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HomeMy WebLinkAboutSDP202000044 Plan - Revision Final Site Plan and Comps. 2020-12-29LEGEND: \ I \\\ \\ \ \\ TH 0�,� AP AIR PUMP \ \\ ODD ---_\ y� B BOLLRD \ \ �✓ \ \ \ 1 CO CLEA OUT \ \ \ SCOTT R. LLINS� \ -- 1- \ 1 DI DROP INLET \ \ \ D 0 \ \ \ FC FILLER\ CAP \ \ U Lic. No. 035791 � / \ R= =206.5 y \ \ FIT FIRE HYDRANT \ \ o � \--- �� 12 15 20 L=206.85 - \ \ \ \ \ - GM GAS M TER \ o \\ \\\ oqE MH `\ \\ j---------\ ^\\�\ \ P LIGHT SOLE \ ��`SSI HW MANHOL� V ONAL \ M0 TIORIL(G WELL SANITARY \\ z --_\ P \ POLE \ \`\\SEWER \ `!\, \\ \� \\ \ \\ \\ ST PROPANE TANK z \ \i \ - 0 _, /// 1 \ \ SIGN -ESMT. E - \\ \ o\ ---- \\ TELEPHONE BOX (D.B.\2706\\ \ \ \ _--- \ UL UTILE LID 0 -178 \� vv vv �rn A vv WM TE� METER v� vv Ln O \ A Pf7L v v v A / v v WV WA VALVE v z a 1`EMP. \ \\ \ D \ \ / \ YH YARD 6ZR-ANT \ w u OSSTR. \ A u� R0� vv vvv vv / v v �vv vv v a (D. 2706 \ \\ \ ` §o_ \\\ CSk \ / \\ OVER hTILITY LINE --\ r ou tail 1 \ \ - \\ \\\ T \ / \ \ z R�NLu sp ��� \\\ // ENCE \\ \ -� \�f z F �TjC� \\ \ GUA AIL \\ zo o \ ` ; . EA XIS`iING _ _ E 4/ s/Ni FR /N \ \ \ \ / \ \ Q z z ELA$��_, F �F O C \ vv \v O rn z GR�MEL� PAV NTTOB S AFC TR \ \'., 0 \ \\ \ REMOV TR/C &' �Clfs \ CONCRETE \ \\ W m J o p0 _ \\�\-----_---- 1 z < a z �D 6 NV.�y- -- --- 262FR COMP 0 \\\ \ I GRAVEL \\ O m I m z w 562.98------- 8` ': �sg) qNY 5 0_ \ \ \ \ H > z a g CC EXISTING FENCE r4f INV.IN= 'r e Eq - _ \ \ \ \ \ ` a' Lu \\ \ \ ENCLOSUREAREA '� 556.39 •';: ONE sFMF \ ` \ \ \ \ \ W z \ 9 p TO BE REMOVED DI TOP M.. 60-25A Npp fl \ \ \ - __ _ APAVEMENT v /� v Vv v v w g !�565.42 Q a T A GRAVEL CEDAR \ \ \ > W ACRES °NE �6� \\ \\ \ \ \ \\ \ \\ \\ W Lu EXISTING v v En 0 \ D \ `\ `\ `•,NCB '• LIGHTPOLEAND ~ 64�6 \ \ O \ 1 \N \\ \` - \ \ \ \ \ m LL � • p� \ \ MA \AGED SLOPES \ � o TOP= 82.0 \ OVERHEAD POWER \ \ \ Lu Q V=578.5 \ �\ `'', t i , .. •�''yA TO BE REMOVED oyE \ \ \ 1 \ \ \ \ \ \ne T.M. 60-24,�, vv vv \ UNIVERSITY OF VIRGIN\\ OUNDATION En PAVED SHE g \ \ \ \ \ D-B. 518 , PG.13�- ExISTINGSTORM P D US RUR RES�-NCE \ . EXISTING GATE T� \ - - TO BE DEMOLISHED C:I5�..\ INAL,i,. h�R.p \ \E REMOVED\ \ \\ \ \ \ \ ED N Ln EX STING n N �N -- \MANAGEDfl v v in .ti \\ NV.IN U AI \ SLOPE O v v vv v v v EXISTING GRAVEL \ T \ \ \ i 656I55 \ AREA TO BE-GR'/d�iEi4 ': o.;F.. A REMAIN ` V A \ v A v A REMOVED FOR \ V A \� l• �` \V :, So PROPOSED % l 5 IMPROVEMENTS EXISTING STORM DEMOLISHEDAND , -F-0l9ND REPLACED _ _ _ -/ TOP 5 � � � L" IGH1 ,INV.IN- \ V-578.8 o c'' POLE 558.9 B _----- CIAO \ \ \ \ \ \\ \ < GRAVICL ' OPNE -fl v v v v O� \\;` -9� `a C _ _ _ LAST (4) SPACES DO NOT " "a60 .�.3,tf' 15' _ INW.IN- COUNT TOWARD OVERALL PARKING-- / 557145 T 5., 555 2$ \ \ \ \ \ \ ` w 12" MP I I L �, 558.2E �1555.50 cvi RIP ENTRANCE PLASTIC \ X \ \ \ \ \ \ - - - tI ~� EXISTING STORM Ln RAP E56 R 42CE 562.35 NV IN'-b55 i \ TO BE DEMOLISHED INV-IN= J \ \ \ \ \ EXISTING STORM EXISTING STORM i \ \ , SSg,g4 EXISTING STORM SIG v I V�58.� \ TO BE DEMOLISHED - TO BE DEMOLISHED c` ✓✓., \ \ _ - : i TO BE DEMOLISHED - Q 1 S�ORY FEikE \ \ \ \ \ STUCCO a °,ECN 4" . eCON'CRETE ,. i \ \ C LL \ \' TREE RAMP TO BE EASEMEN 'lc� B OCK _ _ sX O i EXISTING GRAVEL RECONSTRUCTED FOR BUILDING` z (5,25 SF) ,. DECK %/� Oi fl \ \ TOMEETADA ENCROACHMENT n 1 \ `` AREA TO BE e. a .e < �/vs, Z REQUIREMENTS °• , .. (D.B. 3919-7�6G; 1 < C (� \ ` REMOVED FOR ° : e ONE \ PARKING I - _ Q p PROPOSED ° \ FRAME d WALL \ fl RTq - - - - J \ l \ \ �•, ENTRANCE ' __- \ G T/ ■ ■ ■ \ \ LANDSCAPING I BLDG. 1 O \ __ 562.43 \ \ EASEMENT N A \ \ � .. „�,' INV IN= I / DI - n6 zzz /NC \ \ DB. z PG. 9 � 555.3 I // A v547 - v , \ \\ \ \ WILLOW N' IN- W Z ,' ,,54 g� ENTRANCE CONC. / DI �n °eE \ v vLu 560.07 ENTR 560.06 \ CASINGS / / / 3 POLE S36 S \ \ \ } \ fl \ \ \ \ J O \ \ \ \ 4 2' J DITOP -PLANTER i H DI METAL / °N 6 v v v \ \ \ \ \ o I 1 STORY s56.g3` / I .. s�� 2� RAME\ _j \ \ \ \ \ \ I BRICK STEPS ° / ENTRANCE ? P- 9.7 �tE o0 FBLDG. \ \ fl\ w O J \ \ CONC. PLANTER ENi2ANCE 559.80 ° V_5 g1 \ \ \\ \ \ \ \ \ 15" (28,960 SF) 5 ER5 60.07 "Nw m \ \ w OC BLDG. \ \ \ \ TRIPLE NV UT- AUTO m \ METAL G \ \ \ \ \\ ASH sPKR 1 STORY �G Q \\ /\ •. �\ $ 4.7 i RAMP DI o I °NE.'. \ \ FRAME 0 / w \ \ \ \ EXISTING \ \ ENTRANCE BRICK m BLDG. L9J W 1 / T.M.P 60-�5 \ MANAGED I ��\ \ \ PAVED ( ) f� BOUNDARY LINE PLA TER \) \ \ \ `� �\ 562.43 12,175 SF []DI FOR PROPERTY \ \ \ Q _�f Lu oCJ \ \ \ ROSSER ASSOCIATES \ SLOPES TO \ / 1 D.B. 1083-5p \ REMAIN \ \ �� `\, �� `� \'� ,Y m It ! DB.542]PG.zi6-zzz ,�o °NE �� _ D.B. 635-308 PILAT \ \ \ °� WOOD U � Z / w ( ) P \ \ \ \ 560.AN ENTRANCL Jk _m IOV= 56 6 of BODX ' ZONING: HC HIGHWAY C MMERCIALA A �� �, �� �� �� �� �� RAMP �� r �1-ENTRANCE �� CONC USE: COMMERCIAL OFFICE ENTRANCE 560.03 ry 6 H ICE �V D J FIST. SA� �, � 562.40 I`� "HIV 5 DI B B BOX °NE \ ` ` I�z 54 S PAVED 556;34 �ii /� (SEWER \ I= T.M. 60-25B DI TOP T. oLIIGH F1 I� LOT B ► LIGHT U / 562.30 B PT # POLE 0 ENTRANCE I` PIT = CLEANOUT / / \ ; 55697 4.80 ACRES QL UL, FENCE V \ EXISTING PAVEMENT g. GAS 1 STORY _ ,-g,- o D ` ` EXISTING LANDSCAPING EXISTING GAS EXISTING INV OUT= , io' WIDE NO BUILD ZONE _- _ Z TO BE REMOVED METER BRICK, / e FDC •55h.3 , EASEMENT FOR FIRE BATV LD ° V! w ADJACENT TO BUILDING TO METER TOBE WATER ;'CN„ `\ r SEPARATION BLOCK ,°.;BLDG , ..e��:. O t BE REMOVED RELOCATED UTILITY STEPS ° I I ° . CLEANOU PAVED I I - / Ff�AME U BOX ` DB.54z7 PG.u6-zzz o - rr nn \ \ m MAGNOLIAS CONC I ENTRANCE I / m AP °g °B °s HMS LLG ^ z Ld w O V I OVERHANG OVERHANG 4 a - J �o`WIDERETAININGWAL4_&.` , TM! 60 Z5A \' t BUSHES L---J L - - -J RAMP ---- ------ `\ RETAINING \ YH _ y � N�6E2zEMEN11 T a .ZQNfN�'.e°C_1 'QOMME CIA ( Z EXISTING (6) PARKING 0 NANG R ,� WALL GAS PUMPS USE GAS STaTJ N (� �/ SPACES TOBE IG�J GHT. / / \ ,\ ,EXISTIN 4 ANITARY MAGNULIA� PAW e e �EWER D WITH NEWERALTO S REMOVED PORTION PIPE 40 CIGHJJ77�� / P5 ETAL " CONCRETE w Q UPGRADE TO z Fc -`-I J Q �/ /u SEWER EXISTING TREES TO 21° _ z 5"_ _ CANOPY e�f e �� �_ BE REMOVED ILLOW EXISTING C N . ,_E',..e - ��/ O W li OAK k' WI L W ; a., - © w ` ! OHE OH L L. LL RAMPTOB , DA M.. 34' .e�� °>. REMOVED ,' \ WM' - - L 38,7 .� ° OL•E •eoHE S S :. ASPHALT v, r , <i \ FH oE. _ GN oHE SIGN Q SIGN, WATER POLE METER OHE PATH TO BE DEMOLIS ED , � �- r o oH�- �- EXISTING DI SIGN o O O t WILLOW K .,. ASTING TR T B oHE Q TOP=�68.06 a 0 TO REMAI DI W - �� \ CV \ MANH LE AK P dE�: Wes" I TOP= CURB kL40 SEALED) 2 Fi3UND_5 -- 2- _W-- / / �� / // / / / \------- O --- -- N� S PEAR Ln / IRON / 70--- M L=387 34 / S 9 SC9 FOUND ROCK/ 00'W 197. D SV9 Sd9 SF 9 / T� w TOP=566. N71°16 03 SV9 SV9 - // SV'9 SV9 L - Wes- \ V9 S 3 u - GUTTER IUS TO fV w ROUTE - - _ 564, -� SV9 5 / OWN AS 80' a w 4.. -OHE ° 4 - - B & 9 SV9 UPDATED TO - - - - - - - - - - - SHOWN - - - WIDE ON PLAT IN D.B. 296-432 _ I WATER LINE & - / IN`.- IN SI s yF ssB9' -I St19 S'd STANDARDS / �, JOB NO. 56 55 INV UT= SV9 (D.B. 156(J-435) / 192171 �565.54Sd9 5 0 S V IN=560.28 / / _ 1- - - - - - - - - - � _ _ � FLOP OF DROP 5 5L23 SCALE EXISTING�"DL- I GRAPHIC SCALE d9 INV.IN -560 / Y MELINETOBUILDING 1 --.-'/ --- ------ �� - S UTE 250 (6 B 296_- --- 30 ° 6° z° /rr GAS U'S RC \ \ AS AS ��t~QN ERAL&Tv1ETE <c - - / SHEETNO. G IV LAT SHOWN \ ( IN FEET - _ - __ \ \ 1 inch - - 30 ft. - - __---, -- I II �`, SITE PLAN NOTES: vv vvv --_- NEEDED FIRE FLOW CALCULATION: I 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES'\AND BOUNDS, AND SURVEY INFORMATION �j,TH 0 - v 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. A NFF=(C)(0)[i+(X+P)] = 3,o63 X 1.z5 x [1+(o.o6+o)] = 4,o58 GPM x o.5o (SPRINKLERS) = 2,o2�PM NFF 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND ----- SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. CZ R=2962.75 ° �y C=18F(A)Ao.5=184\1.0*28,g6OA0.5=3,063 ' 4 ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ONGRADE FOUNDATIONS. SCOTT R. LLINS� L=206.85 \ ` -- ` CONSTRUCTION TYPE CLASS II MASONRY CONSTRUCTION . A MINIMUM zo' DRIVE LANE CLEAR OF PARKED CARS SHALL BEiv1AINTAINED AROUND THE COMMERCIAL BUILDING. O � A=i FLOOR X z8,g6oF= 28,96o SF 6 CONTRACTORSFIALLRELCCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WJIH UTILITY COMPANY U Lic. No. 035791 ° \ MH ` OCCUPANCY FACTOR=i.z50RC-SRdPIDBURNING FOR THE DESIRED LOCATIONS. 0 12�15�20 c� \ \ X= 6 FOR 70' AWAY BUILDING EXPOSURE OVER T-ioo FEET \ o _ 7. CONTRACTOR SHALL REPLACC,THE PORTION OF THE EXISTING ASPHALT LOCATED ALONG THE FRONT PORTION OF THE SITE7tS�HOWN ON o� \ \ °Ne \ O P=o F NPROTECTED OPEN COMMUNICATIONS THIS SHEET. �SSIONAL E�GN \ `- orb REDU N IN NFF FOR.AUTOMATIC SPRINKLERS PI\Y \ \ \ ° 6 8. INDIVIDUAL SIGNS WILL REQUIRESIGN APPLICATIONS AND SIGN DESIGNSWILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING----_ \\ \ -- _ 'I i SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. \ \ - RAN ACSA FIRE H ANT FLOW TEST PERFORMCI�ON 5/u/zo, A TOTAL ESTIMATED FLOW OF \ °"e ° g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDORSHALL BE ELIMINATED. 06 \\ \ \ ----- z,04 PM WAS PROVIDE IA TWO k�YDRANTS WHILE STILL MAINTAINING THE MINIMUM zo P51 lo.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACR`5LOPE GREATER THAN 1:48. ACCESS AISLES SHALL BEAT THE F A EXISTING RWSA 12" \o `\\ �6 PRESSU EQUIREMENT. T TEST RESULTED IN AN AWWA Qzo CALCULATED FLOW OF 3,547 GPM. SAME LEVEL AS THE PARKING SPACETHEY SERVE. w \ VCPSAtNITARYSEWER POL r IRON �' ` �� ��� `:`. `� ��-- UTILITY NOTES: vv �`. p ONSTR. ` \ INE \ CG-z CUR ° \ \ W/z' OVERHAN SET i. A MINIMUM OF i' OF VERTICAL SEPARA \ION FROM STORM SEWER &WATER AND SEWER LINES MUST BE PROVIDED. Ln v 0. SsTT 06 \ \ CG-2 CURB \ CSI ------ z. A MINIMUM . ' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. z U 7 \ W/2' OVERHANG °\ Tj�q !\ \ \ 3. A MINIMUM OF i.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. I g \\ \ \ NSp \\ ,' 4. -A MINIMUM OF i.5' OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHE4UTILITIES. 2 Q �\ CG-z CURB S36° 1i O/�r ' \ 5. ALL PROpQSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATEDfOR Z c� N \ W/2' OVERHANG s2 0 / \ T/C Y PUBLIC USE .Lu \ + TYP ° O F l RC/ �F° N , 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYINALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO f Z F 478 Ss N/q < C R OF TR /NC - \ CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. 0O O 0 CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN zz > F \ \ 9, R/C C/T\ CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. z z - & ° PRIOR TO CONSTRUCTIONITHECONTRACTORSHALLTEST-DIGATTHELOCATIONOFTHEEXISTINGUTILITIESTO //� a in z \ \\ PROPOSED I Ty Q. (D p 7 V/ O N \\ 9' PARKING LOT \ N 4 °"E e OwFR ------------___ CONFIRM DEPTHS ANDTOIENSURETHE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. V f U w� 0 \ TVP n 262 CD ° 8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE Z w 00 w w V A64 FIRE MARSHALL'S OFFICE Tb DETERMINE THE LOCATION. O Q Q Z g. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITHA FLEXIBLE RUBBER BOOT. O o a w z U) qS'/ ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED m g w WSA IN k1(RITING PRIOR TO CONSTRUCTION. __-\ j z a ` i-RWS GINEYRiNG STAFF SHALL -RE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA y J w o v g' vv _ w Ln 3'R LOT \ T%A °"F CEDA2--- \O \ ENGINEE G kMINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF MANHOLE. H 0- LL z 9 3L\CQ iz.BYPA5SRUM MAY BE REQUIRED ATTFIE SOLE DISCRETION OF RWSA STAFF. \ w O g \ Q \ \ I \ GROUTING�FTH NHOLE BENCH OR INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, / (n a a \ 7 - ° A SMOOCH TRAN ON OF FLOW W wLu \ 2 CURB \ CG 6 CURB' ° \ 14.EXIS MANHOLES SHAL E BACKFILLRDTO ORIGINA-GRADETO THE SATISFACTION OF RWSA. �/ En \ OVERHA CG-6 CURB eE ° iS.ALZ WAT INES, SEWER LINES, ND FIRE LINE -FROM THEMAIN TO THE STRUCTURE MUST HAVE A VISUAL li m '� `.PROPOSED ib'xio' - O W/z' OVERHANG INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. w DUMPSTERPADWITH ° T.M. 60-2�� i6.ALLROOFDRAINS LLDISCHARGEI ANNERNOTTO-CAUSEAPUBLILCNUISANCEANDNOTOVER ?y WOODEN ENCLOSURE,, � UNIVERSITY OF VIRGINIA TOUNDATION - � „ SIDEWALKS. WITH io X12' f CONCRETEY�PRON ° - C1.B• 5184, PG.1�� 17.SEWERC [NECTION: ALL NECTIONSTOR MANHOLES SHALL BE WATERTIGHT ANCJMADEWITH AFLEXIBLE m EDAR \\ 'ZONING: i� __ \ RUBBER BOOT-ALLCORINGM IDS, THE CORING NTRACTORANDALL MA-TERIALSFOR CONSTRUCONSHALL _ � \ E( SEE DETAILSHERT7 ° USE \RUhA� RES�E}ENCE BE APPROVED BY RWSA44WRITING OR TOCONSTRU N. RWSA, GINEERING-STAFF SHALL BE PRESENT FOR 9YPWALL \ - ALL CORES INTO MANHOLES. BYPASS P PING MAYBE REQ ED ATrE 501E DISCRETiQ OF RWSA STAFF. 9 °ee GROUTING OF THE MANHOLE BENCH OR INT OR MAY BE REQUI ATTHE SOLE DISCRE DISCRETION OF RWSA STAFF '�\ \ _ TYP: ?S%P Q- ,,:,� PARKING AREA FLUSH p ° F L' 3 �' WITH SIDEWALK \ FOR ASMOOTH TRANSITION OFFLOW. EXISTIN NHOLESSHALLB ACKFILLEDTOORICzINALGRADF-TOTHE c \ \ CG z CURB Z \° \ SATISFACTION OF RWSA. CONTACT RWSA ENGINEER A MINIMUM OF3 SINESS DAYS IN AbVPNCE TO w N o N N SHALL INCLUDE \ c.1 PROPOSEDPAVED � BUMPER BLOCKS \ SCHEDULE A CORE OF A MANHOLE. o \Ln ��� \ duo. \ CG12 /PARKING AREA n >4R °yE N Oyf \ F /3 LE 10 2; IRO - - V 1$T �' FUND - - NOTE: MECHANICAL E PME HALL BE LOCA ON r� \ y \ oMP CCi 1z TYP CG-12 THE ROOFTOP OF THE STING DING. VISIBILI � ALL MECHANICAL EQUIPMENT,SHALL ELIMINATED FR z G C TIE INTO -- ----- _------- THE ENTRANCE CORE IIZOR-WITH'THE US PARAPETp \ vT 3 ❑ CG-12 _ NOT&LASr SPACES DO NOT ° -WALLS.- ARCHIT CTURAL PLANS. CROSSWALK' 1 I I WALL R C -z CURB (y) COUNT TOWARD OVERALL PARKIN - - _--- \ CG-6 CURB CG-z CURB B B B I I I ' EXISTING WALL EXISTING ° '\ \ 6' CONCRETE W/z' OVERHANG 6' CONC. -[' I RECONSTRUCT EXISTING PAVEMENT zO°"e - \ \ SIDEWALK SIDEWALK CSC' B B RAMP TO MEETADASLOPE, (MILL/OVERLAY) - ° ---___ L9 vv A A n i ANDRAIL, SEE B i - - - CM LLI ENTRANCE GRADING \ " AREA RESERVED FOR ENTRANCE 562.35 i4� X X - ° - `. CYi \ \ MECHANICAL EXISTING CONC. 562.42 9' \ \ \ PROPOSED(z) LOADING AREA TYP PROPOSED I - N EQUIPMENT SHALL PAD TO BE STRIPED ° \ v , \ \\\ REQUIRED ( 5 5 '/ \ BE SCREENED AS EXTENDED TO i8' -------------IlE - ( SPACES iz'zz MIN. WIi HEIGHT LL MIN.) AREAS: zz'xzg' PARKING SPACES __ "__-- \ ) SERVE ANDzz'x3y' STORY FENCE• \0 --_- M J STUCCO \ 6 TYP i8 TYP LOADING DOCK 47 �- I \ \ \ \ zo' -+- PROPOSED 3,z8o SF ° � Q T-- \ TRAVELWq OF MANUFACTURING/ :: EASEMENT & BLOCK CSX i 7 \ \ 10 PROCESSING/ .. FOR BUILDIN , Z �5,25 ST) °° DECK ASSEMBLY/ ENCROACHMENT E EXISTING FRAME \ \ \ 7YP: EXISTING c ° NSA \ } D B. 3919 265 EDICAL OFFICE ° O FABRICATION BALLET SCHOOL CRT 1 ODD \\ \LL- TVP. CG-z CURB SPACE "E ° ENTRANCE' -1 (6,8poSF) WALL PROPERTY \ \\-- N ' \ \ 562.43 (,4 5 ) -- 5& 7 N \ \\ 2 6 SF BLDG. o DB. z PG.u6-zzz ° iN v vv v vv V A `6 PROPOSED v o ■■■ \ \ \ \ 1 ENTRANCE � CONC. "< \ \ LOADING ENTR \ \\ p 560.07 560.06 \ POLE S36° 2 ° Z \ AREA CASINGS 3 \ PROPOSED HEAVY NO PARKING ° - w \ \ 1 STORY PLANTER ° "� % 62) J DUTY ASPHALT Sf FIRE LANE MA K€ S z 0 FRAME J \ \ Q BRICK ENTRANCE N Y\\ ,S -.1g, o ° 3 TRAVELWAY ^0 ENTf�ANCE o OL BLDG. \ to V A ASPHALT EPS m I METAL - v EXISTING ?NTER 1 - \° z \\ \\ 28,960 SF N'.'. I S i1 118, au' � � \ � PROPOSED i8 i8o SF TYP. UTO o - O =KR 1 STORY � C' 9 - BLDG. FRAME w J PAVEMENT ___ _ J \ \ a COMMERCIAL OFFICE/RETAIL ENTRANCE RAMP BRICK m °"e_ BLDG. ° � w \ \ ?s 562.43 -_ �4 (12,175 SF) i8 ACCESS &PARKING +� \ i- \ T.M.P 60-$5 \ zo' FYP: EASEMENT PLA TER,) ° O ROSSER ASSOCP TES \ \ \ PROPOSED PARKING AREA FLUSH _ P \ \ 2 CURB L DB.5427 PG.216-222 zo ° J Lu D.B. 1083 50 \ CG CU WITH SIDEWALK ( ( D.B. 635-308 0,-AT 9'TYP. / Q J I �\ I \ \, zd EXISTING CONC ZONING: (HC) HIGHWAY CGMMERCIAL \\ ENTRANCE BUMPERBLOCKS gii z6 i8+ _--- - LIN 560.ANCEOFFICE SPACE ENTRANCE ( BOX = w \ �- USE: COMMERCIAL OFFICE \.. so' 562.40 TYPI I', __ i8 560.07 g �.'i m H LID BICE OX PAV D 0 EXIST. SAID\ yE1 IIIP PARKING SPACES � O °N SEWER \ \ 1FU z ! i8' TVP: C 2 B \ I 6'CONC. a I T.M. 60-25B I T OUGHT J \ PROPOSED 5,000 SF PROPOSED 2,500 SIF= TYP. io' io' SIDEWALK LOT B--------- POLEio p6 COMMERCIAL RETAIL RESTAURANT ENTRANCE i�i I CLEANOUTPT LIGHT Q \ \ \ 562.30 4.80 ACRES z4' B EXISTING W Ut POLE F1 \ PROPOSED CG-iz PROPOSED 6' PROPOSED Q x FENCE UL \ \ EXIST. GAS io' GAS GAS io' WIDE NO BUILD ------- STORY y a P °tieLLI \ GAS STATION/ ` METER i BRICK, �' e -- \ HAND. RAMP CONCRETE SIDEWALK EXTERIOR z I CONVENIENCE BLOCK"& BLDG R AVED _� PROPOSED FDC BRICK PATIO METER TO BE 4 EASEMENT 9, � ZONE EASEMENT FOR � ° . ATM'- , PROPOSED HAND. RAMP RELOCATED _ DB PG. I i8 '� I FIRE SEPARATION � STORE „ _ � O ENCLOSURE CPS bf2AME POTENTIAL FUTURE CG-z CURB 4 DB.54z7 PG.n6-zzz ° s ---- \ CLEANOUT 3_ F ,,>FF i m 2,35o5F \\ \ PROPOSED CG-iz ( ) w/ ^ _ I I -£ °• (� W TRAVELWAY OVER ANG 0 E HANG \` EXISTING TREE i g°T.M.MS, LLC .. ul CONNECTION TO - - ENTRANCE g mE os H60 C ` V AP -z$ WIDE RETAINING AL I Q ADJACENT PARCELS �, I TO REMAIN --- -- ------------- MAINTENANCEEAS°EM€NT'u \ „ - VAR. WIDTH �_ I 1 1 D:°B._ _,PG - - TOTHEWEST Q� '" Y dR _- - L--- RETAINING 1 Z°ON%G^ °Gl 'COMME CIAL '\ O j 13 ACCESS sa BOLLARD 0 RHANG WALL 1 Y l�B.5tt;7PG.zi - QSE: GAS STATJ N --- UA DLu I .. _ - - - - - - - i _ GHT GAS PUMPS ® & O To' �--. ® 5 CONC z EASEMENT • ° , \ i - ?3, TYP. - ' R SIDEWALK 5'R f DB._,PG_ LOCATION OF', EXI571NG - - - - - A„ 1LE CONCRETE \ INGRESS/EGRESS ASPHALT i -___- � \ -^-' - - - - - - - R boo PAVEMENT r Z?NC..• < :. e-tee a � JILr \ '> NEW 6" 3 R 5 - - PROPOSED CG-z ° "_' , < <„ ,;:. - PROPOSED EPS. ETAL ° • •..° ° WOODENP sAN. z88'R r EXIST FIRE - - LIGH OC V PROPOSED BRIC / - - - P _9 _ 1 CANOPY __ F _ Q T N w sWR LAT PERVIOUS LINE.- a CG iz (yo PROPOSE_ D_ _ li8 - - '. �GI-E 1 ° 8 VRDVPD'. oHE WI L W -- \ _ WALL w Q PARKING PACES F OA o - TVP. TYP. 3. - i'ETBA I 4 ' ° ° POLE ,oE SICV SIGN O q _ OPOSEDHEAVYDUTY `i - - _ SHEOHE SIGN - •I _ _- - - EXISTING ENTRANCE O SIGN, WATER • CURB ASPHALT TRAVELWAY _ \ - © I ( I - - GSETBACK - - --- - - SIGN O \ EXISTING ENTRANCE Q `'• 2 -O-�-E RE THE SITE TO METER - \ I I I io IN. BL e� S 5 `S - - - - REMAIN CURB \ TO THE SITE TO V MANHOLE ' I TOP-568.06 \ EXIST. - - - - _ �+ FOUND ---------------- -ID S LED E ---- - - - / - - - I ~ o ,E �-- -�__ � -;o _rq -) i� 50. iJU �w w SITE DISTANC \ RE - - � _ MAIN s` , , �" I`u,'. ',+ mv, I'LAR' v9-Svo-Svo svo-svo ------E-390'v H� _IRON _ _ _-'" FOUND ROC4' - _ vo - - --- - ---- N I ° ., : 70 NrM POLE € : : , 387. S svo svo svo �S N71°16 00 W 1 oHE `.. vo v0 tl9 sb4 vow v eo eo _ 97 L Svo � /� ----WALL SIGN WI \ o � Svo � stlo sv° svo - -----� u P oHE o �y ITE vm G u S W vo EXIS ING CURB CUTS ROUTE, 250 IVY RO �--I NEVNI vo ----------------- ----- -SHOWN-AS 8Q'-WIDE-ON PLAT IN D.B. 296-432 (� � ' s -LAT A CONTINUOUS CG-z i w zo'UTILI o F I -�:" vo WATER L�NE NTERSECTION-4i6' CURB ASEMENT z w ' �stlo B PG. w Svo tl9 PROPOSED FIRE HYD (D.B. 156�J-435) ' ___-- --- - _ =w� �Sve i " PROPOSED MIN.S' -w�w� S o S / 2-6"450 BENDS _ PLANTING aSIBIP_----------L----- AitE7�OFMTL4 AND - - ]OB NO. a � Sv9 �__- - �SV9� _ ROAD) --- - OVERLAY IN LEATOP% TIONROP555.23 SVD 'ROTE 250 IVY 296-432 _----------- ORDANC WITH ------ 192171 PRIG sc Al. SAS -GAS- d ,,- fig• TIN DB_------ , Gases \STPNCE'39 y�Q�-Q�..�-- SCALE �GAS 5\SE 0\' Sh{QWN P�- - CONCRETE SIDE 30 0 ___�----3n-_ s2 zo -- 1n_30' \ = \ SHEET NO. IN FEET ------ _----------- 3 ---__ -- ---- vv-------� ,� �' 1 inch = 30 ft. vv ` If Pre -DE I RQR _ < \ - - - (Defin j\\ OD \ PROPOSED LANDSCAPED �1- \ \ \ \ \ Existin R=2962.75 fl GRASS DRY RETENTION BASIN_ \ �3 \ \ Sidew \ Public L=206.85 TREE PROTECTION FENCING MH \ \ \ fl \ \ \ \ Post-0 \ \ \ 20 (Defin \ \ SANITARY \ \ HE `VAR. WIDTH PUBLIC SWM LP \ SEWER \\ - \ FACILITY EASEMENT -FSMT. \� DB. PG. D �y I \ °E - -_ \ o ---- I 17) \ EXSTINGRWSA1z" k \ \ VC SANITARY _ \ VAR. WIDTH PUBLIC SWWO O�PR\\ A� �LINE\ ° IRON -FACILITYEASEMENT\ SMS. A \�` - SET DB. PG. C v Overal (D. .1 2\706 \ $ (Withi PROPOSED LANDSCAPED � VSp� \ \ zo' PUBLIC DRAINAGE- \ \ 6 GRASS DRY RETENTION BASIN RT \ \ VS, \ EASEMENT \ \ \ �� F ��R�j' TF �N TDB. PG. N/q R of D /1/0 vv \ \ \\ \ s F<FcTR c, TRq��s \ \ \ EXISTING CULVERT \ � \ \ °` UNDER CSXTRACKS \ \ \ \ \ 56, 5 EP I \ 262F4 CpMp fl \ \ qNY �qS�. \ \ \ , APROPOS vv v v \ pF� nent Impervious Areas- Water Quality \ \ \ \ \ ��TH f he Limits of Disturbance) NOTES: \ O ng 59,773 sf I \ \S00TT i. ALL ROOF DRAINS SHALL DISCHARGE_IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER R. LLINS� 1,457 sf SIDEWALKS. v v A \\ ULic. No. 035791 � 5,8 sf 2. ALL WATER LINE, SEWER LINES, AND FIRE LIN_ES­FR_OM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL \ \ ��0 12/15/20 CVO 66,438 sf INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.- SIGNAL mentlmperviousAreas-Water Quality \ 3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER\HAN 2:48. E� he Limits of Disturbance) \ ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. \ king & Circulation 53,464 sf \ \ \ ding Area 1,719sf v A 5,385 sf r \ 5,208 sf v v v V A v � O 65,776 sf v v v Ln a \\ \ \ \\ \ \ \ Z w In U xrease in Impervious Area -662 sfEn o a roposed Limits of Disturbance) v v A v A \ F- U 3 v V - - Lu Z V A E) T,V O J �: 0 \ v v v rrAA a Z \\\\ v0 w M Z\ o m ¢ a z \\ \\\ o a w g U) \\\. r�ww o E._..._ \ w G i yI Y A.,E ., WITH RIPRAP oqE N"- - � v \ v w .�. \ \ V ���N_ IN=v v 20' PUBLIC DRAINAGE \ \ v y v v v W 1 V A 2'WIDE CURB CUT ° 564-226 v Z% EASEMENT \ \ \ v v v � m \ TOP=D820 \ WITH RIPRAP _ \ \ DB.PG. \ \ \ \ ` - \ \ JO \ I V=578.5 V A v w T.M. 60-2�>Q, V v m \ \ © TIE PROPOSED DRAINAGE ` �, \ \ \ \ UNIVERSITY OF VIRGINIA FOUNDATION \ w INTO EX. 15" CMP STORM °ae � \ \ ` O,B. 5184, PG.139 \ a. AT EX. DROP INLET ` \ \\ --ZONING: `R -\ \ \ P vv fl USE�RUR�L�RESNCE r V v N RAP \ \ \ \ 16B ss ;' Ln 2' WIDE CURB CUT ' ', io' PUBLIC DRAINAGE 0562.70EP S6& \ \ \\ fl \ \ \ \� � \ \ WITH RIPRAP EASEMENT I \ \ 6356TC ®S6i 53EP \ o EP 56�{95 62 307- - - \ i \ \ \ \ \ \ M� .. . .. 6a.6oE7 = - -_ \ TOP=581.9 - nn •' ;.53 .'.KVIN . '�u` 2 \ \ \ \ V=578.8 \ \`\ \`-6 r ✓.� - _ --- \\ \ \ X \ \ \ \\ 563 27 TC / ��_ II4) SPACES DO NOT Ex B6 COUNT T TAOWST IARRD OVERALL PARKING io' PUBLIC DRAINAGE \ ` ` \ - - - oN CM w ` 70 55 B B <� ' Tw 6o.Bo 55528 ` _ / / \ \ - C °� Wssea7 ssB3 EP INV OUT_ z° e \ �. _ \ \ - - - - C'ri \ EASEMENT \ PROPOSED LANDSCAPED -QNC:r 2B : B 555:18 fl \ ` DB.PG. \ GRASS DRY RETENTION BASIN 4 B ENTRANCE I _ U'_ f� ' X ` N () ENTRANCE 562.35 558.gaEP I n; �t DI /� V oys \ \ _ \ \ \ \ RECONSTRUCT EXISTING OP 59 8 fl J \ \ \ RAMP TO MEET ADA \ \ \ \ \ RAISE EX. DI SLOPE ADD HANDRAIL \ \ \ \ \ R8.00/0 AMP 1 S fORY FENCE ` �� PROPOSED 3 28o SF I = ST,CCO \ \ £ OF MANUFACTURING/ o COl/CRETE g \ fl X C:) 1--I \ \ EASEMENT & BLOCK cS \ \ \ \ \ lo'PUBLICDRAINAGE PROCESSING/ ° IFOR BUILDING, z (5,250 SF) e:, °° DECK< TRq 0') \ \ EASEMENT NCROACHMENI EXISTING y \ ASSEMBLY/ & \ DB.PG. D.B. 3919 265) MEDICAL OFFICE E ISTING o A S/J N \ \ \ VAR. WIDTH PUBLIC SWM � , �� \ FABRICATION � BALL T SCHOOL sE ' e \ fl�RT \ ) FACILITY EASEMENT \ \ `'� � \ ENTRANCE I I SPACE FRAME , WALL qT/ \ / 2 (6, o SF) I A 0 v v DB. PG. \ \ 562.43 (,465 SF) e BLDG. \ /I \ ■ ■ ■ Q V A \ V `• INVIN= V I / DI a V /� v J 555.3 o o\ v A\ i Z \ \ \ VAR. WIDTH PUBLIC SWM ENTR CONC. / / DI eE \ POLE S \ D \ w \ � i ENTRANCE � \ \ \ \ PROPOSED TREE \ FACILITY EASEMENT + 560.07 560.06\ CASINGS / 36° \ \ J w \ \ \ \\ \ \ PROTECTION FENCING \ \ DB. PG. / 5200,E LI Q \ \\ \ \ \ I STORY ExB4 PLANTER / `��o S� 2 J \ g / \ > \ \ o / 0) >00 FRAME fl \ O \ \ \ \ \ \ 6 BRICK / ENTRANCE DI + ? P= 9 7 BLDG. \ \ w J w 10 (28,960 SF) PI T S EpS \ E iF2ANCE V-5 9.1 ` �� �r� V A \ \ \ V� AUTO i c o METAL ` U" � (J /\ \ \\ \ \ \\ \ PROPOSED i%i8o SF ✓ UT SPKR 1 STORY =O �� o Q BLDG. FRAME ♦- Q 2'WIDECURBCUT COMMERCIAL OFFICE/RETAIL 5 4'7 RAMP DI o- °qa' \ ( \ \ ENTRANCE BRICK m BLDG. � 0 \ \ \ \ WITH RIPRAP 562.43 (12,175 SF) � w z \ T.M.P 60-�5 \ \ \ VVED r 9' PLA TER I--1 \ ROSSER ASSOCIATES PROPOSED LANDSCAPED �. �- I' QD Q Q D.B. 1083-5p r eE w \ \ GRASS DRY RETENTION BASIN / \ D.B. 635-308 PLAT \\ \\ hJ v �GONC. EXISTING I cONc U Q / ZONING: (HC) HIGHWAY CPMMERCIAL\ \ \ ENT RANGE OFFICE SPACE ENTRANCE m ToP=559 6 Box USE: COMMERCIAL OFFICE - ENTRANCE 560.03 816oSF 560.03 14 NFU fN 6 m H CE PAV D 1 J E IST. SA N 562.40 I I. 54 5'. SR 34 D O BOX oyE SEWER \ i �.'� ilk/ PAVED EX C 2 B B Q - - �aT.M. 60-25B T N OUGHT H / I \ , PROPOSED 5,000 SF PROPOSED z,5oo SF I LOT B POLE Uj Q Y CONTRACTOR SHALL TAKE CARE WITHTHE �: COMMERCIAL RETAIL RESTAURANT ENTRANCE Exs� PT 562.3 DI TO - 4.80 ACRES TB CLEANOUT QUL,. FENCE LIGHT / GRADING ABOVE THE EXISTING 1z" CLAY SEWERS �5 �' 556.77 EXISTING UL # POLE / / Q MAIN. THE RWSA SEWER LINE SHALL BE \ 8 I INV OUT.= GAS zo' PUBLIC DRAINAGE 1 STORY - �;- _ \ o Z GAS STATION/ Iy PROPOSED 2' CURB CUT 554 3 METER EASEMENT BRICK, / e / PROTECTED DURING GRADING ACTIVITIES I VOU7 CONVENIENCE ATM V! W / \ ONC LB DB._PG. N ' BLOCK' �t BLD!FT AND MINIMUM COVER REQUIREMENTS \ ,,EP I TIE EXISTING STORM I STORE�F'' SHALL BE MET. ADDITIONAL PERMANENT \ rc CLEANOUT PAVED I ` m 2,350 SF/ 'OVERHANG HANG 3 PIPE / . 60 25A LJJ PROTECTIVE MEASURES MAY BE REQUIRED, \ S P - - - - - - ENTRANCE FROM STIR EX B2IN AT STIR lA '' AP °g °B �8HMS, LLC IJ J SUCH AS REPLACEMENT WITH DUCTILE IRON PIPE A ; - -1 - ! - - - J +° z OR CONCRETE ENCASEMENT. 6644oTC o o t -- ---- - - UPGRADE EXISTING PIPE TO 2!+" 562.4oEP c _ .., I ---- i j -- --- FENCING N EE OTECTION - --- \ CPA;;E w,vL� ° ° GAS PUMPS ZO USE: GAS CSOTA• 1 NIA l / / ° ° • ° ° ° ° °• CO3 56433 C :C. 6 '. 56za TC 1... . �GHT . . a ( I� ' - - :'.! 1 S6a.33 P i' S61.7 EP `. _-,___ __ >,:_ _. - _ _ _ _ _ _ _ _ - _ \ MW LE' ° .CON CREnTE° (I'j tJ P a° �613oEP _ _ \ $TENS 563 SOTC - 563 ooEP = �- Pln r� TIE PROPOSED STORM CANOPY f - � O s 3' I 8 1F� -- \ _ -- INTO EXISTING INLET O E I kl WOA 3.3%- _�._.8cE _ ',i \ `o AT EX STIR IVYOHE __ 55 oEP ' d It POLE oeE SI , 12 J Q off SIGN SIGN METER Vn CO3 I 7.00 EP °E b °SIGN slog o \� � 3 "~` 33Tc � 5800EP CURB O O MANH LE \ , I 5 .00EP , oT3 5 ww t? a : OP= \ CN H� T0�'�68.06 , P'_ Fhi1Nn _� S � € : : kyt„" - � �l y / ��-----4L-I'D SEALED € �j -__'� .�. _ ry : -€ -j - -W� e �. Ln IRON / ...�-7 JAM L=387.34 PEAR/ 5.9.. SVD VD --�- �.. ;17a�IMaL ,, 197. -' _ _� __-- � ., �� Sd9 SdD -; - a / a / CURB CUT S,r kX� �� j / FOUND PALL/ I N71°16 0„W Y .PROPOSED z' p 9 Sd9 Sd9 Sd9 / / Sb3 - - - SbJ T I w ' _ _ N d9 u - -' - , _ - �oBE Sd9 SH / SHOWN AS 80•U.S. ROUTE/ IV R A o w - x 4� PROPOSED BRICK - - - - - - - - - - - - - - - - WIDE ON PLAT IN D.B. 296-432 I / / "' WATER LINE & - a s � Sd� PERVIOUS PAVERS 1S / / JOB No. IN v IN S Sd9 (D.B. 156P-435) / 56 55 �INV UT= ssd5 PROPOSED z' CURB CUT _ _ / 192171 �565.54 5 0 S 9 / ---_---I-------- i- J Sd� v w=s6o.z8 / - GRAPHIC SCALE TOP �F DROP INLET / _-- --- --- _-- -- - -� - �� / OAD) NEW STRzoDIBOX-- SCALE - - - - - - -�-- - - Sd9 INW11=56a1 IVY R _ L ATION = 555.23 - - - - - - - - - - - GAS U � OUTS T g• 296- 432 TO BE INSTALLED ON zo / / 1 „=301 GAS EXISTING STORM LINE --- - \ -EX -� �/ sHow_N AAA REPLACED WITH VDOT \ \ _ SHEET NO. ( IN FEET - - _ STD. II COVER /�I inch _ 30 £t. - \ /' 4 Conservation Plan Notes: LANDSCAPING PLANT SCHEDULE 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED ° ----1.-ALL TO BE PLANT ALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION Or NURSERYMEN. THE SYM BOTANICAL COMMON NAME WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE To '---__ ------ --- PLANTING_ TREES SHALL BE E IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL - ° - o --- BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE - --- - JOINTLY AD OP Y THE VIRGINIA SERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS TREES CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \ _ �� AND THE VIRGINIA TER OF THE A AN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE ENGINEERING DEPARTMENT. °\ -- Z SPECIFICATIONS OF THE NIA DEPARTM� OF TRANSPORTATION. UPA ULMUS PARVIFOLIA ALLEE ELM 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE of R-2962.75 ° --- 0 2. ALL SITE PLANTINGS OF THE - i1D SHRUBS`SH BE ALLOWED TO REACH, ANb BE MAINTAINED AT, MATURE HEIGHT; PA PLATANUSACERIFLORA LONDON PLANETREE TREESAVE _ __ -� A THE TOPPING OF TREES IS PROH SHRUBS,,A REES SHALL BE PRUNED MINIMALLY AND ON Y TO SUPPORT CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED - L=206.85 AREA #i (OUTSI'- ,__THE OVERALL HEALTH OF THE PLAN I\ AS ROTUNDILOBA LIQU I DAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ( EASEMENTS)=725SF ----- X------------------ - 3. THE LANDSCEPNI�N�G PLANTSANDTREES A CENT -TO T SONT DISTANCE TRIANGLE, WILL NEED TO BEMAINTAINEDIN UNDERSTORY TREES °\' ,\\ - THE AREA EN 2' AN 7' ABOVE GROU S CLEAR,ZONE PRESERVE SIGHT\LINES AND ACCOMMODATE 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT \' ° - PEDESTRIANS. _-- '---_ PY PRUNUSYEDOENSIS YOSHINO CHERRY STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE \ ; EXISTING -------- EVERGREEN- ---_ COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT °"E '-$ \ - \ TREES \ TREE LIMITS ��, TREES TO BE PRESERVED AND PROTECTED. __PROPOSED MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE \ PROTECTION FE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. \ ONE -- _ ° o ---- IN ILEXx NELLIERSTEVENS NELLIE R STEVENS HOLLY 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE EXISTINGRWSA12" \ Q� -- LANDSCAPING CALCULATION:`, `. SHRUBS OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. VCP�SANITA$`J \ TOTAL PROJECT AREA 4. SAC : 2 088 S ` �` CJ CALLICARPAAMERICANA AMERICAN BEAUTYBUSH 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE LINE •� -- \°`�\ \ CANOPY REQUIRED IU7'. 20,909 SF ��;���` IV ITEAVIRGINIA'HENRY'SGARNET' HENRY'S GARNETSWEETSPIRE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR \ PROPOSED TREE CANOPY: 21.674`SF IG ILEXGLABRA INKBERRY HOLLY AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING - - �, ` DEPARTMENT. �� d °' ° e \ STREET TREES: \ \ VP VIBURNUM X PRAGENSE PRAGUEVIBURNUM TQ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, TAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 275`\LF ; \ s D TOTAL STREET./TREES REQUIRED (1 TREE PER 40' - 7 TREES \ ` EXISTING VEGETATION SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY36S TOTALSTREET TREES PROVIDED = 7 TREES + (1) EX. TREE _ $STREET TREES SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION ( (y) 2� - ,` Existingtree save area onsite(1.25multiplier) -2areas asshown OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE \ O" V/R`' ° ` TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST \ F 4 G/jV ` \ INTERIOR PARKING CALCULATIONS: \\ ; TOTAL CANOPY EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, \ z) PY + j9 - /q - TOTAL NEW PARKING AREAS AND TRAVELWAYS = 43,015 SF v BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY \ SS F(FO ° TOTAL INTERIOR LANDSCAPING REQUIRED (5% = 2,150 SF DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND `\ (y A ��, (4) IV (1)AS (y) Y TR/O 0� \ �`, TO-TkL INTERIOR LANDSCAPING PROVIDED = ,738 SF DOUBLE STRAND »]e GAUGE WIRE PROTECTED. \ \ Ce A ° - WITH RUBBER HOSE & TURNBUCKLES �Y/y 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY \ 1) PY r�•9 2 ItieR \--------------------- 2'x2' HARDWOOD STAKE II y, �_ 6 TREE IA BE PRESERVED AND PROTECTED SHALL BE REPAIRED \ 2 0O ° \�i POSED TREE cur &REMOVE BURLAP FROM TOP IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE '� \ €\ - - � �' 4g tilp 'a \ EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS \ \ 7� qNyZQ P ECTION FENCING\ , v3 ❑F BALL As SHOWN INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. SCARIFY sunsOlL TO a' MIN. DEPTH / 'vvv\ �,A v / - o"E --_ Eitj v _�� MULCH SAUCER \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF m . \ - �, TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED BY \ \�.\ (T.) PA ` FINISHED GRADE ( )AS SIZE ICANOPY 21/2" cal. 366 31/2" cal. 422 21/2" cal. 238 1" cal. 99 6'1 HT, 54 6'4 HT, 44 24" ht. min 12 24" ht. min 64 24" ht. min 23 30" ht. min 36 57 2,052 F- 1 w f f 1,115 Ov f c 21,674 O < " V/ ( O Z ` TREES UP TO 4' CAL SHALL BE STAKED LU 4 WITH 2 2'x2' HARDWOOD STAKES , TREES OF 4' CAL, OR LARGER SHALL BE O O w ; GUYED WITH 3 EQUALLY SPACED, TWISTED, i AND TURNBUCKLES. LOOP HOSE AROUND LU .Z. cc I TRUNK. FLAG WIRES WITH COURVEY TAPE u� ` REFER TO SPECIFICATIONS FOR ^ d0 LC 1 FURTHER INFORMATION LU Ln PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT \�� 4 ° ° \\ I Q 1 \ ';\ \ TREES UP TO 4' CAL. SHALL BE STAKED. \ �I `"A � W W k ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK ,\ (q) I TREES 4' CAL OR LARGER SHALL BE I - AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED., \ �I GUYED WITH 3 EQUALLY SPACED v 1g V / r A I v TWISTED, #12 GAUGE WIRE WITH HOSE lb LL 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE A GUYWIRES WITH RUBBER HOSE AND Ln O �` ` t F T AND TURNBUCKLES. LOOP HGSE . I v TURNBUCKLES 2/3 UP TREELn TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING v v `, �,\ � _� _ I �`� AROUND TRUNK ABOVE BRANCHES _ _� w THE FINAL CLEAN-UP. v v •,V -_ v -1_TR �--� AS SHOWN, FLAG WIRES WITH �y \ 1 S Z Imov DU/v1PSTER PAD�LT� r COURVEY TAPE. REFER TO SPECS I 2'x2" HARDWOGD STAKES, ALIGN r \ _ ° III III IIII - FOR A➢DITIONAL INFORMATION TOP OF STAKES 1992 3.38 \\ ( (1.) PY O OaQEN ENCLOSURE, IIIIII =11 0 I/ °0 • v, ` v II III=_ III III TK AMENDED SOIL MIX MULCH SAUCER in \ o ITH 30 X12' III ,�,//{ W (-in 7)M�' " C CRETEAPRON �O hTr�l COMPACTED SUBGRADE �j7/ I�A /�I Y„ AMENDED SOIL MIX c_ l SEE DETAIL SkUT7 II III li ilt Tree Planting and Staking Detail IIIIIIII _II o 0 CD CD '\ \ �_ _ I 'j + E \ O Not TO Scale CUT AND REMOVE BURLAP FROM TOP � v ® (5) PY (71) VP _,, �6 �... = - 1/3 OF BALL AS SHOWN ,..1 \ `. 1) PA II �I11111111=1TIJ .� ; . N (1) PY (6) CJ (2) AS - - SCARIFY SUBSOIL T❑ 4' MIN. DEPTH 10 )IV °\TCOMPACTED SUBGRADE ( AS (1) PY X \°\ N teTgSeen Tree Plant' eg z % WOW - - - -- -- nDetail \ o ., o o c a e ` -- \ - - - -_ Q I .::: -- -- � _: -- NOTLti-LAST (4) SPACES DO NOT � -rOW ALL PARKING L9 LU 20-� � CO ARD OVER ` ---- - - --I ' ---- -- - - �a< - \° NOTE VISIBILITY OF MECHANICAL EQUIPMENT SHALL C7 1- _ Am ,\ � i I\\ \ BE ELIMI AT D FROM THE EN RANCE C-ORRIDOR. � h,,/�� �6 9� (5)IN ° XI/�I/� - ° - - N \ \ ♦ I 0 \\ • I I c'4 II II I II II II "EPis 51' ° I _ - _ Q \ '� • I I FENCE'• ° --_�-- I q• O " �� � I I E z \ � a (zo) VP I PROPOSED 3,z8O SF , ' ; \ v�O'• '� ,� OF MANUFACTURING/ II III ° _ -- "°, e,, ° NO LL�.V (5) PA PROCESSING/ EXISTING e ���'� ASSEMBLY/& MEDICALOFEXISTING � o N � FABRICATION SPACE BALLET SCHOOL "E \° N �' I (2,465 SF) (6,Spo $F) \\\ W > z vv • ',` II III �III `'`� vvv III = , °HET vv ��'�� \ POLE Ldw PROP13, PRO ECT N FENC GA\ • • (5) 00 EE \, I ° C ' � 00 ----- U) O \ IILE- I w J z ��.-- 6 ° LU IN PROPOSED ncci 8O5F _ 9, m \V '� (1) AS COMMERCIAL OFFICE/RETAIL I I I I � -�, , I I I LU Source: Va. DSWC Plate 338-2 EXISTING I I r1 TREE LIMI v County of Albemarle II A v (1) IN II 120 t oqE W z Conservation Plan Checklist- To be placed on Landscape Plans I II ,III --- EXISTING ~I (1landbooL pp III-284-111-297 for complete specifications) 1 �`� A V OFFICE SPACE j U V I s I I II I I U I 1. The toBowingitemr rhall heahown oth e eolan: `� �l (6)VFa o - -j --ill 1 -- 8,160$F �I f 1 ID Trees to be saved; II U ® Limits of coming bapaide dnphne of trees to be saved); I I I A A A I qq I U El Location and type protective fend I I .o I IC4 r� _ II 1 _ tYP lm forcing; \ 1, I - O V / ® Grade changesrequrrmgtreewellsorwalls; I 1 I I \ \ ,, PROPOSED 5,00o SF PROPOSED 2,500 SF I I ; I II. 1 --_-___--- - A p� w P ns mg y �g i b n COMMERCIAL RETAIL RESTAURANT i -- -- i -- Q' 0 = FENCE 0 Ea imposed trevohi ortunnel' beyond the limits of clearing. � �� \s, I 2. mar r• i I I \\ y �, (z) MG I II II III. i S SSAND rr ID All pees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. I I \ \ y SANITARY I .,. / _ _ \ �- 1 GA T TI N ��/� 0 No grading shall begin until the tree marking has been inspected and approved by a county Impeder , 1 I SEWER ( ) (1) PY 1 CONVENIENCE �' n � •. W (1) PY LATERAL y0 CJ i 1 T RE 3. PreComtruction Conference: 1 I S O i sI Tree preservatim and protectionmeumes shall be reviewed with the contractor or site (12) IG \ (1) AS (1) IV o 0 0 LOCATION OF SIGN j i 2,350 SF tl a `; n ---___ SEE SEPARATEAPP� tl IN 1 e w 4. Eaulvmerrf Operation and Storage: 1 \ \ \ � ,'�, __ I / A' �0'4 0 El Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be pemutted within the curliness of trees 1 _ 1 \ \ \ •'s: ; ' • L ' ;" _ I... o - - - --- -_ _ _ I _ 1 ° 6 ' `o q e • 6 ro to be saved. II / II + I_____ .. 1� _tr 'I (12) IG _ _ w I I 1 1 IV N yy,� 1 (y) \' o� o•� ,:14. EXI L_--_ - O 5. Soil Erosion and Stormwater Detention Devices: I I ' - `^ ® Such devices shall not adversely affeM treeswbe saved. (27) _TREE LI $ - - _ _ _ _ _ _ y - - -�. 04 ."^ • VJ 6. Fher•� (1) PY (1) P 81 Fires are not permitted wi11nn100 Feet of the dnpline oftrcesto be saved I ) �a \ _ ___TRE€1'I1CV E�TI ON -_______ s _._. Ih e ' I� • a _ ---_ 7. Toxic Materials: ' � ' I , ,' ��%'-� i\V ,' '• � :L' ci (1) PY. ) VP'. (7) VP - CI _____ I. c'i A (3 � FEN NG r 1 ® Toxic materials shall not be stored within 100 feet of the dripline offices to be saved. , ,' � r - � 1 �': : , I S. Protective Fencing: - , r r i i' V IV " ` (2) IV VP ILI from to be retained within 40 feet of a proposed budding or grading activity shall be protected by fencing. it ,' ,' _ _ _ A A•I, :: s "'« `- - G A r _ _ r-^ , • 9 ' ' ' ` --_�__ ..L.,�, ( ) 5) IG I I � I , ..- �.' . ppOL�E " NE SIGN Q fl Forcing shall be in place and shall be inspected and approved by aCounty lrupectorprior to grading or construction. � , , =-_- II A A - ., .. _ '� ( I 3 y �' i _ I�'1e` • � E � b 4 ° s�SGN ., e �4 IJ C�I 9. Tree Wells: %,' �i 4%' 1 \ \ _ I I o �'.L OHE SIG \r ® When the ground level must be raised within the cambric ofatree to be saved, a tree well shall be provided and a conrtnretim detail i/ {�{' II \\ - II ® ( _ * - ---- - O O y S OSIGN O \ submitted for approval. / ✓ ^�' r r I \ 1 0 '1" 'r S �L p 1 " O - 1 0 i I 0 r r 10. Tree Walls: �' '' � a ' � � �r "�_ .o • 4 d ,,�� «+a•ul "`7"" W �� II J o o 0 0 0 0 0 0 .I., 3 . - N N • _ - £ 3 # s € p # € ' N'.. :Y!'"""*fr"'"""'"y) -_ _W- _ W �\ Wes_ N U When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail , - i / / % . \ - r� _ * " s _ _ submitted for approval. - \ r .,., f +, L-387 PEAR Sv9-sv9-sv9-sv9 svd se9 -sn9 _sag_ r'- _ 0• 34 SY9 sag Ln 11. Trenching and Tunneling: _ i 71 00 a9 - S" , Sag �_ Stl9 = Sep - TI W ��+Y,,y�j ty€ € e9 � When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftrees as possible. Tunneling 2"a�,�� - a � , , - -7 �-! 1. \ i - _ _ y,.. y Stl9 under a large toe shall be considered m an alternative when it is anticipated that necessary trenching will destroy bander roots. i i +� Y �� / - `v'4"' " --- _ r 1. y €I \ SyG Stl9 12. Clete - 41 _ - - i , # s e s Sao ' \L�..44�1"^''Ltt 41 "' y� r r r i / / - SOME ` t ' ,. Stl9 Stl9 m lL i ® Protective fencing shall be the last items removed during the final cleanup. ,,r r r / _ I - ' - # s 1 € yl.+*r `"""""""2" Stlo Stl9 y� - _ _ - - ' _ &3, _ 13. Damaged Trees: -'Of ---- __=== °yF w -se9 tl9 v9 WATERS LANE & ' a n ® Damage trees shall hetoated immediately by pruning,fertilreatlon or other methods recommended by atree specialist. � / -�� - �, -' - - �ws - I w� � �Stlo �Seq ly���' JOB NO. --' _ NOTE: Ii IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION - I __i' �� ;.�'_ - W ���� ��Stl9 r TREE SAVE .B. 156�-43CJ� ,' REQUIREMENTS. - - S S 9 s sv9_, , WATER AREA #z (EXISTINS,_----- �L------------------i =--_- _ D 192171 METER --- TJ2f@r 39oSF RAP ' 5/11/2020 ___ - ���- v9�sv9 _---------- - SCALE OWNERSICATU (DATE) _---' J �� -- -Stl9 /'--------------- _- 30 1, 1"-30t GAS GPS - ----- - / ` GAS � _--- `j - Gq5 �'__- E: ALL PRO_PCIS €D TR E E W I = = 11111111111111111111111111 _ _ C ---- ----- CONTRACTPURCHASER SIGNATURE (DATE) \\v '-------, RT 2505HAt DA MINIMUM --___ __-_--- - SHEET NO. 5)1l06 page l of \ - _ O ROM THE EXISTING OVERHEAD ( IN FEET )---____ `- --_UTILITY LINES. 1 inch = 30 ft. \ 5 tNTITYI COVERAGE 7 2,562 9 3,798 12 2,856 22 2,178 15 810 15 660 57 684 57 3,648 57 1311 Lic. No. 035791 11 12/15/20IIic4 OL»SrnhrAT. E��l STR11A, VDOT STD, MH-1 STA. 10+77.40 TP=558,55 INV IN: 553.15 TO 1B INV IN; 553.15 TO EX B2 INV OUT: 553.05 TO EX STR IVY STREX STR IVY, EX DI STA, 10+00,00 TP=555,23 EX INV IN: 552,43 TO 1A EX INV OUT 552,33 TO EX. 24' PIPE STR;1B, VDOT STD. MH-1 STA. 12+47.71 TP=560,50 INV IN: 553.87 TO 22 INV IN, 554.10 TO 2 INV OUT: 554.00 TO 1A mot- — ITF--t---i---I---4 STR:2B, VDOT STD, MH-1 STA. 15+52.30 TP=563,00 INV IN: 555.82 TO EX 4 INV IN: 555.82 TO 16B INV OUT: 555,72 TO 2 STA. 14+66.60 TP=559,50 INV IN: 555.29 TO 213 INV OUT: 555.19 TO 113 STR:EX 4 EXISTING DI STR14, 24' YARD DRAIN STR6, 24' YARD DRAIN RAISE TOP TO 563,00 STA. 16+41.29 STA, 17+67.71 STA. 16+32.92 TP=563,05 TP=562,10 P- EXISTING TP=560J0 [IN�IN556,65 T❑ 12INV IN: 557.38 TO 8 INV IN, 556.47 T❑ 4� INV IN. 556,65 T❑ 6 INV IN: 557.38 TO 10 INV OUT: 556.37 TO 2B INV OUT: 556.55 TO EX 4 INV OUT: 557,28 T❑ 4 /— I — —T— STR:8, 24' Y STA. 18+26.11 TP=562,30 INV OUT, 557.67 TO 6 5601 555 l/ iCILI 12' PVC YARD DRAIN lAA i 24' PVC 12' PVC YARD DRAI 12' P LF @ DR -58.40 LF @ 0.50% IA -EX IVY 24' PVC 85.71 LF @ 0,507 PVC YARD DRAIN 24' PVC 218.88 LF @ 0.50% 8.3 8,37 LF @ 0,96% 170,31 LF @ 0.50% 550 18' PVC YARD DRAIN 550 24' PVC 80.62 LF @ 0.68% 77,40 LF @ 0,80% L548 548 J J .-• `• o V o o (`7 O� It O� .�. It U� N o N Cu- (U W W Co U-) Co U-) Co U-) co LO o � pi LO pi LO o �D o �D �D - `-' �D �D o �D o ID N CU ID Cu CU � ClJ L7 L7 lTl lTl ll� lTl lTl T) lTl lTl ll� lTl lTl � U-) � lTl U-)N U-)N Ln N u') U) n W L� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5018+75 STR 8 - EX STR IVY VERTICAL SCALE 5 0 9 5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. NOTES: 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY 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. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. DRAIN Lic. No. 035791 12/15/20 14 z z Lu E 0 V Z O J rA a k D V/ 0 W Z o � J a 00J ¢ w Ln m W z a U) w 1�1 d ` w Lu Ce 0 Lu N N N .� .� in nNy N z a LDJ rn � _ M Lu N U) ® CY) J ' z o LL O') LL N � N LLI > z w LU Z J w OJ Lf V O > J r-i LL Q 0 U 0C Lu E LL' J V Y < Q w 11 z �- U 1-4 LACl) w Q � 7 0 w O CO U w Q 0� O J 0 o > Ln J U V N w w aI V) JOB NO. 192171 SCALE 1 "=50' SHEET NO. 8 570 570 565 565 WA ERLINETOI ENDi BEN TH EMS ING 4' STORM PIPE CR SING ATA .5 a COIN TRACTORT VERIFY CRO 3SING 560 N1 FIRE HYDRAN ASSEMBLY 560 NN RTO EXISTI Gal' 6"-a,250 END WATEF LINE W/ i2"W' .S.&V. 555 555 Lu LO 0 �D CD w w co 4 l7 l7 0 n LO � ww 10+00 10+50 11+00 11+50 11+75 FIRE HYDRANT EXISTING RWSA SEWER MANHOLE 570 STA110+00,00 570 RIM1568,06 EXISTING INVERTS TBD XN 565 565 \ STING a 'STORM PI A PROX. EL EVATION 56 1.28 6"FIREH DRANTCR SING 560 560 PROPOSE 6" PVC SAN TARY SEWERLA ERAIL AT MI 4.2.o8% SLOPE. TI-IN ELEVATI DN=558.46 555 555 550 550 cu M o cu�D CDr ELWVLL�3 �D �D LO LO UO n n 10+00 10+50 11+00 11+50 11+75 SANITARY LATERAL 5 50 STR11B, VDOT STD, N STA. 12+4 TP=56 INV IN: 553.87 TO INV IN: 554.10 T INV OUT: 554.00 TE 565 PROPOSED MAE 565 EXISTING 560 COO,560 (( IN�?SO5 .Si OPOS RFOR IU DERD w w J J co o � LO 0D PROPOSED w w � � � . LATERAL E L7 LnL7 UO W L� 10+00 10+50 11+00 11+25 C04 - C01 D 4'1 TED RIGID 'AIN AT MIN 5" SAN EV. 55937 H-1 7.71 STR122, VDOT STD. DI-3C, L=8' ).50 565 STA. 10+53.78 565 22 TP=560.20 2 INV IN, 556.75 (FROM UNDERDRAINS) 1A ROPOS D INV OUT; 554.75 TO 1B GRA E EXISTING - - 560 GRA E - CO 560 _ INV. 558. o 0 IN .557.51 INN 559. a6 757 F i0 PROPOSED 4" 759 F@,0% EX. "DIFIR LINE UNDE DRAIN AT MIN 555 1 \7 TO UILDIN i%SLOPE 555 PROP DSED i' WATEI t PROP DSED 6' SAN LATE AL LATE AL ELE V. 56o. 4 15' PVC 53.78 LF @ 1.64% 550 550 548 548 ww��D J J CD 0 �� �o CD o o00 (`7 o� (P (T w w 0^ ID o` .D (U �D (U �D Cu `D ID L7 L7 L � Ln U-) �, U-) �, U-) u) U-) u ) ww 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 STR zz - STR 1B NOTES: 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY 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. 3. ALL FILL MUST MEET 95% COMPACTION, 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. STR:18, VDOT STD. MH-1 REPLACE EX. DI TOP STA. 10+00.00 TP=559,50 INV IN: 556.03 TO 20 EX. INV OUT. 556.03 STR120, VDOT STD. DI-3B, L=8' STA. 10+17.79 STR16, 24' YARD DRAIN TP=560,33 STA. 17+67.71 EX INV IN 556.37 TP=562.10 INV OUT; 556.37 TO 18 INV INI 557.38 TO 8 INV INI 557.38 TO 10 INV OUT; 557.28 TO 4 560 EXISTING Sl 1185TORM EWER INVERT .STR i8 SH LL BE REPLACED H MANHO 'TOP. STR ao SHAL BE INSTAL 1'' EX15TING ST RM SEWER IPETO ACCOMMOD ENEW EN ANCE ADIUS 555 24' EXISTING CL�III RCP 17.79 LF @ 1.93% 552 552 EIO LLn 10+00 10+50 10+75 20 STR zo - STR 18 HIGH PT STA 10+04.57 HIGH PT ELEV; 587.24 PVI STA:10+30,67 PVI ELEV 585.78 K;12,00 LVC:52,20 Il V Il m U-) Cu I, , v� �m u + Ln 590 - 590 -5,55 % w Lv LOW PT STA 2+82.104 PVI STA112 11.14 585 PVI LEV5 7.84 585 _ L C 141, 1 vm �D V 30 V ID 580 + + 580 LJ LJ 4< -- ; > \ W \ 575 575 LOW PT ST ; 13+ 8.57 LUW T EL V 5 L28 PVI LEV;5 1.79 570 \ K;26,0 1 570 \ BVCS; 13+0 00 BVCEI 563 1 \ ; + EVCE; 561.2B565 565 560 XISTIN RWS SANIT RYSE ER 560 CROSSING. C014TRACIORTO ERIFY EPTH TCRO SING LEVATION - ZE 555 555 w a 552 552 a WW Uo7 0000 .M0 00 Co W^ n� � L7 LO 00 Ln 0 LO 0 U7 LO w L� 10+00 10+50 11+00 STR;4, 24' YARD DRAIN STA. 16+41.29 TP=563.05 INV IN, 556.65 TO 12 INV INI 556.65 TO 6 INV OUT; 556.55 TO EX 4 STR:10, 24' YARD DRAIN STA, 10+21.36 565 TP=560.50 INV OUT: 557.49 TO 6 560 1 III 111 1 1 5601 1560 55 555 555 12' PVC YARD DRAIN 52 21.36 LF @ 0.52%. 552 » W W 00 J J C- 't W Li ID (U LD L7 U7 W L� 10+00 10+5010+75 FSTR lo - STR 6 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0016+25 FUTURE CONNECTOR ROAD i i 25 MPH DESIGN SPEED STR;12, 24' YARD DRA STA. 10+84.72 TP=560,50 INV INI 557.16 TO 14 INV OUT: 557.18 TO 4 -- 4-- _F-- -i -- t -- '/�18' PVC YARI I' PVC YARD DRAIN 221.84 LF @ 84.72 LF @ 0.63% E�_7nI STR114, 24' YARD DRAIN STA. 13+06.56 TP=561,50 INV ❑UTI 558.30 TO 12 565I 560 55 55 W W JJ V o (D o 0� (U o rl CD o Coo CD CD co o N CD LO W W (u LO �D � C'5 � XD � (U � � (U � � (U r � (U 03 �D � .-. �D L7 L7 n � NO LO NO n NO _0 LO LO LOLO W W 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5013+75 STR 14 - STR 4 Lic. No. 035791 12/15/20 14 z z w E 0 V Z O z a k o W ca Z J z J O ¢ w O U) F- m W z a U) w d ` w W Ce O Lu L j n Ny N a rn LDJ � M Lu _ N U) ® CY) J ' z C:) LL LN N � > z Lu Lu Lu J J J LL LL LuO p[ 0 w (3 Q 0 Q w z E U oC ' J L `1 Q C) Lu II U o w z Ln Cl) F- 5 W ~ O _ CO U ::D Q NW 0L O J Q o C:) _ N Ln � w J U V (V w a ME w V JOB NO. 192171 SCALE 1 "=50' SHEET NO. 8A Design Storm Year = 10 Design Year: 10 Project: Ivy Road Job #: 192171 Prepared by: KKW TH 0FG SCOTT R. LLINS�Z U Lic. No. 0357911 12/15/20 o��SSIONAL F z w O z U) U z w f OC) C)z 0 > a z O (1) Z U U, U Z O0 Z 'n J Q Q Z O Q w m Zg in w /A U > z Q w o V/ W o a un Q w 0 Z g W uLu LQ Cd MEn =) LL O un W J f m W Q W Q N N () N Ln 0 j ^ rl N '-I z M W N U) 76 CM J z O T N N 1 ~ W > z LIJ gutter longitudinal slope of 0.001 should be used in a sump condition J J (_ O z w J O W I--� W J Q ` Q W U 15 -L U DC Q U J `� Q W LIJF1 ~ z * gutter longitudinal slope of 0.001 should be used in a sump condition Ln W W H F LJJ Z L]i O C U I L. o J O > O O N I --I U '� w J N w � W a 07 JOB NO. 192171 SCALE T 'Z1"=60' SHEET NO. 9A ® • 1 • ® '' 1 11 1 ®®® 1 I 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 Coef INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 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 Inlet Hydrology Curb and Gutter Inlet n r +K � rn � m w � � a C a p. U p C O. OI O O > m p a o U 3 p m a t � � m p rn m c d m m a O l0 J H m p w > J Q U U C7 Ci Ci (A all 0.56 0.55 0.319 2.07 0.00 2.07 0.0010 0.0200 2.0 0.0200 1.0000 13.50 22 DE3C 8.0 combined flow 2.1 0.23 0.509 11.67 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FTC) PERIMETER (FT) A (ACRES) C I (IlV/HR) Q (CF S� 14 24" YARD DRAIN 3.17 6.42 3.00 0.45 4.00 5.40 4.0 ORIFICE FLOW 14 24" YARD DRAIN 3.17 6.42 3.00 0.45 6.50 8.78 4.0 ORIFICE FLOW 12 24" YARD DRA PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Rpe Hydrology Pipe O J � N E � u E � m s m .N�. 3 � m E O N c B � O E � � p C v v m o .Qm- LL v � " m t rn W U r O O Rpe run: 8-IX NY 8 6 0.15 0.83 0.125 0.125 5.00 6.67 0.83 0.83 557.67 557.38 58.4 0.01 0.0050 12 2.72 3.00 0.32 6 4 0.16 0.83 0.133 0.473 9.61 5.45 0.72 2.58 557.28 556.65 126.4 0.01 0.0050 12 3.940.53 4IX40.070.800.0562.15019.953.970.228.69556.55556.478.40.010.0096186.950.02 IX42B0.000.300.0002.15019.973.970.008.69556.37555.8280.60.010.0068186.030.222B20.000.300.0003.89120.203.950.0015.37555.72555.2985.70.010.0050246.240.2321B0.000.300.0003.89120.433.930.0015.37555.19554.10218.90.010.005024 E 6.21 0.59 1B 1A 0.00 0.30 0.000 4.210 21.01 3.87 0.00 16.30 554.00 553.15 170.3 0.01 0.0050 24 17.31 6.27 0.45 1A IX NY 2.14 0.76 1.626 7.464 21.47 3.83 6.23 28.60 553.05 552.43 77.4 0.01 0.0140 24 29.00 10.52 0.12 Rpe run: 10-6 10 6 0.48 0.45 0.216 0.216 9.50 5.47 1.18 1.18 557.49 557.38 21.4 0.01 0.0051 12 2.77 3.37 0.11 Rpe run: 14-4 14 12 3.00 0.45 1.350 1.350 19.00 4.07 5.49 7.69 558.30 557.18 221.8 0.01 0.0050 18 8.09 5.20 0.71 12 4 0.52 0.52 0.270 1.620 19.71 4.00 1.08 8.69 557.18 556.65 84.7 0.01 0.0063 18 9.00 5.80 0.24 Rpe run: 16-28 16 168 1.71 0.57 0.975 0.975 7.50 5.94 5.79 5.79 556.93 556.19 147.4 0.01 0.0050 18 8.06 4.95 0.50 166 26 2.19 0.35 0.767 1.741 19.10 4.06 3.11 7.07 556.09 555.82 53.7 0.01 0.0050 18 8.07 5.14 0.17 Rpe run: 22-1B 22 1 B 0.58 0.55 0.319 0.319 7.20 6.01 1.92 1.92 554.75 553.87 53.8 0.01 0.0164 15 8.95 5.76 0.16 Rpe run: 20-18 20 18 0.14 0.85 0.119 0.119 5.00 6.67 0.79 0.79 556.37 556.03 17.8 0.01 0.0191 24 31.27 3.99 0.07 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 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 c m 'V c d o w r 4 � W N On � � £ 0 o C � � t0 C J O 10 O 91 a > O d cri F m ui C7 d 20 DE3B 8.0 0.14 0.85 0.119 0.48 0.00 0.48 0.0110 0.0200 2.0 0.0830 4.1500 4.96 0.89 3.5120 0.1463 0.1502 4.47 1.79 1.00 0.48 0.00 - 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 Inlet Hydrology Curb and Gutter Inlet m � d o � 5 � c it C � w a N � � � 1I1 'F � N O N C .t.. 'o � � o v u m 'o 0 d � � 3 o m ° OI C U (_n vai r= N II I��I11 d J C 91 a a w > J Q U U Q Q if (n 10 W 20 DE3B 8.0 0.14 0.85 0.119 0.77 0.00 0.77 0.0110 0.0200 2.0 0.0830 4.1500 5.95 0.83 3.5120 0.1463 0.1415 5.69 1.41 1.00 0.77 0.00 -