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Home My WebLink AboutSDP201600059 Plan - Approved Initial Site Plan 2016-12-09C\l INITI L ITE PL N FOR C' c: 4� o n c v c: E w WOOLEN MILLS LIGHT INDUSTRIAL, PA....RK TM 77 P RCEL 40 N 40CI esN SCOTTSVILLE DISTRICT L EM RLE CO NTY VIR INI GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: GENERAL CONSTRUCTION NOTES: 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 Handboolk and Virginia Regulations VIR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to tor 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 to supplementary erosion control plan to the owner for review and approval by the plan approv4ng 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 author-ity, 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 dewate(ing 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 t-.he 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 115% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/lO&Sf. Alternatives are subject to approval by 'he County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the Colunty erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date off approval. (Water Protection Ordinance section 17-2040.) 22. Permanent vegetation shall be installed on all denuded areas within 1 (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B)i 1. The contractor is required to obtain cny/oll permits required for construction of these planes. 2. Any time work is performed off -site or within an existing easement, -the contractor is to notify the holder of said easement as to the nature of proposed work and to follow any guidelines or standards which are associated with or referenced in the recorded easement. 3. The contractor is to check that all easements, letters of permission, etc, are recorded/obtained prior to the start of any construction. 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 propos;ed work has been completed including utility poles. 6. Contractor shall comply with fencing and ltree 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) includirng, but not limited to, all utilities, storm drainage, signs, traffic signals & poles, etc. as requirred. All work shall be in accordance with governing authorities requirements and project sitework specifications and shall be approved by such. All cost shall be included in base bid. 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts to off site areas, and shall be responsible to repair resulting damages, if any, at no cost to owner. 11. This project disturbs more than one acre of land and falls within the Virginia Star mwater Management Program (VSMP), General Construction Permit (GCP) program as administered 1by the Virginia Department of Conservation and Recreation (DCR) under the jurisdiction of the EPA. Prior to the start of construction, the contractor shall file a GCP notice of intent with the DCR and prepare a stormwater prev I ention plan in accordance with the VSMP regulations. 12. Contractor shall coordinate with all utility companies for installation requirements and specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shaIll be in accordance with OSHA standards and local requirements. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state and local regulations, ordinances and statutes. 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state and individual utility company standards specifications, and details. The contractor shall coordinate utility service disconnects with the utility representatives. 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). 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, 8 or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A Video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to toke place until the site is stabilized, and permission has been obtained from the County erosion control inspector. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE- FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHAH COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). KE 1 110, rol It" 10 kv UTILITY ARV - AIR RELEASE VALVE BOA - BLOW OF 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 COVER 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 ELEV - ELEVATION ES - END SECTION EW - END WALL EX - EXISTING EXIST - EXISTING FDN - FOUNDATION FF - FINISHED FLOOR ELEVATION IF - IRON FOUND IS - IRON SET LOD - LIMIT OF DISTURBANCE LF - LINEAR FEET LT - LEFT MH - MANHOLE PVC - POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC - STORMWATER CONVEYANCE CHANNEL SD - STORM STR - DRAINAGE STRUCTURE TSV - TAPPING SLEEVE & VALVE up - unuTy 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 VAII_AN I IINDU!RIAL PARK (BY -RIGHT USE) AEEPA _6UMMA.K1 SITE DATA OWNER ELEMENTAL ECOTECK LLC 809 BOLLING AVE, UNIT C CHARLOTTESVILLE, VA 22902 GE-I&LOPER. DONALSON CONSTRUCTION COMPANY 24 CANTERBUIRYRD CHARLOTTESVILLE, VA 22903 LEGAL REFERENCE & SOURCE OF '. 11TLE: DEED BOOK 4796 PAGE 325 SIITE AREA: 1I AC MAGISTERIAL DISTRICT: SCOTTSVILLI:..' SOURCE OF BOUNDARY SURVEY: PLAT OF RECORD SOURCE OF TOPOGRAPHY. TMP 77-409 FIELD !`;URVEY I'BY DRAPER ADEN AND ASSOCIATES DATED 01/20/2015 TUP 77-40C1 FIELD SURVEY BY STANIFY LAND SURVEYS DATED 09/22/2016 DATUM: NAVD '1988 THE AREA SHOWN HEREON IS LOCATED IN 21ONE "X" AND ZONE "AE" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO289D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION S`TUDY HAS BEEN PERFORMED AS A POR'nl.')N OF THIS PROJECT. WATERSHED: MOORES CREEK BENCHMARKS 406.32' CORNER !`.,TEEL MARKER NE CORNER OF FRANKLIN ST AND BROADWAY ST 332.42' RR SPIKE IN POVIR POLE ON SE CORNER OF FRANKLIN ST AND MOORE'S CREEK LN WATER SOURCE: EX. 8' ACSA WATERLINE ALONG MOORE'S CREEK LN. 5E*.-R SERVICE: EX. ACSA 8' SANITARY SEWER IN FRANKLIN ST. MAXUMUMBUILDING HEIGHT. 65' PRIMARY ZONING: U (LIGHT INDUSTRIAL) BUILDING SETBACKS PER ZONING ORDINANCE 4,20: FRONT: 10', NO MAX SIIDE AND REAR: STRUC.TLIRE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WI'M THE, CURRENT EDITION OF THE BUILDING CODE. CURIIRENT USE: 1 6 19 0.5-pTV M! 0 "I. M-v� 603,74424 SF 13.136 AC TBA - TO BE ABANDONED GiRASS/OPENSPACE 468,07' '? SF 10.54 AC TBR - TO BE REMOVED BI=INGS 701,300 SF 1.71 AC SIDEWALKS 4"5716, SF 0.11 AC TIC - TOP OF CURB PARING/ROADS J30 0790 SF 1.50 AC TOTAL 1: 3,742 SF 13.86 AC TS - TOP OF SLOPE ITE TRIP GENERATION TYP - TYPICAL TOTAL BUILDING AREA = 108,100 UG - UNDERGROUND I -'SF FOR WAREHOUSE USE (ITE USE C()�)E 151',)), AVERAGE TRIPS PER DAY = 4.96 VPD PER 1,000 GSF THERE ARE THREE SEPARATE ACCESS PCIIINTS TO SERVE THIS PROPERTY VESCH - VA. E&S CONTROL HANDBOOK 1. FARISH ROAD (HIGH ROAD) 236 `0PI1:) YDS - YARDS 2, CANAL STREET LOW ROAD) 236 VIN) 1ACCESSEAEMENT ;54 VPD PARKING REQUIREMENTS: TOTAL TRIPS 536 'IF0 (MAXIMUM) REQUIRED PARKING FOR INDUSTRIAL USE ......... .. ............. .. ..................... ............ -------- -_ -- . ........ . ... . ....... .One (1) space per employee on the largest shift plus one (1) stpace per hundred (500) squarefe4ie open to the public for customer parking ............ -- ----------- -- -- -- ----- - --_---_---_ ------ ---- ---- --- - ----- - ........... .. ... .. ------------- - - - _ but in all cases a minimum of two (2) customer parking space*s. . . . ... ........... ... ... .. . ------ ----- . ..... ... . ..... ... ... PARKING PROV 1: DED TAB U LATIONS (2 (3) (4) (!S) (6) (7111(8) (9), J_ _(10-11) (11) (12), (13) (14) OF EMPLLOYEES ON i CUSTONIER MINIMUM HIGHER OF TOTAL ADA LOADING R OF TOTAL AREA LARGESTSHIFT jAREA OPEN TO PARMIM CI ISTOMER COLUMNS SPACES SPACES i SPACES I SPACES DUMPSTER `BLD AREA (SF) i STORIES (SF) (SPACES FREQUIRED) ITHE PUBLIC (SF) REQUIRED SPACES ..... .. .... ...... .... ... .. ................ ... . ..... . (7) AND 1 REQUIRED 1 ... . .. ..... .... PROVIDED ... .. ........... PROVIDED . PROVIDED PAD 1 12,600 2 25,200 U4 1000 2 2 2 16 19 2 5 2 5,600 2 11,200 is 1000 2, 2 2 10 8 1 3 3,200 2 6,400 i 16 1000 2. 2 2 8 8 2 1 1 4 3,200 2 6,400 44 1000 21 2 2 6 6 2 5 4,700 2 9,400 16 1000 21 2 2 8 11 2 2 6 4,500 2 9,000 5 1000 2 2 2 7 8 2 1 7 1,900 2 3,800 4 1000 2 2 1 6 5 1 8 2,000 2 4,000 14 1000 2 2 2 6 4 2 1 0 9 4,000 2 8,000 14 1000 2 ------- ------- 2 1 6 9 2 2 1 10 6,000 2 12,000 16 1000 2 2 8 2 1 .. 11 5,750 2 1 11500 16 1000 2 2 2 8 5 ----- ---------------- 1 . . .. .. ................ . .. ..... . 0 12 600 2 1,200 �2 1000 2 2 _-----_---- - ---- -- - - 2 4 --------- -- 2 1 . . . ....... 0 ......... .. .. .... ... .......... . TOTAL 108,100 ..... .. ...... ................ ........ 69 24 93 9.3 . .. ... .. ....... . ------- --- - 20 16 11 ................ . ,REQUIRED LOADING FOR INDUSTRIAL USE .... ...... ....... .. ... ..... .. . . ...... ... ;One (1) space for the first ten thousand (10,000) square feet of industrial floor area plus one (1) space for each additional twenty thousand (20,000) square feet of industrial floor area. LOADING SPACES REQUIRED = 6 SPACES ...... .... . LOADING SPACES PROVIDED 16 SPACES ... . .... ...... .. .. . !ADA SPACES REQUIRED= 12 SPACES (ONE PER BUILDING) ADA SPACES PROVIED = 20 SPACES WITH 20 VAN ACCESSIBLE Mic L F. MYERS No. 33028 k�o -fc)50"�ONAL IRON 0 Ak ti NZR_03k �*. Iff INDEX TITLE: P mmllg� �= EMMETAM9 A \ \ �\ - --I - 60d V ric A ep e ------------ ----------------- 41 Y7 _—V Y J* tFll V 0" 5\1' C" "0 V 'X� A 364-- Al/ X \1 \X"V"' 'Z' 0q ......... ' , ' V, \ I , x A Y A, -j�.0 E xy X'�Y/ x V\1 V �N C), Vv E Y// ---------------------------------------------------- c "v tn A., 1" 4 Q) <6A (j "%7��" \ ' I /'\\\ 1 11 c Qo\ A A /T lK A 0 T (10 --------------- ...... 0� 6) N�: v 0\ v y . . . ........ A CED 4W -101, ERS V1 12, buu ti� 2-STORY 33028 4� (25,200 SF) cl 1"') ....... ------------ F=404.0 SF 5,75(�' 0.0 2-ST03Y- N\ 2> .......... Om6d,SF, FF=399.0 ..... ------ BF=387 0 - 0,- 4V 3 ----------- ...... . ... 6L ... .. ....... ..... . ..... .. 21 o�� -0 )N 57 18 .. ............ %WE \5 600 -qF --STOR V6' ....... ck c 6 ........ .... . ...... . . . ..... - ------ 2 i 1,2k SF)\ oo 1p 4� ........ ..... epo ......... ...... --- BF-3�2 0 ............. . -SF -6,000 0 2 STORY 2 -UOO--SF)- , --sTOR-Y -------- . .... FFF372.0 8 2 --------------- 400 sf) ......... ... ......... ..... ... .. ...... .. ... ....... ....... ___--FF=387.O 2,OOO-SF ........ �'TORY .. ....... 8 ..... ........... . . .. ....... 04 30" w Q _SF� x 7 20' AGk ��L . . ....... .......... 'N EWER.,E_sfA FF=367.1�� ....... . . POO SF -ST09Y . .. .... . ..... ... U8 38,0/0 SF),/ .. ... ..... ... . rol.-O 3, .......... FF=37 -------------- 2- ..... PF=362.0 ...... ... . ... ......... (6,400 sf) ....... .. ..... .. ....... ...... FF=,384-0-- _gr�:356.0 . ......... . ......... ....... .. ...... . ...... .......... Ll000 MEN IRENE _VD v J Y Z_s I uKly V114UU,ST) V % 333.0,-' Y'_ ........... F=35��.O 4,000 SE Z p_ /�-STOR� (8,06 S I),, �D CD A-,500-SE 2 -STORY -A I G-SWPACE' � Zr 1=4 E' X/11 J N., 0 ej Z 4Of. 0 E . ......... :: :', ..... ........... . ..... . ...... ..... z ' - X�` ..... . ------------------------------------------- . ........ .... . ....... ------ .......... A\ .... . ...... . ....... 0 ....... --- ........ .. . . ...... ... .,p cv/ A -FSt AT N 1A ...... x '1114. E4 z.... . 1V ..... .... . ...... . . ------ ...... .... ... . .... I I , ' ' !�� 0?"'? .......... .......... .......... R T X\ ..... 00 uj E.. (Z) C) w NOTES: Q C/) .. ...... cn c'- I 1. AN ACCESS EASEMENT IS PLACED ACROSS ALL ers - ------------ OA -r-m DOM. PROJECT NO:16.00' TRAVELWAYS AND PARKING AREAS. Q) -cr .......... -------- -- -- ------------------- 2. RETAINING WALLS ARE ANTICIPA TO BE POURED 'vs 41 IN 0" INDEX TITLE: CONCRETE WALLS. - --------- — — — — — — — — — — — — — — — — — — — — I rr I ------- N PLAN THAT EXCEEDS 3,000 LUMENS AT THIS TIME. 11 V -1 . ?� 1\ 41% 10 - �t ------------------------- 4. ALL RETAINING WALLS OVER 3' HT TO HAVE ob 3. NO OUTDOOR LIGHTING IS PROPOSED WITH THIS r d" olp S �j (> _j SAFETY RAILING. z 6 30 120 �0_ SHEET NO: 5 of 11 lk a A DATE: 10/07/16 4'\e' c�' ead TREE CANOPY CALCULATIONS llj� t I I I I"! rIC T I A U011%Mb 101IF-A AnrJA ""' IL) -UV 5ET TRUNK FLUMD. 5EE NI): D — 60,374 SF PLAN5 FOP, EXACT LAYOUT E)[ISTING CANOPY TO REMAIN: 418,176 SF X 1.25 522,720 SF ------------------ AND 5PACING. PROPOSED CANOPY= 2,535 SF AS ACRE SACCIIARUM, 13 X 195' OK TREE TIE5, 5ff 5PEC5� TOTAL TREE CANOPY 525,255 SF > 60,374 SF x P IGNG LOT TREE REQUIREMENTS 1- 112" 5Q. OAr\ 5TAKE5 _AR 5ET 150 DEGREE5 APART ---------- MT NOTE: ALL E)USTING LANE)"iXAP �G IS A MIX OF DECIDUOUS, EVERGREEN 8 AND CONIFEROUS TREES. fIN15HED GRADE TREES REQUIRED 8 OK APPLY 3" Of MULCH AFTER TREES PROVIDED TREES ALONG ENTRANCE, ROADS TO BE SAVED IN LIEU PG PROVIDING PLANTING AND WATER — STREET TREES. THOROUGHLY 4" COMPACTED EARTH 'ING DERM WATER c LANDS(' APING WITHIN PARKING AREA INDUSTRIAL: lei, EX15TING GRADE PROPOSED PARIUNG AREA: 47,718 SF 5% PUNTING REQUIREMENT: 2,386 SF PLANTING PIT. 5Eff 5PEC5 FOR 00 'SF OK PLANTING, AREA PROVIDED: 2,535 SF > 2,386 EXACT REQUIREMENT5, PLANTING 501L, AND PLANTING 5OiL AMENDMENT5. 1-10 Z REMOVE 13URLAP * 5TRING -V u 20' STORMWATER c f RM TOP 1/3 OF ROOT MANAGEMENT ESMT 15ALL TWO TIME5 DALL DIA. (FMIN) UND15TUR13ED 501L 12,600 SF\ 2—STORY (25,200 S F) ... .. ---------- TREE PLANTING DETAIL F=404.0 ��N�WfO �SCALIEE 5,75() SF 0.0 FF=3 . ........ . ..... . BF=387.0 99.0 ............ .......... ........ 'I Y FkCP '3 20�,� ........... .. ..... .... 18 dL 3 600 \qF .. -------- \5 CNb ... 2 -S, TORY,� .. ....... . .. . . . ....... .. .. -------- ------------ ... ....... . ....... . -F=\3136.1- ........ 4. 0 0, 0 BF=S�2,0 ---------- .......... ...... ----- ----------- ....... __6 000 FF=,-,37z.0 BF=358. r.0 3,-20G- ...... Li I v . ..... ... 41, -(6,400 sf) ------- -35 SIF .......... . . ....... 2—�STQRY . .......... -FF=387.0 ............ 0- .......... .......... IRC 0 2 )IRY -OR ..... . . .. �4,00_ Ub-A ----- ........... N ............... 30 . .. ...... ,20 AUbA . . . . . . . . . . ........... N SEWER ESM 1900 SF,-- ..... ..... ........... .......... 3F= /06 SF) ........ ... -- ------ 3,200 SF F 37U --- 'TORY ----------- ............. ....... -- --------- ........... io PF=3E (6,400 sf) ........ ... .............. . .... ...... tl`413�'SP ..... ul --J6.0 rA fOAb L . . ....... ............ ......... 7 1b ............ ....... 'v. 1, J/00 �F J. ......... . /* _STO�Y, KIW -- ---- ' ,(%400,�f) 0 FIF:;-S80.0," Oil /I I ;:b -91F=351.0 N 4 600 Sf -STORY 0 SF),--"z> ....... (8p6 Aj500 A�N SIF 2-STORY SF) F -356,0 f= V ... MW -1 <1 KiT 0 . . ......... . . . .......... ...... .. ..... ........ .......... .. .. 0 . ........ .. ... . ............... 40V ......... ...... ...... . . ............. . 's W ....... ...... ..... ........ A .......... ..... .... DRIP LINE -�:: . ........... . ....... 16 ... .... 41 SNOW FENCE SA T .......... ------------ . ....... .. .. . ....... C, 0 V-1 - --- 1-7 CA) 23D J -5' N 41 ...... BOARD FENCE CORD FENCE -A #40 (Z) CK� 0 FT N it .01 cp 0--co PLASTIC FENCE x1v u\ -'ECTION FENCING DETAIL 60 1 EK PROI. A ------- V �90011` TO SCAIE It ::�;C E > v F�AIFANFVIAIF��4 RED �Irmmm ; r DOM. PROJECT NO:16 ()Oyli INDEX TITLE: SHEET NO: 6 of 11 DATE: 10/07/16 395 390 385 380 375 370 365 360 355 350 9 F - - ------ - - — ------ ----------- 11 + 00 12+00 13+00 14+00 14 395 E ye C%j 390 < > C 66 LD mm E 0 385 0 -= D T, 73 C C Cj c 380 E c 0 375 370 365 OC 360 es 355 350 75 mic F. WERS BROADWAY ST SIGHT DISTANCE PROFILE No. 33028 SP7 Horiz, Scale: 1"=30" Vert. Scale: I"=10" -(ONAL N, :24 *!4s 0A m W)OT v 0 16 C UAD ORNER C) Z ------ A'Q ......... I —23TR WTT P 0 CG ---------- 7 Sv ell 4 ................90 ................ . . ........ ....... ................. ............ ..... 2Y - ............ ........... U 9ft LU .......... z gyp/ co ui 0 *=BRA, A��111�GIIT DISTANCE PLAN VIEW 0 W Scale: '=Y ale� -4 cr) C/) n 350 1--mpw 345 340 335 330 325 320 315 9+ --------------- ------------ - ----- -- - - -------- - - ----- ----- -- --------- - — --- - ----- ------- ---- --- -------- ----- ----------- -- - ------- -- ....... . . .... — ----- --- --------- ------- ------ — -- — ---------- — ------ - - - - ---- ------ -------- 4- NCE -- --------- --- - --------- --- ------------- ---- - ---- --- .... ... ...... ----------- -------- ------ ------ ----- -------- - --- - --- ------ - --E-E-E E5 ^ 10+00 11+00 12+00 12� C0 ,345 5' 340 335 C 330 Z LU 325 320 315 Z 50 �D C) MOORES CREEK LN SIGHT DISTANCE PROFILE SP7 Horiz. Scale: I"=30" 0 Vert. Scale: 1"=10" 1E 7 ------ ---------- ---- V's W's 0, -\40 0 NO t --� > CD... .. .. �•�S CO iANE 9) 8" ACSI� > m w 109 C) 40 w U) A, 'o DOM. PROJECT NO:16.0077 INDEX TITLE: SP7 MS 0CREEK I�NSI�Gljl �DIII�ANQ�EPI�AN V1EW====== SHEET NO: 7 of 11 l� R%- 3 DATE: 10/07/16 MONIIIIIIIII Y/' \V STORMWATER NARRATIVE E EC, THE WATER QUALITY PORTION OF THE SITE WILL BE SATISFIED BY THE PURCHASE OF OFFSITE NUTRIENT CREDITS (2.67 LBS/YR). THE NUTRIENT CREDITS WILL COME FROM A CD (HUC) HYDROLOGIC UNIT CODE. NUTRIENT BANK WHICH IS IN OR ADJACENT TO OUR —YR FLOODPLAIN. WE WILL BE PROVIDING A STILLING BASIN AT THE E WATER QUANTITY REQUIREMENTS WILL BE PROVIDED BY CHANNELING THE 10 YEAR STORM TO THE 100 C W > OUTFLOW OF THE STORM SEWER SYSTEM AS AN ENERGY DISSIPATER TO REDUCE FLOWS IN THE FLOODPLAIN. ts) 41 MOORE'S CREEK DRAINAGE AREA IS 30.9 SQUARE MILES PER FLOOD INSURANCE STUDY NUMBER WE ARE USING THE 1% RULE FOR ADEQUATE CHANNEL ANALYSIS. 51003CVOQOB AND OUR PROJECT AREA IS 13.86 ACRES. C I8.25 AC E c ad 11 ep DA TO POINT OF ANALYSIS: Uj 0 ---------------------- 825 AC < 30.9 M12 I----------------------- ... .. ........... .. ... 4* M 4 ...... IV .......... q\ 'I . ...... . ... . I46 I'0001�1\ - ------------------- -------- No.33028 y �4 -------- 5,70 SF --------- - A I 50C�Sl` r=_100 n BF=387.0, (�Y/ 8 .. ............ tb\ .7. AN .......... UCV -------- 04 ------------- .......... I....... .. -------------- ........ . I I2-STORY I45 4-t- FF5v372 0 It -- -------- ----------- . .. ........ ......... ........... .. ........... z ...... ... I.. ........ ....... . ... .. ......... ...... .. .. T . ............ ..... ........ .. ......... d, .......... .......... . ...... .. . _SF _(4_QQ0 _SF,) .......... . . . . ........ 0 ..... X?9 . ........ . ......... . .......... .......... 2- ..... ... "74- ..... ... .................. ..... SF),' ... . . . . ...... ...... . . .. ..... . ..... . ..... . . . ....... E 2-STORY ...... ... . ......... .... .. .......... . .... T-340 ..... 8 II9? 0 .... ....... I-- IING SF— t ------------- 1 00 YR 1�7 STORY ....... x (voo S 7, I Al .. ..... FLOOD L N' F� 4,--r%M SF If 2-STORY _100ING, ....... 9 UOO 8 I/D ", . .... ..... IRENE 00, I. ..... ---- ... ..... . ---------- ----------------- SIGN- 0 ........... ... . .... .. ...... ..... ... .. ...... ......... ----------------------- Z I.......... ...... ........ �D Z I0 E .. z ......... .......... IIA ------------ ----------------- z I -STOP SIGN/ ------------------------- E— "NO LEFT - ---------------------------- ---------------------------- IIle E '44' N B Iidsheet Version 3.0 DEQ Virginia Runoff Reduction Method New Development Com. C:) 07 Sh t M,.,, ry E BMP Design Specifications List: 2015 Draft Stds & Specs At 00000, Site Summary 00001, POINT OF ANALYSI(,:`�)' C() W E--i DA 8.25 AC Total Rainfall= 43 inches <Z) _11� C ) Uj Site Lamd Cover Summary (IT11 I IKI('-\ Forest/open (acres) 1.30 B ss C Soils D �So i Is .90 1.20 0.00 Totals 9.40 % of Total 68 Manapd Turf (acres) 0�00 1.14 0.00 0,00 1.14 8 impervious Cover (acres) 0.00 3.32 __ 0.00 0_*00 3.32 24 W Ik BASIN MEE< DOM. PROJECT NO:16.00" UPP IK[nr-:V TITI r- Site Tv and Land Cover Nutrient Loads I 11 � ', � I RI I FFFR OV II20 60 SHEET NO: 8 of 11 0 30 90 2.67 ISite Compliance Summary 1"=30, FT.t.1 TP Lo.d Reduction Required (lb/yr) ------- DATE: 10/07/16 - ------------- ---------- /I Site Rv ---0.26 Treatment Volume (ft) 13,297 TP Load (lb/yr) 835 TN Load (Ib/yr) 59.77 am�a�w ma 1 _ A CM t A o-Q�?� - PIPE OUTLET TO C o m -3 _ _ 1 WELL-DEFINED 0„ do f CHANNEL _ V _ _ Concrete Sidewalk PLAN VIEN 4 - 3000 PSI 1.5" SM 9.5A 1.5" 5M 9.5A jLij 0 _--- a- _ _ .d.•J t�l S �t'�''� r +. � .i, j Sa 4 t -'<{ n • r � Y. �. . y� -� ..:..-- "`•� 4 F r .r 'fit ,;,.Ji .?" i 5 <'t4 } {3. { r c.f +'v t % } C� ? } Sri, IC ...-"J j`' } ...:t..l_ l h r... '"' nT, 1-.'�'L 1..7.',.�i' A-.ice"..?..�.>> F e_? -s t_ i s r. 4 {'_>_ �✓ z r �. r Y JxV r a i n, �_ „ r._ t `��,}'S re��i` -"``i A -",i -. =r`4., ..mot,. ,i 'Sa s` •'..'�a .a*^#f"i...,` �ti' ,,,� ; ,$ I 4 VDOT 21A lk-N 0� OVER COMPACTED t (d 12"' SUBGRADE COMPACTED 2" VDOT COMPACTED 3" VDOT SECTION A A BM-25.0 BM-25.0 FILTER CLOTH--® ' c T j� -� 95�SUBGRADECOMPACTED 95�SUBGRADECOMPACTED -KEY IN 6'-9"; � es 5 SIDE i'@ A.LK DETAIL 21 VDOT 21 VDOT �i 21 B 21 B RECOMMENDED FOR SP9 NOT TO SALE TENSAR TRIAX TX-5 GEOGRID TO BE USED TENSAR TRIAX TX-5 GEOGRID TO BE USED d50 ne 6 ENTIRE PERIMETER ,�- UNDER EACH LIFT OF 21B UNDER THE UNDER EACH LIFT OF 21B UNDER THE itt�ronStaneSze) DIRECTION OF THE GEOTECHNICAL ENGINEER. DIRECTION OF THE GEOTECHNICAL ENGINEER. OUTLET STRUCTURE: ST-3 �L'T R 01-Y j DUTY r A A 2 ROAD S "' ION LIGHT 3 ROAD SECTION INTERMEDIATE DITTY SP9 NOT TO SCALE SP9 NOT TO SCALE _.= Li . .33028 C' -- PIPE NOTE: -- - ALL DETAILS APPLY TO A DETACHED OR ATTACHED OUTLET �I1s� DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO TO FLAT ONAL VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR EYE HOLES FOR Pi AN V[JON AREA EXACT LOCATION OF DUMPSTER ENCLOSURE. PAD LOCKS WITH NO SCH. 40 GALV. DEFINED FENCE POST CHANNEL AND "BEIG WOOD LUMB ^ �yJ�d ✓`` fir ✓✓ 5 1 \ /X ,� �,� ,` f ��, a ,� TO M BUILD PRO V LOCK ,r' AND RETAI PROV PAD rid r � �ff` d•'�� / � '°•,�`w, OIL 0 W w FOOTING @ POSTS 5 ROAD SECTION HEAVY DUTY ' WOODEN DUMPSTER ENCLOSURE SP9 NOT TO SCALE � OUTLET PROTECTION TABU ----- --- --- __ - `JF'0 ,SOT TO SCALE S'9 NOI TO SCALE v Z Z' o County of Albe►narle Conservation Plan Cbt ck4ist - To be placed on Landscape Mans W �i (Handbook, pia III-28d-t l 1-297 for complete specifications) lam'' 1. The following items shall be shown on theplan-, Trees to be saved; Limits of clearing (outside cir'ipline of trees to be saved); Location and type of Protective fencing; 0 Grade.changes requiring trcc wells or walls; Proposed trenching or tunneling beyond the limits of cloaring,. w 2. Markings- Z Alt trees:to be saved shall be marked with.print.or ribbon at a height clearly vjsiWl to equipment operators. No grading shalt begin until the tree: marking has been inspected and approved by a County Inspector. - ---- VARIES SEE PLAN ---- -- 3, .Pre�Construction fJgnference:. Tree' preservation and protection mciasures shall be reviewed with the contractor on site. j 5.5 5 4. Et i inentOperation and Storauet ONE WAY Sid6walk Ur Heavy equipment, vehicular traffic and storage ofcotsstrurtico materials lncluding,sail shall not be permitted within the dripiines of trees Sidewalk t� to be saved. SM 9.5A IM 19.()A S. Soil Erosion and Stormwater Detent�an Deveces.. �` - -2°Jo CG-2:`:: „: ;..,.:•-. Such devices shall not adversely affect trees to he saved. .� ��rr^�^�� ... '+�.J ..-t�o. .+••;":t�r:'k :.r+.w .,�,. .:-.✓:;; :.,f.tta'.•, �.tf;':r :wy..';{..3.r;; v.�r,�i1 f:,- ftire $: Jyy 14 Fires are not. permitted within 100 feet of €he drspline of trees to be saved. 7: Toxic Materials. Toxic materials shall not be stored within 100 feet of the drip line of trees.to be saved. V 1 COMPACTED � � � S. Pr tective Fencin : 6" VDOT SUBGRADE Trees;to be retained within 40 feet ofa proposed building or ;grading activity shall be protected by fencing. 21 A shall be inspected acid approved by a County inspector prior to grading or construction; 95% COMPACTED ( Fencing shall be lit place and 9: Tr Wellsi � �� When file ground level must be raised within the dripline ofa tree to be saved, a tree well shall be provided and a construction detail NOTES: 1. REFER TO PLAN FOR ROADWAY t WIDTH, CURB submitted for approval. TYPE AND LOCATION OD SIDEWALKS. 2. A BLANKET ACCESS EASEMENT IS PROPOSED t 1 When the ground level must be lowered within the. dripline a tree to be saved, a tree wall shall be provided; and a construction detail �1--' U ACROSS ALL. PAVED AREAS. submittedfor approval. U. Trenching and Tuilmelin When trenching is required within the limits of clearing.;, it shall be done as far away from the trunks of trees as possible: Tunneling undera,large tree shall be considered as an alternati�,e when it is anticipated that necessary trenching will destroy feeder routs. TYPICAL ROAD SECTION "- Protective fencing shall be the last items removedduring the final cleanup. E-I SP913. ParnagedTrees, Dinnaged trees shall be treated immediately by pruning, ferti liiation or other methods recommended by a tree specialist. •-� NOTE; IT IS THE DEVELOPER'S RESPONSIMLITY TOCONFER ONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, � 'l E-I (' CD W L•f1WIYERSIGNATi7RE (llAE'E)a�- fn .gym 0-NTRACT PURCHASER SIGNATURE (DATE) 5fif66 Page 1 of I D{3i1/1. PROJECT NC?:i� 0{9 i07 INDEX TITLE: 9 CONSERVATION CHECKLIST SHEET NO: SP9 NOT TO SCALE DATE: 1 0/1 5/1 6 GATE w/ 2.0" SM 9.5A _ --POLYMER �`>� ER SLATS w ATCHr WI __ „ '�•'C'"3-`c; ;SSJ,`k;fi i r �i..�S�ry...>E:` _3C-% ,y-� �-c.�'rK--,7,�.a''"_i'.�' `5�'r`'t'-�s`_� D TH VARIES UNG. ��1� ..,, 2 'vk 1[DE GATE 5r's�}.�'��<<f-c' r�;,=y,J rr -4,000 PSI Concre e� d 12 c C" ' ' C� PIN -- FILTER CLOTH -KEY IN 6"-9";NG pH, "4 VDOT .;#s;.:i?"'..�?`,Y,t.�s.,�„r r:p;..i".trl"`"'.s.,^:�,J;,�r�...sk;.A i 1`�ERS w/ COMPACTED RECOMMENDED FOR I`SIONS FOR SUBGRADE BM-25.0 ti';'ECT]ION A -A Z LOCK. 95% COMPACTED 21B VDOT - COMPACTED SUBGRADE -#4 @ 12" C5$) ENTIRE PERIMETER A' 6 VDOT 21A 95� COMPACTED EACH WAY � _ t3�) d = 6" � 41s/3)nQ 4(5�a) (0.012) 19.15cfs , TENSAR TRIAX TX-5 GEOGRID TO BE USED D = - - = 1.30 Tailwater Depth *Maximum Tailwater Condition /� Erb r (tfz) 0 057 UNDER EACH LIFT OF 21B UNDER THE � CON.CRE 1'�i' PAD DUMPSTER DETAIL 1.49„S _ 1.49n( )(t/2) � Use Plate 3.18-4 DIRECTION OF THE: GEOTECHNICAL ENGINEER. SP9 NOT TO SCALE La = 24' use 30', 3 x Do = 6.0, W = 18.0 use 18.0 m TENSAR TRIAX TX-5 GEOGRID TO BE USED UNDER EACH LIFT OF 21B UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER. LOCKING PIN RETAINER-----' POURED CONCRETE - Outlet Diam,�I:er Discharge Apron Length Upstream Downstream Riprap Structure Pipe (in) (cfs) (ft) Apron Width (ft)Apron Width (ft) Stone Size Storm 1 24" �19.15 24 6.0 18.0 Class Al INLET & OUTLET PIPE �3MALL yE | - �� PROVIDED. ```-- �|NL G" BEDDING �KI[E. � VV/ NO. 88 STONE �� BE CORED AND A FLEXIBLE CONNECTION ^ 8UUT " INSTALLED --�� «�m _- l CONCRETE «^^-------� INDEX TITLE: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. XPPLICA81_E 10 STREET CONINECTIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES 'SHALL HAVE SPEC IFICATION NVOOT tl I u REFERENCE METHOD OF TREATMENT ROAL AND 8RIDGE STANDARDS EXTENDED OR NON -EXTENDED BASES. �CONNECTION FOq STREE-T INTER$FCTIONS AND COMMERCIAL ENTRANCES) 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED t VIRIONIA IEPARTMEN7 OF 7RANIEPORTATION. 07/15 1 INSIDE AND OUT. SHEET NO: 10 Of 11 rlb_�CG—ll DETAIL E a 45* max L C\l q� -p - Q = 2 c > A IL c > E 0 4c) Zo 4 n Z 'T Ox, b 45' C -- ------- max 1" COMPRESSION x 3/4" MALE PIPE COUPLING PLUG OR APPROVED EQUAL PLACE 5' GALVANIZED WITNESS POST WITH c CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 2 TO HIGHWAY DEPARTMENT APPROVAL. J' GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 1 TYPE 'K" SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY FINISHED GRADE RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. FOR ALL- BENDS FOR TEE OR WYE FITTINGS 1"x-l"x1" TEE 24' I'll 4 MIN v -0 WIDEN TRENCH TO 8" 8" INITIAL BACKFILL v 'cl 2 ACCOMMODATE 7, Fl NT MIN MIN. e------------ ANCHOR IF -O- _ 6" BEDDING 0 REQUIRED. NOTE: ADJUSTABLE VALVE BOX W/ LID #68 STONE M NO SWEATED FITTINGS BINGHAM & TAYLOR FIG. NO. 4905 _�'i 7n I \_ BEDDING AS --, z _jE -_ Li (SCREW TYPE) OR APPROVED EQUAL REQUIRED 4 STABLE SOIL ROCK DUAL SERVICE: I T: 1" COMPRESSION x 3/4" MALE PIPE COUPLING SCRAPE- THE BOTTOM OF THE TRENCH. REMOVE ALL M OR APPROVED EQUAL Z CV STONES TO INSURE THE' PIPE DOESN'T REST ON ROCK AND PLUG 1" TYPE "K" 2 THEN C(.)VIPACT THE SOIL OR PROVIDE A 4" BEDDING OF �4' Ii 0 BEDDING REQUIRED CID mic YE MIN 4 5' M I &N-- SOFT COPPER # 6 8 STO N E No. 33028 T T C> FOR USE ON DETACHED SINGLE FAMILY 4�4 SECTION 1-1 S_I_-__CTI0N 22 RESIDENTIAL SERVICE WHERE AN IRRIGATION FOUNDATION IN POOR 'SOIL UNDER -CUT CONDITION METER IS NOT PROVIDED. E + M.J. GATE VALVE SlONAL PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. . SIZE OF (FEET) CUND. - (FEET) CUND. BEND T L H 90 2.50 2.50 3.01 0.24 4 & 6 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 015 22 1/2 1..50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 1 90 4.83 3.83 13.42 0.83 10" & 12, 45 3,�33 3�58 2.95 0.43 3.83 4.00 2.83 0,52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 SINGLE SERVICE NOTE: ------------- rp 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID 2 4, M - INITIAL BACKFILL 4 MI FINISHED GRADE UNSTABLE 8" 8 8" 0 SOIL MINE. MIN.MIN MIN, #68 STONE 10"- 1 5�\ BROOKS 2200 SERIES BOX WITH EE Q) w EXTENSION OR APPROVED EQUAL AS 1/4 BEND COUPLING (IF REQUIRED) WATER LINE APPROVENANULAR FILL D BY ACSA 0 MUELLER NO. H-15069 ") L CK I IN UNPAVED AREAS b NO. H-15068 (1 1/2-, 2-) BALL 1,n VALVE -E STABLE SOIL OR FORD NO. 1_02-44 (1-) E ZCT NO. L02-66 (1 1/2-) (1 L OUTLET}-__9��XBLE 011- (0) 11 C ROCKS z NO. L02-77 (2") 36" MIN, COPPERSETTER OR APPROVED EQUAL McDONALD 20-209 WWDD 33 NOTE 117 OR APPROVED EQUAL 2500 P.S.I. co CONCRETE 2'x 2' BEARING AREA. 1. NO ROCKS SHALL 13E ALLOWED WITHIN 24" OF THE WATER LINES, THRUST BLOCK 2-1 METER 2. NO ROCKS I_..j.lR(-ER THAN 6)" IN ANY DIMENSION SHALL BE ALLOWED 3�: E ° ABOVE THE 11",11TIAl... BACKFILL. 9 1. THRUST BLOCKS ARE REQUIRED WHENE-VER THE PIPELINE : CHANGES DIRECTION, CHANGES BRICK AS NECESSARY .4 < 4 3.THE INITIAL IAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. SIZE, DEAD ENDS AND AT VALVES. \-CORPORATION STOP (1-, 1 1/2', 2") 4. NO ORGANIC OR I.ROZEN MATERIAL OR 'DEBRIS SHALL BE ALLOWED C-1) 2. USE 2500 P.S.I. CONCRETE. MUELLER NO. B-25000 < 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. FORD NO. FB-600, OR aIN THE TREN(.'H. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF APPROVED EQUAL 5. BELL HOLES SHAI.l. 13E DUG OUT IN ALL CASES. ALL THRUST BLOCKS. Lu NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. cn DUI,' -'.TILE IRON WATER PIPE r2� T Y P I C A L SERVICE LATERAL INSTALLATION K_3� TYPICAL CAL GATE VALVE ri"ONk.)TALLATION & BEDDING CONCRETE TH-RUST BLOCK DETAIL �Plj/_N_OT TO SIC . ALE �IWTMOMCAUE_ �SPHJNOT TO SCALE �,PlljNOT TO SCALE cn cn CD C r NOTE: HYDRANT MUST BE < PRECAST CONCRETE MANHOLE BASES SHALL Bl:. FABRICATED IN ACCORDANCE EQUIPPED WITH CHARLOTTES - WITH PART V, SECTION G OF THESE SPECIFICAIONS. KENNEE)Y GUARDIJAN (K-81A) LIJ MUELLER CENTURION (A-423) VILLE THREADS WHICH IS THE LOC 'AL STANDARD. OR APPI:�!OVED EQUAL -(4) 1" (25mm) DIA HOLES ON 32 3 4" (834mm) DIA LENGTH OF BRANCH VARIES CIRCLE. �24 p". BOLT CLE. 2" (51mm) LETTERS (REC ESSED FLUSH) 6' MIN Ty� 0 0 SET DOGHOUSE BASE EXISTING SANITARY SEWER PIPE (270-) 2' TO 10 [25mm] DOGHOUSE OPENING SHALL > MIN, 12 " CLEARANCE East J rdan Iron ON CONCRETE BLOCKS BE PREFORMED BY BETWEEN EXISTING PIPE Works 00104316 \A_ (2) CLOSED MANUFACTURER OR AND STONE BEDDING REMAINING BACKFILL SHALL 7 C U. FT, 18 VALVE BOX E--- Hl(�KHOLES SAW CUTOTO FIT PIPE NOT CONTAIN ROCK MATERIAL OUTSIDE JAMATER 11MI #68 STONE SP E1 1/2- PLUS 6". 36 "MIN LARGER THAN 5" IN ANY 12" THICK VDOT DIMENSION [38mml 4'xB"06" No. 68 STONE BEDDING Q_4 = u 8"x8'x16* AND 24"MIN I IA I SOLID CONCRETE BLOCKS CENTER W/RISER INTIAL BACKFILL* 6" GATE WALL (4 EACH) 3 DOGHOUSE MANHOLE BASE 8"MIN - VALVE (6" LIFTS) EMBEDMENT 0 0 FILL DOGHOUSE OPENING THOROUGHLY COMPACTED •8" X 6" MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BY HAND OR APPROVED TEE gz� W BE CONSTRUCTED AS SHOWN J _(2) CORED WITH 3,000 PSI CONCRETE SPRING LINE MECHANICAL TAMPER-- PICKBARS ON FIGURE S-1-A OR NON -SHRINKING GROUT OF PIPE 2500 P.S.L.CONCRETE :J.- 1 1/8" (29rnm) DIA BOSS HAUNCHING NO. 68 STONE BASE ANE) THRUST BEDDING 6" max BLOCK AGAINST 27 1/2" DIA 1 1/2- ALLOW CONCRETE WRAP EXISTING PIPE WITH 4" min UNDISTUREIED STADLE E-4 [38rnml TO FLOW A MIN. NEOPRENE GASKET MATERIAL SOIL. [69grnm] l'-O' BEYOND BASE SFI'EL PILL - BEFORE FILLING THE OPENING �T4 DIA,7" OF STRUCTURE NEOPRENE SECURED BY 2 NON- FOUNDATION (SHALL BE 26 1/4[178rnm] [667mrn] 26" DIA 1 1/2" CORROSIVE STRAPS,l ON REQUIRED WHEN SOIL3/4" THREADED RODS TO '660mml-- [38mm] EACH SIDE OF OPENING CONDITIONS ARE UNSTABLE WHEN THE SOIL, I!:'.; DISTURBED OR WHEN- MAIN IN ALL INSTALLATIONS. ) A HYDRAITI* IS LO'CATED IN A FILL, ANCHOR 1/4" (6m", DIA 3 1 /E3- (ALL PIPE) HYDRANT WITH 2-3/4" RODS SHALL BE GALVANIZED 12' MIN. CAST -IN PLACE 0 3,000 PSI CONCRETE BASE rz� 24" DIA r��NEOPRENE GASKET [79mrrn] THE VALVE To TH I OR ASPHALT COATED [606mm I [)' RODS - E-4 FOUNDATION SECTION VIEW CONCRETE. IF NE(:ESSARY, A STEEL PILE 28 7/16- DIA 5/8' 1 FV----- - - [722mm] [16MMIJ 23' DIA __T NOTE SHALL BI.._ USED AS ADDITIONAL SUPPORT [584mm]--- NOTES: E-4 36" DIA 25" DIA I.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE [914mmr- [635mm] 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW BACKFILLED ENTIRELY WITH NO. 21A STONE. N(_)TE O.D. OF GASKET GROOVE FLOW TO THE EXISTING PIPE. FRAME SECTION 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE; 2.1,_� FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED SECTION 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 1 SURRC )UND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. > OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE STONE SHALL BE PROVIDED 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT w BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ( INCL.JI-)ING DITCHES ) ACCORDANCE WITH THESE SPECIFICATIONS, 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND E VALVE BOX. E4 BEDDING OF NO. 68 STONE 4. THE GAI'E VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. ww IT IS NOT ALLOWED IN THE DITCH. _r 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP U) HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF [;',EQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE DOM. PROJECT NO:16.0077 ['LUGGED AND THE HYDRANT SHALL BE PUMPED DRY. INDEX TITLE: v SHEET NO: 10 C)f 11 SANITARY SEWER INSTALLATION DETAIL 8'W('PtCbl FIRE HYDRANT ASSEMBLY DETAIL 5 MANHOLE FRAME AND COVER DETAIL *"DOGH 9ANIJOLE DETAIL (7 _11 I -_ - NOT To OU"�" W11 -_ - SCALE JNO TO SCALE SP11 NOT TO SCALE DATE: 10/15/118