The URL can be used to link to this page

Home My WebLink AboutSDP201600076 Plan - Approved Final Site Plan and Comps. 2017-07-19• a • a • Awl MEN JJLL V a • co I A .. IVA,ff,A i D 0� OLTA LIN N [11 , 14 1,1111111111 � 11111111111111111111111 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior, to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approved by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 185% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dynes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2076) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. The contractor is required to obtain any/all permits required for construction of these plans. 2. Any time work is performed off-site or within an existing easement, the contractor is to notify the holder of said easement as to the nature of proposed work and to follow any guidelines or standards which are associated with or referenced in the recorded easement. 3. The contractor is to check that all easements, letters of permission, etc, are recorded/obtained prior to the start of any construction. 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts exists, contact engineer for clarification and/or direction. Interpretation determined by contractor shall be done at his/her own risk. 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed work has been completed including utility poles. 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle county code. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files that are obtained from the designers, but shall verify location of project features in accordance with the paper copies of the plans and specifications that are supplied as part of the contract documents. 8. Contractor shall comply with all wetland permit requirements, if a permit exists. 9. Contractor shall be responsible for all relocations, (unless otherwise noted on plans) including, but not limited to, all utilities, storm drainage, signs, traffic signals & poles, etc. as required. All work shall be in accordance with governing authorities requirements and project si#ework s e included in base bid. specifications and shall be approved b such. All cost shatl b e p PP Y 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts acts to off site areas and shall be responsible to repair resulting damages, if any, at no cost to owner. 11. ThisP r J o°ect disturbs more than one acre of land and falls within the Virginia Stormwater Management Program VSMP General Construction Permit (GCP) program as administered by Mona ), { g 9 the Virginia Department of Conservation and Recreation (DCR) under the jurisdiction of the 9 P EPA. Prior to the start of construction,struction ,the contractor shall file a GCP notice of intenttent with prevention Ian in accordance with the VSMP regulations. water e a storm 9 the DCR and prepay P P 12. Contractor shall coordinate with all utility companies for installation requirements and specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shall be in accordance with OSHA standards and local requirements. debris in accordance with a 14. Contractor shat! dispose of demolition PPlicable federal, state and local regulations, tions ordinances and statutes. 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state and individual utility company standards specifications, and details. The contractor shall coordinate utility service disconnects with the utility representatives. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS.- 1. LANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 1 facilities. 2. Pipe and riser joints are to be watertight within stormwater management For temporary sediment traps or basins which are to be converted to permanent 3 p y P stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10.SL-1 safety slab locations are based on the assumed use of precast structures. if cast -in-place structures are utilized, and the interior chamber dimensions are less than 4 feet, the safety slabs shall not be required. GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. RIVANNA WATER & SEWER AUTHORITY (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards -- Version 1.0, adopted in December 2015. except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie -ms to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of s responsible or the ' complete or accurate. The Contractor hall be res on I f design and is not necessarily Y, PP x' utilities, both surface and subsurface. verification of the location, size and depth of all existing u > The Contractor shall immediate( notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and 9 structures from damage at all times whether shown on the plans or not. Dame to an 9 � p, 9 Y the Contractor #o the original condition at no additional existing utilities shop be repaired byg cost to the Owner. 8. Erosion and sediment control facilities shall not beP ermitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast surveymay be required. For blasting within 100 feet of any operative RWSA sewer lines, Y q 9 P bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer statin that the proposed blasting will not 9 9 P P 9 p damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to makin any permanent connection to the public water system. g I new water mains will be required to prevent an 'I in and flush n Approved methods of filling 9 q P Y PP contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure. drainage structures. etc. 14. Trees are not permitted in the RWSA easement. UTILITY ARV - AIR RELEASE VALVE BOA -BLOW OFF ASSEMBLY CO -CLEANOUT CTV - CABLE TELEVISION DI - DROP INLET DIP - DUCTILE IRON PIPE ELEC - ELECTRIC FH - FIRE HYDRANT FM - FORCE MAIN F&C -FRAME AND CaVER F&G - FRAME AND GRATE GT- GREASE TRAP GV - GATE VALVE HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT GENERAL ABAN - ABANDON(ED) ADJ - ADJOINER AHD -AHEAD APPRX - APPROXIMATE BC -BACK OF CURB BF -BASEMENT FLOOR ELEVATION BIT - BITUMINOUS BK -BACK BM -BENCHMARK BS - BOTTOM OF SLOPE CB -CATCH BASIN CG2 -HEADER CURB CG6 -CURB AND GUTTER CG12 - ACCESSIBLE CURB RAMP CMP -CORRUGATED METAL PIPE CONC -CONCRETE CY -CUBIC YARDS DIA - DIAMETER EL - ELEVATION El EV - ELEVATION ES - END SECTION Ew -END WALL EX -EXISTING EXIST - EXISTING FDN -FOUNDATION FF - FINISHED FLOOR ELEVATION IF - IRON FOUND IS - IRON SET LOD - LIMIT OF DISTURBANCE LF -LINEAR FEET LT - LEFT ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be responsible for notifying the proper Service Authority officials at the start of the work. 2. The location of existingutilities across the line of the proposed work P P 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. Ail materials and construction comply with the current edition a f the General Water & 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 (dial 811 or 1-800-552-7001). 6. All water and sewer pipes shall have a minimum of three and a half (3.5) 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. T All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on dead - and lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. MH - MANHOLE PVC -POLYVINYL CHLORIDE RIM - RIM ELEVATION SAN - SANITARY SCC - STORMWATER CONVEYANCE CHANNEL SD -STORM STR - DRAINAGE STRUCTURE TSV - TAPPING SLEEVE & VALVE UP -UTILITY POLE WL - WATER LINE WM - WATER METER WV - WATER VALVE 6"V - 6" VALVE MAX - MAXIMUM MIN - MINIMUM MON - MONUMENT CONCRETE NIC - NOT IN CONTRACT NTS -NOT TO SCALE OC - ON CENTER OH -OVERHEAD PE - POLYETHYLENE PERF -PERFORATED PROP -PROPOSED PRVD - PROVIDED PWW - PAVED WATER WAY R - RADIUS RCP - REINFORCED CONCRETE PIPE REM -REMOVE READ - REQUIRED RET - RETAIN RT -RIGHT R/W - RIGHT OF WAY R&D - REMOVE AND DISPOSE R&R - REMOVE & RESET SD - SIGHT DISTANCE SQ -SQUARE STA - STATION SW - SIDEWALK SWEL -SOLID WHITE EDGE LINE SWLL - SOLID WHITE LANE LINE TBA - TO BE ABANDONED TBR - TO BE REMOVED TC -TOP OF CURB TS - TOP OF SLOPE TYP - TYPICAL UG -UNDERGROUND VESCH - VA. E&S CONTROL HANDBOOK YDS - YARDS OWNER ELEMENTAL ECOTECH, LLC 809 BOLLING AVE, UNIT C CHARLOTTESVILLE, VA 22902 DEVELOPER: DONALSON CONSTRUCTION COMPANY 24 CANTERBURY RD CHARLOTTESVILLE, VA 22903 LEGAL !REFERENCE &SOURCE OF TITLE: DEED BOOK 4893 PAGE 401 SITE AREA: 14.06 AC MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY SURVEY: BOUNDARY LINE ADJUSTMENT, DB 4893 PG 401 SOURCE OF TOPOGRAPHY: FIELD SURVEY BY DRAPER ADEN AND ASSOCIATES DATED 01/20/2015, FIELD SURVEY BY STANLEY LAND SURVEYS DATED 09/22/2016. TOPOGRAPHY HAS BEEN VISUALLY VERIFIED BY ENGINEER DATUM: NAVD 1988 EXISTIN(3 100 -YR FLOODPLAIN - 100YR BFE = 324.0' PER FEMA MAP NO 51003CO289D DATED FEB 4, 2005, LAST REVISED BY FEMA CASE NUMBER 16-03-1207P-510006 & 1207-510033 BOTH APPROVED 02 j06%17 WATERSHED: MOORES CREEK BENCHMIARKK(S): 406.32' CORNER STEEL MARKER NE CORNER OF FRANKLIN ST, AND BROADWAY ST. 332.42' RR SPIKE IN POWER POLE ON SE CORNER OF FRANKLIN ST. AND MOORE'S CREEK LN. WATER SOURCE: EX. 8" ACSA WATERLINE ALONG BROADWAY ST. EX. 8" RWSA WATERLINE ALONG MOORE'S CREEK LN. SEWER SERVICE: EX. RWSA MH MCI -MH -03 AS SEEN ON SP3 STEPBA{CK: FLOORS ABOVE 40' OR THE THIRD STORY, WHICHEVER IS LESS, SHALL BE STEPPED BACK A MINIMUM 15' MAXIMUM BUILDING HEIGHT: 40' P Ii�MARW ZONING: LI (LIGHT INDUSTRY), FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) BUILDING SETBACKS PER ZOINING ORDNANCE 4.20: FRONT: 10' FROM EDGE OF RIGHT-OF-WAY, NO MAX SIDE AND REAR: STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDIN(G CODE. CURRENIT USE: VACANT PREDEVE:LOPED: FOREST/rOPENSPACE POSTDEWELOPED: STORAGE/WAREHOUSING (BY -RIGHT USE) 603,742 SF 14.06 AC FOREST/OPENSPACE 363,726 SF 8.35 AC MANAGED TURF 104,108 $F 2.39 AC IMPERVIO)US 1441619 SF 3.32 AC TOTAL 603,742 SF 14.06 AC TOTAL BUILDING AREA = 113,650 GSF FOR WAIREHOUSE USE (ITE USE CODE 1.50), AVERAGE TRIPS PER DAY = 4.96 VPD PER 1,000 GSF THERE /ARE THREE SEPARATE ACCESS POINTS TO SERVE THIS PROPERTY 1. BEiLLE MONTE AVENUE (HIGH ROAD) = 236 VPD < 500 VPD CG -11 JUSTIFICATION -2% TO 6% 2. FOLD ROAD (LOW ROAD) = 23fi VPD < 500 VPD CG -11 JUSTIFICATION -2% TO 6% 3. AC(CESS EASEMENT = 64 VPD PARKING REQUIREMENTS: -- � 11 i FAANKLIN.INDUSTRIAL PARK . .'ll""Ilr...... 1111.... 1._.1.11.. -111----- ....... 1....... 11 .... . .. 11.............. PARKING CALCULAATIONS: .11'",--, i r RC�UIREti S?ARKING I qR INDUSTRIAL USE _ .......... 11111 .__. .. _ _. , _ .. _ ......... __ _ _. --_ _ . O ere ......1 largest is o e 1 ace a fliv2 hundred 5 -Pe 4) space.P ... TP. ayee ar the,larg_ shift P....s . � { } � ....P. f. .. 1..4oj _ _. f et # th 1.u tic sq,�ar� .� .��???,,.� . ,e P_ �.... for s ustpmer Flarking .._ . _ _ t , ___ .. .._.. but in all rases a Minimum of two {2I customer parking spaces, a ...- .. ....1. 1..11...._.. %PARKIN, .1111 ..... . .. ... 1111. .y 11..11 ,.... ... ... ....- _ PROVIDED TABULATIONS .._. ..1.111-1-1 ............ .111.1 , ........ I., . 1-1 11-1- - - . • ....... _ {1) IZ t.. I�}: I4} _ . ISI 11 14 ....... . ..{7} . :1111 .... . }:1111 I9} ? . 10) . . (11 12 .,. '. . IS , . 14 ,. I # OF EMPLOYEES 0 CUSTOMER M1141MUM HIGNER,OF j. Tt3TAL AL3A L(?AD1RiQ #k OF OTALAR€A T.. LARGESTSHIFr AREA P€ To OPEN . .. P PARKING CUSTOMER T M R L CS) UMIdS' '_: SPACES s SPACES SPACES > SPACES I3UM STE I P S BLD ; AREA ( F) , 5T#2ltlES %S Fj. I AES U1R€D {SPC .REQ j} .... THE UBL SF P IC { } ..........._ : . RE I D QU RE . , SPACES _ € 7} AND B I REQUIRED PROVID€D __ P , O,VID€D ` PROVIDED P j. Ail z,6aa: 2 1.. ?S.zacz ?? _ . _ 1111 2 1111 2 16 _ 1111 .. _ ... 61. 2-1111 ; 6 .. _. 1 2 5 6II0: 2 11200 B ,s-11-111-1 1 1111. 2. 2 10, 8 2 1._ . _. 3 3,200 2. 1111 ..... 1111... ..,_ &ODD ....,_.µ 6 ....... .......... 1000 _._._...,...._... 2 ,. -.,,- 1,11.1, 2 ..w..._. 2 .. ..s... R _ _._ 8 _ 0 1 I 1 4 3,200. 2: 1._. 6 400 .. _._ 4 ._ _ 1000 :1111.. 2 _ 2:......... 2 6 31 _ .. 3 x. 2.. -' .. . 1,. . S 4,7ii0.... ?.. 9,400 ... &1. 1000..,_._ 2 2 ... 2 l3 :.. 7 2 2.... 1 6 1 11 1. ,4,500.. ..1. '2 "'I I'll . 9=5300 ` 1... 1000..... _ . 2 2:. ,. 2 . _ 7 � .. 2 1. 1 I -.1-111111Z 190{# 2..... _.. _..3s00. 4 , ......1 1 .11......... 10tXi..,...,. ? ..._.... .. 2..._ 1111.. 2. .......... 6 11 1 1 _ Q 1.8 2,,.'75,..._ 2 _ ±, SS© 4 ............. IOW 111.1_. v ._.... 2:....__. 2 _ 6........... 7 2..... 1 9 2 200..... 2:.. 4400 ............_.. 1000. 2 1:1-1.111.111.... .... 24. 2 6 .. 4 ,___ 2 L.... 1 10 3,600 ' 2 7,200 4 100D 2 21. 2 ?, 6 7 2 I...., 1 11 6,741} 2 . 13,400 6 10001 ._. 2 ..... 2 1111... 2 � R, .. $ 2 I. I 121.1. 5,750:1.1.1. 2. 11500 6 1000.I'll 2 2 2 8 4 2 L..._ 3 1;3.....11.1 I.4 . 6570:..... 2:. 1200 2.....,.._...... _...1000 .. _;2 2 2 , 1 t _4 0....... (1 1111_: Q _..._.... 0 TOTAL 113 640 73 ,.. :. _. _ . REQUIRED LOADING FOR INDUSTRIAL E l {7ADtiG SPACES REEtIIIRED- 13 SPACES . I ..... ...... ....... .11 .. 11 . ,LOADING SPAC111-1111111ES P11ROVIDED 17 SPACES111 . ADA SPACES: REQUIRED. 33 SPACES (ONE P€R BUICDRNGj .. .1 11: .. ...._ I'll..." .... .._.. _ .. ,_. ADA SPACES PROM ED = 22 SPACES 1.WITH 22 VAN1..AI'llEGESSI BCE 99 1L)1 22 17 11 11 ..._ . .? __ .. ...... 1_.1.1.1. rtnjsc�tn8 im nnat cn.xnm fa t of inthmi-A i.flr~. _ L: 0) 0 L nNNQ O Q - c �- :�m6o s °-=m�mo ��715 U M n °o�� NI C\= _U a �1c. Ido. 33028 y Y �0 _(7 SSI ANAL � INDEX TITLE: 9 11 �� r 2 01 DATE: 8 -- � 11 i i a .. • 110000 I h i I o .► • T Ropes INDEX TITLE: 9 11 �� r 2 01 DATE: 8 11 i i a • INDEX TITLE: 9 11 �� r 2 01 DATE: 8 ✓ it � 's �. �� ,,✓' '� � } � to \ a EXISTING SIGHT j �,'� °\, `\ /,,/"�;.,� >a/'' '' ``'� � �" �<� � , ` // i n _. \\ `n t C a n d DISTANCE EASEMENT C2 DB 907 PG 682 \ i \' �, fir. c o `� LU c �U 20' ACSA c WATERLINE ESMT r -3 SIGN � \ \ \� �` \'f' \ ' la / L1 aD \ , ) 1 / C �L °"� °�� vs;�../ J,,✓/ '� {^ // ; \ \ ��'ie� ✓#� \G:r'�, `\ /`v' •;� �.Y,/ .�'t;\ qY)01 \� \ \ ` DITCH 2FHA`8"x TEE ti :7 ` o x6 REDUCER 8 ,< k ✓ ' » \.. `l0 PROP. 20' \ ` PUBLIC DRAINAGE ESMT 600 SF ` \ ` � ` mic , / s 'j a��12v 2 -STORY \ \ r ` \ / Lie o. 33028 (25,200 SF) ``�. i ` r r '` `' r�\ ° �;�ro BUILDING \ ,,, Z FF=405.0 TO BE ~` Cr c 4 w ./' S 750 SF r{ `, cn SPRINKLERED �'`� „ ` \ °, ; {� �` ,; 10N A L ,' o / 9 \ C� BF=390.0 `' , �� 2� STORY / l s Z ✓ ✓ v 2a ACSA +�� - � s WATER ESMT rs, f \ 12 FF -399.0 (11,500 SF) --FOREST BF=387.0 / OPEN SPACE '' ` SWM ESMT ' r a " FOREST t� �� c�-� a ____ _ - -CC�� o• , 3 �O��F,0�0 �N S n OPEN SPACE es a =, e SWM ESMT al' "c'/ \\\\``1. 45' BEND PROP. PUBLIC Z z :FNA e 4, `\,�',�ti4°�F, `,g' `-�t�i; � \� � DRAINAGE ESMT r \ 0 EX RWSA WATER CG -12 i .. pq EASEMENT s / /15 �\,�'"\ y " y��' '� 2a ACSA �' \ `� 0 . ! W m 71 ' `� \ i ` ► \ " DB 4690 PG 637 5 600 SF 5 e ..�",' n / �' SAN SEWER ESMT \ 0. ' o Ci 9 , 1. a# 2 -STORY 0/�..Q 5,R �" , �'\ �� p� -_ - �`� E2 GR -2 l t\ 11,200 SF B: / yF G FOREST N - r �'� � 90, „,�� ; -n, :r 22�0�• OPEN SPACE °w r FF -386.0 `� �,Ca se 3., SWM ESMT 0 o `� r w 3 z FOREST a .� M BF=372.0 p� ti :\ ��° v o rz o w/ ° , a 6,700 SF r \. OPEN SPACE r . \ cn \ 3 2 -STORY` '' w ;fti SIGN �' \ \ \ �� ( /�J ; 1 \ . �s �'.' Q _ SWM ESMT 11,400 SF) / `� <J' • o 0 LU o �, ' 3 \ 8., FF=372.0 2 8"x6" 1TEE i 'GC'' \° 200 SF 8 » _ '�BF=357.0 3 \ \s e `¢ .:. (1) $» TO 6 RED I OG'' t`=_; /:,a_'�i { °� l; j'r'•, � t \� �C; y! �� ;..,, \ `.l`\ •yl\`,\'\\,',`� � ��\>��\r\ �\ ,: s' .` `d�'am��\yam, \�`° . \ \ \ \�'y \ ` l`\ �; l` �o�'�\x°\ '`� i,\' \O CG oA L' p, \�O'��rF l.. �O,s*o '�o�` g .\ " �. .' c,. � { \ �,�<`\ 1\' �J �•r �\ ' r� % , M. 75 SF (6;400 sf) TORY \el FF=387.0 CG -12 (4,550 SF) '00 .. :o-11 BF=365.0GR-2 =3 BF=355.0 cn D 45'BEND 0 -YEAR FEMA FLOODPLAIN o 1,900 SF 8 2 -STORY 3,$00 SF) �.:v � G, ��.. 3'R', � v v � f,\.� H ( 1 \ o,�.. JAr y ,4, \ \. G �' ' �'=y 3,200 SF 1 `�, o '. o � �A ga'. / \,\ \ �' H A� 2 FF=376.0 1 \ " BE D` pP WN N I �, ; FOREST \ \ °.;,v,`� 2 -STORY ., 8�, , o. \ L.: n \, ` p1 1 d BF -362.0 r; \*> ,`1 ` OPEN SPACE J .pW CG -12 (6,400 sf) �2"'' - rs.^"\ . "G� .:�'�,qda I \ti y 5 7� v i L�``i• / \, SWM ESMT o -� 6¢ " 0 1` GR -2 �, o �.1R2 x3 FF=384.0 1 p I C.OA[3lN3 BF -361.0 FHA : ;a 624 i �(J r p mac' i v`\.\; t \\ `♦ �`\t\ ° 1' } y` i�� ° ° d0 f ° s'\�O �Y� / GR -2 't,►� FHA a SA , c; a ' S 20 AC o ., . WATERLINE ` ,.,° \, G B _a 1" • , '2' L_..,.:..... . ,r w 4 ,.• G r `Z' „ ,-i c, ca tL tee, , i - EXISTING BEND \.`' �`\ ``� � �� vo `�' •y`� � % �, .j,' � � � Bs , " ^'``' �> .. " � CG -12 .�"'\, ,� � ,3 4 �0 \- � R_2 ; ,FY ,- IN MAIN PER RWSA 4,700 SF ",',, : y y 11 u CG -12 .; ��or .t� 3,600 SF 2 -STORY v c 9 '` " \"\. ,\ , ''�'``•°, `�.� �� ' / `\ ' � �ti gs �\ ..� ". � :�; � FF=353.0 2 -STORY (9,400 sf) BF=333.0 `<. , ✓ ° tip \ (7,200 SF) / r CG -12 ,� �', ' . FF=380.0 j� f ' ✓' y/ g BF=352.0 \`moo 0 9 �.0� �� w' " '�� L J / // % 4:J 4,500 SF pro"° .� c:)2-STORY -o , 200 SF r 2 -STORY o _ ,\.•,; � ��' (9,000 SF �"� d'� � =7 .x (, ) LOADING $, . Q. 35 . (4,400 SF) \ :+, 12311V „.- \• FF=369.0 _ _ � ; � C 7T " �/� � � G .SR � _ � �/ EX ;.�._ \ '-•`' '`� l .., 8S� S! /;�> !�\ c0 P'AC'E FF=353.a O N '` / a,,`"" / �"",��, ?:§ist'"�`+` 03 �-:✓ BF=358.0 \ �. GN Rt i' J or -333.0 Al \µ /. 20' PRIVATE g \ D �- (op "' � /STORMWATER GR -2 MANAGEMENT ESMT s.,a �` $„$ / 5 20 PRIVATE \, `� ,\' ��/ �� Is•', DRAINAGE ESMT $% 30 SANITARY ^, SIGN 8 ,`"/ \ g �s ra.z �/�'/ SEWER EASEMENT E� SITE PLAID MOTES �;� \. DB 342 PG 197 N '� � `` \ FOREST , ca &;.; 0 FOREST ,..�: '' ° \� //,\'�P�`�Se / / / y / E� C% a \`` SPADE 20ACSA FHA ; �� s OPEN SPACE ° ;. / 4; 5 s----� U 1. KNOX BOXES REQUIRED ON EACH BUILDING, CONTACT .\ � � \ OPEN NO RIGHT TURN WATERLINE ESMT ' , �, SWM ESMT � � - a A2 ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR \'. u;. \�� \� \ SWM ESMT ONTO FRANKLIN�� O THE DESIGN WITH RETAINING WALLS, �' 0 TRUCKS LOCATION. DUET \ STREET FOR , p� Q TWO BOXES MAYBE REQUIRED FOR BUILDINGS 3,4 AND 5. ` ,'. \ ��. C�' f` �`'' ;,\ /' " FOREST/OPEN SPACE \ Q� \�� SP� \ / / EASEMENT f 2. SINCE THE SITE LIES IN THE MONTICELLO VIEWSHED, THE \ �`i \ EX RWSA WATER �o o 8"x6" TEE 8.. / ' BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL sn ,, \, \,. EASEMENT �`� 5� » m e, / R-2 (1) 8x6 REDUCER �--� BE EARTH -TONED AND MUTED, DB 4690 PG 637 `�``�`� r / Q� 2 $" GV ® PROP. 2a+ THE `` / () C>x �' PUBLIC 3. ALL POST INDICATOR VALVES WILL BE PRIVATE. \,., / \ \ q i ® \ y (� _ \\ \_;;\ i o R NN o ,' ooh, DRAINAGE ESMT rr' -s ACSA OWNERSHIP WILL END AT THE GATE VALVE `.,\ \ \ STOP SIGN `� ° X N� / SERVING THE FIRE LINE, `` \' / `� �, NO pN�O 4. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM \ \` \. „NO LEFT / /o /_' R\ / < \J WILL BE ALLOWED UNTIL NEW WATER MAINS ARE \`, \ TURN" SIGN ROPE \ NcE \ \gyp\\� �pS E---� ti CHLORINATED FLUSHED AND HAVE SAN PRESSURE TESTED, V-\ \ 0 SIGN WATER SAMPLES APPROVED, SEE RWSA GENERAL \ \ ` \ "° 0 \ 15" HDPE --� ,� X25 '' ; �/V V w WATER AND SANITARY NOTES ON SHEET SP2. \ o DITCH 1 C.,z e=a` , °":, MONUMENT` 5. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE \\\ \ ;\ MONUMENT 1 ° Q. cy'\ \SIGNWATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT, "' `\ \ �y", 51G___N_•__ a n' pF ALL CORING METHODS, THE CORING CONTRACTOR AND \ `` '` NOT A THRU 15 NDP /I y. ` `"`, DOM. PROJECT NO:16.007r \\ STREET SIGN s - Ia.flO°" ALL MATERIALS FOR CONSTRUCTION SHALL BE \. ✓ �, 1 \ ' 4\ ` /�'�e 5 t ` '�` s °\ APPROVED BY RWSA IN WRITING PRIOR TO INDEX TITLE: ,. ,. E TIT E• CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE _ ' ��-° �. \\ � `�''r; \`\ � `�1 '� �,,/" �,'SIGHT NCE ,...\ �,-'�• / PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS " ` Q� ASEMEI -� �`� ry;;;�� ;:a� £ t,� Q` dl ° � ` �"? ��`=�r `�'�� °` �`.� `� \ 8» GV `. -- ,,-,, p, � T PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION `- J \ / OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR EXISTING ` . \ h \ \ tib STREET / \ � � �:� 45' BEND �„ �.., �'' INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION STREET SIGN \' _ SIGN '? - ' `- a �` - o _. a f .. �" f ysY $ SWM FACILITY °'' o , f / ° OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. �;, �R N -y 0 30 60 90 12 SHEET NO: 4 of 18 EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL EXISTING �."1 STOP SIGN :. \ t N�ERL\NL oQ e f EASEMENT GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA E " '\ \� , , TWO BOLLARDS=3O ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN _ �' TO BE PROVIDED FOR DATE: �d��/�� E �- w �jp0 �NC��o / ADVANCE TO SCHEDULE A CORE OF A MANHOLE. y EXISTING HYDRANT �\l ;, G- --- --- ------ ;��- , �, ��. 41 TREE CANOPY CALCULATIONS 4 0 d INDUSTRIAL SITE AREA = 14.0 Ac 90 120 LOW MAINTENANCE GROUND COVER ONS 1 14 -0 AC T RE 61 UI = \ \ 0 30 60 Eq) h 10% TREE CANOPY REQUIRE 61,245 SF UNLALSAWLAR EXISTING CANOPY TO RE 418,176 SIP X 1.25 522,720 SIP _j C4, PROPOSED CANOPY= 7,4 SF I"=30' 0 1 S 53 , 92 F TOTAL TREE CANOPY 530,192 SF > 61,245 SF OK LOW MAINTENANCE GROUND COVER SHALL CONSIST OF C2 TREE/REQUIREMENTS PARKING LOT z LIRIOP SP A ICATA (MONKEY GRASS) J, 1 TREE PER 10 ACE 10 Y PR DED /REED QU 96 SPACES PR DED ZZ: 4, P 47 TREES REQU ED 10 I; . ......... DED TREES PR T DED 13 OK WI ST LANDS ING WITHIN PARKING AREA INDUSTRIAL: 14 PRO SED PARKING AREA: 47,718 SF PRO A-) 5% LANTING REQUIREMENT: 2,386 SF Z" TING AREA PROVIDED: 3,249 SF > 2,386 SF OK // `> A) < STREET TREES: TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER > IS PROPOSING TO PROVIDE TREES SAVED AS SHOWN ON THIS T=i PLAN, IN ADDITION TO PLANTING NEW STREET TREES WHERE Y, POSSIBLE. SEE PLAN FOR DESCRIPTION OF TREE SAVE AREAS. . ..... ...... ......... LIMITS OF CLEARING AND TREE PROTECTION FENCING ... ...... V1, ... ....... . ...... . ................. 1,111--"', . . . ....... 12,600 SF K_ 2 -STORY .33028 i6 (25,200 SF) FF405A =.0 BF 390.0 5,750 SF '�D 2 -STORY, �b Ot 7"KIV Ap 6v/ NAL N vs6n oo Vw LIMITS OF CLE/ GIRV13 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY °: SIGN/ Q, k� ............... TREE PROTECT \N MUST BE SCREENED FROM PUBLIC VIEW. 51 � ?V, HARDWARE ON SITE 3. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY LEFT I "N. - CONDITION BY THE PROPERTY OWNER, AND REPLACED WHEN NECESSARY. 4. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE♦ . . . . . . . . PLANS PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE 15" HDPE,, rA' LOW MAINTENANCE GROUND COVER (NOT GRASS) 5 ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. N'> 1{ey I Quantity ae E a Common Name C;) 14 Canopy Total Canopy SHADE TREES C I uj U) C 5 E 0 1 314" 370 1,850 41 4, C Liriodendron tulipifera Tulip Poplar 12' 13/441 387 E c 7 Acer saccharum LIJ 0 195 1,365 —,Sugar K_ 2 -STORY .33028 i6 (25,200 SF) FF405A =.0 BF 390.0 5,750 SF '�D 2 -STORY, �b Ot 7"KIV Ap 6v/ NAL N vs6n oo Vw LIMITS OF CLE/ GIRV13 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY °: SIGN/ Q, k� ............... TREE PROTECT \N MUST BE SCREENED FROM PUBLIC VIEW. 51 � ?V, HARDWARE ON SITE 3. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY LEFT I "N. - CONDITION BY THE PROPERTY OWNER, AND REPLACED WHEN NECESSARY. 4. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE♦ . . . . . . . . PLANS PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE 15" HDPE,, rA' LOW MAINTENANCE GROUND COVER (NOT GRASS) 5 ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. N'> 1{ey I Quantity Botanical Name Common Name Planting Height Size I Cal, Canopy Total Canopy SHADE TREES OP 5 Quercus palustris Pin Oak 1 314" 370 1,850 LT 11 Liriodendron tulipifera Tulip Poplar 12' 13/441 387 4,257 AS 7 Acer saccharum Maple 1 3/4" 195 1,365 —,Sugar .......... ..... . . ..... Canopy Grand Total 7,472 vn 'q NN STREET SIGN C ELY EAR CONTRACTOR TO SELECT C AREAS OF SCRUBBY B US AITHIN �IGHT .... .... 41 DISTANCE EASEMENT/ LIMITS OF CLEARING AND SEE DETAIL (SHEET SP15) TREE PROTECTION FENCING. �., a�°r(',- no / r / ° SHEET NO: 6 of 18 IDATE: 5/08/17 i �4 E-1 E-4 0-1 cf) c) 04 ■ sa C0 1,4 NONE cn Lu E C) 0 DOM. PROJECT NO:16.007'i Ream@ SHEET NO: 6 of 18 IDATE: 5/08/17 i �4 E-1 E-4 0-1 cf) c) 04 C0 1,4 cn Lu E C) 0 DOM. PROJECT NO:16.007'i SHEET NO: 6 of 18 IDATE: 5/08/17 i I CSXW LEED 30+x.1:000 5(f '1'41+ 3 iauluom PROTOMETRk REPORT ", cuft&ands, CATA=! MAN LED.= 1000,1001M l Ks 6r4p4l -'� --:.,., I km g'mm8v —7 0 �t , , ", / �,---,- 11 , I 14 96'- 11 , UI -':n1-.106°.1'. � - of. , I I " � 1, 1, � 111� -, -1 -,,�--- 10 0% . i , -^ -e.j -- : . I � --)O :8w, wv � I e"11 % ... . ... % A - ". I - . `' Fwo:10-. � H--- I lish \ � I ,u - - g �-- 0) &�� I �S,:z;: - 11 , I 11 I A - - -1. eAw-av , , ""'. ,.,�, \ 11 - - --l-46-0-- . 1 . PH 60-f,p , Y5UI. " ,, `�- 1� / '�,- (s) () 432a,71M I I . 796 I — I I � ---, I I 3%m \ 11 \ pm 50 w , ", , / �/,/ //. -- - \ ---- 1; ; I / , RA34,46, 1933.21m � 9S% RaLk ugl�t " / �,, --', - -,.---' SL 0-M, 6_ 400 h , " � 746,5 1. ,�,, arsmv, *.,"% . fi,z—dliqht %.0 4.1% 5^ 4'b,d: . Scali m Max LVVY-. 0 T,app,d Light0.2Ip, 0% � CUT SHEETS SP7 0 �-, , � ,4'* - -, ao, / , ---`--U�.. - q-) - - ��- E �> - S�- 0) C G) v C) - - - I I Cm Q g, I 1- I 6ao .* �- -;vp�- %:.a: �- � --, � - � lil&o 11.1 I . ,u - - g �-- 0) &�� I �S,:z;: - m ,� ,- �-, s a- = in 0) E , 5: 0 -1. - I I - - --l-46-0-- . 1 . 0 � � IT It 11AP "I " ,�� ,,� C (s) () C `0'a N t �- m ,- . — `0, - (-) E ��b,.�Q---- 141 111 -- , . -;� �, � I . , �,'Va � Ld -�'Q, 0 %.0 � 0, 1'Q101 � 4'b,d: . -"�-�V,,VV,,j-,�Z,� __14,v��--:" ---,�� I ------,�, - I 1-0---',� I -,.-"----, `aa ;"�,- �0,0 ,@- , V.- 66 � I �-��, %, Or � ,V 0, I lk-, `6,�Go . I I.V'0, I , 6"q-��---111- . �bb I 'b 0. �--,�,& '14:0 -,pl!" ,0%.0 I , I , I I -- I i,jlmr . , Y�Tz;,- . �✓ .1 , , - I I . . .1 . , � I I � ; � I � i i � - � ..�:, wt,Flil :.. . R I . r ----', � 11 �1' "t — , 11 .. - 4 - 4 " f I � �ix � � ; . I � I I , . , i� . _--- I - I , �,' " -`i-�15--,, --.-- I - - --- I I lu� *1 .1 ) 1 .r � . I �1 i i I I � I k I I h-, , 1�lc� , �- I --- 1 � /1, ;1 �N:a - %of 66 1 6, %,Q.G, �b. 6 �� *0, 6 'b�o, %,G: 6 I 0'i;-2:. `-.z,-., , 00 v �� 0au, 60 ,� —4�- I 'A. jj 11. � / ,� 11 1, � � 1, I 1: If 1. �, � . ,� 1 , � I � , " , , 5� � /I � � I I - � I I DOM. PROJECT NO:16.0072-41 ", I, : %:1 ,�, � "Z i . I , , -q � I- I �,-,�� , ."�.Z, , ]. ,f� -�- - I , --w v � b . . -Y, " I ... ly 1". .0 61 , 9 I I� -00 %�b. %�i 113 � 10A, f9:1 %o I:: ,t: 0: %. b jlj�au, li� 4� ,�, � 'j x, , 61. �0, .,� ,:O �,, �: I., - o., I / fs� � `:i .1. �,�l .1 I . . . . . . . . . . . .:: �l I.. 1".. I �. ,2 , � , 'QQ :, I, , , 11 � 1 , A, I , If. I , - I I I �, � , 'Ile.,. � If ., � , 11 . .... I , , I , : I , , ISO I I . - - , q ��, 11 I I 4 I- I'll - ,�', I 'i%,%� I � �. .. '� - �k, �!. , .�,, 2, �A P :1 �" � 4 I . , , ,,f!�4a, I 11.1 ,A -a; ,,V - .0 � ". ". a I - �6 ��k: e, w 1. " , 1� 'b - A I "14 - I 11� , -�,� , , , 'i I "I'll . .1 1. .", 11 I 1 ,'jl , , 1, AlV �l ., , . ,�.� �, �- I .,,-� I I I [ - , , - 1, I'l/. , , , "�'W7, . "I ��, I t� : I � - . - . - . I I , . ill 111., , , 11 �, I . ,. " -, . '/ �4f ,� I f � i; j, X IX ��; , V, i,Y- I . ), I ,-, 111. / . �X - �-, � 7 111�' J� / 1 - , -,,�,, �., -5 -� ;� I � I �, , � I ..... . I I . � \ I /fi '. ! I - �,',-�,-!11 , , r - , I I , ; - 11 I , : 11. i I., , , , - I'- :: � �,- � . I / Tk�� I I - - f I .. 'kzl' I -, � - if 11�,- ,,,, - 1. 0 , : , , �', I 11 , � - - I I : lkz� , I I - -- - �� li�� , ", I ; I . , � � � 1. h 1, il" ) -, - '�- --,�- ,�,� �,i-,,, �v , I , 11 '. f z' : 11 , , , , i r , I I � -,, e I - .. , I �l �7--�,4,(, . - . � , . ,� . ... () �✓ q ,,,>,,. �), i 11;1 ; ,�, , " I 11� � 11 I � ,4 6 ` , I I tiv � � :� ,2,a I`---��' l�� : I - , , I �) A .... �<,. ". '0.0, <'ao , ' , - - I � I � �` '.,. � , '. t - � . , 1� � . . 1. T, �� . — I I I / .�, ', I I I � I Y, I I yi le. " � I I - � �,q, , \� � I I ... � I " 11 f , � R . , I " I .1 - . " . , , - 5f a, -', . I J -,�. '�- , � / ��v",', ,0 1'��, � , ,,, , � : � �a "', � I - - - .." . � ,,, � -F , I , I, - 11 - ?, -� H , !'I I] ` � I - 11, I I I , ad .", /�� .�/ �- ,. ,-/� I , I . " ,. . . - ,��, 1,�, - I , �5 . � -1---, �� Y'11� I I : ,`11, , - 41:1- . .1, I.?"4 ,., ... - I , �,'� 1 0 "Y" � ,,,-11��/ , , .. Ji I , 7 z I � . . I � 6 'tt�E 1,-1 4 - 1) 61 0. .1 � - � , � ,� %q, ; - - , ., � , J:J�",� : 1 1 �m � 41 ,11 11'a ,,, I " ", x/7 \- I 1 4;" . Y i, ,�," . I . . �. , ,i, �. �1 1: .11 I -:��, .T I �, � I I 11 ,��--��-�,.: X., - :�-�--,��-�----,-�7---,Z�7 g '. x I '-�Z�, . , t' , " .---" ", ., 7 j 1 ) . I . .11 Al, � , " , �i? " ." " I l -.,.. I , $ , � � " . I I I " , 4� , 1, � �, , � `�,N, � , � -. - , I , , 11 I -- /I 1� vz . ,# -.. I "y , ['0,0': I - 1�1? , - , - - 75,'�'�` ,Z - - , �,, - ,�,� � -12 ' ji; I � , I , , i , I - , , , .� � , ��, -�-, . —...-.. .; � .1 , , — . -, �4 I 1'� � 1, I ` �v f! " f , f I I " I�L ti" - -F;�� , , ,��,;,' - I I 111T , I I I , , � -". 1 4 ,,, � .,� f � �, 1 1 �!,' ,�. . , -1� -1� -1-11 ,z C 1. " � , �-,- /" Ap i ,�e,'� jl--, J .. -1, , - �. I j f - - " -1, 6 I �', � "', I., .1 I - ", , I . - - �- ,I 9 �r" ,,'I , I -t,. , �,,. /,l� -` 'l " I "' , " f?2,01 .'.'I . .1 .. �" ,§ -f' , , I . ', , , IAV � 1 ,2A �-, 7 .... --:.:.'-- " , " - 11 -,,, " 1� I I ,.,P-,- , t I lv.0 1, S �- I I p � I � . I 1. I., F,e f �1111 . , � I I It , , , -- / ��. ; - ,1' . - -", 'ih- , -- / 4� ,.if T"', 'y , i"', ,�--o 11 � , ;- . J! 11 . � r f` , .. � - -3101 I ---.C,�,, , / I'd " 9 4' t , I . , - I - , 'i I , � - I ,t!�Z�j. " , "�. , --31 01 ! r.l "Y 1, - " � -2�f2,t I . , . . 6, . - I I , - , . , ,� q, . -E . I )�() 'a- 0) -2 8, 1 1 4 ?, ,.','b i �K ,� t: �� 0 : . -� , ,ft �, �,q , W., I �. � , I I I " " z e� -1 It , I I,31, ; /. '. ��, e , �� , 1`� " ". . " f I - . . 1. � - : 'ao � , , � .�, I I I 1- I, �, ,�, ---------- �- , I fV1 � � 1)1k, I � -,� , 11 r (10! -�-.-t ----- - - -1 : - � , , , - ,I I ---- 11 I 1 �014 ^ - A - I , I I c , , � , -.1-1 ---- I I I �. X � 1-1 g" il- K I i , - , , 01 /, , , / , Y- " - , � -i, � I � , n" , � - I U. - � S, " -11, - I '. � ;--Z�- I I P�,f ,- I ; , . I I . I . I - I . I I i: / I If, ; , , ,,---,-1-1- i , . � . ,� �11� I,.I " I , 0 � . "I', , " - : , , , ", 4 Y o 1� � � ", , - " I'k IP,A�2:1-1 i"i",&�"X * �N8i'K&s,v ., I ) . , i ,� � - ,) � I'� P�-IIIE�1' il�'1'1110 1 � 0 �, i . ,,, 'I;- , � �,1,7, 'I'l, I : ,: �, ;� 4, 4 , I G, p Q. ,. , ,� , -- -- , " y , 11-1 �, i� I '�j�'j-�,�,- I 4 I . . � va �'",, F1 � , I I � .1.11, ,j . ,, � i --. � l 0.it / I - , . v i , L . otl ,,, �1, I I !, I I I � ` '� --, r-.. � - t�-� - / i ,-,- � I t I * . !! . 4 - i--.- - ,�h ;9 � . .. . .. 4""��, -:, "t, , Ill � 1, f I ., I . I 1� � , ,11 , : . ,f �J. / A�� ., -- . - , , ti I � � , . I , 11. �, 7-- , I , - - . - z1- . . f-,- - -1 �z I , �111 tx ,,: �j , � - �, �, , 11 ;1 ,,��'-- � O�� I "j, 1 L2,1-- � - - �' - -11- -.-, - O'f , f "'. I ,�I' i i . .� , I 1�"qo ,. , i , ---, I � 1� LjL- ,Z�-�,-1 i , . , "d - I � � �� III; ''. - ��- ", 1 1 � I � ,IT! "� I -�, , " , -i f � - �' , fil 'M�, r- . ,O:Q ). 4. , J, - , I i � " �M ; ", 4 � j:s,� "; I," . -u-, 1, , ,> i � I ,, 1; � , `� 1 . , `2 "I b. 0 ��. � �<N, ," I , : �. - , 0 . - .. " I I I vi w,�":X'i �,.� �,� � ,,, tp i , , - U � ,�, ,. i "g, 0 ," 4 - 1. ."� . I h -'r � 13, , (", -�,,! i "I ' 5�6, � , I - :1 `,t: ", I " � , i - � , 1 - , � - -A � IT -- f ,, 4! , � I - ) -� `-�,,��, - I I j " � �,, �,,, �; o , '10, ". I . 'I I ",, , pm,A1;t;i1 i 2'�`, , A, , I I " )l - I � 1; � . -6 , I " � j" "I I , , -i " �111� 0. f � ;� ", "j, � � " lm'�,,P-�-. , F� ; f /A�hX� � �,,, * � � : - , il�'.., 1'*, �.?' , ., � I s jzM-� f "I j 11', 'k � ,� ,,,: .,� � �, I , I - � ; I , I I � f ': I ; . �,��p,� � � . � .. 1, "�,'i�, . I , .... Si�(-,".""Q �. 6I , , . , IZZ,11-1 ji�t ,5, ,!,'�r�,l ; I ` I , j . ,"",- , . �, 1� " . . , I il, P�,,bf ,;" I i "i'-12"', 'T f i I I -1 � . 11 .1 , 1 ,I I ? ,,� , ,, ,,, e,- - � � , . I � . , �; �. ", .,U� . , . � ,i,, Ut , ;� � f � ,, I. I 11 . �� I 1�160. ;',., , I I! � - , , , I jo,"'.- �,,-',� � Vo I I �6, t I I I l , " jf ;1 I � i. -*. : 11 Ci 1 1 . ; f% I / N � J, I It '. If , �, . ; I - , ,;,� -t I I j. ,?o � ,64 ! , , I - , -f. ; ,,� , ,if p . " - ., , , �- - . I I I . . --ft; � , -� j z ` � ). 16-0 , ! �- Y� j 1, I -A.- I" 11 1,11" f g, " , b . I , - ,,� I ��-pgj I �. . , ,'N i --id , f �, � I � I 1-1:1 V'� . 1. F, I I �j �. 7 /�' �i"1;6 .- ", �:, ." . �, � , q'i ', ,"��',',,',,,,,.,:,�ll":'I � ,. I � �, ) 5 , , '0 ,- i - �,�-- -, � r , , I I - , i� . , / . , 1 41b , � / i , � i !, ij, j;.,� '. ! � l� - . � - e , j I �1, i f , r ll . le ;"iJ.- - w! 1 , il �i', I ��- , �-�!.,�,�,i " I 'I iir: � �1� -4 �.' - '., ,, " ,�,,,, ,�.� i if I 'y . i ,�i� I ! , I , - ,1 I I I j * , , . 1 III ; -!N?'� lou I I k 1 I -1� . N J, i , 1 T -1'1,� 11 .1. ; L I � f'. - , � .1.1-1 1, 11 �V�: - I --/ �, 1�1 .e , - �� I � I 1 I ! , I I 1. � � I I , t I ,/ 1, I � - N� p- !�� ; 1 ? f tp, - � . : - 1. 1. . ;i,!,; �JN )�"- ie', � I I .B114 - --fl , I '11, r--�-i ,,�,*,: nx� . , ;! 1 � - � �,, �! ,,�, ,. .. P; I frL I - 1. 11 . 11 . I:G: I . J- - ", . I 1- I I i - � ,;�� . 4I I I . " � 0 11'1� �- ,� I'l. 0,13 q : i 11 . I I , , �v�:, - I ,,, .1 , , , �,�. � � 11 � � I . , I'll, " �, - l , e, , . � � " j- - :, 0 1 , I I 1 , i� �.� 1� , I :,q" 5 , r" * , �, , . � � I., 11 �, �'ij, I.! �, I � , I .0, -9 i � # f� i ,; �Y, 1, �, I � 4 i j , ,- I W - , b,# � 0,� � . . . . . . . . . . i� . � � . . I; Iq ,� , I- I I ,4 :1 , "j, . I . , I -------'- . I ��,�A; I . � I " .r" . � ... 1. ,,, . . 114, I li I i 1 , 1: � II � I I , . , � , I !:� �� ; : ,-- -,� � I f - ...... . . � ,c4f I'� ,I.". 1:1 - � i ! I f. ,If h 11 � t I '�/Q 1�i, 11 � ,� In, , 4 - . . : � .---- �., ; � 1�� I I . I �, 1, �� 1, . -1 ,—'x- U , 1z , . : , I /: I I W?. I , - i 11 'I I " I ,, P i, Ili .N ' � I . i I ! l��-�..- 06 --"� . , , I . . ,�:?-1 , ,�\"�,'�,�.e, ,u 01 � I;,I 1. , — "I I I -11-1 �, I 1'� � k �i �, I � - , I� , � I I I'll. 1,1 , I --` I ,i�v. "m�� " f �:�1,iiiIII4, ��-:b,.:I ll�, \\ I , , 1 I ' j , ,'� - 1.1':�.;,,�, 7I �u.� ,—�:0.l'- `-, t�,�,fl,�," .1 .- %'� il I'! ��11: fl,II ;Iil, I I1 3�- --..,.in "' , �" -2dI - .I4 �f ,�� ..... � � ' I � ':b ),1 ' .��', - -1. I. �� I -:"" 12 ' . I .- ,2,1`,h-d;-�� ,,, A I . . I'll 11 I 1.11 -A ,�,'��, * - � �� , 1 1 , ,,q� . - , I ,-, I - - I I I g I I �! 1 , - i �� -i I �� - I., , 'f, ? M,of [,!90:11 . % I - FII�--�,� � \ , . ,zz �- I I "�. I.. ,�- , - . I 1; 0" '�- , A, I \v,N I -1 �,� ,,--j,--, 1, �i . � - , / f . 'i, I I -11 1, * B ", � . -� '! ,t ,,,, 1��. I �-- -I..,--. , , - I I - , , , , 11,�: 1 111 1. , , � - I ��IA T�11-,� - 1. 0. P: I 11 , , I - . -, IN- - I -) I I '11 I � I i I i', 11 I I 0 ,,, �)` I .. , I ' aka . , I I I a, 9,� 1 1. 0� "' )� I I`* m 141 � I � I i ,s� 1,1 � ?17 �, , 'Q k'\ "'a. � , 1. 5, I , , V " " �, I ,� � �,�, � r u". : , : %, a -D. - � . o.: I -, ,� 1 1 I . I --,:� �� , I w 1 4 '?, I , ,,, � If 1. � I I - � " , - , , *� 11 .mss i , .1 � I -R. ' , / -6. ,\ \ "k, z ,,,, 1, i ��', Ij , � '10. 0, % I -b, 2. %,5 8 ; I, �,,, . . I I ,,, : W. 6 M, ,i , 11 1-11,1- 1 , I I I t,11 � � I -- �' T� - . 1, , , � ,� �, 4, \ ot I , V, I �1 I i � - , ; N , , i " ,- k � 1! , , t!' 11 ,\ I ; � � �`�l; , 4 1: i� I 1� \� " \ I , , N � i - � �, 11 ,11 I\ I", 11 , L, \ . . I � " 1: I ,I 1, " � : . �.. ; I, i, " I ,� " ", 1: �,. jrf- �11 \ P ,�fj i , 1. , 1114 0 f , � I % j , 1i I � - 1. ; I , i 0EX R 1A X I 1 � - ;, 1, - 1� I - �, 11 : . . . , i \%'� 1 , , " i Y �! : - ,. , �; . , . . . 11 �,,,- �� - i- - - ,%,11), ,I 51 I � il . � -�2 % ,>� ��, � ,\,\\ I - f, I -1 - .. I I .." - 7: , I IT, ,.. S) t I 1107 ,;�,,� i , q - I . : ",i�", .�, Q . .� I I I � . - � � �3 . a . � a , 1-6, ,t:211 � �44-- �\',",';1A ,� � A ; -[ � 4tl- ; - Ir -;-, ,1811 � A 1: f, , ., � .. ,�O" i -b , "A. , , A I ,i, � z% f �,:, � � ' tq � :,;s "o, 0, �4Q 00 . , - I - , . . 1.12 , , I � 2% % 1.�% 0 '0, Q I � � � , - , � � I , , %; I 1- . . , jo, i , I , ,� Q: �.�l rlli � �, � �, , ,Z� :; . � . I 1. U 1, 1 �1'1 I i" 1 I . I 7� --i�, I%, l� - :; � ,�X M"111 �, i !,;, I . � , ��', i �� .1 I . , � r, , i , ,I I, I "I" T) 11 ,� t , .O " [ � .� 1 A.�, I � ", � ,; - �,�, 11.:�; ,� . �, �k I i �� iR 5 li-I I It �, I .1, ; I � 1�1� ,� I /1 i z � --1 �zl I )� . . `61, ,Ill 1!�T ;-�,:---�16' ffj;- 11-,�� I .K I I ; - 11.111��. ��, r,� i, "'. oll� 11 1� , '0: u S. . I � 0 el ,1 I \,<, I I . I 1 � . , —foe -- . M� ; -0.6 6,0 00"o , 1 `2 I � ,� -4 -0 * �,� Tl� ,,, (I IT, Z4, - -A)z� -� —2`6-4 'b I " %. a , , I -Lj �,- - & ().O Q��! " �` , M , , ; � i- �, - , I . I �.. � . ii ��", , i 14 �l �-,-%� ... 1. I - - , ,,, �, 1� , I I - - i�e -/ 1 �:, - . ,� - i !� - - . I I I ... 'A � I I x 11 n4 - . , a 0: I li --- j ""; � , � ! I � , V In I . �, i � '-1-11 11 � 11�� I I I : j ,�', \ " I- " -� t � �, � ,,�,,, ,,�:",-,�,, L1. - 11 " /I 11 � . � - - .......... �,� . -1 - -1 I .1 11 1� " , I ,� � i �. ��, z '� � .,�:� , , I,f j,", 9�, � , ,� � " . � , 1-1, - " � ;,-`�kl . I., ,, , i"", I ,,% '. ' "5",11;;` - � . I . -- , , '. , , f, '11� N, , . i '. - I , �,�:.: -1. , " 11 - - & -1-: , "'i , � - , "'� . 00%� ,i - ., / , �>- - �-I,, " " - , , 0 -- - -1 1 �16 0 V " , �1 � fov-W/ ". �illlq 1��ir - 1-1. - -: I % �7p*r�-. 1 00..0 10.0 `0, 0): ao , 1 : , '�� V�" 6� �', 'b, fll�fV,;h,,,�,k�41 A --41 � , - -�, L�- , �,� !�.O, . I . - , , , -,�, ��, ,At,'� I � , ,. .11 � � - -,,',i:�: � 04 - .� � , iI,z �, !,., ,;? 'k I - II.-.- � , I ll./! ?� , , :1, - I , � -.., �', . �L� 11%,�� "I", 11-. I . - - I i � I, .Ni .,;:., . I �bip n- -: - - , ---'- -- , i "" , �`,� �l- � if,� ,-�', -- k I 1, =��, - - -�"- ". I f. , -- `--`-, . . � 11 , , . I/ , ,,, , 1 , , . , - � 1 "�- - - I -- - I i Ii, I - / 1 , � " \., 1 , �,�, . -11-- ; I - , � � 11 �., 1 ,- , , , I ' . i . - - - � L . . � I Z 'l I �V f I i ,h �, ,,, 'l . - 6 �-- ---,-�-,----x,--t�--�:,, f 1�- , , - , ' ' ;� , I , I I I � . � ? I 1, ]"j , I ;1 �/ / '11!�`k , ", � 11V I. .� \. � ..... . : i I" � 3 , W� � . � '1� .. .... --11.111 - , I I 1. I I � s, - �� -��, I., I - .. . , il ---, I � I '\1 � . - I tl, - . ...... - --` ;�,, - I I fr -3 , . - - '-,-It ..... -, I 1-- I-- 11 ---, i .. , - - i ,,, !?/I, "Y � 11 � 'I, ..... . �- .. 1-11- - - � �� '' I 1��, 1� I 1� �,.,- I , 1, � . � I- ,j-�, I � - I ; Ili, , , 1, s W I I � 1, a� - Ilk ,a, Vi "", ,� � , �/ "" , 1. 4 ,�','�� I I- I- � A� " "kj� "(' �,,, " I I . �x -- ,,\ ',k.,,:, , .. �i�b - ---- -.,'7 - -', - -MU zj � . . � 7 . - "t 2 11,1 �.% 0 � I � , ��I,q ' "� I .� I j - I . .. , �:� 101 4 / ,q. -I 1. , ,a , I 1, .-1; - .i --r� - 1--,- . . . /I I-, - . X� I - \ 111.1 � 11 , 1%�'. t"'I" /* , le� ��,, '�,%�-,u C, . , " 11, , I , -�,. �, Q , " I.;Q,u ,�, I LI W ; : � , - - -,�* � I I 0 U,Q -��O, --,-A�,�-.Q:,,��, �� ^ yy I I 11,;�I:qll,l .� , ,�� - -�� - - . � - --�9�, -, " I i I I - ,I ,� ,� � -1 I , - - 11 � / 0 1 .. ... � -"--, , 01�, . F-w� ,,�,, !, � pt�7 \L-,;.",.I..�.-, �;,, - V- . I hl�: "l -��--.-L- - � . %- 'l `�� ,,, I Ir �, , - ,lel! I �,' , ". " , IL , w -1-1-11t"', --�-�, �\ 1�� " , :� I �'Ilf. , /. , " B� " ", ,�- - :, 911, , ,--l- - i ,�f .11. ,�� I '��- , "'l , . - j, , , i, f, n�,� ; L ill, f!"! - - , ,Qkl , 11 1". �, 4 , 11 I I � , , -`�-,-"Z--,�, ,- 11, I . A - I", I '�" ", , " �' I.Wl' 4 � , , - , ',- - , � " - - 3132 � M I � I ,. , '1� " - 1� "I - , , '. , i , I . , , I .. - " I . .I� liT - I , Ix ; % I t � -, .�n,-,-�4",�, . - �� 11 I - ,�---, - " I ,-�', � 1 ,-, ,, .. i,p� ,V�Lf \1 ,��j "I i -�, '- 0, . � .1 �: ,\ , , �-- 1 -�)� I I ,\ I Alm ar, ` " t,�� v v t� � I , , % 1��j I", 'Ut - ,. c%', -1 fj, -; -�.,,�� M,�-� I . i ',�-- I '3 ii �� .1 11 ,1 ".jl:,7�' Qt5i - "I �. I I � . ..-, I . Ill: ,. , , ". � . I 1. I I? �. " ljl-" I , I � " � , � , i�u t 11 , - � � 0 / 1�4 , ?,-" � . , �. ,-1 , I . %, I \, ir ,��,,-, I , v 6, , - - z . . , -w ,jp � , , - 0, it t �, � % ,� , , , I . i `b�q � ' M . ..... . I '1 um , -�', - , , ,`--�,�� -1 1� I ; " � ,� , I 1-11, . - 11� 4 I 4� \- I - " , �t �,� . �-� --y ,�:- � . I ; I I � , - , , ,�, V 'I . I ,�'.,. �. w I I .- -, I " ,��, -.�,�,. f , I , ." "I" /11 : �i r. " \1 I � "- "I , -' . ': � '� I : ,,� , h -f ;- 1':,�,,': 1 I - I \ f� . -, ; , ,--��- �-,- � � ", -�,,:� -:i �' -m,lq �/, `k� , � ;. � " I'm � N! , 1�`, � 12� A 11 � � � , -Zz�- - ,"J,�, "". � I" ,17-� : ou ,,,,� � ,-,-, e � 1�t � 1-1 , ��,- - 4 -'. , - "� " 1, \ ! ,I n If k �, 11 " I "?� "--,, -- 1"", ." �. T� , I .: I 1, , " ,. vo, -- , - , � , " � -1� ;1 1q, - , . �- .,. " / lr , " / `--� - I? - , 'u t. --`�,` � , i �, I ,�, 11 ,� " li 1�,\ \ i I, �01 I � Z ,z - , . . I - 1 ... -,� , " � - - , -�,�L 447-� ,�;, � :, I , / .,- / :"',!I-i�, " , �'Q " -l/ , - , �, - "",", -�,�.` X� , - , ,; . -, 1 -4� - 1; . -- 1 1, - .�, I , 1. 1.�. 6, .11. " �, -i .1 ?ab ", \", � , , i-, --a, -\-�.V ,�', "p r� , � I , \ &� �, - �,� z �i;, ,s <�, 11 , 6 % � , ,,� - f-'Q�p . q � 0, w �, �� '- �, . d --w , 0 0 -- I, �- � ,T� , � �', -�-,q". "'i �'- , d .,� w , i - , :-� 11 �� I I 1- " I - , 111 I . - I . � 1&-',-1 ,- - . ,�� ',I I I I � , I -, 1-1, I I T. �� ,-, "i , , � , 11- . . , �� , , $ -�, f I . . , , � -- �, I i -\�,- .,> , , V - � I ,�; � ��, I �- 1. 1 �4,4 lf� , ,�, �\�, \ \,u, , , -, , , - , �� -,�',? � : " ��, I "I I � � i . , � , - . - ; , , , I ,I- , -1 I - 1: ,,, - . / - I , I t I . - � / - h1i, - , I , ',-, -�. , , , , I , - .� 11 - - , "0 lb\() 1," � � -1, i \111, \\ . !�, "� - , . � , I X , � � fi" - " -1 , -,j,,,�O , ,� , .1 .,!, /11 � 11 1--� / `�- ", � I W�l � I -1 ,�, ��' �i�,��, � - , � I � I , ,. -,� . ; , I .-,. 11:� I �'. I `<Y.. " 1, ?. a . ,- 11 - , I � ' ' , � Z, I , I , . 1� I k:, --w, , - -�,, x - -, - . I � . - 1. , `,-,,- -,- ,� � 1, ,�,�-,,�,-k,."�� ''N . , �� `--b: a - , I , '& 4 - I�� A 'b�u i'0, i" "i � 6,�a-14��-, ,34-1�-A`A 3,-i" . I , K % ,\:q�,�A��, : 0'ig�>. C', . %,o 11 1� 4 T "'A "t.3 \- . . �11i." --� \ ), -,, ./3.:,s: -Q- � . 6 `� x�- . , - ,v, -- ,4 \ ,m), I � 4- � - - � . � � � - ", , ..�, � � I I'll � :1 , " - " , -i-�L"��'�p--�-, ,, - - �- X13. . " 11 , I ,,,�,:,I �, I.. , 11:,-�� - � -��;` ". I - 5 � I / , � ---�,, . , p , , . - � I I "Ilz� I '-�'-,�, 'I, `��4�11- Z,1-4� - . ,,, � .,, .1 I I I -: I I �...W, .�. , , I k, x-; �' "k�. - , '-�,�-��, � ,-". " ; x, - , I �,',,jt�, � - " Z., �'W� �'7'Z44 � , I � ,-,��..,,�, �-, � �, . � , , 0 , - K" � � , ,� I \ ,� - - � . 1. -�. " I- . , , �>�', . I ., , - I , �>4'1 - � I , - I . - ": . , , - �,�,- "K - , ��. , . , I I � � i , ,Z, -"n,�, 1. "�, �� - , �� ,,, ,,, - , ,1 � , � �,,�' i� " �-� " ,� - , , - . - -�� lz� � , . �< 1, , a " ,,, " ',\,. � -��,�, � -- , I I , - I 1,-�, NO LIGHT ABOVE 90 ,/ . ,� " 1,� , " ,-� �,,., � , ,� - , % 4 , - '11, , . -, -,\ -,-"',:�.-,',�-!�,,� "'., .� ?�,-�' � , , � " I I \ � 11 1, -�,- - , , � -", -� I I � , ,." , , -�, - . Z, 1 Z�4 � -- , , " / � - I -1- `�,f- � ��. " .1, ., � .� - , K� I I -, -'� - - .t��- - '. .1.1�, , , �! " �,,:- ��-,,,,��I/ '. , � z � . �; " ��., �p, . 1, - � ,,, - 1-1,; ,`1�1, 1". -', � & ,,�� , , ��, . 7 I .1 I , ,,�,, ,�61 . , 31�.1'1,6 1-�,111 , , "IR, .,.' , " .1 -111� , M. -T, i .I 0 �J� - �,—. 1--,.", ,�,��"",��/ l� ��, �Ie' , I , � ..•I - A�, , ,, '�,i� .� I . l! 1�� . ,,� � "", ,- -, , , � I 1 ��3 \,\� / " .. `2:3 2"Q I -'-y-,^, - I - . -011, 'W `�, ,�, , I ,,�!,.",J, `,,`k,��ij.fo-, 1.1 > I � � ,,, I 1 9 1 1 '��l:, -00 . t,,- , - 4, , - - ; ,'`-\. .; , . . . )6: �\b � Q �cO.D. `� I - , I :1 . , , - ,- i, -1 K 1, �� z N-, � ,41 z .. X, r�- 4 � I I ,� . ,�, , .,\ P, ,- � \/, I 1� �� .- 1'�.�, � I� � :.,-,,i,, - -111,1� 11, I -1, � , I I - - . � �, "'N'' A""'N -, .. - . , ,5 � �, , , , 1! � , ", I �, "� 'f, 1, - , , , ` I \ -- , � \ , I 1��, � 1�'11, -I'-- � . -1, ,,;., , ., �, I , ,� I I ` - , , /I / / / 1-1 I � /:- I , , "', - "11.14, - ��` x I ,el 1 4 , �, I � . , -, - ,� � / , " �,,-%, -�,-, ?��, ., � � , �p '� ��. - , , , "O li,� ,I-: - J - , 1� -�` . �'� '�C-' - / � , ��- , I . I 1�1 I .\ , . �, - - 7�. - I Ix . I, , ��, . � ��.. I ", 0� p I - �, , k ,'"'Y � ,,-.-, ---�/ I ., .�,4,�n .-1-1 .0 � �7, 11 ') , . �,:- ,- - - , - " -, " K'V > ,;� . I I.- - �� 1, .1 ,f ii�.,; , i---,� 1--�4, , --,-/ , ' , I.:�� , . , .4 , �-, / , - , ,�!, � I � 1- I - �11 , �, :1 ---- , -, ", �b � / 4, ! " / A i - �o: 'I, , - r� , .. i 4� ' , ,� - 1,1, 11� \ ,,,�:; � 'I, ,\, � " ; , I ,�. -- / � I ,-, , , -V I , I , - � , , 1� 11 /, 0,31 ,d'IQ ,� , - ., Z;1�11, 1, ta I �R 11 0 � . ;� , - , , ,; , I I , I I � - 'IQ � � I `> " v l , , . �� / � / ,j , , � f%., 1�, " - - k 1- A , , u , .1 ,,�i ,/ 'V11.1 ibl, .1 -11 I , , I -1, I �, %-0. % is . - . I . �. � , Y, isr 0. " / , - I I -- - -�- '�wi;2 �'�- �5 ;, - �3 1 k'4:4PKX�,'� `� 3 'll"'. . , t,S�,7b kt / � � � ,'�,� ;I 00.0 1 �6 1 ,�,- , - .1,8 k` , � , s I , �- - - ,1P i , - , 5. i 11), I\ 4�3 l- 1.. '1� i � � 0 , , I ( � U.1) 11, st I117. I � 1111- 1�11 ��,,, :-"�, -s " " / � / I - I -�� - ,��,��/,-, , -�Mx �, �,t�;n,;, .�, j: �,f` I / h. i " " ,� 1 1, 1. 1, �;, 11 " ,� , t,�� , /�'�,'� �- / ".0'. /�,�- I , - ,�, 11 I 'I" 1 � " '" ,�,ll - I \ ;', ,-,,. ", 11, N! 1, "�, � 1, , � I I . I I '1� X. ,� m 11 I , , I / , 1". ", �; �, i.,, ,I, \ . V, 1%<-.. I 1�, / " " I I ,,��- ,,, . Y, " , -,� . -, 0011- I I �, , I.- . ,��, �-11 /A / 1, I -, , �� -", & Nc' I. F 11, , , , , - � I Y� " , 1� it 'Z$�Y'#-2.i'�� ' `4,2 , , 1, , , Q , - " , ,,> i.9 . I 11 :> `� ,-� , I ..; V. tl:, "g, ,, 3. 1 1 � . ,� � 3 " �,� 7 - �,.R I , , � I �g i� ,. , , -�, I 1, I , ,'-�� , " : � 'I , , I � I \�.�11,1��, ...... . I I �', ..j;r1',,1,,,,/, � I , . . I , / ,-�I, , I',, �, ", I � . I 1- ,>, -. , " " - L � I " �N I'll . � , -k I � . , I � ': I I I , �, i I I I �1� 1, '- " . � I , ` , 1-1 1.1, /I u �,iQ I ", �- `. f,� , - / K -, ,�� 1, . 1�lc ,�', -,--- " t, �i . �, N f, ��4' � I �, , � , � ----- , , 6 'L ,, I \ - 0.0! ,% 0: / I , , \ I �;-W', ,.� , , l� l , . " ?�, - ,,, , / i, -,�-�� I -0 / 'I'll . . I", I ,� 6 " -�', !V 8� --,,� I -1� , , i 1� " , ,�." I " -.-1-- , I I �, -t. -lei I I - z ,11 " . �1 I �% . . . . . I I . 11 -t , I " / - . I �1�i . - I �, ,.III- � �j i, I I I � ..... � 11;1, \1 I - : - , �� -- I � , "". ".. I �, , -. I . : � - 1. � � I I'� 4 -1 � , . � '. , , I I , " I , , ,\ " , �, ,�, I 66.'a � \ ,,% I �� ,, - � 1.hll I , il III. . ,- �- � "I "&8 ./� . ,� "", ✓ , . ::,Q�7 - �13�il ,�,�� 1 i, 1, 17 e >% , - � � ., : �, I 'y , A3 "", ;, ,S,: , . .1 1, I 1 I , plan View Scale u 1' = 4Pft . , , NOTE: ALL LIGHT FIXTURES ARE FULL CUTOFF FEATURES ALL OUTDOOR LIGHTING, REGARDLESS OF THE AMOUNT OF LUMENS, SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. . I �`111`1 � ,� I I I ; !, 1, . kf 1� I 4 ('2 --' LIGHTING PLAN_ SP7 Scale: 1"=40" ww`,, ',v H 0 -�, 1, � /, • CWAF - - . ECII I k a I I q-) - - ��- E �> - S�- 0) C G) v C) - - - Cm Q g, I C_ C Lo N �,,- < " u - . ,u - - g �-- 0) m ,� ,- �-, s a- = in 0) E , 5: 0 I 4 ,� n 75 D 0 1") �Y) 0 � � IT It — C (s) () C — N t �- m ,- . — 0) - (-) E c � Ld 0 • 0 , ww`,, ',v H 0 -�, 1, � /, • CWAF - - . ECII I k a I I i � � I I � a • a I I P I , I , I � , � I I � ; � I � i i � � � ; I I � �ix � � ; . I � I �1 i i I I � I k I I I I � I I � : � � I I - � I I DOM. PROJECT NO:16.0072-41 N I I � : L ISO . I � I i � : : IN I � I � � � I � I r INEENO i � � I � a • a I I P I , I , I � F I �� I I : I I I I I I - � I I DOM. PROJECT NO:16.0072-41 INDEX TITLE: I - � � . ) I � � It . � SHEET NO: 7 of 18 i � -- ------- 111 I DATE: 5/08/17 ; 41 41 40 40� 39 JQ� 38 JO� 37 37/ 36� 361 9 38( 38� 38K 37� 37( 3G! 30 35uj CD ROPOSED GRADE"5 35< 34� 34< 33/ 7n 'FORD ROAD WATERLINE PROFILE - s _Q sill ___ �� e �� .�� C �� '� |� c�� °� QB 40% A�~,x u CONNECTION DOM. PROJECT NO:16.007�1 INDEX TITLE: >< SHEET NO: 10 of 18 DATE: 5/08/17 CEO AN INGr GRADE BUI VA iz r7 11+00 12+00 121 SAN BUILDING 8 CONNEC 38( 38� 38K 37� 37( 3G! 30 35uj CD ROPOSED GRADE"5 35< 34� 34< 33/ 7n 'FORD ROAD WATERLINE PROFILE - s _Q sill ___ �� e �� .�� C �� '� |� c�� °� QB 40% A�~,x u DOM. PROJECT NO:16.007�1 INDEX TITLE: SHEET NO: 10 of 18 DATE: 5/08/17 CEO AN BUI iz 11+00 12+00 121 ' 3 ST�QCKYARD ROAD WATERLINE PROFILE S spl or, 390 385 380 375 370 355 360 355 350 345 340 335 330 85 375 370 365 360 355 350 345 340 J�5 330 325 320 315 NOTE ALL VWATERAND SEWER CONSTRUCTION TOBE|NACCORDANCE WITH ACSASTANDARDS AND ARE TDBEDEDICATED WITH APPROPRIATE EASEMENTS T(}THE ACSA. KNOXBOXES REQUIRED ONEACH BUILDING, CONTACT /\LBEN\ARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATION. DUE TOTHE DESIGN WITH RETAINING WALLS, TWO BOXES M/0'8E REQUIRED FOR BUILDINGS 3.4AND B. DUE TOTHE PROXIMITY OFEXTERIOR WALLS ONBUILDINGS 1AND 11 T{)APROPERTY LINE, ALL, DRPORTIONS {)FTHOSE WALLS MUST BE {}FFIRE-RATED CONSTRUCTION. 415 �� 410 405 400 395 ]9O 385 380 375 370 305 360 50 ��N[� �� TdN��D� w."°�.`" PER '`��'` "''"`�'"`�� 4 � BELLE MONTE AVE WATERLINE PROFILE Hooua�� V=oo `.-_-/� . . ' Vert. 3ouhe: 1=10" NOPERMANENT CONNECTIONS TOTHE RVVSAWATER SYSTEM WILL BEALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RVVSAGENERAL WATER SANITARY SEWER NOTES C}NSHEET SP2. FIXTURE COUNTS TDBEPROVIDED ONCE CONTRACTOR APPLIES FOR WATER METERS. ALL POST INDICATOR VALVES TDBEPRIVATE. ACSA OWNERSHIP ENDS ATTHE FIRE LINE FOR BUILDING 1ON, BELLE K4(]NTEAVE. YER My mi M RS 7Lic. o e33028 r7 s _Q sill ___ �� e �� .�� C �� '� |� c�� °� QB 40% A�~,x u YER My mi M RS 7Lic. o e33028 r7 sill DOM. PROJECT NO:16.007�1 INDEX TITLE: SHEET NO: 10 of 18 DATE: 5/08/17 CEO DOM. PROJECT NO:16.007�1 INDEX TITLE: SHEET NO: 10 of 18 DATE: 5/08/17 38.` 38C 37` 37( 36: 36( 35. 35( 34` 34( 33` 33( 32. 32( 31` 31( 30 30( r•' 29( 9 NOTES: ALL WATER AND SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH ACSA STANIDARDS AND ARE TO BE DEDICATED WITH APPROPRIATE EASEMENTS TO THE ACSA. . ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATEIRIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTf'ION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE IMANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. A FLOW ACCEPTANCE REQUEST MAY BE REQUIRED IF THE END VENDORS WILL PRODUCE > 40,000 GPD OF SEWAGE FLOWS. SEE RWSA SEWER CONNECTION NOTES ON SHEET SP4 SANITARY MK I -> SANITARY MCI -MK -03 Horiz. Scale: C2 3021 Vert, Scale: 1"=10" 39' 391 38' 38 37 37 36 36, 35 35, 34 34 33 33, 32 385 375 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 00 39! 39( 38 M 371 36 361 35' 35( 9 395 390 385 380 375 370 365 360 K161101 350 75 ;1aT.E X11- �� D� T}r� .4"r �E, ; ,,r 0 - E ,O � V n N N Q Q - � - > (3) (3)0 nmm73 ,o'T'T __ ,� U �t N r''' -MIC S Lic o. 33028 �� 6�,-Zv_ ('7 -4, kll�st"_ �1s�� h, : y, ` ,, PON: ... ,fir Z �' G H � 420 420 .� .-, ,-� +;1111.,.. s Pled '� ��_T`k �t re`ZT6 J ��:�T11€«,'E w_." __.__.___ __.._.._..______..____..__,_..._._..___ . �,,T. FT €; �1 .... ?€.,£:R:.... : :::.:. tt i58iY� :�3, .s`T� _P4T,i£�fS, 3!!"T4�.��': ,1_1.___ 1-111-, ._ _ ___ ______._____ _-________._ _ 1-1-1-1.__ .__._.__,._.____._. _ 1111___ 1111_ _.. _..._.._.__._.... ___.__.__. s3Q__.. _.. 11-1-1_ 1-1-1-1_._ _.______, _ ._____._._ ,._.._.,_._.._,_.,___.._._.._,__,�_____. 11-11__ 1-1-1-1--_ _____.._ _,__,__._.__. __....___,_,_ __. _ 1 __:1. 1-1-1-1-- ,_ 1-11-1_,_ _ n __ 1-1-11-. _. .. _ ___ _. ___ _. _ �__ ___ _ _ ----, _ __._ ______ __,_____ _ ._ __ , _ ___ ._ _. _ .. _,1111-. _ _ . _ _. 1-1-1-1 _ ._ 111-11-1-1-,- __________ _, _ , _ ,_ W._ _ ...._..� _ _, __._..__.. 1-111_, ._ • __.__.._..____,.,w_._.__._ ._.._.,,__.,,__ 1-111-___ __._._.__.____,.__ 11-1-1- 111-1_1 __ _ ___ ___.,....--_, __ . _ __.._.__,.._., _...._,_ 1-111-__. __ ...._..__.,__._.,_._,_....c7 . _._.____ _.,. 1-1-11_ r_••' ..1.._._.....____.._....,_ Z.._.__ __.__.___,._ m .__.,_.__.____...._._ .-,. - .__ __,___.....___...__ 1-1-11-_. 1_111. ' to _.._.,..____,_ ._..._n _;,..,__,_,.__.,_...._.,.._.._.______.____....................._,_.,_....___......__ : 11-1-1- .._ _,,..,._._..,...__._._.____..,_._,.,_._,. ___ _...___.._...__.___.-____,,.__ 11-11-. _.__.____._.__...,__,_____.___ __.,_____N y ._...__..._._ .,..__._..,,..___.,___,..._.,..,_..__,__..__,...,,.,,.._.._.,...,.,.,,....1-111,.. __,____.__._,w _ 111-1_,, _____._,_._ 1-1-11-_ .., 11-11, __ ,_ ._._.h__ ____._...,.__..._.___...._, ...,,...,__ .� 1-11-1._ ___ __. _,,._uo .__ __...._.._...- ...__.___.. 415 415 1-11-1-. -1-1-11 _._.___.___...__ _____._._ ...�... 111-1 __.M _1__1----1-_--_--,___-T-----__,,,,..___.._. �' xT s fO44 t,r"P �t s vtg, -. _... ........._ , . .. - rn rn rn .. 1111.. t R s „11:11.�p ...: . ........ .. y �yy�+, €F._ i, tt+t ,#iT ..TA.I. TEST - t3 '...:F1 i. i,rac,. i d -. t .. ... ... ... ... .. 1111. 1111 .. tl � � :K,� yy 'r .� 1111 1111. i ... .. ... 1111.. ... 1111 .. .. ... . .. .. ... ...e .. 1111 .. _._..____.___.._..__._ _ __._,__..._ 1-1-1-1. _._ _. __._.._.... Ih __1_ I___1_1 �_,..._._..__ II _._...__ t�,_____.__.____..._______________.,_____..,._.__._._ .__.___..._ 1-11__1-_ _.___.__._,......___.__ _ 11 ._.V,,._:__.__..._ ..__ _1-„1-____ .._ _._,_._.,.,_, .___.____.__._.___"_,_.,._.___ 1111-___ ___._...___ ___.._____ _._.____ _______.,_____ ___ , __ 11-11- . _ ._ _____,__...__,u. _ _._ ___..... _.. ___._..__.__...__ ... ............... u,_.___..__,_.._. __..._.____ 11-1-1-___ _ .. _ __...r ___ GRADE ___._ _.._ �r _. __........___ 1-11-1-_._ .._..___ , ---.11 _.__.._.__ U ___._._,__..__. ___-1_11__-__,______,__ ___._..___...__._._._,._1___1.1-1-___ ,_.___.. 1-11-1 _ 1.11.1, . 1-1-1-1-.1-1-11_._ __..__.____._ r ,______. _ __.. ,_,_____.__. 1-1-1-1,_ 1-11-1-.. ___ _-1-11-1 11-11-__ _� _________.,..___._.._.._.___.._ _ _. _____k---- 1-111_ ... _ .____________________________--------.-----l-----'--- ._.__________.,____.._.,.._.,____ 11-11- _ ._._____.___._.___, 1-111-_. _.. .,_ 11-11- .,__ _____ 1111,. _ 1-11-1-. ____..___...____.__..__,_ o __. __._.._... u 410`� 1-11-1- 1-111-_ __. _ _._ ..,.__,_ ____...m.._.____1---1- _ 1-1-11.., -- __ 1-1-11 _. _._ ___,____. _<? . 111-1-_ __._____. _ ______.,_ 1-1-11 _,..__._______.,._,� __._._.__._____.___________._.__,.__....__,___.,__._ ,-.::�... _.,__.,_.._ _.__.__,,. 1-111, 111-1 _ .. 1-1-11-_ ___.:_.__,,� - _...__,__. _._ , _,_ _ _. 410 _.._____..._._.._ __-_11_-_-____---I- - __.._._... __. _ _ .___.___ _._-_.� ��€ _...__.___-1-1-11-_ _ _._ __,_.____..__.____._ __ _,._..._ 11-1-1-_ _.,._,___.__.__ 1-1-11- 1-1-1-1-. __,.__ __._.____._,_.m,_,. 1.1-1-_._1-_ ... __.__..,..__,.._ __ _ __ ,.__..__.,.,,..,__.__ _ __ 1-__1-__1-.1 _._._____._,_.__..._ _ ____,_._ _.__ ----.-------,- ,_-,,-,,___---_--_-------I-------::_ -,.-...�,�� ,I--,--,----,-- -,_----- �--�," _ .__ -�----1--,-1-,�,----,�,�--"-�.",--,-�,� _ 1:11-1:.. 1-111-, .__ ::_ - - 1-1-1-1-. __._____..____._.____,.1-1-1-1.. ",---- _111,,_1.__. __._____._ 11 .1 .. .. 111-11--1-------__,__._ _,_.,_._.,_.._. . . _ 1-1-1-1- 1111 1111-_ .__ _.__ ,___..___.__._ 1-1-11-.._ ____ __._,____._ . _._.-.... ___ ._ 1111. - .. ... .. .. .. .... ._ ... .. .... .. 1111. .. ... .. 11 11 1111. .. 1111. - .._ 405 -11-11-__. __ __._ ___ 1-1-1-1 _.__._..: __ __. _., ____..__. .. ..._.___,. 4 W. Q .__. _--___......_.----11 _ __1111_ __..___._.__.. _1,_111 ...,_..._,.___-.__. 405 __ .. _1111 _. _..___.________ _ _,_ _ 1-1-1-1-__ __ 1-11-1-._ __ _. _ _ _ _-__1-1----__----- r� _ 1-1-1-1111-- __ . _ _ . 1-11-1-.._ 11-11.1-111-__ ___ _ ___,_._, _._ _ _ __ ___- ._._____.._...__._._.____, 111-1 _„_ 1-1-11-. _._ __ 1-111,_. __ 1-1-1-1-__ 111-1-.. __. _ _._,..__ 1-1-1-1-_ _.__...._... _._ _ _, ., __ __. _ _.,..... 1-1-1-1-_ _ ..._.____ _. . ,_ 1-11-1- _. _. 1111 ,_......._ _ . _ _._ „1-11-1-._ __ ..� _ , . ----------I------___________-,-1_------,------,1-1-1-1-_ - -l-____1_-__-__-.-1-1-111.., --_-_-_,----1--. ________,____, 1-1-1-1-_ __. 1--11-__._ __.,._._, __ ____ ._.._.__._ 1-11-1_. _ __ _. _ „_ 11-11-.. _. .__ -- ... 1-1-11. r__w , , � i.__,__. .__ 1-111._ 1-1-1-1-_. ._. 1-111, . _.,,.,..___ _ _,,...._. __, _._______._ .. _ 1111- 1-1-11._ ----11-1-1-11. _. ,_ - . 1-1-1-1- _. _t 1-1-11-___ .____.._,_ .. _=" _ 1-11-1-... _ __._,_. 400 400 __. _._ .__ HFI __..__.____..__..______.._..___.___.._,_...,._........_.,____,._._.._....,____._..._.____.___.._._..,,._ _..J."__ _- ________.,___,._.__,_._._ __ 1111-__ _. ,___ _ .._,___„...__1,_____ __ ;._ _... 1- 1-11-1_ _,11-1-1- __,.,...._.___,._..._.,.__.._...,_.._„_._...,_._.,,,__,__,_.., .__,-.__.,,_,_._.._,,.__...______...__....._.____._.. ...,,_._...__"",,--,.,.,„_....__..__,_.._..._._.,_._.__,__...._.,..._.___,_.,..,___,_._,,.,,.........__, .._.�.. 11-11._. ..._..._...._/.._......._._._.__..,.___. ... . 1111- 11.11- _._ ._.....a._._. ... ... 1 _1- ,_._..._.._...._...___......._ ...._.,t[ 11 _. ..........___� __.._._„ _. ,...,_,.__ ..__....._.,..__.,__,.....,1-1-11.._...___._ ._.____._... _ ___ __..._,_._..._....___... _ _1-1-11-_._.____ .............. __.. . ._..__..� _..._....___.___00....______- __._..__._,.._,,......_„_,_1111.. -_1_1- _-....__.____,_,,.__,.,.._ 1-1-11-_ _1 -___11 -__1_ __,...,..____.__....._...._...__._...,..__.___„1-1-1-1... --__ _........____ _._..___.__ _-___._.___ ._.....___..__,....,,_,_-__.________...._.____...__..__..__.___._.__. 1111. _ _......_. __...._......__ .. _....._.,....__,._ .. -. 1111.. . __, 1-_1_1 .. _ _ .. J .....__._. 395 ___._._____.__._,_......._,_r.._ - 1-1-11 _ . _ 1-11-1-_. ___..___ . _ __. _. 1-1-11-_, 11-1-1.. _ 111111..........._........__....,__.._,,,....,___.1_,_._.11___.,._,1____.___.-____...,....,._,11_11,_.,_.._..,.;_"--- __. 1-1-1-1-_.. _ .._._,_..�....................__.,_..._.._.. .__........_._._,_.._,_--...... __.._,__._....___....,._.._.....__......._..___.. _..._,..,.,,____-...__.__.'_.__.__.__.._..,-,,,.,..._... -�...,.._ ...,.,.._..............._......_....,.....-__. _.....__.. ._____......._,_.,,._.,.,...._.....-.___".., - 395 __._.______._._.__._,_....____._.._______.____..__.._ .._._,_. 1-1-11. _ 11-11 __...... 1-1-1-1-__ 1-1-1-1-_ .__ ___._.,..._.__._._..__ . __._ ._ __ _ _11.1-1- _ _____..__..._....__........_,_.._.__.___ _ ___.__._ _.__.._._,_____...._ ...._.__.__ ......,....___ _ _ . _____..,,_ _11-.11_____.____ 1-1-1-1- .. ._.__. __.._.____.._________,: ,_._".__..,..__._.__..._,_...___.,_,_.__.___. _ _.. 1-11- 1-111-__. --.-_________-_,---__1_.__ . 1-1-11-.__ .__ ___.,__--__-_.-1 11-1- 1111-_ . __ 1-11-1- ._. _. 1-1-11._ _-- ,__ ____ .............11.1111111-__1-__ 1-11-__ __._,____,_ ___ ._-_--:.i,. w._.__ _, _____._______.___.._.._., _..__,_,_._._ 1-1-1-1___ __....____ ____._W_____ __._.,__,_� .� _________..____.__.__..__,__.__,_,_._.__...,._..._, 1111- 111-1- __ a 390 _� .. . _._ _11-11.,,__..._,_._.,.. _.._ _,...____ 11-1-1,__ ,,,_ _.__._..._.. __ _.:_..__.__ __.__,__.___._..___.._v. ____._._.__.,.__.___.. .__._._.,____._.____..,..___._,,_.___„_,___._ __...____.__,___.___,__,._,_ _-___,_.._.___ ,.,__..__„_.__._._,__,__.__.__,__._..__ _..,,.._.___,._____.__.,.,_._�.._.,_ _.._,.____,_,.._..____.____._.._,_..._,__-____ _____.....__.__.__.__.___._.___._,..__.�. ,_..-_____.___.,____._.,__,__.-1-11-1--_,_____.._ %,,,._,,,._._____1 _._,..._,..._."--,..,,,,,,,,,,,,,,,,,,, -1-1.1------.1-11-1-------1-__-___-___1_1____. 1--- . ,__ _.,_.,._.__,__.._.__ _ ..,..__._,.___„_,_._____.. _. - 1-111-___ 11-11-_ 1-1-11-_,. 1-11-1-._ _ 390 �___.____. ____. _ _____._____._ _..__ ,..__..,._.__,...._._ ____ _____,.________._.._ __.____.__ __._...___.__...___._.� .____._.7._,_.,_ .._..._._,_...,.__..._.._,.__.___.___...,.._..__,_._.,,_„_....._._____.______.. ,__._,_____._.. __.._____.._.._________ __._._.._.__..,,__-_ __ .. _.,.... ______ _._W._._ 1-1.11..,, _.._._.._____ __ _.,,._.___._-_,_._.___ 1-111-, _ ___.._ ,_ _ ..__._ ,__.,,__.__ __..___.,___._____.____.,_._.__ _11-11_ ..._..____,__. _...,___._______ __. _ ED.__..__ _,.__.__ PROPOS _._ __. ..._ _ __._ ,_.._.___._______ __ 1-1 _11-11-._. 1 __11.1_ _ . _._._. _.,__. ____w ..__ _ _ _.1- _,,___..,_,,,_ _,_,__._ 11- _ -1111 _ 1-1-11,._ _ 111-- _._ _. __..__,.__ _ _,_,_ ___.. _.__.. _._____. _. __.._ _ _ _.._.____,. _______,_.._..,_..,_.. , _.._,_._.._.______ w.___..___.__...._.,_____ ___...... _ _,__ 1-1-1-1- .......... . .. .. .. __ __ . _„1-1-1-1 __ . , .. ___ _._____.. __. 1-111-. _ _ 11-11.__ , .. 1-1-11. _ .. _._______ _ ._ G1ARE_.,_.__._._. __ ___ __ 1-1-1-1-_ _ _ 1-1-1-1___ 1-1-11- 1-11-1.__ .._.____ _____------,-,"---,-,----,-,"--,,-I- . 1-111_ _,_ __ 1-1-11-. _ _, 1-1-1-1_ _ __. _ .1-,--. .__._.._.._.. _ 1-11-1---- 11,._ 11-11-__..__._..__.. 1-1-1-1 ._ __ . _____.___,__.. _ __ 1-_____ .____ _.__..._,._,__,_.____.1-11-1-._ 1-1-1-1__. ___ __..__.._ 1-111.. _..__.__._ 111-1- __.� 111-1-___ M._ ..1-111 __ ._ .__ __ 11-1-1-... _, __ _, __. 385 __.,___ _-----'1------ __ 1-1-1-1 1-111-__, 1-11-1.. 1111... 11 ___ 11-11 __ • _ _____.,_ 1-1-1-1-_ 1-1-11-_ _. __ .__._..____ .. 11-11- _,. _ ..._____, , _ ._._..,,_ 1-1-11- 11-11,., __ ..._.,.._, _..,_..___._ 1-.11....... 1--- __..__.___.._ _____.__.,_.__._._.___.___ _.__.____ 1111-__ .__ ___......__,_______...__.,.._.__.__.._, ,._ ,----_. 1-111-.._ _.. _ .. ,._-11-1-1_. 1-111_,_..._....___ ._,_____..._.... _._,_ .1_ _, 1-1-11- _ 11-11 _ _._.___._.._._,__,._..__...__ 1 _...___._, _____ 11-11 _. .1-1 _.,...._ 11_,, _._ ._.___,,__.__, ,_________,.____..__...___.____ __.,._.____ _,__..W._._....._.._._.__._,.__.________ _.____ __ 1-111__. _____.._.__..._.___,.___. _,._ _ -. _ _-__ .1__,._1_. 1-11-1___„ _____,_ ___�__.____.... .__._______________ ___._.,.,.._._.__.._.....__ __11-.____1-._1___ _ _,__.____,__,_ ..____..._.____ ., _ 1-11-1-.,_„ 1-1 _.___... _ .._.,_,_,__ . _.,.1-.1-.1_.1 ..,_.,__...„_1-11.1. __ : _.,...,.. ____.____,_ __ n,, o._.,._.,... 8 PVE 2 6A ...___ 1-1-1-1-._ _,__ __ __ __.____._ ._...___.,___.._._._._ 11-1-1-_, _...,,,,_ -_______________ 1-11-1-_ ..___._,_, .___.__._.______..._.__.__._____._.,..__. _ _.__.___...._.___.._-___,_._._._._,,._...,,,,,.__,_._.__ ____,_ _._. _ __ 1-- _ 1-11 1 _ ,.._ _ ._ 111__1- _,, _ _.__132.9_..,__._. 1-1.11. 1-1-1-1-._. __ __ 380 380 .._.____ _._.___.___,.____.,_._.,____._ ______..____.__.__.__ _1-111-_ _ __ 1-111_ 14l 1-11-1-.._ ____.__.___...___..._ ___ ___ _ _______..__ ___ _..___..__...._._ _ 1-1-1-__ 1-1---11----11--- 111-1-___ 11 1 1. 1-.1 11___„_ __ ,_.1-1-1-1-.. ____...._. __._.__.._.. _. _.__.____., .. _ ___ ___ _ 1-11-1-1-1-1-1-_._ .1-1 11_._ .__,.__..__________.__________.__ __ __ -----_,1_ 1-1-11-_ __,_.__._._.__, ._..�.____._._ ;____, t�.,VG_.m3,. _ 1-111-_,_ . o _._ 1-1-1-1.: _ u_ r _,_ _. _,_ -111-,_ -111__ _,,,._,__, ___;._ .. _ _ _ -1-I_1-11-_____W __..,._ .. `--1---,-- __ . ___..__.___..__,.. _1__1__1___.,_ 11-.__ 1-1-1-1-_ ___ ________.__ -.1-.__.__.. _____,___.___.,_.______._________.. ..11.1......1. .1.111... ..1 1.11... ...11......1-1......_ .._..._. . _...�... ......... �. gfi - _$ 11 _. ..:... ..... .. ... ... . , ..... ......... . ..._ .... 1 1.........1 1 _ ..1.1.. _ 375 375.. ....... .. --. .__ . ._ .. _./... .... _ .. 1-111... .._. ._._ . ......1111- _._. ..._ ... %1.1...11.. - . .....x...5.62 ...... .1111.._ pVC .11.11 .. 1111... 11.1...1. ,.. "...11...11.1.1 . _........ .......... .... ....... . 1-111_ . . .......... 11.11_.......... .. .. ............. ........... ...... ... ,. .._.. ......._.... .-. _..._......� .. ` ..._....�ytt':{36............_. Jr . . _._....._ ... _........_................. :1111. _.. 370 _ __. 7.. �._ .... ..� . ......... _............................. ...... ..... .. _ _ .._ __ 1--1- ....... 11.11 ..... . 1 - ..... ... 1 111.... .... _ _ _. 1111....__ ... _._.. ....... . ...............1 .1 _ _.... ... _..... __ 1111 ............... ........._.._ ........... ......_.._...... ......_......._. ............ .. ,1 ................. 111. .. .__..... ......... 1111 ........._,...p... \IG.... 1111.. ......,...... 1-1-11 ....._......... . ... 1111 .. ............ .. ....._......._ 1111. .. .......... ........ 1111-_. ...........- 1111... .......... _........._. 1111. ___..._........... ...... .-111.1 .... ... .......... .........._._ 1111. ._......_ _ _ ., ....._..... _ ...__.__... ......... 1-111.. ...-1111-.. ...._...�.,...... 1111... ... 1111... 1111 1111. ........... .. ........_,.. .. ............._ ....._._..... 1111... ........ ....._....._..... 1111 .. .............. ......... 1111... ... ... ... .. ........ ,, ....,..,..,..,....... ........ .............. 1111 .- .. 1111 ... .. _........... ....._...... _, .. ....._. .............._.. 1111. _.......... ................ ... ....__._..... ... .. .. _........ ,..........-. 365 365 i 14. .... --- __ _. .......... _ .I'll...... .......... ....I ..... . ....._ ........... .11 11_ ....... .......... ..1-1.1-1. 1.111._ ...... _.......... .......... 1-111.. ...... _ .. ..1 ..1 ......._....... --1-.. , .11.11.. __ . .._ .........., . ........ 1-111_. . ... .... ...-.. 1.......... 1 ..1-1.1...... ........._... ;1-111. ...... ....11 ........ _._..._.. 360 .-1. _... .. ..... �. .. _ 1-1-1-1._ ...1111. . .... ... 1111...... . ....11...1.. .1-11 . _...._.... 1-11....1. .......... .... 1-111... . 1..11.1 .._. .... . ..... .__. .. ..._ .... 1. 00 ....._ .,......,'. -.1,1 1-..1.11 ...... ........... �Z ..... _ _1111.. .-. ......_... ...._..... _ .. ........... . ....... ._....,.... ........ . .. ..., ..... ..... _.,........ ......... ....,.. _.__..... _ .. _ 1111.. .. _.. _ .1..1.11 ... ...... 1-_.I". _ .. ..11..11 . .-..... .......... .. _ .. � _�. ............... ......... .,_ .. _.. _ „ _ .._ ....... ..... . _._ .. _ 355 355 � 1-111 ... . 1-11 1.. .... ........... ....1- . . 1.._,1. .1.1_.... ..:.._1-1-11 .'...'....... . .......... ..._...._... _ . .... ......... ......... 1..1... ... .. ......1-1-....1.......1 ..... ._. ., ...._.......... ._........ .. .. ............. .. ._....._... ... ®.... ...........,11..1 1. �, ..._..... _.. 1-111- 1 111..... ................... _. _., .. ........... ..1-........11.1......_.. , 1-111_.. __ .. _ 1-111. 1-111. ;-: .._..._ 1-111 �, .L 350 1111.. __�..... o o ..,. o... 1111. . ._..... ...._ ._.......... _. ._.... ........... .... ..... .__...... 11.1_.1...... o € ... ,� v..... s� 1111.. 1-1-11. . ,� _...... ......_ ........ ... . . _._., . .1.1.11__ .... ......... ......... ....... ......... €� '--- o, .. .... ......... 1- ....1 .. _ . ....1111,E _ .. _. ......_. . 1- 1- . a. - .. .� .........- ... _ ......... __1 1-1_.._11 .. 1 111... .._.......111. ........... ..._._.,. ..1-1-11- _... , 1111... .._ ........ ........_... o _ .... ......._.. . ...._._.... 345 345 11-1-1 ___ 1,1 ._.._....... .rn. ar : Q i. ? ...1.1 1..1 .. At). N..._... N -... , ... _.. .........u? .._.........._€n. WCo. >n tb_.1-11-1. , .j w.. ..........I.. ........_.... ......_.... !a..clii? 1.11.1........... .1..111 . ....... .. ........_............... :. .......... te3i G1 ............ .. ........... .........._._,. .. .............. ., ......._._... .. .._..._._ . .. __.......... ;1111 .... 0.. . 1111., 00 ._._....1 .1 11. _. -.,. 1 111 1- �._.. ..........._ 1 111 v oQ 1.1...11.... _..._._.._ .1.....11.,1 .... .........._.... ... _ 111.1.,.. 111 111.1........... . 11.1.1..., 1 11.1 ... ...1111.. . o ........ ... 11 ...11. 1111.. ..(D . 0......- ...... .....,_..,......._._.. ANCHORS .SES SEE-... 1-111. DETAIL. SP1 1.1.11....... _ N iR _. _ " _" r7 d 1-111.. r` _.11 ...._._ It.. ... , r"...... .. �? u . ;... ... { ar r .Il. _ ......._. 1- ...1. ....11.....11 .. .... ....1111 . ......... 11 ...._.1.1..1.1... 340 340 ............ 1--...1-1_ .. _ ..._m ._u. oo o 1-1-1-1-.. _ ......._ 0 -KK..... .!"' .._..... 11 _. .....G}..._ z . ........ .1111-....... 1-111 1-1-11.. 1-111-. 1111... II _... .11...1-1_. ...._ . ..11.1..1_ ............. �` 1-111.. p, ...1-......111.. ...............__. II ._._ o z _ . Il p _.. ............ _ .. .. . _ _ _. ..... 1-111 �z; .....1.111 . .................. _ ... _.. _..... .11.11._.._.. .... ....._ �- ar .. .... ...... ...... 1. 1 1 1.. 1 _ .._ ..... .. ..._.... .1.11. . -1-1 _ _ _.. _,- VK 335 335 arzzz �, Vzz 15 50 16+00 17+00 18+00 19+00 20+!(2((D 10 NOTES: ALL WATER AND SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH ACSA STANIDARDS AND ARE TO BE DEDICATED WITH APPROPRIATE EASEMENTS TO THE ACSA. . ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATEIRIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTf'ION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE IMANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. A FLOW ACCEPTANCE REQUEST MAY BE REQUIRED IF THE END VENDORS WILL PRODUCE > 40,000 GPD OF SEWAGE FLOWS. SEE RWSA SEWER CONNECTION NOTES ON SHEET SP4 SANITARY MK I -> SANITARY MCI -MK -03 Horiz. Scale: C2 3021 Vert, Scale: 1"=10" 39' 391 38' 38 37 37 36 36, 35 35, 34 34 33 33, 32 385 375 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 00 39! 39( 38 M 371 36 361 35' 35( 9 395 390 385 380 375 370 365 360 K161101 350 75 ;1aT.E X11- �� D� T}r� .4"r �E, ; ,,r 0 - E ,O � V n N N Q Q - � - > (3) (3)0 nmm73 ,o'T'T __ ,� U �t N r''' -MIC S Lic o. 33028 �� 6�,-Zv_ ('7 -4, kll�st"_ �1s�� h, : y, ` ,, PON: ... ,fir Z F �^ C. I. a .� .-, ,-� +;1111.,.. s Pled '� ��_T`k �t re`ZT6 J ��:�T11€«,'E . �,,T. FT €; �1 .... ?€.,£:R:.... : :::.:. tt i58iY� :�3, .s`T� _P4T,i£�fS, 3!!"T4�.��': er � 2 F£ , b12 Lp • T1�" r1 �a nTl obS*9T q1...9Ii,0 i 4i1EsT£EL :. xT s fO44 t,r"P �t s vtg, -. _... ........._ , . .. m rn rn rn .. 1111.. t R s „11:11.�p ...: . ........ .. y �yy�+, €F._ i, tt+t ,#iT ..TA.I. TEST - t3 '...:F1 i. i,rac,. i d -. t .. ... ... ... ... .. 1111. 1111 .. tl � � :K,� yy 'r .� 1111 1111. i ... .. ... 1111.. ... 1111 .. .. ... . .. .. ... ...e .. 1111 .. . '.. 1111 .. .. .. ... .:::. _: �- .-. ...: - .. ..: .. .. ... ..F :':.' .:.. �. I F ie.€": 4. R13s3t4"l,T .a4T.. Y ?€ a�$� ani � SPS 1111 1111._. ... 1111., 1111., ._ .. . ..:. ......... .. ............ . . .. 1111 .., ..._.._. :...._...... 11:11 1111;.. ....._..: 1111... 1111... ;1111. ...........:........ ... /� Q ,, , . a<fisr�Pr?..:€#PmfaCafiiiSikitEL�`a1..J.-1�5` 24":-' -.-+:,*'. .::;:, m D _14. , Eii i. G: O C; _. 1-111 .. �s s � -::: u U w .N T �R --- [ I SIT E . *L,,: u Q u 1. FIS .- z 0- 19 40 39 139 E= 38 37 37 36 36 135 35 34 34 33 33 32 132 Q10 = 6.20 cfs d10 0.91' Qcap = 8.19 cfs V2 = 3.58 ft/s S = 2% n = 0.03 Lining = EC -2 DITCH I ........ . ... .......... ........... 4.0' 'S7 2 -b Line No. Inlet, 10 DnStrn Ln N I o Drng Area (ac) Runoff Coeff (C) incr CxA To (min) I Inlet (iril Flow Rate (cis} Known Q (Cft) Invert Up (ft) Inve rt On (11) Line Length (ft) Line Slope M Line Size (in) Capac Full (00 Vel Ave (ms) Pipe Travel fil 1 .2 Ouffall OV 0.52 0.45 9.9 724 34.36 6.20 317.00, 314.00 151055 1.97 24 34.42 10:89 0,23 2 .3 1 0.00 0.00 0.00 9.8 0.00 25.45 M 322.50 318.40 23.840 17.20 24 128.92 13.43 0.05 3 .4 2 0.00 0.00 0.00 .9.7 0.00 25.52 0,00 335M 325.75 59,080. 17.18 24 101.56 12,15 0.12 4 7 .3 1.26 0.67 0.84 9.6 7.24 16.22 0.00 336.50 $36,00 49.410 1,01 24 24.65 6.11 0.15 5, 11 4 0.46 0.62 0,29 7.4 7.24 8.89 0M 346.00 343,91 48,920, 4.27 15 14.46 9.73 0.12 6 12 5 0.61 0,88 0,45 72 7�24 6�95 0100 371,47 3S9.50 54,550 3.61 15 13.2 9 100 0.16 7 13 6 0;12 0.90 0.11, 6.7 7.24 4.04 0.00 374.76 2171,57 96.230 3.24 15 1259 4.40 01-49 8 14 7 0.10. 0.80 0.08 6,4 7,24 3.35 0.00 377.40 374,85 64.020 4.72 15 15.20 4.54 0.33 9 15 8 0.00 alco 0.00 5.8 0.00 2,87 0.00 378.30 377.50 87,570 .0,91 15 6.69 4.38 0.62 10 16 9 0.48 0,85 0.41. 5.0 7.24 2,95 0.00 379.00 378-40 108.580 0,55 15 5,20 4.31 0);751 11 5 3 0.19 0:35 0:07 5.1 724 9.94 0.00 351,75 340-90 168,110 6.45 16 17.77 11.58 0,35 12 6 11 0,67 0.66 0,44 5,0 7.24 9.48 0,00 372,00 365.00 32.702 21.41 15 32.38 13.85 0.14 13 El 12 0-00 0,00 0.00 0.0 0.00 6_28 628 393-30 377.00 199240 8.18 15 20.01 10.17 01.65 14 8 4 0M: 0.74 0.06 8.8 7.24 2.84 0.00 337.10 336.60 77.69Q 0,64 18 9.15 243 0174 159 ................... .... .............. ...................... 14 034 0,86 0.29 7.8 7.24 156 UO 344,95 337.20 139,580 6.55 15 16,48 4,55 11.08 16 io 15 0,14 0,72 0,10 5,10 7.24 5 Grate 353.75 347.46 99$50 ��o 6.30O�00 15 1756 4.91 22,e0 17 5A 4 0.00 1 0.00 1 0.00 1-5.2 1 0.00 1 9.48 0.00 361.00 354.73 2.00 ............ .. SED 0.13 ............. 1 Line inlet Drill Dl RuPoff Iner To I Flow Known Invert Invert Line Line Line to, pail Vel Pipito No. ID Ln Na Area Coeff CxA l Inlet Rate QUp M Dill Length Slope, Size Full, Ave Travel 0.86 ............. .......... ...... ................ (ac) (C) ........... ... ..... .. ....... .......... ....... (min) (in/hr) (cfs) (oft) (ft) (it) .......................... ............ ............. (149) (in) (ofs) (ft1s) (mien) 1 18 outfall 0,316 0.78 0.28 5 ,9 7.24 5�60 0.00 330.60 330,00 18.160 2,75 15 Ill .61 7t,115� 0.017 2 19 1 .0,18 0.76 0.14 5.7 7.24 3.65 0.00 331.00 330.60 23.820 1.67 15 5.06 4.33 0.113 3 20 2 0,87 44. Q. 0,38 5.0 7.24 2-77 0.00 332,00 331.10 98.070 0.92 1 15 610 4.14 0,712 STORM SEWER DRAIN CALCULATION (LD 22-91 SWM FACILITY EASEMENT O ENERGY BALANCE POND . og.o , x ONLY EXCAVATION IS ALLOWED FOR OUTFALL AND POND CONSTRUCTION 312.0 EXISTING GRADE 77 311.0' VOLUME AT 311.0 = 21,000 cf ENERGY BALANCE MIST EXISTING GRADE -PROPOSED SECTION A -A GRADE NOT TO SCALE 0 30 60 90 120 \-314.0\_24 HDPE CL 1 RIP RAP (2' DEEP) STORM SEWER PROFILE, ST --7 ST -46). Horiz. Scale: 1"=30" 410 405 400 395 390 385 380 375 370 565 360 355 350 345 340 335 330 325 320 00 NOTE: ALL DOWNSPOUTS ARE TO FLOW TO THE FRONT OF THE BUILDINGS TO SO THAT ROOFDRAINS DO NOT OUTFLOW ONTO GRASSED AREAS 381, 38( 37`, 37( 36! 36l 35. 9 10 S 30' SANITARY sl EASEMENT B 342 PO 197 _320 FOREST/OPEN SPAC 4 EASEMENT DITCH 2 Q10 7 d10 12 103 104 105 16 0 0.5% n = 0.03 Lining = EC -2 Gutter $100 (ftftt). Gutter Width 00 Cross $I,Sw (ft(ft) Cross Situ (fuft) Gutter Depth 00 Gutter Spread (ft) 1 2 4,47 5.0 5.09 l 8.78 0.00 rte............ M to .................... . G,P M l .............. ............. .... .............. . - .......... ... .......... ................... . ... .. ........... .... ..... . .... ... 0.500 ... ....... ................ . .. 111.1.��1.11.��.,��,��..�,,��..'��,�,.�1.11.�,��.��.��.��.��.��.�.�..� . ........... - ..... .. ..... 0.86 ............. .......... ...... ................ ...... ..... ... . ... .. .... ........ . ..... .... ........ .... ....... . .. ....................................... ........... ... ..... .. ....... .......... ....... ... ... ...... . ......................... .. ......... .. . ......... ... ............ 3,65,01 W < ... Rl .. .. . .......................... ............ ............. = .373,77 .................................... -j . .......... ..................... ... .. ... ... ..... .......... ......... .. .... ....... ... ...... ... ... . W __j .......................... ...... ............................ . ........... ...... .. ............... ............ ........._._.W . .. W. .. . . J... ... ............ .............. ......... .......... ... .... .. ...... ......................... .. ........... ................... ...... ...... ...... .... . ......... . .. .................. .. ................ . .. ........ ........... ................... 0.00 5 0.00 . . .. .. ... .. .. ..... Elev (ft) Profile • MH Z. 4 7 1,26 U 5.69 JI h�........... - ............ 0.00. ........... c7� JJ 100 ......... . ........... . .......... -................. .. .... ................... .... .. .... JJ 0.083 0.050. .......... .... . .......... .... . ........... ............... - .................. - ... ......... ... . ........ ....................... . . ...... ........ ........... .. 5.0 5.69 ............... Ul .................. .. .. .... . Li 1.62 .......... b. .. ................... ............ ...... .. ... Sag .......... . ......... . ........... ......... .......... ... .. . ........ ........... . ......... . ... ....................... ......... ........... ................... ... ........ Ll F� 12 0 5.0 ................... ... ..... .. 2,56 O.QQ .. ...... ........................ ................................. 100 ........... .......... ........ .. ......... .......... .. ......... . .............. 2.00 0.Qi33 l 024 3.43 7 13 012 5,0 .. ................... . ...... ...................... ...... ... .... .......... 0,00 .......... ... ............. ............... . .. ............. ................. ......................... 6.00 .... ...................... . ........... .......... ..... .......... ........... 0.088 ................... ........ ................. ............ ... .............. ............................... . ............. 14 ........... ..... ........... ..... ..... ........ . ..... ... .............. .............................. 0.80 0.46 ...... ........ 0A6 ........... ...... ... ... ......... .. ... .......... .... ....... .... ........ ........ . ..... ...... ..... .............. ..... ......... ..... ... ........ . ......... ............. ..... ......... .. ........... ..... .. ............. .......... . ....... ...... .... ........ ....... .. . ......... ... ... ..... ..... ........ .. .. ....... ... .......... . ........ .. .. .......... ..... 091 ...... ...................... .................................. . ....... ..... ...... ............ ...... ... .... .. ... .. ......................... ............ ........... .......... ........... 0.00 ......................BI.S..Ti.N..G...... ORAD .E7*�=\ .............. .................... ... MH -1.00 5 ........... . ............... .. ... ... .... . ... ........... .... . . . ........... ................. ... ... ......... ____ ......... ........ 2,32. ..... .... . .......... 2.14 . ......... ... ............ ......... . - .. ........... - ........... ............. .. .. ........ ....... ...... ............ ............. . ..... .. . . ........ ..... . ... ......... . . ... ... ........... .... ................ .. . ....... . .......... .... ........ . .. .... 0.020 0.22 ........................ ............................................... .... ......... ......... .. ................... ......................... 5.0 ............... . .. ... ... ..... ................ ............ ...... ...... ... ... .. ... ..... ............ . ... .... .... ......... . ..... ....................... ... .. ... . ....... . ........ ............ ........... - t..r.1 r".11.11.11.111111111.1-11 - - ............. ...... ........ 1 -1 1-1 .......... .. ......... .. ............ ....... ........... . ....... . ... ..... ....... .. .... . .................. ............... .... .......... .... .. .. . ........... . .. .. Sag . . . . ........... .. . ........... ..... ............. 0 0.500 ..................... ... . ................ .. ... ........ ........... ................ ................... 6 0.67 ................. ........ .. ......... ......... .. .. . ............ ..... ............... 2,52 ......... .. .... 2.52 l 100 Grate Sag 2.00 0.083 l 0.34 5.42 13. ... ... ... ... ... ............. ............ ............... ... ... . .. 0.0 ... ......... ..... . ... ............ - .......... 0".00 ....................... .. .. ...... .... .......... .. .... ..................... 005. ..................... 14 ............... . .... ......... ... ............. ........ .. ............... ........... ...... .. 0.08 ............. .......... ......... .. ... . .. .. .......... .. ..... ................... .... .............. ...................... ... ... ............. ........................ ........... .............. 0.34 .......................... . . . . .......... ................ ........................ 0,020 .................... .. ......... . . ..... ....... .... ..................... ............... ........... .. 0.13 ....................... . ....................... ............ ................... ... .......... .............................. . ...... . .......... . ...... ........... .............. ................ ...... ....... .... ........ ...... .... ............... .................. ...... ... ... .... - .. ...... ... . ...... .......... ......... - .. ... ... ... .......... .................. .. ... ...... ... ... - .. ..... ........ ............... 0,01 .......... . ........... . ..... .... 99 5 Grate 0.050 ........... ........... 0.083 0.050 0,20 2,04 16 10 1 0.14. 510 1 5.69 0.72 1 0.67 0,56, oLl 98 6100 Curb ..... ................ 2.00 ............ .. SED 0.13 ............. 1 0_86 6.0 5169 0.78 1,60 0.00 .... ...PROP 0.27 83 8.00 ........... ...... ......... .......... ... ...... NAD *.................. -, ... _ " .........: 21 19 0,18 U 5.69 ...... ...... 0,78 .. . ... .. .. ........... .. . . ............... 0.03 97 8.00 Curb ... .. . . ... .. ....................... ......... .... ............................. ............... .... .... .. .'. .'.. .*... 0,13 ... .......... .. 3 20 0.87 5,0 ........ .. 2,18 ....... 2...5 15HDPE 05.......... " 0,18 :92 ........... 0 0.050 2.00 0.083 0,020 0.22 4,71 a 0.9i- L .................... ...................... .................... ... ...... ...... ......... ... .. ..... ..... .. . ................ .... .. ... .. .... ....... . ......... ............ ..... ..... . ...... ............. ..... ............ . ...... ..... . .. .............. ............... . - . ... .... .. ........... .......... ....... ............ .4-72% VAD I.E., 0. - ... 1519Z .......... 1 .1- - - '1-11 - .......... .... ..... .... ........ .. _1111PE ...... .... ........... ... ....... ......... ................ . ...... ...... .......... ..... .. .. .. . .. ......... ................. .......... ............... .... . ...... ...... ............. .. ............. 5 ............. ................ ..... ........................... 77777� _j .......... ........... .............. .................. ........ .... ..... .... . .. . . ... .... . ....... ................................ - . .. ..... ..... ............................ ....... ........ ................. .......... ........... . ..... .. ... . . ................... ............... ............ TW: ....... ... ..... 374.0 ...... . .... ................... ................. ................ .......... . ........... ... .. .. ... ... ...... .......... .. ..... ........ ............ . ........... . ........................... ..................... .. .... .. . ....... .. ... .... ......... ...... ..... .......... . ... .......... . ........ .......... ............................... ... .......... ..... ............. .......... ... .. . .. ............. . ............ .......... .. . ................ ................ ........ ... ........... .. ..... ...... ................................ 0 ........ ... ..... ... ... ... ... ............ .... .......... ....... .......... .. .. .. ........ ....... ........... ......... ... .. ........... .......... ... ......... .. ........................ ........... ............... ..... . ................ .............. .. .......... . ..................... ............. ... ..... .. .......... ............ ........... - ........ ..... . .......... ............ '98.273' . ......................... ................ ... .... ... . .... ...... ......................... ........... .......................... .... ............ .......... ........... .... ... .. .. .................. .............. . ............. ..... ...................... ..................... ..... .. ...... ................ ............. ........... ............ - ........................ ............... .... ..... ..... ...... ..... ... .. ............................. ....... ..... .. . .. ... .... . .. .. ........ .. ...... .................. ....... ....... ......... . ..... .... .. ... ........ . ... ...... ...... . .......... ..... . . ... . ..... ........24q.......................... . .. .. .... .............. .......... ............... .................... ........... ....................... - .. .. .. .. .. ........... . ............ 5 .......... ............. .................. .................... ............... .... ..... ... .. ........ . . .. ....... .. ........... ......... ........ ..... ......... .. . ...... .. ..... .. ... ......... .. .......... .......... ... ... ......... ....... ... .. .. ........ ... ........... i .. . ...... . ....... ... ..... .......... ................... .......... ......... .. .. .. ................... - ... ... .............. ........ .. ...... ............ ...... .......... ........... ............. ........... . .......... . .................... ...................... ...... .. ... ... .......... .... ... ... ..................................... .......... . ........... ... ..... ........ ......... ............... .......... . .. ..... .. .. ... .. .... ... ........... .. .. ................ .................... .. .. . ....... .. .... ...... . .. ......................... ............ ............ ....... . .............. ....... ... ........... .............. ... ............ ......... . . ........... .. ....... .... ...... . . . .......... ................. .. ......... 0 ........... ............... ... ............. . .......... .... ...... 1------- . .... .. .............. ............. ....... ............................................. ........................ ...... ......... ...... ........... .................... ...... ....... ..... ......................... ......... ............ ............. ........... ............................. ......... ..... .......... ..................... .......... .................. .. ...................... . .. . ...... ...... ............. .... ... ..... . .... ................. ........... ................. .. .......... ................... ........ .............. .. .... . .. .......... ... . ........ .... ............................... ............ . ...... .......... ... .................. ....... ... ...... ... ..... .. ........................... ......... ....... ....... ................. ................................ ........... . .. ........... ........... . .................... ........ .. .......... .. ........... ........ ..... ... .................. ................ .......... ... ........ ........ ..... . ........ .................. ........... ...... ......... ......... . ..... ............... .............. .. . ............. .. . ... ................... .............. ..... ....... . . ........... ... ..................... . ...... .............. . .. ....... .............. . . .. .. ............... .... . ........... 5 .. ....... ........... ............. . . .... ........ .......................... ... ... .... ........... .... ........... ............. . ..... .. .... ........ ... .. .. .. ............... ............................ ..... .................... ...... ... . ............... ... ... ........ .......... .............. ............... ..... .. .. ................ .. . .. .. ..... ........ .. ..... ... . ............ .. ............... .... . . . . . . . . . . . . . . . . . ............. ........... 71-1-11-1-1-1.11 ..... .. .... ............... ........ STA. -10+21.62 . ... .... ... .. .. ... . ........ . .. ... ... .... ..... ... .. .... ..... .............. . .. ......... .. ............. ...... ... ........... . ... ... ... .... ... .. . ...... ...................... ......... . .. .... - .... .................... ...... . . .. . .. ........... ...................... . .. ... ... .... ........ ... ... ...... ..... ... . . .. . ..... ................... . . . .......... ........ .......... ...... .... .. ... ...... ........... ........ .. .. ....................... .......................... ................... .................................. .. ... . . ...... .... . ...... .... . ........ .. .. ........... ....... ...... ........ .... ...... ..................... . . .......... .......... .......... .. ......... . .. ..... .. ...... . .. ............ INY, .... .. ...... ...... ....... ......................... ........... ............... ..................... ... ............. ........ .. ....... ..... ... ... ... .......... .......... .... ... ............ ... .. ... ... ....... ........... ............ ............... .......... ........ .. .... .... .......... ...... .... ....................... ..... .......... ... .............. .......... .............................. 0 ......... ....... .. ... .............. ..... .. .... .. ......... .... ....... . .......... . ......... ...... . .............. ..... .................. ... ........... ................ - .......... ... ..... .. .. .... ... .......... ........... ......... .. .... . ... .. .. ........ .............. ... ..... .. .............. .. .......... . ...... .......... . . .......... .......... ................ ................. ................. . . .. .......... ...... .......... ............ ... ........... ........... .... .. ... ........... ... .... .. ..... .... ............ ...... ........... ................... ... .. .. .... .. . ....... ............ .......... ........ .. .. .................... ......... .... .. .............. . . ........... ............ . .... ... 5 . ........ .. ........... ......................... .. ......... .. ............ ...... .... ... ........... .... ....................... .. .... .. .. ................ . ........ .. ...... ......... ..... ........ ......... . ........ ........... .. .. ............ .... ....... ..... ..... .... .... .. .................. . .. .... .. .. ... ....... .... ........... .......... 2 ......... ........... ........ .. .............. .......... .. .... .. .. .. ..... .. ... .... ............... ................... .......... ..... ........ ... ............................... .................... .......... .... ........................... ................ ............................. ........... ............ ................ ........... ............ ........... ..... .............. ... ... ..... .. . . ...... .. ..... ..... ........... .......... .. . .......... ............ .............. ................... ....... ................ .................... ............... .............. ... ......................... .. ........ ........ ..... .. ...... ... . . .. ....... ... .. . ........................ .............. . ... .. .. ..... ........... ... ........ ........... ................. .... ............ .......... ..................... .. .... ............... ..... .......................... .. . .. ... .......... .......................... ......... . ... .. ...... ......... . .. ....... ...... ............. ........ .. .... .................... .. ........... .... ....... . ................. .. .. ... ...... ... .... ..................... ............................... ... .... ... ... .............. . ........ ........... ... .. ... ... .............. ... ............. .................... ... ... ...... .. ............... ....... .. 0 ................ .............. ........................ .. ........... . ...... ............. ........ ........ ...... .......... ..... ...... .... ...... . ..... . ............... .......... ...... .... ............ ........... ........ ... .. .............. ........ ............ ..................... ............ ... ....... ............ .............. ............... ...... ........................ .. ........... ....... .... .................. .................. ............................. . ..... ..... .. ........ .... .... ... ............ .................... .......... ...... ... .............. ......... ... ... ....... .. .............. ................. ........ ... ... ... .. .. ........... .......... ........................ . .. ..... .... . ... ............. ............ .... .......... ........ .. ..... .. .... ...... ... .. . .. . ..... ...... ....... .... ... .... ....... . ..... ...... ...... . ............ ............... . ..... ........ ..... ... .................... .. . ... ... .. ............... 5 . .......... ............ . ........ ........ M .. ...... PVC SAN] I ... MtrD ..... .. .. .. ... ............... ............ ........... :2 ............. . . ....... .................................. ................ ............... ... ...... ..... .............................. tx ...... .......... . ... .................... .... . .. .............. ... ..... .. .. ..... ....... .............. IN.V.1111.1 3142.'8,1 ...... ...... .......... .... ......... ................................ ............... . . .......... ... ..... ..... .................. ...... ...... .. ........ .............. ... .. ......... ........ ...... . . .............................. ...... . . .. ................. 6- Ll ..... ................. ................ ........................... ....... ... ..................... ............. .... ...... .. ...... ..... .. .. ... ..... .. ................. 0 n ..... .. .. .......... ................. 1 .......... ... .......... ... 0 ............... ... .... .. ... .... .. .. .......... ... ... ... . . . ....... ..... ........... 't oo ...... - slo .......... ...... .............. ...... ....... .. _C4 ............ .................... ... .... ... ......... . ................................ . ................................ .. .. ........................ (0 ol .................. ............... ............ M .. ..... ......... ...... .... -...!t.?. ... ........... . (0 . ......... ....... .. .. . .. . t ................ .............. ......... ... ..... .......... ........... - + I,- i . ll I I 1 -11 --11.1.1 1--'. + r- ...... ........... . ..... -In ..... ................................ .. . .......... I,- ..... ........ ........... .............. .. ........... ........................ ................... i . .......... .... ......... ......rrJ..... .... . ........... .............. .... + .......... ...... . ...... ............. ........................... .. ................... ................. ..... .. ..... ..... .....1 1-11".....1-1.1 "... 1-1-1-- - --11-1-1-11-T.11 11.1. --.1.1.11-11 . It IN 5 P= ............ .. ... .... .... 0 9 .... . ............... .......... 0 3; .................. . ........ 1.b z........ .. ................ ... ... ... ... ..................... ................ . ... ....... ... ... ... .... ... .. .. ............... ....... ....... .............. ................. ............ ............ ............ ............. ...... ...... . .. . .. .............. . . ...... ..... .. ..... ............... - .. .............. ........................ .. .............. ............. ..................... ............. ... .. 0 1 - > I - 0- Z . V) > .>> Z Z V) l9" .. ...... ....... . V) >>Z... ....... Z ........... .. ..........> V > I Z D ZZ Z V)ZZ 11+00 12+00 13+00 14+00 154 80 10+00 STORM SEWER PROFILE, ST --7 ST -46). Horiz. Scale: 1"=30" 410 405 400 395 390 385 380 375 370 565 360 355 350 345 340 335 330 325 320 00 NOTE: ALL DOWNSPOUTS ARE TO FLOW TO THE FRONT OF THE BUILDINGS TO SO THAT ROOFDRAINS DO NOT OUTFLOW ONTO GRASSED AREAS 381, 38( 37`, 37( 36! 36l 35. 9 10 S 30' SANITARY sl EASEMENT B 342 PO 197 _320 FOREST/OPEN SPAC 4 EASEMENT DITCH 2 Q10 = 3.45 cfs d10 = 0.94' Qcap = 4.10 cfs V2 = 3.85 ft/s S = 0.5% n = 0.03 Lining = EC -2 4.0' 2 Line Na: Inlet ID Dril Area (aa) Inlet Time (min) I Inlet (In1hr) Runoff Coeff (C) [nor 0 (01s) Q Parry (cfs) Q Capt (l Q B.yp tars) Inlet Eff m Curb Len My JMl TYPe, Gutter $100 (ftftt). Gutter Width 00 Cross $I,Sw (ft(ft) Cross Situ (fuft) Gutter Depth 00 Gutter Spread (ft) 1 2 4,47 5.0 5.09 l 8.78 0.00 0,04 2.14 to ... G,P M l 4,00 0.500 l 0.86 -1 02 2 3 0,00 0.0 0.00 OM 0-00 3,65,01 HGL Up (.ft = .373,77 MH Hw Eley{ft} = 314.10 TO Elevation (ft) 370.00 HwID (fil 3 4 .0.00 U 0.00 0.00 0.00 Elev (ft) Profile • MH 4 7 1,26 U 5.69 0.67 4.81 0.00. 4,81 0,00 100 8_00 Curb. Sag 2.00 0.083 0.050. 0.32 5.06. 5, 11. 0.46 5.0 5.69 0.62 1.62 0.00 1.62 0;00 100 Grate Sag 2.00 0.083 Q.050 0.27 3.81 e 12 Q�51 5.0 5,159 0M 2,56 O.QQ Z513 0.00 100 0,QQ Curb Sag 2.00 0.Qi33 l 024 3.43 7 13 012 5,0 5,69 0.90 0161 0,00 0.61 0.00 100 6.00 Curb Sag, 2,00 0.088 uso 0.09 1.11 0 14 0,10 5.0 5.69 0.80 0.46 0.00 0A6 0.00 100 6.00 Curb Sag 2.00 0,083 0,050 0.08 091 9 15 0.00 0.0 0.00 0.00 0.00 MH -1.00 10 16 0,48 5.0 5.69 0.85 2,32. 0.00 2.14 0.18 02 ... Grate 0.050 2.00 0.083 0.020 0.22 4,66 11 5. 0.19. 5.0 5.69 0.35 0.38 0M 0.38 0.00, 100 Grate Sag 2,00 0.083 0.500 0.11 1,60 12 6 0.67 5.0 5.69 0.66 2,52 0,00 2.52 l 100 Grate Sag 2.00 0.083 l 0.34 5.42 13. El 0.00 0.0 0_00 0".00 6.28 .... MH 005. 366M,_4- 14 8 0.08 5:0 5,69 0,74 0;34 OM 0.34 0.00 100 6.00 Curb 0,020 2.00 0,083. 0.020 0.13 1,57 15.9 0.34 5,0 5.60 0,86 1,65 0,01 1,66 01.02 99 Grate 0.050 ZOO 0.083 0.050 0,20 2,04 16 10 1 0.14. 510 1 5.69 0.72 1 0.67 0.00 0,56, oLl 98 6100 Curb 0.050 1 2.00 0,083 0.050 0.13 1.80 1 18 0_86 6.0 5169 0.78 1,60 0.00 1.33 0.27 83 8.00 Curb 0.100 ZOO 0,083 0.020 0.17 2.31 21 19 0,18 U 5.69 036 0,78 0.00 0.76 0.03 97 8.00 Curb 0.100, 2.00 0,083 0.020 0,13 1,58 3 20 0.87 5,0 5.69 0.44 2,18 0,00 2.00 0,18 :92 Grate 0.050 2.00 0.083 0,020 0.22 4,71 CULVERT BELLE MONTE AVE .............. ................. - ....................... ............ ......... . .... Horiz. Scale: 1"=30" Vert. Scale: 1"=10" Q = CIA 385 380 375 370 365 360 355 50 is = 5 min C = 0.50 A = 1.03 AC Ito = 7.1 in/hr Qio = 3.66 cfs STORM SEWER INLET CALCULATIONS (LD 204) HydfatloW l Extel for A�utodes%O AutocAM Qvii 300 by AmtodesK Im Thursday, Dec 22 2016 BELLE MONTE ENTRANCE Invert Eley Dr(ft) 304,00 Cailculations Pipe I-6rigo (ft) 137 0 0 mill fs) 0 (6 0 'Slopq 7 13.5,fs Qmsx (3.66c Invert Elev Up (ft) 373,00 Tailwater Elev (ft) = (dctD)/2 Rise (in) 5h ape, $pan, (in) Circular = 16,0 Highlighted, Qi6tal (of$) 3,66 Nor. Barre)s qpipe. (cfs) = 346 iue0.012 QoVertop (l 0.6a CulvertType = Circular Concrete. Veloc, Dn Ms) 44 Culvert Entrance = Groove end projectin g, (C) Veloc Up (ft1s) 4M Co KM 'Yk 0, QQ45; 2; 0:03117, 0,60, 02 :HbL Din 3,65,01 HGL Up (.ft = .373,77 Embankment Hw Eley{ft} = 314.10 TO Elevation (ft) 370.00 HwID (fil 0.8e 0 Width (ft) = 100= Flow Rociinie = Inlet control Crest.Width(ft) = 70-00 Elev (ft) Profile • Hw Depth (ft} so Stan 5.00 376,00 ---- --- .. ...... . ... 100 374,00 ........ ......... A ....... ... .... ... .......... ......... . - - ------ 1,00 372,00 » 7- Mefl -1.00 7 01) 368.00 -l 7 Z1 - ---- -- 005. 366M,_4- ------- � - - -- ---------- -- 0 .... ..... .......... . ...... . . ... ... .... -1 _ -, 111-:1 � Ir - t . ..... . + .. ...... . ...... .. . ..... . ...... 3 ....... . . . 0.0 10.0 20,0 30.0 40:0 50.0 60:0 70.0. 80-0 90.0 100.0110.0120:0130.0140 0154.0160.0170:0180.0 Reach (ft) loll FIGASANSIVA mic k -MY] V 1 L" No. 33028 d NAL (7 • ilr l! it • • so Stan ROMEO • ilr l! it • • so Stan NOTE: SAEFTY SLABS SHALL BE PROVIDED FOR STRUCTURES HEIGHTS GREATER THAN 12 FEET. SEE SHEET SP15 FOR DETAIL. 1 7 02 Lu 04 395 355 415 .............. 7_ 350 .. ............... .... LO.. ..... .. ... ... .................. ...... .. ........ ........... .............. ............... .. ..................... .............. 415 ................ .......... .. ............ .............. 340 ... ........ .. 0 �:D .0 CN .. ........ Lj ..... ................ ....... .... ... .. ..... . .... . ................................ .... .. .. . ....... ........ . .............. ... . . .. ........ . ..... ............... ............................... .. ................. . . .............. ................. ................. ............ .... . ........ E-4 .-L"J'n .. ......... . . ......... . . ........... . LO ro ...... ..... ................ .. .. .. .... ... ... ... .............................. __K7 uj E-4 Cn 0 315 E .. , u -i C/D . . ............ ...... .. - --------- . . . . . .. ... ca ------ 75 co uj . .. . .. ---------- ..... . .... ...... . ........... ........... - ................. .... .... ... ... ....... ............. ........... ... ............ ................ .. . ...................... . Cf) r U) ------------- ---------- . . .... ........... . ...... ... 1-1 - - .. . .............. - .......... .. ... ... ... . .. , ** , .......... ... .... ..... ...... .................... . . ................ .. ........ .... ... ..... ... - ........ ........... ..... .............. C> ... ........................ I ....... .. .............. ..... ........ .............. .............. ...................... --------- ............. ----------- eE ........... .. 410 .... ...... 00 .. .. .......... ........... ..... .............. ..... ......... ... .................. ..... ... ... . ..... .................... .. ................................. ............. ......... ............. .......................... ........ .... . ................ ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . Lr) to - - - - - - - - - - - - .... .... .... . . . . . . . . . . . . . . .... ... . ... .. . . . . . . . . ......... . ............ ... . . . . . . . .. .... . .......... .. ..... ... . ........... . .......... .. ............ .. ........ ................. . ....... ------- - ----- ---------- - .... .. ...... ... RES -------------- - - - --------- .. ........ ................... ................................ CL - --- ------- .... ... ... . .. ......... .... . ................. .... .... .. . .......... . .... . .... . ..... . ...... ....... .. .... ....... . ...... . . ....... . ..... ---------- . p .. ....... .. (D ............... ..... ...... . -1-111 .. ........... . . .... ... .... . ....... ...... ... ....... ....... .. .......... .... ........... ... ... ... .. .. - - - - - - 1� -------- - - - - - - ............. -- ----- -- - 405 Cr------ ........ .. ......... ............ . . .... ... ... .. ..... .. . ....................... ............... .......... ................ .. .............. .. .... .. .. ... .. ........... ... .. ..... ......... .......... .. . ........... .................. ................ . . . ....... ............ le ... .......... . ............... . .......... ..... ....... ... ......... .... .. ........ ..................... .. .. ..... .... ...... . .... .. ............. ................ I� 380 -------------- - - - -- - - - ........... ......................... . ......... . ........................ ........... 405 .... ........ - .. .......... ..................... ......... .. ................. .......... ............. ..... ...... ..... ... ................. .. ................................... ... ....... . ......... ........ .................. ......... ... .... ... ... ...... .. .. ... ................. . ............. ... .. ........ ..... .... ...... ... ........ .. . .............. ................. .......... ....... ................ ............ ......... ... . ........ ............... .. ... . ......... . ......... .... .................. .................... ... ..... ....... .. .. ........... ... ... ... ........... .. . ..... ... .......... .... ..... . .................... ..... ....... .. V) .................... .. .......... .. .. .................... .. .. .. ........... - . ....... .......... . .. ............ ............ .................... ........... ...... ............. . .................. .......... .............. .......... ............... .... ... ... ... ...... ... .. ... ... L ... .. ... ...... ... ...... ... ...... ................... ... ..................... ... ..... ... .... ............. .. ........ 400 ...... ......... .... ... .......... .......... ... ...... ...... ................ ............. ...... .......... ........... . .. .. ................... ....................... ...... . . ... - ............................ ..... .......... ........................ ................................ ..... .......... ....... ......... ..... ..... .. .. .............................. .... . .. . .. ..... ... ............. ............... .............. .. ......... .............. .... ... _ .......... ........ ........................................... ...... .................. ..... ... ........... ................. .......... ... .. .... .. .. .. ....... ...... .............. : ....... ...... .... ............... ......., . ......... .......... ... . .. ....... . - ... ............ .............. ........ .... .. ........... � .. .. .............. ................ ........... ... ...... .. ........... ............. .... ... ................ .... ... .. ... ... .. ...... ...... .. ............. .... ..... ....... ... ... ... .. ... ... ...... ... ............. ...... .... ... ....................... .. ......... ....... ..... ............. 400 .................. .......... . . ...................... ..... . ..... ..... . ............ ... .. ........................... .......... .... ... ... .... ..... ....... ...... . ..... .. ... ........... ............. ............. . ...... .... ................. ................. ..... ... ........... .. ............. .. ................ . ..... ... ................. ............... ... .... ...... . .... .. .. ................. ............. .................... .......... .......... .... .......... . ... ......... ................... .... ........... ............... ... . ................ .......... ........................................ ............ .... ............. ........... ..... .............. .......... .......... ...................... ......... .. ........... ........... ............................. - ............................ ......PROPOSED..... . ... .. . . ............................... ............. ...... ................ ..................... . . . .......... ........ ......... .... .......... ................................. .. . .. .. ............ ...... . ... .... ... ....... ry .......... ................................. . ........... . .. .. ......... ........... ............... .. ....... .... .. .......... ......... . .. .............. ... ... .. .......... .... ........... . ........... . ..... .... . ..... ................. .. .............. ....................... ...... ................ ............ .... ...... .. ... ... ... ............. . ......................... ..... .. ....... . .................................. ......... .... .................. .......... ...... ................................. ... . ........... ....... .. ... . ............... . ..... - ....................... ..... ........ ...... ..... . ....... ................ .......... ...... . ... .... ............. ... .. - . ............ ..... ...... ... ......... ........ ......... ........... .. ........ . ........... ...... ....... ........ .. .. . ........ .... - .. .......... m ... .......... .. ...... .......... r 395 .... ........ .. ........... . ................. ................. .... ...... ........... . ... ... ................. .... ..... ...... . ........ .. ... ... ... ... ...................... ..... .. ..... ... .... ..... ............ .. ..... ..................... ....... .... .. ...... ........... ........... ................... "In �j .......... .... ...... .. ... . .......... .......... ......... ..... ......... ... .... ..... . ............. ................ ............ .. . ........ .. ....... .. ..... ................. ................. .. . . .......... . .................... . .. ....... . . ........... . ..... ..... . .. ................ ........ ........... .. . ............. . ................. .......... ... ...... ... ......................... ................ . .. ..... ................. ... ........ .. ........ .............. ............ ... ....... . ............. ............... ... . ..... .................................. .............. ......... ....... ...... ..... ............. ............. .. .... ........ .. ........... ..... . ........................ ... ........ ... .. ................... .. ............... ......... ... ... ..... ........... .. .. ...................... ... ...... .... .................................... ............... ...... .. ... . .... . ... .... .. ....... CZ) ......... .. ............... ... .. ........ ...................... ........... ........................ .............. ................. . ..... ................... .... ...... ... ... ... ...... ... ......... ................ .......... ..... ....................... ............................ ........................ . ............. ................. ............. ................. . ... .... ... ...... ...... ... ......... .. .............. . ........ . ... ... ... ... . ......... __ ........... . ... ....... .... ........ ': ....................... . .. ....... ... ...... .... ........... . ... ......... _ ............. ........................................... .... ... ............. ...... ............. ......... ... .. ......... .................. ... .......... ... .... ....................... .......... . ....... .. ... ............. ... .. .... ...... 11.1-11-1-11 ............. ............ .. .... ............. ........... .. .. .. ... ........... .............................................. ... ........ . .. .... .. . ......................... . .. .... ........................ . ..................... . 390 ................. ............ ...... ..... ........ .. ......... . ....... ...... ......... ....... ........ ......... ........................ .............. ....... ....... ...... . .... .. ...... .................. ..... ...... ... ... .. ... ... ... ................... .......... . ........... .... .. ..... ................... . ...... ...................... .. ................. ....... .. .. . ............... ....... .................... ............................ .... ... ... ........... . ..... ... ............. .......... . .. .. ....... . .. .... - . ... ....... . .. .......... .. ........................... ............ .................. - - -- --------- . . . . .................. .......... ... ... ..... ....... ... ....... .. ..... .......... ...... ............. 390 . ........ ............ . ......................... ......... ..... .............. . . . ......... .. .. .. ........... .............. ............... . . ........ .............. ............. ........................ ......... _ .......... ... ............ .................... .... .... ................................. .......... ........... ........... ............ ................ ... ........... ..... ..... ........ ..... ............. ........... ......... ... ......... ... ................... ... . ............. ..... . ....... .......... .............. .. .. ............... ... ... ... . ...... ................ .. ....... .... ....... ... ... .. ... ... ... ... .. .. . .. ... ... . . ........... ..... ........ . ..... .................. .......... ......... ....... .. ..... .. ... .... . ... . ................. ........... .. . ......... . ......... ........... ........... ............. ...... .. ........... . .... ....................... ......... .. ... .... .. ................ . ..... ................ ................ ......... .... ..... ... ....... . ..... ............ .. ........ ..... ... ......... ............. ........... ................. .. .............. ......... ................. ... .. .... ...... 2 , R OPOS.E]1=1'. ... ....... ..... ........... ........... .............. ............ . .. ......... ..... ....... ............ ........... .... ...... ...... . ........... ................. - ........... . ... .... ........ ........ .... ................. ....... .............. ....................... ..... .. . ...... .... ......... .. .......... .......................... ................... ........... .......................... ... ........ -.1.1 .................... . .. ... ... .. ...... .......... ............... ....... ......... ....... .... .. ... .. . ........... .......... .................... ....... ...... ........... ... ... ... ........ - ..... ........ ._ ........... .. ........... .. ..... .................. ................................ .. ........ ...... ..... ..... ....... . .............. ......... . .. . ......... ... ... ... ... ... ............................. . GRADE ............... .......... ................... - ............ ................ .............. ............... . ........... ..... ........ ......... ...... ... ................ ................................. . . ...... 385 ............. .. .. .. ... . ........ . 355 A I` A 4 SAINI LAT '1ERAL 385 ............ . ......... .. ........... ........ ............ ............ ............. ................ .......... ............. .......... .......... .......... ..... ........ .. .. .. . . ..... ..... ............ ...... . .... ...... .. ..................... U U- ............ ..... ........................... ........... ........ .. .1 .......... ... ... ........ .... ..... ..... ......... ............ ............ .............. . ............... ... .... ......... .............. .......... .. ..... ........ .. ............. STA.=12+00 02 A .. ................ ........... ............... ... ....... .. ........ ............... ..... .............. ....... ......... ...... ... .................................. ............ .............. L ........... . ....... .................... . ..... INV ........... .... ... .. ... .......... ................ f ........... ............................... ...... ........ ........ ...... .................... ....... . .. . .............. . .......... .. . ....... ..... .. ........... ........................... .......... ................... ............. ... .......... ...... ..... .... .... .. .... ............... .......... ... .............. ......................... . ....... .. ............................ ......... ... ... .. ... .... ................ ... ............ ........ .. ..... ......' .... ....... .. ................. ................. .......... . .............. ...... ..................... ................... ............ ........... ..................... ...... . .... .. . ...... ..................... .......... ... . ..... ............... .... .... ..... ..... ----------............ ...................... _ .. ....... ................. .. ........... .......... 4' SAN LATERAL 380 . ..... ....................... .. ........ .............. . ..... .... ........ .......... ................. ............... ................. . ................... ..... ......... .. .......... .. ........... -67 ��STA-=12+uu INV.� ............ ....... ...... ..... .... .......... .. .......... .......... ............. ... ............... ..... . .................. ........... BUILDING 46 .......... . ........... .................... 345 ................... .......... 380 . ....... .. .. .. .... ... ...... .. ....... ................. .... ....................... ...................... .. .. ........ ... ...................... .......................... .. .... ... ... ... ....... . .......................... .. .. .. .. ..... ............................................... . ........................................... ... ....... ............ .. . ............. .............. ........ .......... .... ......... ... .. ....... .. - ...... .............. ................. . ..... ....... .... . ................... ... .. ....... SAW LAE, RAL.- .......... ..... ..... . ... ... .. .. ..... ............................... .. .... .. .......... .. .......... ............... ....... ........... .. ........ ......... ............ 4. 'Dim. ................ I ... ..................... ............................ ....... .... .................. .... ....... ... .............. ... .. ... .. ... .... .. - .......... ..... ............. .... ............ ............... . ............ .... ............. ............................. ...... ... .............. ............ ................. . ... .. .. ......... ....... ...... ............... ............ .............. ..... ... . .. .................. .................... ............ ......... . . .. ..... ............. ..... ..... ...... ......... ........ ..................... . . ........ ..... ....... .. ... .. ................... - ....... .............. .................. .......... ... .................. .......... .. ......... ..... .......... ..... ...... ....... .. .... ............ _ ........... .............. ........... ............ . .............. ..... ..... .......... ........ .. ................ ............ ...... . ... . ........... ... . .... .. ..... ....... ... ........... ... ... .. ...... .. ... ...... ............ 375 .................. . - 340 ... .. ........ .......... .............. ..... ....... .............. ......... ............. I .......... ............. . ........... ........................................... ................ ...... .. ... ............ ............. .......... .......... ........ .... .... ... ... ... ... .. .................... . .............. 5+2101 .. .... . .. ..... ... ......... - 47.41 375 .............. . 77-69' 1 8L�! ........................... ..... ..... ".,_ .... .... ............ ................ . ............. .............. .. ........... ............. .. .. .. .... j -A 12+�� 61-j I . � . .. ... ...... ... ..... ... . ...... .... .. . .. ........ .. ................. ... ... ................ ....... ..... ............................. . ..... ... ............. .. ................... ........ . ..... .. . ............... .. ....... ... ..................... .. ..... ..... . ............. .. ................. Z- ............ ............. INV.=,)dZ.UU ................. .. . ........ ... ..................... ......... ...... ........ ... .................. . ....... .... ... . .. . ............... ..... ... ... ...... ........ ... ... .. ... 139"58'.— 15-� !HDPE 0 5,55�, ........... .......... ...................................... ..... ... ... ...................... .. ................................. ........... .......... ......................... .......... . ......... . .................. . ...... .......... ..... ....... . . ... .. ............... ........ .. .. ....................... ..... . . ........... ...... .... .......... ................. .............................. ... ... ... ....... - ..... ........ ........... ............................ ............ ......... .......................... .............. ..... ... .......... ...... .. ..... ............. ....................... ..... ..... ..... ................... .................. ... ........... ...... ........ ........................... .. ... ... . ... ....... .. ... ... .... ..... ................ .......................................... ..... ..... .... ..... .. ...................... . .............................. ........... ................. .......... ............ ..... ............ . .............. ...... ... ... ... - . ................ . .... ... ...... .. . .. ........ ............. .. ................. ..... .......... ........... .. .. ....... .... ....... ........ ..... ....... ... ..................... ........... .. ... . .. .... ...... ... .. .... ............... .. .. ... .......... "I ............... . . ......... ................ ......... .... ... ... ............. .......... V ..... ..... .. .... .. ... .... .. . ...... ....... ........... .... .. ..... ..... ............. ........................... . ...... ....................... ............. ..... .. ....................... ... ............... ................... ............................................ . ............... ... .. ........ ........... ........................ ... ......... ............... ... .. ..... ....... ... ..... .. . ..... ........... .. .................... .............................. ..... ....... ..... .. - ....... ........ ....... ........................... ... ...... .. .... .. ... ... .... ... ........................ ................. .............. .. ........... .... ...... ..... .. .. .. ........... ..... . ........ ...... ... .... ............... .. ... ........ ....... ....... .......... ........... .................. ... ..................... ............... ..... ... . ........ .......... ... ................. ... ............. ........... ... .... ............. . .... ........ .............. .... ... .......... .. .............. . .......... .... ..... ....... .. .. .. ........... EyjST1NG.-,GRADE ................. ............................... ................ .......... .. ........................ .... .. .. ............. ....................... ... .......... . ... ............. .. . .... . ....... ... ............. ... .......... .. .. . ..... ........ ....... ........... ........... .......... ................ .......... .......... ......... ... 330 . .. ... ................... ..... ...... ................................... .. ........ ... - ............. ............ ... - .. .................... . ... ... . .. ........... .. .. .......................... ........... .. .............................. ............. ........ ......... .............. ...... 370 .......... . . .... ................ .................... ................... ...................... ... ... ... ... .. .......... ....................... ... ... ... ..... .... .. ..... .. .. .. ..... .. .. ... ........ .... ..................... ..... ...................... ..... ..... . .. ......... ............... .............. ..... .......... ..................... ............ ......... .. ..... . ............. ........ ........ ..... .......... ........................... ... ....... . ...... .... ........ ............ ............... ............ ... .... .. .. ........... ..... ... ........ .... ... ...................... .......... ........... .......... ........................ ... .................... - .. .... ........... ....... ... .................. . .......... . .......... ..... ...... ................. .......... .............. ......................... ... . .... ... . . ....... . ... ............ 325 . .. ... ..... 370 ... .... .... .. .... .. . .. .... . .................. ........... ... .. ............................. ............... . ............................ . ............. ..................... - .......................... ......... . . ..... . . .................... - ............. .. ........... - . ... .............. .............. .. ........ .. ........... .......... . ........................ .............. .......... . .. ............................... ............. .............. ........ . .. ...... ........... .......... .................... .......... - .... ........... ............... . ........... . .. ........... - ... ............ ............ ... ..... ............. ............... ........... ... ....... ........ ............ . ............. ............... ....................................... ... ... ..... ... - .................... - ........... - .. ...... ....... ... ... ................. .............. ...... ....... ... ............ .. ...... .... ......... .. ............... .. ................. ................ . ..... '. ................ ............... . .... .......... .......... ... ..... ................ ................... ......... ........... ........... ... ...... ... ... ............................... ... . ... .. ... .. .. ... .................. ......... . ...... ................. ............ ............... ..................... ... ..................... .... . ........... ... .............. .. ........ .. .... . ........ .. ........ .. ... . ............ ..................... ... . .. .. ..... ..................... .... .. .. ..... .. ........................ .............. - ....... ................... ....................... .. .. ..... ......... ...... .......................... .......... ..... ..... ....... ... .. .. ... .. .. .... .. .. . .. ... ............ ... .. ....... .... ...... ... .. .... .............. ....................... ....... ............ .... ............................ .......... ............ ................. . .. ........ ... .......... ............. .. .. 0- 0 ......... . .... ..... ... .............. .......... ....................... ... ....... ................................. 365 ....................... ............... . .. .... ...... .............. ........... ............ ................... ....... ........... ............ ...... ... ................. .............. ....... .................. . ... ...... ....... .... ........ .................... ............ .. .............. ........... .................... ............... ...... .. ...... ... .................... . .......... ........ .. .. .............. .......... . ............... .... ................. ............. ............. ... ......... .. ...... ..... .. . .. .............. .............. .... ... A" - w . .. .... ...... ... ..... ....... ... ......... ... ....... ..... ........ ................ . .. .. .......... ............... ........ ....... .. . ..... .... .... ... .. ..... .. .......... ................................. ............ .. ...... .................... .. .......... . ............ ...... .......... . .................... ................ ........ ..... ..................... ............. ............... ................ ... ........................... ........... . .. .... ............. ..... .............................. ................... ... .. ... ...................... . .. .... .................................... ...... ........ . .... . ....... ................................ ... ... ....... .. --- .......... � ............. .... ...... .......... .. ......... .... . .............. 365 315 0. e-% e-, ............... ... ... .... .................. ..... ............. . ....................... ....... .. . . ................. ... ........ ......... ... .. ....... . .. ............ ...................... .. ............ ........... ........... ..... . ............... .. ..... . ... ....... .......... ................... ..... . ..... ....... LO n ......... ........................ .. 14) ....... ...... ... .... . . ........... . ...... .. .............. .... ............ ..... CY_ . .... ..... ... .............. - ........... ............... ........ ..... ........................... ........... _ ........... ...... - ................................ __ .... ............ .. ........... . .. ........ ...................... ............ .. .. .... ................ ..... .. ... .............. ........... ...... .... .. . ........ ........ ... .. . .. ... .... ..... . ........ .... .. ............ ........ ... ...... - .............. ... ... ... .. ................................ ... ....... ............. .............. . ................ ....... .. .. .. ... . ....... .......... ............ ... .......... .. ..... .. ........... - ....... ........... .................. ...... "... ................. 11-11,11-111111 ............ / . ... ... .... ... ................. . ___ ... .. .. ...... .... .......... .......... ..... ........ .......... ... .. - ........ ..... .................... ........... .. .. .......................... ....... . ............ ................... ............................ ......... .... ............... ............. . .. ................ ........... ... ... ... ... ...... .................... .......... .............. ... ...... ..... ............................ ... ... ... .. ....... . ......... .. 310 ....... . ... ............. . ... ......... .................... .... ....... ..... ............... .............. ............ ........... .... ... ......... ............. ... .. .......... ............. ............ . .. ... . ..... .. ... ... .......... 4" LATERAL .......... /.r ...... .... ... ..... .. .. . ............ .. ................ .................. ........... ................... ......... ...... ..... .... .. ... ...... ..... ... ............ .......... . .... ... ... .. .... ........................... ......... ........ ......... ..................... -- .. ... . .... .. ... ... ... ........... 360 ... ......... .... .. ............................ .............. .......................... ............ . . ..... . . .......... .................... ... ............ .... .. .. ................... ............ .. .............. ..... ........... .......... ...... .............. ............. .. ......... ......... . ... .. ..... .. ... ........ .0 > ........ ............. . ................... . .......... ........... ....... . .......... ........... > > > .............. > ........................... .............. ........... .... ........ ......... . ............. . ..... < . —PROMDE CONC. ANCHORS .................. ................. ......... .......... . > 360 ..................... ........................ ........... ............. ..... .. ........... .. ..... ........ ..... . ... .... .. ................ .. .... .. .. ... ...... ........... ............... .. ................... .... .. . ...................... . . ........ ................... .. .. ..... . . ........ ..... ..... ......... .... ... ............... . ... ....... . ....... . ....... .. ... .................. . .. .. ... . .................... S TX =1 3+ 28.36 11 NW 3. .. ... ................ ... .... 9 11+00 .......... .... ...... ................... .................. 5 .................. ................... . ...... ......... ...... ........... ..... ............... ... ........................... .. . ........................... - . ......... ........... ........... ..... ........ .. .... ... ....... 14+00 144 .......... ........... .......... ..... ..... .......... ......... ........ ....................... ......... ... ..... . ...... ... .. . ..... ........... .... ... ............. ... .... ......................... ...................... . ..... 6" WATERLINE .4.814 ................ . . .. ...... . ..... ..................... ..... ....... ... . ... .................. ............. ...... .... .............. ............. . ... .. .......................... ........... ............. . ... ..... ........... .. ............. .. . ... ... ......... ........... .................. - .......... 355 .......... ................. ......... ... ... ... ............ ........... ................ ....... ....... ... ...... ..... .. .. ..... ...... ... ........... ........... ... . ............. .......... -34-00 ag . ...... ........ ... .... . ........ ................. .. ............. .................. ... ......................................... ........... ... .. .. .. ............ .......... ................. .. 355 ............ ... ... ................... ..................... ........................... .............. TIN( EXI AT .j I—— ........... ............. .. .......................... ....... .... . ............... ij .... ...... ........... .. .. .................. - ............. .......... ................... .......... ........... .. ............................. ................. ................ TA 11+35.93 REQUIRE A -TEST .......... — - -------- - - ... ........... .............. .. ............. ......... ...... ...... ....... ................ ........................ . .......... ........................ ................ .......... .............. - .. ........ ............................ .... ............ .......... .. .. ........................ ................ ................ .......... .... .......... ............ FOR 'ACTUAL DEPTK� AUMT1.*-' .......... ..... .. ........ .. ..... .. .............. ..... .................. ............... ............. .... . ........... .... ...... ........... .. ... .. .................. .......... .. ...... ..... . .. ........ .. ........ .. ........ PI ?OVIDE CONC: .............. .. ...... ... .... ........ .. ....... .......... .. .... ... ... .................... ...................... . . . ....... ..... ..................... ........... . .................. .......................... 350 ....................................... ... ............. ..... . .... 91fORM Mff- (Z I lt� 1) 1: T A I I P I R ... ..... ... ....... .......... 350 .......................... ............ ....... ........ ... ....... ... ............ .......... ............. .......... SEPARA 3EWER AceORDINGLY. ...... ..... n BETWEEN SA NITARY N . ... ....... ..... ....... ... ... ............. - .... ... ....... .. ... ............... -.1.1-1- ... ............ .... ............. ........... .................... ..... ........... ........................ I'll .................. ..... ....... 1 2' . ... .. ............ .......... . ............................ .... ..... .... .. .... .......................................... ........ ............. . - ........ ... ... .. ....... ... .. ... ... .. ............... . ... ..... .. .. .... .... . .......... .. .................. . ..... ... ... ........ ........................ .. ......... .... ........... ... ..... ... .... .. .......... ............. .... . ............. ........ . .... ............ .... . ..... ... ... ............... ............... ....................... ........... ........ .......... ... ... ... ........... ..... ................. 40 STORM .. SEWER IS 1 ..... . ... ... ................ .................... .... ......... ..... . . .......... .. ................ ............ .......... ....................... ............ 345 ............... .. ....... ... .................................. ............... .................... ... ..... ............ .. ................. ... ... ..... ........ .......... ..... ..... ... .. .......... .......... ... ... ... . . .......... ...... .... ............... . . .... .. ............. ............... ................ ............ ................. - .... ......... ... .. ................... ............. ......................... ... ... . .......... .... ........ .................... ................... .. .... .. .............. ........... ..................... ................ 345 .......... ............ ............................... ...... ................................ . ............. .......................... ..... ..... . ... ............... ........... ............. ............. .......... ............. ..... ................ ................... ..... ............... ... .................... ........... .. . .... .... ......... ...... ... ...... .......................... 30.' SANITARY, SEWER .......... .................. - ............................ . . ... ...... ................. . ... .. .... .. .. ... ........... ..... ........... .... ............. ............... .. ............ ................. ........ ... .............. ............... ............. .... ... .............. ....... ... ..... ........... .. ....... ... . - ........... ... ..................... - . ..... .......................... . . ........ .. ... ........ . .... .......................... ..... .... .. .... ...... STA 11+nWALL REQUIRL.A... 7EST. .... .... ... .... .................... ... .... ... ... .. APPROXIMATE DEPTH. .... ............. ..... ................................ .......... ..... ...... ..... .. . ...... ....... .. . ... ..... ... .. ..... .......................................................... ...... ........ .......... ......... . ..... .. ..... .. ... .... .............. ........ .. ..... . ........... . ....... .. .. .... ............. - ............. . ... .. .. ..... .. .. ... ... ... .. .. ....... ........... ................ .................... .......... . ..... ..... .. ........ ................ ..... .. ... ................. ............ . ..... ' ................. . .. ... .................. ............. ... ... ... ........... ............ .... ................ 340 ... ....... ............. r) I r D TLI A rl 11 WT A A `TJJAL DE T1 LIJ .............. . ......... 34 0 .. . ...................... . .......... ..................... .. ... .. w1% n,;., I nLj Vv -_Ip I SEWER.....ACCORDINGLY ............. MAN '.1 UI- 0 WAItKUNt STA,=14�a§s.j ..... ........ ........... ............ . . . ........ ..... ........... 1 ]_._ . . .............................. ....... ........... ..................... ................. .......................... . ............ .............. ... ...... ...... .. ........... _' ........... .......... .... ......... ........... ........... ............. ..... _ ... .... ........... ...... ..... ........................ .... .. .. ..... ............. ........................ - . ..... .............. ..... ....... ...... .... ............ . . ............ .. . ................................... ........... - ............. ........... .................. ........... ........... . ...................... ................ ............ _-SEPARATIOW BETWEEN - SANITARY MAIN INV -320.28 1 N5� J1, ., .. ........................ ... ......... . ........... .. ..... ..... ..... .. .... ........ ............... ........ ..... ............ ........ . ............ ............... ...... ... . ............. ..... . ..... - ........... ............... ......................... ................ .......... ........... ... .. .. .. ............ ' ............ ................. ............................ ...... ...... .. ................ .. .......... ............ ............. ............ ........... .................... .. ... .. .. . .. .. ............. ...... ... ... .... 335 ........... OV 335 ........... ........ ..... ......... ......... ... . ....... . ......... .......... ............ ............ ............ .. ... ..... - ..................... .......... d9_1 ? . .. ....................... ...................... .............. ..... . ..... . . ..... .... ....... ... ......... ... ... ... .......... .. ... ......... ... .......... ............. ................... ............ -- .............. . . ... .. ... ......................... ....... . .. ... ... .................. ................... I "' ' 111.1.111. 11 .............. 1 - q� . "r � .", .1.1-11.1.1 -11 ....................... ...... ..... .. ..... ............. ........ ........... ... .................... ............. ... ......... . ......... .................. ...... . .................... .. ............ .................. ...... .... ... ....... .... ...... ........................ ............ ............... .... . .. .................. .. ... ................ .. ......... ........... .......... . ....... . ......... . ... .......... .......... ... ............... .... .............. .......... . ..... ..... - .......... ...................... ..... .. .. .. .............. .......... - .......... ...... ..... ......... ..... ....... .. .. ........... ..... ....... ... . ... .... . ..... ...................... .. ... ................ ........... ............. .......... .............................. .. ............ .......... - ... .......... . ........ . .... .... ... ........... .............. ...... . .......... . .......... . ...... ............... ............... . ................ .............. ..................... ...... .. .. - ...... .. ... ..... . .. ... .. ........ ....................... .................... ..... .......... 330 PROVIDE eOl I CHO RS 330 ............ . ...... ...................... . ............. ................ __ ___ �, SEE..DETAIL SP15 -11--l.., . -.1-I.-.1.1 I.. �. 1. . 1.. .1---..1-- 4 .. - � - .. - - - , - �, . . ......... - ................ .. .......... ................ ............. .. .............. . ..... ....................... .... ............ ... .. .. .... .. .. .......... ......... ..... ...... ....... . ............... ........... . ............ ........... .......... ............... ...... .. .................. ............ . ....... . ............. ........ .. ............... .. .................. .......... ... .. EE710 ............. ............ ... .......... ............. ........................ ................... ........... ....... ............................... ...... .. ... .. ..... .. ... ...................... .. .......... ...... .. ..................... .......... ............ � ... .. ... .... . ........... ... . .... .... . . ........ .... .. .. . .. .. ........ ...... ...... ... 7 . ......... ....... ............ ........................... ...... ...... ... .... .. .. .......... .......... . .. .. ........... .... ........ ... .. . . . ..... ..... ........ ....... ....... ....... .. ......... .. .. .... ..... .. . .. ...... .. .. .......... ............................. .. ... .. ..... .... . . .......... 325 ........ .. . ..................... .......... ... ................. ....... ....... ............. ... .... . .. ........... . ... ...... . .. ..... ............. ........... ._ ... ....... ..................... .. .. . ... .......... . .. ......... .. .......... ... ... ... .... .. ... .................. - ............... ............ . - ..... ............... . ...... . . ...... ............. 325 .......... ................ ... ........... .. _/ ........... 8" SANITARY .................. .... ............. ..................... . .. . ...... ........... ............. ................... ......... .... ..... ..... . ........... ...... . ... .................... . ............... .. ... ........... ................. ...... .... ........... ....... . .......... . .. .... .... ................. ... ......... . ................ .. .... ..... ............. .. .............. ............ ...... .. ............. .......... .. . .... . ....... . ............... ....................... . . .. .......... .. ..... ................... ��STA 11 +70. .......... ............ .......... . ....... : -... . ........ . .............. .... ..... ..... ......... .... ............. ....... ........... .......... ... ... ... ..... .... .............. ... ... .......... ............. ............ ............ 320 ......... .. . ....... .. .. ..... .... ............. .......... .................. . ............. . ........ . ........ .................. .. .......... IN V.=318.11 . ................ .......... . . ......... ........ ........ ....... , .. ........... ............................. .............. ........... . ..... .. ........... . ........... .............. .. .............. . ........... ... ........ ................. .......... ...................................... ..... ..... ... ..... .................................... ........... ........ .... ..... . ........... ............ ... .. .. ... ... .... 320 152,05, 24" HDPE 0 117% ........... ....... .. .. .. . . ................. ... . .................... ................ ... .. ........... .......... .... ......... . ................... . .......... ... .......... .. .... ........ ............................. ................................... . ..... . ........ .......... ................. ............................................ ........... ................. .............. .......... ... .... ... ................................... . . ..... ...... .. ... ........... . ..... T Z- - �R OVIDE CONC. ANCHORSI ........... ...... .......... ....... ........ ...... ......... ........................ .. ... ......... ............ . ............ .... .. .... .... ... ... .......... ............ .. .. .... ... ............. ........ .. .... .............. .... . . ..... .................... . ...... .................... ............... ...... ..... .... ... ..... . ... .. .................. ..... ........... .......... ............................. SEE. DETAIL . ....... ........... ......... .. . .. ............. ... ................ ... .... ... ...... ....... ............ . ........... ... ..... ........ . ......................... .. ....... .. ... .. .... ... .. ... ...... ........ .. ... - ..... ..... ........... ............ ............. . ............ . 315 315 .. ............ .................... ........... .. ........ .......... .. ... .. ..... . ... .... . .. .... ... . .. ..... .............................. ..... .. .. .. . 0 ........... .. ....... .... .. * .......... C . .................. .. .. .... ........ .. ... .... ... .. .... ................... .............. ...... .. .. .. ..... ...... . . ....... .......... F . ... .5..�....REQUIRED. S PARA.T.10�.. : . ..... .. . ..... . ........ .......... .. .................... ..... .... ........... ... , ......... .... .. . ..... ............. ................ .. ............ . ........... . .. ........ ... ... ........... . ........ ......... .. ............................. ........ .. . .................. .... . . . LA - .............. ........... .................... ................................. . . ........... .... ...... ... .. .. .. . . ..... .............. ...................... 310 ........ ... ... .. . ...... e I RWSA' 30" SAU SEWER'MAIN AND Q AY ........ .. ........ ....... .... .......... - .. ........ ............................. .. ........... ... ............. ... ............... ...... ... .......... ... ....... ........... --. ..... ..... . ............ .. . ... . ........ ... ... ... ... ... .............. ............................. -;-� . ........... 310 JR� 5 '24!t''PROPOSED HDPE 'STORM ............. -��SANITARY SEWER - .......... !;3 ... r- LO ........... ........... ................ ...... .... .. .. ... .. .. ........ ... ........ .... ... .. ... .. .... .......... U-) ........... ............ n ro� . ............. 11.11 1 _ ........... ............... ............... ........... ......................... ................ .. . ............ .. ... ........ ............... ......... ... .. ... ...................... . . .. .... .. ...... .. .. .. ............. .. .......... .. ......... ............. .......... ..... . .. ....... .. ... .. ......... ........... ....... ...... . + ... .. .. ... .. .... . ... ... .... .. .............................. ......... .. ................ ................... ........... ....... ... -STA_=11+07. 6,91 . .... ..... ............... ........... .................. + . ........ ...... . .. ................ ........ ........... .. ..... .. ... 1- . .. .... u') ... . ........... LO 0) . ........... JI.- ... .. ............ .. . .. ... ..... .... ..... ....................... - ....... ... - ................ .. ...... ... . . .. ... ... . ..... ...................... 305 if ................... . .. ............ ..... ... .. ....... .... "...."IN V.=31 1 �47 .. .. ........ . ...... ........... .................. . ... ........................... ...... .......... ............ ..... .. ..... ................ .......... ............. . ..... ........... .... ............... t=-4 11 .............. ... . ..... ... . ...... ........ .. .. ....... .......... ..... . ..... 305 .............. ... ........ . ..... . . z .. ........ .......... .......... . ...... ........................... ................. - ........................ If 0 Z ........ ..... . . ...... ... .......... . . ...... .. ... ........... .... .... .. ... . ....... .. .............. .......................... .. ............ ... ....................... . . .................... .. ... ... ................. .............. ..... . .................. ... . ..... ...... .. .... ... ............... .. . ... .. .... . .. ................... ... ............ 5 K z ........ .. ... II._0 M ........ .... .. ..... .. ..... ..... ................. ..... ....... ................. ......................... .. .............. ......... .... ............ .. .. .................. ........... .. ... .... .. .... ..... .. ..... .............................. ..... ... ............. .................. ....................... ...................... ............ 300. ... .... .... 7-1 V) . ..... ...... .. ... . .. ... . ................ ....... ...... ... ... ............... ... ... ......... ... .... ... ................... ........ ... .......... . ..... .. ............ z z ........ ...... .......... .......... '. z m z ..... ... .... ....... . .. . ............ ................ ............. ..... ......... U) > > .... ... Z''Z . .. ..... .... ... .. ... ............ .. ..... .. ......................... U) ........... U) ............ . ..... ...... ............. ... ........... ... ........... . ..... ..... .......... ............. .. ........ .............. ........ . . ............. .... ...... ............................. .... .... . ... .. .... .............. ... U) 300 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17 + 00 17 - - 15 NOTE: SAEFTY SLABS SHALL BE PROVIDED FOR STRUCTURES HEIGHTS GREATER THAN 12 FEET. SEE SHEET SP15 FOR DETAIL. 395 390 38.5 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 STORM SEWER PROFILE (ST -4 ST -10) 305 Horiz. Scale: 50 Vert. Scale: 1"=10" STORM SEWER PROFILE (ST -1 -> ST -Ell Horiz. Scale: 1"=30" Vert. Scale: 1"=10" 355 350 345 340 335 330 325 320 315 310 9_1 (17> n18 n19 Wke 4 7 --------------- Lu 395 355 .............. 7_ 350 .. ............... .... LO.. ..... .. ... ... .................. ...... .. ........ ........... .............. ............... .. ..................... .............. ............ .. ................................. ............ ....... ................ .......... .. ............ .............. 340 .. . . . . --------- - 0 �:D CN .. ........ Lj ..... ................ ....... .... ... .. ..... . .... . ................................ .... .. .. . ....... ........ . .............. ... . ............... ............................... .. ................. . . .............. ................. ................. ............ .... . ........ E-4 .-L"J'n .. ......... ..... ...... ............ .......... .......................... . ....... ....... 390 C() ro ...... ..... ................ .. .. .. .... ... ... ... .............................. __K7 320 E-4 Cn 0 315 E .. , C/D 23;92V` -A 5� - - ... ............... ------ 75 co uj . .. . .. ......... .. ............ ........... ........... - ................. .... .... ... ... ....... ............. ........... ... ............ ................ .. . ...................... . Cf) r U) ------------- ................... .......... .. �.. I— - .. .... ......... ..................................... 1-1 - - .. . .............. - .......... .. ... ... ... . .. , ** , .......... ..... ..... ...... .................... . . ................ .. ........ .... ... ..... ... - ........ ........... ..... .............. C> ... ........................ I ....... .. .............. ..... ........ .............. .............. ...................... ........... ............. 385 ..... .......... ..... ................. .... . ...... 0 .... ...... 00 .. .. .......... ........... ..... .............. ..... ......... ... .................. ..... ... ... . ..... .................... .. ................................. ............. ......... ............. .......................... ........ .... . ................ ............... ..... .... . . ........ ................ . ................ ....... ..... ... ..... ...... ... .. ............ . Lr) to ------------ ........... ......... .... .... .... .. .. ...... ......... . ............ ... . . . . . . . .. .... . .......... .. ..... ... . ........... Ao . .. . ................ ............ ............... .. ........ ................... ................................ ..... ...... .... ... ... . .. ......... .... . ........................... ............ ... ..... ......... .............. ............... . ..... . .. ........... . .............. ...... ... ....... ....... .. .......... .... ........... ... ... ... .. .. ........ .. ................. . ............... . ............. .. .......... .. .. .... . Cr------ ........ .. ......... ............ . . .... ... ... .. ..... .. . ....................... ............... .......... ................ .. .............. .. .... .. .. ... .. ........... ... .. ..... ......... .......... .. . ........... .................. ................ . . . ....... ............ le ... .......... . ............... . .......... ..... ....... ... ......... .... .. ........ ..................... .. .. ..... .... ...... . .... .. ............. ................ ................. ..... ......................... 380 .. ..... .. .... . ............... .. ........................... ........... ......................... . ......... . ........................ ........... . .... ........ - .. .......... .......... . .......... ..... .... ...... ... ........ .. . .............. ................ ........ ..... ... ..... . - . ............................ . ............ ........... .. ... .... ... ... ...... .. ............. V) ��j ....... .... .................. ...... ... ... ............. .................. ............... ... ...... ......... .... ............. .......... ..... ... .... ... .......... .. ................... .. ............ ................................ ...... .... ...... ..... ...................... ... . .... .. .... ..................... ... ..... ... .... ............. .. ........ ... < ......................................... . uj ............. . .. ... ...... . . ... - ................. ..... .......... ........................ ................................ ..... .......... ....... ......... ..... ..... .. .. .............................. .... .......... .............. . .................... .............. . ...................... ... ... .. .... ........... .............. ...... . ................. ............................ ......... ...... . .. ............... ... ... ... ..... ........ .. ..... ... ........... ................. ........... .. ................. ............ . ..... ........... . ....... .. .. . ....... .......... .......... ..... ........... . .......... . ............ ... . .. ..... 375 . ....... ......... .......... ............... ........... ..... .............. ....... ... .......................... ....... ... ............. ........... ................. ....................... .............. ..................... . ....... . ry .. ... ..... ..... ...................... ....... ..... ....... .......... . ................ .. ......... ...... ............................... .................. ............ . ............. ... .......... ...... ...... . ...... ...... ... ........... .. . ................................ ........ . . ....... .... .. .... ... ........... ...... .. ... . . .. ................. - .............. . ..... ........... .. ........ . ........... ...... ....... 370 . ..... ..... ... ................. .... ...... ........... . ... ... ..... ...... .. ... ... ... ... ...................... ..... .. ..... ... .... ..... ............ .. ..... ..................... ....... .... .. ...... ........... ........... ................... .......... ......... . OSED ......... ... .... ..... . ............. ................ ............ .. . ........ .. ....... .. ..... ................. ............. . ........... ......... .... ............. . ... ............. . ......... ...... ........... ...................... .......... GRA )E .... .. ............ ....... .... . ........................... 365 .......................... . . ..... ......... ......... .. ........... ........... ............. ................ .. ... . ............ ................... ... ....................... ............................ ........................ . ............. ............... .... ...... ................ .. . ....... ................. ........... ............ .. .... ...... ......... ...... ....................... ....... ................................. . .... ... ............. ...... .. . .................... .. .. .................... ..... .. . ................... . . .... .... .. ... ... .. .... .......... . ....... .. ... ............. ... .. .... ...... .... ................ .......... ... .. ...... ..... .............. .. .......................... .... ........ ......... . ....... ... .................. ......................... . .. .... ........................ . ..................... . ................. . ... ..... ..... ...... ... ... .. ... ... ... ................... . . ...... ...................... .. ................. ........ .. ............... ..... . .. . ............... ....... ... ............................ .... ... ... ........... 360 ............. ........ .. ........... ..... . ....... ... .. - ........... .......... ........ .......... . ........ ............ .................. ...... .................. .............. 1�1 . .. .. ....... . .. . .......... ...... ............. . ........ ............ . ......................... ......... ..... ....... .................... .. . .......... ............ ...... ... ... ... ...... .. .. .......... ..... ..... ........ ..... ............. ............. .............. ............ .. ... ... ... .... * ........... ...... .... ......... . ........ .. ............... ....................... ............................ .. ............... - .. ... .. .. .. . ........................................... .. ................ .... ............ . ............ 2 , R OPOS.E]1=1'. ... ....... ..... ........... ........... .... ................ ........................ .... ... ... . ... .... ... . .. .......... .......................... ....... ... ... ... .. ..... ......... ........... .. ........... .......................... ... ........ -.1.1 ... ................ .. ..... mt .. ... ...... .... .......... .... . ..... 1.11,11.1.11.1 ................. GRADE ............. .......... .. ... .............. I ... ............. . . ...... - -11... ................................. . . ...... 111.11, ......... ... ... ........ ..... ............. .. .. .. ... . ........ . 355 A I` A 4 SAINI LAT '1ERAL ............ . ......... .. ........... . . . ....................... .......... .......... ..... ........ .. .. .. . . .. .... .. ................. ........... .......... ...... .......... ... . . ............. .. ..................... . ... ... .. ... . ... ... ........ .... ..... ..... ......... ................... ............ .............. . ............... ... .... ......... .............. ............. . .. ...... ..... ...... ............................ . .... STA.=12+00 02 A .. ................ ........... ............... .............. ....... ......... ...... ... 350 ............ ..... .......... INV ........... .... ... .. ... .......... ....... 5" HDPE 0- 6.307* . .. ........... ............ .... ..... . .. .... . ... ... ....... ... . ... . ................... ............ ........... ..................... ...... . .......................... ...................... ............ .. ... .. .. . ... . ............... ....... ...... ....... ...... ................. ............... ........... .......... 4' SAN LATERAL . ..... ....................... .. ........ .............. . ..... .... ........ .......... ................. ............... ................. . ................... ..... ......... .. .......... .. ........... -67 ��STA-=12+uu INV.� ............ ....... ...... ..... .... .......... .. .......... .......... ............. ... ............... ..... . .................. ........... BUILDING 46 .......... . ........... .................... 345 ................... .......... .... ..... .............. .. 111+4,151 ... ...... ... ............ 8". -PVC SAN ..... . . ..... STA.=11+05.21 ................ 4. 'Dim. ................ I ... ..................... .......... ........... . ...... ................. ............... -LINV�=35136 .................................... ....... ...................... ...... .............. ... .... ...... ............... . ...... ..... ........... ................. ............................. ..................... ............. ......... . .... . ........... ..... .................. ... .. ............ ............ ... . ....... .... 3 ................ . INV.= 40.62 -.3) ............. .............. ........... .......... _ ........... .............. .0 If, L' A ki ............ ...... . ... . ........... ... . .... .. ..... ....... ... ........... ... ... .. ...... .. ... ...... ............ ............... ........................................ .. .. 340 47.41 24� .............. . 77-69' 1 8L�! ........................... ..... ..... ".,_ .... .... ............ ................ . ............. .............. .. ........... ............. .. .. .. .... j -A 12+�� 61-j I . � . .. ... ...... ... ..... ... . ...... .... .. . .. ........ .. ................. ... ... ................ ....... ..... ............................. . ..... ... ............. .. ................... ........ . ..... .. . ............... .. ....... ... ..................... .. ..... ..... . ............. .. ................. ............ ............. ................. .. . ........ ... ..................... ......... ...... ........ ... .................. . ....... .... ... . .. . ............... ..... ... ... ...... ........ ... ... .. ... 139"58'.— 15-� !HDPE 0 5,55�, IW�34532- .............. ... . ........ ....................................... .......................... ... ... ... ...... ... .. ..... .. .... . ................. .. ................. ........ ..... . ................. . ................... ... ....... .................. . ........ ........... ...... ........... ..................... .... ........... 335 ...... ... .. .... ..... ..... ................ ............. .... ... ..... ............ .......... ........... .................. ... ..................... ........ .......... ...................... .......... ... ................. ... ............. ........... ... .... .... ........ ... ........... .. .. .. ........... ................. ............................... ................ .......... .. ........................ .... .. .. ............. ....................... ... .......... . ... ............. .. . .... . ....... ... ............. ... .......... .. .. . ..... ........ ....... ........... ........... .......... ................ .......... .......... ......... ... 330 . ........... ........ ....... ................. ................... ........... ........... . .. ... ..... .... .. .......... ........ . .. . .. .. . ............... ............. ... ....... ... . . .............. ...... .... .......... . . .... ................ .................... ................... ...................... ... ... ... ... .. .......... ....................... ... ... ... ..... .... .. ..... .. .. .. ..... .. .. ... ........ .... ..................... ..... ...................... ..... ..... . .. ......... ............... .............. ..... .......... ..................... ............ ......... .. ..... . ............. ........ ........ ..... .......... ........................... ... ....... . ...... .... ........ ............ ............... ............ ... .... .. .. ........... ..... ... ........ .... ... ...................... .......... ........... .......... ........................ ... .................... - .. .... ........... ....... ... .................. . .......... . .......... ..... ...... ................. .......... .............. ......................... ... . .... ... . . ....... . ... ............ 325 . .. ... ..... . ..... . ....... .......... ................................ ... .... .... .. .... .. . .. .... ......... ............. ........... ............................. .. . ........ .......... ................ .......... . ...... -- .......... .......... - ...... ... ... .............. ................................. .............. .. ..... ... .. . . ........... - . ... .............. .............. .. ........ ........ .................... ....... . .. .............. .......... . .......... . .............. ........... . ................. .. .... ............ .. .............. ..... .......... - .... ........... .... .. ................ .. ........... - ... ............ ............ ... ..... ............. .. ................. ..... .. ... ............ .. ...... .... ......... .. ............... .. ... ......... 320 .......... .......... .................................... .. An ... ......... .. .......... .......... .. . . .............. .. ... ........... ............ .. .. ....... .. .... . ..... . ..... 0) . .............. ................ ......... ............. ............. .............. ................ ..... ..................... .... .. .. ..... .. ........................ .............. . ..... .. ... ... ... ...... ........ .. ......... .... ..... ....... ................... ....................... .. .. ..... ......... ...... .......................... .......... ..... ..... ....... ... .. .. ... .. .. .... .. .. . .. ... ............ ... .. ....... .... ...... ... .. .... .............. ....................... ....... ............ .... ............................ ... ... ...... . .. ........ ... .......... ............. .. .. 0- 0 ......... . .... ..... ... .............. .......... ....................... ... ....... ................................. .......... ... ............. ........... ......... ......................... ............. ...... ... ... .... .. ............. . .......... ... .. .......... .................. . .............. ....... ...... .......... . .......... ........ .. .. .............. .......... . ............... ... ............. ............. A" - w . .. ....... .. ... .............. ........................ ... .............. ... ..... ....... ... ......... ... ....... ..... ........ ................ . .. .. .......... ............... ........ ....... .. . ..... .... .... ... .. ..... .. .......... ............. . ...... ............ ........... ... ... . .... ..... U) ............ � ............. .... ...... .......... .. ......... .... . .............. . ..... ......... ......... . 315 0. e-% e-, ............... ... ... .... .................. ..... ............. . ....................... ....... .. . . ................. ... ........ ......... ... .. ....... . .. ............ ...................... .. ............ ........... ........... ..... . ............... .. ..... . ... ....... .......... ................... ..... . ..... ....... LO n ......... ........................ .. 14) ....... ...... ... .... . . ........... . ...... .. .............. .... ............ ..... CY_ . .... ..... ... .............. - ........... ............... ........... ................. ...... ...... .. .. .... ........ .......... .... ...... .......... .. ..... ..................... ........... . ... ... .... ... .... ....... .. . ................ ....... ..... ..................... ... .... .. ...... ... ... -- .... .......... .......... ..... ........ . ...... ...................................... .. ............................ ... ... ... .. ....... . ......... .. 310 .......... . . ......... .......... . ........... ....... ........... ........ ......... ... ............ .. ... . .... .. ... ... ... ........... ... . ... ......... .... .. ............................ .............. . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , 0 -Z ............... ........... . ... ... ........ ...... ... ............. ............ ... ... ... . ......................... ...... .... ..................... .0 > _< . ........... ....... . .......... ........... > > > .............. > ........................... .............. ........... .... ........ ......... . ............. . ..... < . ............... .. ..... ............ ...... .......... . ....................... ............ .......... ............................. ............ ... ....... > 305 z z 9 11+00 12+00 13+00 14+00 144 395 390 38.5 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 STORM SEWER PROFILE (ST -4 ST -10) 305 Horiz. Scale: 50 Vert. Scale: 1"=10" STORM SEWER PROFILE (ST -1 -> ST -Ell Horiz. Scale: 1"=30" Vert. Scale: 1"=10" 355 350 345 340 335 330 325 320 315 310 9_1 (17> n18 n19 Wke STQRM SEWER PROFILE (ST -17 -> ST-20� Horim Scale: 1"=30" Vert.. Scale: 1"=10" 11, tJ1 E 2 b j u mi YE Lic. o. 33028 7, Lu --------------- Lu 355 350 --------------- ------- fl_ 345 0 340 --------- - 0 �:D 335 PROPOSED, - - ----------- - - — . ...... .. ------- .... . . .. . ... 330 E-4 -(-;HALIE- F4 ----------- /�EXISTING -ORADE-- C() __K7 320 E-4 Cn 0 315 E .. , C/D 23;92V` -A 5� - - -w-0,92% ------ 75 co uj (Z) _HDp_E_, 8!!, -WATE RLINE---- Cf) r U) ------------- DOM. PROJECT NO:16.00T INDEX TITLE: 3 SHEET NO: 13 of 18 DATE: 5/08/17 ------------ i 00 .. .... - ----------- ------ ------- - --- ------- ---------- Lr) to ------------ --- ----- ------ --- - ---- ......... . ............ ... . . . . . . . .. .... . LO ----- --------- Ao C, m> -M- - --- - - ------------- ....... . ...... ....... .... Cr------ > le 80 10+00 11+00 STQRM SEWER PROFILE (ST -17 -> ST-20� Horim Scale: 1"=30" Vert.. Scale: 1"=10" 11, tJ1 E 2 b j u mi YE Lic. o. 33028 7, Lu Lu 355 350 345 340 0 �:D 335 Nonni 330 E-4 F4 325 C() DID 320 E-4 Cn 0 315 E .. , C/D 310 75 co uj Lu Lu 355 350 345 340 0 �:D 335 330 E-4 F4 325 C() DID 320 E-4 Cn 0 315 E .. , C/D 310 75 co uj (Z) uj w Cf) r U) ------------- DOM. PROJECT NO:16.00T INDEX TITLE: 3 SHEET NO: 13 of 18 DATE: 5/08/17 to 13, a.� 1 1.5"SM9.5A E 041 co 5p �'� .� .> L'i i.s<: } �• }`' 2 �. -�� i z 2...." -j �`t < S�<„;s. z. ) > S Concrete Sidewalk " — 3000 PSI 4 0 COMPACTED �2" VDOT SUBGRADE BM -25.0 zY 95% COMPACTED 61BVDOT 4" VDOT 21A NOTE: CONCRETE TO BE OVER COMPACTED 7" IF TRUCK40 SUBGRADE TRAFFIC Is FOR PARKING SPACES � .�A $0 ° � EXPECTED AND WITH AREAS OF STORM INLETp X 3 MIN - 2 a, A A)t RAIL HEI NT 1 5' SIDEWALK DETAIL ROLLTOP CURBINGr4__TYPICAL PAVEMENT SECTION _-------_—__—.._ ---_.—_- _ ___--- SP14 -NST TO SCALE _..._-_.._._--------.... -- --._....--,.._._.._ __— -_ __- _ _..-.... �,-3.. P14 NOT TO SCALE y �' t�.• BACK OF CURB FACE OF CURB BACK OF CURB TRANSITION 0V.. �4 ^r H 0 FLOW LINE ZONE 0.5 0.33' i,33'#- CR=A 2.5'(6`31 PG_ -r sFIraat f�' .h" PdsT S>z:raez IIC F YER s 3' WIDTH VARIES i,tAx €a al QEFLE TIC . - ; t is t 7YR ;h Iv DEFLECTION 3Y x Lic t}. 33028 —4,000 PSI Concre ee 6' •� .---_--- - Off, '� NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED �� FLOW LINE 10" FACE OF CURB NOTES', �� "'10NAL 1 DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO sM ROLLTOP CURB CG -6 ra. ",: _... __ 3 VERIFY w f CIVIL AND ARCHITECTURAL PLAN FOR EYE HOLES FOR '� "" ; ` f ' 014i-arNm) La r',TEt AN Jecr�8r;: v FLEA r E r€�zRI€ AN UtdtP AA a PJ4 EIE 11 ,rL'aT£ly" rAIN IPL %.Cdsd Tr3iAPrI XIX TE COMPACTED SUBGRADE F ilYt TAJL OF, By THE EA�CD,IBR; EXACT LOCATION OF DUMPSTER ENCLOSURE. PAD LOCKS �4 C� 12 X -o TI�N,�+L.'GR a,�€tETH>ua � zPrlc�L.�1 ar ._.A r�ErnfzD 12' FEdE GE TAIL F POST. Ala© BL Cr }J7S 5£E SHEET 9 i �rS7;35, Us1NG, i1E$,iE0 PAIL SSW 9. INTI NAL � r SCH. 40 GALV. 6" VDOT 21 A 95% COMPACTED EACH WAY FOR OETAIL5 OF RAIL ELEa4FN-r. AL SI'6CE 06111r,ry o ?AIL d gAck OF P14T��^, FENCE POST S�.rfilTED Ht4ftU'Y SEE SEE SHEET to 5.50t 38 Pi>, r?,72,, x *HEt4 14SIED RAIL GR,X ITI'.3NAL RAL IS fSLPCEJ ON CK qF.P T RAL ELEMENTS ARE F.k.€INISHEO SWO C4AFEU FOR RAt€D:F�tt f=R 2Fs THE F'U9T: St�ACit4G WILL BE a --�• � AND GATE w/ TRANSITION DETAIL FROM ROLLTOP TO CC -6 FOR STORM INLET PLACEMENT CONCRETE PAD DUMRM TER DETAIL tETr1EE*f ::aiEET SNI .150F>�T: "BEIGE" ALL CVfiRDRAL €'0H'TS SHALLBE .SET LET F'f?�'r �5HALL . . BEIGETREX__......... __............. ______.__._._------------ -__. —_' -_._. _..__..__.. ......__._...._._______-_-------- __......_....... _....--- ___.._.._._. ._.—_ ....-._._____. NOT #E SET t9'ITH A'VARIATION ;CAF At )NE THAi'/a SER F7i?T. WOOD -POLYMER P14 NOT TO SCALE FF 4A YEiTi L, , E� <RLnea€zlrsxarata 011 SH ALL BE: SET AND AL t NEU: tU11H 1T RLTE ATI61 ;Td: FT14fCE,1 s: FyEti "gEGTIO7P .srlt. OF :THE SPE;IFICATI41-4$. _ LUMBER SLATS ALLIE . 11AINTAINEI) AT HEIGHT UFA8 P3 �r^.alT t?3� NMAY.ALL.HM,; AEASUREU PE TO MATCH �TAPiLAQD CR.14S,, LOADING SPACE CONCRETE PAVEMENT BUILDING. ALL N-OE•AX RAILI, SHALL OL Li°'# EU IN THE DiRLcmm �F TO BE DESIGNED AT THE TIME SUBGRADE VEWCi LA TRAVEL FOR THE fl-iQHEIs ROAD AY. ' PROVIDE: GATE THE OP Ti()ALF 6VE T 14 THE 14i7L :S)R E LOCKING PINS ROLLTOP CG -6 TRANSITION PREPARATION BY GEOTECHNICAL ENGINEER. 6F M. PwifiTtm PAL ON THE RACKIT THE POST FOR AND PINI "T aDAR0 VH -2A SHALL 5E APVF0VF_1 OY THE ERCIREE : t~RI,3N TO #15IT&LATLftt3. NOT TO SCALE #5l 3(fE IEG ft4AkIAdL3A FLA2E RiATE RETAI NEIRS W f �1FC • EUI I InsrE iYSTEMS, > PROVISIONS FOR .... t,JQQ'T•. At COPY OF THE,.t`RKANAL GEAL..EC3 AKIR SIGNED VWVz FIS- iS ON FILE Iry THE CENMAL 13FFIZE.PEwiFI A5TIOk.. I� � PAD LOCK. >� .a,r sr<IT E T«a ARr STANDARD ILOCKED—t I, T W—BEADGUARDRAIL REFe eIwE SHEET k OF 2 RE7tslwl GATE (STRONG POT SYSTEM) 50 1104,t€t,iia- YIrTt�IP'IA's1 i?Atcir Ens7' %3F TFr "'C;i3rATl,}i (tO GR -2 GUARDRAIL DETAIL SET TRUNK PLUMB. SEE ........ _._.._._--------- --_..___._.___._._.._......-____._........ _..... _......_ PLANS FOR EXACT LAYOUT I SP14 AND SPACING. n W z o C� TREE TIES, SEE 5PEC5. LU Note: GR -2 Guardrail or equivalent to �. VV OOD�tN DUMPSTER ENCLOSURE �1�TCT (1�T T DTA 1-1/2" 5Q. OAK STAKES— be placed on top of retaining walls r2L�1V lJ IJ l�1rJ 111 lJ l�LL SET 160 DEGREES APART next to parking or travelways. CQ co �INUWTMO SCALE � � 1 FINISHED GRADE APPLY 3" OF MULCH AFTER PLANTING AND WATER C/a THOROUGHLY � � � 4 COMPACTED EARTH >•—+ WATERING BERM ('tra►taty Consimatiolt Ilan Chief H4 -'I`o 6e o<wed oat 11,,3ndsc api6 Matti EXISTING GRADE (Illattt bd,(ik, pp.lit-284.111-2i7 for t`trt plete. specirl6tioul) PLANTING PIT. SEE 5PEC5 FOR 1 The t`ollosvin items Nhail he show za the fait.. NOTE; THE CONTRACTOR IS TO USE CONCRETE WHEEL STOPS OR EQUIVALENT. EXACT REQUIREMENT5, PLANTING V. Trees saTuecl; 501L, AND PLANTING 501L I Limits ofelearing (outs€di driphnc of trues to be stzv€ d);O 1� lOeatioandtypeofprotectlycfencirig; AMENDMENT n . m �x Cii'adc ch<tiTges rent€ixlrzg tr�fs svcll5 or watll+; i PropoteclW,nchiirigor tunneling be3rondthe .limits (if clearitay; REMOVE BURLAP 5TRING PROM TOP 1/3 OF ROOTi llarki' bM GROUT NOES FUEL Lij Ail trf'.0 t(5 bt tzt ect shall be €itaLrkt d with print Gr'ribllot) ttt u Reit lTt cif <ssly v' s bie to cquipm6ot operato€�s. BALL TWO TIMES BALL >� No grading shalt begin until tiie tree-cnairkinl htis bLeaa inslzecte d nd atlDtartrvt ti by a C �ilnty-Inst ect4tr. UNDISTURBED 5011_ DIA. (MIN) NOTE; SL -1 SAFETY SLAB LOCATIONS ARE BASED ON THE ASSUMED USE OF z "' 1 C,21 GrJ tL .a PRECAST STRUCTURES. IF CAST -IN-PLACE STRUCTURES ARE UTILIZED, AND THE .3. Pre-Constr€=etjaE FOR 1/2" STD, PIPE OR 3/4" DIAM REINF ROD n n tr €�c . HOL 7'See.preservntiott snciprvttctlu€t.szifasztrissiiallbzviiwsrl5it[tlITeJnlrazcttrt€t.it: INTERIOR CHAMBER DIMENSIONS ARE LESS THAN 4 FEET, THE SAFETY SLABS Ll 8 TRE_ E PLANTING DETAIL SHALL NOT BE REQUIRED. i 4.. F i i mT:nt O oration anfl ttrz'aSPB NOT TO SCALE 1leavy equipinchi, vehicular: trnl`tic a nd sinrrlgc t�f zf�zastlueticiri nTsttcriizls including soil shall not be p€:rmittod within the .driphiles m tree o to be saved, aptt1 and tor#€i3at 17etenYio€, evism CONCRETE WHEEL STOP _ Such devices shall not adversely aff s t.Ikees:to be saved T�TTT 2„ PLAN VIEW TT c� >9 H Fares are, 1101 permitted ssitliin 100 feet tit"the diiplinc of trees to be saved; 41)6.5 6.5 } TT —•--,— ' 'toxic Mttte€'iaxls. 3—T.xie materials shall no he stored with€IT lot) Jcct,of the.dripline of trus:to he saved:. TTTT F i�tectivrenctL " 6' MIN �' TT " TTT-r y 1't es.trt:be retained ti ilthin 46 feet of, a proposed €Tuilding or gradin: activity shall be protected by fineing. l�cttctat g A, all be, ii placL and sitlll he izzspecte{I and approved by a t`rii€ntg Crtspectgr:firs"ttr to gradi€Tg. or caiistrirciicaii. END VIEW A ELEVATION VIEW •� �+' '' FLAN. sTHzacTusErrr rasa WlLi:n t 6 grout€d level must he raised within: the dripline of a tr to be sa cd. a tree well shall be providcd.and a constructiogi decaii7 wast ratuatr�ss uare�s PLAN subznitti d:for approval. 10. '1r e4als: -- , a ;, all routdti;and&eniTstrzctt{sLidetaiii. +' atrec,..satt.sh b �Nhtti the rrctuitd lz?:v=Wl.mE€st be (Liwers;d xknh€€t the ci€L}th€ze<Ltreu to hc,savcd; p , 1> � � � b submitted foraperwal. ANCHOR SITES 6.5 FROM ENDS, M c DRIP LINE iA55 {okgETE GLASS ,�T;CONCRETE ,y it. Trenching r€ _ntr ll�rt : 1/2 >, STD PIPE OR 3/4" REINF E Ti N C t 843 }E+—i' When trenelung'is rouirecl within the :limits of :!caring,. it sh sh b� dttzzc as far#Tsv zy fr�en the triaziks ftt'trees, is ttassihlc, i't One. iiz�; ttosrs tt sidc ed tis arr, aliorr€ative; when itis antiei atcd that € ecessar}r trenching k=ill du�trl,y feeder Toots, ROD SHALL B E PLACED PRI0R � ° i, THE STfibTth&iD SAFETY:31.1.9 451--9}-iS 74 Be9E 4�EaD i�.iP iiHEA! SfiE�6 �T THE PI-N� under a large Kris .shall be, yc € r .. P % TME t�tMWE SLIM"Y SET 1 uirt TLS sXz� HAc �ESGA PT€ Fitt FaAt #. lt€ TO SURFACING 0R IN A HOLE FAN `S �� LOI 'T"'��S AT '' 'T )T I'fotcctiVe.fettGhTgsl3 Lll lie tlTt t2 t tiCrT€5-rs2ilnVC(i flt?rfiiltC t1llt2l f leznup, 1DJACEkiT 3AFEiY SLT85 SHALL 9c`TQ 1i WtTt! rift SAFETY SLAB iACAiBP iS rF3Nd PEST Tt� TQt' Aft ;3UFT4kf OF Yk1E 5Th'UCTi �1F'!-rT' 91:195 $€•#PLt,: idC7F SE %CtGA'€';:Et 6LVE A?f4'f �A.t:i HiP>a-. t�P ?!9" CYAsY oft, c'cIi57:TEiR. DRILLED I N THE FINISHED SNOW FENCE is sL i ss fx ur w Tt ecr Of THE sT€ziteTcE' eaA�nrs a J. ACC 5% 1PErL'G3 ARE Fp- BE STLcGGE,MD Ffl+7KF �iNE -540 OF STRUCAIRE TO TK -•, 13, 11 neaefi`Trecs:nFs Nt�R@ IfF1K4E€, ST P$ To 9F.erTE necoR�iLr• stAtzs ?L a .c -c rxY• } ..1 i . t -t intcl � by cru Rin fenilizittion or other nietlio& recoramende � by a tree. SURFACE WITH A TIGHT FIT OR T)smageci trees shall be tr at d m n i : } . l g, Lh�9AA3 T 13e CAST-Ia-FLS Rz ax CAST C:2T-€r€-F. PSI 6C"#flSFE Trs:s _... .PSit: FhaECAST C°Ji`ii tE't1. IS T€5 +E At- fN•4f14T P91Y.. ASitffi`CNiifttx"s TIZA Ttiliti`tTlt NISER ATION DRIVEN INTO THE SURFACING AT r r > � � 1�EWT13A €€tp�4t. -- . NOTE-, iF I THE DEVELOPER'S I S'L)l iSIBtLITV TO CONREQUIRE IFER WITH T} r CO f y y. AL'+)E�aS C £ltlk`fp9 biAY 79" }3€p�fETEk �� ". 50l€; 1'Y€ -1E3{ StY 11�1rlE 014411 911. °'`� 4! 1 l.l.I €F. THM 30' THE AOCESS, Ot* R40f !W9v 9E i�CT AR {aT 7&kE W�iTFf 9Y MENTSLEAST 1.0°°�'' - TYPICAL PRECAST UNIT � v l ` Itr) � w sv' iu 3IGNA'I'1,31t1: (14'rilj Xuoal �PfePCAT€(9N w ' I I ftftt$t STAMihMt€ TYPICAL CONCRETE SAFETY S!_AI 'OR DROP INLET $, .ET , 1� i1ATE MANHOLES AND JUNCTION SOXES CONTRACT I`IdA £ T PI)la{:I3AF12 �.1£�'dA i'lE. (DATE} } MAm"" tiSS.€A tiRG#S pEP+Ji3rdEtdC qF Titil4iC'4 TttTtN 5ttft36 Page 2 of ' I _. DOM. PROJECT Nfl: 1� t07 BOARD FENCE '►°(11'SAFETY SLAT-) INDEX TITLE: CORD FENCE SP14 N10T TO SCALE PLASTIC FENCE P 14 q TREE PROTECTION FENCING DETAIL , SHEET NO: 14 of 18 N CI ECKLIST HEEL STOP DETAIL SP6 6 COHSE R V AT I O SP14 NOT TO SCALE 4ToSCAU DATE: 5/08/17 RAIRE RATES: utsl N ssmto iHY LINE F eE tiz%l: I : oHy Li,,E MPH LINE : FL4RE ... LS-. CRATE- FLARE -. MATE 66 H... 1€ .Ar � 0 NOT TO SCALE #5l 3(fE IEG ft4AkIAdL3A FLA2E RiATE RETAI NEIRS W f �1FC • EUI I InsrE iYSTEMS, > PROVISIONS FOR .... t,JQQ'T•. At COPY OF THE,.t`RKANAL GEAL..EC3 AKIR SIGNED VWVz FIS- iS ON FILE Iry THE CENMAL 13FFIZE.PEwiFI A5TIOk.. I� � PAD LOCK. >� .a,r sr<IT E T«a ARr STANDARD ILOCKED—t I, T W—BEADGUARDRAIL REFe eIwE SHEET k OF 2 RE7tslwl GATE (STRONG POT SYSTEM) 50 1104,t€t,iia- YIrTt�IP'IA's1 i?Atcir Ens7' %3F TFr "'C;i3rATl,}i (tO GR -2 GUARDRAIL DETAIL SET TRUNK PLUMB. SEE ........ _._.._._--------- --_..___._.___._._.._......-____._........ _..... _......_ PLANS FOR EXACT LAYOUT I SP14 AND SPACING. n W z o C� TREE TIES, SEE 5PEC5. LU Note: GR -2 Guardrail or equivalent to �. VV OOD�tN DUMPSTER ENCLOSURE �1�TCT (1�T T DTA 1-1/2" 5Q. OAK STAKES— be placed on top of retaining walls r2L�1V lJ IJ l�1rJ 111 lJ l�LL SET 160 DEGREES APART next to parking or travelways. CQ co �INUWTMO SCALE � � 1 FINISHED GRADE APPLY 3" OF MULCH AFTER PLANTING AND WATER C/a THOROUGHLY � � � 4 COMPACTED EARTH >•—+ WATERING BERM ('tra►taty Consimatiolt Ilan Chief H4 -'I`o 6e o<wed oat 11,,3ndsc api6 Matti EXISTING GRADE (Illattt bd,(ik, pp.lit-284.111-2i7 for t`trt plete. specirl6tioul) PLANTING PIT. SEE 5PEC5 FOR 1 The t`ollosvin items Nhail he show za the fait.. NOTE; THE CONTRACTOR IS TO USE CONCRETE WHEEL STOPS OR EQUIVALENT. EXACT REQUIREMENT5, PLANTING V. Trees saTuecl; 501L, AND PLANTING 501L I Limits ofelearing (outs€di driphnc of trues to be stzv€ d);O 1� lOeatioandtypeofprotectlycfencirig; AMENDMENT n . m �x Cii'adc ch<tiTges rent€ixlrzg tr�fs svcll5 or watll+; i PropoteclW,nchiirigor tunneling be3rondthe .limits (if clearitay; REMOVE BURLAP 5TRING PROM TOP 1/3 OF ROOTi llarki' bM GROUT NOES FUEL Lij Ail trf'.0 t(5 bt tzt ect shall be €itaLrkt d with print Gr'ribllot) ttt u Reit lTt cif <ssly v' s bie to cquipm6ot operato€�s. BALL TWO TIMES BALL >� No grading shalt begin until tiie tree-cnairkinl htis bLeaa inslzecte d nd atlDtartrvt ti by a C �ilnty-Inst ect4tr. UNDISTURBED 5011_ DIA. (MIN) NOTE; SL -1 SAFETY SLAB LOCATIONS ARE BASED ON THE ASSUMED USE OF z "' 1 C,21 GrJ tL .a PRECAST STRUCTURES. IF CAST -IN-PLACE STRUCTURES ARE UTILIZED, AND THE .3. Pre-Constr€=etjaE FOR 1/2" STD, PIPE OR 3/4" DIAM REINF ROD n n tr €�c . HOL 7'See.preservntiott snciprvttctlu€t.szifasztrissiiallbzviiwsrl5it[tlITeJnlrazcttrt€t.it: INTERIOR CHAMBER DIMENSIONS ARE LESS THAN 4 FEET, THE SAFETY SLABS Ll 8 TRE_ E PLANTING DETAIL SHALL NOT BE REQUIRED. i 4.. F i i mT:nt O oration anfl ttrz'aSPB NOT TO SCALE 1leavy equipinchi, vehicular: trnl`tic a nd sinrrlgc t�f zf�zastlueticiri nTsttcriizls including soil shall not be p€:rmittod within the .driphiles m tree o to be saved, aptt1 and tor#€i3at 17etenYio€, evism CONCRETE WHEEL STOP _ Such devices shall not adversely aff s t.Ikees:to be saved T�TTT 2„ PLAN VIEW TT c� >9 H Fares are, 1101 permitted ssitliin 100 feet tit"the diiplinc of trees to be saved; 41)6.5 6.5 } TT —•--,— ' 'toxic Mttte€'iaxls. 3—T.xie materials shall no he stored with€IT lot) Jcct,of the.dripline of trus:to he saved:. TTTT F i�tectivrenctL " 6' MIN �' TT " TTT-r y 1't es.trt:be retained ti ilthin 46 feet of, a proposed €Tuilding or gradin: activity shall be protected by fineing. l�cttctat g A, all be, ii placL and sitlll he izzspecte{I and approved by a t`rii€ntg Crtspectgr:firs"ttr to gradi€Tg. or caiistrirciicaii. END VIEW A ELEVATION VIEW •� �+' '' FLAN. sTHzacTusErrr rasa WlLi:n t 6 grout€d level must he raised within: the dripline of a tr to be sa cd. a tree well shall be providcd.and a constructiogi decaii7 wast ratuatr�ss uare�s PLAN subznitti d:for approval. 10. '1r e4als: -- , a ;, all routdti;and&eniTstrzctt{sLidetaiii. +' atrec,..satt.sh b �Nhtti the rrctuitd lz?:v=Wl.mE€st be (Liwers;d xknh€€t the ci€L}th€ze<Ltreu to hc,savcd; p , 1> � � � b submitted foraperwal. ANCHOR SITES 6.5 FROM ENDS, M c DRIP LINE iA55 {okgETE GLASS ,�T;CONCRETE ,y it. Trenching r€ _ntr ll�rt : 1/2 >, STD PIPE OR 3/4" REINF E Ti N C t 843 }E+—i' When trenelung'is rouirecl within the :limits of :!caring,. it sh sh b� dttzzc as far#Tsv zy fr�en the triaziks ftt'trees, is ttassihlc, i't One. iiz�; ttosrs tt sidc ed tis arr, aliorr€ative; when itis antiei atcd that € ecessar}r trenching k=ill du�trl,y feeder Toots, ROD SHALL B E PLACED PRI0R � ° i, THE STfibTth&iD SAFETY:31.1.9 451--9}-iS 74 Be9E 4�EaD i�.iP iiHEA! SfiE�6 �T THE PI-N� under a large Kris .shall be, yc € r .. P % TME t�tMWE SLIM"Y SET 1 uirt TLS sXz� HAc �ESGA PT€ Fitt FaAt #. lt€ TO SURFACING 0R IN A HOLE FAN `S �� LOI 'T"'��S AT '' 'T )T I'fotcctiVe.fettGhTgsl3 Lll lie tlTt t2 t tiCrT€5-rs2ilnVC(i flt?rfiiltC t1llt2l f leznup, 1DJACEkiT 3AFEiY SLT85 SHALL 9c`TQ 1i WtTt! rift SAFETY SLAB iACAiBP iS rF3Nd PEST Tt� TQt' Aft ;3UFT4kf OF Yk1E 5Th'UCTi �1F'!-rT' 91:195 $€•#PLt,: idC7F SE %CtGA'€';:Et 6LVE A?f4'f �A.t:i HiP>a-. t�P ?!9" CYAsY oft, c'cIi57:TEiR. DRILLED I N THE FINISHED SNOW FENCE is sL i ss fx ur w Tt ecr Of THE sT€ziteTcE' eaA�nrs a J. ACC 5% 1PErL'G3 ARE Fp- BE STLcGGE,MD Ffl+7KF �iNE -540 OF STRUCAIRE TO TK -•, 13, 11 neaefi`Trecs:nFs Nt�R@ IfF1K4E€, ST P$ To 9F.erTE necoR�iLr• stAtzs ?L a .c -c rxY• } ..1 i . t -t intcl � by cru Rin fenilizittion or other nietlio& recoramende � by a tree. SURFACE WITH A TIGHT FIT OR T)smageci trees shall be tr at d m n i : } . l g, Lh�9AA3 T 13e CAST-Ia-FLS Rz ax CAST C:2T-€r€-F. PSI 6C"#flSFE Trs:s _... .PSit: FhaECAST C°Ji`ii tE't1. IS T€5 +E At- fN•4f14T P91Y.. ASitffi`CNiifttx"s TIZA Ttiliti`tTlt NISER ATION DRIVEN INTO THE SURFACING AT r r > � � 1�EWT13A €€tp�4t. -- . NOTE-, iF I THE DEVELOPER'S I S'L)l iSIBtLITV TO CONREQUIRE IFER WITH T} r CO f y y. AL'+)E�aS C £ltlk`fp9 biAY 79" }3€p�fETEk �� ". 50l€; 1'Y€ -1E3{ StY 11�1rlE 014411 911. °'`� 4! 1 l.l.I €F. THM 30' THE AOCESS, Ot* R40f !W9v 9E i�CT AR {aT 7&kE W�iTFf 9Y MENTSLEAST 1.0°°�'' - TYPICAL PRECAST UNIT � v l ` Itr) � w sv' iu 3IGNA'I'1,31t1: (14'rilj Xuoal �PfePCAT€(9N w ' I I ftftt$t STAMihMt€ TYPICAL CONCRETE SAFETY S!_AI 'OR DROP INLET $, .ET , 1� i1ATE MANHOLES AND JUNCTION SOXES CONTRACT I`IdA £ T PI)la{:I3AF12 �.1£�'dA i'lE. (DATE} } MAm"" tiSS.€A tiRG#S pEP+Ji3rdEtdC qF Titil4iC'4 TttTtN 5ttft36 Page 2 of ' I _. DOM. PROJECT Nfl: 1� t07 BOARD FENCE '►°(11'SAFETY SLAT-) INDEX TITLE: CORD FENCE SP14 N10T TO SCALE PLASTIC FENCE P 14 q TREE PROTECTION FENCING DETAIL , SHEET NO: 14 of 18 N CI ECKLIST HEEL STOP DETAIL SP6 6 COHSE R V AT I O SP14 NOT TO SCALE 4ToSCAU DATE: 5/08/17 c� 0 ILL! r C) T � 1 Z z ® iM C� NOT TO SCALE #5l 3(fE IEG ft4AkIAdL3A FLA2E RiATE RETAI NEIRS W f �1FC • EUI I InsrE iYSTEMS, > PROVISIONS FOR .... t,JQQ'T•. At COPY OF THE,.t`RKANAL GEAL..EC3 AKIR SIGNED VWVz FIS- iS ON FILE Iry THE CENMAL 13FFIZE.PEwiFI A5TIOk.. I� � PAD LOCK. >� .a,r sr<IT E T«a ARr STANDARD ILOCKED—t I, T W—BEADGUARDRAIL REFe eIwE SHEET k OF 2 RE7tslwl GATE (STRONG POT SYSTEM) 50 1104,t€t,iia- YIrTt�IP'IA's1 i?Atcir Ens7' %3F TFr "'C;i3rATl,}i (tO GR -2 GUARDRAIL DETAIL SET TRUNK PLUMB. SEE ........ _._.._._--------- --_..___._.___._._.._......-____._........ _..... _......_ PLANS FOR EXACT LAYOUT I SP14 AND SPACING. n W z o C� TREE TIES, SEE 5PEC5. LU Note: GR -2 Guardrail or equivalent to �. VV OOD�tN DUMPSTER ENCLOSURE �1�TCT (1�T T DTA 1-1/2" 5Q. OAK STAKES— be placed on top of retaining walls r2L�1V lJ IJ l�1rJ 111 lJ l�LL SET 160 DEGREES APART next to parking or travelways. CQ co �INUWTMO SCALE � � 1 FINISHED GRADE APPLY 3" OF MULCH AFTER PLANTING AND WATER C/a THOROUGHLY � � � 4 COMPACTED EARTH >•—+ WATERING BERM ('tra►taty Consimatiolt Ilan Chief H4 -'I`o 6e o<wed oat 11,,3ndsc api6 Matti EXISTING GRADE (Illattt bd,(ik, pp.lit-284.111-2i7 for t`trt plete. specirl6tioul) PLANTING PIT. SEE 5PEC5 FOR 1 The t`ollosvin items Nhail he show za the fait.. NOTE; THE CONTRACTOR IS TO USE CONCRETE WHEEL STOPS OR EQUIVALENT. EXACT REQUIREMENT5, PLANTING V. Trees saTuecl; 501L, AND PLANTING 501L I Limits ofelearing (outs€di driphnc of trues to be stzv€ d);O 1� lOeatioandtypeofprotectlycfencirig; AMENDMENT n . m �x Cii'adc ch<tiTges rent€ixlrzg tr�fs svcll5 or watll+; i PropoteclW,nchiirigor tunneling be3rondthe .limits (if clearitay; REMOVE BURLAP 5TRING PROM TOP 1/3 OF ROOTi llarki' bM GROUT NOES FUEL Lij Ail trf'.0 t(5 bt tzt ect shall be €itaLrkt d with print Gr'ribllot) ttt u Reit lTt cif <ssly v' s bie to cquipm6ot operato€�s. BALL TWO TIMES BALL >� No grading shalt begin until tiie tree-cnairkinl htis bLeaa inslzecte d nd atlDtartrvt ti by a C �ilnty-Inst ect4tr. UNDISTURBED 5011_ DIA. (MIN) NOTE; SL -1 SAFETY SLAB LOCATIONS ARE BASED ON THE ASSUMED USE OF z "' 1 C,21 GrJ tL .a PRECAST STRUCTURES. IF CAST -IN-PLACE STRUCTURES ARE UTILIZED, AND THE .3. Pre-Constr€=etjaE FOR 1/2" STD, PIPE OR 3/4" DIAM REINF ROD n n tr €�c . HOL 7'See.preservntiott snciprvttctlu€t.szifasztrissiiallbzviiwsrl5it[tlITeJnlrazcttrt€t.it: INTERIOR CHAMBER DIMENSIONS ARE LESS THAN 4 FEET, THE SAFETY SLABS Ll 8 TRE_ E PLANTING DETAIL SHALL NOT BE REQUIRED. i 4.. F i i mT:nt O oration anfl ttrz'aSPB NOT TO SCALE 1leavy equipinchi, vehicular: trnl`tic a nd sinrrlgc t�f zf�zastlueticiri nTsttcriizls including soil shall not be p€:rmittod within the .driphiles m tree o to be saved, aptt1 and tor#€i3at 17etenYio€, evism CONCRETE WHEEL STOP _ Such devices shall not adversely aff s t.Ikees:to be saved T�TTT 2„ PLAN VIEW TT c� >9 H Fares are, 1101 permitted ssitliin 100 feet tit"the diiplinc of trees to be saved; 41)6.5 6.5 } TT —•--,— ' 'toxic Mttte€'iaxls. 3—T.xie materials shall no he stored with€IT lot) Jcct,of the.dripline of trus:to he saved:. TTTT F i�tectivrenctL " 6' MIN �' TT " TTT-r y 1't es.trt:be retained ti ilthin 46 feet of, a proposed €Tuilding or gradin: activity shall be protected by fineing. l�cttctat g A, all be, ii placL and sitlll he izzspecte{I and approved by a t`rii€ntg Crtspectgr:firs"ttr to gradi€Tg. or caiistrirciicaii. END VIEW A ELEVATION VIEW •� �+' '' FLAN. sTHzacTusErrr rasa WlLi:n t 6 grout€d level must he raised within: the dripline of a tr to be sa cd. a tree well shall be providcd.and a constructiogi decaii7 wast ratuatr�ss uare�s PLAN subznitti d:for approval. 10. '1r e4als: -- , a ;, all routdti;and&eniTstrzctt{sLidetaiii. +' atrec,..satt.sh b �Nhtti the rrctuitd lz?:v=Wl.mE€st be (Liwers;d xknh€€t the ci€L}th€ze<Ltreu to hc,savcd; p , 1> � � � b submitted foraperwal. ANCHOR SITES 6.5 FROM ENDS, M c DRIP LINE iA55 {okgETE GLASS ,�T;CONCRETE ,y it. Trenching r€ _ntr ll�rt : 1/2 >, STD PIPE OR 3/4" REINF E Ti N C t 843 }E+—i' When trenelung'is rouirecl within the :limits of :!caring,. it sh sh b� dttzzc as far#Tsv zy fr�en the triaziks ftt'trees, is ttassihlc, i't One. iiz�; ttosrs tt sidc ed tis arr, aliorr€ative; when itis antiei atcd that € ecessar}r trenching k=ill du�trl,y feeder Toots, ROD SHALL B E PLACED PRI0R � ° i, THE STfibTth&iD SAFETY:31.1.9 451--9}-iS 74 Be9E 4�EaD i�.iP iiHEA! SfiE�6 �T THE PI-N� under a large Kris .shall be, yc € r .. P % TME t�tMWE SLIM"Y SET 1 uirt TLS sXz� HAc �ESGA PT€ Fitt FaAt #. lt€ TO SURFACING 0R IN A HOLE FAN `S �� LOI 'T"'��S AT '' 'T )T I'fotcctiVe.fettGhTgsl3 Lll lie tlTt t2 t tiCrT€5-rs2ilnVC(i flt?rfiiltC t1llt2l f leznup, 1DJACEkiT 3AFEiY SLT85 SHALL 9c`TQ 1i WtTt! rift SAFETY SLAB iACAiBP iS rF3Nd PEST Tt� TQt' Aft ;3UFT4kf OF Yk1E 5Th'UCTi �1F'!-rT' 91:195 $€•#PLt,: idC7F SE %CtGA'€';:Et 6LVE A?f4'f �A.t:i HiP>a-. t�P ?!9" CYAsY oft, c'cIi57:TEiR. DRILLED I N THE FINISHED SNOW FENCE is sL i ss fx ur w Tt ecr Of THE sT€ziteTcE' eaA�nrs a J. ACC 5% 1PErL'G3 ARE Fp- BE STLcGGE,MD Ffl+7KF �iNE -540 OF STRUCAIRE TO TK -•, 13, 11 neaefi`Trecs:nFs Nt�R@ IfF1K4E€, ST P$ To 9F.erTE necoR�iLr• stAtzs ?L a .c -c rxY• } ..1 i . t -t intcl � by cru Rin fenilizittion or other nietlio& recoramende � by a tree. SURFACE WITH A TIGHT FIT OR T)smageci trees shall be tr at d m n i : } . l g, Lh�9AA3 T 13e CAST-Ia-FLS Rz ax CAST C:2T-€r€-F. PSI 6C"#flSFE Trs:s _... .PSit: FhaECAST C°Ji`ii tE't1. IS T€5 +E At- fN•4f14T P91Y.. ASitffi`CNiifttx"s TIZA Ttiliti`tTlt NISER ATION DRIVEN INTO THE SURFACING AT r r > � � 1�EWT13A €€tp�4t. -- . NOTE-, iF I THE DEVELOPER'S I S'L)l iSIBtLITV TO CONREQUIRE IFER WITH T} r CO f y y. AL'+)E�aS C £ltlk`fp9 biAY 79" }3€p�fETEk �� ". 50l€; 1'Y€ -1E3{ StY 11�1rlE 014411 911. °'`� 4! 1 l.l.I €F. THM 30' THE AOCESS, Ot* R40f !W9v 9E i�CT AR {aT 7&kE W�iTFf 9Y MENTSLEAST 1.0°°�'' - TYPICAL PRECAST UNIT � v l ` Itr) � w sv' iu 3IGNA'I'1,31t1: (14'rilj Xuoal �PfePCAT€(9N w ' I I ftftt$t STAMihMt€ TYPICAL CONCRETE SAFETY S!_AI 'OR DROP INLET $, .ET , 1� i1ATE MANHOLES AND JUNCTION SOXES CONTRACT I`IdA £ T PI)la{:I3AF12 �.1£�'dA i'lE. (DATE} } MAm"" tiSS.€A tiRG#S pEP+Ji3rdEtdC qF Titil4iC'4 TttTtN 5ttft36 Page 2 of ' I _. DOM. PROJECT Nfl: 1� t07 BOARD FENCE '►°(11'SAFETY SLAT-) INDEX TITLE: CORD FENCE SP14 N10T TO SCALE PLASTIC FENCE P 14 q TREE PROTECTION FENCING DETAIL , SHEET NO: 14 of 18 N CI ECKLIST HEEL STOP DETAIL SP6 6 COHSE R V AT I O SP14 NOT TO SCALE 4ToSCAU DATE: 5/08/17 CG -2 j_- S-- `�._' o CG -6 L Q NOTES- 0 N N , #r , I11 EZ; 'Sfe I.:.S E k% �,;; 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. N - 0 Q All,L�kTEf;EsI H. ¢' NOTES o > 6 ^ a " "" t. THIS ITEM MAY $E PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, _ s.> LSE.:-� x 1. 4000 PSi IF PRECAST. 41 I 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS {ALONG > O r} cI 2, CONCRETE TO BE CLASS A3 F CAST IN PLACE, FACE OF CURB) WILL BE PND FOR AS RADIAL CURB, 0 Q (() a", - 4. THE DEPTH OF CUR$ MAY REDUCED 45 MUCH AS 3" d 6, L I IT 4000 P51 IF PRECAST. THE DEPTH) OF MI{X'iEASED MUCH AS 3" MUCH DEPTH) •�` O O m 3, COMBINATION CURB & GUTTER HAVING A RADIUS(15"(21" �, 0w .pmt IN ORDER THAT TIS BOTTO OF C4� ILL COINCIDE }� ,,.. OF 300 FEET OR LESS {ALONG FACE OF CURB) SHALL it N L 1,,�", y s:- BE PAID FOR A5 RADIAL CQMBWATION CURB & WITH T•HE TOP OF A COURSE OF THE P NT SUBSTRUCTtNRE. s I GUTTER. N THE PRICE $� IS TO MADE FOR A DECREASE OR AN ;, : .' 4 -FOR ORAI USE WWAYEITH R STABILIZED OPE - THEED OTH R EINCREASE NE THE IS TIS 70 $f 16" AS DECREASEOWN. NO ADJUSTMENT „^ U HE OM . _. Y, AND GUTTER BE CONSTRUCTED PARALLEL 4., 2 - R 5. CG -2 IS TO BE USED ON ROADJAYS MEETING THE r- TO THE SLOP SUBBASE COURSES REOUIREI,NTS FOR CG -6 AS SHO�I�rr��j,� I}}�� . ANC! TO THE DEPTH OF THE PAVEMENT. � APPENDIX A OF THE VDOT ROAD OESiGN MANUAL. A Tek? P, �I„ - -) E > T I £!,+ : II.. 1 C7t tl a . s, ALLOWABLE CRITERIA FOR TIS USE QF11 * CG -6 I5 BASED ON ROADWAY CLASSIFICATION � �_T -'j - .'¢ - AND DESIGN SPEED AS SHOWN IN APPENDIX A A - a 2° R OF THE vt>aT ROAD DESIGN MANUAL, a 6" FA' I 3F ';C R: .: INVERT T [ iE : % Ia L{ a a..� . _ ,. � k C ` E . a . � . -� I: ONQRErIE TO E PC ITT MIX: �laa & .3 �o, . -- ,F 1. , a • 'a * - SURFACE I II :. .:' , 6" 4 'a , . . c - a< a ." . W11 HIE i.l`b T 1 I'1T I� 1 G I Aol�t sE . SL ,.. A -: , - I AL1t. TIDETTI TI1 d1T?I IIS SF#AI I : ¢, 1 IE11 I.. IH Md. b:�I�LI,N- � � , � , , A �, . +, �.7 � S DE £��i��RU� � �Ai�r�G1 7G` HE �lCi�E t�� T i �• � �,_},. a A �; ,; . , t is fi I' £ iv ,If', : ( 7u .1s BASE g - ; f� � . kl i i :. I 1 :Tl"I l �ti d ¢p ' at a - - t, .. a , :- : A a a d o • .. PARI NT li NCT I E hIAI TI tE II I NES Iii . p ti 1=:.. LE 1 ,� ;�10= L� � k : �. �6 q e d s . ,? � Ira d e :' L i[ IT LL . Ti 4�Is1.1. a -.-.a .. C, . D P, , b tr _ _ a . _ . _ .� - _ _ ._ ie: OQLL T IP OUREi & G Ef$ FRAY E 11�EQ ALAN I 4Cr _ -A -•G �* [�y �q( °y�j ^�'E}^' y q�,};j7y,,�w. g•�+. y+ NOT ' TI'Ik-,',%'.. T P,L01 K-----, �'},.:. 1111..,... _ .:..jr. , ., ?: ' .e A ...-..,.-- ..»�. 111 1..- 1.111- 1111_-......�. 1,1.11 ..- : :111 1 1 . .. ,SUSti iJl''d.&ON ),R, i,Et- HAVING G !: .b":,..314,T�:: " P' 1�.€,1�:-:3" OT I / P�11; IEf3 far , , %I EIy,,. 1= ,� J,. � THE BOTTOM OF THE CURB AND 8410Ei� S {SPI E4It , � �';1. . ri � 11::11,. w,- GUTTER MAY BE CONSTRUCTED SUBBASE CCNC TIµ, t TI OP ' ` ?E C 1 NAY ktA`1 1 iA 1>�i?I'�� L a . = , :: _ 2)ED A s°' -D" SASE cols�s RP SLOPE of FOLLP SE ?P OIf Si RASE. rIt .<, 7 >TE MINIMUM DEPTH F 4.,, RAMS 6., - IS MAINTAINED. s Ad}IFG,�iS INiiTl Cp.T ,_�" IS' ' ,F1TTI L' -W �. THIS AREA MAY BE CONCRETE 1 1I+IITAINI I . - IF L E{ AT ISTAREA OF THE cQNrRAGraR a • . 1. . 7 ° I FI Ii . .. ,r -- :.s y}. yqr - .yd W'I I i -'a �4t`d'c`T , d „SiJRFACE ,.a Y xiF?FSiti-j. ..: `�,, Vie° iYi>,IE.:3 �, IE. MAX, -Q A '. .J• . �.% ,{�' yb' .., . 6*. LAI% nII .: f T F� s: ' 1 1Er° UPQ TAP Q . o .4 ;` a BASE WERS p�7A-+,T^E �- A Lie.. o. 33028 N£f:IG , :4'ME'. �12E' �' IL:.%1:'d gj (�!y}}��,M� P�,+/��}np( y��j' tj j{ }«pp��y tS1i : ..- - I'll I SU$BA5E RO.L� TO �I`\B.. �R:i� W'TT :'. '»"Y .11 1- iz"Q ��// w� NOT Vi SCALE ,T 1Dx, , -i ACCEPTABLE ALTERNATIVE10 IF CURB IS EXTRUDED �` X11 sPEcilcAtxJ ¢ ` ' . . SPECIFICATION ! . Io.tL-L _*1:43; x,, FFr E� d l_ I REFERENCE COMBINATION" CURB & GUTTER STAT©AFtD 8" CU�tB 6 105 REW. 9/06 105 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9106 +++... . T� . $02 VIRG�UA DEPARTMENT OF TRANSPORTATION 7L01,03 502 201.01 � aG Fid .I I >=1 . _ � .- c v Tz DI -1 fLi ECTM CAST RON -Oq-- '1>• $EOTaM STEEL ETES {�f.1 uF r r Na x r�i� 2,,7a.11 P#�S Ci9HSi:I* - LU9S TSS Be 'r L 21%4" x 2Y4" x r%" +P iZ kTis, �yF ,ENYtiN RG6 - y ' N 10-4 .LONG PL MIS FS)R QEPTH :GREATER THAN 10'USE LH4W .. ` L k z r t ^ GENERAL NOTES ra A�"rc'1 i.- > DEPTH + INLET �H) To BE'SHOWN oN cs �' � rR CSIE LtF' <af. 71H B: C" srArarro w -u PROPOSED THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. THE "H" DIMENSION SHOWN ON THE ;. KMXP.IG.:: A : : - L3 : 1111_ .. 1 1. A 1.A _ STANDAl�p3 A)p sP�¢PED oN, THE PLANS saN pEkkT}1S:1. - 1' 1 T,' '.; .r. 4 IF PRECAST) TF -" 2. DETECTABiE WARNING TO BE CLASS A-3 CONCRETE SCLASS A» I �' WIC 8E ifEASDISED tTiOY Tt Y11fERT OF ' , WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE : H £ li1dISLS3t1 ' : " W CAST , DALY. PNE WELDED M.1, PPE TO THE TOP OF THE ' iL 1RiXV STFiL. JOINT ' S ry�I�. PLAN H° DIMENSIONS ARE ' 9 `"� » >~ 1 Z I A' r- . :. RAMP FLOOR BY 2 FOOT ` LENGTH IN THE DIRECTION OF PEDESTRIAN w iv N ATi %W,V S>1!E Y FOR: EST111ATWG. . ::. : TRAVEL, OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE /+ 88 + , WELD ALL PURPOSES ,AND THE ACTUAL DNS w...: E USED WE7H THE APPROVAL OF THE ENG(NE£R. �'T _ 43.4 LBS, COt C70RS B BY THE: pRyTpF �:' PEDESTRIAN 11. A1YIL L 5 : E: ET NA' £� 1 , . , �A __ r. .,_ - , WARNING MAY B TYPE A _ , m was a Les ( To iAc�T H o.eoNDmOHs. sfc r re .. E , Xslx ,+>L R HOT= a r .Hs RElac o IF 411 : Lars a SMAN .: t ,:, P _ . ° . a. Rtxs x3HH : ExIST OR aPsrsVOiiT . leil.:: w , �•,w ti 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAM PERPENDICULAR w: � . , _ . _ M _-_... "°IeLwma wa S_ WHEN ss�F oN THS Purls THE . Gtr SON GHz . . '. . � ., �`,� .'' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS � 111 1 Wim. WGS IS'7O : N AGCORD/NCE .£l16lVE'0 SPAEe m .�;,':. _,__1:111-.,-- :_.,..,,,..Y �* V- "A'ATE, ,i Si:'. :1111 - MTH4'F �D'IS1I.'T CdST-OF.. : <y:. s5, f.-.. " "' is :. a . : ".: T HOLES MUST BE PROVIDED FOR DOWEL GARS SO `a ' 9 F RAMP FLOOR Is PRECAs , _- CFIn ,-- •- . . FU ibANQAM6f PLAOrrO DLISwHArr�IAI s z:'S OEwAs - . x M . SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF INCIDENTAL TO THE SHAPING B4 TO � .., ; ,.. � �' F SFAiAADt ACCE�.RdtSTES PI�SnEiP A';Cdebaf34€tEIS Llttt�iSTf SIO:: LLH ✓t;'.;. :4. >_, THAT ADJOINING FLARED 91 -. >i ".. , .. L BE CLASS A-4. t ti4t AKX D THE HI? PLACE; FDfi THE $p GG I2 9ETEGT t AR�MHiG dwe2`:a :> S1iSLE, Int tNiS ;SH B> SasTatti7 3 xtsi. C.rSt C,YitVti:; ! i GC S E Z PRECAST RAMP FLOOR, PRECAST CONCRETE SHAD_ w _ .w.. .:' , . 1 111.. F. gmesTS, OF:.:A rAcLayi 7F .AT MW -SE, A '3ACAGE NTERM, AW, . x ": `; ::.:. _ :. ti MAX _ . x >i " x 4^ Y4 ' x 4' . -,,:. tit h !4 I L _ ... . -.:.•- _,:: LACED 1 CENTER TO CENTER ALONG 2 >� ARE TO BE N0. 5 X 6 PCD ... 5. REQUIRED BARS UtG$ w u STUD SPEAR. .:..... _. _ US iT Sh1O ? ', C'. TEa4' AWACEKT`'10:kIAGK 1:w y� d ;;;, :,Ii. ,, aA=�T I E isl'-;t IIT BOTH SIDES OF FH RAMP FLOOR. MID -DEPTH OF RAMP FLggR. MINIMUM 121 MAX I PLAN t t2 r , 4 of E t fR (HM('T E GUR9R SSC) M „ i �;ElE GX CONCRETE COYER t" � - �°` 1DRATE REMdvED) aEr �'�'-� BOTTOM cF T� STRUt7URF THiE WART -a� 0H L STs iiF c); I- Z` �- tis ui --'.: • < SLOPE TRANSI71aNs ADJAGLNr Ta auR6 RAMPS +"� ^ "-i1---1--'� �••• F TH+E'sTRucTUH�� sw,PED ccLrxEf� ..i�Y.a : - .,, 6. CUR$ / cuRe AND GUTTER ,,.. WrtHi OEAIENT AR 70 PPEYENT TXI AH 'JdX? : * IF t sr�I cH Ess: ROUTES r� E mac' � aovl ' � i fK�€i � o-+ � ,-� 14 ARE IN=VED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE � SECTiOM -B ST OR ala►iG WA ,kt TtiE ! 4'T AVERPKE W03" 5'ROI4TED.r:*TQC taAx 2� CR s DQE; � ° 1 0 : �, ^;; N THE PLANS QR AS DIRECTED PARALLEL B ,swDL�Aar ALALL THE %y,�TMILLs NI�Hra •, - . _ .-.,. _ .. 7. CURB RAMPS ARE TO BE LOCATED AS SHtlWN 0 lt�,,WHEREVER COLLAR DETAIL NN LiNsgD: To LHX,Er'SMtAPIHki lS r0. INCLUDED:Pir I TE . .-+ .-� � v: _ BY THE ENGINEER. THEY ARE TO PROVIDED AT INTERSECTIONS WHERE ' t* I;S)t rYAL' i # PROP 45 ti 7" S pIKIS i5 TO :BL POittE[?: IJs3i�J[.H at TLS SWr{3 EN %Nz w '�' f. -. '' AN ACCESSii# E ROUTE WSTK4N THE RIGHT OF WAY OF A HIGHWAY FACILITY „ IN. THE "BID. f TIE STRtHS TS7Rn ft ` . . - Obt $7M ilSiNG: ABLE CF, . Stid4fC�3bt)N 10411 VAT KEEC5l4FiE11 I4 $RRC; a, _ .f _ , '. .. A . _ ,.. ,' .. -4. CROSSES A CURB REGARDLESS 4F WI ETHER SIDEWALK IS EXISTING PROPOSED. ,..,° ', ..� . ' ... .r-'.'"•" ;F :#'. - "..` ::. TIN PEDESTRIAN CROSSWALKS � � IDLW NO: WASTE. - TO WATERWAYS - , ' 8. STEPS ARE 70 �: PROYNIED MM1EN H 15' ... 1111 1z, :c' ,- ^: ,,, ,,, , , , . "4,., _. OR NONEXHSTENT. THEY MUST BE LOCATED WITHIN DAtEH INS :FOR .. DRAM A 4.0" .OR GREATER, FOR, DETAIS,, SEE A 2 PRO#5{7 (S ? P. TQ. 9E CLASa '8^9 t7NC5iE E< AS SHOWN ON PLANS CR AS DECTED BY THE ENGINEER. AND SHgULD NOT.11" ,� �'">'1 €: OAST iioN:ONLY STANDARD ST,i ..HAL LdatJ I ..' � � , ; - 1 BE LOCATED BEHIND vEHICLE STOP LKNEs EXISTING LIGHT POLES FIRE zr14�Ax DETAIL B . : ' , " ..'r HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A G{ONTINUOUS - d + - 6: THIS "ITEC MAY @E PRE NAST DR. CAST- 3.:RE HA ..1 :Td . S5drY' PLACEO 7`d NITER Tia CEA?F Ft ., 1 �� ` :1 Via., ' tfIQBSTRUOTED STABiE,FIRM AMD SLIP RESISTANT PATH CONNECTING ALL 12sHiAXy 1I�PLACE .�, '4L Com, AL .� } pW¢t gF'; Ky�N.' gam . k" p, , . �'';... : z : ✓. ACCESSIBLE EL MEN7S OF A FAClliTY THAT CAN BE APPROACHED, ENTERED _ .DETAIL A 2r B• r F CC CE a COv .sfx:•.1. s AND USED $Y PEDESTRIANS. 7. 04 X 8 SMOOTH DOWELS AT _ p s 4' 2'1 _ _ HARDWARE T- . SEE' DETAHI APPROXI TELY 121 0-G TD ! TidRMfJ:;CitTTER -L - Wim,_ d Ai.i DtCJdjS AtX}:i iN wtk� mi SHtD t Aid FHS: s ..AliLl� «o w 1 I PLACED 11 ALL ARUW AOJA%AXT - �.�, , , "STA ?Afii1i cC ,: , > : ,� ,�' : B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 7` MIN AT K , 2" HIGHER THAN 7-7" 4" DEPTH how t To UT1NS) COlKXiEtE. TO PREVENT ix, . ' - .. .. < -1- '11 11 .'�",... - _ R THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ANIS EDGE OF PAVEMENT--^^-�•� - - 'IH OR : : _:. t '.:�-'', �• `' A .: - a,x _*..,s'k e 9 'a° �. I t,.3 f - : €� , :. pY ' ,, 1 �>AQB. 7E �: IN LEU "OF DOWELS _ u' .:. ,�' - ..:s :'e✓ .':'A . P.. .,r, -nK B OPENING tJ� : M `1 6....... YD - ..: ... ..::: A' . 6..:W .3.. fi . "t{�t>�' � & SbV AY,: 9E ::._ . t ..� f TI6 - T,irNBvt��K.�#�.' > .. _. THAT THE SLOPE AT THE CONNECTION OF THE CUR _ ,;->c '\ AT.K� SAME AS TOP OF CURB } _ Ad x b WDiF! A 2"IS4 NOTCH MAY BE PROVfDED. Fr` a,.: ., - .. � - -,: ,.: � . � `� :.. ' � o .:> AL5t3 A�i.�it �? 4 NEtt . #t .. AWG .5.. co . .., . «. .., ,• . _ a�::-m d'. .::any. g -.5: b {F PERPENDICULAR TO THE CURB. �� + &HE- •ALES a "$ S . " :; .THIArEDEfNL 3a_4 FOR. g,. tCzGiT SIE & 1i w 3 DIA►AETERSI TYt :3R?E ,3t si. " ' :: y E� t , 1 7 E RADJI C ar . _ +N T>. C? ,'e . ,,.,, :� 9. TYPIC c NCRETE SIDE ALK IS 4 OK_ EN THE ENTRMC ANN TYPE C * a. �t w .. � ION. WIT) s. �,A �G, HE C� . ,: t GQM O , TE THE TURNING REauRE p�T� ANTICIPATED HEAVY TRUCK �' >'SN co�LAP _ W Ew EP HHOLE4 e,.3'' Dw�ER WEEP. HIOLE _ 12"X12 FA«E Tt# x.�aTRt10ARO Hs. Ta: eS AD TED TO.,MAT°CH THE I~ ::. ;': _ PARAi LEL &PERPENDICULAR pLAM HARDWA4E..DTH. » MESH �'�T H -t . € /. : : TRAFFIC. REFER TO STANDARD CG 13, COM RCIAL ENTRANCE 4HEAVY tr �� fl�� OR DAL TABLE ",�,;W RAT�x#tIK. ` . _,, "_ TRUCK TRAFFIC) FOR CONCRETE DEPTH. - 121,_x.:. �. iMme oI�`A OAA H% �EG�`t£?�+% kA Ji.SEC s'r"Aft � iA E cex crAsL. � jk 1; 1.-a � �-' u U � I,°E,'; 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, = ., , � � � �HARDWARE CldTH N d`FISLLY r� THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH - TRUNCATED DOME � T4' T!!E 041r�DE TF!E &TRIiTC1RE Hr L .- x 1.6' 2.4' Is J((jjjj�((jjJJ jn��j(( x:F s a:) C pq �.a W 0-0 8i +b' �tlLIUCJ� �� 9, CAST N PLACE GOHICRETE LS T¢ BE :' p dtStskT E.,�t1H tfit33 itxdf JCW 1 I ..t L " iE HSTiRS#aSt 1P1 )S38i?' F•A-I O a d , , b ' (X \SS A3 S PSS. PRECAST O O a /1-1 a a a a a a - CGM7tiTE E. TO 4000 P9, _. a a o a a a a o a o o a a SECTION A A Ole • rll_ j�,•j,, v. MY ALTS , C HIETHODs OF'•Arx ADE. � t1, N� >, u c�3 u a a a o o a o 0 0 0 o a o a o, - CONCRETE QUANTITIES FOR MIN.:DEPTH OCTAL a 'IT� MAY BE SLIas FOR THE s �_ �'CUv t L14GS. AS CMN HEREON.: � a a ,� ! " c� a a a o a a a a a a o o a a a 2 12".WE PPE - 1440 a= YD: . j� .,. APPROXOMTE wEX�TT: ;-� � �yFft ] )I"- CAST Iwtx+ tt WASTE OR" To WATERWAY � , �:, � .s O a a a a a a O O a a a 4 a 4 ib' = fl Diu:Yp : EtE Aft '•1_ k! L65. L4PE !W�[! 0��'N:L I �Gemg,.- m a c w: a ;z'_: o flo aa0.251 24 P i - 1 etz CU. YD 6 :. �E AI `;EASE o_'. e CtECA1 E:. sp GR��A� LOCA OF {E'[7'F.Ri#G:MAY o rr ,a' m x , 6„ •A{rGR£fiaATE .O;A',ti"' - r a , e o : a . u. a�-u:. a - .. 1111''Ff'�.SiE'-2S B. icy TE.:z'' 507 - 65X OF BASE DIAMETER o o a a o 0 0 a a o a o a o o SECTION C -C SECTION D -D . I eY Mux�F�OTUR�R TYH :T V,a At,w TA T: Sit 15. DOD; 0449, CU YD. PER p q ., 4,€ ,; 1.�• (.� �, _�*i 3 y�J�• i {, , _y.'] '( q �y= �•,. °`°i;.r'E:SET �„:y-.„.,. -"'I o 0 0 o a o 0 o a o d a d o ❑ ADOIrro►W, FdDT oF-s>�THi:. GRATE. DETAIL S..'::.�'I �,j 4 i I 7/%?x' 71_4 EA 1, , F'LIrl+�E I `$, ;I lE6 !I"Y L.t '.'I �•t # E id.z',': }.,I �t L4 I �ZI S�1 �F: t'41.. .YR :!k ph 0.91-1.411 VARIABLE EC �; BI SI=C 1 ICiIU `C C SECTIE Lj_: 4 M,1NIMUM.-------"' � 't' S'�ECFvA71p'}' $PECnCATiS3liH vt=-�'"' Q BASE DIAMETER M' PAY LIMITS STANDARD DRQP INLET I F . Ct3MI ERtIAt. ETR CE RdRO , OE ST ,; TRUNCATED Dt7t�E DETECTABLE WARNING rmAO AND ewoOE STANDARDSr.Lu DETAIL DETAIL .SHEET ..1 OF i. REVISION DATE, 12" - 24" PIPE? MAXIMUM DEI r . iH) - 1Q' ) tt•�I��4 `r TRUC%C TRAFFIC ANT€CIPAUD1, r uKs f �HJEEi € �`' Id � sy T j ( fir; msµ: I "�``� I .r, � � -;i. ! L- 7 1 rt 'z SHEET 1 OF 4 104,01 YNtG4iA'DEPARTI,EN'r. :TRANSPOR'rh7i0lt r� '#IA RRTMA;biT.._:4F TRAIORTA'Sx,, _. 1. 11 I „, CC -12 DETECTABLE WARNING SURFACE `�"' REV. 7/05 GEAIERAL NUTES 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION T- -�► FI 7 __ ( B CG -13 DETAIL-' WTYPI_ NIE�'�R B0� CG -11 DETAIL _ '� DI -1 DETAIL _ _ _ SP15 NOT TO SCALE 1111 _ _ - I� � OIA LSP15.NOT TO SCALE � �NOTTSCACE 1111 SP15 NOT TO SCALE �--� C) 1_ NOTE WHENAPEOEaTRIAN AS, E c R00E y+' _ _ CROSSES A C`WERCIAL ENT N(_E �•1 •i--- . THE CR<S� SLOPEr SHAd,L BE 2Y FC?.11 �. A i.lz?TH IMF . FEET. ... ��`-"WWII 4 A. 0$TREFT- t'ails��t.H,,,, E Su f iP . EIIER/3� zN TE s T Pd P f€ IttS.T E a : W�' " : ILII E Ko,'tW?Y ,d.zEE 1.37E _a.; . - 'FIJI„, £ r - ,Y. "aFi= WH' PN. L;NT, _ uy ::.' 11 11 _ .. z::';VNE.1 JaM.IN C%,X,:CTIDN WITHti-ST,ggyk f L,', 3 Afr">KHiC,T�::EK Ea '> 11'<T;3 al("PE �F � TCH'. p'y'y r 1- . _ rr._ _ -.7 SH dlrh . FL} :OE IEC' T MATCH'THE Uv r}T3'a4E, t,tE':.: I.._i� v 1 ..-. ..:: ,.. : 'lss,,'. 1 'CU'-2:)J6t .t�G 6.: ! .. w"47. _f .,7MT1'dt�. 1111 _ ,.^""'. }..^"i H,�...5 <- _ . : *; ..�,+` P iSEE. -t>!e7 E 1I - '. _.:t=-111 1. €` 'ET `u £41H5' .. 1111 .. . . _ _ 1- H ,. r �',€,"' Z^�x ,.<:' �, f ;SEE7Ah,5t1^�,. }E. Fi€ri #;£>if i2,a:44R FJESI nT�•4 'I-? ;3E' L(JVC I-: _ : T- - SICESYZLti V, �SI7H:'jHia S7k>If)Ia: .14 µ_• I �! :IZELEA rE :V&LVE':--•-,. !r � §,ti ICenuK , [ "� � a�ie� t, olre' ti. s - f, E. urTt L �s r'`'�_ .: r, E m - -. _. , �*� ..: , ... . �; J .., .. ::.i, I :h€ :t:KatlllPdE £?3d?M'EhIENY "'K'1_L .:E E.ri*:,'TRUi TEI7 :Ti THE- .. �s`.-.. H: -'d •,z' sel _ .- .. .. *«;...:.'F235V,Lttd!~-';�;i.6,T"a4NY:,;aLri?GS?sE:7 At3111'A71u`,N - "' . �'' 'y •,,. 1111' .�.. ,. ,I :..>, - .>, .,,.Cmv�'`�"` ,-- .' -1111-._� � x, : ,- • ' .� •` �- s; *, n. ' ,, ; �;.._ u ,.^.""- x k 1 11 1 -. , /, . '-, .: >K r�...,...,.- : ... -.�- - [ 1 1.11 .. 1111.. :. . fa E ,. E 1 Ad LIN s�} f t'. 1 `H dd. P«-:T§E .,r,i5: s. i_....hr.,kzETE " ,. , E. ,L. .-. ,,L_a, EFr T:, FL �e kS * ;Ic.E... TE TT E4 R.G ., a_� E YEAEtT.:NHL ? Er->:- t N s,{ " g, „- n.t, a£sdE , L E --w . r E En�at�Sla�;:: ✓ I3ats7era,fy..xHE ErrTRtt>.. .. f.;' i----�H ' i CH piix,EL' i f '.t S`�IISY: I. " n. `, e' �^ : :9J1 -k,, 24?Y51 N: ...-, .. 2 .. '.> . -. 9,,r... /'.- :£€i}IfVI" M..z,.w i` .�d'4T ` - .. . " d..;T,hYZ1�L E. 11SW:': i3€2 :tMSt A11"J'4TFiS�! t.:Jfi,�,;f"+Pll) ClT E{ ' N --I __ r: � ✓ rr'HyHaLL r 7 :E E F L Ti TEEy THE>R:: ISE;'' 'CLAN; ��J �"x: ` :1;::; J/` / . , : N<?TEx Y4iy i K , .4aR a si ?II:I E xO ' ' E � Fy ::7 EPl k E tt?iT EU €55Ea.. .. { L� '• _, : , d .. / .:: H%YiJ o� TYt�I(r•L aEGTI¢Et, : � `"'� gni ,.v/ 3 s f �• i.-3 '.x1,E M.. II', .. A F'4 � 111 / "t � 1F 9,01 I.I LE ' I i I ! AN. ti iE i ENTRARCF:NOTE1. H --i ... F i.y _ �,.: .ra r' ,,� t '$R 'h°sJkN<+,-'---w'Ps ill t? ;:»ACI;aG - ....:. 1111 ^. ;". '?,: .F vAf .. ;M-. 3 �.f4ffa,.dsi1'{: �. 1 }.::. E" .. , .. .. 5::: `h'HER THE'ENTAMCE :Ri ,% i ' tdT .ACc()M Vii7QATF CHI: .I.1, ... r : - - x , ;''..:._'*,S"" __:.:.I. .. ....TE%CINI&G�.;REIUIiFrQENTdFRAI II:IPRTELI HElTVY T :: r-�'^'. _ *I t 3. ' 1 ' I :I_: .� �' ri,iNL w' HLA a , u E-* C €CFF C: TNE`OEHTA fi: at. �itiExA ;K & C R6 ItALtF :' 4 .. - _: :; _ -r „' -i - :Y�ITM6'V HE'::II ". ,.CL THE �, . HCiuLi7 ta.. . - - �'.r .< E -: Iu; SIS', ESA; . :1: :'".:i' ., .. ,t'.rstc.MLi^ fiffRbE RENTi1.tdCE �,NLYa` A2,E 0 Y� F.' art. ' \,. _ €�+e:.,r I„<: - - 11.11, s, �s tt. < 1 111-, . s _ a . ,_, , xa . t1„s:, f-.,'� 1, ? ::'i: Fi:i1'.ti. ,. -.. d'':`^>.:; ., ..�. ,: ,.'.. :` :...:. „- ...,.� ✓.::. ,� €,. . „:.. ... E E £V >. r1£E'CHiM1" E-: �.:...-"-. _.: _,-'111:1,.1111.' :%£.;'?'i.s.d;•':P•�E"TL.. IPaYitt,R.Tt; SYHE+4`.«U3f>T ... I 'N; r .. .- w,_. ,.- .t'. f _,` �.. z.. €a I PL i2 LITE .- - : .. _R3 �' ?E" <.:: .. , ;f m_ :... 1 Z. aFtE :aT:.E 4, T 6 FLCi . _ ^r'`'x. r :., ..,,:.'_ ,--r^'"- "',h, ... . : .. .,--,+c. •",=-_ .,.��-...�._.,_.: G ,tSEE LYE i5_.'�:6a7LIif2EE.3 'CCS-:5?hS;i`tI:;E, FCJTI`1E GFs,W- . I .11 I S'. ,'� :;.I> -I? _______� z,„::: .'�..:' " ''S.' ^'", - '? '.':. '.RHk E'?•FThAXt+S6.: �:> -'' .I'.I,.E. ._',,,,w . -^^ - :wµ _,-...�.-.-,..,..... 1111, 1111,..- �, 1.9'71: , t 1111:. "�,,.;` .. '_z . :�.. ,"' . �,,.. ..., , MANLWE' n{OMWAY; .,11«11 , �,,... ... _ <., ..: w. r: .. 6 rbd, - x:'Y3i6 v'E51 ati E &rk' �zimw E>a=t g�cE mmikE eHiNGF 1. 111 E t..JFT -�01" ;:�. . a. ._,, .'".,'`. ��.( - •--"�-�.••.• `;E -LIST C41SI .THE: AI.Lrri'AJI:.EPdT;iFlvE vs.L`E :. ...?,,. I•'F".E` ",#e'AtiE''.GHa x,e �.,,- ,rLn ,t,, ee EE '`<"`, - �'tif?,r KS%. `: xiT�, ..•••;,„„, .. L.}r.:-.,g;,.. :: `---1`111 .G'. `.ISLE' FFE56 1ALSIES.-r4[dE rY9T' `?RLIEICAI�.Tq':,tTREET.: ,w''>w }' la flR T'JtAIuTL3CVE. 7 h /,. T . I 11K.SJr u,:FTH.: 151::. .. t l_. 1 r: fcaaa r. CeE..I i :ElTItA41«E. lriTEISEGTIIJ Ni;TLS �I T�: JOT ,� Imo_ k, 14d,_,TE_ 1. I353e7p 5L NET SSE R 2E _ ..p .. ..:-. ',:al'` ,tTlf.,. €.:..:: .. ;=ti YY.>ti1HEv Ct�-�S51.51. cE£� Edit �a"F7,tEE.T 5;.i'7NNECTli3X+'si'F1E_...,, t, ,' :».: : :f ;ci: ELI:'j,_'. E _ "f;.' c Ef .r . ,.t 6 :,ir itNED Irj:r , ,?A ai E:sxer tE {e ,JGr r E�f i- . x e C•x,. r- :" ., ..,;x(51`' ''Tj>H l.tM3 Ta-:'GCSfi�`sTCtssG^T-::2:d1;Ef:HP.Itit3E5.'aYiTH A`:i=aekAA;}L7:: 4,'s7i2'.tE:' °lA€. Tl.«.h E,^i d"K .. .. Ir - rr , ;t TFi T th LE a TEFL L .. E .s . ? t5ntp .} OLt 043 THE atIC2LEEi JRE& E CTS h - Ed! T{i -Ila LE 4I LL eF Tt ;AQOT ROX, DESi(W KAM ;INCL1rj0 �Tgf,pv�q '.. NIAN SECTICN..A:.'> ; A SIGHT ra�T�ace �� .vrLlae RE IRVAENTS: " � . :. (Z) � LIE uE E A 4( a FL1I=LE: �.�../ Lit VICE Ti..' ' aT i,.G�T1 LFL WINE MAY fE4UNE T4 Itiu QF t m 14. 111 O MTI E 7d�xJP#A E ,:. .::: ;�,,,89x*-7t1E''btTEis£itTl;TP1 .. .. .. ..,4'-''„ x TE .. y ;}„ F'i5F f1 d'PP'a�kTTEe'M T'T�.°:'s>3eGst E ('}?�t�E: - 11 .d I 11 H ted T.SLLE, ;, ,,,.' 4 I'd F S'Sl & "'PHOLE, E COKE . . dI3 ar E%i 11TH TEs t ,.rT :t i Cl F3:, T% FFt . F, .; r TE £ Y exs LY I ''> .T AFFIL`°• Kl ;a ., 4i,f1� t, . L <4»AL, N Lt3 Ali EI TE e *ICE O E Cf f; i E HiALL ,E':f ,aE,l':.'�' --_: 4 � _:- m. M_ ..;;.I'--11.11:: ... ... _ _ , : CRAiBEHl'4E AJI. PROJECT N PoY q Ii . ».CLEF..: f. < :. K ,:.,E .v ? .: t t .A ::FITTI C,, ,. F. 1111 Str7E >. a. <�,; � "'I, O '� .: '. , '.. 111'1 , ... .E� , .,...r,..: < > «;•' Ct:As;°x A3: / am. -e.:_. n. .,..._,r*- EdT(,RuWEIVOLWE '�L'" .� LIaJE 't . A,,,w,. L LEY# LaE::.a. A.>,,. ,::r.t. FITTI. �, zH:� ,r'.: e: •n,: a, R,d nx' TY . �L. ��HO I . ,? R1 DO 6i 00 I,..r z,�,.< yL I ifs L; •�. LLE I SET II > I „ u , RETS. - I .x;. H. P:A i .S ,.FF=ET FF,.., h. THE ,._,1S,: Ac, Iii .' LT.>:/fTli' z.: 11H1.,R,E THE A, d, �„E BLY. ... -. T . E ... ... - ,' f r, s .: 1 1.11: _ .. . _. r. 1111 s' . s:, s'y.:: ,,,,111 1 a ,:.< ,t�:. -HWT`H 6iGR£ TH a50C 4 i'. ..0 .. ". _.. 74.. a , ,., �.,�: _i ... �TEI .Li -1E, 3,.E.K ra,.,r: L r =.,, T. _ E�,Eis,Z O �Q AQFS b AIS C .u,,EATE INDEX TITLE: fi.,,:.. 11 ...+.''' ".>. . ,-:-,.. - .A�, rE _ ::'..- THE . _ • 111:1...:- .. . VE„Lc,;u SiiL'=Fai1r'i.M:aJ. ::.x.372 i' f Ti jr, HE a F,aVC %.n t�.1 3E i TA11E,, SEI.7.lsI� Os:r i� eeq rHr a`u4,41 ,< r,-.. HTTE aLLT'kakLEETtiCE�WfsTFtLEIavT .. `YdTF"i 1111 1111 ?td'r'Lizr'r"LE TSd , TEE'T MEC71t'fiJ .. FH.x a A 11 . 1. r. Fla , -t-' r IETFI ? ET,ATET . _ .. - SPI 5 .. ..:: -,11 11 . ... RR, ikU AW 6SC IO O` ST.�Js'3,fih4?5 kfaT :: tI SQNNECT14iI~H F, -OR STREET IHVTEI! EMTIOJNS AND CQKut# M:IAL ENTF2AN�, .P: EVIl Ta r HES .i :s 6:.2_ " > 1111.... _. 1111... _. .F:Ht'.=... v4"�..;1 YIEGINII, NEPA,,RT#ENT OF T>T+3?N�'CRTtsT1CdN. S£705 r33:J:p'. 2 P ............. ........ .. _ _ 1111 _. ( 8 ANCHOR DETAIL -IN DETAIL 1 ... SHEET No: 15 of 18 �IAi�I�OLE ��ITR BRA��CR TIE 10 AIR RELEASE VALVE 10 CG -11 DETAIL SP15 NOT To SCALE -� 1111- 1111 1111_ 1111___ _ 1111__ 1111___ _ _ _ _ _ . 111-111111-1-1 11.11... . -. SPS5 NOT TO......SCALE ... __ * _ 1111 11.11_ DOTE: SP15 NOT TO SCALE SP15 NOT TO SCALE 5/08/17 01 loo, 1 -1000' 0 40 80 120 160 001e 00' 0000, 1$1=4C 0000, Z X/ 10,0000' N, N 1-400' 000, 4 > Offtite A = 1.26 A -06o C = 0.77 Tc 6 Min /x 95 A 00 >\ Ctdvert BMA A JJ A = 1.03 Ac C = 0.60 \< A 10 010 /I , / Tc 6 Min 01* Z . .......... . "Oe X p 0 "00 y \061" Ditch 2 A A = 0.67 Ac vj X V b 4) C 0.77 q -0Tc 6 Min /01* x\ V lz .1000, A J � x N/N1, t,, j?f "'} r S"✓� V`,;: E ��a�Y` L,a 'i .^`'� / /Y :5 NIZ...... . . .. .. �J' -6 % a, C iv tA 0.67 A 000!�,, Str 0.66 Tc 5 Min '00 "0000, > 62�1 360 , L. ✓ '7-70rr f -A 0. 19 Ac ..000 00,;0 0, .11e0001\11 0 ..✓... 00 ..... .. . . . hh 0, 10, 00p ,C 0.35 Tc 6 Min c- Str 12 A 0.516 4000, 5 Min \C 0.80 3� C 0.85 Str 14 7/ 'Str 16 C 0.88 A '0 A 0.10 A 48 Ac' Tc 5 Min o............. ... ..... . . . . ....... A 5 ,,k 1"0;10, # ... ....... C C. str it A 0. 12 A A 0. 14 Ac Str 13 190 C 0. 72 C, 350 Str 0 0, . ... . .. . .... . . .. ..... Tc 5 Min A = 0.46 A Tc 5 Min t = 0. 62 C Str 7 Tc 5 Min I 340 A 14 Tc 6 Min j 1.26 Ac'�,' 0.67 Str 19 0 z C o.7 A 0 .18 Ac 330 Tc 5 Min,/ L . ...... ... > E- D BUFFWA-. 0.74 A 0.34 A Str 9 A 008 Ac, Str 8 ......... . "STREAM 0 >\ in Tc M, C 0. 86 > Tc 5 Min Str 18 A 0.36 Ac++ C 0.789 >,- Str 20< -A 0.87 Ac C 0.44 Tc 5 Min Str-2" tr2 A 0.87 Ac C 0 .52 < -'Tc = 5 Min MOORES CREEK ........ ...... .......... ... .. . .... . ...... .. % ... .......... .000, C 322 ..... .. .. , 'Ditch I . ..... 318 A 0. 83 4c C 0. 65 316 314 2tT Mi MY RE c. No. 33028 -d en j? ,6' --yr -19NAL 0; I MR m -�2,1 111 "ZIMIE11010 U.j LU C\2 m z I �4 till E .. i �D E i 5 cj zri E-1 1-4 E-4 EXISTING 100 YEAR FEMA FLOODPLAIN C) CC) cn E 4 E-1 w w CO I U) DOM. PROJECT NO:16.007' INDEX TITLE: r SHEET NO: 17 of 18 W20-7 w2 Afl's'4kC"..7' RAI&mb kdOOMIu...:.. aA, W20-1 e" x 1E F:I aAvFu; F 01055 TT -Lh a FLAGMEN TO BE PROVIDED AS FLAGGER NEEDED TO ENSURE SAFE STATION �A /`\\ INGRESS/EGRESS FOR \ ,>\it11t3i1TMrTWL CONSTRUCTION VEHICLES\ 1E©v �Y> Tr+ ING9 sa63AsEv rtACE A' Tli r+R•s Airs. ,.r e. G20-2 ; /' // / �\ �� } ihfiraA�sRIPE s rl� IN {h�c'ifist�t£ ;F£�"ft3'Pi2 Ax' P+k" Gtri"sdd%,�' '"° �3£�p 1?dam Ef.'=L, ik�IC�,YiE: C"�.liF:z.F€F:�i' 1a:??kgS£.i 'o3:TR:ti»n 0. '/ // ` ' .% � t'1 v i �\''-\ l� �' ✓'/' , f ,arla}uT €tA E tia£Fi sA3E°'ta aHaa:i riA,dr ?F .Fc-A.`�t��" ENT Pr. i,�£ UN sf, '09F�DAN9?•& � ,'Pir Z�:sRhi;aii" i+�i�7'i T`r3�Jf�1�:?J�%s�'�d-01°r�-fib a?£'F�i,��1riG �r tt•;f ;:�{+•�?�is";F�:: ,/ // �� \\ r is �\ •'� \ `� .: i§�,. Fa$Sdt:'k,t:v3 tf't3': i +aa4'�ifi::;.`� Pai4E YA F f Y3'iLY�:i�'iiu � A.i. A�i� L .4 sG`FtYr1 TNF'iY>ni-iesS ,ri'i >�'.,,s,$ {i'r" :i t:.M" r ,€'ih Si,`9af3FFAt;19CP'AG� k7i ra'£ F:£e ti,�dia-F^3R3.-Ps'ii4{�C15C.`� �tftL7F9r.�aa' i 7'i'f;,'.:fl?'AY'E:Ni.:isiT.K,:4. / J,// /' / ` / \ \ \• t fi<. A:`:AiitbiA£ : ;U Y 4ci £ L la�� a4% k (a� 1'AY�kN, 1,tt , < 4k fFr i:: 1 iN I A l tt A � Aid 7 $Jk:' t :'Tfi "�?:._} li t t 5� k ISING / / // / %\\ ``ti, ✓' ..< ;:Ns- ,» ;�'T tiiAs+a.e&"#.;4 kii #A aei£tdu'tx� 1'tcS i t*s't.�, , €2N•i r'�t,£-''&Tbi '4i %+*f�..6d, iYii.u�,Y)4ik4 7'C€ An'I`vrt Yia' <�' /� � ,/\\a`•*\,,,r t��.}P�i`i1 �R4��Fi�Ti'VfIL2k'S�F7�S �€ ('yF'n�a' bt�UIT� S.iifL£�� 'NAab�u -.. \\ // // =L' \ \ /\ / ,, 'd L CPa4is7 aF rAAr T€ i r T ✓ z i ifiac tt T F xi TsN{ A% FN7:, T4. �z ;: +ak t. 4,E? KJN f i�. t+ RKa is wqpQU mE t° niaa.:i lh T t# 3k RES QWQ %jUTgLT i 3 1.t1 AFj rjoV& OF Iii Ci+ts�tdE�� , ��f J t -'`� •• &id.ChT�wfENT5 ;: QF.f,A7�I'EOT TF.:CY�Xtb(„. t4 :s��R C T^CluGYE AC3 E 3:a!=Cl,4Sf:.?SkG7 :ViALL S TA,Qt,FMILLING 2' 1. M M1 .33028 r r b sr criaat / �� STOP \ c\ \ `\ iaPiA i 'i li!!i"�' %�/ ft�i+a .sOt-r�ir Sim r F R WIt i' !i*t iJB tlw T T TJ F l I ON A L / c W20--•7 �- (T�WP-2 DETAIL ' SP18 NOT TO SCALE LLj \\\ \ ! \ FLAGGER \ ; 6OO SF STATION 2 -STORY (25,200 SF) a�--i z FLAGMEN TO BE PROVIDED AS W20-1 \` �/ /' '� BF=390.0 "'� 5,750 RY U� NEEDED TO ENSURE SAFE \ / f , .,� _ s q FF=399.0 {11.500 INGRESS/EGRESS FOR \ 0 ' , CONSTRUCTION VEHICLES Mgr ` BF==387.0 n° 146, LJ 5 c,> �" J II M / 5.600 5E /�{''` 2 -STORY ya C LU (11,200 SF) f N,. ` �� \ 1 j .�.� FF=386.01 w J I 1 8F=372.0 � � ,� o �5 z c`2 61.700 SF f I�- 2-STORY qPT �gSIGN (11,400 SF) FF=3720 ! 1 t2 c~D O 9E=357.0 J I 2,200 SF \„' Cf `'- 1 II \ \\\\>> A h 2.275 SF t I N >, 2 -STORY " / 6.40080 \\ b {FF=387.0 S (4,550 F) I \ \ s 8F=365.0 {4.550 SF) GENERAL DOTES \>>d�� F �, y {� ..., F�� i ' f ! LLj -� 1,900 SF 4 12 1 I W 1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. �,°kp •;" 4 - 2W SF h �ij 9.,., O C \\\ >> o c�1%, O (3,800 SF) ®� \3 ! it I1 /.. '� O r� STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE y 2-STOR3,200 E " a- ,,- G. BROADWAY \ \ 2 -STORY ?gR FF =376.0 i0•x `--' $F=3620 t7 `4 � s {8.400 so � � LJ FF=384.09 } 2x35;' J . " icy. ,, tJ ENTIRETY OF THE PROJECT. . :.. _ ////// BF=361.0 �OA61NG,�P-R�' %P J // r �� W W 3. MEASURES SHALL BE TAKEN TO .ENSURE ADEQUATE SIGHT DISTANCES DURIN1G �.a \ > �'`f' > 28'R o � S�Q �� :Ply ;;".� D � :;-• •«'. / ... " "�' ' CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION , �ti6 1 EQUIPMENT, MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWIED /..p ;+ \\�ei' .ti... ``:'; >".: m 4.700 SF '�YL� ca 3.600 SF - 3 TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. `\ ', �o �� € p \{% ,. 2-STORYypi �t / - ,• 3R w FF=353.0 2 -STORY 400 S O / / 8F=333.0 � 4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED y _ _ _ / \\ \\\ > Uj 4.500 SF , x, .,' x<< \d�� J ,,/ LL - CLEAR ZONE OF EITHER LANES. 2 -STORY '-_y ' 'N`"'r.„>;a 2'200 `\ (9.000 SF) LAD IG>SPi1G•' ".> ,a '. • / LLI ' z i2ir A %s 2 -STORY ACCORDANCE WITH THE 2011 EDITION, FF 3ss.o ;: `. (4,400 SF) 5. ALL WORK SHALL BE ACCOMPLISHED INA ` > �A°"' FFa353.0 \ Bf=358.0 8 " S✓G1V R f3 --I -- AREA PROTECTION MANUAL. eF=333.0 VISION 1 JANUARY 1 2015 VIRGINIA WORK RE , 25R G. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMIENT MARKING TYPE E 6. \,> �� FLAGGE �-'' �-'' :�' / I I� � �6 617 MARKERS SHALL BE COVERED USING CONSTRUCTION PAVEMENT" ' STATION / CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION %. ,� z SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT, 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE SSIGN/TOP NO LEFT RN' SG0 \`,PSFM �> -DWITH MUTCD, LATEST EDITION. 0, ` Yp- try \ G20-2/ W 5'fREET / �C23 E-4 ' MILLING 4' FLAGGER Exist. Exist. - _ Variable Width Variable Width FLAGMEN TO BE PROVIDED AS"�}1 STATION a Lane Lane NEEDED TO ENSURE SAFE GRADE BREAK SHALL OCCUR INGRESS/EGRESS FOR �\\ C `\ / / �/ AT THE EDGE OF THE CONSTRUCTION VEHICLES EXISTING THROUGH LANE. 2" SM 9.5A* \ \ 0 ' M Iii SEE WP -2 DETAIL ABOVE 8" 21-A* 6" BM 21.0.0* DOM. PROJECT NO:16.007" *Sect]on to be in accordance with VDOT Standard COMPACTED WP -2 Detail and shall at least match the existingINDEX TITLE: SUBGRADE paverment structure of Broadway and Mills Creek Lane 95% COMPACTED TYPICAL CROSS SECTION DETAIL FOR MILLING OIPERATIONS f !' / / / 0 30 60 90 120 SP18 NOT TO SCALE � , / -1-11 SHEET NO: 18 of 18