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HomeMy WebLinkAboutSDP201700012 Plan - Approved Final Site Plan and Comps. 2018-04-09IL_ OWNER: FTV INVESTMENTS LLC DEPARTMENT OF OM At. LAITY T; E—VE OPS ENT 943 GLENWOOD STATION LN, SUITE 101 CHARLOTTESVILLE, VA 22901 DEVELOPER: PIEDMONT DEVELOPMENT GROUP B 2811 HYDRAULIC ROAD DEPARTMENT OF FIRE RESCUE _ CHARLOTTESVILLE, VA 22901 ALBE IARLE COU TY SERVICE AL THOIT ITY CONTACT: KATURAH ROELL ENGINEER: COLLINS ENGINEERING HEALTH DEPARTMENT 200 GARRETT STREET, SUITE K z CHARLOTTESVILLE, VA 22902 NOTES & DETAILS CONTACT: MR. SCOTT COLLINS UTILITY NOTES & DETAILS 434.293.3719 TAX PARCEL #: TMP 07600-00-00-055A0 AND PORTIONS OF 076M1-00-00-00100 TO BE DEVELOPED (SEE SHEET 2 FOR FULL PROPERTY LIMITS & INFORMATION). PROPERTY ACREAGE: TOTAL 9.77 ACRES, (0A2 AC. TO BE DEVELOPED WITHIN 076MI-00-00-00100 FOR A TRAIL WAY, 0.26 AC. TO BE DEVELOPED WITHIN 07600-00-00-055CO 5th STREET IMPROVEMENTS FOR OFFSITE GRADING, DRAINAGE AND ACCESS IMPROVEMENTS & 4.07 ACRES TO BE DEVELOPED WITHIN TMP 076010-00-00-055AO FOR BUILDINGS A, B & PROFFERS AND CONDITIONS C AND THEIR REQUIRED INFRASTRUCTURE) ZONING: PROPERTY IS CURRENTLY ZONED HIGHWAY COMMERCIAL (WITH PROFFERS) - APPROVED REZONING ZMA 2012-00007 5TH STREET COMMERCIAL - APPROVED SEPTEMBER 14, 2016 - 4.35 A0 (HC) IN ADDITION, THE PROPERTY IS LOCATED WITHIN THE FOLLOWING OVERLAY DISTRICTS: ENTRANCE CORRIDOR, FLOOD HAZARD, AND STEEP SLOPE OVERLAY DISTRICTS, A SPECIAL USE PERMIT WAS APPROVED FOR THE PROPOSED FILL WITHIN THE FLOODPLAIN UNDER SP 1999-059 & 5P 20fl7-063. PROPOSED USE: COMMERCIALJRETAIL &DAY CARE (SEE PROFFERS FOR ALLOWABLE USES) BLDG. BUILDING AREA: TOTAL GROSS=27,420sf (BUILDING A=9,500 sf; BUILDING B=9,400 sf; BUILDING C=8,520 sf) BUILDING A & B (COMMERCIAL AND RETAIL) & BUILDING C (DAYCARE) TOPOGRAPHY/SURVEY: BOUNDARY & TOPOGRAPHY SURVEY DATA PREPARED BY JOHN McNAiR & ASSOCIATES CONSULTING ENGINEERS AND MERIDIAN PLANNING GROUP, LLC. MOST RECENT SURVEY, TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED TO COLLINS ENGINEERING IN MARCH OF 2017 AND JANUARY OF 2018. THE SITE WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2017 PRIOR TO FILL CONSTRLUCTION, AND AGAIN IN JANUARY OF 2018. DATUM: ELEVATIONS BASED ON NAD 83 DATUM. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN LIMITS, ZONE'AE', PER FEMA MAP NUMBER 510030, PANEL 0269D. THE PROPOSED DEVELOPMENT IS LOCATED OUTSIDE OF THE LIMITS OF THE FLOODWAY IN ACCORDANCE WITH THE FEMA MAPS, A CLOMR-F SHALL BE REVIEWED AND APPROVED BY FEMA PRIOR TO THIS FINAL SITE PLAN's APPROVAL AND THE PLACEMENT OF FILL AS SHOWN ON THE PLAN, AND A LOMR WILL BE REVIEWED AND APPROVED BY FEMA IN CONJUNCTION WITH THE COMPLETION AND CERTIFICATION OF THE PLACEMENT OF THE FILL ON THE SITE. THE BASE FLOOD ELEVATION FOR THE PROPERTY IS 383.0'. THE PROPOSED FLOODPLAIN ELEVATION (PENDING FEMA APPROVAL) IS SHOWN ON THE SITE PLAN. NOTE, ALL BUILDINGS SHALL BE CONSTRUCTED WITH SLAB ON GRADE FOUNDATIONS. STREAM BUFFERS: THERE ARE STREAM BUFFERS LOCATED ON THIS PROPERTY. A 100' STREAM BUFFER IS SHOWN FOR BISCUIT RUN &A 100' STREAM BUFFER IS SHOWN FOR MOORES CREEK WITH A 50' MITIGATION LINE. THE PROPOSED DEVELOPMENT IS OUTSIDE THE LIMITS OF THESE BUFFERS WITH THE EXCEPTION OF IMPACTS IN THE LANDWARD 50' PORTION OF THE MOORES CREEK STREAM BUFFER IN PLACES. A SEPARATE MITIGATION PLAN HAS BEEN APPROVED UNDER A DIFFERENT PLAN FOR THESE IMPACTS. WATERSHED: THIS SITE IS LOCATED WITHIN THE MOORES CREEK DRAINAGE BASIN. EXISTING VEGETATION: A PORTION OF THE SITE HAS RECENTLY BEEN FILLED & SEEDED. THE REMAINING PORTION OF THE SITE IS PARTIALLY WOODED WITH LIGHT UNDERBRUSH. ACCESS: THE SITE WILL BE ACCESSED VIA AN EXISTING INGRESS/EGRESS LOCATED OFF OF STH STREET, THE ACCESS WILL BE IMPROVEID WITH THE PROPOSED DEVELOPMENT. OPEN SPACE: NONE IS REQUIRED OR PROVIDED WITH THIS PLAN. RETAINING WALLS: MAXIMUM HEIGHT OF RETAINING WALL SHALL BE BETWEEN V AND 8'. ANY EXCESS OVER 6' MUST BE APPROVED BY BY THE COUNTY ENGINEER ONLY IF NECESSARY TO ESTABLISH THE WALLS FOR FLOOD PREVENTION WITHOUT REMOVING GUARDRAILS AND OTHER SAFETY REASONS. SIDEWALKS: PROPOSED SIDEWALKS WITH A MINIMUM WIDTH OF 5 FEET ARE SHOWN ALONG 5TH STREET & WITHIN THE DEVELOPMENT. IN ADDITION, A 5' BIKE LANE IS PROPOSED ALONG THE FRONTAGE OF THIS SITE, PHASING: PHASING SHALL OCCUR IN THREE PHASES. EACH PHASE SHALL ACCOMMODATE THE MINIMUM REQUIRED PARKING SPACES FOR EACH PHASE, AS PROPOSED. SEE PARKING REQUIRED & PARKING PROVIDED CALCULATIONS BELOW FOR DETAILS, ALSO, ALL SITE/PEDESTRIAN PATHWAYS TO MOORES CREEP (INCLUDING THE PRIMITIVE TRAIL & PAVED ACCESS TRAIL) SHALL BE INSTALLED WITH THE FIRST PHASE, IN ADDITION, THE STH STREET IMPROVEMENTS, INCLUDINGTHE TURN LANE MODIFICATIONS, CONCRETE SIDEWALK & BIKE LANES, SHALL BE INSTALLED AS PART OF THE PHASE I IMPROVEMENTS. LIGHTING PLAN: A PARKING LOT LIGHTING PLAN IS INCLUDED WITH THIS PLAN SET. SETBACK & BUILDING HEIGHT RESTRICTIONS: A MAXIMUM FRONT SETBACK OF 74' WAS APPROVED BY SPECIAL EXCEPTION DURING THE REZONING OF THE PROPERTY. THERE IS ALSO A 10' PARKING SETBACK, STEEP SLOPES: ALL STEEP SLOPES ARE PRESERVED SLOPES ON THE PROPERTY, THE IMPACTS TO THE PRESERVED SLOPES AS SHOWN ARE PERMITTED THROUGH THE PREVIOUSLY APPROVED SPECIAL USE PERMIT AND REZONING FOR THE PROPERTY. THE IMPACTED PRESERVED SLOPES SHALL BE TREATED AS MANAGED SLOPES, PER THE ZONING ORDINANCE. SIGNAGE: THERE SHALL BE A SIGN MONUMENT AT THE ENTRANCE TO THE PROPERTY UNDER SEPARATE REVIEW.THE FREESTANDING SIGN CONCEPTUALLY SHOWN ON THIS PLAN WILL NOT BE APPROVED WITH THE FINAL SITE PLAN, IT WILL BE APPROVED WITH A SEPARATE SIGN APPLICATION. MINIMUM SETBACKS WILL BE REQUIRED IN THIS SEPARATE REVIEW. ALSO, INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. HVAC:ALL OUTDOOR HVAC EQUIPMENT SHALL BE SCREENED ON THE ROOF BEHIND PARAPETS. VISIBILITYOF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR 5TH STREET AND I-64) SHALL BE ELIMINATED. THE LANDSCAPE PLAN PROVIDED IS IN ACCORDANCE WITH ALBEMARLE COUNTY CODE SECTION 32.7.9 &THE LANDSCAPING PLAN IS INCLUDED WITtIN THIS PLAN SET. STORMWATER MANAGEMENT SHALL BE COLLECTED WITH STORM PIPE AND RELEASED INTO THE ADJACENT STREAMS. THE MOORE'S CREEK OUTFALL POINT IS GREATER THAN 100 TIMES THE DRAINAGE AREA FROM THIS SITE, THEREFORE, NO DETENTION IS REQUIRED. WATER QUALITY WAS APPROVED WITH THE BEST MANAGEMENT PRACTICES OF NUTRIENT CREDIT PURCHASES AND SWM FOREST AND OPEN SPACE PRESERVATION EASEMENTS. PERVIOUS PAVERS IN THE FRONT PARKING SPACES AIRE ALSO PROVIDED, THOUGH NO CREDIT IS ACCOUNTED FOR WITH THE PAVERS. PARKING REQUIRED: PARKING SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE CHAPTER 18, SECTION 4.12.6 5,5 SPACES PER 1,000sf OF GROSS FLOOR AREA FOR THE INITIAL 19,000 sf FOR BUILDINGS A & B PHASE I- (5.5 / 1,000) x 9,500= 53 SPACES PHASE II- (5.5 / 1,000) x 9,400= 52 SPACES 1 SPACE J 10 CHILDREN ENROLLED + 1 SPACE J EMPLOYEE FOR BUILDING C (DAY CARE) PHASE III- ESTIMATED 100 CHILDREN 110 + 15 EMPLOYEES = 25 SPACES TOTAL SPACES REQUIRED =130 SPACES LOADING SPACE PARKING SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE CHAPTER 18, SECTION 4,12,13 1 SPACE PER 8,000sf OF RETAIL GROSS LEASABLE AREA + 1 SPACE FOR EACH ADDITIONAL 20,000sf OF RETAIL GRASS LEASABLE AREA PHASE I- (118,000) X 8,000 + 1 120,000 x (9,500 - 8,000) = 1 SPACE PHASE 11- (118,000) x 8,000 + 1 / 20,000 x (9,400 - 8,000) = 1 SPACE PHASE III- NO LOADING SPACES ARE REQUIRED PARKING PROVIDED: TOTAL PARKING PROVIDED= 139 PARKING SPACES + AN ADDITIONAL 2 LOADING SPACES THIS INCLUDES 8 HC ACCESSIBLE SPACES) PHASE 1- 59 SPACES + 1 LOADING SPACE. PHASE II- 59 SPACES + 1 LOADING SPACE. PHASE 111- 21 SPACES) NOTE 1.) ADDITIONAL PARKING HAS BEEN PROVIDED WITHIN PHASES I & II. PARKING WITHIN PHASES I & II SHALL BE CONSTRUCTED PRIOR TO THE PARKING IN PHASE III TO ENSURE ADEQUATE PARKING FOR PHASE 111. 2.) THE GREENWAY AND THE RETAINING WALLS SHALL BE CONSTRUCTED WITHIN PHASE I OF THE PROJECT. ALL GREENWAYS SHALL BE CONSTRUCTED AND DEDICATED AS SHOWN ON THE PLAN AND IN ACCORDANCE WITH THE APPROVED PROFFERS. BUILDING HEIGHT: SEE ATTACHED ARCHITECTURAL PLANS WITH THE ARB SUBMISSION FOR PROPOSED BUILDING HEIGHTS OF THE STRUCTURES. ALL BUILDINGS ARE (1) STORY STRUCTURES, SO NO ADDITIONAL SETBACKS OR STEP BACKS ARE REQUIRED FOR THIS DEVELOPMENT. THE MAXIMUM BUILDING HEIGHTS HALL BE 25'. BENCHMARK: SEE SHEET 2 FOR THE LOCATION OF THE (1) BENCHMARK ON THE PROPERTY, SITE IMPERVIOUS AREAS: BUILDINGS - 0.63 ac. (27,500 sf)- 6,5%f OF PROJECT LIMITS SIDEWALKS - 0.14 ac. (6,225 sf)- 1.5%± OF PROJECT LIMITS PAVEMENT - 1.52 ac, (66,410 sf)- 15.6%f OF PROJECT LIMITS PAVERS- 0.11 ac. (4,700 sf)- 1.1%+ OF PROJECT LIMITS TOTAL PROPOSED IMPERVIOUS AREAS = 2.41ac. (104,835 sf) SITE TRIP GENERATION: ADT IS IN ACCORDANCE WITH THE ITE TRIP GENERATION, 8TH EDITION AND ADDITIONAL TIA FOR THE DEVELOPMENT WITH REZONING (ZMA2012-0007). SEE SHEET 8 FOR THE PROPOSED TRAFFIC GENERATION FIGURES & ADT FOR THE PROPOSED USES. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY. i FINAL SITE PLAN SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA APPROVALS DATE DEPARTMENT OF OM At. LAITY T; E—VE OPS ENT LA ER/ZONING ENGINEER ','' y yyyg^y y,yp{y° ys 5t-.y4, I N,S 1. CTIO1'1 k.s 3 B 4 DEPARTMENT OF FIRE RESCUE _ 5 ALBE IARLE COU TY SERVICE AL THOIT ITY 6 VIRGINIA DEP !iENT OF TRANSP RTATIOT 15 I HEALTH DEPARTMENT 8 z Nx., c .. .... '^--.a 1. .... . -.. _ ..:.'..'. ..',, ..... .. :.. -.' , . .., .. . - PROJECT OVERVIEW SCALE: 1" = 50' PIEDMONT DEVELOPMENT GROUP 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 AZALEA zPARK i '.F e Q f,+Af Ft, Y >$ xl INDUSTRIALre PARK VICINITY MAP SCALE: 1" = 1000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 PROFILES 7 DRAINAGE PLAN & CALCULATIONS 8 NOTES & DETAILS 9 NOTES & DETAILS 19 UTILITY NOTES & DETAILS 11 LANDSCAPING PLAN 12 LIGHTING PLAN 13 5th STREET IMPROVEMENTS 14 PROFFERS AND CONDITIONS 14 TOTAL NUMBER OF SHEETS LEGE-Nn EDGE OF PA DEMENT CURB P l i PROPOSED BUILDING NTH INTERIOR WALLS PROPOSED ASPHALT PA VEMEN T PROPOSED PERWOUS PAVERS STREAM BANKS S77?EAM BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) 200-- __ _ _ _ . __ - EXISTING CONTOUR 200 PROPOSED CON TOUR 506.71 rc PROPOSED SPOT ELEVATION COs.2 TBC DENOTES TOP/BACK Of CURB TAB DENOTES TOP OF BOX w _....: PRESERVED STEEP SLOPES PRESERVED STEEP SLOPES TO BE IMPACTED PRIM177VE TRAIL PEDESTRIAN AND VEHICLE TRAIL WAY TO GREENWA Y A PROPOSED CONCRETE PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE EXISTING FEMA 100 YR. FLOODPLAIN (ELEV.=381.9) WPO STREAM BUFFER EXISTING FEMA FLOODWAY O (o 0 O PROPOSED 100 YR. FLOODPLAIN, PENDING FINAL PLACEMENT OR FILL FOR COMPLETION OF LOMR ELEV;=383.0' TYP.) x_j U SCOTT R. COLLINS Lic. No. 035791 "- o, IOIVAL En zLU 7 X 0 Ul tieQ 0 v LLI LU uaEn w v Qiy si, ry rn Id JOB NO, 13209 z wUj z 3z Li V) z j0 v 0 c m Ln c6 0 n LLJU zLU x L W Uj m X C3 v U4 o W J 0 w M ° 0a L7 0 U 0 D a, n 00 _ 00 ' N , 0 U 0 a E 6 C U v0m 0 0a 0 0 0 s 0 U) 0 0 L Da 0 IF 0 a, L L J D L F LU rU fn O 3 ° 0 McnD 7 D m SHEET NO. a i 1- 11, " & 11 , j,., - ljp-,,, --, 1-1 . 1--" I ... ." I------ I. --- l", ,,. l 1-1 11" ,_ WELCOME TO 7 77- , , "' I/ . jOX) APPROXIVIATE LOCATION OF . H 0CH , ARLOTTESVILLE' - " - -"'I. __1 I.., ) I Z", I-,' _ I EXISTING SANITARY SEWER ESMT. _____ STREET SIG '1 < __ ,-, ",, '. 1 .1. __ " 1-1 I I-"' I , 11,, "_ ,`, '1 , l I'll, 2oo'STREAM BUFFER /__zz '1 p_ Ijk , _", 11 I I11, I A, ;z ,/, " k,o . I . . . - . . l y/ ", i I I 11 " G I . 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THE SITE WAS s_- 1 601 i 0I / I / / im .= FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2017. AS SHOWN ' 41 m (1) 4110 // ' ImD 'B"L' I IIIIIIIIIIIII = IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I c DII '023, PI x"-" I l I- 11 > I- ____` __ kSEMENT PAGE 497 X I A OF ,, 0 " - , , / / ,/ 1 3. THERE IS A 100' STREAM BUFFER ONSITE FOR BISCUIT RUN. THERE IS ALSO A 100 BUFFER ONSITE 0 l ( IN FEET ) FOR MOORES CREEK WITH AN ALLOWABLE DISTURBANCE WITHIN THE LANDWARD 50' PER SP SHEEr NO. CL 111 Q) 2007-00063, WHICH WAS APPROVED BY THE ALBEMARLE COUNTY BOS. m1inch = 40 ft. 2 0INTERSTATE64WW) ____: i__` - ---------------------------------------- ___ / / / = l___-_-__-__. - ___ - ___ - / ---------- --- - - / /, / 11 ,z - -_ CL_ j-j,,)At4ki,v II ,-.-' I--,' 1__ l -l", 1- 1 6 'SrGHl LJJ>l ANF,t V> 1_$kA#N%V " _r . 1 V I" . 1 I--- - 1 ry !a - - , ,,,, % W, , . 11 l 11 -,- g,,, ,,,,g'<,--- &,- . ,,,::_-,,,___ " 11 11Ie'-11 - / p'O'P`, " ___;I- ,,, -1 "_:`,ll` " , ` I" "", ' ',"",,-,',,,,,,,",-' - l-, ., ",' "'Kn "I I l lw` - "I `X` _' " "' . " I- \ I 1 t_ ", ,% , 1 _- 7- -_ Ift, 11- 1 " o , JAI 1_-/ - ____ l46illl'*X 1. . , , " , ,-'- 1; -;l I I - , 'fie ", , I Irg, 1.,', , I . , , '" ' / IW-9, - .>Q- I , PPRO ATE LOCATION OF EXISTING / ______l 1 Tv HI001 - _--- ZIRTHIN TH`I VDOT RAY,, - , I - T- X & - I - 1, . ", " , TREAM CIL CITY I GUAODRA L. SEE SHEET i3 FOR 5TH / / , "' __ IV - 11;40 ,'. ", . ", _.,f, -1 t 7 I I " I ll'), , _ 111 1 I l 11 . . 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I d , - . . . . . . . . . . . . . . . . . I I . . . . . . . . . : : , 1 " I 2: I ..... ____';_ - , r,,AS SHOWN, PROPOSED VDO L., I . , I I I . I . . . . . . PUBLIC ....... ... - -.1 - . 1. . - . 1. . , : 1 . .., CG I i',',', , I I . .- PROPOSED 6' MIN. I I I ... I , - : - I . , . . . . . . I . . . I d I I . . d I . . I . . . . . . . . . . . . . . . . I . . . . ENTRANCE -6 (TYP.) ,,, 5, ... .. I I I I I ____ 0 0 . . . . . . . . I . , . . . . . I . . . . ' .'. , -, " d " 0) ujlII . .1: --- . I I I 5.S2480' . I I I 11 - I CONC. SIDEWALK I I -1:1, . . . . . , , - . . . . . ... I. &( pL?M-., , , r , , , , , " , , , , , . . I . . . . . . A, . . . . . . . . d . . . . . . . " jl Jc I .. . . . . . . . I . . . . . . . I . . U) I , . -57 ': , % , - -:' , - ........ .... - , , , I , -11.1. .. 0 . 1. , . -0 i". I I -, . I . I I I d I . . . . A -, , . . . . , , * - , 11, I ----. - .1 , I . .., " . I . . . '73 . . . .. . I . . INI`` " yp I . . ' ' ' P 8 4§A'E - RP. I . d I',- I / / I 1) .11 , 7 . I I., . . .,,. --- ,Q Itj , - --- I . I .1 ......... 1. . .'. - ::".,.. DB 4909, Pr-i5OR, 3 : - . /_ .... ... :_ CN l, ., 7 ? I I I lltj _T Q - ... - ... - I - - . ... . I ...... I . I . I Z N m: I . I . . _'j- ,b'\"-f \-'-.," e;, __ . I u I ( . I . . I . . . I d I . . . I . I - .. r w r, , - - , (MAINTEMANCEAGREEMENT) , t , 1: - - ... I . I . . I . , 11 .. .. . . . I I I . . I I I . . I . . . . I ... F_ 11 - 161 1 . ... I - . . ..... I 1, l . . I I . .. . .1 - I I.., I .. I ... I - I .. ..... . * ...... .... ..... * , , * , , 0 I I . . I . I I . . . d . . I I - I , I I - . I .T - ...... , / * , . I I , . j 1 .; j.. I . I . , , / X , / .1 , . r . ._ ) , , , " ____ . _4 3, l 7-'q / , , , I : : : . , , ., : w . , , . : . , . . . ; , . . . . ': . '. . ., CL I 0; " I 1 ". PROPOSED HC I q A . . I . . I . I . . . : / I I ,,.,, - 11 L " / , . . . ;;ll -,\ , I I I I I . ! I 1, . I I . I , , . . , , . , , , 1 . I . I I . I . I . I . . I . . I . . I . I I . I . . I . . . I . 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CG -1-2 (TYP.) 0 ''.J - 4-_ I - - - -_ 0 1, I I . BUILDING C I . . - I.. .1 - I . . . I . . . . . m . . . . . : . . , , . : I lz I I . - . . I ... I . 1. I - . ., 1. d .. .." . 1-1,- - . I . . I I d . I— P... ''. .. (-) I - I - I ;, ,, a wI . . I . I I ! I SITE PLAN NOTES: I .. . .- FFE=390.80 ..... .... 1- 1 I I., ... - .. - I - - 16II .1 _,< d 1. t I mi _ I : - . , I 0 g.; - 1 I . , t.. ... I - . 1. .1 .1 1. ,. . . .... 1. . I. .l.. - . -1 - , , , : , 1 . SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. I IN, (8,520sf) Lij I _. I I I .. . i' 4. Q. - , , , "' , , , >1 I . . . I ...... . I I . .1. : I 11. -- - - 1 d - 11 11 I 1. .1 ; - __ . . . I . . . . '... I. 2. 'TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. 12- 0 w I_ 11 I I I I . 1. I I :.. w ....... ., . .. . - I' ...., Q) 10 I'', / - I ... .. I 1. . . I ... : ., w . ..... I I I . . I .. 3. IFILL CONSTRUCTION FOR ALL THREE PHASES SHALL OCCUR SIMULTANEOUSLY. 0- 0 _ I 1. " . . I I I '. _ uj 0 1 - I . . I c "'" I I - I I I I . I I . I I . . I I I . - , I - I I I I - . .. - . . .. I.- 4. iCONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY mmi 0. A . - - I . e - I I -.4 111' 0 I 0 . . . . w ..... ...... , .. .,.-. W 111 .... .... .... * . I . I . I I ...... - I- . - . I ........ I . . I ....... I I . d ftwft '' , 1, I . I.. I . . . I IPRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. I 111. I .. I . ... . . - .1 ., , . . - I . I , I . I , : ,:' J. - _ m w I 0 . I .... , - - , * , , co I . . I . . _ I 6 - . . , I I ., . . .., I .. ,/ --- 5. A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN LIMITS. SEETHE GENERAL NOTES ON SHEET i :5mafAs,t', / I . 11 . - I .' " '' , , '' , "I., - , '' _ *> 11 - ... I I . 1. .-- . .1-1.1- - -. 1 _ 11 ... j . - I 1. . 0 u 11 . . . d I I ...... ; .1-1- 11 4. . I ... I ... .. . I . I x I , . I I _" As/ ft4ft , ... I : . . / ., . . . IF R ADDITIONAL INFORMATION. . UJ r ^ Q) 1 ' 16% , . . . I I I I . I . I I . I I I I I I . . I n - I .... I i -_ w . . . I . . 1. . ' : . . I w jI-) I I NOTE: PROPOSED RETAINING WALL IS ' ''' ' ' '. . I ... 6. ALL BUILDINGS SHALL BE CONSTRUCTED WITH SLABS ON GRADE FOUNDATIONS. rl-:-) " I -- ft* , , . I - . I .. . . . . . . I . .. I I . . .. I.. .. . I I . .. I 1. . . . I I ... . I . . . I . . I . . . 0 (D I . I . I - 1. I 0 - ... . - , I I LOCATED.WITHIN. THE AREA APPROVED . . _. . . I . 7. ,A MINIMUM 2o'DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE (2) COMMERCIAL RETAIL -SlI--,' 0 4 %%* , 0 . : , I/ ... I0, I , 4,7 0 = I I . - . .. . I , I I - BY FEMAAND ALBEMARLE COUNTY FOR .... .. / - - - - - x'l , / I BUILDINGS. THE PROPOSED DAYCARE SHALL BE ACCESSED BY (2) 2o'DRIVE LANES ON THE NORTH & WEST SIDE OF k.... . . . 1 . I... - _ . 11PROPbStD FiLL,1fl4t,WALLiS LOCATED - 1 - - - , ' THE BUILDING. _j aI 11 -.. ... -- .1.1 .... I .... - .... I . I . . I I .... OU' 0 . ' . , ,/ - - ,.,. - , Y) 0 1; - 0 %** I , - . I I I .11 . ... r.SlEiEOr."rHEAPP'ROVED.t4EW'. i I I u < _ 11 .'' YRFLOODPLAIN[i . I -1 8. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE - r_ 11 .... I .. ... - --- F W . . I I., I., I I .. . I DESIRED LOCATIONS. 6 - Q) I . - I I , -- . 1; . - LPLAYGROUNDFENCETO " , - ... ..... ..... .. 3", . . 0 w PROPOSED 0 - . . . - I I '. . 0ROPOSEDBUILDINGCPLAYGROUND\ **ft* I I I _ uj 11 0 *%* , , / a Q I . , I ,L' ' ' ".' 'l ' '' :_./.-. . ._ _,. n Ln U, E I MATCH &CONNECT INTO poncinccn m"ii nim r . I rrlNT0ArTr)0 <WAI I TIP TWI7 13r)DTIr)kl r);: TWP r-YI4ZTlKlr_ DDIKAITIV9: TDAII I nrATm WITWIM Vr)OT PAA/ TO TWP 0 0 Lu -3 1. - . I 1. . - I - . . . . ... WP I I_. . - . I.. .... .... .... . l 'r 0 1 I- 4 0 RETAINING WALL FENCING , . I , , - I . I I I I . , , . CL Ln -0 ll.: . I ; . . . . . . ,.'. - / ','-' ',.',', : PROPOSED TRAIL SYSTEM. 0PLAYGROUNDFENCTII - . I . . I . I I . 1, - . I . . . I N I 0 : . . , . . C. - . . I - ll . I . . . - I - . . . I ! - I I I I I - - - MATCH & CONNECT INTO . ,_ ) - 1 I I - 0 r_ltl ".."' I' ll, 11 0 __ . . I I I I I . I ....... . . 11 .. I .. 1. ...: ., .- . ..'', . I . io.THE DRIVE THRU LANE FOR STARBUCKS, WHICH IS LOCATED IN THE NE PORTION OF BUILDING A, SHALL INCLUDE A JOB NO. I . RETAINING WALL FENCING . I I I I I . . I . . . . . . . - . I I . 11 I . . . I . . . . . . . I .. .............. x _f : , - *, , , '_' , * , , ''. . I , C, , , VDO 0 , , , .' , ,,-, - . 1, ..,. - I . - . 1,1. .. ... / . _. ,'. .'. .','.''. . IPRE-MENU 80ARD PLACED 2o'AT ITS CENTER FROM THE POINT OF ORDERING. THE POINT OF ORDERING, WHICH IS -2 I -) " I Monument - 132093 u 11" A... I . I . .... . _ I . . I ... 11. . - . 1. . 11 . -) .- .. :'' , * ......... * . LOCATED ON THE SECOND MENU (ORDER) BOARD, SHALL BE LOCATED 56'FROM THE EDGE OF THE BUILDING. 0x _,---_ . I I . ... I I . I . I I . ll" I I ., 1. I '11 ''. ., ....... .. ( 1) GRAPHIC SCALE -----_ 1p; I - , .1- I I ..... - - ........ I... ... 1. - I i.. . I co I I I I . .1 .. 0x__ . 1. I I . I 1. .. / . ....... .. .. =. CONTRACTOR SHALL COORDINATE WITH THE COUNTY AND THE OWNER TO RELOCATE THE EXISTING HOLIDAY INN SCALE I . a ...... I : l ... W I : .,. . . . : . . . : . . I ... I - I . . . . . - 0III I .., - . I I I I I I I . ''..'', - // SIGN ONTO THEIR PROPERTY. 30 0 is 30 60 120 I'll . . . . . . ... . . I . . . I- . 11 . . I . I . I : . . . :,* , , , , . I . . . . . 11 ': 1111 "I -_ I . . I . . I . . . . - , I.. . vII . , , , * * , , . . I . I I'll . 1:1-1-11,11 ...... - _t . . : , , ". , . , , , * : " , ' I Ii141'i i . '_- " -`:l.-.l.--lll!.'_ I I ''ll'"ii,i,,,o"",;4 i.,ili.,l'i".;""I.,;-;" . . . . - I I . . . . . _ . U) I I 1.Y --111-14", / , - - - , - - i2. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD 1 =30' 1ll._l:::: I - 1 -::: l,d____ _ : ..." . _.. I . I . . .... 1. Y SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL __ I I INNIIIII 12 ,-"".. 11 1-11,,.:::::*.'..- I I., - , - .... I _ - . -,: , ". - , IW.. - -, , n,'.,,',.'."'.'..',',".,,,.-.,......-."..". . , 0 I ... : " , . . . . 1.11111, ... ... , mi, IQ, "","."'... g. i 1_-.11i, ,- I _'w"i., " - - 401W.'."` '. Al__111:1`_*_ ... I I .... IIimmIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII liii__ 0.1 ,.,,i"HP"i-",",.',., -,,-1"---.'q,i,,O:i li'.,.,.,,..,,, , /' , BUILDING. SHEET NO. 0- I ,,, . - m ,:,.,., I "'. " . . . . . . . . . . . . ::::;... "',', I I v _ " -.- - IN FEET ) __ I— _... l4o...-I i3.THE FREE-STANDING SIGN LOCATION WILL NOT BE APPROVED WITH THE FINALSITEPLAN; IT WILL BE APPROVED Tff) 3 Q) 1 inch = 30 ft 1 ,= WITH A SEPARATE SIGN APPLICATION. MINIMUM SIGN SETBACKS WILL BE MET. -A-- v - _ A"'. . u 4 I'l , L0141, i ,,, 6,6'-` 1 " ',(,.,, , "" W111 ", 1,.:;,;,, '' I N , I 1 11 " ,?,- - -.-.. 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I > 3: I I I x, . . . ,?". r I I . . . . . . -, . . , , I " '. , , , , -. '. . '. :. , : . : . ' rl ,'. " " ' : . ' , *. . . . . . . . . / . . . . - > I . . -: ' . r ' r I I I -'- r 1 r. I , I r , I _:1 I r I . I . ' ' ' r : - ' " " I I , ; - 7 ' ' .' r " : I . - , . I r . . / . . . . . :r , rr . / . . . PRIVATE SANITARY SEWER CLEANOUT I N, i , . I I I I CAT, N 0 --- . .... .. '. ", _ I. . I . I I . . . . '2y ,. r_ 0 - - - I '''' '_' . . I . I . . . . . . . . I . . . . . . 4 7. - ".; . I rr I . . . . I I . . . . . . . . . . I . . . I .- r. ." . - - - . 1 - I I I I :, : , , , '. '. , -.'." _. ".., . , ''' , 1' I- 1. ' r ' / C F I L . . . // 4 . . . . I I . . . . . I - 1. I . . . . . 11 ' ' I - ''r " *1 r," 1, " ' :' - * , , . - . . . I I . . "' I I I . . . . c I ,' . I .. S. yry F -Ed .1 .- - , , : ,jl ' ui F-4 -ur' '' ' ' ' ' '- ' ' -' * ' ' -' ' - ' - ' ' . . . . ' ' * . . . . . * ' - . . . - - - - I I - BETWEEN BUILDING C AND PUBLIC/ACSA MH 5 r r 11 , 1*1r _. 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I r ___ - . . * " I , *, r, _ , ; ; " ** - * , I . . . - _ , r I , 1, I * , , * . . . , 1 . 1.1 1-1 .1-I. 1.1.*., * 1. *.1.1 - 1.1 1_1_*.1.1.1. I . . . . . . . . -0 r . .. . , - , 1. ' I ' I r I ' I r I ', I . I 11 I i, I -11. r r I . I I , - , , - , , , . _ ,:,.: 1. .1 , _ . . . . . . 111_ ___ , . ", . . . . I ff . . . , - - . - . . . . . . . . _ 2I ,.. ., ',. 11. 1. Ir 11.1. . . I , r - 1. I w (0 . - '. r, . 1 .. . . . . . . . - , 1. . . . . , . . 011 .. I.... I 1. 1. . , r. - ... r,... ,. ..',r, ,,, r . . ... : , - , ,. I . I I -- I I : .'' I ',r .1 .1 .1. I r . . . - I r: , r.' _' _- . '" I- I 1 1 / . . . . . . . . . . . . . . . . , . . I , , ..j ::) f_1 I 1 . I . . 0 - -I' ,,,,;:- Cj$;. I . . . . . - r ' ' I ' , r . ,, " .. , ,40 . . . . . . - - - - - I /_ - I I - . Q, r .. .11 .. . . r. - . . 11r - ,: . L 'k . . . . I ,_ : I . . . . . I // . . . . . . / - .,. I- '': ,:, r :'__, r , : I - I I I .. . r.. . I I I r.. _:: I . Ir r 11 I I .-_ . 11 . . . I '.' r' - ' ' ' " ' '' ' "' , ., 1, -, , ,m.'_". I I I , I 111.1-- I v % * . I . . , / . . . I 4 . . . . . . I . . . 1-1.1-1-111 . I - rr - r . I I r (Ac le - . . - I . . . . . . . . I - I . . .., 11., 11 - - Q) 1 . . . I . I 1. I . I I . . I I . . /. FO COMPLETE F,H. , r ' . r I I r . r . I - I . 4_ . . . . '0' , : r 1 , r '' - , :(' " r*,... - PROPOSED.0.6', 9#1 BEND D . . I w _j PROPOSEDr§ . , r. I . I I . _0 : '" .'. * _ . ' '' ' . . . . * * "r , _ UTILITY NOTES: w < -0 I . I ... I 11. -111 . I . I It, - rM8' * , I I ' I I r ,r' I I I . I Ir . 1. .1 I I - r w/ 6" G.V. , - . I I I . . I . . . . . . . . - r I I . L I . d. .. . 11 I DIP SANITARY, . -;, -,, . I , ":, r-, r AS , F1 I - V'Y '' . I I r r . ' I r . . . I . , .- _, 1 0 . . I 7`S -ass . . . I I . . . . i. A MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER& WATER AND SEWER LINES MUST BE PROVIDED. < P-4 0I --.. --- Iz . ,_ i rr : .1 .. . . . . . . . Q-3 I . . . I . . . . 1 ", -,.r SEWER,LATERAL. . r . Ir - 11 . . r __ I 1. I. . I . . . I ,,, -;"' c: I j_y,1 I r ' r I" . 1, r I. -. - r ., , I .1 I r r I I . 1. r I . 3 =ore: , - - ,. . . . I -r UI0 " ''r: I., r , r" :'wj.CLEANOUT--,. I - , r I 1 . 1 ... I . . 1. r r I I . 11 . I . . . . . I . . . ./.':,, 0"Sy ' r . . 1 2. A MINIMUM 3.5'OF COVER MUST BE MAINTAINED OVER W/L AND S/L. >1 1_ r ,,,, O,,Y,, .. r.. 1___,,f r . ..;., I -:,, / r I I I ..,V! I Ir, ' . r. - .. r r . I . - . I. 11. - I I I .1 . .1 -. 4 u 1, r r I. . - --, / r r ' I . _ I . 0 - !, , 1 , m.."'r'...'' 3. A MINIMUM OF 3..5'OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. u E r - I I r ") . r r ::. 1% . I . - Iq . . . . . . r, - -. .. .. -., . . I . . - . . r . , I 11 Im. w ,, . "__ . . . . . . - . . . . . . . I . . . . . . I - , , ,O . . 1,1 r_ 4. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. _Q I - - I . r : L4 . I . I I I . I 1. I I ... N . , , I il . I ' r .. . I r r r I - ... I ; - ,i v - , . ...s.h. . . . . . . ., I r .1 . i . . 1 . / . , / 4 6?'Tree . I c I 11 11, . 0 : : 1 67ree . . . ; . ,, . . . . 5. ALL PROPOSED SANITARY SEWER AND WATERLINE STRUCTURES SHALL BE ENCOMPASSED WITHIN AN ACSA 0 L __ - I.''. I . I I . ' . ' r, I r - I . . . . . . I . . . 1. . ..,_ - . - ., I I I I .1 , . . - . r . . I I r I O.' : r ui 1 I / ,_, I . I r , I r . I , I r I V , , .. .. :. . I I I . . . I . I - . jr L 'L : r * ' ' ' ; , ' _ r. . . . I , . j , ., , r .. ..,., , 1, 4, EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE PRIOR TO FINAL SITE PLAN APPROVAL. ul ( 3 I "I . I r r_, ,,.,. , r r. 1. . 11 _ 1 -. ,:,. I I . . . . I I I I I L . .1, . 1. 1. . . . : , , * , . 1. - .. r _ I r I . r. . 0 1. - 11 , r , . I , , e 2: - 7 I - - 1, I . r I I. I - - 11 r - (a . . . . . . I . . r . I I 11, 1. '' , ,r I ' 'r " - r' I I ' - -- 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO 0 I I" I . . r , 1 r 4, -",k - - . . . - . . . . . . . . . . . . .... ' "O'drk r - r : , I I A -A - . r .. j 5 . . . . .. Llj I - .,, 11, r r I r '. . . z ujI. __ : . . . . . . . . . . ( D. . , 1', r r , , !.' - -1-7-,"..""... 1, . . . .. . ... ; , . I LLJ 11 I I ... 1. 17 1' r - - . I 0 10 . ,K , . " ' r '' r , - r r I .. , I . .r . . CONSTRUCTINGTHE EXTENSION OFTHE STORM SEWER, SANITARY SEWER, WATER LiNEAND PAVEDACCESSES. S . ___1 . .1 , U0 . : 71 I A., - ., I . . . ] - I I Ir I I ...., -111 , . . . 51, , . . 11 . . r . . . ' - - .. lll- I r r. 1. 1 '; , . . I r I r ", r'.'_ I I - N 2: r '' ", I :r . , ( ;.; " I" . r. .. . I CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES 50 THAT THE ELEVATIONS OF THE TIE I 0 11 ''...-1-1 _: rL r , --.. .r - . z r .. . ) *: *,, i,, * S, , . , r . . , I I ,r ,: ,,,,, g . __ C 'a I rr . I I - I., I Ir r ,, , r, I I . . . . . ,. '' . , , _ , , CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 7) 0 Ll-, r J i:, I I 1. I I r. .. I ' N I I ;,-" ,, . " I. ____, - 0 . . . . . . . I . . I _ ." - - 1. I I 1",, ,.'' r , r I - , o 12 A h - - - - 1 5 'O,j k I- r - : - - - r' -1 7 U) I , , Ir, ' ... CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE 'j, I I . . I , . , r , , - 2! r I . I . All " ** . : r r )' r.. I r ,,- ,, . 1 r. . . 1 -r ... - " I I r , , . . . I I .i . . . . . . . .. - ' r' - " ' ' " ,* , I ' ' - * r ' I I I - L . . 11 . . . , , , l'Ash 7 I , EXISTING STORM WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES ARE - --- i I - I. .'r ..,..,... . , . 1 Lr . A... 0 ,- . . . . - . . 2.Q . . - ' r. r* , r, , r . : . . . , . ': , . . . . I u _j 0 11 ,. ,.r . . I , r. , . - - .1 .; r I I . Ir I r I r I .. - ... . I - 0 1 - BUILDING C / 1. . . I I I I I . 11""' j r I I . .. ,i ': . . . . . . . . I . . . . . . . . . I . . I . . . . . . . . . . . . . MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. THE lll W, _ _ r .1 I . . . I . . . .. I ... -, . r. ... .. I I I .11 . . . . I . .. . I . _ I I " . I u 1 1 . r .. , . Vrj,_, " .. " . . I r r . I 1: r . I I I r r I . . I . 1 " - 0 . . . CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE IMPROVEMENTS. w - - Ir , . I I I . m v FFE=390.80 - . . . . . .. I 1 11 .. :. * ' r " . " I - . r I . . . . . . . . . . . : , " .. . . . . . J Illll 0 I *_ " I I I r , I (WITH SPRINKLER SYSTEM) . . . . . . - .., . I. .- -1 t I I . I. I . * , * , , - - ,,, - , '. - 8. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEYWORKSHEETS OF ALL STORM, WATER AND Lij 11 .. . . 1. '. 1 I 1. : " I - I o . . , -, - .. . . . . . . ,. - . .. . 013 111. " '. I r . . . . . . . r . ''. ,. r ' L r . , I I I r I '' - - - .- . _, v , .11 . . . (0 I - - - - - I . . . . . : . . . . ., - .''.''. ui I I L . r I . . I -_. I I '' : 1-8?'A h- - ! - - - 1 - - I 4 I . . . . SANITARY SEWER STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. cl Q) I , . . - .. . / . . I . ,-J' . 1. I., . 15 . . .. '. . . . . : , , w .. . . . . r ,r 1. r. . , I I .. r . .. I . - ; OL 0 'I', . , '. - ' . r . . I I .: COLLINS ENGINEERING SHALL VERIFY ALL SURVEY CUT SHEETS WITH RESPECT TO THE CONTRACTOR's ASBUILT fl- ujA -, . 1. 1. . .; -- . . I " I " , I I 0 1 I I I I . I ' S . . . . . I I I . I . . I . . . . . . I I.. . I " 0 . 24" -more , _ . ." r. . . : I.. . I . _. ,_ . 1'r ,r .1 " I '.' '. " SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS ARE MET. U) .- A o- r . r.. YCCI . I . I I 1. . - r.. I I . . . . . . .. . r . 1. . ... r . . . . . . . . . . ... o . .. . . i' %% ft , , I ____, I . . . . .: r, I.. ,.,. m 0) 1j, 11 . 1 0 1 . . I , - -. .. 11 '. L . "' '. .'', .',. '': . . .1 1. . , " I '':. .1/_ , 9. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO lll- i..... .> 1_,_'. ____ , mi I . I w : - . ( 1:` 6- 11, 1 %414 , / )C ., r . ', . I . _ 73 y I . . I // . ,____" I ,"" I. ?'.!'rq P i.e.' ' ' .r' L- "..' '.-_. 1: . - r .''. I.':'. . , CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UPGRADES CAN BE ACHIEVED. 1/ r r' . 1 I 11 r r r I r r Q r . ... I I I LJJ f ^ xIIII . . . . . I . . . . ! I I . . I . I . . . I . . : . I I io. FOR THE SANITARY SEWER BETWEEN'EX MH:L'AND'EX MH 2': CONTRACTOR SHALL TELEVISE THE EXISTING vi w I , *10% , - . I I . . 0 - 0 -1. : - .1 I- ... i . . 1 . - . -, .1 . . r. - . .1 . . . 11 j ,r . , I I . . . I , , , . . I I . r r . . . . . ./ SANITARY SEWER PRIOR TO CONSTRUCTIONTO, IDENTIFYTHE LOCATION(s) OF ANY POTENTIAL EXISTING cl I I . I . . - . I . I - . " " . . . . . . . . r. - - . . . . (D r I r . .. '' I I . .r I I--,' . 111, , I .. , * ft% , , ____ I I I . . . ... I . .1 . . . ''. . - ,,: .. 1. -1 . I . ''. . . .11 . .1 I I I . .. - .' . . . . I LATERALS. IF EXISTING LATERALS ARE LOCATED THE CONTRACTORS SHALL SCHEDULE A DISRUPTION OF SERVICE 0 _ L r 0 1 . ID , .., I 4-P -4 S,jz ,it 0 . . . 1. - .. . . . - . . .. I I . . . I I : 'r I I . I .. . . . . I I . " ./ - - - . IY- mIP44 / I'll . . . . . . . . . . r . . . . , , . . . . . 1. - - - . - I .. r - I . . WITH ACSA & THE PROPERTY OWNERS. THE CONTRACTOR SHALL ENSURE ALL EXISTING CONNECTIONS ARE " V . . 7. 1 - .f F I 'r .1 . r, r ''. U < _j a 0 I , -51 1' **.. . 11' 11 0 1 1 . . . . 11 . , I I . . . . I . . . . 1 1. .r . , . .1 . . . . . . . . . I./, . . . 4 iz).11 V 0 . - , , r , , , * r , , I , , r , , , , : . . . . . . . . , , . . , , REESTABLISHED WITH THE RELOCATED SEWER. AFTER THE SEWER UPGRADE HAS TAKEN PLACE, THE EXISTING _ 0 N " r, *14 , I I I . 1 I 11 r . I . r I r, L . . I 0 Illl- uj - X, I . . I . . . . . I . . . . . . . . . . I . . . . . . . . I . . . . . . . . LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, THE tj c 111.1 I , __ . r I . I r Q) 11 a . - 1.0 I I I . . I . , . I . I, I . . I . I .1 I , . . . ' ' . . . Lu Ln LI I ___ 1 4%%* Ill , ''. ' ' :- . I . r . I , I , , . . . : ./ .'. CONTRACTOR SHALL TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA & C) - 1 E 1 , , / 0 -- .r - I . . I . . . . . . . . I I I . . . . . 0 uj D1, . I M qpl'e . . . . r ' - - : :, . . , ., . q . . ... . . . 0 m () I . . . .. , I . - I 1. . . . - "`' , * , i . . . . . . . I N EL 0 c , I I I I r I I rD . I . 0 ft%% , - . , , I . . . I . 1 . 1''. . . I. 11 . . . . I I . I . . . . I I / I . . . . ''. I . . I '. BUILDING REGULATIONS. AN ACSA REPRESENTATIVE SHALL BE PRESENT DURING THE TELEVISING OFTHE ce ( n _0 I . I I . . . r ... L '' ' ''' ' 0 . I -1. . 1. - r.1 . . . . . . . . . - SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS SECTION THAT CANNOT BE TESTED SHALL BE . I., I . . . . . . . . . . . . - - - - I cl,) I . r I r IIwiillillilillilll!lll -_ . . . r . .1. . . . . . . r,,,, 0161r' .r .11 :'.I ., I . . . : . . . . r. .. . . . I . . . . . . TELEVISED. JOB NO. -a x __ " . , " a 0 , . . . . 6_ Ip 0 ' I . .. . I . . . . r. . V VIDO r I I . . I I , I 0 . . , , . , . * * . . . .. . . . r. . . . I - I . 11 . . I . .. r ': J. , .. r. - - _ . . / . . . 1 111. .1 1.__ . n. A KEY BOX SHALL BE PROVIDED ON ALL (3) BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT -211.1 Monument 1 . - u I , . . . 1. '. . . . I I . . . . . . /. ' '.', THE FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. 132093 00 , , . . - ... I . I . . _ . . I . -Or- - ] . I I 1_- I , I , , ' J.6r - " I ' I . , , , , . I I (n 10- 11. 1'.. , ""'--., ,P.6rp . co ii i , ;j - . I I . . . . . . . . I . . . . . . . GRAPHIC SCALE ------ x - , I r 04i4!44 ,- ii,40 i:ii i;ii!,,!7,!,-,,-,,.,,,,,,, 11111."Pr,->.,: , I 1p - h' . . .. . . . . " '. ". ', '. '.'J. ' 16 " r'. . ./. . . . . . . 12. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. 0 1 I I I - - 1 . ... . '. . . '. "', . - L . . , . . . . I . I . SCALEr ,v,_ , I ,_. i 14 iR L . I.— . . ... . 1. .. . 1. I . .- .r I - - . - I 11 13. ANY WATER SHUTDOWN FOR THE FIRE HYDRANT ABANDONMENT REQUIRES COORDINATION WITH THE A I- 3Im11, I . I I I ,. r. . I I ..................... ... 1. ....... .. CSAAND 30 - - ".. . . r I 1101530so120 ` ` I I , _".. ". I ..... ... ..... --, . . . . r " - . . . . Q I ' ` :':--1.-.r'1,,-,, ...... . .. '' , , . , * * , * , r, " , * . , . I . . . . . . . . . . I --- __ 111__-,.'-, "" I ... 1- ,-., , - - . . . .. . - , . . IS,Qrnb e' ' HOLIDAY INN. I I I I ,I, ........ _. 111.11-11, ....... .... . /' '' 1 =30' m - , - 1.1-- 1 ... el, . . 101__., : - .... / 1. Y) c", _ m.__'_ I ---.z.. ,.; 1,11',,"', x ,,."` ,,,, I x, , ... ..... .... r . . . TARY c111, ." 1, .".. , -, : . . . . . . '', , ,_ ' 1_1 __, t 4' 7 1 H 07RLLJNS Co 1xl__ x \ 1 nf:1,7Q Z OS O, 1, . `," W,mw ,,-Jmm 14 a jmmm I., .: ... _-. . , " *:,,.,_,._- C, , , , . . I . . . . . . .. 1-110 1' iI , " I At _,r, _.....". - ,____ : . . , " . , : . , . , , . CONTRACTOR SHALL INSTALL A 20LONG STEEL SLEEVE ENCASEMENT AROUND THE PROPOSED DIP SANI I - - . . I - . I - . . . I! 119 _____ _ 'm iiaimooii- ,", , ". n-...- r - ., ii.ml 11 11-1 110" :::. I I. , 11 SEWER. XTENDSAMINIMUM SHEI: I NU. 0- A"M :::: - .:i.l STEEL SLEEVE ENCASEMENT TO BE CENTERED ON THE RETAINING WALL, ENSURING IT E11, _,,_m. , 2 0 M `0 r6i r ,_, , 'Ivwffillli,,,,'11_ ...... 1. ill. . 11 . 1-1 Q) IN FEET ) __ OF 5'BEYOND THE EDGES OF THE WALL's FOUNDATION. STEEL SLEEVE ENCASEMENT SHALL BE IN ACCORDANCE co4Q) L i inch = 30 ft. I - ,-'I--- - \0 - WITH THE ACSA DETAIL TD -36 SHOWN ON SHEET 9. _ C_ 1"n_VA 3 z ' 1-1' I-, I I--,' 1- 1, ig 111'__ 4_,_ 1 ,?Sx'x "',,x,,/," -,--,;, , , , , _. / I - "I I I I 'I, - I 1-1 r"'"'-,,.,,,,,",,,-, ,.,',,l,;"e",; ,,.%,, , , w ; I-- I --------I- ", *,. * "", , z """, . , , 'r,' " - , . ,-; " _ __ ' AM NHOLF , __ - \ I Ir __ 11 I 11, ."""""", ,,-;,,,,,,'-", "1>6,X, 51 ,A'N,, V- , TOP-JX29 -_ II _ X , , '?, I FORES.Te,,,,'_ ',, --- I , ' 11 _": -- , `, 4, ""c"4 -,;,,-',,'9' ,", l I T IN=J77,74 J,,...,,., , ,, " ,-,,,,, x 16114A I- W ____ L tmz)Fr,4r. _1111- - i,., " "i -, Llllp , l" 11%* EXIST GUARDRA O,CATED NQ "-`;, ' 611_lrp,Pl t - I - - 4_ ' - kit I Du pAivwyvw I - 11 ,; Mtfq Ull (8'D1P)=J71.69 v 9pjft Q,A N40. "I . 'APPROXIM'ATIE-LOCATION OF EXISTING GUARDRAIL. _ ST " 10 " REMAIN A,,jg . . , I.. --,-, - 1" 1 CON4EC ,',_- , Z .95 ,, 4 . 1. , -- I _ , c I '. , L , ___ 1 Rvtm)M-;Oct I - 11 SEESHEETi Ok5-TH STREET IMPROVEMENTSi . - I I HENEWSI ALK_FXIST A , _ 6 "I 7 :71 1 _ , ___-, i 1'11 ,C1 luI 1.090 CON TION &TH*P IT "' ,SED ,,? K - " " ,, , , . 1 ,_"` W!, 1, __ .1 WALL -FOR FE PASSAGE, AS SHOWN. SEE SHEET 13 FOR FULL '__ ___ __ I F 4XI ALC OR SHALL INSTALL SIDEWALK TO END OF CULVERT WINGR ,( I -1 : wwo 1- 1 )5 .0-ANTIR, IN , I - c , 11 1 T iTlj ' ' _' I 11 - 1 - - )R,S,. SCOTT NS Z1 , 1___' KEM ) WITH T 015IN4t ' , , - _-_-_ ' - ' ALIG CTION SHALL INCLUDE A RETAINING WALL W/ __ COLLI 1 1. ,,, '-;' '"' ,:-- NMENT, COt+$,TRU Lic. No. 035791 - V I 014i :TER ,,-,',,:K,',",."`""" zTl;, I I " - ;_ 1. 1 .1 1 ',, , - - __ Y,! 0 PROVAL ill A " C- ,,,-6,., <, 1. .., ., 2- 1 tl1' OBTAY ", 1 o,o", '4'k, I - l, , T_1_ Lp___ _' 6 , 0,,-/ - - . 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A: / . . I . . . . . TO LIMITS OF - . . . . . . - - - - , . . . . . . .. ;,;_ , // , . . . . . . . . . -I- / / I I // . 3: r/ 1: I I I I I I ,, r.1 '': '_. , , r '/ . . . . * , , f /1' > I . r . - I 11 . . . . r r ': . r: 1. , r'. . . . . . - 1.:1: / . I/ , , i , r r . 11 I '111? - 1 1 I I r., ', I _ I . . . . -FILL . _ IF Wr ' - "% - - : - - - ; l . . . . . . . . . .. / . / . ', I I— ... : r . . , . - / 1. . - 13 . - I . .r - r : ', I - 1 _ j - ' ' :. * '' ' r . . . I I I I ,- / , / I' / i U) UJ ; ,c I I I .. ivv/, - bmlklll I . . . I . . 11 r . --- .r 11 . r .. . - I I - V, j . /. . /. . /. GRATE INLE . 1. 11 r, . I.L / ,',)\,. I I . . . . . . . . I . . . r. . . 1 : , r I . . . . . 11 . . 1V . . . - /(//, / - Ar - - - , '/' J /. I / '. I i . to Q) rt / L, I ., .'rr I I - . .. . . . . I r . " I 'r /,J, - / . . I . I / #.- qI . r I . . I I .. I I r r I . 1_ I I . . r. . . - - I . . ' I , , - - I . I I - 'i . 1. [ / -/ , w 'VIIII . I I - . . . . - I f.: .1. , a t r - I . . I . , I . r f. / , . N, I ,, v v i , TDP=392.q. -,, - ' j' I _ - ' 11" ' ' ' , 6\' 1 . - r r . r / : . . . . . . I . . - MAXIMUM JI: 'FILL.SLOP5, 'r IIIIIIIIIIIIIIIIIIIIIIIIIII ______ . . . 0r . I .. . . . . . . . . . 4 , ,. , ` I ::::,//, / Ir I I I 11 . - O/ / / . ... . . I . / / - z _ I . r , . r. I - , . . r - r I j _ 0RCP) M6 I r . r7F - INVERT IN (1, I >' 89 92r P : : - I 11 . . . I . . . . . 11 I . : ALONG FLOODPLA N (TYP) FILL NOTES, _ r _ I I , .,. I I r I. I . I I 1. , . I / / , 19 0 INVERT 00=38 / /// I . .j "'.1.1 '. 'r - . 1. I r I / I I r )), . I . . . . I . .. 1. - . .. . . . 11 1.1-1d r... :- -. . r r 1. .1 - ", I I I . rr . i. ALL FILL SHALL BE PLACED AT 95% COMPACTION. o - I 11 , r , . -- r r r, 1. ::_ 391.52 TCr , . .0. I 0 ..j ;$ 7, r 11. . . .... r . "% / I V111 -, . . r: , , " , , , . ".*. . 0 i r, r'' 'T_-" r . . __. _. . I r .:::!: 1391 02 EP . I I . . . . I IC --,' ' " ' , - ' " " I I r" 2. ALL BUILDING AND PAVED ACCESS AND ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELYV. , I / , ,, , :, , I ,, , , '' L * . -3A I I r r a )' - r ` 'r ' _j < UrI1. . , I . . . . l` .. I I 1. . / r ' Q r'N rl r , I , I., I .1 . I I r. I %Q 1 __ 1411 1 _. I ... ... * . I ,. . . 1. 1. '. . i " w 4. . .- .( -0r ... ....... . r r 1%, . I . . r r r. 0 , I I . 1. .11 I - . OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE of I r. 11 I I , ___ . I . I- I I ... I I / I , A Opost NYLOP r L . AS *1 Irr .;:; :t,r I .. r ,. , . I - 1 AM . -_ /-/ . - I . ... - 1 ... I . . . I - COMPACTION OVER THE ENTIRE ROADBEDIFOUNDATION AREA IN ACCORDANCEWITH VDOT 2oo7ROADAND < P-1 - 0390 .3p . . . . . . , . - . ,.) .. - - :: . L11. / 1 r 11 - I. . r - -----,* - , , , , , I r I ' I / i I I I .. : I Lj. rU-KA I rL. I I I - I I ! - r 7 'o . .. 11 _, - I I : ,,, ., , . , r., . r, . . " " , r /- UalIr*r-;?2 I .1 . . , , r. r _- -` ' 385.8 ; - BRIDGE SPECIFICATION 303,04- 2z >1y / I - .1 . - :) ......... _. , , , I LETOR . I I / ' ' )" r . I L . . - I . .1 - .11 .'', " AL 71 T-71,171% I .. 11 11 I - L a 1. I I EQUIV I . /,-/. r ', . , /' . Q) , * ....... 7'' r ' 3. GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUNOFF AWAY FROM THE 0E17 1 - 1,,j _e . , . . . I r : u C) EtI . I f__ 1, . . . I / . I . 11 I ''.. . /r,r 1, -,r. ./ .1 _ 11 ',..!... I . j /. T,,, r / r I r I . I ..... .... : o . . I ... I .... - /: - BUILDING AT ALL TIMES. I".. . ! . . . I , . I . . r.r . - . . '. _v I. _ ............ - . '" * . . ; : r - I . _. . . r ! I c I : IT".. . r, . . r . . - . I .... - ... I . a1 , . '_ 11 . 4/ r . ' / - ' ' - I t, , __ 0 I . I . . . . I . , - ' : - - 3. ALL SLOPES STEEPERTHANT3. FROM FILL OPERATIONS THAT ARE TO REMAIN FORAPERIOD LONGERTHAN 12 LuI I I.. __ I . - r I ' r - - - I r . ' - r.. ul1 I ' ' . r . I . . . . . . . I . . m I _ . I . . . .. . . : , - I . 1I . ', '89 r 4 ` 'P , . r . I , . . . 1- y MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. 0 1 1 , . r - EP . I . . . I I I I . I . . . I I I . . . 4 : - . . . .. . . IA, I Ir. ''.. - .... - 389.7,5 1 1 . . I r I I I - . e 2: I - Ir / . I 0 , . . . , - - zIrI -/' /I I- . ..... I - I . . . L' . . 1. . - . I r : 4. CONTRACTOR SHALL INSTALLVDOT STD. GR-2ALONG THE RETAININGWALLS IN THE VICINITY OF THE ft I 1, . ____ 1 r .- . I . I . . . . L " .' I . . . . . r . r r 1. L.jv / / / , \ 777 0 . . . . . . . Ir Is . rr-..,` f, ' r - / I .. \ --_ 8 1 \ , , ::- I . . . . . I . . . . 1. . . , . '.. ' r' PROPOSED PARKING, WHEN REOUIRED BY THE COUNTY AND VDOT INSPECTORS. z LLJ w I - \,, * . r I 1. .1.1 11 ISI I / / r ./- r r'. I / '' ., . , /389 60 EP - I \, _, . . . . . . . . . . . : . . I . I - : r ' . I z I I - I I . . -), . ALL SPOT SHOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE ELEVATIONS, THIS INCLUDES RETAINING _ 1,/ , " . I . -- . . . . . I . , -)c ' 5 - m: 0 r Ir ' , . . . I . . . I , c I . I I I , '' r r t_ - I r . I -111', I / / . I I . I . '. r Z 1 389.88 TC I I I . . . I 1 4 * . . . ;. .-. '" -, '' ,., , I '' . . I I . . I . I :D Jvm% 1. I 'r 4 , r, I / , , I .. , r I I r I I WALL ELEVATIONS. WALL FOUNDATION ELEVATIONS, AND POSSIBLYWALL CAP ELEVATIONS, ARE NOTSHOWN. w 4 - I /, r ,, ROPC ED -12" SOLID HDPE I , 5d9-56 Et-,-- / 0 - - - - , ,.:-,., - U._ . . . . . . . . . I . . . . . . . . .1 . . - 11 I -p- r' .1 - ki V) R I' ./. I—/. - 11 . 4 . PIPE W1 STONE BEDDING ,,,-,/ . 590 . . . . . . . . . , - . . . . . ., / ,- . '. r '', " . '. I 1. 6. FO R CONTRACTOR BI DD ING PURPOSES, THE SURVEY IS A COMBINATION OF AERIAL SURVEY, FIELD CREW IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (1) z I " , , , -' -, . . . . . . . * , " : I SURVEYS AND SITE VISITS. AND BECAUSE THE SITE WAS AN ACTIVE CONSTRUCTION SITE FOR A PERIOD OF TIME, _jIN311j. 01) r i,' \ TYP ) . , r . . r . . . . I .. r - i 1. r, . . . . t . I I . a I I . . I I , (", 0 1 . r . I . . . I - . I I 11 . .., . . . I . . - ,,, r. r 1: '' m -. . - u _j1-388I,00AR I - ) . ( Jr .r , / 0 y / -- i": . . . . . . I .. : , . . . . , r,r. .1 ,* - , , , " THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES & THE EXISTING TOPOGRAPHY __ I It / , - 91NG C -V .: '. r I I:.. r' . . .1, L) I - I * I , r 1, r I-.. . I . . I I .., , r . 1- I .. . I I I I . I . . . I I . .. I " . - . I I 1/ '.-, r ' ' . , / I / . .11 : - . . r. . SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY CIUANTIFIED. - 7 1 , , , I ,___. rBU4L I " I, I . . , PROPOSED 4'TALL. I . . I . I/. - , I . jr, '' f - 0I . 1 . 1, . . . : 111. I... .11, . I r" ,.- l FFE=390.80 \ 1. : 0 - - - . . . Ir -. 1Y 11 . I . . 1. . . I mj I / / I u - - I I / I -I .... - - I -,aE r . I . . .. I . . I . I . I . . w > 1 I I : rr " rrr :. 38,9.81 TC I\ ,,-5 . I JET,AtNIIw1VTjj4L; IV 1 . . . . . .1 .1.1. d r'/ - ' - DRAINAGE NOTES: 0 uj I— I I , :., " _ / BUILT. WITH PHASE I . . . r. 89.31 EP ., _ r I 6 - , I . . . . I - . . . . I - . . . I a- r--- , I I I j.r -, - r. - - - I- - ', ... , ", r. . I.. r I.-, I I . I . 0) I ..... ('D., . . _ r J. . .: -'.' ... 1- o' , . ". - ' r - - .' ' : ... r i A M INIMU M OF 3.'OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE Q_ 0 1 1 . .r . IfI ', 4." - ; 4 . , . , . / . I : I r ,1 ' ' I" . r . 1. / I I I , I , . : I / , I I I I I I . . . . * , , , o- c5, 1 4 y I 1, ---__ I ff , . . . . , . ,, . .. . . - I I , I - : , .,. . . r. I... . - - _, . , PROVIDED. mi W uj r_ - - j . I I I . I . . . I . . 1, I.. . . . 1. I . 2. -rT I11 ...... ... . - . . :_ . ,_,":.. .... - ... LIL I L. I / / 0 - I - , , , - - , , , , , . . - - - I,, , '. : ....... . -, , - : ._ //'/ CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB& GU ERPROR , IT. \ I / / " -ft% , __,_ ____ . - - I I , - . , .. , I., . I . - . ,. . , ,. . ., .. . I . . 11, . . I -1 ., , , 11 //.. - TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED D I - - . I I . . . . : . . . '. ''. . . . , , , . . . . . . . . . . I . . . I . . . . : ! , - f .1 I . . ., , _ .. '''' . , , " , , ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE UJ ir P% u 1 .......... x j # 1 , . , /// 0 It, I p , 1 " 0 -389.28 T8 44*% 1 , ... ,__ '---. - 0 i . I . I ` `1 1 . 1 I I . , , . I . . 1 . .1. ; .... . 1 I ........ . 1. .11. I ; / // I TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. v iI . - , I . , dI - , I I I I I ,. " -/ 4110* ----, . I . I - - . . I I . I . . I . .'' . I . . . . I . I . . . . . . I ". . ... . . . - . (Dr - / .. .. . 1 cl r.-,) / "... 11 / 11 I I I rnki-rDAr,Tno CUA1 I 011MI F'N Cl'r'rU[= DE)^0^CCM C'rnDKA AKIn CAKI1'rADVC-rDHr-rHDCC'rn ArrnKA nnA,rc Tuc: -Z 1-1 / I I / 7 1,1. 6 I 0 PROPOSE 1111111111 _, - . . . . . I . . . . I , I . . '. , ". , I.. . I . .1 . . . . - . 1 . . - . . ..6// I 1 5. I i NYLOPLAST 0 1 ./ . . . . mI ... s A"e?," / . I . . . I . '". 1. . I. . I . . . I I .1. . t§,: , - . . . I . I . ... . EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPESA : "' I TYPE B 24" STD. GRATE P/Y ___1' I . . . - . 1 . . I . . : . 1. .. S - 1. .. - , - % I . . - . .. . - - - . . . . = - I . - c I . I . I I . I . I . 1 . . I I . . . . //,/ . uj 0 I--' ,/ , , / I I / INLET, OR EQUIVALENT. /// I I 1: 11 I . I I . .1 . I . I I ARE MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT < -1 1. . Itf , . . i . _ m 1. 0 ... . . i I . I I . 1. I . . . . . / ..... - I . . - - - - I -I- '.- ''I I I COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE I-- c I I ' - - - 1. I- * I '. ' .... .......... I.. ...... * , '' b 1_ \. . . I I ftk**, / u a - q I -,//, . / .- 1. j , It"I". / - 0i "') / / . .0-- , I - _, : 1, . , . , . . . ... 11 .. 11 . . . . . . I/ 0 Lu Ln r. I : _. , 11 - I.. I . I . . I . I : /`/`/'-'-' 1*-'.' . IMPROVEMENTS. rn E I K Q/)I/ , 1- I . / 385 TW I a ,." , . ' - 4 (D p Lu D I . . . . . 11 . I . . . . I . . . . - .1. - . ... . , r 1, , \ , / ' 11 I 1 385 BW %% - - - -_ I . .. I . . I - . . . ... , I , r. -. '. ' ' r '' ' ' rr,' r " 1. I. . . rr" ''" , , , I I r I I I I ' 1 4. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL STORM, WATER AND m u I I 0 I . . . . I I I . ' _ 0 I I I . I . I . . r / . , , I , 1. , r r I 1. . I i - 04 o- Lnq W / ja 0 . . 1. I - . ,// - '. '.'. ,/ ' ' SANITARY SEWER STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. 1 . I ... ... .... : I ... I ... I . - , . r ' r I I Ir . N ;:1 I C. -0I'll /I - I . I .- - ; . . z . r. I ----- I . . I I T I r I I I . . r . I . 11. ? :, w i I -11 ..... .. I . I ........ COLLINS ENGINEERING SHALL VERIFYALL SURVEY CUTSHEETS WITH RESPECTTOTHE CONTRACTOR's AS BUILT JOB NO. x , // / .";: , / I / - 0 ID () - (D 0 ,a g- . ., I L . . . . .. . . 11 . r. . . ., -L I./ - - .: - 7,jt`", ` I - '' . .. . A/ . . . / . ./ _ I __ _ I I monurnignt I I r r 132093 - 2u 1 . . . I ... I - .. - . . . -:_", .... .... - / . 0 v OT I " P . .1 I I . . ... I L. r..' . I . .. . .1. I. I . SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS ARE MET. i -------------= --- W%p. 0 . , 'Irl 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST- DIG AT THE LOCATION OF THE EXISTING UTILITIES TO001 .1 - - . I 11. -. - I , . - . I I ....... ..... . I I x - - - // /_ : 0 - - ' * ' ' . . , /'r . . ... I 4 I /_ IL;! , '! 9 _ -_ 1 1.1.1111. .'r I., . . I . I I . I . . 41,11,11,,#,';4.;.i'4i:,;:."... - I I I r I I .... .. . I 0 1, - I . . . .- I ... . I . 11 . . . L.. _ r ... I 1// CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. SCALE 0 1 11.11-1.11. 0 _il%ft4_.. ; - - 1 ./// I f- 1111 ,."-- 1". . I I I r. I :r''.. I.. .. - - - .... -_. I I . . . ' , , . : * I : ''Ir r r . _0 11 . . . . . I'll 11 I ". . . / I rrr - 1111-1 I ..... I., ............... . I—- -- 11 . I . I I r .1 - . . . r . . I ... I . . . I . . 1 6. WHERE THE PROPOSED STORM SEWER 15 OF VDOT STD. CL. III RCP MATERIAL, THE CONTRACTOR MAY SELECT A1 cII'll 11, ' 111-.-I.- - I . I I . ,/'/ 11 wl ..-- _.. I . . . . . I . I . I . I . . I - I .. ". I I . . ., . c, Fc.mce . 1_ . . . I . . , . . lI - - __.____ ..... I'll - ,"...'' I .1 . I .1 11, r . , . , , 4, , 11 DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL IN LIEU OF THE RCP. SUCH AN 1 =30' 1 r .::: ,., .. I'll. : , .. , _ ` , .. I ,/ ... . 6f- , . .. I., com I ---. .... - / A 1. I'll- ,-,WOR , . - , - ". - , , , I I N,:1::.* ---.---- - .......-".., - - :.,". ,__ A., ,.,_,,.' ,,.* ,", *,,,', ',/,.,* -- . I'll 1A I -516 -_` --- -, , ,,,,,,_ _,----, _,,q,,.,..,,,, , ,,;,g..,.,_,.!,, . _.. ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. & SPEC.:LO7.22. 11111, - ", - 1 im,,, , .".,. , " - I. zzz . , . , _S? A-1 - , , ,. 11" ,__._ L, .. ' C', - , , 1. . . . . . . I 11, 0 "n Nw ,,K%,` ::-.,g . ........ - ,,,,,.-, .I 111 L , 5 "Mccl Nv. 0- 1-11---- __ : , . ,-- .1 7. ALL STORM SEWER SHALL BE PRIVATELY MAINTAINED WITH Trit L)kt-Lr 1 IVIN Ur I r1L -1 I UKIVI tVVMK1 . . . . . . . . 11 I, I:: Ov "M ,,,, , I " Irr", W :. 11 - I "I'll, - 7,4 0ggggg I , _ Ij - 0 r / ,- - 1 / 194 4 0 " I' s, ENCOMPASSED WITHIN THE PROPOSED PUBLIC DRAINAGE EASEMENT. THIS PUBLIC DRAINAGE EASEMENT Is U) 1,4, IT - ,\ _ 5 a) f. 1) -_, x = 11 __ , / LIMITED TO THE STORM SEWER RUN BETWEEN MOORES CREEK AND STRUCTURE i.2, AS SHOWN. I I _ IF , " ;: ld _ Vv / I I ,--, 1-nL , k v2A IN FEET ) 1 inch = 80 ft STR:26 VDOT STD. DI -3C (L=10') STA. 0+00-00 TP=391-16 INV OUT: 387.50 TO 24 1390 . . ...... - CONTRACTOR) TO ESTABLISI- 8" SDR 35 PVC THE NEW CONNECTION AN 3.0' MIN. BEI ABANDON THE EXISTINC- 45.12 LF 0 11. 21 % FINISHED GRAI WALL FOUNDP ACSA REVIEW AND APPROVAL, CONNECTION REQUIRE 375 3751 0+00 0+50 0+75_ >> Ill w 0007400 j _j 6 0 C3WwEEXDI - STR. 8 cy) 0) 00 0) 0 0 LLILI_ O+W60 MH6-MH3 STR: 24 VDOT STD. DI -3B 00 0+72.17 CONNECT STA. TP --390.31 PROPOSED RIM=38E.28) LLJ W INV IN: 383.35 TO 26 r ct tN ro- r INV OUT: 383.25 TO 22 z Nt LIJ 2c) 2:20 L0 0 K) N') D V) - 0 I- 00 w w 0¢ J STR: 6 S4 qt r 0 c ci 00 GRADE LO STA. 2+49.74 W LL C5 0 K) CONTRACTOR SHALL INSTALL CONCRETE ANCHOR 0 t m rn PROP SED BLDG. A FIRE 395 F) 00.. I- BLOCKS AT EVERY OTHER JOINT FOR THE PIPE BETWEEN39 1 0 IATEIR LATERAL ElW_ES_ E _R,_VI CE (i'M I IN OUT: 374.52 TO x 00) i - STR -B-& THE EXISTING DROP INLET (EX DI) AT HOLIDAY 9 INV OUT: 378.17 TO 4 V) Q zz-- Ld 0, INN. ANCHOR BLOCKS SHALL BE IN ACCORDANCE WITH 7 WALLI VDOT SPECIAL DESIGN DRAWING No. A-73 AND MA -73. THEto 00 ul (n MATERIAL FOR THIS PIPE CANNOT BE SUBSTITUTED. ca 00 INV OUT: 378.62 TO 6 I- caV) IE z ITIZ RIM:379.00 I PROPOS D 0 L P R OPOSED 06" PROP ERVI OSED 041' CL GRAD 39 00 395 390 390 390 FILDODWAY INV IN. 372 D 6"x4" TEE PROPOSED---, CRREK: z z 6" I N N=1,586 sf, SHOiNi 2.0895 PROPOED BUILDING BUILDING B 1-0 BE ABANDON IN 57_31.65 SEPARArION) 1 MIN. VDOT ROPOSED INV 06" JL EXISTING 390 //3 9 0 06" W/L 385 1 BUILDING A- GRADE 385 A./ XISTINC BU MH3 SEALED) CO x CONTRACTOR SHALL TIE---' INTO THE EXISTINE GRADE STA: 2+58.79 SL APPROVD CLO ASANITARYSEWER VIA385 01. RIM: 390.50 WLLAT. DOGHOUSE MH & ABANDON STR: 8 VDOT STD. DI-3CC (L=8') IN L LAT. INV IN. 381.10 TO MH4 THE EXISTING SANITARY STA. 1+80.58 SEWER BETWEEN EX MH !" ' TP=389-55 3851115I INV IN. 381.10 TO MH6 380 MIK MH 6. CONTRACTOR SHIAL-L FROPOSE) INV OUT. 380.90 TO MH; SIL LATERALS SERVING 4 ENSURE MH TOP IS FLUSHINVIN: 378.72 TO 10 M IN. M ED_LOCA WITH THE EXISTING GRADE. INV IN: 378.72 TO EX DI PRESSURE TESTING OF TH 25 383.0, T,LACEM_EJl CONTRACTOR SHALI OUT: 378.62 TO 61INV DOGHOUSE MH SHALL OCCU L LA T PROPOSED SANITARY SEY THE EXISTING MH & I BUILDING EILIEDNG BEFORE THE EXISTIN I 385 3.5' EXISTING OPENING A[ 7.7' 15" SEWER LINE IS CUT. ALSO, CIL III RCP 23.88 LF PUMP AROUND PLA 380 380 RELOCATION HAS BEEN CON 375 016.977. (PROVIDED BY THE PROPOS CLAY- EMAIN 5-4 STR:26 VDOT STD. DI -3C (L=10') STA. 0+00-00 TP=391-16 INV OUT: 387.50 TO 24 1390 . . ...... - CONTRACTOR) TO ESTABLISI- 8" SDR 35 PVC THE NEW CONNECTION AN 3.0' MIN. BEI ABANDON THE EXISTINC- 45.12 LF 0 11. 21 % FINISHED GRAI WALL FOUNDP ACSA REVIEW AND APPROVAL, CONNECTION REQUIRE 375 3751 0+00 0+50 0+75_ >> Ill w 0007400 j _j 6 0 C3WwEEXDI - STR. 8 cy) 0) 00 0) 0 0 LLILI_ O+W60 MH6-MH3 STR: 24 VDOT STD. DI -3B L=8) 0+72.17 CONNECT STA. TP --390.31 PROPOSED RIM=38E.28) LLJ W INV IN: 383.35 TO 26 r ct tN ro- r INV OUT: 383.25 TO 22 z Nt LIJ 2c) 2:20 L0 0 K) N') D V) - 0 I- 00 w w 0¢ J STR: 6 S4 qt r VDOT STD. DI-3CC (L=6') GRADE LO STA. 2+49.74 W LL n r to LOD 00 n 395 to ro to t m rn PROP SED BLDG. A FIRE STR:26 VDOT STD. DI -3C (L=10') STA. 0+00-00 TP=391-16 INV OUT: 387.50 TO 24 1390 . . ...... - CONTRACTOR) TO ESTABLISI- 8" SDR 35 PVC THE NEW CONNECTION AN 3.0' MIN. BEI ABANDON THE EXISTINC- 45.12 LF 0 11. 21 % FINISHED GRAI WALL FOUNDP ACSA REVIEW AND APPROVAL, CONNECTION REQUIRE 375 3751 0+00 0+50 0+75_ >> Ill w 0007400 j _j 6 0 C3WwEEXDI - STR. 8 cy) 0) 00 0) 0 0 LLILI_ O+W60 MH6-MH3 STR: 24 VDOT STD. DI -3B L=8) 0+72.17 CONNECT STA. TP --390.31 PROPOSED RIM=38E.28) DRAIN INV IN: 383.35 TO 26 r ct tN ro- r INV OUT: 383.25 TO 22 z Nt LIJ 2c) 2:20 L0 0 K) N') D V) - 0 I- 00 PROPOSEID 0¢ J STR: 6 S4 qt r VDOT STD. DI-3CC (L=6') GRADE LO STA. 2+49.74 t n r to LOD 00 n 395 to ro to t m rn PROP SED BLDG. A FIRE V)r-zz-------- ETAININ y 4_ i-TP=392.02 INV IN: 378.27 TO 8 IATEIR LATERAL ElW_ES_ E _R,_VI CE (i'M I IN OUT: 374.52 TO INV IN: 380.27 TO 22 SEP RATION 9 INV OUT: 378.17 TO 4 385 I II I I)ODII 15" CL III RCP_ 72.17 LF - 3 -21 380 3.0'_ DRNG.- S L PROPOSED 08" 15" CL III RCP SD IZ 35 PVC Ell, 74.26 LF 02.02% STR- 22 VDOT STD. DI -3C (L=8') 375 STA. 2+03.48 TP=389.56 INV IN: 381-75 TO 24 INV OUT: 381.65 TO 6 0 rl C3 PO 380 15" CL III RCP 11-49.66 LF 0 2.77% D A nr:' 3751 37 00 - r- 0 0 ul o 0 0 Ln Ci 04 0 6 co 00 M 00 00 0+00 0+50 1+00 1+50 2+00 STR. 26-6 TWO (2) PROPOSED 01" CORP. STOPS, THREE (3) PROPOSED 01" CORP. COPPER PIPES& 3." SETTERS FOR STOPS, l" COPPER PIPES &i" SETTERS TWO 3." METERS (BLDG. A). 2' FOR THREE 518" METERS (BLDG. B). 2' MINIMUM SEPARATION, AS SHOWN MINIMUM SEPARATION. AS SHOWN PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER W/L AND ,:L5'OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB &GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL. III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING REQUIREMENTS ARE PROVIDED. 7. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. WE PROPOSED DRAIN #i TO COLL.ECT BLDG. C ROOF 0 CONNECT PROPOSED PROPOSED RIM=38E.28) DRAIN INV IN: 378.27 TO 8INVVIN* r ct tN ro- r III b"XiV' 1;;Lwl VAULT, I z Nt LIJ 2c) 2:20 L0 0 K) N') D V) - 0 I- 00 Z: :2 0¢ 0) 1- 0 0) E C) qt r C5 0 LO LO r, 00 0- Foro ad00 t n r to LOD 00 n 395 to ro to t m rn 00 00c co P -n PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER W/L AND ,:L5'OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB &GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL. III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING REQUIREMENTS ARE PROVIDED. 7. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. WE PROPOSED DRAIN #i TO COLL.ECT BLDG. C ROOF 0 CONNECT PROPOSED PROPOSED RIM=38E.28) DRAIN INV IN: 378.27 TO 8INVVIN* r ct tN ro- D 0 III b"XiV' 1;;Lwl VAULT, I K) OD 1 T 0 CDIlli - n I 0 K) N') D V) - 0 FOR PROPOSE je) 0 1"=50'(H) PROPOSED GRADE. I r m> Mv) Fy z z z 00 i i0--_4 SEE V):i 0 LO < C) +0O. cy) Z Lo 27 z po EX MI -I1 F V)r-zz-------- ETAININ y 4_ OUT: 374.52 TO 9 V) Q zz-- LD -12 n 1> rA: 0+05.02 WALLI B-- 339 m V) iEZZ INV OUT: 378.62 TO 6 I- caV) IE z ITIZ RIM:379.00 I 390 L P R OPOSED 06" PROP ERVI OSED 041' CL g• 390 83 TO MH2 PER FEMA FLOG FILDODWAY Ii D 6"x4" TEE PROPOSED---, CRREK: WAY WIPTH=1132% 6" GV N=1,586 sf, SHOiNi 2.0895 C-.52DIP WIL 3.9' 'DRNG.-W/L) BUILDING BUILDING B IP FIRE LIME 390 IN 57_31.65 SEPARArION) 1 MIN. VDOT STA. 3+92.12 06" JL N FIRE LI BL E W/ RCP PROPOSED 385 BUILDING A- D 06" F/L LAT. F/L LAT. BU LDING C SEALED) CO x 4.b WL SL APPROVD CLO I' R_ 01. WLLAT. A IN L LAT. OUT 373,63 MNCI 1C0 yr FLOOD ELI MIK FROPOSE) 1ILD G AIN SIL LATERALS SERVING 4 BEND FOR ED_LOCA 25 383.0, T,LACEM_EJl PEqDING FINIAL 385 L LA T BLDG iASSU ES 42.,D(D I ) I BUILDING EILIEDNG 1.51' 1.5 FH 385 3.5' SERVING 7.7' 10' DRW L3_. -_b L 1 11-L Lli PROPOS CLAY- EMAIN 5-4 L LAT. W/L LAT. MINMINI. 1 3,951 BLDG A. CRING.-SIL 2.08%) MIN. 1 PROPOSEID ia" HDPE- HJILL)ING'A D-05 112.44 LF BU LDING 380 CL. 52 D W/L ELEV STR. 20 VDOT STD. DI -313B (L=10')-. Zm__m= 15" CL III RC 123.9$ L L F LLAT. H5 385385 i 3801 18" CL III RCP 85.94 LF LL IPE kREAS V[3U 8" SDR 35 LF @ 3 8" SDR 35 PVC INV IN: 381.37 TO DRAIN ... INV OUT- 381.27 TO 18 PCISEIJ 21 LDI ING ABUILDINGG I LD INBUILDING B i 70.40 GRA E 380 375rstR: 181.51 LF 0 1.82% PROPOSED 6"m EE FOR COMP E E FIRTI 3BUI GREASE,l TRAREASETRA LATERAL 1 S/L LAT. 380 23 5-4 FEMA 1 3 -yr FLOOD 4" CL. 52 Of FIRE I iYDRAN wl 8 "x6" ASSEM Ly INV IN: 376.52 TO 4 INV IN: 378.52 TO TIE THE 3 8" SDR 35 PVCPVcl FDC wl 4" G.V. (134DG. Q 83.28 LF_ml 00.52% XISTINGI 380 INV IN: 377.02 TO 14 ER INTO EALTHE TERTHE 370 7 5.0 5 LF @ 2.19% j PIPE Two s/8', 2FMINI 0 I i SDR 35 PVC L__ GRADE 110.77 LF 370 i-XISTING LAY S 08" VI NITARY E RIFTED SEWER XISTING- GRADE 0 0 0 DRNG.-S/L r n illn Tsms SHOW, i 0 to PLETED. 375 u") CONTRACTOR THE ROPJ0SED_3TP_SANr S IIALL INSTALL A 20 WRY SEA LONGS ER.-STEE EEL SLEEVE SLEEV E -All ENCASEKWNT 1.1 11 1 AROUND 3.90 IV LY FK 120.69 LF @ 0.50% ROPOSED S -i, INV 375 6 (0 r_ o6 w r__ CENOTEN EDONT ERETA14INGWAI-L W00 ENSU I INGITE)TENDSAMINIMUNlOF5' Go n TP=391.90 ca n 0) PROPOSED 8"xE TEE FOR, IOUTLET PlOTECTICN 0) co 100 n BE Y THE EDSES OFTHEWAL-12i FOUND, kTION. STEELSLEEVE I ENCASEMENT RIPP DESIGNTNOTE CROSSIN 5 NOTES. Ow---, E & 5HALL E-INAC QO-DAN-( WITRT, EAC.SAjLi IAILTC,-36-$H-QN K.ON.$-.EET9-.-, 375 fi ALLL WAT LATERAL 3 SHALL HAVE A MINIMUM 5'OFTION 365 i 370 365 w J 8" CL. 50 DI 0 c 0 00 0) LO t (0 00 Ln 370 0 SEPARAI ION FROM ALL SA141TARY SEWER CD 370 00 . 64.26 LF 0 1 5.54%1 1 0 CC) 6 cc) r- w w 0) m co c! Ln co C5 00 co C5 m 1`1 MAINS Al JD LATERALS, AS 1 HOWN. 37 01 ui ui 0 440 Ln 0c) LO 0) 0 0 0 0 0 0 -4a . 0 00 4- r__ L0 00 00j _j W LTJ C6 00 ji cc co r-- 0) 0) r- c Ln 0) 00 6 cc cy) CD 00 Do rl- m C5 co 0) co C3 a) 0) 6 V) n pq n n ro PO I I I PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER W/L AND ,:L5'OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB &GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL. III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING REQUIREMENTS ARE PROVIDED. 7. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. WE 0+50 1+00 1+50 Z+uu Z+OU 15+UU .3-1-ou I--t-uu WATER LINE IMPROVEMENTS I PROPOSED 6"x4" TEE W/ 4" GV FOR 2 VAULT, REDUCE T02"COPPER (SEE ACSA TD -12). (BLDG. C) PROPOSED 06" goO BEND FOR COMPLETE FH ASSEMBLY wl 6" G.V. NOTE: CONTRACTOR SHY USE RESTRAINED JOINT F ON WATER LINES IN FILL 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 STIR: 8 qTPol'? VDOT STD. nl-7 395 VDOT STD. DI-3CC (L=81 STA. 0+ TP=3 INV OUT: 384.00 1 EXISTING 108" VITRIFIEE SANITARY' SEWER TO I STR: 6 VDOT STD. DI-3CC (L=6') STA. 2+49.74 r-TID=-,Q') r19 STR- 28 VDOT STD. DI -3C (L=8') STA. 0+04.66 400 TP=.-iql 2 INV' j OUT: 1386.5 TO STR:2 VDOT STD. MH -1 STA. 4+61-07 TP=390.33 395 INV IN: 376.52 TO 4 INV IN: 378.52 TO 28 INV IN: 377.02 TO 14 INV OUT: 374.52 TO WE 15" CL III RCP 120.11 LF 385 0 6.64% im 375 CL. So D P S/L FXISTINiIIGRADE 370 H 0 400 SCOTT . COLLINSZ0Lic. No. 035791 0395 ONAL CD L390Li z zLu Ind r, > X 0 <> Oe -0 2: Lu m 0rq 385 CD En Z 0 z 0 Z 0 t- j w to e v3< 1 < En 0 Ei380CDO > - U Eu 2 - < n tn x uiz z Ln LLI uj < z LLJz 12 n 0 0 uj 0 uj 0 z u j3e 0 0 Z z u R W Lu375U) in En LU fv w w IN LLI Ill a: w z ca. z ui Luuj zz ( n (n 0 uj w (n 3701 IW > 0 ci CDcnr) m w u_ 0+50 1+00 1+50 STR: 2 VDOT STD. MH -1 STR .28-2_ STA. 4+61.07 TP=390-33 lKl%l MI. 'Z -7Q rO Tn A 395 11.36 PROPOSED DRAIN #i TO COLL.ECT BLDG. C ROOF FLOW RUNOFF CONNECT PROPOSED PROPOSED RIM=38E.28) DRAIN INV IN: 378.27 TO 8INVVIN* 4 lRQf'U!A 3V FOR 2" III b"XiV' 1;;Lwl VAULT, I 4- tEDUCE Lu 1 PROPOSED i PROPOSED 6" FOR n TP=389.56 1"=50'(H) INV IN: 380.27 TO 22IN WIL VIAA12"X8'TS&V TO EXISTING W/L INV IN: 377.02 TO 14 GRA TO 2- COPPER SEE ACSA L=10') 1 STA. 6+80.66-- --- 6" 9a BEND A." CL. 52 01 FIRE LINE wl OUT: 374.52 TO 9 NJ LD -12A LBLM(BLDG. A EGRE TP=387.98 B-- 3 39 INV OUT: 378.62 TO 6 PROPOSED _0CATIO17OFWILLATERALS INV IN: 378.00 TO 16 390 L P R OPOSED 06" PROP ERVI OSED 041' CL g• STD. DI-3CC PER FEMA FLOG FILDODWAY ROPOSE D 6"x4" TEE FOR -\ CRREK: WAY WIPTH=1132% 6" GV N=1,586 sf, SHOiNi 2.0895 C-.52DIP WIL 3.9' 'DRNG.-W/L) 52 C IP FIRE LIME 390 LATERALS SEPARArION) 1 MIN. VDOT STA. 3+92.12 VDOT STD. DI -3C (L= 1' 0') 4" CL. 52. 4" G.V. N FIRE LI BL E W/ RCP 385 D 06" 1 2pARA 390ROPOS CO x TP=391.45-\ APPROVD CLO I' R_ 4872 LF PROPOS --D LOCATION OF TP=385.94--, MNCI 1C0 yr FLOOD ELI MIK FROPOSE) 385 UNG.-S/ SIL LATERALS SERVING ED_LOCA 383.0, T,LACEM_EJl PEqDING FINIAL 385 H3 BLDG iASSU ES 42.,D(D I ) GRADE b I 3.5' SERVING TION OF 1 11-L Lli PROPOS CLAY- EMAIN 5-4 z i INV OUT: 378.87 TO 8" CIL III RCP BLDG A. ASSUMES 2.08%) MIN. 1 PROPOSEID ia" HDPE- D-05 112.44 LF 380 CL. 52 D W/L ELEV STR. 20 VDOT STD. DI -313B (L=10')-. Zm__m= 15" CL III RC 123.9$ 380 m 380 H5 385385 i 3801 18" CL III RCP 85.94 LF LL IPE kREAS ISTA. 2+68.1400.61% TP=389.88 7-- \_,-+ EXIS 3 INV IN: 381.37 TO DRAIN ... INV OUT- 381.27 TO 18 PCISEIJ 0 5.5-3X GRA E 375rstR: PROPOSED 6"m EE FOR COMP E E FIRTI 24* ----------- 2 VDOT STD. MH -1 STA. 4+61.07 TP=390.33 375 23 5-4 FEMA 1 3 -yr FLOOD 4" CL. 52 Of FIRE LINE & iYDRAN wl 8 "x6" ASSEM Ly INV IN: 376.52 TO 4 INV IN: 378.52 TO 3 TWO VIYPROT CORP "TOPS EDVS COPPER i ...... FDC wl 4" G.V. (134DG. Q 83.28 LF_ml 00.52% 380 INV IN: 377.02 TO 14 370 j PIPE Two s/8', 2FMINI SE eRS FOR METER %BLDG. A). SEPARATION, I i I L__ 380 110.77 LF 370 i-XISTING LAY S 08" VI NITARY E RIFTED SEWER XISTING- GRADE 0 0 0 0 rn illn Tsms SHOW, i 0 to 0 u") J _j mw f AT 2195% AITAND TO N WITH_,THr_,_ D RELOCATION BE 0 0*50% I 1 1 1--l- --- STR: 4---- VDOT STD. DI-3CC (L=6') STA. 3+60-51 1 3.90 IV LY FK REDUCE, C5 ROPOSED S -i, INV VDOTSD. RT=374.9 6 (0 r_ o6 w r__ 06 370 W00 ro Gon TP=391.90 ca n 0) PROPOSED 8"xE TEE FOR, IOUTLET PlOTECTICN 0) co 100 n 00 j i U- 375 I RIPP DESIGNTNOTE COMPLETE FHASSEMBLY wl 6" G.V. 375 fi 365 i 370 365 w J 0 0 c 0 00 0) LO t (0 00 Ln 370 0 c C) 0 CD 0 0 0 . 00 . m 04 0 CC) 6 cc) r- w w 0) m co c! Ln co C5 00 co C5 m 1`1 ci ra 0) CO ci 6 0 0 0 V) r) 00 V) 0) m UJ L_ ui u_ 0+50 1+00 1+50 Z+uu Z+OU 15+UU .3-1-ou I--t-uu WATER LINE IMPROVEMENTS I PROPOSED 6"x4" TEE W/ 4" GV FOR 2 VAULT, REDUCE T02"COPPER (SEE ACSA TD -12). (BLDG. C) PROPOSED 06" goO BEND FOR COMPLETE FH ASSEMBLY wl 6" G.V. NOTE: CONTRACTOR SHY USE RESTRAINED JOINT F ON WATER LINES IN FILL 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 STIR: 8 qTPol'? VDOT STD. nl-7 395 VDOT STD. DI-3CC (L=81 STA. 0+ TP=3 INV OUT: 384.00 1 EXISTING 108" VITRIFIEE SANITARY' SEWER TO I STR: 6 VDOT STD. DI-3CC (L=6') STA. 2+49.74 r-TID=-,Q') r19 STR- 28 VDOT STD. DI -3C (L=8') STA. 0+04.66 400 TP=.-iql 2 INV' j OUT: 1386.5 TO STR:2 VDOT STD. MH -1 STA. 4+61-07 TP=390.33 395 INV IN: 376.52 TO 4 INV IN: 378.52 TO 28 INV IN: 377.02 TO 14 INV OUT: 374.52 TO WE 15" CL III RCP 120.11 LF 385 0 6.64% im 375 CL. So D P S/L FXISTINiIIGRADE 370 H 0 400 SCOTT . COLLINSZ0Lic. No. 035791 0395 ONAL CD L390Li z zLu Ind r, > X 0 <> Oe -0 2: Lu m 0rq 385 CD En Z 0 z 0 Z 0 t- j w to e v3< 1 < En 0 Ei380CDO > - U Eu 2 - < n tn x uiz z Ln LLI uj < z LLJz 12 n 0 0 uj 0 uj 0 z u j3e 0 0 Z z u R W Lu375U) in En LU fv w w IN LLI Ill a: w z ca. z ui Luuj zz ( n (n 0 uj w (n 3701 IW > 0 ci CDcnr) m w u_ 0+50 1+00 1+50 STR: 2 VDOT STD. MH -1 STR .28-2_ STA. 4+61.07 TP=390-33 lKl%l MI. 'Z -7Q rO Tn A 395 11.36 PROPOSED DRAIN #i TO COLL.ECT BLDG. C ROOF FLOW RUNOFF RUINOFF(RIM=390.46) A STA, 1+80.58 PROPOSED RIM=38E.28) DRAIN INV IN: 378.27 TO 8INVVIN* 4 PROPOS:_D INV IN: 378.52 TO 28 Lu SCALE STR' 14 1i VDOT STD. DI-3CC 9.50- 5r (V) n TP=389.56 1"=50'(H) INV IN: 380.27 TO 22IN INV IN: 377.02 TO 14 GRA 0 10 L=10') 1 STA. 6+80.66-- --- INV IN: 378.72 TO 10 390 PROP a TINV INV OUT: 378.17 TO 4IV _T ......... OUT: 374.52 TO 9 NJINVIN: 378.72 TO EX DI A EGRE TP=387.98 339 INV OUT: 378.62 TO 6 PROPOSED _0CATIO17OFWILLATERALS INV IN: 378.00 TO 16 390 L P R OPOSED 06" PROP ERVI OSED 041' CL g• STD. DI-3CC PER FEMA FLOG FILDODWAY DATA FOR MO RES CRREK: WAY WIPTH=1132% SECTION t/s ARE N=1,586 sf, SHOiNi 2.0895 C-.52DIP WIL 3.9' 'DRNG.-W/L) 52 C IP FIRE LIME LATERALS SEPARArION) 1 MIN. VDOT STA. 3+92.12 VDOT STD. DI -3C (L= 1' 0') MEAN VELOCI'-Y=6.4 CL III RCP 385 2pARA CO x TP=391.45-\ APPROVD CLO I' R_ 4872 LF PROPOS --D LOCATION OF TP=385.94--, MNCI 1C0 yr FLOOD ELI V.= It 385 UNG.-S/ SIL LATERALS SERVING ED_LOCA 383.0, T,LACEM_EJl PEqDING FINIAL 385 BLDG iASSU ES 42.,D(D I ) Ii b I 4-ROPO! S/L LATERALS SERVING TION OF 1 11-L Lli CLAY- EMAIN 5-4 z i INV OUT: 378.87 TO 8" CIL III RCP BLDG A. ASSUMES 2.08%) 1 PROPOSEID ia" HDPE- 112.44 LF 380 FLOOD ELEV STR. 20 VDOT STD. DI -313B (L=10')-. Zm__m= 15" CL III RC 123.9$ 380 m 380 381. 9 i 3801 18" CL III RCP 85.94 LF LL IPE kREAS ISTA. 2+68.1400.61% TP=389.88 7-- \_,-+ EXIS 3 INV IN: 381.37 TO DRAIN ... INV OUT- 381.27 TO 18 0 5.5-3X GRA E 375rstR: 24* ----------- 2 VDOT STD. MH -1 STA. 4+61.07 TP=390.33 375 FEMA 1 3 -yr FLOOD CL III RCP-' xlsTiNG GRADE INV IN: 376.52 TO 4 INV IN: 378.52 TO STR: 10 83.28 LF_ml 00.52% 30" CIL III RCP INV IN: 377.02 TO 14 370 j 375VDOTMODIFIEDDI-3BB (L=10') 1 110.77 LF 370 CL III RCP - 0 00 0 0 0 0 rn illn 30" 0 0 to 0 u") J _j mw Ls 3 co STA. 0+97.30 TP=390.25 INV IN: 379.25 TO 12__-____ INV OUT: 379.15 TO 8 370 30" CL III 69.15 00.50% RCP LF ---- 0 0*50% I 1 1 1--l- --- STR: 4---- VDOT STD. DI-3CC (L=6') STA. 3+60-51 0 CoC3 CO r- 100.56 00.99% 3D" 58.31 LF CL LF 0 III RCF- 0.8974 C5 ROPOSED S -i, INV VDOTSD. RT=374.9 6 (0 r_ o6 w r__ 06 370 W00 ro Gon TP=391.90 ca n 0) a) M SEE IOUTLET PlOTECTICN 0) co 100 n 00 j i U- INV IN: 377.62 TO 6 INV OUT: 377.52 TO 2 I RIPP DESIGNTNOTEApkSONI ON CHANNEL THIS SHEET, 365 365 w J 0 0 c 0 00 0) LO t (0 00 Ln 00 0 00 CIS! c j _j L w 00 cy) 3 c 00 CID 0 0 CC) 6 cc) r- cr) CO 0) 1: 0) 01 ci co od (0 rl- r- 0 0 V) r) n V) 0) ui u_ PROPOSED DRAIN #3 TO COLLECT SHEET PROPOSED DRAIN #i TO COLL.ECT BLDG. C ROOF FLOW RUNOFF RUINOFF(RIM=390.46) Afplm=Ar Irl PROPOSED RIM=38E.28) 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STR. 12 TCO OUTFALL 4+50 5+00 5+50 6+00+15 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 YARD DRAIN - STR. 2 5+00 5+50 6+00 6+50 7+00 7+30 w cnz LU En j 320931• PROPOSED RIM=38E.28) DRAIN 2 4 PROPOS:_D O Lu SCALE STR' 14 1i VDOT STD. DI-3CC 5r (V) n 390 1"=50'(H) GRA L=10') 1 STA. 6+80.66-- --- 390 NJ TP=387.98 STR: 18 INV IN: 378.00 TO 16 g• STD. DI-3CC INV OUT: 377.90 TO SHOiNi 2.0895 SL MINIML 0 HAVE LATERALS SEPARArION) 1 MIN. VDOT STA. 3+92.12 VDOT STD. DI -3C (L= 1' 0') 18" CL III RCP 385 2pARA CO x TP=391.45-\ STA. 5+68.22- 4872 LF INV IN: 380.52 TO 20 TP=385.94--, MNCI INV OUT: 380.42 TO 16 Ii INV IN: 378-97 TO 18 INV OUT: 378.87 TO 8" CIL III RCP PROPOSEID ia" HDPE- 112.44 LF 380 IlIPEwjfSlONE BEDDING A 1.0% STR. 20 VDOT STD. DI -313B (L=10')-. Zm__m= 15" CL III RC 123.9$ 00.7 380 CL IIImRCP175710LF 0 0. 8 P., iLL IPE kREAS ISTA. 2+68.1400.61% TP=389.88 LF- INV IN: 381.37 TO DRAIN ... INV OUT- 381.27 TO 18 375rstR: 2 VDOT STD. MH -1 STA. 4+61.07 TP=390.33 375 xlsTiNG GRADE INV IN: 376.52 TO 4 INV IN: 378.52 TO INV IN: 377.02 TO 14 370 j INV OUT: 374.52 TO 370 0 00 0 0 0 0 rn illn 0 0 to 0 u") J _j mw Ls 3 co 6 ('0 F- 0i (D CC) Ln r_ ci 0 CoC3 CO r- C3 co r- C5 w f'- 6 C5 C6 6 6 (0 r_ o6 w r__ 06 W00 ro Gon ca n 0) a) M M M 0) co 100 n 00 00 U- I I 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 YARD DRAIN - STR. 2 5+00 5+50 6+00 6+50 7+00 7+30 w cnz LU En j 320931• 9! U) 0 4 O Lu SCALE 5r (V) n 1"=50'(H) Uw I j 320931• 4 SCALE 5r (V) 1"=50'(H) NJ g• Ii j 320931• SCALE 5r (V) 1"=50'(H) Table 8: Pipe Design Table PIPE DESIGN INLET CAPTURE) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter DRAINAGE DESCRIPTION w STIR NO. DIA. in.) LENGTH* ft.) PIPE INFORMATION SLOPE INVERT IN Inlet Intensity 4.00 Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) O COMMENTSINVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION 12 m a m D a .n o Mannings Coefficient, n is 0.013 c c m DI -7 389.50 VDOT STD. IS -1 & ST -1 REQ'D 11 15 85.94 5.53% 381.00 379.25 RCP3 0.02 1 0-9010.0181 n y 0.013 for RCP Inlet n = 0.01 for HDPE a Curb and Gutter 0.083 1.6600 1.48 DI-3BB Inlet Pipe 390.25 VDOT STD. IS -1 & ST 1 REQ'D 9 24 H dr0101 y 5.53% 379.15 378.72 RCP3 1.6600 CL 1.00 V) Z 8 m Pipe 0.04 1 0.088 0.81 DI-3CC CG -2 8 L t3 7 2 6C NQ0 OCL c 376.62 f6 t7 N aa) i s N 0.90 d 0.00 0.07 1 0.040 20 N1-2 CG -2 6 392.02 VDOT STD. IS -1 & ST 1 REQ'D 30 1 110.77 0.50% av Q RCP3 0.3 6 0.121 1 0.43 0.00 0.48 4 0.020 2.0 4.1500 DI-3CC CG -2 6 391.90 VDOT STD. IS -1 & ST -1 REQ'D 3 30 100.56 c m 0 3 wv RCP3 4.1500 0.94 3 r to X O v o o a`> s o y c 5 x u o 0.99% 374.52 to RCP3 2 m R > J CJ C) a a a 23.88 16.96% 382.77 378.72 RCP3 W 6 U} n J W 0.y ga Tm 10 3BB 10.0 0.20 E 0.72 0.00 0.72 0.033 0.02 2.0 0.0830 4.1500 4.71 0.90 3.5120 0.1463 0.1517 7.36 1.36 1.00 0.72 0.00 3.5120 24 3B 8.0 0.17 0.90 0.153 0.61 Tm 1 0.61 0.033 0.02 12.0 0.0830 41500 1 4.43 1 0.92 3.5120 0.1463 1 0.1546 6.80 1 1.18 1 1.00 1 0.61 1 0.00 1 2.0 0.083 4.1500 2.62 YARD DRAIN 390.46 0.03 DR1-20 12 110.41 1.03% 382.51 m HDPE 1 0.083 E 1 3.06 0.99 0 0) STR 18 DI-3CC 6.0 cc mbined flow 0.2 c 0.04 0.088 1 2,03 5 0 u 389.88 Q 19 E 123.98 o 381.27 n RCP3 a) Y o) Right 18 0.90 0.65L0.00 0.65 0.005 0.024 DI-3CC CG2 6 391.45 o 17 15 176.10 t-- o m 0 Left LL 1 0.90 m 0.2 0,00 0.22 m 0.020 2.0 0.083 DI -3C CG -6 10 385.94 VDOT STD. IS -1 & ST -1 REQ'D 15 18 112.44 0.77% 378.87 378_.00 RCP3 1 2.0 0.083 c 0 E 14 13 N 48.72 377.90 377.02 RCP3 Dl-3CC CG -6 10 387.98 nr- dtouj 0.029 2. Q 0. Q83 U C¢3 1.00 DI -3C CG -6 8 391,27 VDOT STD. IS -1 & ST -1 REQ'D 27 E 120.11 C9 386.50 s c to Ci SIR 26 D! -3C 10.0 L>_ 0.05 1 0118 1.87 to Left Pipe run: Str. 12 - Outfall DI -3C CG -6 10 391.16 VDOT STD. IS -1 & ST -1 REQ'D 25 15 72.17 5.75% 387.50 383.35 RCP3 Right 0.07 1 0.90 1 M63 24 0.00 0.25 0.005 0.026 2.0 0.083 3.1923 DI -313 CG -2 8 390.31 VDOT STD. IS -1 & ST -1 REQ'D 12 10 1.89 2.02% 0.51 381.75 0.964 0.964 5.00 6.67 22 6.42 6.42 384.00 379.25 85.9 0.01 0.0553 15 VDOT STD. IS -1 & ST -1 REQ'D 15.19 15 11.81 2.78% 0.12 380.27 RCP3 10 8 0.20 0.90 0.180 1.144 5.12 6.63 1.19 7.58 379.15 378.72 83.3 0.01 0.0052 24 16.31 5.05 0.27 8 6 0.25 0.71 0.178 2.934 5.40 6.54 1.16 19.19 378.62 378.27 69.2 0.01 0.0050 30 29.00 6.30 0.18 6 4 1 0.04 0.90 0.036 3.501 5.58 6.48 0.23 22.69 378.17 377.62 110.8 0.01 0.0050 30 29.00 1 6.52 0.28 4 2 0.05 1 0.90 0.045 3.546 5.86 6.39 0.29 22.69 377.52 376.52 100.6 0.01 0.0099 30 40.81 8.52 0.: 2 OUT 0.00 0.00 0,000 4.771 11.30 5.12 0.00 24.45 374.52 374.00 58.3 0.41 0.0089 30 38.70 8.30 0.12 Pipe run: Existing DI - Str. 8 EXDI 8 2.15 0.75 1.613 1.613 5.00 6.67 10.75 10.75 382.77 378.72 23.9 0.01 0.1697 15 26.61 20.48 0.02 Pipe run: Drain 43 - Str. 2 DR3 DR2 0.37 0.71 0.263 0.263 5.00 6.67 1.75 1.75 384.09 383.64 42.6 0.01 0.0100 12 3.86 4.78 0.15 DR2 DR1 0.00 0.00 0.000 0.263 5.15 6.62 0.00 1.75 383.64 382.51 109.4 0.01 0.0100 12 3.86 4.78 0.38 DR1 20 0.00 0.00 0.000 0.263 5.53 6.50 0.00 1.75 382.51 381.37 110.4 0.01 0.0100 12 3.86 4.78 0.38 20 18 0.25 0.90 0.225 0.488 5.91 6.38 1.43 3.11 381.27 380.52 124.0 0.01 0.0061 15 5.05 4.30 0.48 18 16 0.05 0.90 0.045 0.533 6.39 6.24 0.28 3.32 380.42 378.97 176.1 0.01 0.0082 15 5.85 4.88 0.60 16 14 0.490.90 0.441 0.974 1.882 7.00 7.33 6.07 5.98 2.68 0.65 5.91 6.47 378.87 377.90 378.00 377.02 112.4 48.7 0.01 0.01 0.0078 0.0180 18 18 9.28 14.09 5.53 7.76 0.34 0.10 14 2 0.12 0.90 0.108 Pipe run: Str. 28 - Sir. 2 28 2 0.16 0.90 0.144 0.144 11.00 5.18 0.75 0.75 386.50 378.52 120.1 0.01 0.0664 15 16.65 6.72 0.30 Pipe run: Str. 26 - Str. 6 26 24 0.13 0.76 0.099 0.099 1 5.00 1 6.67 0.66 0.66 1 387.50 383.35 1 72.2 0.01 1 0.0575 1 15 1 15.49 1 6.25 1 0.19 24 22 0.17 0.90 0.153 0.252 1 5.19 1 6.60 1.01 383.25 381.75 74.3 0.01 0.0202 15 9.18 5.59 0.22 22 6 0.31 0.90 0.279 0.531 5.41 6.53 1.82 1. 381.65 380.27 49.7 0.01 0.0277 15 10.75 7.81 0.11 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter DRAINAGE DESCRIPTION w STIR NO. DIA. in.) LENGTH* ft.) PIPE INFORMATION SLOPE INVERT IN Inlet Intensity 4.00 Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) O COMMENTSINVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION 12 m a m D a .n o Mannings Coefficient, n is 0.013 c c m DI -7 389.50 VDOT STD. IS -1 & ST -1 REQ'D 11 15 85.94 5.53% 381.00 379.25 RCP3 0.02 1 0-9010.0181 Inlet Hydrology 10 a Curb and Gutter 0.083 1.6600 1.48 DI-3BB Inlet 10 390.25 VDOT STD. IS -1 & ST 1 REQ'D 9 24 83.28 5.53% 379.15 378.72 RCP3 1.6600 CL 1.00 V) Z 8 m cc mbined flow 0.2 0.04 1 0.088 0.81 DI-3CC CG -2 8 L t3 7 2 6C N Q0 OCL c 376.62 f6 t7 N aa) i s N 0.90 d 0.00 0.07 1 0.040 20 N1-2 CG -2 6 392.02 VDOT STD. IS -1 & ST 1 REQ'D 30 1 110.77 0.50% av Q RCP3 0.3 6 0.121 1 0.43 0.00 0.48 4 0.020 2.0 4.1500 DI-3CC CG -2 6 391.90 VDOT STD. IS -1 & ST -1 REQ'D 3 30 100.56 c m 0 3 wv RCP3 4.1500 0.94 3 r to X O v o o a`> s o y c 5 x u o 0.99% 374.52 to RCP3 2 m R > J CJ C) a a a 23.88 16.96% 382.77 378.72 RCP3 W 6 U} n J W a ga U 10 3BB 10.0 0.20 0.90 0.180 0.72 0.00 0.72 0.033 0.02 2.0 0.0830 4.1500 4.71 0.90 3.5120 0.1463 0.1517 7.36 1.36 1.00 0.72 0.00 3.5120 24 3B 8.0 0.17 0.90 0.153 0.61 1 0.04 1 0.61 0.033 0.02 12.0 0.0830 41500 1 4.43 1 0.92 3.5120 0.1463 1 0.1546 6.80 1 1.18 1 1.00 1 0.61 1 0.00 1 2.0 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter DRAINAGE DESCRIPTION w STIR NO. DIA. in.) LENGTH* ft.) PIPE INFORMATION SLOPE INVERT IN Inlet Hydrology INLET INFORMATION O COMMENTSINVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION 12 m a m D a .n oDRccm DI -7 389.50 VDOT STD. IS -1 & ST -1 REQ'D 11 15 85.94 5.53% 381.00 379.25 RCP3 0.02 1 0-9010.0181 0.0 0-00 1 0.07 10 a 2.0 0.083 1.6600 1.48 DI-3BB CG2 10 390.25 VDOT STD. IS -1 & ST 1 REQ'D 9 24 83.28 5.53% 379.15 378.72 RCP3 1.6600 1.72 1.00 V) Z 8 STR 4 DI-3Cc 6.0 cc mbined flow 0.2 0.04 1 0.088 0.81 DI-3CC CG -2 8 389,56 VDOT STD. IS -1 & ST- 1 REQ'D 7 30 69.15 52% 376.62 378.27 RCP3 aa) i Right N 0.90 6 0.00 0.07 1 0.040 20 N N1-2 DI-3CC CG -2 6 392.02 VDOT STD. IS -1 & ST 1 REQ'D 5 30 1 110.77 0.50% 378.17 377.62 RCP3 ID 6 0.121 1 0.43 0.00 0.48 4 0.020 2.0 4.1500 DI-3CC CG -2 6 391.90 VDOT STD. IS -1 & ST -1 REQ'D 3 30 100.56 0.50% 377.52 376.52 RCP3 4.1500 4.04 0.94 co 2 O Qc mbined flow 0.7 o N r VL. s MHA 0.90 390.33 VDOT STD. IS -1 & ST -1 REQ'D 1 30 58.31 0.99% 374.52 374.00 RCP3 a > -A Q- (> UCi a Ci EX DI - 8 15 23.88 16.96% 382.77 378.72 RCP3 in yl J J Llf cr DR3 U 0.06 0.126 1-15 Left YARD DRAIN 0.261 1.01 0.00 1 1.04 DR3-DR2 12 42.60 1.06% 384.09 383.64 HDPE 24 3B 8.0 0.107 0.90 0.1503 0.99 0.00 0.99 385.75 0.90 DR2 5.32 0.88 3.5120 0.1463 0.1488 8.50 0.94 YARD DRAIN 390.46 DR2-DR1 12 109.40 1.03% 383.64 382.51 HDPE Left 0.02 0.90 0.018 0,07 DRI 0.008 0.020 1 2.0 0.083 4.1500 2.62 YARD DRAIN 390.46 0.03 DR1-20 12 110.41 1.03% 382.51 381.37 HDPE 1 0.083 4.1500 1 3.06 0.99 20 STR 18 DI-3CC 6.0 cc mbined flow 0.2 0.04 0.088 1 2,03 DI-3BB CG -2 0,07 389.88 VDOT STD. Ia-1 & ST -I REQ'D 19 15 123.98 0.60% 381.27 380.52 RCP3 10 Right 18 0.90 0.162 0.65L0.00 0.65 0.005 0.024 DI-3CC CG2 6 391.45 VDOT STD. IS -1 & ST -1 REQ'D 17 15 176.10 0.82% 380.42 378.97 RCP3 Left 0.06 1 0.90 16 0.2 0,00 0.22 0.010 0.020 2.0 0.083 DI -3C CG -6 10 385.94 VDOT STD. IS -1 & ST -1 REQ'D 15 18 112.44 0.77% 378.87 378_.00 RCP3 1 2.0 0.083 4.1500 6.77 0.78 14 13 18 48.72 1.81% 377.90 377.02 RCP3 Dl-3CC CG -6 10 387.98 VDOT STD. IS -1 & ST -1 REQ'D 28 0.029 2. Q 0. Q83 2.8621 1.85 1.00 DI -3C CG -6 8 391,27 VDOT STD. IS -1 & ST -1 REQ'D 27 15 120.11 6.64% 386.50 378.52 RCP3 0.95 Uj c SIR 26 D! -3C 10.0 26 0.05 1 0118 1.87 to Left 0.09 DI -3C CG -6 10 391.16 VDOT STD. IS -1 & ST -1 REQ'D 25 15 72.17 5.75% 387.50 383.35 RCP3 Right 0.07 1 0.90 1 M63 24 0.00 0.25 0.005 0.026 2.0 0.083 3.1923 DI -313 CG -2 8 390.31 VDOT STD. IS -1 & ST -1 REQ'D 23 15 74.26 2.02% 383.25 381.75 RCP3 22 DI -3C CG -2 8 389.56 VDOT STD. IS -1 & ST -1 REQ'D 21 15 49.66 2.78% 3811.65 380.27 RCP3 I INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet w O N O O E i Inlet Hydrology Curb and Gutter Oc Inlet O 2 'Z O t6 Q 46 m a m D a .n oDRccmmatar - c o m cu Q m CD y V u) U) Zi (n N H W Ci 'ts F-• Left 0.02 1 0-9010.0181 0.0 0-00 1 0.07 0.008 a 2.0 0.083 1.6600 1.48 1.00 Right 1 0.03 1 0.90 0.027 1 0-1 0.00 0.11 0.008 0.050 1 2.0 0.083 1.6600 1.72 1.00 V) Z STR 4 DI-3Cc 6.0 cc mbined flow 0.2 0.04 1 0.088 0.81 Left 0.02 0.90 0.018 0.0 0.00 0.07 0.008 mN 2.0 0.083 2.0750 1.70 1.00 aa) i Right N 0.90 0.018 0.0 0.00 0.07 0.008 0.040 20 N N1-2 1.70 1.00 o O cc mbined flow 0.1 6 0.03 1 0.076 0.87 rLeft ID 6 0.121 1 0.43 0.00 0.48 0.015 0.020 2.0 4.1500 Right 0.08 N m ns C U b ° 6 U) 4 O.fl20 2.0 4.1500 4.04 0.94 co O Qc mbined flow 0.7 o N r VL. s Left 0.10 0.90 f 0.090 0.33 OM 0.36 Q.050 3 2.0 0.063 J 1.90 1.00 cL a > -A Q- (> UCi a Ci U7 U) S CO 17 F-- W in yl J J Llf cr i U 0.06 0.126 1-15 Left 0.29 0.90 0.261 1.01 0.00 1 1.04 0.040 0.05Q 2.Q 0.083 1.6600 2.95 0.95 24 3B 8.0 0.107 0.90 0.1503 0.99 0.00 0.99 0.033 0.02 2.0 0.083 0.90 4.1500 5.32 0.88 3.5120 0.1463 0.1488 8.50 0.94 1.00 0.99 0.0 X INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6,5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet w O N O O E i OcaJO O O 2 'Z O t6 Q 46 m a m D a .n oDRccmmatar - c o m cu Q m CD y a. > ..-i J 0 C1 a u) U) Zi (n N H W Ci 'ts F-• Left 0.02 1 0-9010.0181 0.0 0-00 1 0.07 0.008 0.054 1 2.0 0.083 1.6600 1.48 1.00 Right 1 0.03 1 0.90 0.027 1 0-1 0.00 0.11 0.008 0.050 1 2.0 0.083 1.6600 1.72 1.00 V) Z STR 4 DI-3Cc 6.0 cc mbined flow 0.2 0.04 1 0.088 0.81 Left 0.02 0.90 0.018 0.0 0.00 0.07 0.008 0.040 2.0 0.083 2.0750 1.70 1.00 w Right 0.02 0.90 0.018 0.0 0.00 0.07 0.008 0.040 20 0.083 2.0750 1.70 1.00 o STR 6 DI-3CC G.0 cc mbined flow 0.1 0.03 1 0.076 0.87 rLeft0.17 1 0.71 0.121 1 0.43 0.00 0.48 0.015 0.020 2.0 0.083 4.1500 4.70 0.90 Right 0.08 1 0.71 10.057 0.2 3 0.00 0.23 0.008 O.fl20 2.0 0.083 4.1500 4.04 0.94 co STR 8 DI-3CC 8.0 Qc mbined flow 0.7 0.09 0.194 4.46 C3 Left 0.10 0.90 f 0.090 0.33 OM 0.36 Q.050 0.050 2.0 0.063 1.6600 1.90 1.00 Right 0.02 0.90 0.018 1 0.0 0.00 0.07 0.050 0.050 2.0 0.083 1.6600 1.04 1A0 STR 14 DI-3CC 10.0 cc mbined flowl 0.4 0.06 0.126 1-15 Left 0.29 0.90 0.261 1.01 0.00 1 1.04 0.040 0.05Q 2.Q 0.083 1.6600 2.95 0.95 Right 0.20 0.90 0.180 D.7 0.00 0.72 0.040 0.050 1 2.0 0.083 1.6600 2.56 0.98 X uJ STR16 DI -3C10.0 GC mbined flow 18 IIrl' ct 0.15 1 0.321 2.94 U 0 Left 0.02 0.90 0.018 0,07 0.00 0.07 0.008 0.020 1 2.0 0.083 4.1500 2.62 0.99 W M Right 0.03 0.90 1 0.027 0.11 1 0.00 0.11 0.008 0.020 1 2.0 1 0.083 4.1500 1 3.06 0.99 v 7 STR 18 DI-3CC 6.0 cc mbined flow 0.2 0.04 0.088 1 2,03 X i t o o Left 0,07 0.90 0.063 0.25 0.00 0.25 0.015 0.024 2.0 0.083 3.45833.29 0.97 Right 0.18 0.90 0.162 0.65L0.00 0.65 0.005 0.024 2.0 O.Q83 3.4583 5.7E 0.82 STR 20 DI-3BB 10.0 cc mbined flow 0.9 0.15 NIA 0.30 Left 0.06 1 0.90 0.054 0.2 0,00 0.22 0.010 0.020 2.0 0.083 4.1500 3.75 0.96 Right 0.25 1 0.90 0.225 1 0.9 0.00 0.90 0.608 0.020 1 2.0 0.083 4.1500 6.77 0.78 STR 22 DI -3C 8.0 cc mbined flow 1.1 0.12 0.263 6.02 En Left 0.02 0.76 0.0 f 5 0.YT0 0.00 0.06 0.010 0.029 2. Q 0. Q83 2.8621 1.85 1.00 Right 0.11 0..76 0-084 0.33 1 0.00 0.33 0.010 0.029 1 2.0 1 0.083 2.8621 3.51 0.95 Uj c SIR 26 D! -3C 10.0 cc mbined flow 0.4 0.05 1 0118 1.87 to Left 0.09 0.90 0.081 0.3 0.00 0.32 0.010 0.026 2.0 0.083 3.1923 3.71 0.94 Right 0.07 1 0.90 1 M63 1 0.23 0.00 0.25 0.005 0.026 2.0 0.083 3.1923 3.84 0.94 STR 28 DI -3C 8.0 c mbined flow 0.6 0.08 1 0.169 1 2.98 eVAW- TH SCOTT R. COLLINS'Z t-)Lic. No. 035791 - z of w ra CD 6 z F- w V) Z rdi O w j U o UJI r Lu Q co C3C] zLU U tC 3 t z^ X uJ n 0 IIrl' ct U 0 st wCSCf) 5 W M UU G v 7 t,7 c m X i t o ot•, CL LLJ NLU 04 EnEn Ena ii) w a v LL, U3U3 z rL Wz U0En M UJI ELI t -u dL° m tis. Uj c V) to O Z U a. o U su c c Uj 1-4 1.1 -4 C 1 .- r ,-a rim l o INI ETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) f] M Z' intensity is 4 in/hr for spread, 3nd 6.5 in/hr for capacity and depth) Intensity 6.50 ° Ma nin s Coefficient, n is 0.013 0 Inlet Hydrology Curb and Gutter Inlet N p o O147Uc c N a Q O ri m + N C Or- N w m v N Q m O (D j •OI N'_p 00- O . 0 ° ,,,rrr Z' ,, C IU U ? O ° 0 O V - t tB L9 CU 6 T N N 2 V .a) @ N N -LF uj J Q c c III 0.j N y C -0 a) m Y (n W i52 Gp m CL1U «. M3 m ` fl o t V a <a x i 3 0 IL > ¢ ti v Q- a a vi n u) m r W d o Uj Leii 0.02 1 0.90 0.018 0.12 0.00 0.12 0.008 1 0.050 1 10 0.083 1.6600 U,8 1.00 Right 1 0.03 0.90 0.027 0.1 E 0.00 1 0.18 0.008 1 0.050 2.0 0.083 1.6600 2. 7 1.00 STR 4 DI-3CC 6.0 combined flow` 0.3 0.06 0.122 1.12 _ a Left 0.02 0.90 0.018 0.1 0.00 0.12 0.008 0.040 20 0.083 2.0750 2. 1.00 ° Right 0.02 0.90 O.Q18 0.1 O.Ofl 0.12 0.008 0.040 2.0 0.083 2.0750 2JI4 1.00 STR 6 DI-3CC 6.0 combined flow 0.2 0.05 1 0 105 1 1.21 Left 1 0.17 1 0.71 0.121 1 0.7E I 0.00 0.78 0.015 O.Q20 20 1 0.083 1 4.1500 1 5- 085 Right I 0.08 1 0.71 0.057 1 0.37 1 0.00 0 37 O.OD8 0.020 2.0 0.083 1 4.1500 1 4.84 1 0,89 r Q STR 8 DI-3CC 8,0 combined howl 1.2 0.12 0.269 6.16 V 0Left0.10 0.90 0.090 .5 0.00 0.59 0.050 1 0.050 1 2.0 0.083 1 1.66002. 7 1.00 ° Right 0.02 0.90 0.018 0.1 0.00 0.12 0.050 0.050 2.0 0.083 1.6600 1. 4 1.00 o STR 14 DI-3CC 10.0 cot nbined flow 0.7 0.08 0.174 1.59 . U. ° Left 0.29 0.90 0.261 1.7 0.00 1.70 0.040 0.050 2.0 0.083 1.6600 3. 0.90 uv Right 0.20 0.90 10.180 1 1.1 0.00 1.17 0,040 1 0.050 2.0 0.083 1.6600 STR 16 DI -3C 10.0 combined flaw 2.9 0.20 0.443 4.07 W zLeft0.02 0.90 0,018 0.1 0.00 0.12 0.008 0.020 2.0 0.083 4.1500 3. 5 0.98 0 c Right 0.03 0.90 0.027 0.1 0.00 0.18 O.ODB 0.020 2.0 0.083 4.1500 3. 7 0.97 STR 18 DI-3CC 6.0 combined flow 0.3 006 0.122 - 2.80 ° Leff 0.07 0.90 0.063 0.41 O.OD 0.41 0.015 0.024 2.0 0.083 3.4583 3. 5 0.94 Right 1 0.18 1 0.90 0.162 1 1.0 O.OD 1.05 0.005 0.024 2.0 0.083 1 3.4583 1 6. 1 0.73 a STR 20 DI-3BB 0.0 combined flow 1.5 0.15 N/A 0.30 Lett 0.06 0.90 1 0.054 1 0.3 0.07 0.42 0.010 0.020 1 2.0 0.083 1 4.1500 4-570 0.92 D Q Right 0.25 0.90 0.225 1.4 0.00 1.46 0.008 0.020 2.0 0,083 4.1500 8.-2 0.69 U STR 22 DI -3C 8,0 combined flow 1.9 0.17 0.373 1 8.54 LLeft0.02 0,76 0.015 0.1 0.00 0.10 p.010 0.029 2.0 0.083 2.8621 2. 2 1.00 LU Right 0.11 Q.76 Q.Q84 0.5 OM 0.54 0.010 0.029 2.0 0.083 2.8621 4. 1 0.93L9 p STR 26 DI -3C 10,0 combined flow 0.6 0.07 0.164 2.59 Left 0.09 0.90 0.081 0.5 0.00 0.53 0.010 0.026 2.0 0.083 3.1923 4. 5 0.89 ] _ Right 0.07 0.90 0.063 0.41 0.00 0.41 O.Q05 0.026 2.0 0.083 3.1923 4. 1 0.87 W 3.w STR 28 DI -3C 8.0 co bined flow 0.9 0.11 0.234 4.12 CL Uj Design Year: to Project: 5th St. Job #: 132093 Prepared by: FGM, PE + o IV.ha Ol:l ),F.I WA F.ltll (7 S n ION( 11UMUSS SINAI, INLET WAIER ILIVI U STAT'DN zw Q Q-A, •' -H ANG, 11,, H 13H 5 HSt7:FACEELEV' ' H ' '" -H Si.LRFACEEtEVELEV,,/ri ° ice - il E 381,27 49.66 15 3.47 0.003 0.14 7.8 0.2 oLn 221.7 5.6 93 0.5 0.17 151 0.3395 0.75 0.97 0.48 0.63 381.90 389.56 ,r U57 382,75 , . 74.26 15 1 1.66 0.001 0.05 5.6 0.1 24 0.7 6.3 4,1 0.6 0.21 128 0.4248 0.76 0.99 0.49 0.54 383.29 390.31 Uj ww 384.35 72.17 15 0.66 0.000 0.01 63 0.2 c 26 0.00 140 0 0.15 0.20 0.10 0.11 384.46 391.16 Liz 379.52 120.11 15 0.75 0.000 0.02 6.7 0.2 28 0,00 92 0 0.18 0,23 0,1 1 0,13 379.65 391.27 378.22 48.72 18 6.47 0.004 0.18 7.8 0.2 o rg 5.9 5.5 33 0.5 0.17 170 0.3324 0.73 0.95 0.48 0.66 378.88 387.98 379.20 112.44 18 5.91 0,003 0.36 5,5 0.1 W 10 3,3 4.9 16 0,4 0,133 170 0,2591 0.51 0.66 033 0.69 379,89 385.94 +%Uj 379.97 176.10 15 3.32 0.003 0.47 4.9 0.1 a 18 3.1 4.3 13 0.3 0.10 108 0.2012 0,39 0.51 U 26 0.72 380.69 391,45 a 381.52 123.98 15 3.11 0,002 0.29 4.3 0.1 20 1.8 4.8 8.4 0.4 0.12 176 0.2487 0.44 0.58 0.29 0.58 382.10 389.88 m 382,17 110.41 12 1.75 0.002 0.23 4.8 0.1 XUjDRI1.8 4.8 8,4 0.4 0.12 91 0.2487 0.46 0.60 N/A 0.83 383.00 390.46 383.31 .109.40 12 1.75 0,002 0.23 4.8 0.1 0s DR2 1.8 4.8 8.4 0.4 0.12 100 0.2487 0.46 0.60 N/A 0.83 384.14 390.46 384.44 42.6012 1.75 0.002 0.09 4.8 0.1 01;3 0.00 96 0 0,09 0.12 N/A 0.20 384.64 385.75 N 385.18 23.88 15 10.75 0.028 0.66 20.5 1.6 AV% U LL' r Q) Ou EX DI 0.00 130 0 1.63 2.12 1.06 1.72 386.90 391.09 0 w 376.00 5831 30 24.45 0.004 t121 8.3 0.3 U00 2 22.7 8,5 193 LI 0.39 0 0 0,66 N/A N/A 0.87 376.87 390.33 - 0 378.52 100.56 30 22.69 0.003 0.31 8.5 0.3 1D$ NO. 4 1 1 22.7 6.5 148 0.7 0.23 180 0.4624 0.98 1.27 0.63 0.94 379.46 391.90 132093j 379.62 110,77 30 22.69 0.003 0.34 6.5 0.2 1 0 6 19.2 6.3 121 0.6 0.22 147 0,4314 0.81 1,06 0.53 0,87 380.49 392.02 SCALE 0 380.49 69.15 30 19.19 0.002 O.15 6.3 0.2 a Y 8 10.7 20,5 220 6.5 2.28 177 4.5592 6.99 9.09 4.551 4.70 1 385.18 389.56 AS SHOWN 355.18 83.28 24 7.58 0,001 0.09 5.1 0,1 L ° l0 6.4 11.8 76 2.2 0.76 107 1.517 2.37 3.09 1.54 1,64 386.82 390.25 SHEET NO. a 386.82 85.94 15 1 6.42 0.010 0.85 11.8 0.5a 12 0. 001 178 0 0.54 0.70 0,35 1.20 388.02 389.50 j QR -2.2A B 8 t!,•_. y•, X5'ASNEN- SIB I LINE FLARE LS RATE TD m I"y1$° DLT Ya" HOLE HOLE--- Gr NUT TREAT£U 6.5' 21.1 a" HOLE PINE BLDCX OR Y4 •_ - kECYCLEt MATERIAL, T, REA.TEt PINE BLOCK 13R cALA,?.'_+TEEL ZO 30 I RECYCLED MATERIAL SQQM EE r NONON NAL SEE "fE 5. w 6" WIDE BLOCKOUT FOR ti-„w,'.E WHEN REPAIRING QXV.•¢GE4i Gt1A';q}RtIL 2,15 21 A CONTAINING STEEL BLOGKOUTS, 4 Q 16.10 Cs NREATED INE BLOCK 6LOCKOUT FOR MAINTENANCE TREATED Q SVIITHERN PI>uF-"-_' ^' 1 - I REPAIR ONLY SM -9.5 2 I Sidi' LESS THAN P -D" 6x8 WOOD POST r" HOLE l_ tom' 21A A i4 a" €s`0 -a° TREATEc I8" ` SINE DLOCs4. STRONGT ARKIING SPACES --'- C) 8'-G" POST GUARORAIL THE CRT POST IS FOR USE WITH THE WHERE liIQEL}IrIS`i-1' ftEOUIREi7+ S TANOA3D GR 90 TYPE III OR VEGIFIED BY THE EH'INEER IN THE - - 2 1.67 PLANS. 0 g`. 21A 8 DETAIL A SIA POST MAY 13E HOT POLLED OR WELDED. i HOLE-".,- GUARDRAIL INTLLR71iJ1 HOLES_ I, SITES REQUIRING LONGER GUARDRAIL POSTS s Lu QX C3 Z tJ2 I 2 11 3< KL Pif37E5: Uj + it f FBOLTTREATEDPINE t, ALL T ERS, AIYp <7THER RE uJ NUT 0NUTBLOCXORn L I M . ToSTEELITEMSAI€E TO GE L AL.°yAHI' EO. RECYCLET.? w PPATERIAL N 2.. NS D BLOCKOUT' MAYDET Z LL! i W6x8.5 OR z NRTEF3CN.bt E0 PN THE RESTRICTION THAT THEONESWERTYPET OFITH Sj1 x,4, POST AND BLOCKOUT MUST BE USED IN ANY II 11SINGLE it OPTIONAL HOLE -3. RUIN OF GUARDRAIL. FOR DETAILS GF GUARDRAIL ELEMENT SPLICE ii TO FACILITATE POINT, HARUWME.ETC, SEE SHEET NOS, 501_0I owOLHOLE5 ILA CALVANIZiNGTA AND 501.02. a. DRIVE NAIL ON BDTH SIDES WITHIN 2" OF THE V II TOP OF aCN7TgM OF FL{jCtGWT AFTER 18 BOLT IS INSTALLE17. rLU z HOLES IN POS7S E O'" d oE€laTBY."fi, 0 z - O N STEEL POST GRT POST tPs_ SSPEGIF1 A -HON A COPY OF THE ORIGINAL SEALED AND SIGNED ORA WING IS ON FILE IN THE CENTRAL OFFICE- y'' 00-T-' REFERENCETANDARD BLOCKED -OUT W -BEAM GUARDRAIL H.OB,L'r AND yRIDGE STANIC3A61.35 REVISION DATE SHEET z OF 2221STRONGPOSTSYSTEM, POST AND BLOCKOUT DETAILS} IN 505 VIRGINIA DEPARTMENT OF TRANSPORTATION OPP/14 507.05 2O'I6 ROAD & BRIDGE STANDARDS MOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED SEPARATELY WITH STRUCTURAL ENGINEERING PLANS PERFORMED BY A LICENSED ROFESSIONAL STRUCTURAL ENGINEER ti9Ti;1,16 l Sld r L!1` 1'".1Tfll'fJit7lilJ vluLA l-ls isfr ,r-virasussk'+arr s ss.s•. ss.+rssiL NOT TO SCALE GR -2,2A X 27 4H NUN - 2 411 MAX FAIL HEIGHT P3. -D.. _go r t to k ?r' 7rA. GR- 2 POST SPAOING2 MAX DY1IAVIIG DEFLECTION - ,3° NOTES CUAPORAIL LOCATIONS SHOWN ON PLMS ME AI'•PIOOXNATE ONLY ANO CALN BE AD,)2)3TED DURING CONSTRUCTION IF ANG AS DIRECTED BY THE ENGINEER. FOR DETAILS OF P05T AND OLOCKOUTS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE jOINT, AI,'0 ASSOCIATED HARDWARE SEE SHEET NOS, 501.01 AND 501.02 - RAL ELEMENTS ARE FURNISHED 5HOR CURvEO FOR RADII HET'WEEN 5 FEET ANSI '150 FEET. ALL GUARDRAIL POSTS SHALL 8E SET FLUMb. POST 'SHILL NOT BE SET 'WITH A. vARIATION OF MORE THAN%$" PER FG'OT FROM VERTICAL, W -BEAM, SLOCRGUTS, AMD POSTS SHALL BE SET AND +ALIG44EQ WITHOUT A-TERA71ON OR FORCE, .k.S PEP. SECTION 505 OFF THE SPECIFICATIONS. ALL GR -2 ANO GR -2A RAIL SHALL BE WAINTAINED AT A HEIGHT OF 27w, iti N - 28'YA" MAX AG MEASb<` ED PER STANUARD GR -NIS. ALL 'W -BEAM RAILS SHALL BE Lid=PEU IN' THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROALF'1l.AnY. THE CPTIONAL CR -2A MEIN DS OF NEsTINC THE RAIL OR 0517 OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR -2A SHALL 3E APPROdED aY THE ENGINEER FRIOR TO INS7ALLATI4H. GR -2 A POST MAX DYNAMIC DEFLECTION - 2' s 0 TONAL OR -2d METHOD x. OPTIONAL GR -2,: METHOD V51W; NESTED RAIL JSN(; ADLLITIONAL RAIL " u,Ar 1, OF POST x WHEN NESTED HAIL Orr ADVITICNAL RAIL 15 PLACED ON 13ACK OF POST FOR GR -2A THE POST SPACING WILL BE V-31. FLARE RATE, OE51GN PEEDI 1'JSIQE SHY LINE BEYOND HY LIME MPH LINE FLARE LS RATE FLARE RATE TD 7 30-1 15 ! + cD v' O"1 14-1 + 50 6.5' 21.1 MI i+ a.. 51 15.98 30 4' 13=9 2.25 h SO GG ESI LD IdAXIMUM FLARE RATE Fc1R SEMI-RIGO OARWER SYSTEmS. o 00-r A COPY OF THE ORIGINAL 'SEALER AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECIFICATION RIA .WD a3RIME ST, ARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE SHEET i OF 2 1SEVI51O7'd DATE (STRONG POST SYSTEM) 221 qB,+i4 VIHCINIA OEPARTMENT LIF TRANSPL'€2TATI0N 505 003.04 2016 ROAD & BRIDGE: STANDARDS NOTE: CONCRETE ( VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.- 4" 21-A STONE BASE CONCRETE .SIDEWALK NO SCALE 6' MIN. ADJ. TO PARKING TYPICAL SECTION CURB and SIDEWALK SCALE: NONE NOTES: 1} CONTRACTION JOINTS TO BE AT 6' O.C. 2} EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT 30'0.C. MAXIMUM. 318" PRE ECT WHEN WHEN ADJACENT TO TO FACE OF BLDG. CLASS A3 CONCRETE {3000 PSI AT 28 DAYS, OR STRONGER} NO.8 OR NO. 57AGGREGATE COMPACTED SUBGRADE GRADED AND THOROUGHLY COMPACTED SUBGRADE 27'-0' 45• CHAMfER DETAIL -LAYOUT 4 zz 6k NOTE.- BROOM nN1SH 6x6' W2.1xW2.1 WELDED 2. WIRE REINFORCEMENT 7' CLASS A3 CONc 7' 21A STONE r --- COMPACTED SUBBASE DETAIL CONCRETE DUMPS7ER PAD N07E : CONTRACTOR TO VERIFY 1ff7H ON-5I7E GEOTECHNICAL ENGINEER FOR RNAL CONCRETE DETAILS CIL GATE PIN I 1x6x6 TREATED BOARDS BOL TED TO IRON FRAME s J. PARKING SPACE PAVEMENT F - ` i111111HI111/111111111111111111111Qlllfllllllllf111111111111 a fir'%;/: i NO SCALE I' Sm -s.5 - SURFACE COURSE 3' BM -25 BASE COURSE 6` 21-ABASE COURSE NO SCALE 2' SM -8.5 - SURFACE COURSE ASE OURSE COMPACTED I I SUBGRADE ASPHALT PAYING - PARKING SPACES NO SCALE TRIP GENERA TION BASED ON 17E TRIP GENERA TION MANUAL a ae4 a u r. o y a ra.. otw, - a r aa. v rw ..: i:G4ui.::•iviii;:•7St;::' ... r3w.5 .:-... .•:. 6'' SCOTTCOLLINS z Lic. No. 035781 F3=` 1 Cqq 1 SI OI AL PROPOSED 18, 900sf, BUILDINGS A & B (17E LUC 814, SPECIALTY RETAIL CENTER): ADT (WEEKDAY)= 44.32 VEHICLESIDA Y PER 1, O'00sf x 18, 900sf = 838 ADT (419 ENTER & 419 EXIT) AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, 000sf x 18, 900sf = 129 VPH (62 ENTER, 67 EXIT) PM PEAK HOUR (WEEKDAY)= 5.02 PEAK PM HOUR PER 1,000sf x 18,900sf = 95 VPH (53 ENTER, 42 EXIT) PROPOSED 8, 520sf, BUILDING C (ITE LUC 565, DAY CARE CENTER): ADT (WEEKDAY)= 79.26 VEHICLESADA Y PER 1, 000sf x 8, 520sf = 676 ADT (338 ENTER & 338 EXIT) AM PEAK HOUR (WEEKDAY)= 12.79 PEAK AM HOUR PER 1, 000sf x 8, 520sf = 109 VPH (58 ENTER, 51 EXIT) PM PEAK HOUR (WEEKDAY)= 1318 PEAK AM HOUR PER 1, 000sf x 8, 520sf = 112 VPH (53 ENTER, 59 EXIT) avement Resign RF= 1.0 ocation ADT 04., A i °. y' . °. ...° d! a " q A Design ADT CBIS SSV Dr Surface h a Base b a Sub -base h a 4' RIVE AISLE - Heavy Duty 1,514 5 V a.. 5 15.98 d. 2.25 BM -25 9 4 4 n 44 a. n. 2,15 21 A 5 4 Q 16.10 Cs 750 4 8400 5 5 13.65 SM -9.5 2 2.25 BM -25 3 2.15 21A A 45• CHAMfER DETAIL -LAYOUT 4 zz 6k NOTE.- BROOM nN1SH 6x6' W2.1xW2.1 WELDED 2. WIRE REINFORCEMENT 7' CLASS A3 CONc 7' 21A STONE r --- COMPACTED SUBBASE DETAIL CONCRETE DUMPS7ER PAD N07E : CONTRACTOR TO VERIFY 1ff7H ON-5I7E GEOTECHNICAL ENGINEER FOR RNAL CONCRETE DETAILS CIL GATE PIN I 1x6x6 TREATED BOARDS BOL TED TO IRON FRAME s J. PARKING SPACE PAVEMENT F - ` i111111HI111/111111111111111111111Qlllfllllllllf111111111111 a fir'%;/: i NO SCALE I' Sm -s.5 - SURFACE COURSE 3' BM -25 BASE COURSE 6` 21-ABASE COURSE NO SCALE 2' SM -8.5 - SURFACE COURSE ASE OURSE COMPACTED I I SUBGRADE ASPHALT PAYING - PARKING SPACES NO SCALE TRIP GENERA TION BASED ON 17E TRIP GENERA TION MANUAL a ae4 a u r. o y a ra.. otw, - a r aa. v rw ..: i:G4ui.::•iviii;:•7St;::' ... r3w.5 .:-... .•:. 6'' SCOTTCOLLINS z Lic. No. 035781 F3=` 1 Cqq 1 SI OI AL PROPOSED 18, 900sf, BUILDINGS A & B (17E LUC 814, SPECIALTY RETAIL CENTER): ADT (WEEKDAY)= 44.32 VEHICLESIDA Y PER 1, O'00sf x 18, 900sf = 838 ADT (419 ENTER & 419 EXIT) AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, 000sf x 18, 900sf = 129 VPH (62 ENTER, 67 EXIT) PM PEAK HOUR (WEEKDAY)= 5.02 PEAK PM HOUR PER 1,000sf x 18,900sf = 95 VPH (53 ENTER, 42 EXIT) PROPOSED 8, 520sf, BUILDING C (ITE LUC 565, DAY CARE CENTER): ADT (WEEKDAY)= 79.26 VEHICLESADA Y PER 1, 000sf x 8, 520sf = 676 ADT (338 ENTER & 338 EXIT) AM PEAK HOUR (WEEKDAY)= 12.79 PEAK AM HOUR PER 1, 000sf x 8, 520sf = 109 VPH (58 ENTER, 51 EXIT) PM PEAK HOUR (WEEKDAY)= 1318 PEAK AM HOUR PER 1, 000sf x 8, 520sf = 112 VPH (53 ENTER, 59 EXIT) avement Resign RF= 1.0 ocation ADT HCV Design ADT CBIS SSV Dr Surface h a Base b a Sub -base h a Dp RIVE AISLE - Heavy Duty 1,514 5 15164 5 5 15.98 SM -9.5 2 2.25 BM -25 4 2,15 21 A 5 0.6 16.10 RIVE AISLE - Light Duty 750 5 8400 5 5 13.65 SM -9.5 2 2.25 BM -25 3 2.15 21A 6 0.6 14.55 ARKIING SPACES --'- C) 5 5 SM -9.5 2 1.67 BM -25 0 1.6 21A 8 0.6 8.14 INTERIOR STEEL BOLLARD. TYPICAL. TYP.) 1-0' FfC-CA(fTYP.) W TYPs0BRICKEN OSURE (T }7? ) BRICK ENCLOSURE TO MATCH PROPOSED BU}}ILDING (B' WIDTH X EXTERIOR S7ETEL BOLLARD (TW.) DUMPS7ER GATE FACE OF CURB (TYP.) DENO7ES 8 C. Y: DUMPS7ER I 1 6-O"(L) x 5'-6'(W) x 6'-$'(H) 4 TOTAL) C%L GATE PIN 1x6x6 TREA7ED BOARDS BOLTED TO IRON FRAME FRAME (J•YF? j DETAIL N DUMPS7ER GA 7E DETAIL DUMPSTER AREA NOT TO SCALE EXTERIOR STEEL BOLLARD TYPICAL) 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, Il, OR Nl PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 774A T THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF 771EINSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE, 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP77-I, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIAPIE COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COA T RC -250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA 77ON SPECIFICATIONS, 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURES THAT DO NOT ENHANCE" A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WI THIN THE RIGHT OF WAY, ONLY 77-IOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTATION MAY BE LOCATED WITHIN T74E STREETS RIGHT OF WAY. GRADING. 1. THE LATEST EDITION OF 774E ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSMUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 77 -IE EN 77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF 774E ENGINEER. J. ALL GROW774 OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER 77?EES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS TRUC77ON OF THE SUBGRADE. DRAINAGE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLAINS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON OF 774E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS: 1. PRIOR TO ANY CONS7RUC770N WITHIN ANY EXIS771VG PUBLIC RIGHT-'-OF=-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON (VDOT). 77 -IIS 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 PAVING, DRAINAGE RELATED MATERIALS AND C0NS77?UC770N METHODS SHALL CONFORM TO CURRENT SPECIFICA 77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA 77ON 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 FER77LIZED, SEEDED AND MULCHED. T14E MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH T74E VIRGINIA MANUAL FOR UNIFORM 77?AFFIC CON7ROL DEVICES. Z UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y NTH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). z_ i^ ww z w F.. i...w zw f 69 z J j 0 O 5 t tY _ 0 CL ct F C) 1 X D W 2: C9 z T 8 0 t i It 0 s Lu QX C3 Z tJ2 I W6 3< KL Z Uj + Q uJ n 0 0 Lu a Z LL! i ELI r•`•. U_ a wa- n m 50 0 U Q U Ell L? Cr rLU z 0 E O'" d L'LLU 0 z - O N tPs_ 0 PZ0 Ct LU r -I l,.i UjU? U CL zO Uj n! P o UP Ui i 0 u>.I LLQ CrC Z7 LU v v ri a 0U O E 0 I) s i...w f z: 1 X af. i s F sl i i s 0 d i:_ :s4 •.wi. was SUBWW11 W1GTf& L Ito mm LAY 8S PRECAST CR GMT " RAC 2 i i4i?b EY YX R I)3 P W #4 PLAM 3-= 14 A0 0NR6hCC r Iti'r 4 DWW TIE wq[ roR a aearrmL rn AN aL-z s[ t rs. TTS v4Glt 1itMl•• VWaOA 0W>RrT» Or ,•,dam OWTATICL Rilprap Rack Shore Protection Typical Design Configuration Filter Baekin tVA.5114 or Flatter T -r 5€M Saps Stone. Voids should be filled with serialler w -k. TVAH Bed Stoma Uellow Scour depth at to Bedrock NOTF- L rf" 9w WIX EK PPM45T 4R GK.T #4 PLAGe Design depth=10- yr. Flom Elev. 2, m4mm RS K wall AT F CAST 1H PLXL, 400 PW F PRECAST. 31 l+FT14tN an • GME* HAY#4 A It"m tftl m PAD m AS ft"% CSr NTgR Whi! i oirrm R. tt= TK4Xd - s. X -t* MELS DWEIN& FOR TWE LRW OF W'6 A SAW CN ROMIAV GLA`W IF"''Fim OF DESMTSEVDDT 010066 xFlEAG#. A rw d ••al •'d A ' dl ' CM81NAT N C!" DORS & GUTTER YT9b" M W.*TW O CP TP.MWWATWpi GENERAL NOTES: t TT£ llfi6cT11 S WAOM 'VKL 9E PROVIDW 0 ` M.WATEO DOM 2: OETECu" TYA11111 M TO HE CLIMB A-3 CowmrTE (CLASS Aro F fWCAM RRP i7.O g rMAVM-yy LU I 02WVA ltl'i'M OF THE WAR" MAYY t13E4 WITH VA- AYEIIIIAL WH OF Ti, oto 'iECT.ABIMr: Fl l3R 9Y , Y i M I Y 1'#fiEO 4.TWy BE OF RP 5irMIXIHill 3 PIOM- H5M_ eOF ~ FLOOk 111111111111M Cts t CURB AVD fi11TT'ER 6i.OPE TNN AO.TM.flllT T4 CY#18 NA(P6 MI6 "mum Id PAYTE7tf €OR / cum AV OUTUR. 7, *M IlIAWS AM BE 100AM $S SW" ON TM#E II OR 05 9iR>=1<7i4 X HtCPLLLL CI% 576w AA-• SMYTAI 09 NONEXISTENT. 8E LOCATM WINN MEW", mx5 Lf . PtiOVQE A 1NSNOMST .. ST g, fel lAD SLP JWr PATH S0tlE CTRNd ALL y3TE- - EL HTS CF A #'iCil1TY C#N 9E APPtt4f1l, EtYT'fD V k= SY Fes. FiAlWIAS 1bSY OE fiALEB ON RALx& OR TAt4GE34TWl TIWM PRtMVM TTALT AEP Y v mm %'lll.K rYD AT *X , SAM AS TOE' OF SSB4M' l TYPE CrRWTOW ,i:0-• . T!!L' lFIoAYY IDT : P1R1 LEL Ir PERPENDrALAR H TIE 9P. MTEN CLNW iiALi+S ARE tMJH cinAwrom WITH A &VMD M II ma WIDTH RVLL BE TI£ W+M OF Tff OWA'PATH Lg, . 2.4' r-._ TiMM1GATm DUE C-CT7f' tT 0 v 4 it 00000 0 00 0 0 00 0 0 0 6 O Q 40000 0 a0a 0000000 s a 0 4 i7 t?i? 0000 Q*0GOO Ss a(71>0a 0 a a0 000000 03° t- 0 0 0 0 IVa 6 a0 0 000 a 0 000000000000000TOF i' L:ii.------------ PAY iiilS TRUNStIgn DETECTABE WA #. AILT Wr. t 7M! SL, DE ! Ei3 ! l'1L7LE i711r'E4Mi7G a7idMACE GENERAL NOTES 2WAT•06 VI lCW OMART:fEW OF nVINRACAFATYIMM THE #grr474A OF THE CM 010 WTTER my K 40147ml1@ PhYK4FA, T2 THE &,QP£ 0r rA OF PR4Y#AID- Ai•#a8 "M. OF T" 5 LaWd1TAlF.Ta. 3U 2" PA VED SURFACE-\ 2. 4 6 •' 21-A STONE BASE MOORES CREEK TRAIL ACCESS NO SCALE 2016 ROAD 81 BRIDGE STANDARDS DEGREE i I . i2 F EDGE NIPAVMENTQTFF, rzMREXIS EOG Z. GEIN FIEELD) VP c' 479 CCNSTRUCTICIN JOINT EXISTING ASPHALT LAYERS- PROPOSED ASPHALT LA'1ERS r ENi57lNC SliG+BASE PROPOSED SU081SEL di PAVEMENT CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASIPHALT LAYERS TO EXISTING Ml82ASE " REPLArE WITH PRQROSED ASPHALT WIDERIf6i LAYERS IVVogl 4tWirzUM 12 INCHES,OR GREATER AS NECESSARr TO +2117 THE FULL THTC NESS OF ExI5TRK:.lt+'HAL7 LAYERS AS DETERMINE dY COREG lSEE ND".£ 31 Ia6lMINI I ASPHALT I -E'117 wIUENIt+G SHALL H•*vE A 1AvE1ER7 DESIGN INhGtt. .JarvCE WITH CUH'tEHT 111117 PROCECUNES 10 HE 11-11EU HT THE 1-11 EEY. vvASPHALTA ME WIDENkYG SHPLL A!EET 9F2 P P 7 x Ih'G PAVEMENT. 2. THE PAVEMENT DESIGt ICN E N!T EXGEEG THE OE THS ?PA TT E9 qF THE L.4'ER5 GF E }T COAiED STEEL 4,'AND . STAhLES . 3. A "J,4 A OF THREE CORES SHN.L DE T4,11, ALONG THE CENTER OF THE ADJAGETT TRAVEL LANE TO OETERVINE THE TTPE AND THICKNESS of E451INO PAVEMENT LATE", THESE CORES SHALL $E SPACED I O MORE THAN 5DD FEET WWF 361 i-14IN' { , F> D4. THIIJ'.NE r'? ;a°'iEEL CA00i05ULAM -'k iDwEft FILL STEEL vznWSINU PROPOSED PAvEMENT WDE>M SURFACE COURSE.UNLES5 WAIVED 9Y TIE ENGINEER. 5 TIE T ILLING DEPTH OF THE EXISTING PAvEMEYT TO EIE .AOnJSTEo TO ACHHEVE AN ACCEPTABLE PAVEMENT CRO5S-FTOFE 80TH ENDS 6 EXISTING PAYEN£NT NtWY,INGS AND MARNEHs WIiHtN THE 1-1- UMTS $HALL DE RE5TCRE0 SJE..ECT TO THE 1-120'r'AL CF THE ENGINEER. 7. FINAL TRAN5VERSE FA'VENLNT TIE-IN SHALL CQNFCRM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EX%EPT THAT Ail JU14TS AT TIE-IN LOGATIONS 5H,LL HE TESTED UnIMG .A W FOOT STRf GHTELGE IN AGCOWPANGE WITH THE REWIREMENT5 OF SECTION 315 OF THE 5PECIFICAT70NS. v TTAHPARRS SfCIF ICATIQN mm ASPHALT PAVEMENT WIDENING REFERENSE RRM NIP ERIpGES FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEIMT4ENT OF TRNt5HARTATION 315 00 TILE IR& -4 PIPE 10' R 20' JOINT F D.I) REVISION DATE 5oi.02 RESTRAINED W. NTj) 0.15 2" PIPE SLOPED P4 TE! 1. STEEL uA.SING TO EYTE O TO HAS K OF "w R , DITCK !SIDEWA LY,, ETA.. OR .A. iMINIMI-III ' OF S' 9EYf>)ND THE EDfuE OF 1,50 2.00 PAVEMENT, 'A"ICHEVER 19 GRERTEIR 0,10 VARIES VARIES \-2" PVC OR BRASS PIPE 2, ENDS OF CASING C. 4 LIE SEALED b"SIN6 A PL4-L-H ENE :SEAL 13ASkET IN LIEU OF F-',ONf RETE FILL, WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG CONCRETE MIDDLE SPACER SAALL HE PLACED AT THE CENTERPOINT OF PIPE, 90 3.66 SE `it'lii 3.21 DAIS TYPICALL STEEL`'v I 'S -TALL TI N FIG, W-8 TD -19 8 45 y' 4, 5 EE{ E" E, U, 9'"EI l , L'IxPA I -Rr 2.66 2.77 0.26 TYPICAL CATE VALVE 1. PROVIDE .A 6" THiCK GRAVEL BED BENEATH THE METER, VAULT. r. 2, P91NIM,l11E# WALL THICKNESS FOR PF?EIGAST TJR PG JR-IN-L,hCE 4"AU LT^a SHALL BE 4"., 3U 2" PA VED SURFACE-\ 2. 4 6 •' 21-A STONE BASE MOORES CREEK TRAIL ACCESS NO SCALE 2016 ROAD 81 BRIDGE STANDARDS DEGREE ADJACENT TRAVEL L'If ASF+HA T PAVEMENT WIDENNO i2 F EDGE NIPAVMENTQTFF, rzMREXIS EOG Z. GEIN FIEELD) TACK COAT THE PROP05ED - CCNSTRUCTICIN JOINT EXISTING ASPHALT LAYERS- PROPOSED ASPHALT LA'1ERS r ENi57lNC SliG+BASE PROPOSED SU081SEL 4.QuPACTEP SIrV"AX CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASIPHALT LAYERS TO EXISTING Ml82ASE " REPLArE WITH PRQROSED ASPHALT WIDERIf6i LAYERS PROPOSED NINIML4 7%, INCH THICK ASPHALT SURFACE COURSE tSEE NOTE 51 4tWirzUM 12 INCHES,OR GREATER AS NECESSARr TO +2117 THE FULL THTC NESS OF ExI5TRK:.lt+'HAL7 LAYERS AS DETERMINE dY COREG lSEE ND".£ 31 NOTES! I ASPHALT I -E'117 wIUENIt+G SHALL H•*vE A 1AvE1ER7 DESIGN INhGtt. .JarvCE WITH CUH'tEHT 111117 PROCECUNES 10 HE 11-11EU HT THE 1-11 EEY. vvASPHALTA ME WIDENkYG SHPLL A!EET 9F2 P P 7 x Ih'G PAVEMENT. 2. THE PAVEMENT DESIGt ICN E N!T EXGEEG THE OE THS ?PA TT E9 qF THE L.4'ER5 GF E }T E14 SUMSI+RFA:E BRAKta;,E OF THE EXI5TRrG ANR YfiRPQ5E4 PAVEMENT SHILL iE AGDRESSEP IN THE PAVEMENT DESIGN. 3. A "J,4 A OF THREE CORES SHN.L DE T4,11, ALONG THE CENTER OF THE ADJAGETT TRAVEL LANE TO OETERVINE THE TTPE AND THICKNESS of E451INO PAVEMENT LATE", THESE CORES SHALL $E SPACED I O MORE THAN 5DD FEET WWF 4, THE ADJACENT TRAVEL LME SHALL 6E MILLED A 4NIUUM OFPTH DF lI/ INCHES AND REPLACED VHTH FN PSPHALT St FACE COURSE TO MATCH THE PROPOSED PAvEMENT WDE>M SURFACE COURSE.UNLES5 WAIVED 9Y TIE ENGINEER. 5 TIE T ILLING DEPTH OF THE EXISTING PAvEMEYT TO EIE .AOnJSTEo TO ACHHEVE AN ACCEPTABLE PAVEMENT CRO5S-FTOFEENCREEVFFECTIEM5"RRECLLIN E I 6 EXISTING PAYEN£NT NtWY,INGS AND MARNEHs WIiHtN THE 1-1- UMTS $HALL DE RE5TCRE0 SJE..ECT TO THE 1-120'r'AL CF THE ENGINEER. 7. FINAL TRAN5VERSE FA'VENLNT TIE-IN SHALL CQNFCRM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EX%EPT THAT Ail JU14TS AT TIE-IN LOGATIONS 5H,LL HE TESTED UnIMG .A W FOOT STRf GHTELGE IN AGCOWPANGE WITH THE REWIREMENT5 OF SECTION 315 OF THE 5PECIFICAT70NS. v TTAHPARRS SfCIF ICATIQN mm ASPHALT PAVEMENT WIDENING REFERENSE RRM NIP ERIpGES FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEIMT4ENT OF TRNt5HARTATION 315SHEETIOFiREVISIONDATE 5oi.02 201 B ROAD BRIDGE STANDARDS S. PEFER TO TREE STAKING' CIETAIL TRENi;H € QGE AROUND ENTIHI AHI -P: TO LIE MULCHED ' REFER TO FOOTBALL PIT DETAIL. NOTES: 1. SET TREE PL'J\'113 PRIOR TO STAKING, ALL PRUNNIC ;S RESTRICTED TO THE PEMOVAL OF DEAD AND BROKEN BRANCHES AND L' EE PERFORMED UNDER T' SUPERVISION OF THE LANDSCAPE ARCHITECT. Ti TREE PLANTING I 12 SECTION N,T.S, FOR ALL BENDS 4S' 45 45' MIN SECTION 1-1 q FOR TEE OR WYE FITTINGS WIDEN TRENCH Td ACCOMMODATE ANCHOR IF REQUIRED. M T BEDDING AS - REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. S12E OF FEET) CU. YD. FEET) CU,YD. F-M,J, PLUG BEND VARIES v L H T L IT T ON-LINE 90 2.50 2.50 3.01 0.24 PVC SLEEVE or o / BRASS NIPPLE AND CAP mm 4., 6" 45 22 1.12 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.^5 2.50 0.15 2" PIPE SLOPED 11 1 f4 1,50 2.00 2,50 0,10 VARIES VARIES \-2" PVC OR BRASS PIPE f i; w WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG CONCRETE DEAD END 90 3.66 3.16 3.21 DAIS NTS FIG, W-8 TD -19 8 45 2.66 2.66 2.77 0.26 TYPICAL CATE VALVE 1. PROVIDE .A 6" THiCK GRAVEL BED BENEATH THE METER, VAULT. 109 2, P91NIM,l11E# WALL THICKNESS FOR PF?EIGAST TJR PG JR-IN-L,hCE 4"AU LT^a SHALL BE 4"., 22 1/2 1,66 2.16 2.68 0.13 3.16 2.91 2.66 0.32 v 11 1/4 1.66 2,16 2.67 0,13 LILL x O Tn N 90 4.83 3.83 3.42 0.83 z w LU L] iD" & 12 45 J. 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 3 LUa O 3 - LU 11 1 /4 1.83 2.33 2.84 1 0.18 W_ 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SiZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.5.1. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT_ 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIC, W-3 TD -3 GUYING DETAIL CONSISTS GUYS,SET 120" .AROUND AIT PIT ON "UPHILL" SIDE P, TO TREE ING DETAIL AIPCPACTEXCAVATED .T SOILCD .IL ORM ROCTFJALI. PIT DOWNHILL SIDE OF TREE VCH FDGE AROOND RE AREA TO BE DHED R TO ROOTBALL PIT NL NOTES: 1, SET TREE PLUMB PRIOR TC STAKING 2. ALL PRUNING IS TO THE REMob',Ai. OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPER'vISION OF TFic LANDSCAPE ,ARCHITECT 2 TREE PLANTING ON SLOPE t2 SECTION N,T,S, GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24"MIN g. $„ 8„ 8` MIN MIN. MIN, MIN. 6" BEDDING 3: X68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 68 STONE - FOUNDATION IN POOR SOiL UNDER -CUT CONDITION q1 rp 4' IN --INITIAL BACKFILL 4'MI UNSTABLE SOIL, - MIN MIN _ IN MIN. X68 STONE GRANULAR FILL AS APPROVED BY ACSA ABLE SOIL OR E(?C'K- STABLE SOIL OR ROCK NOTE 1. NO RUCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. T. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION c BEDDING NTS FIG. W-2 TD -2 NOTES: 1. SEF -REE P_OME3 PRIOR TC STAKIWI Z ALL PRUNING IS RFSTRIC': ED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 3 DCt NO: ALLOW AIR POCK[ IS 1`0 FORM VI;HILE BAGIA.:PIL-IN G. A. IMMEDIATELY SOAK PLAN 0,IIfH IA/ATFR. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THiS IN'STAL'LATION. SPECIMI N SHRs, AS SPI-C1t-IF.D C RAVVING! REFER TO RO•,, -, DF'(AIL 3ENCI1 EDGE AROUND 4TIRE AREA TO BE UI.CHED SHRUB PLANTING 12 SECTION-- N.T.S. Uja VARIES 4" DIAMETER BRANCH VALVEBOX CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AND VALVE o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. F-M,J, PLUG H1H. VARIES v CI r t-P,ESTRAINED I WATER MAIN JOINT FITTINGS z ON-LINE u U TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP Z 1V PVC SLEEVE or o / BRASS NIPPLE AND CAP mm LUBRICATE ALL THREADS 0 THRUST BLOCK - METER BOX (SEE FIG_ W-7) W VALVE BOX -- o NO. 57 STONE LJ 1 M.J. FITTING \\ 0 2" PIPE SLOPED z J TO DRAIN IF GRADE ALLOWS 114 i---1 VARIES VARIES \-2" PVC OR BRASS PIPE f i; w WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG CONCRETE DEAD END ON, TYPE "A") TYPICAL_ BLOW -OFF ASSEMBLY NTS FIG, W-8 TD -19 GUYING DETAIL CONSISTS GUYS,SET 120" .AROUND AIT PIT ON "UPHILL" SIDE P, TO TREE ING DETAIL AIPCPACTEXCAVATED .T SOILCD .IL ORM ROCTFJALI. PIT DOWNHILL SIDE OF TREE VCH FDGE AROOND RE AREA TO BE DHED R TO ROOTBALL PIT NL NOTES: 1, SET TREE PLUMB PRIOR TC STAKING 2. ALL PRUNING IS TO THE REMob',Ai. OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPER'vISION OF TFic LANDSCAPE ,ARCHITECT 2 TREE PLANTING ON SLOPE t2 SECTION N,T,S, GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24"MIN g. $„ 8„ 8` MIN MIN. MIN, MIN. 6" BEDDING 3: X68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 68 STONE - FOUNDATION IN POOR SOiL UNDER -CUT CONDITION q1 rp 4' IN --INITIAL BACKFILL 4'MI UNSTABLE SOIL, - MIN MIN _ IN MIN. X68 STONE GRANULAR FILL AS APPROVED BY ACSA ABLE SOIL OR E(?C'K- STABLE SOIL OR ROCK NOTE 1. NO RUCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. T. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION c BEDDING NTS FIG. W-2 TD -2 NOTES: 1. SEF -REE P_OME3 PRIOR TC STAKIWI Z ALL PRUNING IS RFSTRIC': ED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 3 DCt NO: ALLOW AIR POCK[ IS 1`0 FORM VI;HILE BAGIA.:PIL-IN G. A. IMMEDIATELY SOAK PLAN 0,IIfH IA/ATFR. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THiS IN'STAL'LATION. SPECIMI N SHRs, AS SPI-C1t-IF.D C RAVVING! REFER TO RO•,, -, DF'(AIL 3ENCI1 EDGE AROUND 4TIRE AREA TO BE UI.CHED SHRUB PLANTING 12 SECTION-- N.T.S. B.ACKFII.1- TO TFRIAINATE AT TOP OIJISIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF FOOTBALL AND PLANNING PIT LIPAITS, BEGINNING ANO MG, THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT V=L.AivT.&' PIT INffS, THEN TAPER 10 PROPOSED FINISHED GRADE II AWAY ALI_ WIRE BASKETS AND/OR NON-BIODEGPADRBLE FOOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING 0 BF UNTIED FROM TRUNK PND CUT AWAY TO A POINI AT I FAST 1/2 JIsI-ANCE DOWN FOOTBALL. SCAPIFY BASE OF PLANT PIT WPEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN {REMOVE AS NEC6 ZSARY TO FACILITATE DRAIi'tAGEM I i 1' VARI S ROO-BALL REFER TO TREE STAKING C 'AIL BACKFILL W111-1 CULTIVATED, ORIGINAL 011. FROM C A P AL NT PI' EXCAVATION IF LOOSE iF EXCAVATED MATERIAL IS NOT 1.00SE, SUBSPTUTP WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL FER SPEC FCATIONS COMPACT BACKRIA IN LIFTS BY FOOT. WATER IHHOUGHLY AT 112 1' -PTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PfZOPER DEP-H PR OR TO PLANT PLACEMENT NOTES: 1. \OTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SDL CHARACTERISTICS ARE NOT AGREEABLE TO THFSE PLANTING CRITERIA OR.WHLHE! CONDITIONS RAIGE CONCERNS 1N TERMS OF PLANT `URVIVABI!-ITY OR WARRANT, n 1' rCONTAF'- ARCHITECT F ANY PLANT MA" PCOACTORTONOTIFYLANDSCAPEARCTECDA L. _X (>SED BY4 , OR INCURRED DURING. PLAP.iT!"3G r'ROCESS. 4 ROOTBALL PIT I.o 1 12 SECTION N.T.S. NOTE: HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 270•) 78 22 ALVE BOX7CU. FT. 68 STONE 42"MIN6" GATEq > '.^ VALVEr' 1` T„ x bei TEE 2500 P.S.I. CONCRETE - BASE AND THRUST • , l .vA''. BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED ORW WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL SE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN INET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T_S. FIG. W-4 TD -8 VARIES. Uja PLACE 5' GALVANIZED WITNESS POST LITH TO METER COX (SEE Flt,. ',€s -6,A CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Trr THRU h' -7E).. o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ww z TO HIGHWAY DEPARTMENT APPROVAL. 44' H1H. FINISHED GRADE v CI r VJ. FITTING 7 CORP. STD? WATEE MAIN -- P I ADJUSTABLE VALVE BOX WJ LID z R"Qk+PRL `yl ==' FITTING± u U jr RESTRAINED JOINT FITTINGS Z 1V NOTES: M mm SERVICE LINE TO COHINNECY AT MAIN WITH X"144" TEE. 0 REF:ER TO FIG- "W-3 FOR THRUST BLOCY. DErA.ILS ON TEE. W w REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF CS)VPEI ON RATE'VALVE. o M.J. GATE VALVE LJ 1 PRUTEC€tON FLIES BOLTS. 0 WATER z J LINE HT'S 114 i---1 2500 P.S.I. f i; w Li . CONCRETE ON, THRUST BLOCK 0 4 O I s` d AW ;Tr uaEIN - as BeL'r a.' ueri. NOTE : IN REMOTE AREAS, r7aAt 07 NOTES: TYPICAL CATE VALVE 1. PROVIDE .A 6" THiCK GRAVEL BED BENEATH THE METER, VAULT. 109 2, P91NIM,l11E# WALL THICKNESS FOR PF?EIGAST TJR PG JR-IN-L,hCE 4"AU LT^a SHALL BE 4"., MINIMUM WALL THICKNESS FOR VAULT"; CONSTRUCTED I F t ASOI.At`Y E L 7 K. SHALL BE E3"'_ 3, THE OUTSiDE OF THE VAULT BELOW GRADE SHALL BE COATED 'INITH AN APPIROa ;E7 WATER PROOFING COMPOUND. TD -9 TYPICAL METER VAULT (1 1/2" 2" tvIETER) NTS v r s TD -15 B.ACKFII.1- TO TFRIAINATE AT TOP OIJISIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF FOOTBALL AND PLANNING PIT LIPAITS, BEGINNING ANO MG, THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT V=L.AivT.&' PIT INffS, THEN TAPER 10 PROPOSED FINISHED GRADE II AWAY ALI_ WIRE BASKETS AND/OR NON-BIODEGPADRBLE FOOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING 0 BF UNTIED FROM TRUNK PND CUT AWAY TO A POINI AT I FAST 1/2 JIsI-ANCE DOWN FOOTBALL. SCAPIFY BASE OF PLANT PIT WPEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN {REMOVE AS NEC6 ZSARY TO FACILITATE DRAIi'tAGEM I i 1' VARI S ROO-BALL REFER TO TREE STAKING C 'AIL BACKFILL W111-1 CULTIVATED, ORIGINAL 011. FROMCA P AL NT PI' EXCAVATION IF LOOSE iF EXCAVATED MATERIAL IS NOT 1.00SE, SUBSPTUTP WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL FER SPEC FCATIONS COMPACT BACKRIA IN LIFTS BY FOOT. WATER IHHOUGHLY AT 112 1' -PTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PfZOPER DEP-H PR OR TO PLANT PLACEMENT NOTES: 1. \OTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SDL CHARACTERISTICS ARE NOT AGREEABLE TO THFSE PLANTING CRITERIA OR.WHLHE! CONDITIONS RAIGE CONCERNS 1N TERMS OF PLANT `URVIVABI!-ITY OR WARRANT, n 1' rCONTAF'- ARCHITECT F ANY PLANT MA" PCOACTORTONOTIFYLANDSCAPEARCTECDA L. _X (>SED BY4 , OR INCURRED DURING. PLAP.iT!"3G r'ROCESS. 4 ROOTBALL PIT I.o 1 12 SECTION N.T.S. NOTE: HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 270•) 78 22 ALVE BOX7CU. FT. 68 STONE 42"MIN6" GATEq > '.^ VALVEr' 1` T„ x bei TEE 2500 P.S.I. CONCRETE - BASE AND THRUST • , l .vA''. BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED ORW WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL SE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN INET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T_S. FIG. W-4 TD -8 VARIES. Uja PLACE 5' GALVANIZED WITNESS POST LITH TO METER COX (SEE Flt,. ',€s -6,A CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Trr THRU h' -7E).. o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ww z TO HIGHWAY DEPARTMENT APPROVAL. iAfRIES COPPER FINISHED GRADE v CI r VJ. FITTING 7 CORP. STD? WATEE MAIN -- P I ADJUSTABLE VALVE BOX WJ LID z R"Qk+PRL `yl ==' FITTING± u U jr RESTRAINED JOINT FITTINGS Z 1V NOTES: M w: SERVICE LINE TO COHINNECY AT MAIN WITH X"144" TEE. 0 REF:ER TO FIG- "W-3 FOR THRUST BLOCY. DErA.ILS ON TEE. W w REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF CS)VPEI ON RATE'VALVE. o M.J. GATE VALVE LJ 1 PRUTEC€tON FLIES BOLTS. 0 WATER z J LINE HT'S 114 i---1 2500 P.S.I. f i; w Li . CONCRETE Z' A 2'x 2' BEARING AREA. THRUST BLOCK 0 4 O I s` d L - NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 07 J TYPICAL CATE VALVE v 109 NTS Do o FIG. W-5 SI? a1 LU TD -9 B.ACKFII.1- TO TFRIAINATE AT TOP OIJISIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF FOOTBALL AND PLANNING PIT LIPAITS, BEGINNING ANO MG, THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT V=L.AivT.&' PIT INffS, THEN TAPER 10 PROPOSED FINISHED GRADE II AWAY ALI_ WIRE BASKETS AND/OR NON-BIODEGPADRBLE FOOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING 0 BF UNTIED FROM TRUNK PND CUT AWAY TO A POINI AT I FAST 1/2 JIsI-ANCE DOWN FOOTBALL. SCAPIFY BASE OF PLANT PIT WPEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN {REMOVE AS NEC6 ZSARY TO FACILITATE DRAIi'tAGEM I i 1' VARI S ROO-BALL REFER TO TREE STAKING C 'AIL BACKFILL W111-1 CULTIVATED, ORIGINAL 011. FROMCA P AL NT PI' EXCAVATION IF LOOSE iF EXCAVATED MATERIAL IS NOT 1.00SE, SUBSPTUTP WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL FER SPEC FCATIONS COMPACT BACKRIA IN LIFTS BY FOOT. WATER IHHOUGHLY AT 112 1' -PTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PfZOPER DEP-H PR OR TO PLANT PLACEMENT NOTES: 1. \OTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SDL CHARACTERISTICS ARE NOT AGREEABLE TO THFSE PLANTING CRITERIA OR.WHLHE! CONDITIONS RAIGE CONCERNS 1N TERMS OF PLANT `URVIVABI!-ITY OR WARRANT, n 1' rCONTAF'- ARCHITECT F ANY PLANT MA" PCOACTORTONOTIFYLANDSCAPEARCTECDA L. _X (>SED BY4 , OR INCURRED DURING. PLAP.iT!"3G r'ROCESS. 4 ROOTBALL PIT I.o 1 12 SECTION N.T.S. NOTE: HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 270•) 78 22 ALVE BOX7CU. FT. 68 STONE 42"MIN6" GATEq > '.^ VALVEr' 1` T„ x bei TEE 2500 P.S.I. CONCRETE - BASE AND THRUST • , l .vA''. BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED ORWWHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL SE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN INET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T_S. FIG. W-4 TD -8 VARIES. Uja VALVE BOX TO METER COX (SEE Flt,. ',€s -6,A Ls Trr THRU h' -7E).. U ww z iAfRIES COPPER 3 v r VJ. FITTING 7 CORP. STD? WATEE MAIN -- P zW i I _ 4" ;1(P ,rl €Lscu THREADED FSR R"Qk+PRL `yl ==' FITTING± Q jr RESTRAINED JOINT FITTINGS 0 NOTES: AEf VALVE WILL 9E 4 EMLE5TEA65€ P CI€1€?BYTi-€ AA_ w: SERVICE LINE TO COHINNECY AT MAIN WITH X"144" TEE. 0 REF:ER TO FIG- "W-3 FOR THRUST BLOCY. DErA.ILS ON TEE. W w REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF CS)VPEI ON RATE'VALVE. o r NO CONCRETERETE SH.O@!LD•$E POUREDON ANY PART OFTHE +RESTfl,P WED 108NT. USE PLASTIC SHEETING AS LJ 1 PRUTEC€tON FLIES BOLTS. 0 USE 2SOO P.81 CONCRETE_ z J LARGE METER SERVICE LINE HT'S U O Flt;. Wt,,'u f i; w Tib -12'= 7' Q SCOTT R. COLLINSZ Lic. No. 005791 1 z Uja Ls U ww z 3 v r zW EM Q Ul Lu 0 z w: z 0 W o w LJ 1 0 0 LU 71 z J Ce o CL U O f i; w UJ ca QLU 103 yy. o 0 4 O u s` d U.1 s 0 0 07 J v 109 z U.11 0 Do o SI? a1 LU a 0 a v r s C Li LILL x O Tn N C5 z w LU L] a w r t`n LU'a C3 LU w ry 3 LUa O 3 - LUCie 0. LU W_ W 0 Cd CeUj LU U 0. nz W y C v 5 0- C LO 70 LLJ inrw C: 0 LU r-4 r c -I N Cf1 M 0 Cti U TV T!I TYI LTS i tr M iT1 e -T O T v 0r- 0OU O v EPP c L9 n La Uj 7 OI O wl 3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RICHT OF WAY. VARIES 10't 10' f T 51 S To'-- WATER SEWER 31 Q o p LOCATION OF OTHER UTILITIES GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS! WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER €. SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 40° TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD -1 Uja w U v r y EMUlLu 0 w: y 9f9 W w LJ 1 U z J Uj U O f i; w UJLu0 4 Os` d 0 j Vx IO j i ." I" N wl 3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RICHT OF WAY. VARIES 10't 10' f T 51 S To'-- WATER SEWER 31 Q o p LOCATION OF OTHER UTILITIES GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS! WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER €. SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 40° TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD -1 1 Uja F U U.1 O QN v i-. s EMUlLu 0 z Z y 9f9 EE W z DzLJ 1 U z J Uj U O f i; w UJLu0 4 Os` d 0 j Vx IO j i ." I" N a1 LU 7, I-- c r s 0 ELILL x O 1 ANCHOR EXTENDS INTO SIDE OF DITCH i DI MH LIAI£---:t° Y 01 S71I 2500 PSICRET£ PLAN s. S ~, uJ t =-0U' 'k `:t•$ a' n4 e1, L 01 PIPE ANCHOR NO, 1 AT FIRST JOINT AtSOVE GRADE SPACING MANHOLE, 209 TO % NOT OVER 36,y - 31% TO 'NX NOT OVER 2+I'' i. 50% OR GKAMR NOT OVER 16, PROFILE lam SLOPED AREA -" STREET SURFACE OR NON—PAVED AREA V—O# MA n E 1. WHERE A SES SERVICE LATERAL CONNECTS TO A MANHOLE ANb NO INVERT ELEVA110N FOR THE SERA= LATERAL IS INDICATED . THE TOP (CROYM) ELEVA71ON OF THE SERViCE LATERAL PIPE SHALL BE AT LEAST Oil' HIGHER THAN THE TIP (CRClM) ELEVATION OF THE THE LGOEST PIPE CONNECTED TO THE MANHOLE, 2. SEV- ER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. 5E CONNECTM USING A P'IP'E SADDLE. J. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 29 Ile PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MMIMUM COVER 2' MINI DIAMETER OF B. ALL SEWER LATERALS SHALL HAVE A MINiMUM COVER OF 3 FEET, t M SALT r ` a FINISHED GROUND 2 x 4 MARKER h e s is SHOWING BRANCH TBE ---BBQ TtS FIG. S—I—A 4) 1" (25rnm) DIA NODES ON 32 3/4" (884 m) CIA SCIL.T CIRCLE. 0 t{ Z 0 0 M IIIA lumm] 26 1 le DA 07mmj Iry DIA--- 28 711 S" IIIA 22mml 11mrry 35* IIA St 4na FRAME SECTION ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WiTH THE CURRENT EDITION OF THE GENERAL WATER AND SEINER 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 AND A HALF (3.5) FEET OF COVER iIiIEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER DINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSOE 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, 2414 (SENATE BiLL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACOWDANCE WTH PART V, SEC71ON 9 OF 114ESE SPECIFICATIONS. SET D00HOUSE BASE ON CONCRETE BLOCKS t9OWOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW OUT TO FIT PIPE OUTSIDE DIAMATEI PLUS B". EXISTING SANiTA,R'Y SEWER PIPE MIN. it CLEARANCE BETWEEN EXIS71NO PINE AND STME BEDDING F ESC '' .'— t t f 1// t Y jjt • v 4t s- e s s 12 FLEXIBLE CONNECTION —' tiTH STAINLESS STEEL BALD 2., 51 mm) LETTERS IRE ES rLUSH) 2) CLOSED PICKHOLES 1 1/2" f 2) 'CORED PIOKSARS 1 11r (24m m) IIIA BOSS nM NEOPTENE GASKET [79rnml 2" DOTE=, G. f SR AN CH ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED TYPICAL MANHOLE FLAN SHOWING BRANCH TIE - I NTS FIG. S—I_B VEM- 26 1/4r 01A 2e DIA 28 7/15' M 722mrro 914mm] FRAMIS SECTION 2" (ttML) LZITM QW1310 FLUSH) R rn Lj 7i r c,wam4 J l arum] 21" 20mml 1/2 l 22 lVid31{1> ITV=,/8 7 =_Vr 14rrm] SECTION VIEW 1/4- L^t1m DIA N'EOPRtINE ASKET WINE i 1 Gi 1. .,b r r 6 ALBEMARLE __'J' 'Y F1_ MAL PLAN GENERAL NOTr,'S GENERAL CONSTRUCTION NOTES .FOR SITE PLANS 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 (MOT). 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 paying, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted, J. 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. A# slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2: 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of ,T: t or better are to be achieved. 5, Payed, rip—rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director=s designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control stgns shall conform with the Virginia Manual for Uniform Traffic Control Devices. Z unless otherwise noted all concrete pipe shall be reinforced concrete pipe — Class 111. B. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR fart 1926). SEWER SERVICE LATERAL CONNE:C110M NOTES: 1. WHERE A SES SERVICE LATERAL CONNECTS TO A MANHOLE ANb NO INVERT ELEVA110N FOR THE SERA= LATERAL IS INDICATED . THE TOP (CROYM) ELEVA71ON OF THE SERViCE LATERAL PIPE SHALL BE AT LEAST Oil' HIGHER THAN THE TIP (CRClM) ELEVATION OF THE THE LGOEST PIPE CONNECTED TO THE MANHOLE, 2. SEV- ER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. 5E CONNECTM USING A P'IP'E SADDLE. J. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 29 Ile PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MMIMUM COVER 2' MINI DIAMETER OF B. ALL SEWER LATERALS SHALL HAVE A MINiMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER I MAIN LINE IN LiNE WYE -TEE PLAN VARIES WE SEVER SERVICE LATERAL CONNECTION N.T.S. FIC. S-2 EMBEDMENT SPRING UNI: OF PIPE - NO, 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 8" IN ANY DIMENSION k-INTIAL SACKFILL* 8- LIFTS) 11-10ROU!OHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER t-HAlJNCHING BEDDING 6" max 4" rnTn FI UIWQATIDNSHALL I3E REQUIRED WH N SOIL CONDITIONS ARE UNSTABLE CALL PIPE) NOTE ; 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RICHT-CF-WAY SHAH BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2r FOR [DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES R5MCVM OR A 4' 13ED-DING OF NC, 55 STONE SHALL BE PROVIDED' 1 WHERE ROCK IS ENCOUNTERED PIPE SHALL SE INSTALLED ON A MINIMUM 5" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 eAr- 0 SCOTT_ , COLLINSZ Lie. Ido. 035791 w z b Z w t z J Z 0 < Z i 0 a > 02CLUjCl) o 0 Z` C t r © q F a0, 0 0 LU 0 > U_ 8 1 L Ls) 0 i W m m Q t- VUj x Lei < F tt c' UU v U CC ZLU0 H u:! 0 sZLuLU L1) u LU MUj r_ a- Uj HEn 1-•I C1 iU' LU a. LU ! in OZ U ii Q i T} LU Cd a LU ri d + M i rs o 0U 0 a a Z) Uri 13 y U 3 {ice/ H 0 V 0 D Q) m Z Q C) o i is i iyR t I i f X ,err n3, nom?' L1:'... /, ^''.,i•`` x, sf,,w`ai \` iJ. _._,-lr -:/f )BLIT, Stall - F R S ANi OPEN F r i A ;PACE EA$EMEl l"i -i5aa.} , Ccklixtotmty 4TobcpT Atbem lilte Canserrtllian Plata Che klicE - To Iz+e gtncett an I,actdacape Pizttts is ? 15TING SA s . DIS 54, Pia. 732 (PLAT'} {iFtatui6aak i}P t1!•3fLi-ltt z i [vt cgintatete s rciPic tiiatas} f 43 / nx.31 ' 4, ?, _ DB G 08- 1 / RELUCA 1'•+:"Z ., .. `-----.__ ': 499, I' S 5 7 LANDS 4 E INTENANCEAGREEME f p p [ q J El p P -}}}: E rra a4 he anvv;. L< r c Y UCT7ON s imlCs of clearing {uoSs9d staiPlsne of ksecs to zavzd3sORANGEVINYLORPLAS7IGGONSTRSTANDARDGE L tan vc fc'rTP -'NE E D WOOD +tit a d t f rmtccti a tFENCEATTACHEDTOPOSTSREA7NREYikP kK. ey ;' /? E T A' PIED 3 /, t 5 .' ''t; ?* " •' , ' lid •"t ! ' GALVANIZED STEEL, IRON OR THICK PVC PLASTIC , AT Untds ckazlges rcgnuing h4 tknUx ar xnllx, rr<' ti;• : yC t ,; SIDEVA '77' NC "; . . .,. `p'a* ire •.. .r `.. LEAST 40 ABOVE FINISH GRADE ';Ut7N SPAN ch s - h [atw ¢t tnsu i;tg, bsyand h. MmaC tv^:U'ilye. Z `r , }, y sJ• . Uz "' c ' Piq sd taC 171 41' iqt 1 •. At 4 POSTS NO GREATER THAN t5' ON CENTER. EVERY NINTH us , j , POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY 2, i.. yC .j:'f,,,. . ,,..., ,A«'..., f ... -'.. .. -,, y a ti . • All treds to he navel ahall ix. inaekod with. Print or itiNu, at a height doud ' t isibie ao e ui meet o tetatom, PROPOS , ' > "-.. ' E , t ,t Y`"?h.. ' r........ _... ... . .. .. .. ................: 1DENAFlES 7NE FENCE AS tl TREE PRQTE"CTIQN FENCE. I 8 i 4 €t t 10' Sots Ire.. m2sking itax hN•t" ituspsct4'tt sztd alapravect by a t';atn,Ltj tnspeslrr. PLANT L}?.r`EFI7 X .. FT r. . C SANITARY t,>l•, : C, :;. FRQ 'F ! .. ,,, , , . ,,. .P .ca.s ® I IMITIVE "RAIL -- r - 4 Y.. TREE PROTECTION FENCE FOR USE FOR TREE ltrtASSES 3. Pre#:enstruelkrnC;nnfrtreatcc: i F H€TV f%1 F{, T ES ALL BE PLA TSR :Y , ..., ,' Trsc g cw tv tUot std rr Beef vat ntcaatacs <halt tx: r vle..rctl wzUa ttzg tntr c= r me se. r.` . ' I%'`TIi N.M IDlut`e11 : I 13.3, ' 2 ^-ti..,u ------ --- r PER CC?UN r" : :. _ U - I'OkTI R ':i a ,'{' ETA ,..„ .. '' 7 1 MI inC C, Y1019 6tt P. rte ._.."-` e t.. t. , 1.. . ,F"xi.,.:.i'.i a8.i3. • ! t-1.diE 9. -$.1.1 6'k4._1. „+' 'i s. 'f ... S LOCAT ;,, „ . ti : ;, Cala ! M EE I .. t : ' (} c ' 1'noftrear"4.} _ ..r<i,.- _ ... .. ..... .. U Fle i nana vs)sictil:'trifirc and sure o of`can>trnctien matcriats irnhlda sett tcita8i nat b¢ germiStei tvthin th dnp} POSED STR S I#t' :; T SAY t t rf! To! t`I `i [u taro sllvad. ice../ ! t?,: `+ . I U i r ,t, REMAIN i 19MG i Sett timstan and liarnstr,:fer denl t,A.17.,:;lcss: VIDING SC ff UJ r•' s ado - tt R'e its saved. r i, devices xha4 reoi ei'< 'fe M , vt i sd t' g STANDARD ORANGE true«: Y' ATE ?. AP RUC1 : > eaQ9 ,v -.... , . .'. ,,.`, t;a„ ...... .. .. -' .. .< t F1res an; tint . ltx d wittxiw i ttrr t"crit at4'}t rhi .'n of ?? to s"est a ,=I ESSY1$Ca' T RLE Itl'P} VINYL CONSTRUCTION Ph 1i }. ' 1 v'{4: - /' 111 Y" f LOCATION SIZE tai / < yy tr -tYP z FENCE 1 3 !" . D- Tes4 q'ra rr 5- ii ! .y1. y O' r. P `.,,,.;, ,s„a, ,,,. -... .... .. ;s ,: . '. .. -.'. .•' .. ,... •,., iS-7'Foxscrrtstaiaisshalttrnab4stnrcdra+iUtstt9Utifsmtnfthrdsi linsofzrccsStrha:usve'd, PROPOSED SIGN %`. r...,,,rt"., h ,.; ' . .. , .:rf.. `"`yv'i. P tip. i iTREE !tuk%Jc, h r. , u. "k... .. 50. ,ar: na r -a as., a<> t uumn • r asitt, ,v: t,.:., 4u r ecintL. r ,}. 7.. ,! ., I. i .... .. c'l'.>:.. s,e.$.',-4' i•/f I'T:IU'FiTTON..ii LROtJ' Y.?i. .. ... : , .. .:. .. - ..... ... _ lid i en ” shetll Ue nn uw >utd ahslt ba ins ectal a,cd a rav«i b u Co, tnx asLur -or to a - : uc rpxvstnsc4{xie. r. _•.:.. .' .. -' ::;'. ::. :... .':.- 3. i 00c2E'REEI.. h 11.TIGATI(? L i i kS;SFiOV N Obi" SR '2001 '00063I , •f=xY' tC. f. Y 1..: t. S ... ...... ... .. .. .. .. .. ... .. ... , 5U C qi3 tlCG3Eia•,',,}(, ,:. ....., .. ' ;, .. .. .... , , . .. ... .. , .. , . - , .. . , t ._ ,! ,..:7:._ .i4 J D . AP F' R 0'v I=D 3 ' . T4-1 E tY}een 99u: rowtci 1ecvt nuxsE tm [:tisetl axithiav the dti line of u 4fxe 4cr bs::atyscE, n her:. watt shat! leu prc»<`id,:d and a can u h M-1- rltti _ ra rviste3x a'e fxnu i. 42i 1 b btALE3ttviARLE: C'{JJP+ITY` 905. SRR STRKES r '100S . EAM BUFFERR i t' S le rLi Nine a frees tri saved x tree ttztll a;leatt tr„ trt4dsd. aatd xr.tmainaetinn xteS:tli..s . 1VtleaYfhe gt+wnd 1eaal mnat 6a tnwnnct ^,v t1 to i ! las ExORE5cK2. STANDARD ORANGE VINYLO hAU GREs,x muted f til. h . ttreplxo' CONSTRUCTION FENCE K', ... .r .. . .. r t, ti ,, r. .• .;.-.. ... .. ..,.., ..... '.'... , '. . :`:1 ,, ... Sv` .,,,x ,., r ETRL '7" BAR srAKEs' ' •...VENLY D IVEN , a . ` s 1,s. a-ututcliilw f. wititia Cita &irru¢s qE cleats !t shdi he c'area as .far away Exam ]ta ntuaic, qi ttr s as oss, b . sr4, . sCY., k`AIP E ... ` o ,,. ... ... ,g. A_ l _ «1 _ aY 1> r`q +. , n,r.Y; •,- yi1' , ^ .. .. .. w .:.. .. ..'. ...:, .... .. y..' i..::bu, t Rlt a4t£ 1'xitia rG4i§, urt isx:a 1.. e tri shell! i co k':is ct ax un n tcm±iv whenitisis anzizsPateal +htt nsar5° u lainR +' 5. EXISTING GRADE 4h 'C i. K y„ rrlvtRr ,v- 5 tf ;. ,cleanttn c r 4 eG., r •, `. , :. :>tir...`. . < .., . -., r .. .. ... .- , .. ... .,, : { f'3 "r „ c""+ ' i the s; if ntea x4anctvsd Burin' the l'aaral +3 tt u . xakecit a tu.r t ee ail he I sl a a 1. P ter —i I 1—In.— r.'Sr.:':— r: n \: 7 G f3. Ya n ed TBURY13OFPOST rrR31: r n fcs3ilizafi ttgr other ntettxx3,a ssacsnantent:etlb -a htes a3i:sd. Y "' - <. 3 _;. .. — _ — Damadxid trk: al 1 htr treated irnmaaiiaza9y by lizs+n, g, v Y ti 1I— r,.,.,..,.— NOTES: r+Y ... ..,.„ ''.-.: .., .. .., ;. :. •:-,.. ... .. ... :.r.,.: .. .. la^II4Tl1F O..t:QPhR'Sii.FSP4}C 4i#t31'.I'e-V"TraffUPIPI;'R'K3't'E')t'I'ISh t'QPti.\C'Pt}FS9N:L'tY.FCO*:S1 RY 3,'t'9 43NF A SINGLE CONTIN OU5 ROW OF SHRUBS ..:. , ;i ," — _ _ - 9. BARRIER PREVENTS COMPACTION OF SOIL RRflUNL3 itFl lllFaF;;Htr,r,. r. ,:. ' .._ ,; '. ,--:` . .. —1I— ROOTS BY CONSTRUCTION EQUIPMENT. t I it I II I i) 1 II I it I IIiiI I II I i) l I I I III III I i x... : " SCREEN PA KED VEHICLE FRCsM TH DEET 1 2. EXTEND FENCE TO (3RlPLlNE A7 ALL POINTS (DR1PLlNE 7/12/171,: IJP: . . OUTSIDE EDGES 0 TR BRANCHES) ACCC7RDANCE WITH OUN .C{3DE. !S DESIGNATED BY CU F EE B S) >svrrlRR 4tc:rta? PBV=344. .', :.... . vt, t. 4: TREE PROTECTION DETAIL FOR USE FOR SPECI11r1EN TREESI NO SCALE CONFRUrPURCHASER SIGNATUR4; U'Tfj a Y 1' 1 XISTINU FEMA FLOOJNlAY _ 4 C5 5 IGICy r i .... __..__... PUBLtC5WM FORESTAND OPEN. 3.38 SRA'CF EASEMEttI f Ic.,.ac.l, . MAINAINt:D IN A HtALI HY LUNU111UIN by I Ht haUKKUN t . . . . .OWNER OR PROPERTY Source: Va. DSWC Plate 3,3£3-2r' 3 REPLACED WHEEN NECESSARY. REPLACEMENT MATERIAL ilI 4+f}7 ICu. 3 1 SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN u .. pt,• :n Vin• f(/ f) AGGRATE : 1 T CALCULATIONS: Notes: NVERT IN (15" RCP)=388.16 I INVERT OUT -387. r ! ` 18 1 1CPROPOSED DEVELOPMENT 4.35 AC 189,486 SF0 t CANOPY REQUIRED (10%): 0.44 AC 1.8,949 5F 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATIONIrPROPOSEDCANOPY. 0.67 AC 29,328 SF OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE 1N ACCORDANCE WITH EITHER TOTAL PARKING LOT TREES REQUIRED: PARKING LOT LARGE SHADE TREE PLANTING LIST: THE STANDARDIZED PARKIN SPACES: 141 P: 1 C: 3 AR: 4 PA: 2 TION, E SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA THEQQ A ROADVIRGINIACHAPTEROFITHEAMERICANSOCIETYCOFLANDSCAPE LANDSCAPE RCHITEC S DESIGNERS OR THE R THEq G TREES REQ'D {1 10 14 SN: 3 NS: 1 UP: 1 ES PROPOSED F• "' , . •.:; .... , ' ARGE SHADE TRE 15 VIRGINIA DEPARTMENT OF TRANSPORTATIONGESPECIFICATIONSflTHE 10 tN PAVED PARKING & VEHICULAR CIRCULATION AREA: 71,925 SF 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE SF PLANTING SPACE REQUIRED {57.}: 3,597 SF IV: 52 CS: 19 MV: 2 AB: 27 MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS ANDm. SF PLANTING SPACE PROVIDED: 10,345 SF IG: 54 CC: 9 IC: 54 CK: 7 TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE MS: 1 AG: 3 JV: 5 PLANT. GRAPHIC SCALE 30 0 t5 30 60 IN FEET _.. 1 inch = 30 ft. xst.ars, — ... . . . .. ..al., . 9na5: \ t ex " 4 IN Fence w.,, 1 AG ; ,r 1 AG 4 MG 10 IN Z h 61 2 A 120 e tment Trap r - PLANT SCHEDULE SYM BOTANICAL 7-comMON NAME JCANOPY 3ZE TOTAL SITE QUANTITY COVERAGE(sl T REES AR AGER RUBRUM RED MAPLE 21/2" cal. 452 4 1,808 BN BETULA NIGRA RIVER BIRCH 1.5-1.75" cal. 464 4 1,856 N S NYSSA SYLVATICA BLACKGUM 2 1/2" cal. 151 1 151 PA PLATANUS ACERIFOLIA LONDON PLAN TREE 2 1/2" cal. 422 3 1,266 QC QUERCUS COCCINEA SCARLET OAK 3 1/2" cal. 419 8 3,352 QP QUERCUS PHELLOS WILLOW OAK 2 1/2" cal. 419 1 419 O P ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 2 1/2" cal. 423 7 2,961 U N D E RST O RY TREES AG AMALANCHiER x GRANDIFLORA SERVICEBERRY 6-7' ht. 130 9 1,170 CC CERCIS CANADENSIS REDBUD 6-7' ht. 124 9 1,116 CIC CORNUS KOUSA KOUSA DOGWOOD 6-7' ht. 128 18 2,304 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' ht. 113 2 226 MS I MAGNOLIA STELLATA STAR MAGNOLIA 6-7' ht, 49 1 1 49 EVERGREEN TREES IN ILEX x'NELLIE R STEVENS' NELLIE R STEVE S HOLLY 4'-5' ht. 44 56 2,464 MG MAGNOLIA GRAN DI FLORA TITTLE GEM' LITTLE GEM MA NOLIA 6'-8' ht. 25 45 1,125 Jv JUNIPERUS VIRGINIANA EASTERN RED C DAR 4'-5' ht. 16 8 128 SH RU EIS AB ABELIA GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 27 378 AZ AZALEA'GEORGE TABOR' GEORGE TABOR AZALEA 6-8' ht. 5 8 40 CS CORNUS SERICEA RED TWIG DOGWOOD 18" ht. min 72 30 2,160 IC ILEX CORN UTA CHINESE HOLLY 18" ht. min 20 72 1,440 IG ILEX GLABRA INKBERRY HOLLY 24" ht, min 23 69 1,587 IV ITEAVIRGI NICA 'HENRY'SGARNET' HEN RY'SGAR N E TSWEETSPIRE 18"ht. min 64 52 3,328 T O TA L CA N O PY 29,328 Sj 07 SCOTTOLLINS Z Lic. 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I . -', 1 , ,o I " I _. _ 6i'_.__ - -,"', - - ,, 0 * ____] 11 I . . . . . I'— . - * ,_ 1. I ' 5 . bll , r " I . .1 . 1 I - . 'WMI) , . 1 _ . 1 1. . * 0 0 / / L I . . . . . . . . . I . . . . . . . . . . I I . Luminaire Schedule ;77 1ODD \ ;;' , I. , 1 11 , < 3 5 1 . 11 " : .... i- - I I . . 't"N .... . I'v, , _ / '"Alliku , ' O.9 . I 1 I I I ., - I , - I . ,.. . , _ I _.L0 I ... ...... I . . I . I , . I . , . , . Z-1 'v I Q, . , +. ` , .I. 4 I , . 4, 1 '' , , 1 GRAPHIC SCALE ", . , I / / I 1\1 . " . - ,- 1 - I . . . i, I I ' , , * ..... * Project: 5TH STREET COMMERCIAL DEVELOPMENT 1,, ,, " .,5: I—— - I .11 .1 1 , . , . .U.61'. . , 404 ,p , 8,0 /z," 13,," ' `0.0 / 11 .. ..... . ...... . L - _.... 11--:- ill ....... .: i 1114,4_3 - 11 2 , ,,, . A _ ,., I -1 I- '-,,, I I I . . -., , 113 1 . _e .1 I I- . . I . I . 7,., j,,. . . Symbol Qty. Label Description Arrangement . 15 30 60 . , 120 1 - /.*.' t''i, -,, TO I , I . - . I I . - - . - - - - I0 1 1',. ,,, I "."'. I . 1. . . I . '. I ... . , , . "I , ,: I , I I /;t,,, , ,-, ,,. I - I ... < I, , ,/ Il ." o'.. . I., I I .. *- - " , . 1. ,ZN ,i III , / k I 111.1 1. . 11-6i5 ' ' - , '01 - I I - 74, . ,, " . _'' 0. - I - .. . .,...-.-,' .,.-.-., _4A > 1 ,11": - ',a. . /. , 2 ' ' 0 0 12 S A SITELYTER SERIES POLE LIGHT 40000 1.000 Q. INWI", " , . I— I - - I' . 7. -, 4 , ,, I '' " ' ""-' / * k9I "` , I I I 1, "I W - 4 ' --- I' , -4 1 4 . . I - - (. I - . M IIIIIIIIIIIIIIIIIIIIIIIII / / 1". , I . I , I.., 4; . 3 3 7 - . 91 /__ I '),, , . 11. .... I ... . . - . I 11, 11 / I 1, __ :: - ,`4, & , , ' . ':, - " <': . ._ I , . . 11 a DL KOBI ELECTRIC DIMMABLE DOWNLIGHT DOWN LIGHT 4,350 1.000 N , 11", / 1/ 1 " -::.. I . . - P 's *3_a '' I - . ./ /4'1' . I L ` 0'.0 / _. -o- .. . .. - - -. -. -. _..- 1-.-1-. .-.- I.... I I . 1. 1. I _. 0.1 . , n . I , I U 1 9_4:, . 3 ' - - _' ,2 ..,. -1" --- - I . 17, 1 I I I I - ... . . UJINFEET ) 11,, , , I . / . I .I- / , . .. 11 _ ., I . . . , , . . , , 2- 1 I I J __. I I .. -__' -'_ 11, I ,. 11 I . - I , , ' 1 , . .- . *7 1. . I . . I .... ... I " I., / , 45 t - I I I . v '0.0 . - . .q. I inch = 30 ft/ 11.', ", .., ,/ , I I 11b '. .4 - , Q,. I . ' :5 i, _-' , R I I I J ........ - . NOTES: z - I I" . 1 , - I `_ , "'' I_ : , , 4. 1 1. 11", - 1 ." I F . . ') 6-.1 . . - , - 11 / . , _", I I . " : -1 1', I- - V_ . . I I ., '. I I 11 - , . I- . . . . . . . I . . . . . . . I . I . 1ili.0.1 ,..'- k __ I . . 11 " /,." .. , ',_ 11_ I L. __ -1 - -11.0- ,: I , " , I I 1 . ALL POLE LIGHTS SHALL BE 20' FROM THE GROUND TO THE PROPOSED 1-4 1 1 .: 7 * I 1. - 1 - ---- ...... ..... I ", / - - - . 171. -, I \ 15. `8 6 ..... I . _'_- __ , - - .. 1/ i I 0 U BEE= CD - NOTE: 11" / " / I // J0 )..1.5 :. 1 '-, . , 7\ 15. _ -, . - -. 1 - _ 7111 I I 11 I .... I I . . I - I . I . . I . . I "' , - ` ,:_..., -,>" , ) -_,", `-_ I " -_ I _,, . I - e, : , . I , I . . . , .i 0_ . 1 - ,vq q 1, 1i - - 14 LIGHT FIXTURE. THE 20' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. IT- (n - 1-1. 0 , - , -' L I I1I // / /0 , , *.-.0 , .." , - , _____ , _., , - t' ____!,,_ I -'. 1 21. C * ... * * , , * - * ..... * , * ... I I , , 1 . EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS / "" r ,/ J . o..''. . 3 , / ,, -_,--I,-.-, I,, ,__ I lli) ," "" I _ b I .01.1 `0, 0 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. I,*- 1 5 1 ... .... .. .- , :, -*b e.", I , Za I , - _1 .9 1 1 . - - I . ------ .... I : I I - 1) ___ - J: ,, - Its- , . 1. - 1, I 1. -," W ,, , /, / / I t", , - 1. I - __ _____ J '4 . 4 , /, . , - N1. I . .! __ . 1 __ ___ I'll I __ 0 , - / " - - , * , . . . . . * . . . 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE , .1 I , 11. , , , '' , "_ I - ( ........... I I 1111 11 181 .. ,, I -- ....... I.. 1'1!, , - I , 1) 1 " I v - I . 3. LAMP TYPE SHALL BE METAL HALIDE. 1i I I__ 4L / * . , ____ 0 - I .......... . . . I I 11 -l!" . I ___ 4k? , 91_1 , 1, J - ': I _ _,,. !7 -17-, . \, -Ir,-! ` ," . I .11 - UI / , ,. , ,,, - , lj b , . I - 0 . 1 .. . . IWAY / / / / I a.,\ . t:` , 1. 11 - . 1-1 -4 , ...- I I I ....- . . ..., ... I . I I 1GEDORSHIELDEDTOREFLECTLIGHTA ;1 / ,, ,, " f . \_: , !' ?, ";, 1',_ . f''t .... 1' . I I— , 4. FIXTURES SHALL BE BRONZE IN COLOR. MI I '' . :' v,,,; . iz 40 O I " I , I I \, , 1, , ,,,, " 111 - I'll ; _o 3 _:? . 9 1. I.. '. 11 -PHASE- LI E . . . 11 I 0! < 1, I , '- ,V ......... - . z. I - - ..''.-Ii.2. 10.0 1. ... . 11 11 I/ ., 11 / . I \', I :,, . I . . .,: - ,, 1 -_ "I, I U.0 . I ,. I . . . . . . . . . . . - - - . 1. I . 1 5. THE PROPOSED LIGHT FIXTURE LOCATED NORTH OF BUILDING A N FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT , z", ` /1, . 1 ,/ , . . , ., ". 4 -d.91_11. Y I I ;J: I , - / , , ., -, -, , ` ` -, -, -, -, -, "', , , ' ., L I CD 11 - (114 16.4. , " , . 1'1_,- ,- I.,_ . . I/ 1/ / ', " . ,. . /_' -''T_9 , , - '* I (TYP.) , I 0,0, / _ 0 - zROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC / w " , 1_1", "I '. I -,,,`-,_-.,.--,.. I . , - f.;_, -% . 1 1. ___ I - . - - .. --- ... - -CUTOFF SHIELD TO PREVENT SPILLOVER BEYOND THE 11 11. 1 , , , ,,, ,-, - :_ " I I . . . I I I ,, P r, I . , . . . I . REQUIRES A FULL I / I , 1 . " l-, - " i , -1 , I . . . . ........ - ., W ,4 F-1 u , L ,., , ;1 , , , ,", - , I "z 0 1 I -, " I ,. I , vau 1 - I I I Y IN RESIDENTIAL OR RURAL AREAS ZONING 11 , " 1 1 / . ".. __ . - ,, - --,-- . . 0 , ... .. 11 . I . I I I .......... I 11 , , - - , . . :/,: , 0 PROPERTY LINE, AS SHOWN. I - 1 CY) O.X_ 0" t; I >___ 1_ 1_1 \ eN 0 F, - R SCOTT . C, z) Lil- LI) i n_,61), I P, -o 0 , . /'' , , , ................. , , 1 U. . L,, , ". , "", I ': ,_ I I'll 0- ,_1 - 1 11 _11, . I . I I '' .11, I I . HALF FOOTCANDLE. / " ,, " ,,', 1 17, I & I 1 - , ". I 1 1. 11111.1 1 " , I - -1 I - 14DISTRICTSSHALLNOTEXCEEDONE , . ,.e,2, I/ . 1, I /I I .. %"I I . 11 , ", " I --- I., 10 __ - *0 0 .. _ ..... I ... 111. . I 1, , . I , BUILDING B _ I ' D I II 11 " - , / " I . -, . / . U, I I ..... ..... - .... I . 1.11 1. .,, . 6 THE LIGHT LOSS FACTOR (LLF) USED TO CALCULATE THE PHOTOMETRICSL_ I 11 1, I , I , , , , , I I 1, / 1% /I ,/ \ .. 11, ,. I U. f I I ,,- FFE=391.67 I I 0 . . . - I . . - , ''' * '' W I I 1, . . ' l . .b.o / . . .,. - ..... I I I 111.6: , . EQUALS 1.0, AS SHOWN ABOVE ON THIS SHEET. - 6i,., I I / I ;,, I 1, " . 1. - , 116 I.: 11.1,ye-, 0 F, - - - I - - I I I I *. 11 , ' ,., F I " 11 I .- I 10 - I .... - - ......... I . .. - . ., - i.,,',.;,',,,,,..,',,'."!",,",?",', 1`111111..i -E .i 4*11_"`, , .,,*i.i"ll-'I'.!i i!!i!,i!r.,...', ,?f.,!,-..',,..-,,"ii",,",,,.'I l'.1."-,*.,."".*...i?;.,'.1.1,"".'I'.,,'.1/1'...", ,',- if?,,*`-,-., "111., / - ' L,/ , j z 1. - , --(-9,,400sf) . o *Ql 1- CN . 1, / , A "', 0.1,i . _.,_:,. ,, . . A k , . -_ , OlqI / I / I I P ,4 - ., - -- . 1-1- 0''. - I / / z1 -"---'` 1" I .1 . \ I 11, , .1 , ... I . , I I i. 1. - ., I " " I' I 11. I . I . , I .. ... .. I - I 1. -111.1.111 A. 0 10.0 . I IJO'l , , . 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I ...... s r . . I I .... r . . nts and CFIL //-2.2 ' :: -' -A' ,, -1 , . 6 -;, - ..; , ,, , z I - 10.0 - . I I . Longef- life and lower rnaintenanve costs than incandesce . , _-_ ._z , _ i I ..... - . . . . . .1 .... I . 1. 1. - 1. I I . . 11 > > UI I I ,p 1. I - I I., I _ I 2 ,,, 4 'k. ,' ,' 3 7 I. I.., I __. 0 . I . ... I I . . . - - 1.: . , . , . - ... ". I - - Dimirnable when,used with 0-110V dirnm-Nng 5witch / i I I'll " ,., 5- 3 /., . . _. - . .. a. I ( ...... . . I . . I .. . - Formed hea.,y-Uauge alummurn housing. 2: ii"... , I I . .. li- . 4 Z . I I . I . I I I I I I . ( f) UJ ,. 62.0' '6. 2 t , t.0 Extruded anodized door frome. i .. 1 h _0 I I I .1 b, b I I -,!,. x . , / f I . 7In I . '_.__ I 1, I I --- I . . I . I .... , . . - UJ 11 I -- IV.2 .. 1. 11 . I.— I 1. I . I 1. " I . . 1141. . I'll ... . I . I . . I . .1. . I . . . ..- 1. ,- . . . : . - Tempered and gasiceled alass; Ions. Aofthh. _ I I I il, _... 1 9 2 , , *7 3 2.5 . 5 /, 9 * /. 5. .6 1 . . I I . . I . . I .. - . - Hinged lens door _ E.1 -r I 1111, 1. 11 . I - . 0. - ) 1, * I :,! . . . . . . . . . . E 1111. * TA ercury and Lead fiee;, as %mel I a a UV an d IR ftee / /'O. -,,_, 4.3 . 461 0 . . i iiiliiii R,.ii :ii,.Rll / z I 1, 0 - hg nt Qn to U1 brightne.-a / /_ / , , 6. I i I . . - 6, . 11 - I I 1 _ 3 - - 10.0 ... * , /"'"',, *,", '", -, - , , , 1, *:, - " -1 , ",-, ".'' , , I W - - , _ - I - , ........... * ... 5 .... , ",. I - I . - . I , , m, 11:, g,gllj 1:ii. z 2 , I ;3 0 . , 1- , /66 A`6-9 1, - * - * , -, -,(>n\ z 1. . 2_ liP __ 7-. ___11 . 1 -5 8 . I .... I I I . . - . . I I . . 11. , . I I , . I . , ,. : ,-', T,:!;;. I " 11 J , 4 0 n , , , , . . . . ..,.t,t,:"..,.9,l:ii;. I I I I B." I I I I %,,,,,i_!i; g ., I " I - . .. v 1_ , . . . I . I . I . , . . ,., g J , , , , , : , , , '. '. *.' - Field rotatable oplical tray. 11,'l "ii iii; '1 I . 1 I 3 .g,. 2kZ I _11.1'.. . . I . "5 8 .-' j *0.1 : I 110-4 I -1 M_ I lm, . 7 Z5 , - OPTICS ,,, UIghtl - Damp 2ocation.raied / I I _, 11 ,., . . I I 0. I 0 .Ji, -', , I I , 2.0 ..... __ F - . I I . - . I 0 I . . I ., A I . - lk ' 11.11 W1 I 1, -74.4 . 1. 11 11 I . 11 , 1B . 110/",;i ii,.:; I IINNI. j _JIa.0 Ls .. -,"%# .. 111. . 16 . I . . I - 1: , - Choice of HES Types: 2,3,4 or 6. I . . I I I 1. . 10 ': - . 1. 1. 1. 01 1 ' 11 , . . * ., i , , :. -.,. . '' - I , 1". - . - - , '':,. , "*.'.' - ': Honzorilal lamp orientation. L I I I 3 , , . I . 0 . , _J I I - , ;4 I - , /Ai - 7-/ V., '. . 0 lu . . I I I I . < SPECIFICATEONS /_ 1142 4; . - .2 , ln IN - , - I _, I I, d./., 17 . . . . . . . . . . . . I . . . I P f / - W I , I I I I J .5. i * . . . I . . , . : . .. . I I I .All lampsabove, 2SOwmust be R0,I type < 1- I 3 4 , I . 2,7,_ , - 0 ... , a I I .... I . . - 0,_ - . . I . ....- 1. ...'- 1, 11 . r 1 . I I., I I A I . - I .11 ' 0 .. I ' "0.3 . I ... I . . .1 . 11. . . I-' .. , , , _ 1 I.: .. , z: I .' ' ;. , . 1. : I ''I - 6/5 ......... - - - . . - - I - . . I . . 1. '. I %I.i I ., 11 - , 4 . Q., -,p ,:_ 1--. Q:Y - 1. , , 34 * 3. - -" . ' I . . . AVERAGE F,ATED LIFE 35,UGO hrs fA' I . ,., . , I _1`14i I ' , /, ELECTRICAL I" I / / /// , _ /1.1 2.'z , . , , - I , I . 0 - I - I - . I I, 1-H - I.. () rvoo I U -- ___,%,..; "9 - ./. . . , . . 4 . . , . . . . . . . . . . . i - High power factor ballast. T I . ........ d 8--, . I . . . . . . . . . - ..... . . .- ... . 1. . ". . 1 a . : . . . . - Tray-rn ounted ballast with integral heat sinkI . . I . I I 1. I I IN = 11 _,, ' . 7: - ' 1 I-- _ i , 10,4 0, C"60w4oQ 2 : 1''.., *r-, - - POWER 120-277V / 1o. 5 _1y, I I , I 41 -1 1-% :1 I- A 7/: .. .. . 11 . - 0 . . . . . . I - - - I - : % " " , " ` .'.-, .. I I 'I, I 1. ..* , . I., . I '' . ''. - Vi pul2e-rated ponvelain so*p.t 2" A()w-,'(W T I I I I 11 I - If . . . . . . . . . I I . . . I- - . .1 . . . . . . . I 1'.'_ . -" ,. 4 4 . I. , 1, All mptal halide fixturea are pulse start. I- ).. I. _ Ln LU I -1 -- 1 1 I I0 I _ I . _3 1 . I I I . I . . . .. . . . . . . . . . I , I I i , . , 1. I I I 11. I -L II I , , 71W . , . . . . I I . . . . . . I . . - . . . . I .1 . . . C - . : . . . . . . - 1 I 7. : 1 ' I 11 , I , / - ,". I Y 5I * . . . I - . I . . . - .. . 1 I Im , I / .7 __ .-Iz- a I - - - . - _.__ ". r i_ - - , , ..s . 6.5' ', 4'o 2 A , , / , , '' n`/ " , . . I I MOUNTING I 11 . . - . - I . I . - I . - . - I ... . ... : ... ... .... I , r . 75* 6-2' "/ ., 0/ _:-1- _____ . 1 - I 14 is' BEAM I . V,:2 / . I.. .1 <. __ 1 `0.2 . . I . . . 1. . . . . . . . . I - Direct:3urfaoe mount I , I &) /,o . 11 . . . I . - . .. . I . . . . . . . . . . . . . I : . . . . * : . . '. .-. . . 11b _' * 0 I I I -3 1 1 , 9" arm with direct surface mount (optional). _ 11 I/- / , Z..' , , I I I I 111 ` 'O I li / ;6 J - I 4-t7,1 I . . . . . I . . I I I I . . . . i . . I . . . I I . I . C 11 - - ._. - I I q -qlv_ - Post to -p for T or 4" tound or CQr,c)" square pole (optional). _9LI I , V.14 , . ,,, 0.7 ` 0. 2 1 I I . . I I. .; - ". . I - 4. 1 I . I ''. - __* J - t, ,,, 4 ".., ,_ ... ... 'n", ".1 --I .,. .. - 7" 0!,3 ` " / ....... . . I - Adjustable arm adapter for squ are poles (Oplional) _ I I '-,, J 4 --, _--- - . I . . . - . I . . I . C. . :D 0 I 11, .1.1.011 .6 ___- 1 z U, 5" 11 I .. . 11111 I , ilQ , I - / I 0-0 I . '! - , f ,_,`0.2 0 1 ("`, I I I : : , *. '' , , : , " , , , 2" 1 . ir , / , . I - . I . . . .. - - 2" tenon acip-islable adopter (optional). TDINWINGG -10v 5XI 7-8' 9_3' 1 1 , 1. .11 . 11 I . I .. , , , - 11" I . . . . . . I . I . . . 11 . I.. . - .. I., I .1 . . .1 . 1. 11. . . . I 01. , . 10 . lop . . . . . . . , 0 11111111111111111111111111111111 1111, ..... I -, , / . .. .."I 11 16 "., t". 10. 4 1 1 11111. , WInoiclaDiz, 4_4 bmi8e Diz 7.9' Inzii8a Diz- T -S" 11, 00 I . .-/ 1 0. . , 0. dlI .. . . e 1-1 lt l _. , . : , , , , , , , , , , , , , * , '. , ' _. _. . , I I I . . . . . I . . 11 I'll . '' 1 . 11A' 0 1 , , , .., , ./ U I . . . I . q I . . I L , - '0.0/ \' (1) I . I . . . . ; . . 11 I I I I . 1. 11 , I - - . . - . . . I I I IJL 11598 lisled lorwat locations. _ III.. . I , 10, - I - I I I - - I - - - - - - - i _ __ WARRANTYILISTINGS - U I 4 1 , , . . , . I '. ,J IN G C - . I . I . I , - . . ,/ I . 1. I X, : . i : _B 4L / 11 11.1 . 111. , .... I I I . . I . I . . I , . . . 0.0) .:::: I , , _." - _ I - I , I I . -1 .. . , , I . . - Publishod one year limited "varranly- 1 - . . . . /.. .....:. I - - - - - - . . . . , . I . . . . I . . . I UJ - i I V_ - a : I I . FFE=390.80 . - . - - . 11 .1. I ... ... --.. 1:- '" L' . . I I, ` 1.1 . * 0.0 ... I .-. . I - . . I-- ... . . .. , , z , ;",;: b-9/, ... - _" . I I I ." 9" ann riot included, Sao mounting accessories. f I 0 .1 I , ", I .. . t , , , * * , , , , , . , . , , LU il ', "' I ., -7, - - - - - . . . . : . - , . - * - - , - - .. - , ! , 9" arm required for all mounting at 90'. 1.1 -IN -'-` .."'.....111,11 -.. --- 'n r) I I I I,? li 1,11!r .V I I . n . 11 (8,520sf) ....... , . . _ 1., - 11.-` * WI4>1-, I I .. ... I . I . 1_14_1 1 . . . . . I . . . . . . . . . I I . I . I . I I I . L" - I . I . I . I Ordering Guide Example: SLH402PMADM-8 LUI . I I I I M..- 1II I - , . 1. I I _____ 1, . , I I I 11 -11`11111ii.`, , . I - . . t . . . . I . . . I . I . . . . . . I . IMENNlmml`,'. 011" *1`11*.*i , z A, *\I- , 1' -, 0 - . , , / C!f ft'.. " ,R . 1 ..'?X, ,", lg'R.." I11.11,,''"1"1.1 I II',.",?'.*'.1*11 l..."'*, Rll - i --tffll / (D - I -_- `i 3 "N','. ii .., . i I I - . . . . . . . . . I . . . . . I : L . . . . . . - 1. .1 . . I/ i- i - '. I . I I a, -g . . . . . 1. .1 I . I . . I . . I . .. . . . I - . I . . I I . . . . . Ig.,,.,, . - . . - - . . . . . . e ..... . ,,, , / / 11 ,,;;; " . I I . I I . . XI ... . . . . . I ,!X., * -1 I . . . . . 1, . . . . I . . . . . . . I . . . . . . - . . I . 1. . - 1 - -1x - . . . I . . . . I . . . . I . I . - I - - co C.4e f'-`,11` 11` t ..! z 11,1 _____ G . . I - 1. I . . . . . I I . . . . . I @ .J X - ,__ - FSL FH ] F4 2 ii-, 141, 1.11*. Aw , .0 . . _J Y .-...- I 11-111, 1 -.1'.. I - I... .:::: ,,'::::::,\",; .. ,. ft o F FAI Fml El - F8 g,,','.,,_.,_, ... . z.,,,'_""-m,.", p, ;.,.:, . , "".' No ".,.,\ _! p I I - I-- j. . , r ... - . i ". -Mi'. i!,..l?'.'ll i""--Ill";,">:.."";".; .... ... ............ ..... '. ,K.'&i;X.-:-, ' ' ' 1; z::-g,1,.g, 1 ..'. -. N_.. " , - P11.'..',' . DIMMER CO,MPAT]51UTY* ,,. .: F I . . . I ... I 11 ".. 1. . I .11 . . , " , i .. . . '..... I. . 1. _ 1-1 ... 1.1-1--l-1-1.1-1-1111- I . . I I I I . , , I . . . - 1 -1 I , M., /,,. , / a I . . I I . ,/' ' L ...... g,,,!i','.,',," , / 11 , 11 **.* , ig 44 11 r , *** ___ - . I . 1. I . I I .1 I I I I D 0 0 L 0 L E 1:1I . . . .... --- . . .. . . I ... I , UJ r ^ I . : I I - - - - - --- 01"". . . / . - I 0i'? '.,,, ill. i-,I - I I I I I . I Lw"n- M-4r_Z101, DVS-PJ_WH, DVRI-W-H, NIFTV-'vVH ig,,,,;,,,w.. ....... I'll I . I/ I , ---, 0 1 . . . . . . . I . . . I . m I I .. . . . I . . I . . . . . . . I I -1 . . / . . . . , . r - _-, %of J I I Serie Lamp Ofientation wamage, Distribution Source Mounting Options Voltage i I__ . . . . . . . . . . . . . . I . . . I . I I . I .1 - I . . . . . . I . . :,. .. . . . . . . . . . . . tfr`, I C I I . . C a, - p -,T S F 1 0 P -W '--.19'1;1*',."."'i . I '__ . . . . . - I I . . . . . . . . . . - . . I . . . . . I . - I - - - - . I . . . i. I ., ire 20 (BT28) 2 -Typp IV PMP,PulseSturt D1111-Durect. Mount 1-120Vi ig,g 0 "I / 0 /' 4%. , , ____ 0 . . I SL=, ,Lytpr 1 -1 -Horizontal Lamp, 32=32 I I ... I .... I . 1. - F - '- ............ . .1 ..... / . . . . I . I . ..... I . Q = Eatan: DFIOP-C.1 0 A ... _,-, / / -Type III 2-208V . i I I . 35 =3 50 (BT23) 3 I I I I I . . I . I I , . 11. . ., .. - . I I . I . . . . I I . I ,. . I . . I . . . . M,.*'." I %%% - I v 40=400 (BT28)2 4 -Type IV 3-240V t / , , I U < i,",.i I . I . I" . . . . . . I . . . . . . . I . I . . . . . : . I ,.... m , . . . I _ ell '. . , . . , . , . , , , . I . . . . . . I . . - 45 =4 50 (9M) 5 -Type V 4-2T7V 0 1`_ iIThalimtai&nm HZ?Qbohmi,-AQct dprc,4 tbn rk=cL,5,,' V 0/ . . . I . I1I ... I "I / - 0 1 1 1 1 I 1. P / . . . . I I I 6a"zatWT=1do,-.f%L Alpw.lbta,-&JactziaalQgdticra W4-.'tbe i="= ,8 * i * 4%k , " , , ,- , - .- . I /" , - * - , - . , , , F- -J M'!! ..... "1111 . .. - / -480V - gnmazt4,ar d4mrwT,:rQ&an2de.cyvw"Kt ,,:::;::, . I / I , . I . . . I . . . . . . . 75 =750 (BT37) . 5 b r I I I . 1 ` - 12OV-277V1!111" - I I/ / 0 "** , , (. ) I . . '' , '. " , , -, '' -''' -, ' , - , '' - , ''..' , - I _ .* .. .1. . - / ...-, .__ . ,-, /. 8 0 , I,.',-,8iili - " . / / / 0 . 1 I . . . I .1 . . . . . . .. I . . . . I., . . . . 1. I - . . . 25=25Q HEI) LX-1-figif Pressure 2Sodfurn uJ I . - - Lu Ln t. Iii " , 11,1 , ., , . I . .1.1 . . . . . . , , , I . . I I . I'fl.,R.,." 0 . . . .. I I . . I , . . - . I ; , '... . ''., . r . . . . I . . , . I . . . 0 2I011 ,, / 04% ,_ . . I . I . . . // 40=400 HEIS) = I I I I I I , . . . . - . . . . , . . . . .... ..... N 0- EnII /0 . . I : , . I . . . . . 1;:: - f . I . I . 11. ,, ` . . ...... . . . Ili*,l , I a . . . . I . I , . ... . . . I ... Q, * ! - . o . . . . . . . . . . . . . . . - I jj - ', " : . CID / ij-!*-,.'::.,,".,"""?"".",,.. .V, / Mhoww"11 . i]!g.',. i , . . . . . . , C) . . . . . . I . . . . I . I . . . . . I -. 1 .1 L'. i].......] ...... , ', - '. , z . . . . I .1 . - . . I I . - I I . . . . I . . . . . . I . / 125Q?-40NVaAWIe1u lri"de,pp ou5ina-45G-i5D)ViavilaUleiitl2'c ephofising JOB NO. I . __ - I i-, F I11 . - 11 . 11 I , , 1. - I . . . . : a . I . 11 . / 0 1 - I I . . . . . . . . " . . . . . . I . . I I I I I * ; I , , I Requires reduced ouff,,rpecfeed larnp 1. I ",I , / VDOT 0 I I ,.. " . I i,:--' . ..", 'i ,I, ., I . . I I . . . . . . . . I 1. '. I . . . - li-'i!.-.`-`..'11 . 1 , M I I I Type 11 di,stribullonoayayallatOin4QDWand ndcoMelal Halide. R ) ? , . . . . " ", . . . . . / I . / . . . . - - Hontontal itarT) maurafixturn proviOndollit Par Glass I-tim standard. 132093I.....'li.."'!,,ii g ..,'.$-",*i G , " / 0 - - I ... . l,:IjllI , i ii ii i].*,,.,,*',.".",.,."",,!..it*:,:.,:l,I *,K , 1. t 41.,!. - maa.n'. . I . I ... I - I . . 1, I . I I . . I . I , I I 1 4 1 , I I I I I I/ ' I ........ / j:::, aiiii, I I -4=4b - 11 ...- T-,:,;..:: , ... 4 X.i' lil.? : -. 1-1.1 1 7"-.O I I0 I / . I ir . 'i;i,I. I I .......... I . _ 1*.-;ili! ...;.:.;,s, , -__ 1 ...... I . , ... . I - . . . - I 1,_1 . I ... I . . 1. I . . . . . . 1. I L .... I - ". . . . . - X __ I I I I . I . I . . . - I I 2.346 Vatuxnall Road - P.O. Fox 12911k, . X;:::.: I . . . . . . . I L . . . . I I . . I . . . . . . . . I . - . - . I - - - I . . . .. . I I I SCALE k L' .1 : , ii :1 I Ift, "t . I L I I I I I I I L . , / ,& U.-Mommirawug, i,%.g,g: .'.. % . i Ig' L' g '1 ' il i e,,.I.:, I "...- 7 1111 " 't -0 ,," 4; I/. - _ M., 1,,. 1,11,0.' 1!?; I I I . . ,.;_'. _ . - / . . . . . . . . . Union, NIJ 07083 1`11 ." , _:. _', I...- I I . i 4 " , -, - I11-, , !--' 11. 1a - - I -.. I ..... I ---- ; ... -11 ... If1: :: 11 L I - __ Fe_n,:e _- - I., .. . . ..... --_ . I . . I I I . . . I I 'L ' * - , , , , , , , 800-3 34-22`12I . . . . . . I . I . . . . . I . . . . . . . . I I . . I . I . . . L' I 1-1111111-111,11111 I I . . I I L - / _,'", , , 1 =30' i ----- - 1-11%. .1 - , I . I I'. , I . I www.exceline cornI , ". . . . . r . . . . . . L . L I . . r , , . . . . . . . . . 11 ::::. . ---- I . I . . L 0 . . . . . . . . . . . . , . . . . . . R .-., .. ` - 11" "I I , I * I , , ". ,__ " 11.1 1 -.I- -1 11 - _ 11111, ") 11'.1.* / 4 ,,/C, ," -- -_.. - ..,,_,,. . - I __ _, 11 " 00", ", , t.,: , , , , , I. - 11--, , ,. 1,,-%* -,-w ", i:*.A,_-.- LL I , ; 1 -1-1- 1,110-0-1. i -11.1 ll.- I",,%,- ll- ill.-V,*-ft,,,,".....-I I__ ..',',,, ".., L L . . . . . . . . . I . - - N' 101. . '' e.,.,K - ''"""'I'- ", ExceLine is a Philips group brand Product information is subject to change without noticeU-,, ""4 _:,.,:-,:-,.., 1 - , , - "", A__.__,.,",. SHEET NO. I .111-1- . . - . . . vffi_.,, " 1:.,,,,- PHILIPSRiW - '- I -, " .-L _ 1--1-_c,0N*W_ L I . 4 - _-` 12 1L ", 11110L------ / 1 1>__ v / /_ y'_,,'-_' \ 1111" - / " CL. <,,\ Q-A AUTOTURN PLAN: SCALE, 1"=30' m r4LEFTTURNMOVEMENT INTOt- 1 I I ------------ DEVELORMENT5-IOWN FOR THE 55' LONG 11 DESIGN VEHICL__PINTERMIE-DIATE----- - WB_ B_50]. SEMITRAILER,' WB -15 IWB-501- 9 EXISTING Ln STREET LL PROPOSED RAISED, GRASS MEDIAN tS Lu 0 1. z cn WITH ASPHALT, AS NEEDED. LQCATIONOF EE THIS SHEET FOR HORIZONTAL & 114 A- rw EX VVL 41 RIGHTTURN MOVEMENTOUTOF THE DEVELOPMENT. 7Q L lit SIGHT DISTANCE PLAN: SCALE, 1"=100' 2iY y LiNt UF SIGHT VDOT R/W a. b 6) STt , STREET E)(TE 16E6_ ROUTE 63:1VAR, WJOTH R/W DESIGN SPEED 45 mph PROPOSED RAISED, GRAS rgC FROPEIIOQ MOUNTA13LEi( A k. EXISTING RIG TURN LAqt, 10 STO ALENGTFi VDOT Rj* ------ 1 + 2+, Uzi00-L VDOT R/W V- 1 A PPRQXI.jMA,fE-LOCATION OF EXISTING GU BE -REMOVED WITH THS P AAZQRAIL.5HALLIR N'RAiSEDWI ff AFTER THE -SITE, HAS BEEN EDfILL: GU % PkoPb!i AltORAIL SHALLONLY"BE' REMOVED A-FrER-'VI)PTINSPEC-,TQR'§ARPROVAL. EXISTIt,4 J GUAR IL LOCATED NOR H, PRO Iti jo S REXISTIN4FTURPiLANE-T& z-__ -- E IN& DI) OF-PAVE'W EXISTINGTIE-IMPR0V,-EDAS_ SHOWN m TING UUARDRPNNE-CTION &THE PROPOSED EN -TpEDEXIS71NRAGGkA 3 1.8MEVELSHOULDER A LEFT TURN LANE IMPROVEMENTS PLAN: SCALE, 1"=50' EAST 6--- --------- F k ---- -- -. 1THr-`fKAlL ED AS NEEDED' Pak kIL BETWEEN TRAILAN RE MOVED AFTER vs O PROPOSED ERW AREATER WP -i DZ[AIL ON SHEET 9 gyi)'--- EXISTING Mh SIGN ELCOMETO BIKE LANE5-- RE CHAR SIGN TO REMAIN S. F CULVERT V0 R W, R ON SHALL INCLUDE ACO'NSTR TAT e C IN SMIENM --------- ----- -------------- LL > ll lm EMENT WWID G PER VDOT rYSTI) ojjU' TO -b J)ETAffi Is Qw 38% TW ON SHEET 9 q GIDE L"ALK 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+uu 4+0v 0+vu 0-f-ou 0_t_vv 0-1-ov /+UU /+DU ?J+UU ?3+0u SIGHT DISTANCE PROFILE 5th STREET CONSTRUCTION NOTES: 1, THE MILL AND OVERLAY ON ROUTE 631 SHALL BE IN ACCORDANCE WITH VDOT STD. WP -2. THE MILL & OVERLAY SHALL EXTEND BACK TO THE ENTRANCE RADIUS RETURN, AS SHOWN. 2. CONTRACTOR SHALL MILL AND OVERLAY THE ENTIRE LEFT TURN LANE AND THE ADJACENT THROUGH LANE, AS SHOWN. 3. THE PROPOSED TURN LANE EXTENSION SHALL MATCH EXISTING GRADES AND EXISTING PAVEMENT DEPTHS. 4. THE PROPOSED LEFT TURN LANE EXTENSION INTO THE SITE IS OUTSIDE THE LIMITS OF THE 'WELCOME TO CHARLOTTESVILLE' SIGN. THE SIGN IS LOCATED 360' FROM THE START OF THE TURN LANE & THE TAPER HAS BEEN SHORTENED 100' TO LEAVE THE SIGN INTACT. 5. CONTRACTOR SHALL RELOCATE THE 'CAR/VAN POOL INFO.' AND SUBWAY' SIGNS SHOULD THEY CONFLICT WITH THE PROPOSED SIDEWALK. CONTRACTOR TO COORDINATE WITH VDOT INSPECTOR FOR FINAL PLACEMENT OF SIGNS. SCALE. - 2...=5()'(H) l"=lo' (V) z: D 00 Z m W' 395x, uu V-1-ou I u-tuu IV_t0v I I -tivv I I 4"Ov I L'1—uv I z__l_ ov 11 cn EXISTING Ln STREET L 0 LL PROPOSED RAISED, GRASS MEDIAN Z ALONG ENTRANCE C/L. CONTRACTOR Lu 0 D TO 'WARP' CURB 1"± AT LOCATIONS0 z cn WITH ASPHALT, AS NEEDED. F__(nLn I— xLTu 395 FIFTH STREET LANDING ENTRANC kmi01 P 1; C, SCOTT R. COLLINS Lic. No. 035791 IV L 3901 11 390 EXISTING 5th STREET THRCUGH LANES TO REMAIN MOPOSED E TRANCE FINISHED 385 GRAD:- qln- ALONG QE MLIAISI) WEST 385 SCALE: LLI Llj 0 00 It 0 0 00 w uj 00 C5 f'=5o'(H) raj 0) 0) v) li3 tai. 0+50 1+00 1+50 FIFTH STREET LANDING ENTRANC kmi01 P 1; C, SCOTT R. COLLINS Lic. No. 035791 IV L 00 14W Oftinill rruffta_ PR()FF-F.R STATEMENT NjIllitib.41i 4MA No 201200007 UIP 0760V-W-0()-U56A0, mid Portions 91' IMP 070MI 4*0.0- DOI )Li- tend tif 1,M14,074filf-00 ASCO vinivistirtS of0 430 goro. rnoixi or m+ u Rhown on Altuhineut A 11iZALIkIMA FIT 111),ameflIA, T'l C 11 Virgicul, himaj 1whilkt) eolllrany 1121L AlAgalau w4mbar 1 2016 1' I' } latae stfrrent 11,C nVmDrita luited lfiillfllty tompolly, to Owner (the U0%"ee,) or alhi L11,110 vropt-riy-) wiikhik orivairims ih%guiation ,MA 4o 2pl2ilt)w7 g -pwjcci kjjou-n w-3111 Strut lki*Vnwat adw ftiw"), fttmut to Section 33 of0w AlhiNnerlt Ooimry ?Amn ()rdinarim Cw.lojr 18 orlho Albemmic (``mmiy Code), the Owmr hvruh> , vc1uniardy PID1100 1114 OndillfM lowd below w- heli ihall d,striotidvilil%W above Aiv pmMmd in a rAul ref the requtuiled MWIlIng and The olvnot "hilowledipas that IN wirwittow arc Nosonablo rAch signatory llclowwpmr, cin IldWrof ft owrior covert nts and warwifis IhM it ix an gaulborized silginjim t)T ON Nlw for this Noffer %%=tn't I 'Ju lio,inito ilrmwgy shall bo in !he ,weasel locatims Maw% on ]lie. attached volicapigal plan CT91flud V 9TRUT 1 rN1l'lA)PMKN1 APPlJVA'rlt)N PLAN' 4awd 11acamber 4 2011 arts u*tod arA last ilelcrminod 1)), aw Dimlot itYlimmIng aud Ymung Admints1rulor Minor imidillmillyfla its the p4m) mlliuh ury un veftyal ucord with thc gmixtral lowloni of b0dings, utiliviuyo. rckuuiinm wallil arid gzDtAp rmnts to rm%vay mai, be mt4ii to oriollire oompJimw wilb 1W Zatinill Ordinme, is 3)tlilicutluna ar& to he gnriA,1dw*d in ii;m3 of mirantrAny tit julprAns firiput onadjoinlitis properlim Awhitoglural Aovmw 13err d or to omply with ttw VWA flavilrd ()vwlay DiEtridl 2 ' sacs of tho Pro1wrty #bull tv linumd to than: 114ivd In VIEWhment 11 I vehiculuxe,40b ft it I,h Bit= iotliv prqJ".1 Shall wilh umid rar fall turn mm'Vincritii fmm Art 1,14riw-I tied ride-1nYi01 W trilffle movemenis DrI4 as 4WWA nn tmiruncvii and will N.".nucruewd in goviduricitorimn1h W ) WOOF 36 Public too (rdmau 5 1 A2). 7 ',,=Per m) mistruation bea4unirtursentad joinNmry 00nainvallull Aoiw w yards (ftrvriinue 51 18) 36 1114 ifs 39 11901114 Oil NI0% Iffid (11SM111,111011 (1`01101`01190 51,20) - Tata pwary i residettttmal rrlol i It homies (rtfm= $ 81 41 u" pt-trniftli by rig* puTalant to smbseacm 42. Inn am athlotto facilACN. Q f4mumV ma ket (wf=w= 3 1 411) 44 sitturnwider maimWiirmw fadli urm Aw1wri on an npprovhl final Site Plan ariuibdivillion 111141 45 I)v I and 1 ter H porsorml win-lem =Nirc fiimlilta3 (Mikiruttv 5 140). 46 Storage yo*, 47 ii liilaliaii>ta+ent tism not exceed 4,D00 squato lbo per Alto; provided heal tele Won flooralu of Aht' imlUblinh."MI maty !a%vAd 4,000 1;aare &.01 -W -Alto Jay 4mill txwp1Iori WiDveil by the bmudof Wcrylstsm 48 %XW 1 rYU1144, jiwill flu0F afm of 1110 wAbl,Wimeol dm not cxmd 4,0W sqiniro fort ptir mto, povided that thl. tri m 110or =a tif lha lalaliiilia all raq aXaad 4,%o #qllarc pf',iii pW ji;llo by jilftial eXft,4VJ1on Q*MVJ!d by the hhar4 of SuNrvimm 49 wm niw ora Pritho vjilllblvdirriont d= tint wd A f1 squaw bel pot Am, providod that tho-gr%afloor 4ma DI'llit. atablivitmeol rnuy eycWJ A 000 fqtaN Not Va clic by vwlal oxcepwn Ammetil 4 411c bow oringwVIAM, 50 Miw4broulih whAows Qolba'tiw 51 60) (Added 34-1 t) 24 2 2 BY 611RIAT 1.18r, PE&N111 1U tt)ll*wj3111 um sbgll b,-6 pormitW by 14pacial rasa pertnit iii the IX distract I Corrimraiiii T==non wtaNA#hmwfl uncluding but not hM11Qd to iimuscm.m colitermbowling illico, pool tolls vW danm Nills, Saivi: iurtk Wes wid iAatvd suryi4m 4 VolainuryWrim and haspitul (T4mcio S I 11) w4t lmllmllul all fulfilwiii ifeforciloe 51 12) 7 410801*lbi, ituraln's 1110)MO, B Auctilon howen. 9 UnIm all ow are otherw1#0 I-4m4dod in tlala iretttrirr, uses pw7nitiod in imation I a 1), rasklierAlml - R -A 5, in compliance with replations oaf thrill Lherelm 1,mmcrmal kamIN - indow rnly (reArwm 51 11) Stand-alano parking and 1=1 ins simcluftm Wkiftmo 4 12, 1 14 1) 22, (RVoulud 5-2-10) 13 tTseafaua intttcxili3'ri ttil„;raulscrv iyfraltlat*seer,m*rm)3vtaagitartaanf+4nnessa:;dlzzs:t us hundred (400) gaitomi per silo wrii, per day Um parmnited by Ashf, real wy4d by piihlic scww, Inyolvmg ainticipawd avebarp ol'Atw4gt, other than darnainto w4wim, 14 Warftum facillinu not PC= lited untior nolon 24,2 1 -(rollorenog 9 0), 15 Anurial sholtor (miemnat 51 11) 16 nor III pwvowl wirclem mvim fhoilUicm 17 slam 0hup"i, NOW Nw WAW improyanuents shown un tha 6W ho4l sliv pian, The Oww-Askil pffivide lbr an &WIlmal The Owur shall grant An womcall to dw County ftn' 619 "Pratilive'NII Caart*mloe'ag intarantutecdon and trilreu aind/or aFm It r ft umr on the romaindar of TMV shuwp on 11w em"ptug plian, prmallid th,31 ft i;l!"Aj orcilionwint in tho Ccunly rusty include v shown on tho Cq=PtuW 14M in Wniumt4un with tilt rovernmils shown on the first trial sue plexi, proNlilaw- An whiob ft Comy holds dw Owwr hmi*isa w provlOcd in Vqlnia Co& § 29 1-5090 L) The tutimat dmil ba wwd mqthln 9(f da" of IN: Contyl;ii requvs) for 4)v trail camemunii. 'rho Primftivt Trail Cm naction shah be ft *oshw inoom tvn)y Bod shall b*,00rA1n1CW1 to 111M CIMS B 4 All oXV3.2 traffic impmventents and cin -she i*VroV0VW*.q dO4vwd iti matmito inor&wi iAa The ugrctls U; 5111.81fect shown Im the conuctitud Plan shall be crimplewd prior to,tie fltg IXTU rlattic Of Primitive Tmil CtratiO0110114411 ba shown vnftnrni fulfil Aima plan and inawltod hvillm Llwnvrin ou-4parity, pir"ded fluit sm) off-slic tmific %nqvavcnu29 ghowu on fila Corwcplual Plan thrall 1101 be, ourlurimitia with ft wiWvamentv sfixiiwn on ftr1rn t1nal slip pliln appyovvd for devulopment aftfiL- Aured &VDOT detornutw& that i1tv 0wilcolar off -she trofriv ImPriavonlow is not r64ijim-tt ptoptrny 'no primitivo Trall connualzri Awl ht. inaintarot 4 the owner, however at its discrution, the County may it"Mie mintalimm aff1w prunitivo lTafl Ctxviunon by onfurintug Ownim in writnig Ow it vail iakst tiver mairuoTwIvi; oftht Tari manv I riall Vxinmuutm 3 %) Deal of Dedtoation and Rmicivicni. orid Bill of &ie dated Apni I 20M,morded in jilt Cityk a 0111ec rif the CIrcutj Clelln County Vegmia In Dcod Book 1580 ptigeg 497R5 haxonwW*) Lwar Vmnt&l.un rt wrormt to the Coind) of Albolnurle, pircivi4nil; aca-m over 1hia Pn#ony tothic net rt Gwaiv n) IW4 O" i411111a A, In adghtwljr to ftiwivertinji; mquitmiants of Albemarle County ATOM-clurial FIN Invounctits, L) t, a VJrgmla limited habil ay otinipayry Review Howt aid Rowhin 32 7 9 orthe Alivaiarlit (milty Zoning 0MInafte. IhO Owner ShIlliprovidga VvActated lwffer for the purpmo ofAcreening the liy, deycloprivni ftom thu Gmniva) Threes ahown on the Vonco;tual Plan, 'Flus vpmt*d huffit *all tri pmvided in a numur wnsistant -,"th Sedivn 12.7 4 Of thu lilt managor Alh=arlc Zoning 0A&m 44d liv Iwidv&pnfi 44111 bo allnNyti on 4ho float tille plan MW imcillod " Puri of arty ovoommian Apmz an the flnia ** Flail for devolowileml ofthe pmpty 11 11hr, 0%Tgr M1411 comirlivi a %vhivular and padesinan tr=,11 wAv 4111 ravel Wa CIUMMQNW' Al T11 OP VMOINIA from the 1limpoiied parking ares to the o* of tho Oroun%ku) Tnul in Ow IthiIwil on jbc Cm;gpW Pion, 1W'rraivl NN Ay jWI be CJTYCOUNIV OF Ai, ft1J%4AAT.K ltmwll ix)mtruaml lo n=1 Qmz A (telae' zmnm, "A multi-usclahuW w pxh) mundiuds stAndt M&ml 11c *ftavel Way shallIngowcuutwiththeCmmi)'s I)oWp WA k 611wtIvrogaingPyoftrSixemni %vw ackowkilvd batblia mo this I at dA.N of &,plgm r, 201 be gh*%%m im the ft final rite pidn and Installed by the Owner in catij trution mth b h, turiWall Waom u Meriager of K*V hivammoitti, I I C, a Virgin ta hatited liabli it) civnpany he irn1"),,xnjlnJj phown on the fitit fml we plan appAwed fu develornew of the Property ThvlaNvl'Way shall bo inainlained by ilic Chtier 4 C 'la's iii!; esstiriat flea 1,tteaataarr tat'tiae'?'raa,f '.ray tali tli t: tiiics;f ual filial i ia3%atiia#iait>,rit. with tbui Frear icas btown on Alto hamml, U141 U Aqler Awl, ill )la solo mxpimn, propm md execute tin umnew and awmipan) init Immunt Plat, Jfn=WWY- "a it fom woeplable to the County of ,Allamarla 6 The Ow a' shalf holm Oil ud Hvikimg% A. ti and C, m sham it oil the CoiwtpttW Plain, dud are ilon -rgileettw taint tom or brown stow volom &W that am In saftral "Zt0d with dw Monticello vats-* Owil gukkMm ori pj*muIgftd h) 11to Thumaiii Jeffurson Fowidalam Nulat) UsItanlion Numbor 7 1'be Owwr shlill tvTwlilo for biuyiile actirm ice the property bg inclumfin at' bicycle 1wit.* In its ImpmVM0111stai lien ftmast of so tit, the first linals3loplan and jnftlle pry the (Xviierfat tuo4unown %mill -01o. tatipisrvertiewrai Rhown an itu- first 11nalsiuplan approved for,davelopiftent of the Properly 1 frr.165,y ar COUNTY OF, ALURWARLE Departateill of Community Deyelopituctit 401 McIntire IRoad, Room 227 Charlottesville, Virginia 229024S96 Pliono (434) 2"832 May 30, 2008 Katurah S. Roell 172 South Pantops Drive Charlottesville, Va. 22911 RE, SP200700063 Sth Street Development Tax Map Parcel 76-66A and Tax Map Parcel 76MI-1 Dear Mr. Roell: On May 14, 2008, the Albemarle County Boar of Supervisors took action on SP 92007-000e2i, SP Street Development to allow a special use permit for fill in the floodplain on Tax Map Parcel 76-56A and Tax Map Parcel 76MI-I In the Scottsville District. This special use permit was approved based on the following conditions: 1. The fill in the floodplain shall be shown on a site development plan and shalt be in general amord with the 'Conceptual Site Plan,' dated January 8, 2002, and must recently revised on March 10, 2008, except as may be modiNed in order to meet the requirements of the County's. Water Protection Ordinance, as determined by the County ginear, 2. The County Engineer's approval of an erosion and sediment control plats; 3. The County Engineer's receipt of proof of compliance vAth Federal and State agencies regulating activities affecting wetlands and watercourses. The applicant must obtain a map revision, a letter of map revision, or a letter of amendment as required from the Federal Emergency Management (FEMA) and copy the County Engineer on all correspondence; 4. The County Engineer's, approval of a relitigation plan outlining mitigation measures for encroachments into the stream buffer,- and 5, The County Eriginw's approval of computations and plans documenting changes to the floodplain. Computations must demonstrate compliance with Sections 30 3,2.2 verification of limb of floodway and floodWay fringe] and 30.3.3 t,4eneral requirements for flood hazard overlay districts] of the Zoning Ordinance. Plans must show the existing and proposed floodplain bQvndaries and elevations. Please be advised that although the Alloonmrie County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met Tfifs includes, complianco v%ritb conditions of the SPECIAL USE PERMIT; approval of and compliance with a SITE PLAN; and approval of a ZONING COMPLIANCE CLEARANCE. 17011 K- 4 701 W N irm"t tett ram M4 ju MF AMU Lit thf-al A ftfp A Pantip ;f"TIS's Avt 10 ftjo-vv MOM otd frust 4,ikflWAA; N400 .4 rpe 1 AR 119M Mhrl 4"vwrw MAW# ftf- V -W 0701 hrka alKfl T041- P Ufl Aft4 fam m-ua- OFAL AW M JW OA -01& n 4,ki FtY VA n;VRj,& MERIDIAN 1,0*m POrlop OR iter W mwn I 14, RAP 98, PAftw StA A 1A, U111*64w- non, &I"w0v 0a 21hil i C 49mon cmy{ hnsivitvakii:r+ #a 96,'a7 a P 17M 11M01 yJMffjA Pt6i Lbs Prig' Rwa* IV 44 A7TACHMINT It 242 PE164177110 US14 24 21 AY 1110141 11n fbilovvingum shWi be leant med lei HC: dtvtT1vA.svbjcct to the applicable requirommis of thig dwyAw Me zoning sdmitummiar after tion its with the direcuir of plamung imil tither wrapritne Wicuilm, may parnioit, as as vie by ngh4a um not 3ipwrically pomitted, firtivided 1'ruil utwh u#2 sh2it he simiat W um pennitiod by right in gmtrid character md morc spocifivelly similar in iermi of tw4monal mq*=wnta, efuuVilional tAminicticridim-4 visual Imp"t and traffiv. i9imummil. Affmls froin the irmung administratoes dettagm "I be au pawrililly pircivided in goclion 34 1 AU401M)bIle WmdrioA, 2 Autotwiblki Il" rt ir AM* Aw*mW# 124)) Bultdow linucfails MAIV& chuivii", UvinownO& 6 Clubt ladscs In&r=M 5 t 02) 7 (1myommicc flinrc& 8 UU00110MI, 1661111141111 and bUk MbOVIN, 9 rival Outlet silloii; - clowas miss Abu 10 1-ca;wid swd moraii (n4' us 11.22) I1 I Intimiiii Inknuilon& 12 Fn victlaigniher and amrAy produchi, Wes and wmice. 13 'Vim Wit r0ft-utt N "Ad JIM11711W (ftfcmm 5 109) 14 Amaral Imma, I5 pumilm #I(M, 16 Food od Smurry %umts indl Wing such qimally shops & Whety, cmid; , livill; and w ria ujw d=& Amp% 17 floux 446 basln= torviou t a &rootl& aue. u1ming, landsmpmj and 01hur Muir and mwWnmo umm& 1# Hardww 19 (Ropo"f1441) 20 1110141k matela mid )nlili. 21 1,10 wwthoti*1% 22 Marc hlawy avid equxpulml nice, wvloc and TOTAKI 23 Mobile hmno ad labile Wo and mvice, 24 Modular lnuldnw nkm, 25 Maim voluck- *Alm armce and rentad 26 New Autuar4iya PAS two. 27 Now9pW"whing. U Administrative. busuim mid iinAtalwall oillfts, 29 000 and hu4nm wwhtnaa sulavtutu itamcu. 30 lvatm# cdaWiNhinval, that loix! MEaUMdg, 51 now] nunam and armaimms, 37- sale of wqor r=mlipffll q-01printil " vChAl", 33 Waymdu mands - yagcoblex and agriculujiml p;v*0uc'4- (mfervnix 1 19) 34 wholilmilb -41#14butiorl M ht COMMONWEALTH of VIRQINIA DEPARTMENT OF TRANSPORTATION ImlomrVomidi CZOOK vion '32709 Chart*!s A. Kupatrirk, F.E. Comrnissiuner January 6, 2017 EPR, PC 201 E, Main St., Suite N4 Charlottesville, VA 22902 Attn: Bill Wuensch lke: P Street Commercial M -E Approval SDP -201.6-00056 A Dear Mr. Wilensch: The Department of Transportation Charlottesville Residency Trarisportation and Land Use Section, has reviewed and approved the above referenced AM -E request conditional upon the extension of the existing left turn lalle to standard 200 ft. storage and 200 ft. taper dirrien.sion Please include this approval letter on the final site plan. If you have any questions, you may contact me at (434)422-9782. Sincerely, Adsm 1. re, P.E. Area Land Use Engineer Charlottesville Residency VirginWOT.otg WE KEEP VIRGINIA MOVING t,•2a`6 07N SCOTT COLLTNS`Z Lic. No. 035791 QJkAL