF3°' Pok lop Fitter LLC2 ' 42, lens Ion 8' uires2 O.D Mast Airn) for 1 {'/ le non nounlrig he IghL, ! ; PTF4t1 Pole lop F icier LLC3 43 fens for 9-20' i or 3', -i Tenon k mounting heights i RPA" Round Pole Adapter LLC4' 1 94 lens for for 3 39' O.D. 21 40' mounting heights i I 8D Bile! Deterrent 1 I (field installed only) 1 AvaiobL-' in 120V -277V Voltaces onCy 5. Contac, factuiy for lead tin"�s on warm wl-';te. X11. work_ With 3 -;pin or ;;iri NEMA photoceltidit nnin ;, (UNV, 120, 208, 24'3 & 277). 6. iVot onflgwable with I;•pe 5 (5) Optic, device and auxitra,y connections are not: cr r'., acted 2. MR50 and APP 7 :Vol :-onhe,wabl-:: e'di!h 120 -?77V (IJNV) Voll.dge=. (for future: use only). •,en•,Of pet Pn,t'. cr a red soli irately. S+;r pd,ge, ?for 'vul:dgc must be rwa lfled 12 Nr.,t cor'f gr i aL'o vritn 3i':12G ,' '-..,iZCij Mounling. Acce'rsorle" Av,,ilabl,e in 120V ur'77V oniv 8 Nor with 4180`) (480) 4'olt,ige 1', ` o adapio` rcqumtes I for 4" round pedes 3 ECF _MFt; requkes n bod;dr_d `,err;o" wtnau wee! with 9 WnI <- nth 3- pin o; '3 -pun NEP4A phutarxll j Rf'As Prov de'+ ,vlth 61ad< Paint s,an:lard 'rmurit Bbxlc (TF i Upuon. din -ming devicsa +S. LLC2/ LLC3/LLC4 Wireless Controls are not 10, if order?d with DIM. APD, f,4Ri. MRSO, r\r'0-14PT configurabte'.^ditrPCODC3;'I:>CR.511C(Ju Options .APU-MRO, din,.rn:ng'will not be connected to NLNIA See page 6-7 for m;:,re alto receptacte. Eco Form -ECF -LED 03/16 page 1 of 8 PHILIPS 09 i i tc i 1� 0.d9110C P rc�lc:cf. y 'c us di'1O�}je'i�"10Clrix " Philips Gar co Slenderl Olrn SFC/SFCR g aratge aria canopy luminaire features high output LEDs arrd a sleek, yet powerful, low profile design The thin 3" profile Con-ibined with LED high Output perforniance make Stenderl''orin the ideal choice for exte,nor cc iUng mount and canopy apptications. Stender Forrll tua inalres also prGVidd.' LED solutions for parking garage applications requirine, 11jpJK2r tight levels ir,ctudirlg entrances, arid for earage areas with high ceiling". Ordering lg lisw e example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY - _ !LED Drive LED Color _— .__..._ Prefix Controls Distribution Count Current Generation Voltage Finish I Options it -� i __ ) I 48L�- _ i C.MGY (�. - SFC - ---------------- --- ._......... 3 48L 250 NW -G2 120 1 r0V ;MGY F1 Suigle Fuse (120, 217, 34/V}^' 'cnderLumi i'aandard ! type ! 48 LEDs j 250mA NeulidhIile4UDGK, j 208 20 ,'V ` �dediutnGray i F2 DoubieFuse208 2Ar X77 .: V1 Ceiling luminaire i Limuraite 5W 400 70CRIGeneration7 SFCR DD 240 210V i Type V 400mA WW -G2 F3 Double Fuse (208, 240 4 GV)"- StendeForn OICV 'Nidee .4`a rm White 3000K! 277 _/, Canadian double pull Ceiling luminaire ; Uimming2 554 ! DL Diffusing l.ar (reduce; : DistributionGCRI Gene anon 1347 47V SSOmA (recessedmouitira)' MR pertounarce significantly) SR CW G2 480 4864 Motion 700 o CoolV,'hil ti70OK, PCB ButtonPholocontol` ii Type'V, OrnA ^UNV 120 27/4 Response'' Rectangular 7GCRI Generation 2 Bk B rd Excfudinl; Shroud,` ` Di:tilbuhan i 900 CD 900niA' JB J Box for Pendant Mounting" Coricent'a[ed I GL Glass Lens assembly ' QC Jr111tr1I i 't 1S I C 1; 1ecrn s s P d m n I r t N,-) I avaitab ie w11,11 9U0mA, 4. Specify actual Ill ul. , xtt i e I For Bid arid .�rivel periciant me,i.u,t NIR. F'CB B < yr JU, t,. Not available mu, SI-Cr2 €ece's5ecl m,sunt units. i' endants L., t`her,. 2 Lurnlnairc irn'u es C10V ifipul irir<as rw dimming t:r. Shr,:t,d Is to: P ndanl ru(An! nasty l?' (30 4&m) t antr':?l by a alitaninD, sy lem :uBP',ied by other>. minimom porn_#Lint i,;ngtl. requhed. Flend,lf l by 3 C)nly ivadribre in 120 through 277x,'. oih<:a i.}PtiCin r In;tal;ed m rhe field only Pya.c e3:r .G:ri P a r I::') watt..:.-'—- arnd i-»;€c%;envailk F�l':x Ave 1 3 5W j SIR CD System I Color System FSIR-1001 jLED'; Current I Temp Watts Lumen iEfficacy Lumen 'Efficacyl Lumen'Efficacy l Lumen :Efficacy MR hand held priaBrarnmer Order Code .......... .. ir .Q.. ty(I I !K Vi Output (Im_./..-V.. J; Output In r W put ut (Jt!) Output I !P) For use with 'MR' motion ..A. _' .. ....r.. .(.i.n.. I ... .... SFC or SFCR-48L-250 NW G21 43 1 250 , 40001 38 l 4636 121 4804 125 ! 4660 ! 122 4656 I 122 responsewhenfield - — — SFC or SFCR-48L-400 NW G2I48 400 4000 60 6932 ; 116 ' 7182 1 121 6968 117 6962 i 117 programming is required. SFC or SFCR-48L-550 NW G2 48 j 550 14000 82 9323 114 9660 1 119 9372 j 11'59364 1 115 If desired, only one is needed per lob SFC or SFCR-48L-700 NW G2 i 48 700 4000 104 11609 112 . 12028 116 11670 112 j 11659 1 112 ------ '- _ r-....._ - —'----- �� SFC or SFCR-48L-900-NW-G2, 48 900 4000- 133 14184 107 114696 111 1 14258 107 : 14245 i 107 Note: Due to rapid and con*}mous advance=_, In LEn techn�kgy, LEO luminaire data is suCgect to change without rnotF-e aria at tP:e drsaetion of Philips, t_cunen nuts?ut by optic type wilt vary slir;lit9y. yea IGS iii' ; Vahan available. ACI ,e finical clog,, ii, subi- _t to Chang,:. SlenderForm_SF(:_LLD 04/1! page 1 of 4 LO 0 r �T \ l0 i I Z W NW N W W Z tvl U Z W W d Z � W 0= V Z 1 i - V) N O � N Q f W J Z (n � w Q 0 W W Q W O I N U ffle7 ,�,NLTH op �© JUSTIHIMP > #.4 83 eSS10 " O Z) C21 Date 1 /17/17 Scale 1 "= 20' Sheet No. C8 OF 11 File No. 16.052 TYPICAL 1 GATE VALVE �Cj O SCALE: N/A II``EN`:lIlI'1 PLACE 5' GALVANIZED " WITNESS " POST WITH FL:,E­-NEIN _TETE i1 '+I:i E CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 8- a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 11 1/4' 10" 1 TO HIGHWAY DEPARTMENT APPROVAL. 12" FINISHED GRADE 18' / ' f � LT ciPt: , 4" — 6" I ADJUSTABLE VALVE BOX W/ LID 8" Z U ' C]PO'AL'I ',WILL PF SJIOgITTELI. THL 12" ¢3 VALVE 18" Z � 4" — 6" UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE 45' 10" M.J. GATE VALVE WATER LINE YQ ! a b I ! F I- 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. TO— 72 THRUST BLOCK a a, d 4 4 a a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 TYPICAL 1 GATE VALVE �Cj O SCALE: N/A T t -1 _ L .`..`,,ETFI_. LT TD -_4 APE ;'IE',,,r IIIA`rETE4 PRILLEL HOLE FA' TO'T''H E,`E- L, , 1 d-T'i, TUI' '•;' I E n' E.I vETEa FLLT _`.f. EI?NE TH H4T,H TYPICAL ('5__METER VAULT ��oSCALE: NSA II``EN`:lIlI'1 DIF!EN:AGN FL:,E­-NEIN _TETE i1 '+I:i E ASTM A58B (TYP) 8- UNDISTURBED EARTH UNDISTURBED 11 1/4' 10" SOIL (TYP) 12" 2 - 3/4" DIA 18' ALL -THREAD ROD LT ciPt: , 4" — 6" WATER MAIN 8" EMBEDMENT * THOROUGHLY COMPACTED : FtEATE C]PO'AL'I ',WILL PF SJIOgITTELI. THL 12" ¢3 VALVE T t -1 _ L .`..`,,ETFI_. LT TD -_4 APE ;'IE',,,r IIIA`rETE4 PRILLEL HOLE FA' TO'T''H E,`E- L, , 1 d-T'i, TUI' '•;' I E n' E.I vETEa FLLT _`.f. EI?NE TH H4T,H TYPICAL ('5__METER VAULT ��oSCALE: NSA CROSS ANCHOR VALVE RESTRAINTS SCALE: N/A PIPE SIZE ASTM A36 AND HEX NUT 4" — 6" ASTM A58B (TYP) 8- UNDISTURBED EARTH UNDISTURBED 11 1/4' 10" SOIL (TYP) 12" 2 - 3/4" DIA 18' ALL -THREAD ROD 4" — 6" WATER MAIN 8" EMBEDMENT * THOROUGHLY COMPACTED 22 1/2' 10" z © U~ w� 12" ¢3 VALVE 18" 24" MIN 4" — 6" UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE 45' 10" 4' ` MEGA -LUG t MIN REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE MIN 18" ELEVATION TO— 72 UNDISTURBED EARTH 24' _ TRENCH 24' MIN WIDTH IN I m� STONE SHALL BE PROVIDED I SECTION NOTE: N.T.S. 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM TD -33 DIMENSION SHOWN. TD -34 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C TD -6 CROSS ANCHOR VALVE RESTRAINTS SCALE: N/A TYPICAL SEWER DDE INSTALLATION SCALE: N/A PIPE SIZE REMAINING BACKFILL SHALL 4" — 6" NOT CONTAIN ROCK MATERIAL 8- 36"MIN LARGER THAN 5" IN ANY 11 1/4' 10" DIMENSION 12" 24"MI 18' INTIAL BACKFILL* 4" — 6" 8"MIN (6" LIFTS) 8" EMBEDMENT * THOROUGHLY COMPACTED 22 1/2' 10" BY HAND OR APPROVED SPRING LINE 12" OF PIPE MECHANICAL TAMPER 0 18" HAUNCHING 4" — 6" NO. 68 STONE BEDDING 6" max 45' 10" 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE TO— 72 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0, 68 STONE TYPICAL SEWER PIPE N.T.S. INSTALLATION IN TRENCH NTS TD -33 FIG. S-3 TD -34 TYPICAL SEWER DDE INSTALLATION SCALE: N/A TYPICAL DRE HYDRANT ASSEMBLY DETAIL SCALE: N/A PIPE SIZE SEWER SERVICE LATERAL CONINECTION NOTES: 4" — 6" E' 'API--Ei 'G.1TH '_'HgjiU. TTE - 8- ILLE THREA9 S 1,iHIi:H I:' 11 1/4' 10" THE L 'AL I '•. l 12" , 18' V1 i 4" — 6" TO THE MANHOLE. 8" 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAW SHALL 22 1/2' 10" 'n 12" dtt j, IFT 18" (1/4" PER FOOT ) 4" — 6" 4. ALL SEWER LATERALS SHALL HALVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 45' 10" ATE IIz ` �`;E L SALT f TEE2.101 E ;I TH dT m ala PLUG END OF TO— 72 MAIN LINE SERVICE LATERAL 11L TEFL ,'ILE „ -E:T. INEE ! ai'IT FITTI ,._. ,A]EN THE _;.dl_ V'_ CIFTI.Ja.E .i- iT]E''! A H r PRA!j I:� L ; TE_: ITi ?''FILL, I - ;DIT1 :AIS T I t ' li ETE, A TEEL FILE ::HALL L a TE N.T.S. EE,' H LE, 7,11-H =, EL -1'•C' I EE' FREE F CCNCRETE. YAI NT V! I / ' `il E : F" : t;1 THE w AI T.i THE FL4.E H 1.,-'.AtoT TD -33 FI!wil E1) L;:;.A,','E ;1H -.LL °"•L+iFE 4'!<Ai' F r;t.? THE FI E H i"' n`rT r`iia ~L E' z THE TE LVE 1 LL(itiEl H, H,rIL Ei :.; I_EHIII_: THE :71PLH IT 1 r ;,T ALL E . 1 THE GIT H. Fll E H'r' T SH' LL BE 1 T LLE+ T LT `TI -- , bFIERE VeFFP H LE 7 E E THE .EVAILIHiG. TE ELE TI.1,, IF E I EL TO iE I ,ET 4 E THE wIEF H+ LE H LL r3E 4,,- THE H 1 '''� 4T '_HrLL ,4E T.1,a I ='.L FIDE H'T`s_ '' T "u;' E r'r_E7 ;ET,IL r,. T. 5 T —. TYPICAL DRE HYDRANT ASSEMBLY DETAIL SCALE: N/A DEWED SERVICE LATERAL CONNECTION SCALE: N/A PIPE SIZE SEWER SERVICE LATERAL CONINECTION NOTES: 4" — 6" 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 8- AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 11 1/4' 10" INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE 12" LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 18' TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 4" — 6" TO THE MANHOLE. 8" 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAW SHALL 22 1/2' 10" BE CONNECTED USING A PIPE SADDLE, 12" 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL HE 2% 18" (1/4" PER FOOT ) 4" — 6" 4. ALL SEWER LATERALS SHALL HALVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 45' 10" 5. ALL SEWER LATERALS SHALL HA',VE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF TO— 72 MAIN LINE SERVICE LATERAL SECTI ON 5'0'0" IN LINE WYE -TEE PLAN VARIES SEWER SERV/ICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -33 DEWED SERVICE LATERAL CONNECTION SCALE: N/A LARGE METER ('4')SFRVICE ISE C1 O SCALE: N/A - FOR BENDS 8" a SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS _ ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS y AS SHOWN- D r 4 BARS Q 12" ON CENTER �1 1 Ilr FOR 12 BENDS & LARGER Irr— B V — �\CONCRETE CLASS B PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE VAR STS 4" — 6" "_VAL.VE BOX 8- /Tia METER. W)"K tiwEE 11 1/4' 10" iHPU W— 7E), 'r 12" 3._0. 4'_3.: 3,_0. 2,_3" 3:_6., 2" 18' COPPER i 0 '+,. 4" — 6" WATER MA6N f f� !{ M.J. FIT'RNG 2" CORP- STOP4" DIP �''-4" PLLIO T1'1READED FOR COMPRESSION FITTING�RESTRAl3.;Ec, 8" ;ar,�ENx rl1Tl�°�G:; 22 1/2' 10" I�a9T�S= 12" • GATE 1+r'3CVE `JdILL BE 4" UNLESS €7THER'IvISE SPECIALO BY THE RCSB. 18" • SE' VICE LINE TO CONNECT AT MAIN 00TH X"&A" TEE. 4" — 6" • RfFER TCIFIG. 'W-3 FOR TH-,RU5-r BLOCK DETAILS ON TEf_ • REFER TO FIG- 4'4'-5 FOR THRUST BirOCk DETAJLS AND €k_PTti 07, COVER ON GATE VALVE. 45' 10" •: NSD CONCRETE SHOULD BE POURED ti.N ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P_5.1. CONCRETE. -LARGE METER SERVICE LANE NTS FlG. W -IAL. TO— 72 LARGE METER ('4')SFRVICE ISE C1 O SCALE: N/A - FOR BENDS 8" a SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS _ ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS y AS SHOWN- D r 4 BARS Q 12" ON CENTER �1 1 Ilr FOR 12 BENDS & LARGER Irr— B V — �\CONCRETE CLASS B PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A F B C D E F 4" — 6" 1'-9" 2'-3"12'-6'1 V-2" 8- T-3' 3'-0" V-6" 1'-6' 11 1/4' 10" 2'-9' 3'-9 2'-6' 2'-0' S-0' 2" 12" 3._0. 4'_3.: 3,_0. 2,_3" 3:_6., 2" 18' 3'-6" —6" V-3" 3'-0" 4'—b' 2 1/2" 4" — 6" 2'-6" S-0- 2'-6" FV 7-8" 1 1/4" 8" 3'-0' 4'-3" 2--6- 2'-13" S-3` 2- 22 1/2' 10" Y-3" 5'-0" S-0" 2'-9" S-9" 2" 12" S-9" 6'-3' S-0" 3'-6" 4'-3" 2" 18" 5'-017'-6"1 S-3" 4'-0"1,5'-8-'12 1/2" 4" — 6" 1/4., 45' 10" 4'-6" T-6 3'—D" 4•-3" 3'-3" 5 0' 5'-9"12 1/2" 3' 9" 6' O' 7'-3"12 1/2" CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1" NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE WIDTH = DIM. "F" ' STRAP =1/4" STAI+NDARD HEX NUT 1 /4" THICK PLATE WASHER ,/4" ANCHOR BOLTS 12" BENDS & I CUIvu tE It cLnaa d LARGER i. C-� SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL 13ENDS COD C. 8 UPPER CIO SCALE: N/A N.T.S. FIG. W -3A TD -4 BLOCKING FOR VERT. -BEADS T-,EATED WOOD GATES FINISH TO MATCH BLDGS ELEVATION DUIVIPSTEK ENCLOSUKE WALL 6' N11H. HEIGHT B P.I CK. ('9_'V U M P S TE R �Cj SCALE: N/A .4 4 @ dd 0U 0 0o00 °0 00 00 0 00Cd X71 1 Bollard-�• 0 DUMPSTEP - DUMPSTEP PAD SFE DETAIL 31C7 DUMPSTER PAD PLAN 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE 10 TYPICAL SIDEWALK SECTION C10 SCALE: N/A 2" OF SM -9.5A SUPERPAVE 6" — VDOT #21A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 4x CO PARKING AREA PAVEMENT DEC. SCALE: N/A P,ENALTY dr� f ) P 1 r, 1 " i 1 00 F, IIIJ 1- U( To be mounted below accessibility parking sign ALTda JUST HIMP .45183 �S -10NAL � FRAME & COINER l FIG. `-,,-I-D,E SLOPED AREA -4" TFaEET NON-P'AVED AREA 9'1-Dn MAX __�L_ 114.11 C PC I 14U[71.JF COATED SIEEI- d 1h5 { A.ST IN P%aCE; --C,, MIN �_ [, PRECAST REPAFORCEO 1111 1111 CONCRETE SECTIONS 1!AT MIN[ „L,itr RING SE�L1 m .,..11.11. I�" MAX A1N(MJNELEVATION fIFERE110E ACR > MH, 5 ";_0, 11 II FROM INLET T £71TL T STIFtI_I Cl -2Q FEET _ .<.� (.1..)t(.,'$'t IE- 1111. , "V ,CtIFS DEPTH OF FLOW 1 FILLETS s 1;IIniP]Et, Tf1 Pk,- - -,W_F1111 1111, 11.11.. "'1 I 3/4 01°AtwIi.IER Of I I CONTRIBUTIK _ _ _ , _-, 1111_ II :SE�S'ER- - 1111 . 4 9 t. I A1: LETEI3 Id''EE.T irF ri �WIOC If g d 1811 TITAN I'iIf?ha tDd Fl_ S"d c3 T rSCE?J CIx CCS j INLE s & 'CUTLET E�iE'E SHALL B'E ' PROVIDED- '-,1111__- MIN. 5" B9-DI')k,AG PIC t W/` N Y, UB STONE .: . BE.L�T{4J1100i.F_�r�=L tCs`.Mfs E ;-ALL B- SPECIFICALLY DETERIIhEJi' THE 'U3Dt SLTAIIT FC]T? TFIE SCII... O)NCITICPf'S, ` 111,E COrNSUI TAs• T WILL. •DETEFU NE AIFIETI-IER NeIANITIOLE'S '-SHALL HAVE X i fVDEA) C1; P� ON EX IE-- DIED' IB SE: S. 3. -ALL JOINTS, L°F T HOLES, INLETS, OUTLETS TO BE SEALED LSI: GROUTED INSIDE AND OUT. [[^^* �j 1 A §1 LF DI.......\ I Il�Md TYFi�.i_ hY1A,h�T NI T.S FIC, S -]-A TYPICAL MANHOLE 1 SECTION DETAIL C1 1SCALE: N/A VI PLAN EW TYPICAL MANHOLE (_2_'VL,AN DETA L C1 ISCALE: N/A NQTE OF ET tH7 TO s€ StK1WM O PI-ANS:3, DEPTH YJL N URPIN SU8 A4E MA,T€MK . 'NFFP S,�ty�LE WITH 12" *' iZ' PLASTIC HPFLYWARE CLpTN fA MEG'N 6R' GN_V07112EO &TT_EL ('NRI. MNAAUM Yp1RE bIAYIETEH GATS", NLAA2ER 4 IN SH HAR7WA:# f.LgTH ACICHURtEO FIRMLY 'O `DTE OLITSUE OF THE STKIXTVRE: H LL MfASCIV DEPTH f?11 TO Br_ 20'. FOR CEPTN3 Cu. 2t . Cat Lbs SII2G al. Yfl5_ C- C.- Stet! �fi 3000 PSI CONC, BASE LL56 THAN 4' VSE STAN) 01-2&2B OR 2C. 116. BENCH SLOPED TO FLOW 2. THE "K' NMi:NS7C)N SHOWN ON THE 5 ANDA DS 3'-3" CHANNEL 1/4-" : V MIN AND 5PEGFIED ON THE PLANS WL, 5E 11iPS6'RED FRt7M THE 'KYERY G=•` THE OIiTFALL TDF= T?1 T'kE h?. o 1C7� OF THE S,iRucidiE. PIAN 'H" 91wN51:m 2 "' 1. it + 3-...' :T 4:1000 P�1, PRECRST CONCRETE iS T© BE 40510 Pal. ASC APFROX1NA"E ONLY F6Ft ESTMATING PURPOSES tM THE ADT7UAL DINENSICHS SHALL Q, /;, C / /�� 1 ,I-� BE DETERMINED BY THE CONTRACTOR FRt1M FIELD 5"C', +x ?.-a.. 3 4-3" to- 4'-d' 3 1111 BRANCH CTAJOIrn". 1,3. 12" 1111 11+11_ I 1 WHEN SPECIFIED ON TIFF PLANS; TIE INV RT IS TO T 4'_B.' 1'_ :, I / / q /l Q BE,, SN.N"ED IN ACCC'NLDANCE WRrH STANDARD IS -L - ` TF F I4 AE TO AND Pl_AiJwG AlAd T.. k1E r;OS. U H T 7'F i' N6 15 T7 BE M TE1R15J,S NCCG.?ITAL D k., 5 AFi A IG4. TI T Is USED 11 2 t flRE NEJt 66NSTRIC JN JG1H 1 L N �N3S V TO 8E to BE M£YEL, 0:1 LCIS I ihi~'LVOEQ IN THE BIC PfdCL TC#7 THE 5T'RUCTVR� 154 �-_-4 ,,\ (2) CLOSED 1°5. 2+, 1 � RT - It DUTFALL APE 4_ 'E EV T i5E NVE Gs T E TV Th _ F;11 -7,. , THE ST,iJC URS s HIBrER THArJ THE RaTT4M OF IE T ^_ B" :S . 1'-5" FLEXIBLE CONNECTIION NOTE: Ti£ INVERT 4F THE STItU, OW SHkL BE EHAP�Q WTTIH C£ilE#T k"7RT AR TO PREVENT STANDING CIR 716. WITH STAINLESS SifEEL ALL CONNECTIONS TO rfTANLIRP6 OF WATER IN THE STRUCTURE. TRE MST O` t'ik 105HNG a ZIH A S OLL MATT€R`tL9 r r S APFFC 15 TO IH43U.OE6 TN616..NTAL TQ fR 163. BAND EXISTING MANHOLES SHALL ,HE N THE W PRICE FOR THE SIRLICTURE. li'-0" + 9'-9" 2? ♦ ,i' in n• c' tl AND A FLEXIBLE BE CORED A fr. sYEFyS ARE TU @6 PRCY12E3]. F`bH OE1'NLS .T,EE 116• ,� -1 CONNECTION " BOOT " -] a {;'rAt+ STANLIMD 5T -f. 2' O' 3 1 3 1- " I -- INSTALLED �� CAST PLACE. 4. THIS ITf71 MA`f BE PRECAST CfW dV 2D' 4.17 `.t 2' 5 F OF MIC115 PER T'{f4T MIF T ED. TI'tL AMY PIP O 9 HIED AO4 L. c"LJ BY PIPES kf.15T c GY'✓ti�RE T% N'JD STEEL [3Sp AG t } n T A %1M LY 2 7. ?{ DOWELS AT .A. E tk4 X S" SMOD 3s4 TYPICAL MANHOLE PLAN waa. AREAS SE,IkCEt1' TO C -G TO C� lAt'E�`J YJ A NP'' $' Aift,§'fT.N0 CONCREFE TO P'REV'ENT TTLEkENT, TB• SHOWING BRANCH TIE IN N t,lECf C7F== DOWELS A 2" K a" NOTCH MAY T3E , _ I NTS PRVOM EEE STANDARD 1-;1-34 FOR 6 FIG. S -I -B ATEFTATE REMN, TD -27 TYPICAL MANHOLE (_2_'VL,AN DETA L C1 ISCALE: N/A NQTE OF ET tH7 TO s€ StK1WM O PI-ANS:3, DEPTH YJL N URPIN SU8 A4E MA,T€MK . 'NFFP S,�ty�LE WITH 12" *' iZ' PLASTIC HPFLYWARE CLpTN fA MEG'N 6R' GN_V07112EO &TT_EL ('NRI. MNAAUM Yp1RE bIAYIETEH GATS", NLAA2ER 4 IN SH HAR7WA:# f.LgTH ACICHURtEO FIRMLY 'O `DTE OLITSUE OF THE STKIXTVRE: ALL RUMFORLTNG S!TIM SHL HAVE A MUi. CONCUR MfASCIV DEPTH f?11 TO Br_ 20'. FOR CEPTN3 Cu. 2t . Cat Lbs SII2G al. Yfl5_ C- C.- Stet! OF 2°' LL56 THAN 4' VSE STAN) 01-2&2B OR 2C. 116. ALI RETNFCRCING STEEL TO BF CUT fJ_EAR OF Al 2. THE "K' NMi:NS7C)N SHOWN ON THE 5 ANDA DS 3'-3" ePl'^11w>9 BY 2' AND 5PEGFIED ON THE PLANS WL, 5E 11iPS6'RED FRt7M THE 'KYERY G=•` THE OIiTFALL TDF= T?1 T'kE h?. N - E T© CI CL - A3 CAST -IN- PIACI C17 CRETE S L aSS 1C7� OF THE S,iRucidiE. PIAN 'H" 91wN51:m 2 "' 1. it + 3-...' :T 4:1000 P�1, PRECRST CONCRETE iS T© BE 40510 Pal. ASC APFROX1NA"E ONLY F6Ft ESTMATING PURPOSES tM THE ADT7UAL DINENSICHS SHALL Q, LENGTH OF ELOT SLS WILL:, N EVERY CASE, BE BE DETERMINED BY THE CONTRACTOR FRt1M FIELD 5"C', +x ?.-a.. 3 4-3" to- 4'-d' 3 SHOWN Ch PLANS. CTAJOIrn". 1,3. TVAS STikDATT 15 IHTEri(�U FOR USE N CURB 1 WHEN SPECIFIED ON TIFF PLANS; TIE INV RT IS TO T 4'_B.' 1'_ :, ANP GUTTER SI:4RTIpUS ONLY. BE,, SN.N"ED IN ACCC'NLDANCE WRrH STANDARD IS -L - ` TF F I4 AE TO AND Pl_AiJwG AlAd T.. k1E r;OS. U H T 7'F i' N6 15 T7 BE M TE1R15J,S NCCG.?ITAL D k., 5 AFi A IG4. TI T Is USED 11 2 t flRE NEJt 66NSTRIC JN JG1H 1 L N �N3S V TO 8E to BE M£YEL, 0:1 LCIS I ihi~'LVOEQ IN THE BIC PfdCL TC#7 THE 5T'RUCTVR� 154 M & kiNFU..M OF 4O 6TAUz iT_RS t2{i"). ,,\ (2) CLOSED 1°5. ty F -'7 5 S`TAIFOARD G -2A: F R FLAN VIEW 0 t -LE SLE 1 � RT - It DUTFALL APE 4_ 'E EV T i5E NVE Gs T E TV Th _ F;11 -7,. 2$ ;2C. ' THE ST,iJC URS s HIBrER THArJ THE RaTT4M OF IE T ^_ B" :S . 1'-5" SOLID CONCRETE BLOCKS Ti£ INVERT 4F THE STItU, OW SHkL BE EHAP�Q WTTIH C£ilE#T k"7RT AR TO PREVENT STANDING CIR 716. FOR D6SCRPTION AND L£14�ATkDN OF DIMENS14N L SLE SHEET 111ID3. rfTANLIRP6 OF WATER IN THE STRUCTURE. TRE MST O` t'ik 105HNG a ZIH A S OLL MATT€R`tL9 r r S APFFC 15 TO IH43U.OE6 TN616..NTAL TQ fR 163. fG'R NUMB(°:? 6i B,iF& A -F RL4UIRFC7 AND i.F,NGI'115 ,HE N THE W PRICE FOR THE SIRLICTURE. li'-0" + 9'-9" 2? ♦ ,i' in n• c' tl SEE SHEET I0+.64. fr. sYEFyS ARE TU @6 PRCY12E3]. F`bH OE1'NLS .T,EE 116• QLFAHTl1ES S14CNMN ARF FOR "KIM.IM INLETS CE EACH TYPE FOR 19LETS OF OREdT_R DEP'i'1N a {;'rAt+ STANLIMD 5T -f. 2' O' 3 1 3 1- " ' UTS iL7 TNCREMENTS SHUMN SHk SL �� CAST PLACE. 4. THIS ITf71 MA`f BE PRECAST CfW dV 2D' 4.17 `.t 2' 5 F OF MIC115 PER T'{f4T MIF T ED. TI'tL AMY PIP O 9 HIED AO4 L. c"LJ BY PIPES kf.15T c GY'✓ti�RE T% N'JD STEEL [3Sp AG t } n T A %1M LY 2 7. ?{ DOWELS AT .A. E tk4 X S" SMOD 3s4 - T UAN'Ell'E9. DEDUCTED T4 DBIAN F.T.kE BE CED Q waa. AREAS SE,IkCEt1' TO C -G TO C� lAt'E�`J YJ A NP'' $' Aift,§'fT.N0 CONCREFE TO P'REV'ENT TTLEkENT, TB• C BE: T'6ft UET ALS AAd6 ,DRO 1AN5 r� .URB, NE. BOOM, CCLLI4J 1.416 GNACE, DROPPED [",Uf'ER LINE. AMf} N t,lECf C7F== DOWELS A 2" K a" NOTCH MAY T3E , _ I REINFORCING1NG ASFRUCF'51'cENO] ' PRVOM EEE STANDARD 1-;1-34 FOR 6 DETAILEDSE£ =IAeUaR701-ZP ATEFTATE REMN, -1 OF STRUCTURE NEOPRENE SECURED BY 2 NOIN- 8. 3" DIAMETER WEEP WLE 13 T4 BE L9QAl ED T4 i93 CORROSIVE STRAPS, 1 ON rSksP,s. S Not& u URPIN SU8 A4E MA,T€MK . 'NFFP S,�ty�LE WITH 12" *' iZ' PLASTIC HPFLYWARE CLpTN fA MEG'N 6R' GN_V07112EO &TT_EL ('NRI. MNAAUM Yp1RE bIAYIETEH GATS", NLAA2ER 4 IN SH HAR7WA:# f.LgTH ACICHURtEO FIRMLY 'O `DTE OLITSUE OF THE STKIXTVRE: I" REk7ENYS to BE Ae'X.£D FUR EACH AODPYIQNCL FEET OF DEPTH QD NNU, LX SLOT LENOTI# ILI H Cu. 2t . Cat Lbs SII2G al. Yfl5_ C- C.- Stet! o.aa f4 ` 028 64 D, 15 1 17 4.26 64 0IS 47 SECTION THRCI.IGH ELEVATION APPRDX3,MATE GLYW E5 FOR k4N," 0' 6EPTFI L"AET TTPF GMENSXNJ L REINFORCING COh6_AE7E '_f. NOTE. '.T(EEL Csi.- Lan P£ a Cu. Ylh. g3 1 4,"0 647 S-0$ ICC 6"-4"I 6SIS I3.38 SO-FOU1E DF REIN4C%149'J; STEEL SEE NOTE 17 SFAS H a"Ets III DAR, Y N6} REOYD. LFJ•lUTW, PX7 NEO9. LEP•iw7H hkT RELY D. LF,NGii? 0,51J+,;. }8 Y-2" 0.5H4 -1i+.2 3'-3" 1 3& ,i -CI' -4"i STANDARD CURB DROP INLET SPEPIRIEN 1L7N FE F ICATIir 12" - 4" PIPE= DEPTH (H) - 9" to 2101 233 1Cl+.G6 NRGNIA QLPAIRTNENT OF TRANSPORTATION 302 STANDARD 6 INLET DEPTH 9'- -20DCOP C11 SCALE: N/A VVA�) I L LIN�LKL 3 BOLLARD DETAIL C11 SCALE: N/A ta- O,x ' EXF.,T13W OK PROPOSED 1 ,+ s" '1 (/ 11DEN'AJ<, SCE NOTE I5 y.,$„ s 9Y 4 C x1e" [am- In E%PAJtSS{IPF JOINT BAG OF 54f?E'NA2,6C 1 F,%PMtS19N jam, -7l €akLk'.} 6%12 S' z„ „ L,. .11_11_ ^� ._...__._..._11.11. J rII�u-AFfPRS P. -i G 1-'�'"-C ,.ems A- 1111 `� D c D y■■i n 19NeS B 'C_,_ _WELBEG I_ In J9 1B" C -C JB#ATS ,.-'a tT - Fk'P10A_ 11 �,,�-' . BANS C 1 L�' CE OF '�`•~ - - 4 S' C -C 2I 12" B, 2" N _ b. Pt, - y " 2,. 7,. _ -' 11..11 _.�. ..._._�... - 4BMt A R M;K CCtiTROT J - 6 10" C"G [ASE CQLLAI? s' -v' '$' 2'•2 la c SECTION 9-6 ' u1 . 3.6,. e ud. 1111, a u _ j _.____? -14 1111 T-4' 2' 0' tU' IA 0 AN. - VIEW .J�. PLAN 1 1 A BARS A -t € "%"X2h"X'l.` J L-vARaAaLE-Moat.$` I c iV< jj�� LtPF �F : $, 2'_a. 4, 1,_011 - FJi-�;``jPflEkl 1'".--I GFLV-NCGx4a ?_ c+ .._I .4 J-WAJiPEC! SECTION kJ^S} kANiZLO MC e % t2 1111 "� GA -� i - - c 4 - � raF c �T�'Tpk' € v J O:C a- : ._..1 BPFS -,=-i- . - - II ' C -G F�p I'-9" _ m� x I I BEFORE I I � - I I �2" UAd. Y, r BAR B B B et 6 C-' A-V. 3"' [I?lAE TER 6 WE1N ALL. EAAS f a xc Iz 6 VFEE. kiO E " 14' °1a T' @ 1111 st•bt1 5HEA$t SEE ii0.1 E ,�aC' �' 0 L� N LAL OR SECSECTIONC:-C ToTa cOu.kR.. ffit}NTEiEVAT`IpN WI WHEN INLET SECTION E -E 'CUT MFDANS. -" -` T -t" WARPED BUTTER „q„i „f 1_ .� 9M5 R -t ,+J-Y''RfkAGH GuTTf;:R 7„ I„I,: -t 1 _ - �' ; 1lf. / 7111,_j111", a1 i 1A LOC 2v ^ 1 , WEEPHOLE S., xI ."�'' 6/ILYYWVI2'EIi.1114" 1 I F_�- BAAS. A-1 S4'E NOTE i3 MAT' ATE3 L OP .F1"' -13' - 6 4 1 ! U1 L C 1 •' ' C VA'RS A i" _ APPRiAI:fl _ _7 -.L. & L � BARS 1- ' 0 - O -C SURFACE FOR LASE ON CRApCS -' T7' C ARSC-�- ., I d t/i' fi J$/figAfl SGMND, L a F : •"I 13 M. c C I � Cf NELC7E�N 7 u, ✓ NB f DF 2c I 1 BARS00 y - - "Ow 2 C c --- I I TYPE A WARPED TYPE e �a13RFIlCE L, _ _I i _ J _ FC 1 ��p s"` STEPS NOSE DETAILS I ed_.,G1K 1 ,Ar-�W &'i 2-�" ' INCITE 5 TYPL A NOSE DOTAL. SHALL i£ USC15 'ARTA CG -7 STANDAi2C'R. _ TYPE B NOSE DETAIL SHA -L BE ITSELF WITH CG -8 S3aW6ARD. 1'111I GALYAt`UZEE' PLATED YaR TYRE RTO BE BEI, ON AN MILE FOR USE IN WS SECTION A -A OF Mfr 30' ASO IS TO 9E ANCHCNtEO W714' 22'A+' ITUD BOTH SIDES TO BE SVMMETR;COL FOR STEP DCTALS 'SEE STC. JY -1, SiHLAK CUNNtCHQH5 WF.LU41.1 ICI HUSH PL-A'i_ At Z'G-C. 3tfE1 , DF T STANDARD CURB [TROP INLET SPETER ATIE R€FERC CE 12" - 24" PIPE- MAXIMUM DEPTH (H) - 9' 233 1g4.D3 V1fv>aIMA UEPART,WO OF TRAI6PU1RFA11CN 3D2 STANDARD CURB INLET MAX DEPTH 9' OP SCALE: N/A TABLE OF QUANTITIES PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE PIPE, H DIMENSCU4 51'.2E CDNt�ik IE PAIL B., WITH PART V. SECTION G OF THESE SPECIFICATIONS. 6,5�' (4) 1 " (25mm) DIA HOLES TYP= I, CONCRETE BNiS A BrtR4 Al 8.485 B BARS E i amtS C Bmr, E BAF'.s F NrFJyFIT ...CD SET DOGHOUSE BASE EXISTING SANITARY ON 32 3/4" (834mm) DIA BOLT CIRCLE. L FL. tF Me. I n. Fi- Na. L n. Ft 4{e ON CONCRETE BLOCKS SEWER PIPE C1 -AF 2 "' 1. it + 3-...' :T DOGHOUSE OPENING SHALLMIN. 12" CLEARANCE T p �..__-` O (RECESSED FLUSH) {l EA,'.1E''IEH+ ''wIDTH•,1 SATE ❑t `>E 4E' O1�L1 1 'III^ 1" 9E PREFORMED BY - 11 BETWEEN EXISTING PIPE R' Tv5 4 3'. 2' 9 5"C', +x ?.-a.. 3 4-3" to- 4'-d' 3 MANUFACTURER OR AND STONE BEDDING 1,. 19" SAW CUT TO FIT PIPE .. "•_0" 4 e_ " r {:_ :, , {, 8" 4 T 4'_B.' 1'_ :, OUTSIDE DIAMATER /1 [25mm] I PLUS 6". ^•.'-Q" .3 Q _11, 3 1' 6" 154 - 12" THICK VDOT ,,\ (2) CLOSED i1'_cT" i .'_4" 15 +'-3., IG 4'..$.. 5 It,No. 6B STONE BEDDING 1!9 -7,. 81x8"x16" AND 4"x E" x16" I_ S�`�' ,G1�1' PICKHOLES !rte1 ^_ B" :S . 1'-5" SOLID CONCRETE BLOCKS iL 14' 3.36 't 3: " 5 CENTER E/RIS)R­DOGHOUSE MANHOLE BASE 1/2•• '.. -_ EACH id' S.fii 4 5 T' S li'-0" + 9'-9" 2? ♦ ,i' in n• c' tl FILL DOGHOUSE OPENING [38mm] - -- " __..111.- , , _. 11.11. _...1_..__111 MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE 1V,_U:, # 5.-6" 31 a 3" to 4' 2' 2' O' 3 1 3 1- " BE CONSTRUCTED AS SHOWN WIT OPSI N CRETE COR Z 2D' 4.17 `.t 2' 5 ON FIGURE S -t -A NON -SHRINKING GROUT 2-0" 7 A, -U" ,I 1'-6" 3s4 C % C 1111 5 0 5" tc R ,N' ALLOW CONCRETE WRAP EXISTING PIPE WITH 115 , _ I TO FLOW A MIN. NEOPRENE GASKET MATERIAL r- 6 1'-D" BEYOND BASE �C BEFORE FILLING THE OPENING - ... _ ..._.,,. -' r 1111 - - 11.11 -1 OF STRUCTURE NEOPRENE SECURED BY 2 NOIN- O 1111/ O i93 CORROSIVE STRAPS, 1 ON 1 ' K P 3.D§ M1 3` 2 Y LO EACH SIDE OF OPENING m - w(2) CORED PICKBARS -2C. R, 12" MIN. CAST -IN PLACE ._.-_-....1111- . ---,_..,,-...,-1111._ _.......--...._..,_.._._ {... __- 1111 - __ _ ----' _-_1111-'. It i0 3,000 PSI CONCRETE BASE _11 1 1/8" (29mm) DIA BOSS i6` 3.65 e 6 FOUNDATION SECTION VIEW -G' L, 7 1' 6 1'_6, 290 NOTES: ti9' 393 3 2' G 1?"U" A .iCk 4 -}•'to- 4'-tl' h 1 CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 3210 5 45 - _. _. L.-_- FLOW TO THE EXISTING PIPE. 1 1/2" "+-D" fa B'i" 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. _... - NOTE 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 27 1/2" DA K[I-- [699mm] 1 [38mm] k'' EI [H.' uiJ BE SHCW'N O;J s'LAAS. EOLITH CF Iv OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE 2t MJd AML V, HLEHI '" 111 - CIA _` 2' 6" RHr'4 ,`RIES BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN m 26 1/4" OIFl ( [178mm ] t -i ' f - i x"E 4L`/=L` Or NLti. PH4 L9 A L ,.81L t SLUT ACCORDANCE WITH THESE SPECIFICATIONS. h. T39 STAPd ARDS .. TIE 71 AC.. i.N SHOAN ON • M1d S CIES "lk 71 L 1'.449 'WILL L 4FASLMLU I 't" 9 EL� .❑ RL LLI1' Cl 'AR i1� kl ltL RCIl.Ti7FC h TYPICAL MANHOLE BASE [667mm] 1 1/2" ( 26" DIA I0 [660mm] [38m'] 1/4" (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm] i ra ''5 ar a ht �£ N SHOWING "DOGHOUSE" INSTALLATION 1111 UE ICP H THE 7RUC TL€1E PL N4 M tAN usDNs U` N.T.S [676mm] - 1111111-1111-A - FIG. S -1-A1 . _-...__... ' 5 TD -26 VVA�) I L LIN�LKL 3 BOLLARD DETAIL C11 SCALE: N/A ta- O,x ' EXF.,T13W OK PROPOSED 1 ,+ s" '1 (/ 11DEN'AJ<, SCE NOTE I5 y.,$„ s 9Y 4 C x1e" [am- In E%PAJtSS{IPF JOINT BAG OF 54f?E'NA2,6C 1 F,%PMtS19N jam, -7l €akLk'.} 6%12 S' z„ „ L,. .11_11_ ^� ._...__._..._11.11. J rII�u-AFfPRS P. -i G 1-'�'"-C ,.ems A- 1111 `� D c D y■■i n 19NeS B 'C_,_ _WELBEG I_ In J9 1B" C -C JB#ATS ,.-'a tT - Fk'P10A_ 11 �,,�-' . BANS C 1 L�' CE OF '�`•~ - - 4 S' C -C 2I 12" B, 2" N _ b. Pt, - y " 2,. 7,. _ -' 11..11 _.�. ..._._�... - 4BMt A R M;K CCtiTROT J - 6 10" C"G [ASE CQLLAI? s' -v' '$' 2'•2 la c SECTION 9-6 ' u1 . 3.6,. e ud. 1111, a u _ j _.____? -14 1111 T-4' 2' 0' tU' IA 0 AN. - VIEW .J�. PLAN 1 1 A BARS A -t € "%"X2h"X'l.` J L-vARaAaLE-Moat.$` I c iV< jj�� LtPF �F : $, 2'_a. 4, 1,_011 - FJi-�;``jPflEkl 1'".--I GFLV-NCGx4a ?_ c+ .._I .4 J-WAJiPEC! SECTION kJ^S} kANiZLO MC e % t2 1111 "� GA -� i - - c 4 - � raF c �T�'Tpk' € v J O:C a- : ._..1 BPFS -,=-i- . - - II ' C -G F�p I'-9" _ m� x I I BEFORE I I � - I I �2" UAd. Y, r BAR B B B et 6 C-' A-V. 3"' [I?lAE TER 6 WE1N ALL. EAAS f a xc Iz 6 VFEE. kiO E " 14' °1a T' @ 1111 st•bt1 5HEA$t SEE ii0.1 E ,�aC' �' 0 L� N LAL OR SECSECTIONC:-C ToTa cOu.kR.. ffit}NTEiEVAT`IpN WI WHEN INLET SECTION E -E 'CUT MFDANS. -" -` T -t" WARPED BUTTER „q„i „f 1_ .� 9M5 R -t ,+J-Y''RfkAGH GuTTf;:R 7„ I„I,: -t 1 _ - �' ; 1lf. / 7111,_j111", a1 i 1A LOC 2v ^ 1 , WEEPHOLE S., xI ."�'' 6/ILYYWVI2'EIi.1114" 1 I F_�- BAAS. A-1 S4'E NOTE i3 MAT' ATE3 L OP .F1"' -13' - 6 4 1 ! U1 L C 1 •' ' C VA'RS A i" _ APPRiAI:fl _ _7 -.L. & L � BARS 1- ' 0 - O -C SURFACE FOR LASE ON CRApCS -' T7' C ARSC-�- ., I d t/i' fi J$/figAfl SGMND, L a F : •"I 13 M. c C I � Cf NELC7E�N 7 u, ✓ NB f DF 2c I 1 BARS00 y - - "Ow 2 C c --- I I TYPE A WARPED TYPE e �a13RFIlCE L, _ _I i _ J _ FC 1 ��p s"` STEPS NOSE DETAILS I ed_.,G1K 1 ,Ar-�W &'i 2-�" ' INCITE 5 TYPL A NOSE DOTAL. SHALL i£ USC15 'ARTA CG -7 STANDAi2C'R. _ TYPE B NOSE DETAIL SHA -L BE ITSELF WITH CG -8 S3aW6ARD. 1'111I GALYAt`UZEE' PLATED YaR TYRE RTO BE BEI, ON AN MILE FOR USE IN WS SECTION A -A OF Mfr 30' ASO IS TO 9E ANCHCNtEO W714' 22'A+' ITUD BOTH SIDES TO BE SVMMETR;COL FOR STEP DCTALS 'SEE STC. JY -1, SiHLAK CUNNtCHQH5 WF.LU41.1 ICI HUSH PL-A'i_ At Z'G-C. 3tfE1 , DF T STANDARD CURB [TROP INLET SPETER ATIE R€FERC CE 12" - 24" PIPE- MAXIMUM DEPTH (H) - 9' 233 1g4.D3 V1fv>aIMA UEPART,WO OF TRAI6PU1RFA11CN 3D2 STANDARD CURB INLET MAX DEPTH 9' OP SCALE: N/A TYPICAL MANHOLE FQANAF- ,Q/- r-'\n\/P-Q n[:7 -TA SCALE: N/A TABLE OF QUANTITIES 01-2A.M.2C PIPE, H DIMENSCU4 51'.2E CDNt�ik IE PAIL B., REINFORCING STEEL 6,5�' (4) 1 " (25mm) DIA HOLES TYP= I, CONCRETE BNiS A BrtR4 Al 8.485 B BARS E i amtS C Bmr, E BAF'.s F NrFJyFIT ...CD C,^. Yda. Na. l.m- Ft. N4. ON 32 3/4" (834mm) DIA BOLT CIRCLE. L FL. tF Me. I n. Fi- Na. L n. Ft 4{e By `5'3 C1 -AF 2 "' 1. it + 3-...' :T 3112. 1:.g., _ 5 T p �..__-` O (RECESSED FLUSH) {l EA,'.1E''IEH+ ''wIDTH•,1 SATE ❑t `>E 4E' O1�L1 1 'III^ 1" 3 R' Tv5 4 3'. 2' 9 5"C', +x ?.-a.. 3 4-3" to- 4'-d' 3 T.,D„ 1 ,.U,. 3 i._$., 1,. 19" 5' '3 3 2" S "•_0" 4 e_ " r {:_ :, , {, 8" 4 T 4'_B.' 1'_ :, 1N0 /1 [25mm] I §'-0" d 1'-c' " ,,-5, to 4 .6" S ^•.'-Q" .3 Q _11, 3 1' 6" 154 U_NB ,,\ (2) CLOSED i1'_cT" i .'_4" 15 +'-3., IG 4'..$.. 5 2'-4' .1 8'_C,,, 3 1._@" 1!9 -7,. 12' 3.06 4 T' 5 I_ S�`�' ,G1�1' PICKHOLES !rte1 ^_ B" :S . 1'-5" 224 iL 14' 3.36 't 3: " 5 t�'-0.' E. 3'-4` 23 b -.Y' kn d'.Q^, 5 1/2•• '.. �+ o Q id' S.fii 4 5 T' S li'-0" + 9'-9" 2? ♦ ,i' in n• c' tl 2' tl' 3 !+' f" 3 1'-6' [38mm] - -- " __..111.- , , _. 11.11. _...1_..__111 IA' 3B5 A 5 1V,_U:, # 5.-6" 31 a 3" to 4' 2' 2' O' 3 1 3 1- " 3."R. Z 2D' 4.17 `.t 2' 5 21.-13, 4 1'-6" 35 4-3 t. 4-6° 5 2-0" 7 A, -U" ,I 1'-6" 3s4 1 -1 _....1.11..1,,.,.. _ , `."1111._-` , .,..,.-1111-. .,,,•„_...--...,__.,...,-.,. 1111 11111111 .. C 1111 5 0 5" tc R ,N' 2' 0 9 I" U 11-, 115 , _ I -.1111.. LCi r- 6 154 - ... _ ..._.,,. -' r 1111 - - 11.11 -1 G) z O 1111/ O i93 Lt 1 ' K P 3.D§ M1 3` 2 Y LO N -I - CA m - w(2) CORED PICKBARS -2C. 11.11_. .._..._ - 555 ._.-_-....1111- . ---,_..,,-...,-1111._ _.......--...._..,_.._._ {... __- 1111 - __ _ ----' _-_1111-'. It a _11 1 1/8" (29mm) DIA BOSS i6` 3.65 e 6 1, i- 4 3'-S" 2C &.V1 J 4'-6" -G' L, 7 1' 6 1'_6, 290 „ -r� _.EXISTING GRADE1111.. - _ ........ 1111 1111 - 1111.. ti9' 393 3 2' G 1?"U" A .iCk 4 -}•'to- 4'-tl' h 7..]" 5 3"i" N 1'-6" 3210 5 45 - _. _. L.-_- 2O` +. Al 7 5 1 1/2" "+-D" fa B'i" 350 _... - NOTE 1::.1111_ 27 1/2" DA K[I-- [699mm] 1 [38mm] k'' EI [H.' uiJ BE SHCW'N O;J s'LAAS. EOLITH CF Iv 4. A.L :_EINP'O -ILINL '5!tUl SHP+L HAVE A 2t MJd AML V, HLEHI '" 111 - CIA _` 2' 6" RHr'4 ,`RIES ___._-'-"-. _.._..,..,..,....,,..»11.11, ,...._ m 26 1/4" OIFl ( [178mm ] t -i ' f - i x"E 4L`/=L` Or NLti. PH4 L9 A L ,.81L t SLUT 40 h. T39 STAPd ARDS .. TIE 71 AC.. i.N SHOAN ON • M1d S CIES "lk 71 L 1'.449 'WILL L 4FASLMLU I 't" 9 EL� .❑ RL LLI1' Cl 'AR i1� kl ltL RCIl.Ti7FC h uP 6 4S 10 YF (ETIVA" LE7TER111C Z2 IS r:T"1 WJUTC fAl § 'JjRFR,CN [667mm] 1 1/2" ( 26" DIA I0 [660mm] [38m'] 1/4" (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm] i ra ''5 ar a ht �£ N S P2.^N11RF[7 N .aLL c1' r ❑B G,V4 1111 UE ICP H THE 7RUC TL€1E PL N4 M tAN usDNs U` ; 550 [676mm] - 1111111-1111-A - 8 , 4 AOS A7 'RF THF ACIUAE ME rDR STil, RF T R ,>CD 11, CAST IH PL. G». Jl , C F O 9F C TIF. T11Ai WM N6 'i TFRVI;Ni.T.1 O PSI I. PRG -A �T 'Lnhl R*.TE si TO P.F . _-...__... ' 5 550 _ _ 11.11__ ._ 1111 ...,..,,.- 1111 .......... ..........,,..._ ., RY ?7 TEED CONTRACTOR r'F[)IA I'IEL9 �:.UNC7 TID:'r'�,i. O TOR F IELD 28 7/16" DIAI 5/8" m [722mm] [16mm] _ 23" DIA _ [584mm] UN RAdSF,`F _ _. . _ -- __- J - `IMIEU 5mrrca CN Tota PLAN5 nic INVERT l5 12 _END-Nx OF SLOT RI 'WILL,:N EVLRY CASSE, HE LHC?C:NIvt3 -7� 36" DIA 25" DIA 3. ID 6C SIFAT'm N "..CrA10ANCC WTI S.TANSARD ! rva4 CN FI, ANS. 1111 _ - --__1-__-._____-. ` - 1. T -,E rGST OF F' RMS-+I+r, A11D LW -IL', ALL �lJ [914mm] [635mm] "}" Dl:7AP tYi WA5fE R9A1V3 14 WAIFS N!iYS 1 *14TER14L.S NCiDEvTAL TO T'E SNAP tl IS Ti? BE iW-L12TED IN ILE 6t0 I'M 4 L FOR Tl7" S-TRt1C'i LRE 13. THI"M $TAn DAR ,S TNI E'PI'3Ep FOR USE IN fUR'a hvU GUTIER 5I{LdIVIDNS OId.1 [ DE-�^hrl A ++'YL O.D. OF GASKET GROOVE IN TNI EVENT TI-� IN,"T 9F `PF. UUTFAl i• F"E 14 .T^AWARD INLETS VAT HE CONS'NL,CTL4 'MITI? ..._ 11111111"-1111 ............_.. -11.111111. _. A, t$ HI,»[It TTIAIJ TIC BOTTOM QF 11E STRUC?URE, FRAME SECTION SECTION _..1... _ 1111 ,. ,_ 1111_ _ .1111,_, ._ -___,..._..1111 __ __ _11_,___ _ ---- _ _ 1111'- _ 1111..._ _ 11.11 _ IRE INY Rr OF Tn£ S11.i4TURE .HAL_ FSE SHAPEG DETALS S'-OVFN ON STA"NDA:D `RAVW, G 0.1.15. TYPICAL MANHOLE FQANAF- ,Q/- r-'\n\/P-Q n[:7 -TA SCALE: N/A STANDARD CURB 8 DROP INLET DETAIL - C1 I SCALE: N/A ST5) ( C1 V87 CONCRETE SLAB 24" SO, X 4" THICK (WHEN SPECIF'I€L, WATER CAST IRON COVER i- FiNiSHED A'SPHAL.T OR N -_»» CONCRETE PAVIPPG. AGGREGATE 9A -SE - .CAS :R(?N VAi.W€ BOX, INSTALL PLUUB - AND CENTERED OVER VALVE OPERATING 1/,e^ 3 1%7 11^11 "'-ALV` WATER MAIN MECHANICAL JOINT ONLY TYPE rlT' (SCREW TYPE) TYPE e"A' EXT fNSL100 R.A*aG - C psM. A D:M. E3 DIM. D TABLE OF QUANTITIES 01-2A.M.2C PIPE, H DIMENSCU4 51'.2E CDNt�ik IE PAIL B., REINFORCING STEEL 6,5�' 8" 9 TYP= I, CONCRETE BNiS A BrtR4 Al 8.485 B BARS E i amtS C Bmr, E BAF'.s F NrFJyFIT ...CD C,^. Yda. Na. l.m- Ft. N4. L r Ft -; Ne. L F6VF Nu. Lin. Ft. L FL. tF Me. I n. Fi- Na. L n. Ft 4{e By `5'3 C1 -AF 2 "' 1. it + 3-...' :T 3112. 1:.g., _ 5 F 0'" - - v-6" EA,'.1E''IEH+ ''wIDTH•,1 SATE ❑t `>E 4E' O1�L1 1 'III^ 1" 3 R' Tv5 4 3'. 2' 9 5"C', +x ?.-a.. 3 4-3" to- 4'-d' 3 T.,D„ 1 ,.U,. 3 i._$., $4, 19" 5' '3 3 2" S "•_0" 4 e_ " r {:_ :, , {, 8" 4 T 4'_B.' 1'_ :, 1N0 15„4' b" $.' 2.51 & 3' r' 4 §'-0" d 1'-c' " ,,-5, to 4 .6" S ^•.'-Q" .3 Q _11, 3 1' 6" 154 U_NB Ip' 2-19 A 3'-2' i1'_cT" i .'_4" 15 +'-3., IG 4'..$.. 5 2'-4' .1 8'_C,,, 3 1._@" 1!9 -7,. 12' 3.06 4 T' 5 i..'- + 3'"8`' Y1 4 3" Pta + 6" 5 ^_ B" :S . 1'-5" 224 iL 14' 3.36 't 3: " 5 t�'-0.' E. 3'-4` 23 b -.Y' kn d'.Q^, 5 T-0' 3 11-1' 3 P-9 ` 25':_ �+ o Q id' S.fii 4 5 T' S li'-0" + 9'-9" 2? ♦ ,i' in n• c' tl 2' tl' 3 !+' f" 3 1'-6' 294 - -- " __..111.- , , _. 11.11. _...1_..__111 IA' 3B5 A 5 1V,_U:, # 5.-6" 31 a 3" to 4' 2' 2' O' 3 1 3 1- " 3."R. 11111111 --- - 2D' 4.17 `.t 2' 5 21.-13, 4 1'-6" 35 4-3 t. 4-6° 5 2-0" 7 A, -U" ,I 1'-6" 3s4 1 -1 _....1.11..1,,.,.. _ , `."1111._-` , .,..,.-1111-. .,,,•„_...--...,__.,...,-.,. 1111 11111111 .. 6' 2.2.1. .l £'• 5 1 1111 5 0 5" tc R ,N' 2' 0 9 I" U 11-, 115 , _ I -.1111.. LCi .. 1111... .---.. 11..1_--",. - 6 154 - ... _ ..._.,,. -' r 1111 - - 11.11 IG' 2882 4 1`11111 9 W-0- 4 51-61, .. 4'-3" to 4'-d" S 2' 0" 8 c -1" 6 }' - i93 Lt 1 ' K P 3.D§ M1 3` 2 '-1` M1 -b' 13 r '.' 6' 1 + 1" tc i" 2 4 '-6 6 1 _2C -2C. 11.11_. .._..._ - 555 ._.-_-....1111- . ---,_..,,-...,-1111._ _.......--...._..,_.._._ {... __- 1111 - __ _ ----' _-_1111-'. It H"�,. _ (�. _ CJD... . 1111<_,__... + 545 i6` 3.65 e 6 1, i- 4 3'-S" 2C &.V1 J 4'-6" -G' L, 7 1' 6 1'_6, 290 „ -r� _.EXISTING GRADE1111.. - _ ........ 1111 1111 - 1111.. ti9' 393 3 2' G 1?"U" A .iCk 4 -}•'to- 4'-tl' h 7..]" 5 3"i" N 1'-6" 3210 5 45 - _. _. L.-_- 2O` +. Al 7 5 et' -0° + - ' 34 + .i" ¢n +'-&" "+-D" fa B'i" 350 _... - NOTE 1::.1111_ --- - ... 1111_.. __ ,._-,... k'' EI [H.' uiJ BE SHCW'N O;J s'LAAS. EOLITH CF Iv 4. A.L :_EINP'O -ILINL '5!tUl SHP+L HAVE A 2t MJd AML V, HLEHI '" 111 - CIA _` 2' 6" RHr'4 ,`RIES ___._-'-"-. _.._..,..,..,....,,..»11.11, ,...._ . 01 _UVtd 3F 2% MNNL t -i ' f - i x"E 4L`/=L` Or NLti. PH4 L9 A L ,.81L t SLUT 40 h. T39 STAPd ARDS .. TIE 71 AC.. i.N SHOAN ON • M1d S CIES "lk 71 L 1'.449 'WILL L 4FASLMLU I 't" 9 EL� .❑ RL LLI1' Cl 'AR i1� kl ltL RCIl.Ti7FC h uP 6 4S 10 YF (ETIVA" LE7TER111C Z2 IS r:T"1 WJUTC fAl § 'JjRFR,CN - - - 7Cr t FC rkOM TFE MLR! UH H UTr4LL ra ''5 ar a ht �£ N S P2.^N11RF[7 N .aLL c1' r ❑B G,V4 1111 UE ICP H THE 7RUC TL€1E PL N4 M tAN usDNs U` ; 550 i CVG STA'+' VAR. E -i MA?d&l,C iLRCR. ER - 8 , 4 AOS A7 'RF THF ACIUAE ME rDR STil, RF T R ,>CD 11, CAST IH PL. G». Jl , C F O 9F C TIF. T11Ai WM N6 'i TFRVI;Ni.T.1 O PSI I. PRG -A �T 'Lnhl R*.TE si TO P.F . _-...__... ' 5 550 _ _ 11.11__ ._ 1111 ...,..,,.- 1111 .......... ..........,,..._ ., RY ?7 TEED CONTRACTOR r'F[)IA I'IEL9 �:.UNC7 TID:'r'�,i. O TOR F IELD 4111 4[7OL .i.If{ UN RAdSF,`F _ _. . _ -- __- J - `IMIEU 5mrrca CN Tota PLAN5 nic INVERT l5 12 _END-Nx OF SLOT RI 'WILL,:N EVLRY CASSE, HE LHC?C:NIvt3 - ' - 1111.. _....... _ 1111- 3. ID 6C SIFAT'm N "..CrA10ANCC WTI S.TANSARD ! rva4 CN FI, ANS. 1111 _ - --__1-__-._____-. ` - 1. T -,E rGST OF F' RMS-+I+r, A11D LW -IL', ALL •1111.... "}" Dl:7AP tYi WA5fE R9A1V3 14 WAIFS N!iYS '_. max.- 1111_.,_ 1111__, 11.11, "1111_ _ - *14TER14L.S NCiDEvTAL TO T'E SNAP tl IS Ti? BE iW-L12TED IN ILE 6t0 I'M 4 L FOR Tl7" S-TRt1C'i LRE 13. THI"M $TAn DAR ,S TNI E'PI'3Ep FOR USE IN fUR'a hvU GUTIER 5I{LdIVIDNS OId.1 [ DE-�^hrl A ++'YL 1111 .. _.- ---1111_,. IN TNI EVENT TI-� IN,"T 9F `PF. UUTFAl i• F"E 14 .T^AWARD INLETS VAT HE CONS'NL,CTL4 'MITI? ..._ 11111111"-1111 ............_.. -11.111111. _. A, t$ HI,»[It TTIAIJ TIC BOTTOM QF 11E STRUC?URE, C-0NCNETE &],CCS IN ACC?COAILC WC'I4 T:IF _..1... _ 1111 ,. ,_ 1111_ _ .1111,_, ._ -___,..._..1111 __ __ _11_,___ _ ---- _ _ 1111'- _ 1111..._ _ 11.11 _ IRE INY Rr OF Tn£ S11.i4TURE .HAL_ FSE SHAPEG DETALS S'-OVFN ON STA"NDA:D `RAVW, G 0.1.15. =-D" E 1111__,., __ __,, 1111.. - 1111- ., 119 -1- , -11'11_ - A91'H tFlLN7 WOR -TAR FU AF£,'P_Trr STAN6P{C ON PGNGCiG Ot 'RATER N lF ,: 1CICTUi ,i'C LOST DT THE AREA WAY SE EARTHEN,IN WHICH CASE JOINT,' WI'.,! R, -PLT Cfd7 :O �.-�" �' i TIE 4A, T_ """"C`"'C A Ll FUR'I5111NC. ANO Pk ACING AL RIq ,ALS iW,.ICLNTAL TTS THE HA'N': IS rG BE I!ZLLG7 D T1,E VAFANSWtN mill MD G.HTEP C r !�` ` _.___.__.._ ... 7 IN I'HE E7 PH'C:£ €L?{ i'HL SIRUCNME 16 C1,RLCRETG Od"I l,115 SHOWN :VIE PCT OEf'TH IIf2 C _ --- 3TEP5: ARC TD BC I'VO'tDEU 141IV4 H M d O" 11ii 0,� `� 2 TITIIDUT PIPE :TIED AN,UJV= ,'� _ 535 : _ 1111 _. 1.1.11 - 7R CREATSR: FOR UETG4�e5 SEE SS'Aa0ArT6 i S. r CtSR1.A(n,P Bf P.F'LS MU57 � MCWPX-TI TI PA.#' e'.N TRS. C"JO.=T.P.EF., FCER lti;,ET-a OF C 1111. 1111. _ _ _ 11111111. - , 1111.,, , _ _ ... ,,. ,. . THS ITFIA MAY HE RRcC,'GT GR ClZ V LICE 6FFFEREKn @PT'S A^D OR SUBTRACT "2S CJBr tA7tJS OF C.CRETL YDR tia:.H FCC-.., 1111'- --_ 11- --- - . . 1111__ 5. #4 x S"PQ711 OQ'WL,S AT APPRQKVC4. LY "a.-' G C Ttl k1t- PLAFF, ,N All FREA5 93CAC.'ENT 17. l6NI'TiT 4F N GILD RON AS SFP7 WN ON SIIFE,T n " r �1_­­_.____" - LIE114L N 7. TD ABUITWC fX,eNCFETE i4 FFEE VENT SETILEN_IJT. i OF 2 15 i4 BE S" AT 4,10 Lss.; FT. 4,= �-� 1111.., 1 �'.0�4 -' _E . - _ -. , � 5 H[1F 3- GAME M IAEEP H<1LE 10 AL LDCATF-7 _7 to A gE*1Otr.5 L.ENG711 L'F 4tE 11% aAi, 15Q =. 7 1.?S CAST IRAN ill 111.1-..__ _ - tI '9- R, DRAN 4UBRASF' MATERIA. 'NEEP HUtE WITH Q. 41_ REI±,'.FCRC1PAi HARD TO F> -.YE. ,_ - _ --- ___-1111_,. _ -- .,, _.._ , _,11,11.. '2'x1, v ESTI.: HA DVINNE ;,I P n MESH - - -__-- - --'-_1-111 ___....1111_ _ 41F G".LYWZE7 E-TF7- WU�• 1A41ML0 WVEE OIAJ,iCTCR 003 N4,MUER 4 ME 'diUR MARC 2I7 CRATE ,D BE 9NsfALLE S•7 SLOTS 'NF1 DiRECI kAI ER IfJN.LFT_t THE INCE? P•iROAI, SECTION F -I• _,__._.. 11.11... I-- -9--.1 CLOTH ACX3'QF E;7 FIRMLY TO TFE UI)TDOE: 1111,.11.11. ,._.._.._ 1111 ___._... 11.11 .1111.. 1111 _..._._.,_..,......_ "1111,.. 11.11. _ - DPS ..0 017976 ,-,_. 15 H 166540 -- _ 1111_ , .- 1111 _ _ , . 1111 ... OF THE S1TIU17 W., 1111. - - _ - --------- _ _ - 1111.1111.- -. I _ _ - I 540 RP,-❑FIClCF, 11.11 rJTANDARO CURB DROP INLET "`` 2 °` fF6FERE Nth 12"-2411 PIPE: MAXIMUM DEPTH (H)-9' , _.. " ---- .-, 11' ' 11 _ 111,1:.1111 ,._-'__ ...._,.... --- __. 11- ---._ _I, .11- _.................... i`� I . _,. 1111_. __- . 23J -- -' 1111 T - - 1111... - -i '- - 1111- .. _. - ; 1111_.--1111.... 1111. .__. , __......11111111_., 11,11. 1111 t7r4 6%C,7 3(72 1111..__ 1111---1111-11.11,._ ---------1 VT's;.IVlh DEPARTMENT Or TRNJ5E0RTAlIQN 1111 z-.1111_ 1 104.04 STANDARD CURB 8 DROP INLET DETAIL - C1 I SCALE: N/A ST5) ( C1 V87 CONCRETE SLAB 24" SO, X 4" THICK (WHEN SPECIF'I€L, WATER CAST IRON COVER i- FiNiSHED A'SPHAL.T OR N -_»» CONCRETE PAVIPPG. AGGREGATE 9A -SE - .CAS :R(?N VAi.W€ BOX, INSTALL PLUUB - AND CENTERED OVER VALVE OPERATING 1/,e^ 3 1%7 11^11 "'-ALV` WATER MAIN MECHANICAL JOINT ONLY TYPE rlT' (SCREW TYPE) TYPE e"A' EXT fNSL100 R.A*aG - C psM. A D:M. E3 DIM. D HEIGHT CHART g PIPE, H DIMENSCU4 51'.2E CDNt�ik IE PAIL B., lkJ"-24" i 10.5" 14.5" 6,5�' 8" 9 24"-29.+ 15„ 21^^ G,. ...CD 36-48" 1 FS" 30' 8,5" 5 315 -6D" 1 26" 36" &.5" LONGER BOXES ARE MADE BY ADDING EXTENSIONS c-ATER SEWER ."""-'CAST IRON COVER 4 -CAST IRO?! VALVE BOX TYPE er�s" E"XTEN51014 CONCRETE SLAB -CAST IRON COVER RANGE - CR.M_ A I AIM, B DIM. D 24" SO. x 4" `H`rCK SWHEIN `'FECIFIED - FINISHED ASPHALT OR 18-24" 17 15' 6.5" ON PLANS)_ _eC CONCFi_T£ PAVING. 23-29" 153" 15" 651, AGGREGATE BASE 24"-38" 15.3" 24.5' 6.5", 11 - Na _ 36' -49" 15.51 25" 8.5.' `' " 3H' 'a., 26<S" 2415" 6,5°' <I 1111 CAST sRGN V/V..VE 6t,'X.'sNSTPaL PLUMB 36"-60" 26.5" 36' 8.5" €p CENTERED OVER VALVE 4FERAfl4' > t) - NEIL 5 LONGER @17X`85 ARE MAGE Bf ADDING EXTLh°SIC1"C. u 1/;, w --- VALVE'WATER MAJN »��V E^ -WATER MAIN APPROXIMATE WIDGIHTa 4 �2' . �`...� __ . FRAME 150 T' $ L65• .2 y„ 1/:, { P._-.,._-_ Laver 39 ± 2 LEIS. C 2., TotW 169 ± 10 LBS. M€CFiANlCAI N rl RAJS€U I!a" .JOINT ONLY TYPE $ S,. OR .W„ e _ c. (SLIP TYPE) /Cas APPLIES M ��nr H t / 5. � r =m _. ....._.... 1111 3 1_IT;!®_,j i 7'+"� a" 1 2„ C 1 F '---Y„ W'EBB 7" I Ste'"- j�d4 YYEF3E3 NOTE., TYPE "C" L CAST IRON SHALL CONFORM TO ASTM A -48M GF.A5S 36S, SHEET I OF 2 VA+�VE BQ��t Alla VALVE MANHCii.E WATER AND SANiTARY' SEWER FACILITIES 77- 1406.71 VIRGINIA DEPARTMENT OF TRANSPORTATION WATER AND SAN SEWER VALUE COX DETAIL SCALE: N/A CURB DROP INLET TI•IRDAT SECTION ?O^_ . DP P D C` F `a T ' , fR k 5 ETA11., MIN. FAG OCK NEETE 4I -yyV� 5E E ALTER A Of 2 FQR ALTERNATE OETAL. AI.,L. RIR BAYS -6 9N &' CENTF.P.S. *4 BARS t _ r~ +t1 BANS E A 3 SARS m4 BARS u3 F308S / _ .r w4 BAFM �OCAI:ONi CJ' F'QLL TO VARY ACCORDING TF Tr.?E OF MET CDWSTfli1CTED.- NOTES - 1, SEL GENIFRFL N07ES - PRECAST 170A A.f%YRIONAL DETAIYS. 2. coNGRErE to BF 4004 PSGMSRNAUN COMPR€6$tVw STRMD' "„ 1 RONFOR0HIL STEEL IN ACCORtt. MIZ WHIM ARICA A-615 FOR REINF Df8"_ND DARK_ A. REINFORC14IN ACCORDANCE WITH AS'TN A-185 FOR WELDED WIRELIES+{. 5. °DRJENSJONS SHOYHd ARE M,NSMUA. ACTUAL DWNiIONS MAT" WiFrl MAlaiIr ACT JRER VARY 6. THIS LINT MAY BE USED WITH Ar_L STANDARD DI -3 k LII -4 CURB DROP INLETS 7, EACH F&C£ BLOCK SHALL HAVE 2 OR MORE LOOPS r+3 Fa THEE OOPS BNR57 „AST IN FAC,t'. AS SHOWN. MAY R ACT IN THE RE TO 4i FOR LIFT AND FOR 9E USE ` N FACT RLLH` ARE TO 3> L WITH TER `S OR , AC .KS AR N P ACE aEM.EIT WITH t4iUUF OR PCLYSUt.FN1E: SEALER. 2. - P� N T REQUIRED N 7iiS TOP Is, STANDARD 51 iaTk a P Q TG UN HL FY RJA tp- ND9f:' U. ADL TL 2 OF 2 u :.- 916- 9 H "-KJ'SE'E ALTERNATE '1` R 4GEP'dJT RETCH GETAJL 13 FCiERLCiC74 * VMES WHIM NN&PM:TUR`_R TYPICAL MINIMUM BAR REINFORCEMENT AL RE PARS W -2U 9AICO1H / BARS V1 4', ' CENTER5, �3 4 "' BARS IV 70 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT STANDARD PRECAST TOP UNITS VkRON1A DEPARFMEH' OF 7RA4SPQT;T,VP0N STANDARD PRECAST 9 TOP UNIT DETA L C11 SCALE: N/A STORM SEWED PROFILE - B-1 TO ST -7 SCALE: HORZ: 1"=20' VERT: 1"=10' STORM SEWER PROFILE - C1 TO SiI'-5 SCALE: HORZ: 1"=20' VERT: 1"=10 RECOMMENDED MINIMUM HEIGHT CHART g PIPE, H DIMENSCU4 51'.2E CDNt�ik IE PAIL B., "'I" 41� 8" 9 3'-i 7 " ......._ - 1111- ....,_. ...CD C) 1111 --- 111-11 . 1 5 "' 2N' 1 4--o'A" 4- „ ' - : " , ELE T =II:. TELE1 HDPE ^.:,ELE ETi:•; EA,'.1E''IEH+ ''wIDTH•,1 SATE ❑t `>E 4E' O1�L1 1 'III^ 1" 3 a7E : :SE' Ehi :?O L.I,:,.P a' 1111 1111.._ - 1111. - Y 00 .. O .......... C-1-1 ... I.....-. _ 19" 4'01," .- T❑ THE -,Ir: CIF '.�'. I TSS `. 15„4' b" -TV," 4•-101,- FI,-, ',. -- 1-119- _-------- 1111 O - d _- E,,,,1 t„ -7,. 1Y 4.4' iL I. . eta :a 560 1111 ...... 550 I _ , 1 111.._ -, . 1111. ,, . Ln x �+ o Q 550 560 -9119 - - - - o1 11111111... - - - - ' ---1111__, ,_ .....__1__1__1_1__ - -- " __..111.- , , _. 11.11. _...1_..__111 1111_ _, ._ .1111 1111. ao -- - 1111 11111111 --- - .1111 - PROPOSED-' 1 11.11.. DE ;. -GRA 0 _ 1111 : 1111.. __ -1 _ 11-11,11,111_... - ..-_._ 1 -1 _....1.11..1,,.,.. _ , `."1111._-` , .,..,.-1111-. .,,,•„_...--...,__.,...,-.,. 1111 11111111 .. ..-1111-_1-- __�_ ........... ._,....,.. ._ __. 1111,. 1111._._ 1111___Iv'D in in11.11. 11,11... 11.11,......-1111.__ .. 1111.,...,_._..._,,..._.._-1111,. .____ - .._ ----`11111111 --..____..1111--__._..__,_.. _. _ ----------- ----- .._.•:..:,.. - ..._... ` 11 . „- I _ 11.11. - , _ I -.1111.. LCi .. 1111... .---.. 11..1_--",. - 1111._ -_ .1111...1111 .............. - 1- ---.._ - „,..-,.._I ._....... I_�_,_.-, - ... _ ..._.,,. -' r 1111 - - 11.11 ,....--....___. - <:..._.�._11.11 F � 1111..-.,. x.1111,:._-. _.,- _.-_ -1111---1111__111 1.. ._.,_.,_ -. -. .,. 11 11 .,, . ..11-9-11'.. .. ,, 11111111.:.. 9111__,.,.,_ -`.... :11,11,d- , ..111_1.. .11.......11... 11......-. , ..__....... = _ - ..9...99._....1 __ COO 1111_- _, __ __ 1 ___ ___- .., ._.. --- - , _._.._..- -1111..111" O .. � � -' _ 11.11. .? _ __, _ _1 1111111.. ......., . -- _, . " _ - .1111. 1..1_ ..11 _ 1..1.11 _ "..............,..__.... . _ ._.... 1111.__ .......11 1-1 ... 1111.. 1111 .. ,,.,__..._ .__.. _ _, 1 ! ......... ................_.,,_.1111.)1,.......___............-......_....._ _..,. , 111 - 111 --- ----..1..91.1......,,_<4� ✓.CD.. -iv 11 11_.11 11 . - 11.111111... "-'._1 3 _._--_.... .__.____... 1111. _____. ...__.___._- _ .�__1111-_ _ 11.11_. .._..._ - 555 ._.-_-....1111- . ---,_..,,-...,-1111._ _.......--...._..,_.._._ {... __- 1111 - __ _ ----' _-_1111-'. 11.11 ... ... ._..._.. .. .-.....___ ._� H"�,. _ (�. _ CJD... . 1111<_,__... + 545 I_.., 555 - _ - _ ....... 1111_.<.,..._._ ._ . 11,11, ---1-1-111111111- _ .., ` -11.11.__ . x - ELI - o _ __. , - _1111 ..1111..__ 1111 _-"--.. -_'1191_-"-'- �_..11111111.. _ -PROPOSED _GR,4DE"' - E Q I _ _. ;1 1 11 .. __ _ ..1111 1111 ,. 1111_.,,-,._w_ . 111 1111.... 1111 „ -r� _.EXISTING GRADE1111.. - _ ........ 1111 1111 - 1111.. 11-9.91111111_.. _ � _ 11 11._1111J - _ _. � _. _ .1111_,.11.11 1111 I- ¢ 1111. 1111..._ cn - --------- I 1111._ ... 1111.... _ .. 11.11 _ 1111_ - - ------ 5 45 - _. _. L.-_- -EXl.ST1NG _GRADE-. ' ' - .-_-1_...11 __ 1111. - 11.11.. _.._..._._.,� 11.11..11.11.. - _ _ . 11111111, .. 1111 .- 11111111... --- '_ ----- __ 11 1111 '- _.._..._ _.,.,.,.._ _... - 1111_ 1111 _ _. 1111 ,. 1111. F- 1::.1111_ --- - ... 1111_.. __ ,._-,... ._,_ , -1111.__ 11 .11,. _ 11111111-- - -=1 . _..._.,,_W -..._....... ,_1111. __....... , T 1111...111 1 11111111_ - -- -1 ___._-'-"-. _.._..,..,..,....,,..»11.11, ,...._ -1111. .-... - ..1111--- - 40 1111. 1111 _. 1111 1111.. 1111. ....._-<_. _-.,, ..._,....... �, - -1 111111 11., ... - - _ 1111.._. ,, _.... . ........ -' ----.. - .---..._..._...._- 1111-1111... .. _._..,w ....__.._ _ ----- ,.- I L/T - 1111 1111 ----1111 ; 550 540 r _ _ - 1111 _ _ . _-...__... ' 5 550 _ _ 11.11__ ._ 1111 ...,..,,.- 1111 .......... ..........,,..._ ., _ ..___...__ _ 111111.11,._.,......_.... 11.11.- 1111.. 11.11-�,.-.,._..._._, .. 1111_1111--. .1111.1111 1111... f - 1111._ ...11.... 1111- ,..11 ._11 _ ..._-__ , -- ,- , _ _. . _ -- __- J - �_ - .-: 1111 _. ----- - � .._ ...,-.._-,, . 1111 1111 1111. _ . , , 1111-1111,1111., ., ...._. - ' - 1111.. _....... _ 1111- 1111- . 11.11. 1 1111 _„ _ ..__. , _, _,_..... 1111 _ - --__1-__-._____-. ` - •1111.... 1111 1111.11.11.11.11_._. 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I 545 _ w, 1111 _ _ ...... .... - 1 _, _. 11.11.. 1111 1111 ... :'. _ ' ___ ,._ 1111, , 5 35 1111_.. ._.. _.- 545 _.___.__.._ ... 7 111111.11... -1111-1111-1111-- ....-- _ " - 1111. .. ,_,..... _ --- ::: ,_.-____ _., -. -, .,- - - 1111 -. _ ....__.,,..., 1111.. .. - _ 535 : _ 1111 _. 1.1.11 - 1111- ` i - -„ _ .1111__--, - , I. 1111. 1111. _ _ _ 11111111. - , 1111.,, , _ _ ... ,,. ,. . _ _ _.. ,1111 ,._ _. 1111,. - - _. _ 11.11.._ ."-9,_. -.11__ ." _ 1111 _ --.1111- ,----.- ,_ -.11_' w 1111'- --_ 11- --- - . . 1111__ 1111,, :. _ ..11,11.. 11.., .......11.1.. I --- __,. . _ .....,, _ _ -.. , _ _.....-- _ 1111 _ ----. .............11 ..... 1 - 1111.. - _ .. - 1111.., 1 �'.0�4 -' _E . - _ -. , � 5 H[1F 1111, .,-------. _. , -- ...e.... ;1111 __ 1111._ .,. __a ,....-, .1111 1111._ _ - ,_ __,. .,. _,,,_. . _ 111- _ _. _ 1111__ . ,,, .-..----1...1, .11--_ .1111,1111 ,-11- -' 111.1-..__ _ - tI '9- ....._._,-,- _ ,. _.....,.....___ . _-- w____ ,,, d 1111_ ,_ - _ --- ___-1111_,. _ -- .,, _.._ , _,11,11.. 1111 .... 1111 - - -__-- --'-_1-111 ___....1111_ _ 1111,.. _ .. 7_,$--. r- - - - -___ ..I _,__._.. 11.11... I-- -9--.1 1111,.11.11. ,._.._.._ 1111 ___._... 11.11 .1111.. 1111 _..._._.,_..,......_ "1111,.. 11.11. _ - DPS ..0 017976 ,-,_. 15 H 166540 -- _ 1111_ , .- 1111 _ _ , . 1111 ... :.......,.. _ 1111. - - _ - --------- _ _ - 1111.1111.- -. I _ _ - I 540 L..___..-__ _...,,.., 1111_. 530 -- 11.11 - - ; 530 1111 !- „ti,1111.. -, ,1111, _,w..1111111111-1111.., - T-7 �r -. - .. _ 1111 - _ . 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L . _ „- _ , --' - - ---.. t . 111. . - , _.... -1.111 „ ---... ----. __. _ .. - __ _.- , - - _...,._ .-- _'_ _' ... _ -- 1111 _ 111_. 1-111,1 _ . _ , ,..R,, 1111, . _ , _ 11.11.. _ 1111 � 4 - 1111 . 1111 1111,.._ 11111111-, ...._..-...,,.,, :1-1-11 ....111. 1111- 1111 _- 1111111-111-11. ,_ __ .1, 1111-, -- -11,11,. Ln __11.11. _ __,_ _ _ _,_..". ,_ -,-,- - _1111 11.11. d _. 1111. 1111..__. _ _. 1111 11.11_ 1111.-.. _ _ � �._,..,. - -, . _,._,_ - 1111.._ I. - -1- _ 1111-_. ,.. -- 535 _,.,<- --1111"- -------. I" -- . _.,� _ _ - 1111 �, � r} _ f 525 535 , _ - - _.. -___ _ ... _ _ - i-� - _---_-___. _„ _ . ........ . ...... . _ _ - _„__" _ __ _ _ _. .. ---_ _--- _ ,.-11 9-1 _1111.- ._...1 t. _ , 1111. _. , - 1111.. ; . _� L .. _ .. z - 1111._.. 1111 ' 11.11. 1111... 1111 I 525 I . -11.11, - - _ 1111_., ..._. 1111_ w_ .. _ 1111._ . -_11.11._._ - .. 7.. - - -._ _ . - 1111.. . I >- - . -111.1.111111"_ .__.._ . _. 111.1," _, 1 1111.. _ 1111.. 11.111111,.., _ _„_....__ _______,___9_,=T ..1111.1111._._..._ O _ _1 . ----1111 1111 .< - _. . 11.11 1111._.. 11.11 ..._, . _ .. _o __ . - _,. _. -- _ 11.11 - . _ __ _'_ ' __. , ___. ... ---_ . ..._ __1111_- _,_ - - - ---... -. _......1 ..1111-__ ..4, . - - - 45 ...-11-- _,,1111- _ 1111- -- . ---'- - .11111-1.11-1----,---1111. rZ _ _ . 1111. > - _. _ ..._.,._ 1111 _ 1..1111_, . ,- -- _-._ ,_ ,_1111,,_„ 1111_ .. 1111-- ' Z 1111.11.11, 1111. 1111.. ,_ ...1.1---11.11_._ - 1111 ,., _. 1111 ,, .- . _, 1111 - _ ,. 1111_ ... ,.. _ . - 1111 _ _, ,_ _ .1111_ z I 1111 > 1111_. Z .-..' '' _. _ ;- , ,,. _ ..' - .1111„__, 1111 1111.? - . . ........ --- -1111 . - ,::_ ... 1111 - ' .-. 11.11 1111... _-11I ,, _ 1111 ----� 11 11 .. _. 1111 1111 .1111 _ - � - .. _ 1111._, 0 1111 - 53giI,n - 1nj_nn 1111.30 _ _ . 1n-t-.�n 11+00 11+50 12+00 12+ ....1 1 11 _ 52 +50 10+00 10+50 STORM SEWED PROFILE - B-1 TO ST -7 SCALE: HORZ: 1"=20' VERT: 1"=10' STORM SEWER PROFILE - C1 TO SiI'-5 SCALE: HORZ: 1"=20' VERT: 1"=10 RECOMMENDED MINIMUM HEIGHT CHART g PIPE, H DIMENSCU4 51'.2E CDNt�ik IE PAIL B., "'I" 41� 8" 9 3'-i 7 " f , w OT s - n' TEi,;= ',Z E.; 5 "' 2N' 1 4--o'A" 4- „ ' - : " , ELE T =II:. TELE1 HDPE ^.:,ELE ETi:•; EA,'.1E''IEH+ ''wIDTH•,1 SATE ❑t `>E 4E' O1�L1 1 'III^ 1" 3 a7E : :SE' Ehi :?O L.I,:,.P a' 8' 3:-1 /,.: 4 � s 19" 4'01," .- T❑ THE -,Ir: CIF '.�'. I TSS `. 15„4' b" -TV," 4•-101,- FI,-, ',. -- i" t 24" S'-11 E,,,,1 t„ -7,. 1Y 4.4' I. . eta :a ., 4,-V/ , 2T 5'-1,4" r 7" 5'r 6°Ae 30" 6'-21"+I: 3.i" 30" 6-5y."3 ®•_R. m�4 ,a m 4 ,uZ" 7''31 „ ,s o A!^, T,_t�„ tos 2.33 L2 UTILITY LOCATION S 12 & EASEMENT WIDTHS C11 SCALE: N/A t7 So O r - U JUS . SHIMP > �L,i . o. 45183 61 IL SIGNAL _N¢;;rTi_:d _._"XE> T-1.'.N`vF.,'TTE-1 iliL. •ETE• TALS, ET_: SHALL '10T E,E LDC TE❑ './ITHI:: THE ?,1I- OF ','=r. AI?IE:z t--.. _., H' TEi,;= ',Z E.; ED r LOt::NTIO?i OF ❑THEA, s.;TILITIE"c: ' - : " , ELE T =II:. TELE1 HDPE ^.:,ELE ETi:•; EA,'.1E''IEH+ ''wIDTH•,1 SATE ❑t `>E 4E' O1�L1 1 'III^ 1" a7E : :SE' Ehi :?O L.I,:,.P a' h .EEAL1T .. i'F+;].,,._..,:::>H !if �E-r5:'1'.AlIU=1.❑F- r,rTE=: u,L+"'L=`.TES., ,ITLITIE F'IATEF❑" "EIJEFE:E117',T S:HOI+LII EE,T .- T❑ THE -,Ir: CIF '.�'. I ' :; i _ 'IIE=',`D _T_ETlfTHlaI TS FI,-, ',. -- TI: -t UTILITY LOCATION S 12 & EASEMENT WIDTHS C11 SCALE: N/A t7 So O r - U JUS . SHIMP > �L,i . o. 45183 61 IL SIGNAL