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HomeMy WebLinkAboutSDP202000044 Plan - Revision Final Site Plan and Comps. 2021-03-25\ \ LEGEND: \ I / \\ \ \\ \ \\ TH 0 I _ 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 R \--- �� 03 10 21 L=206.85 - \ \ \ \ \ - GM GAS M TER \\ \\\ oeE MH `\ \\ j---------^\��\ \ P LIGHT SOLE \ ��`SSI E�GN MANHOL� V ONAL M0 TIORIL�G WELL SANITARY \\ z --_\ P \ POLE \ \`\\SEWER \ `!\, \\ \� \\ \\ \\ ST SIGN PROPANE TANK z z \ \\ \ - _, /// 1 \ \ -ESMT. E _ \\ \ o\ ---- \\ TELEPHONE BOX\ (D.B.\2706\\ \ \ \ _--- \ UL UTILNY LID 0 0 -178)` \\ v v v v �6 A v v WM TE� METER v v m O O \ A Pf7L ° v v v r \ / v v WV WA VALVE v < < 1`EMP. \\ \ NE \ \ Q \ \ / \ YH YARD 6ZR-ANT w u u OSNSLTR. \\ A Rod'<< (D. 2706 \ \� \ §�_ \ \ \ OSk \ / \\ OVER4 TILITY LINE - - \ r a N 1 \ \ \\\ T \ / \ \ z ��\\ Lu ENCE \\\ \ -- \ f z UO �R _ � TjO� \ \ \ GU A AIL j \ zz o 0 EA ,EXISTING /N < z Z ELA$��_, F QF O C \ �\ °; \\ \\ a O N z z \ \ \ \ i." GRIi L• REMOV NTTOB S <FQlkc TR'9QNS \\\ ��\\ '°���.. u"i m w O o / CONCRETE \ u w < < z z I�cyy w 562%9 ---- - _ 8,46)LIogNY d \\ \ \\ �\ GRAVEL \\\\\ w z a g :EXISTING FENCE INV.IN= " E.q - � � \ V A � d Ln < < ENCLOSUREAREA fA 556.39 °'°•i SEMENp \ \ \ \ \ \ \ \ \ , .. w o z z \ TO BE REMOVED DI TOP M., 60-25A \ \ \ \ \ - h2� v APAVEMENT /� v �� v v - g E \ Q 565.42 g E \ \ - - -- a a T A GRAVEC CEDAR \ \ \ \ < \ \ \ \ > < w w \ \ QI V` ,sib ACRES °NE %� vv�vv A \ \ vv A vv vv WLu • EXISTING = v V A '-"En En 564�6 v\ fl \ V v v v v v m LL LL D \ ` LIGHTPOLEAND �. \ \ \ MA AGED SLOPES \ TOP= 82.0 `, `� ' sr'NCE OVERHEAD POWER - \ \ \ \ \ \ \\ \ \ \ \ w V=578.5 \ \ a \ `'', ° a� CAA Tp BE REMOVED oyE \ \ \ 1 \ \ \ \ \ \ �' V A\ �� �� �;': ssx ✓ A A\ vv fl vv T.M. 60-24), \\ vv vv vim_ > > \ \ \ \ \ \ \ UNIVERSITY OF VIRGIN\\ FOUNDATION \ \ \ \ w w / \ PAVED ONE \ \ \ D-B. 5184, PG.13 - - R EXISTING STORM �' ` 0T `�- \P EXISTINGGATETO\ D uSE� RUR-AL/RES�-NCE-- �, TO BE DEMOLISHED E REMOVED \ \ \ \ \ \ o o c \ \ U EXINTING \ \ \ \ \ \ > \ 0 N N m )) 't 8 \ MANAGED EXISTING GRAVEL '�„ i . ,. - 1 \ SLOPE TO \ \ \ \ \ \ AREA TO BE ✓ NVPIPE �GR9'VEi,� ': _ �' - \, oyF.. A REMAIN '\ v � \ v v � � � ` � REMOVED FOR a ``• \ \ \ \ 556.55 V o PROPOSED ✓ ✓ IMPROVEMENTS ';;`S' EXISTING STORM IRON' DEMOLISHED AND , '"ND REPLACED INV.OUT= DI TOP= \ \ TOP=581.9 -r. \ H INV.IN- 556.37 \ \ \ qJ GRA L POLE 558.g Wv.IN= NV.OUT= GP TOP- \ t�•11 50 \ V-578.8 �� ,4 5/0- 55.555.36 s, \ \ \ \XX\ __ 15° CMP MOTE: BAST TOWARD OCES DO NOT \ � � � � _ ` ` _ 12 C _ T INV.IN- COUNT TOWf�RD OVERALu LL PARKING- / YMF 5 e [558 55528 INV.IN- 01 \W557.45 \MINzo�'1'E0.29 M 555 50 555.18 v v - CA I--I RIP ENTRANCE NV IN555� B 01.' \/A.A/iX' ������� t� (�J �� EXISTING STORM RAP ENTRANCE 562.35 i \ \ TO BE DEMOLISHED NV.IN= 562.42 t ` OP= 59 A . ! D M J \ \ \ \ \ EXISTING STORM EXISTING STORM i 558.84 EXISTING STORM SIG v V�58.� TO BE DEMOLISHED - TO BE DEMOLISHED c` ✓✓., \ \ _ - TO BE DEMOLISHED Q \\ \ \ \\ 1 STORY FEkE ST 4" ° CONCRETE/,. " \ \ fl CV i-I ° UCCO TREE RAMP TO BE EASEMEN 1(c BOCK d ° .i OS O RECONSTRUCTED �t EGR BUILDIN' `- z (5,250 SF) ,. DECK X %/� U) W \ \ \ AREA TO BE n ° . < q/v�,p (� Z EXISTING GRAVEL �° ENCROACHMENT V � a REQUIREMENTS (D.B. 3919-�65': 1 0. . ° oqE \ fl�R (� REMOVED FOR - - \ \ PROPOSED ENTRANCE e \ FRAME a __ WALL \ \ ACCESS& T9J/ \ - - - - 0 QQ LANDSCAPING \ PARKING EASEMENT �/ -- > 7 A V A \ 562.43 E: INV IN= \\ BLDG. / v v v L 1 O Q 9° '"' 555.3 _ TDB 54z7 PG.zzo & zn v / / DI \ NC ... \ \ \ \ WILLOW N' IN W Z I / \ ,,Sq g� ENTRANCE CONC.Lu 5 0�07 560.06\ CASINGS /// 3 POLE 9'56� vvv 1� D vvv� J \ \ \ \ DITOP :. 'PLANTER / -� _ i F // \ La METAL / oN 6 v v v \ \ \ \ \ \ \ o I 1 STORY 556.193` / .. s�o 2� \ I -I \ \ \ \ \ I BRICK STEPS/ ENTRANCE ?�tE Q� FRAME \ �\ L� O J \ \ CONC PLANTER ENi2ANCE 559.80 ° r V,5 g1 \ \\ \ \ \ \ \ 15" (28,960 SF) 5 ER5 60.07 "Nw m \ W O BLDG. \ \ \ \ TRIPLE INV UT- AUTO m \ METAL \ \ \ \ \\ ASH SPKR 1 STORY �G 1 \\ /\ I a •, , ,\ 5 4.7 i RAMP DI o I °NE.'. \ \ FRAME 0 / w \ \ \ \ EXISTING \ \ ENTRANCE BRICK m BLDG. L9J W 1 / \ MANAGED I \ `\ c- ` ` \ ( ) f� BOUNDARY LINE ' \ \ T.M.P 60-�5 562.43 PAVED 12,175 SF PLA TER Q DI FOR PROPERTY Q \ \\ ROBBER ASSOC \TES \ SLOPES TO I \ C / I D.B. 1083-5Q \ REMAIN \ \ �� `�. �� `� \� `1 m h ! : DB.55o4,PG.z8i-z97 ,'20 �E = W D.B. 635-308 PILAT WOOD U (f ) ZONING: HC HIGHWAY C MMERCIAL\\ \ 1, �\ RAMP ii �I -ENTRANCE art _m I V= 5, °i CONC. USE: COMMERCIAL OFFICE ENTRANCE ENTRANCE TOP-559. 6 BOX Z �i ` \` I � � �` I ' 560.03---I�fV IN In. M 6� ICE PAV D � J Q E IST. SA N \ 562.40 _ DI C 2 B B BOX ONE Y Q \ I�z 54 S PAVED 556.34 �I (SEWER I= �� T.M. 60-25B DI TOP f T OPLIGHT OLE ui F1 I� LOT B ► LIGHT U / 562.30 I B PT # POLE ENTRANCE I` DI TO = CLEANOUT / / \ ; 55697 4.80 ACRES QL UL, FENCE •,� \ EXISTING PAVEMENT B. 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 •` 554.3 , EASEMENT FOR FIRE : ATM ° in CO W ADJACENT TO BUILDING TO METER WATER �'CN„ `\ r SEPARATION BLOCK BLDG , �:. O BE REMOVED RELOCATED UTILITY STEPS r ° I I m ° CLEANOU BOX PAVED I 54 7 I - o / Ff�AME °° i:M. 60� 5A ~ U DB. z PG.z20 & 221 OVERHANG MAGNOLIAS OVERHANG a / w / \ \ CONC I ENTRANCE I - m Ap ° HN��S' IVY°RO D LL ( D `p„ J / �o'WIDE RETAINING WALL°&-.` ° ° ° °e lff B° °TI<:B..55Q4,PG�2. 1 -2 w v BUSHES L---J L---J _-_ O C RN ANG - - - - I YH ° ° DB.yyz7hPAGN zo E zziM ENT ^ra Zd t1SE: `6iA$' OS: ATO L - RETAINING EXISTING(6)PARKING R, WALL GAS PUMPS r .eCO / / / '•` ` a a EXISTIN k SPACES ' iG�J GHQ. ° CONCf�;ETE F- C) U) / , / \ - , \ a 4 aSANITARY MAGNOLIAS PORTION PIPE f7� I ° I --I � / ,� l `, `SEWER LATERAL TO BE D REMOVED / b'NC EPLACED WITH NEW 6" UPGRADE TO z4° ?" TEPS ETAL P C SEWER LATERAL EXISTING TREES TO 21^ - z- 'PIOLEf° CANOPY o �s _ w \ INHEAME LOCATION _ BE REMOVED I ILLOW � 8 I = PE R°•' •� / _ _ EXISTING C N r "/ - i ° LE ATION ��" OAK k' WI L W i _ _.oHE LL Q RAMP _ © _ • -� oHE ° REMOVED i OA .. M. WM'i-- L 3R7 54' °° ° ' .° °° ` PATH TO BE DEMOLIS ED ,, ° EXISTING ASPHALT - ...• oeE POL•ESIGN ,fy` °, �°OHE °p OHE SIGN S\ V n \ LLOW v n FH o FoHE - F Q SIGN WATER OAK POLE oHE� O OHE- �- EXISTING SIGN o METER O O M AN H LE '', a a ` V.1B">LK' r, _ ISTINGTR T B� r CURB O TOt�68.06 P h?� Fi3UND 5 DI y DI T P W > ' ii� / ""i SLID SEALED) p TO REMAI W 0 / / Uj� / / /' ,' ,' , \ / \�Gi ----- '•r•, PEAR / - 1dL� IRON // 4'; W 197.70 D M _ L=387.34 Sd9 S 9 SCU Sd9 SVD / / FOUND ROCK TOP=566.., N71°1600' -W--� \ 0= S Sd9 Sd9 // Sb9 Sb9 P- GUT E IUSTO N w / d9 _OHE -- s cuRB & Sd9 Sd9 / SHOWN AS 80'U'S. ROUE/ 0 IVY R A a 4 24" 64_ \- E WATER LINE & 5 - - - - - - - - - - - - - - - - WIDE ON PLAT IN D.B. 296-432JIM / UPDATED TO \ ° -€X1sTIN S'd STANDARDS i INV. w SI Sd9 D.B. 156 -435 / y JOB No. 56 55 INV UT= Sd9 REMAIN- ( p ) _ _ _ _ _ _ - 192171 �565.54 50 S / SEE NOTE Sd9 V IN=560.28 / EXI b_NE '. DL - - - -I- - I GRAPHIC SCALE ELOd ON Ro 5 5L23 SCALE T/ N ROAD) - - - - - - FIF2ELINE TO BUILDING Nv.w=56o. UTE 250 Y B 296_ 432 - - - 30 ° 60 zo /ft \ \ GAS AS�`%IR�-�� IV METFRTO-REMAI c-_- J/ SH NO SHOWN ' 'REP AL TO BE \ \ ( IN FEET - - - _ _ - - - - --------- EET \ LACED ' 1 inch = 30 ft. - - 2 _--_-, -- v ry �`, SITE PLAN NOTES: vv �`\ ---- NEEDED FIRE FLOW CALCULATION: 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) = z,oz�PM NFF ° _ 2 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND ----- SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. Gl R=2962.75 ° �y C=18F(A)Ao.5=184\1.0*z8,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=1 FLOOR X z8,g6oF= 28,96o SF 6 CONTRACTORSF3ALLREIOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WJIH UTILITY COMPANY U Lic. No. 035791 ° MH ` OCCUPANCY FACTOR=1.z50RC-SRdPIDBURNING FOR THE DESIRED LOCATIONS. 03�10�21 c� \ \ X= 6 FOR 70' AWAY BUILDING EXPOSURE OVER T-ioo FEET \ o _ 7. CONTRACTOR SHALL REPLACtTHE PORTION OF THE EXISTING ASPHALTTRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE7tS�HOWN ON o� ` \ °NE \ O P=o F NPROTECTED OPEN COMMUNICATIONS THIS SHEET. �SSIONAL E�G1 \ `- °6 REDU N IN NFF FOR.AUTOMATIC SPRINKLERS PI\Y \ \ \ ° 6 `�0, 8. INDIVIDUAL SIGNS WILL REQUIRESIGN APPLICATIONS AND SIGN DESIGNSWILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING----_ \\ "\ ..--.\ -- _ '' 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 \ 9- ONE ° g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDORSHALL BE ELIMINATED. 06 \\ \ \ ----- z,04 PM WAS PROVIDE IA TWO k�YDRANTS WHILESTILL 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 A EXISTING RWSA 12" \o �� PRESSU EQUIREMENT. T TEST RESULTED IN AN AWWQ Qzo CALCULATED FLOW OF 3,547 GPM. SAME LEVEL AS THE PARKING SPACETHEY SERVE. w w \ VCPSANITARYSEWER POL r f f %E IRON �' ` �� � `:`. `� ��-- UTILITY NOTES: vv ��� O O ONSTR. ` \ INE \ CG-z CUR ° \ \ W/z' OVERHAN SET 1. A MINIMUM OF i' OF VERTICAL SEPARAT\ION FROM STORM SEWER &WATER AND SEWER LINES MUST BE PROVIDED. m u v 0. SsTT 06 \ A CG-z CURB \ CSC ------ z. A MINIMUM . ' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. z u u 7 \ W/z' OVERHANG °\ Tj�q !\ \ \ 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. I f \\ \ \ Osp \\ ,' 4. -A MINIMUM OF i.5' OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHE4UTILITIES. Q Q �\ CG-z CURB S36° 1i O' \ S. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATEDfOR Z c� N N \ W/z'OVTERHANG s2o / \ �TjO \\ ` PUBLIC USE. f \ cL + Ty P o O F ERG/ �F° n/ ` \ ,' 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYINALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO f Z F F "E A78 N/q R\ ��/� CONSTRUCTING THE EXTENSION OFTHE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. O 0 o \ 3R SS F<FC F TR ° CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN z0 > > \ TR7C qC�S \ CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. . < z z 04\\\ \ \\ `3' PROPOSED I Typ Q. (D&p0 \° \\ 7. PRIOR TO CONSTRUCTIONTHECONTRACTOR SHALL TEST-DIGATTHE LOCATION OFTHE EXISTING UTILITIESTO //� N ? z Lp \ 9' PARKING LOT 4 °"E e wFR ------------__- CONFIRM DEPTHS ANDTOIENSURETHE PROPOSED SEWER, STORWAND WATER UP GRADES CAN BE ACHIEVED. V/ U m V w O O Vs \\ \ TYP n 262 CD ° 8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCXACCESS. CONTRACTOR SHALL CONTACT THE Z w 00 w p V V FIRE MARSHALL'S OFFICE Tb DETERMINE THE LOCATION. O ¢ ¢ z z CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WrrI4A FLEXIBLE RUBBER BOOT. O o ¢ w Z CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED '■■' � m g w w FNT \° WSA IN WRITING PRIOR TO CONSTRUCTION. j ? ¢ w o 0 GIN�ERiNG STAFF SHALL`BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA __-___ yJ 0 0 \\\ \ 3'R -HT a TI o CEDAR,, \ \ ENGINEE G A\Iv1INIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF MANHOLE. a Ln a a vv A �g „RC� A 9 eE - o p w z z CURB CUTS 1z.BYPA5SPUM MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. w O GROUTINGbi FTH NHOLE BENCH OR INTERIOR MAYBE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF g g e e > ¢ w w ti A SMOOCH TRAN ON OF FLOW W w \ -2CURB CG 6 CURB o \ 14.EXIS MANHOLES HA E BACKFILLRDTO ORIGINA-GRADETO THE SATISFACTION OF RWSA. �/ (n W \ OVERHA CG-6 CURB eE ° 15.AL'L WAT INES, SEWER LINE ND FIRE LINE�FPOM THEMAIN TO THE STRUCTURE MUST HAVE A VISUAL li `,PROPOSED io!xjo' 1 � O O \ 'V A W/z' OVERHANG INSPECTION P ORMED BYTHE B ING DEPARTMENT. (n L4 \ 4F \\ DUMPSTERPADWLT\° T.M. 60-24\A 16.ALLROOEDRAINS LLDISCHARGE I ANNERNOT TZTCAUSEAPUBLILCNUISANCE AND NOT OVER ne \ rra WOODEN ENCLOSURE,, \ UNIVERSITY OF VIRGINIA\,FOUNDATION SIDEWALKS. - --_ \ �otiE WITHlo"xiz' \' C1.B. 5184, PG.O CONCRETEY�PRON ° � i7. SEWER -ONNECTION: ALL NECTIONS TO R MANHOLES SHALL BE WATERTIGHT ANUMADE WITH A FLEXIBLE m m \ ti EDAR 'ZONING: i� RUBBERBOOT:�CORINGM ODS THE CORING NTRACTORANDALLMA,TERIALSFORCONSTRUCTIONSHALL_ � En SEE DETAILSHEET7 ° USE; RUhA��RES�E}�NCE BE APPROVED BY RWSA OR TOCONSTRU N. RWSAE GINEERINirSTAFFSHALLBEPRESENTFOR � 9 ?o, �fF WALL ALL CORES INTO MANHOLES. BYPASS P PING MAY REQ ED ATrE SOLE DISCRETION OF RWSA STAFF. \ ' 9 O GROUTING OFTHE MANHOLE BENCH OR INT OR MAY BE REQUI ATTHE SOLE DISCRETION OF RWSA STAFF v \ 2S. TYP I ,,:, %Co PARKING AREA FLUSH p ° TYP: P Q FOR ASMOOTH TRANSITION OFFLOW. EXISTING-MANHOLESSHALLB ACKFILLEDTOORIGINALGRADF-TOTHE WITH SIDEWALK : A \`o .� CG z CURB Z SHALL INCLUDE \° \` SATISFACTION OF RWSA. CONTACT RWSA ENGINEER A MINIMUM OF 3 SINESS DAYS IN ADVANCE TO w N o N N N ' o \ PROPOSEDPAVED SCHEDULEACOREOFAMANHOLE. o \ .\. BUMPER BLOCKS - _\ --- _ CG 12 / PARKING AREA n x>4 R °eE \ \° ,^ IN '� o �A -� \ s�S \ 3 R 4 ✓ 3 R LE IRO oa CG-12 8P �� FOUND'NOTE: MECHANICAL EOU�PME HALL BE LOCA ON r� °HE\ �° UIP ENT�,$SHALL DING. NIATED 'WALL - --------- RIQOR OTH'THE USE PARAPET/ THE ROOFTOP OF THE EAlSTlI CG-1z--------- _ NOTE. -LAST (4) SPACES DO NOT O ALL MECHANICAL E THE ENTRANCE COR 2 CROSSWALK 1 I 1 R CG-z CURBTIEINTO \ WALLS.-�€€-ARCHITECTURAL PLANS. ; ` / \ �' \ CG-6 CURB CG-2 CURB 'j COUNT TOWARD OVERALL PARKING ° _ r 1 1 1 EXISTING WALL EXISTING , -'\ \ 6' CONCRETE W/z' OVERHANG 6' CONC. B B B [ 1 RECONSTRUCT EXISTING PAVEMENT 12O°"e \ \ SIDEWALK SIDEWALK C0' B B RAMP TO MEETADASLOPE, (MILL/OVERLAY) - ° --------- A ANDRAIL, SEE B - M W vvv A '10, i7; ENTRANCE GRADING ---- `. A AREA RESERVED FOR ENTRANCE 562.35 i4� A \ MECHANICAL EXISTING CONC. 562.42 9' °"< \ \ \ PROPOSED (2) LOADING AREA TYP PROPOSED \ N EQUIPMENT SHALL PAD TO BE STRIPED ° \ \ \A\ REQUIRED ( 5 5 '/ 1 \ BE SCREENED AS EXTENDED TO 18' -------------- ( $PACES iz'zz MIN. WIi HEIGHT LL MIN.) AREAS: PARKING SPACES __ "__-- \ \ \ \ \ ) SERVE AND STORY FENCE• \0 '---_--" Co J A 6 TYPE zn' 18,TYP.' LOADING DOCK PROPOSED z8o SF 47 ' STUCCO �} of "°< ° 9 °NE �� ;I - LOADING \ TRAVELWA 36 � EASEMENT C & BLOCK COV�RETE' ` T O OF MANUFACTURING/ ° °\ 7 o' g FOR BUILDIN d - Z �5,25 ` SF . . °: , • ' ,. \\DECK _,= PROCESSING/ q ) \ \\\ TYP TYP. ASSEMBLY/& ENCROACHMENT EDICAL OFFICE E) ISTING 5a' ° °\ O \ � \ c� EXISTING ., q � N 1--I \ FABRICATION BALLET SCHOOL RT p') CG-2 CURB J SPACE (6,8po 5F) FRAME " WALL PROPERTY LINE O � TKO N \ I ENTRANCE ' \ / N \ 56243 (2,465 ) -- 54 7 A \SF BLDG. \\ \\ \ \\ \ \\ 1 0 \ DB. 2 PG.216-222 ° N \ \ PROPOSED ° \ ■ ■ ■ 1 INNNNNNNNNN ENTRANCE CONC. "< \ \ \ LOADING ENTR 560.06'\ POLE S ° Z AREA 560.07 CASINGS ;ss2, \ H \ UO ° LU \ PROPOSED HEAVY ] STORY NO PARKING ° ° o ) F 2 j \ LLl \ DUTY ASPHALT Sf 3 FIRE LANE MA K€ S o PLANTER z S 6 0 FRAME J \ \ Q BRICK ENTRANCE O�8' 0 ° 3i TRAVELWAY ^n ENTf�ANCE o O BLDG. \ to \V A (28,960 SC NC. EXISTING ALTER EPS i8 10'- ° METAL �0 \ S i \ PROPOSED 1818o SF 1 TYP. g BLDG. [J J O Q ASPHALT 06 JTO \ KKR 1 STORY FRAME PAVEMENT \ \ a COMMERCIAL OFFICE/RETAIL ENTRANCE RAMP BRICK m _ BLDG. ° w \ \ ?s 56243 -_ �4 (12,175 SF) _i8 ACCESS & PARKING +£ T.M.P 60-$5 V A EA 2 PG.z16-zzz TER ° zo' TYP: EASEMENT PLA ROSSER ASSO _PP TES \\ \ PROPOSED PARKING AREA FLUSH 54 7 \ J LLI D.B. 1083-50 \ \ CG-z CURB WITH SIDEWALK 1- ( I 20' oqE - D.B. 635-308 0v_AT \\ y SHALL INCLUDE 11 z6' � 18 560.03 EXISTING YP. CONC.Q ZONING: (HC) HIGHWAY (VMMERCIAE-� \\ BUMPER BLOCKS zo ENTRANCE OFFICE SPACE ENTRANCE 19 T, o BOX w I --I I USE: COMMERCIAL OFFICE ENTRANCE PROPOSED ASPHALT 9 j 560.0_7 m LID ICE 'o 562.40 jz TYP i , - i8 8,16oSF 9 �' H BOX PAV D 0 L.L ExSEWERA�\ \ �yE4WP PARKING SPACES 18' TYP C 2 O e D \ 6 CONC. a ) T.M. 60-25B T LIGHT J \ PROPOSED 5,00o SF PROPOSED z,5oo SF = TYP. to lo' I OUGHT SIDEWALK LOT B r- to Cz COMMERCIAL RETAIL RESTAURANT ENTRANCE i�i I CLEANOUTPT LIGHT � Q EXIST. GAS 30 �'" 4.80 ACRES -g Q Ut "x FENCE \ \ PROPOSED CG-12 PROPOSED 6' PROPOSED 24 EXISTING UL \ POLE Lli I-1 BRICK PATIO METER TO BE 4' EASEMENT GAS io' WIDE NO BUILD - - GAS STATION/ STORY y a oHE \ CPS l0 55 4 97 METER ZONE EASEMENT FOR i BRICK, e ° Ate_ PAVED clL 0 I 6115E 9 CONVENIENCE BLOCK-& BLDG ' PROPOSED CG-lz ( ) w/ 4' ENCLOSURE HAND. RAMP CONCRETE SIDEWALK EXTERIOR 2 PROPOSED HAND. RAMPPROPOSED FDC RELOCATED _ DB. o PGz81 z �- '� 1 FIRE SEPARATION 11 STORE O \ POTENTIAL FUTURE CG zCURB d DB. z PG.n6-zzz ° bf2AME --- - 3 R F1, 18' , 54 7 i ze35o SF Y:M. 60-* 5Aul \ TRAVELVIONTO OVER ANGx 0 E HAN(, EXISTING TREE a,' ENTRANCE i,i m AP a F�HN{�S IVIy^R D LLC ` 5 j I r 7$ WIDERF>TAIN GWALL.&, a1B.5504,P.Gi2 1-297 F \ I / ADJACENT PARCELS !..' : ----- TO REMAIN \ __ ---- ----- --------- 1 MAINTEN M ONING:' Cl MER IAL LIJ TO THE WEST o Q� �3oR - VAR. WIDTH d� L--- RETAINING' 1 ----- ANCEEAS°E NT' Z --- \ ACCESS s RHANG YI�B.S 27 PG.z1 - tASE: GAS S ATIO [J J O - \ BOLLARD r F WALL 4 GAS PUMPS UA D i > 5' CONC 25'R EASEMENT LOCATION OF EXISTING- - - - - - - - GHT & / R DB. PG281-z ® O a f - - ,1',� � � E, °„ CONCRETE � ` NGRE55/EGRE5� ASPHALT -_ - F==_ S;Q TYP. g+- g' SIDEWALK 5504, 97 1 r > NEW 6' $AN." 3 R - _ 5 R p boo - - - ] PROPOSED CG-2 PAVEMENT a N EXIST FIRE _ PROPOSED TEPS. ETAL- �$ SWR LAT.To PROPOSED BRICK s _ - - - CG-la / 1 0� P _9 �i _ LIGHT! CANOPY - REPLACE Ex z88'R- LINE - 8' ti PROPOSED_ _ - - - ii8 TE , , �9 E PERVIOUS y - - 1 8 VRDe; eBzVPD ------ \ LINE AT'SAME IP v wI �W _ - - - TYP. TYP. 3.� °' o' OHE • I11 a' __ \ � ELEV19, PARKING SPACES X.BLpGSETBACKI ' T OA 4oL - CG-a2 �', t . :, ° ° .='a+E ' • SR F-. LOCA ON / MAX A - y i =__�--_-- < OHE ° ° S�6iV ' - s - �oHE SIGN SIGN PROPOSED HEAVY DUTY � r I I i � ,_ ° ' \ A _-' r 0 - - - _ - _ EXISTING ENTRANCE O SIGIy WATER CURB y ASPHALTTRAVELWAY - - -- © - - GSETBACK _ - - SIGN O \ EXISTING ENTRANCE . LL 3 Q 11 BL G&PARKIN s �S nI F - - - TO THE SITE TO CURB \ TOTHESITETO METER UI " II MANHOLE I I - a% lid IN. •sr ..I -d ti 905 VPD 'i' wREMAIN u \ REMAIN TOP-568.06 . ) \ 1 - ---- ---- -_-_-----__=- EXIST. >': - - --- - - - ---------------- D SEALED) - - INJ "I ---- - - - FOUND ro v w w \ O E E -;z ; i 5 7. iU tAR SITE D-----E_3 0' v u - w - - IRON I° 0 WM n NrM s a a u,'.' �' L=387.34 'svo- v°-svo-svo sv°sv° -svo- 9- ' v N FOUND ROCK" - -_ -- Svo --- - 0 --'-------------------- II _\ .. ,. N71°1�6' O W OHE P +x+.+•^'kr�."�---�---- --- 197 �o w. »,. ----w 7 OLE � s svo svo � `sv � /) "L SIGN OHE-°a = # a = I,' 4TI Svo svo v vo _ v� i vo svo --- u € s £ ,.. S vo svo svo s P _ oHE oHE TT. .. Ms^ s W ... svm o G-i1 SITE , T� J _______ _ I}R,. „, votes" EXIS ING CURB CUTS U.S. ROUT, U sv _ ING 1. WATE Svc - w MET T-a-MArNs __ ________ _SHOWN_AS 80'--WIDE-ON PLAT OINVD.B.0296-432 w (v ~ � OHE II II ---� zoAUS�NT SI w�----_- u.s vow WATER L�NE & NE ACON CONTINUOUS ° F tl9� -sve O (D.B. 156�J-435) INTERS' ECTION=416' z p �_ ae -' -'r� sve BE REPLACED ,' � - B. o PGz81�Lw - ___-- --- ---' -w - svo PROPOSED MIN. _ L- ____--- ARE7�OFMTL I AND - CURB soJOB NO. �S PLANTING5IBIP__------- TOP OF DROP IN svo�Svo-svo- ,,' ROA) ______ ----- OVERLAY 4 LEVATION = 555.23 192171 s - " ' R V( 2 -- ----- ------ "- - NO ------ w d� 25 gg 4327111 GA oAs - 9°� , fjr• QUT- O IN_�sB - -- A i' W "'' SCALE �GAs-cAs 5\'�E \ST p`NCE�3, A�--_��E -Q�..�-- , p CONCRETE SIDEWALK- so o � _�___�n__ so_�' izo \ SHOWN_-- " - -- -"- 1 "=30' ROPOSEDFIREHYDRANT 1z"x6" CO ALL CONFIRM THE EXISTING " WATER METER DOES NOT SERVE THE -PROPOSED -BENDS =PROJECT AT 2415 IVY ROAD. WATER METER IS RECORDED TO SERVE ONLY 2405 IVY)ZGAD AND SHALL SHEET NO. ______ REMAIN INSFRVICE-ATAL_LTIMES. CONTRACTOR SHALL PROTECT THIS EXISTING, LATERAL AND ( IN FEET 3 - - `-------- METER AND NOTIFY ENGINEER/ONCE THEJ" METER WATER LATERAL ALIGNMENT IS CONFIRMED. I inch = 30 £t. I I/ - vvvv _ vv v v vvTH 0F� \ - , \ \ Pre -Development Impervious Areas- Water Quality \ \ \ \ \ \ f / 0 �D ' -\ y - \ (Defined by the Limits of Disturbance) NOTES: \ \ _ \ \ Existing Parking 59,773 sf \ \ \ SCOTT R. LLINS� PROPOSED LANDSCAPED �o � � \ i. ALL ROOF DRAINS SHALL DISCNAR�iEJN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER \ fl GRASS DRY RETENTION BASIN_ \ Sidewalk 1,457 sf \ \ U Lic. No. 035791 / \ - R=2962.75 \ \ SIDEWALKS. \ Public Road 5,208 sf \ L=206.85 - - - \ 2. ALL WATER LINE SEWER LINES AND FIRE LINES -FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL \ ��0 03/10/21 EVE TREE PROTECTION FENCING \ - _ _ _ � '- - - - - - -� � ' ' \ MH \ \ \ \ \ Post -Development Impervious Areas- Wat66Quality INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.- _ _ \ ��SS10NAL E�G� \ 3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER\THAN 2:48. \ \ \ 20. \ 6 ` \ \ \ \ \ \ r - (Defined by the Limits of Disturbance) \ ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. \ \ \ \ SANITARY \ .,,\ \ HE \\2\ \ m \ �/ \ Proposed Parking & Circulation 53,464 sf \ \ \ \ m m \ SEWER \ �\ VAR. WIDTH PUBLIC SWM_ \ / Proposed Loading Area 1,719 sf \ \ \ z z o - ` \ FACILITY ACCESS &� _ \ \ w w SMT. \ \ I HE _ \ 1 - - - - / Sidewalk 5,385 sf \ \ (D.B.\2706 \ \ \ DRAINAGE EASEMENT \ g g -17g6 \ EXSTINGRWSA12" K \ (`Public Road 5208sf \\ \ \\ \ \ _ DB.55o4PG.281-z97 O O V VCP\SANITARY o v A , 65,776 sf v A V A HEMP. \ \\ LINE ` IRON---_ ` \ 0 \ \ VAR. WIDTH PUBLIC SWM \ \\ \ \ \ \ \ w u u GSM.TR \\\, _ _ ---% SET \ \ \ \ \ \ C4 FACILITY, ACCESS, & Overall Net Increase in Impervious Area -662 sf \ \\ _ \ \ En o a (D. .1 2706 \ \ \ \ \ \ \ TR DRAINAGE EASEMENT (Within the Proposed Limits of Disturbance) \ \ \ \ z PROPOSED LANDSCAPED �NSp \ DB.SSo4PG.z82-z97 / / \ \ \ -- -- \ Lu x S36S2 GRASS DRY RETENTION BASIN CRTq \ \ - \ \ \ \ \ \ \ ` O p o 0 \ �^ oo,� �jRG , r� TjO� v V / v o 0 /�Xq z'WIDE CURB CU1 OF Tfl ANC \\\ \ \\ T \ rrAA a z N z z \ j WITH RIPRAP Rq0 \ EXISTING CULVERT \ \ \ V/ S w � � \ \ VAR. WIDTH PRIVATE \ \ \ / C S \ UNDER CSX TRACKS \ \ w j W o O O \ DRAINAGE EASEMENT02 \ \ \ , ��.e 2 wFR _ D \ \ - -VAR. WIDTH PRIVATE _- \ \ \ \ z < ¢ z z DB.S504PG.281-297 s�yy \ , `62\ 00\ ` \ \ DRAINAGE EASEMENT \ \ \ O O a w z un un \ \\ \s :B3EP 464)til N 0 \ DB.S504PG.281-297 \ \ \ \ ` H z m g ) F PROPOSED TREE \ \ w '" ¢ w o 0 / \ \ 2 WIDE CURB CUT �' $ qSF v V A w Ln o 0 PROTECTION FENCING \ \ � � � a � a a WITH RIPRAPI \ M 6 Np O \ \ \ _ H o W z z w w V IN \ v A 20' PUBLIC DRAINAGE \ \ v \ EASEMENT \ \ m w w LU ,.� / S64z26 v fl \ TOP=D820 \\ `, `/, / `; \ r '.. \ \ \ DB.S5o4PG.281-z97 \ \ \ \ / - \ \ \ O O \ V=578.5 �V INTO EX. � ED TIE PROPOSED DRAINAGE_ \ \ , CMP STORM \ \`A� vv vv fl UNIVERSITY T.M. 60-2�), vv\ vv �� m m \ \ \ AT EX. DROP INLET \ \ v VIRG N NDATION v 61 \ \ \ R Y OF IA SOU \ En En \ \ \ 3 33 5 ° 75 C�, \ .. ' "cuTF4o E _ oic � oNE '\ \ `O,B. 5184, PG.139 � � \ \ \ - - W W 7FCOW LINE - ` \ \\ ZONING: .R v VAR. WIDTH PUBLIC SWM \ ` 6z Y RIP v v USE�RUR-ARES�-NCE v _� \ FACILITY, ACCESS, &- \� � / �� ba 5: urB11 4gw ENE � �L RAP\ V vfl �� v v v v o o c - - - \ DRAINAGE EASEMENT v \ p \ \ \ \ \ \ H C o N O N N N \ \ DB.S504PG.281-297 \WIDE CURB _ CQ \ fl \ \ n N M VAR. WIDTH PRIVATE \ \ \ \ WITH RIPRAP CUT v v v v\ v ^ r o 7`6`r DRAINAGE EASEMENT DB.5504PG.281-297 --1 \ \ \ \ \ ` \ ` 562 SoTc 056i 53EP _ � 5610oFP \\\\ _ IRON/ 43 . : � , � �:; �:� ��� - 2t moll \ 6C3 P56a195 56z.3oTC i.' 563 io P o- 56i SOEP \ \ \ \ TOP=581.9 , 6 'r _ _ \ i - - \ qz ��e 578 03.6o-c I I€ € - - - - -- - �T-NOT(4) SPACES DO NOT 14 - -- -- I.' I� I' r INV.IN �Ex B6 �'� COUNT TOWARD OVERALL PARK IN\ \� `� ---- - i - ';: B B nL9 L TW 60.90 I rr €I 555 28 °N \ \ \ \ ,..`� 1 ' ' _ ------ - M C C._ t w55837 - it �\ INVOUT- zo e---- - / \ \ \ \ PROPOSED LANDSCAPED 16 2B B GRASS DRY RETENTION BASIN y \ \ ENTRANCE E562.35 E 558.5oEP I B X1 /� � �/ / 562.42 RECONSTRUCT EXISTING GI OPT\, J '� i I SIG -11 V�5 8.c v `� co RAMP , A MEETNDR \ \ \ \ \ \ \ s o°/° SLOPE, ADD HANDRAIL 1 STORY - - . HP zj ° RAMP I �� rr , LP ST�CCO FEN \ \ \ \ \ ® PROPOSED 3,28o SF \ p _\ \ Iiri4- OONCRETE` s \ \ VAR. WIDTH PUBLICS'..... \ OF MANUFACTURING/ g o & BLOCK _ _ _ _ \ 5X C ) FACILITY ACCESS & \ PROCESSING/ L €I' ) z (5,250 SF DECK TR \ \\ DRAINAGE55 4 EASEMENT \ \ \'. C.` iPI LI E EXISTING E�jISTING m a .. oN \ NSpO N 1 \ DB. o PG.28i-z EDISPACE PA OFFICE BALL T SCHOOL _ V ASSEMBLY/& r v ^I- � M $ VAR. WIDTH PRIVATE FABRICATION \ DRAINAGE EASEMENT ENTRANCE E \ fl RT \ A �I (2,46s CSF (6, o SF) FRAME g WALL \ T/� v v v ■ ■ ■ \ \ DB.55o4PG.z81-z97 562.43 II) e\ BLDG. DI \\ /� \ Q 555.3 I / o o\ v v C \\ i z \ \ \ \ ENTR ENTRANCE CONC. / i DI cn eE \ \ \ D \ L.L� LLI 560.06\ POLE S \ \ \ \ PROPOSEDTREE \ 560.u/ i 36° \ \ \ � I � ' CASINGS / 3 S \ � \ \ � J \ \ \\ \\ PROTECTION FENCING Q ILIE.L , oy S 6 v v v \ \ \ \ \ \ \ •, \ 0 1 STORY ST ExB4 o PLANTER DI z \ \ `�� 2j00 FRAME fl \ lO \ \ \ \ \ \ 2(� BRICK / ENTRANCE o P=_ 9 7 BLDG. \ V..I V A \ \ \ V' ` �� 24. (28,960 SF) 'b.' I r PLC T .'� S EP,S V. E i ANCE i H w V-5 9.1 v LLI v v v v vA - W \ \ METAL \ \ \ PROPOSED i8 i8o SF �, AUTO `^ z` ° BLDG. i- U m m Q \ \\ ` , r z I , j 47 , - SPKR 1 STORY " o� '.Q FRAME \ \ \ \ \ 2'WIDECURBCUT COMMERCIAL OFFICE/RETAIL RAMP DI ' ' °-E. BLDG. O \ I c�' WITH RIPRAP J LU Z \€ �° €, i ENTRANCE- �� II BRICK ' m \ \ \ (12,175 SF) T.M.P 60-�5 �� , € I PAVED I I Lam- PLA TER - \ \ ROSSER ASSOCIATES \ \ PROPOSED LANDSCAPED �' Qpl \ D.B. 1083-5p \ \ t GRASS DRY RETENTION BASIN zo' PUBLIC DRAINAGE 1 m r 20' ° E W / A D.B. 635-308 PILAT \ v A �, 1 EASEMENT-.i p GONC, EXISTING CONC.T / ZONING: (HC) HIGHWAY CPMMERCIAL\\ \ "t DB.SS04PG.281-297 Q ENTRANCE OFFICE SPACE ENTRANCE m .TOP=559 6 BOX U \ \ - 560.03 4 _ � I + I � �I V- 56 LID I USE: COMMERCIAL OFFICE � I � � - ENTRANCE � � I I I � 8 i6oSF 560.03 I`, d � _V tN Ei 6 H CE PAV D E (IST. SAN �', 562.40 54 5 =SR 34 DI O BOX oyE W A I C 2 BB Q Z / - I SEWER PAVED T.M. 60-25B EXBao T N OUGHT H `,� PROPOSED S,Ooo SF PROPOSED 2,50o SF I EXBi.; POLE �J J Q CONTRACTOR SHALL TAKE CARE WITH THE COMMERCIAL RETAIL RESTAURANT ENTRANCE 11°1 \ LOT B PT LIGHT U / r TO - 4.80 ACRES LEAN UT Q UL,. FENCE GRADING ABOVE THE EXISTING 1z" CLAY SEWER\ 562.3 \ 56:%7 TB EXISTING UL # POLE - / / GAS zo' PUBLIC DRAINAGE 1 STORY MAIN. THE RWSA SEWER LINE SHALL BE \ I I NV OUT:= I GAS STATION/ - �'- / PROPOSED2'CURBCUT 554.3.: METER EASEMENT BRICK, e _ Z PROTECTED DURING GRADING ACTIVITIES \ I aONC LB INV_ OU7 CONVENIENCE A ' °, U! LLI AND MINIMUM COVER REQUIREMENTS \ :,, `T ", EP ` I DB.SSo4PG.z81-z97 I -- ' STORE BLOCK, •BLDG _ SHALL BE MET. ADDITIONAL PERMANENT \ °TC CLEANOUT I ` m 2i350 SF r T:M, 60� 5A s OVERHAN^ n,F TIE EXISTING STORM PIPE PROTECTIVE MEASURES MAY BE REQUIRED, A 65 . p€P HANG a I ENTRANCE qP _ o tB.5 IV :I€ .. �. ;,-. .. �''.,. '`I O v ---- ,_ / TR�XB2INATSTRiA I •. ° ,��.^ aB °g• � g4PRb, - UJ SUCH AS REPLACEMENT WITH DUCTILE IRON PIPE t L - \ - _ - - - - / / - - - - -- - 70NINGaC1:.CO MER _ FROM 5 II / / Q OR CONCRETE ENCASEMENT. - L = _ - - UPGRADE EXISTING PIPE TO 2 a ° 5 c 66a.aoTc o o - - 4 USE 6nA 7' S ATIO �. oEP TREE PROTECTION q ' WALL - EN - -- - GAS PUMPS CO 6 TC C, (, s6za TC C z _ _ 3 56a. 3EP 56a.7 EP - J \ I"= � ( E ° CGN CREeTE°n° FENCING - QbNC. $ 5635oTC 56x7oTC 56i zoEP 3 '. � \ TEPS 563 ooEF -1 ETAL ° ° ,_ ( -,, � �\ PIS TIE PROPOSED STORM CANOPY i.f - w - - -. I g I/i - -- INTO EXISTING INLET WIOA 3.3°.fi �,\ AT EX STIR IVY °° . °=oBe / / / ' / - _ ��- - _ _ _ _ 0 1 �� , t - - 56 .aoTC I 5q$. L- COi- :1w 9%.�/ oEP -one SIGN SIGR V o o = - o SIGN o WATER �9„9fP" - F METER \ / / MANHbLE 3 a3Tc 558o0EP NG xsT Iv CURB !\J- ' s oTB cc*- N T0�'�68.06 .. P'_ FhliNr, 6 € :- : , _ -�/ O _-(L+D SEALED) s €' ------ ��✓ 1 r G \ � •�..,.r'0 Cl _� PCI� � � 1�{ �' °5 , PEAR ,/� --- �� 1..1 / \\ / /�\ / / / / �' i \ \ / IRON / - = --- '::IvlANhiO�L 70 �. �'nn -- .i��Xr;r"` - tir';,'" F L 387.3� S S D Sd9 / FOUND - ROCK/ N71`16 0 197 Y :-% - Sb9 d9 Sd9 SH9 / Sb3 - - - rl J PROPOSEDz'C_URBCUT \ D9 0�Sd9 Sd9 33 / SbJ (N F- _°ne Sd / U.S. ROUTE o w + - Sd9 SHOWN AS 80, IVY R A x ¢---------- - ----- WID�ON PLAT IN D.B. 296-432 4 4 PROPOSED BRICK WATER LINE & - a SHE PERVIOUS PAVERS LS i ��1 JOB NO. s560 (D.B. 156(J-435) 5 �55 �INV UT= �ssd� SE J PROPOSED z' CURB CUT - - 9ZI7� F565.54 5 0 S 9 / ---_---I-------- i- - Sd� v N-560.28 / - GRAPHIC SCALE TOP TI DROP IN / _-- --- --- --- -- - -� - �� / OAD) NEWSTRzoDIBOX-- SCALE - - - - - - -�-- - -Sd9 Nv.IN=56a1 IVY R _ L ATION = 555.23 GAS U F OUTI-P�T I g, 296- 432 TO BE INSTALLED ON zo j „_30 ' EXISTING STORM LINE --- - \ EX DI AT STRi85HALLBE SHOWNA� REPLACED WITH VDOT \ ( IN FEET - - _ STD. MH-i COVER /�I inch - 30 £t. - N /' 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 S'M 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 -__ --_- ---- JOINTLY ADOP Y THE VIRGINIA SERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE --_ $ 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 DEPARTIM, OF TRANSPORTATION. UPA ULMUSPARVIFOUA ALLEEELM 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE of - ---_-_ R-2962.75 ° `--- ��� 2. ALL SITE PLANTINGS OF THE ND SHRUBS`SH BE ALLOWED TO REACH, ANL� BE MAINTAINED AT, MATURE HEIGHT; PA PLATANUSACERIFLORA LONDON PLANETREE TREESAVE _ __ -s y THE TOPPING OF TREES IS PROH SHRUB A REES SHALL BE PRUNED MINIMALLY AND ON Y TO SUPPORT CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED L=206.85 AREA#1(OUTSI'--_- ,__THE OVERALL HEALTH OF THE PLAN AS ROTUNDI LOBA LI OUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM --- WITHIN THE OUTSIDE DRIPLINE of TREES To BE PRESERVED AND ---- X------------- 3. THE LANDSCAPING PLANTS AND TREES A CENT -TO THE S T DISTANCE TRIANGL WILL NEED TO BE MAINTAINED IN UNDERSTORY TREES PROTECTED. ( EASEMENTS)=7255F ° EE, ' THE AREA BETWEEN 2' AND 7' ABOVE GROU S CLEARi ZONE PRESERVE SIGHT` LINES AND ACCOMMODATE 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT \ ° PEDESTRIANS. _-- '---_ PY PRUNUSYFD0ENSIS YOSHINO CHERRY STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE \ ; EXISTING - ---_ COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT °HE --s \ - ` \ EVERGREEN TREES \ TREE LIMITS s�, TREES TO BE PRESERVED AND PROTECTED. _ PROPO E / ` ` 1 �' MG MAGNOLIAGRANDIFLORA'LITTLEGEM' LITTLE GEM MAGNOLIA PROTECTION FE 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE \\ ONE ° - �\ __ `. IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY OUTSIDE DRIPUNE OF TREES TO BE PRESERVED AND PROTECTED. j 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE EXISTING \ 36 LANDSCAPING CALCULATION'S:`, \ SHRUBS OUTSIDE DRIPUNE OF TREES TO BE PRESERVED AND PROTECTED. VCPSANITA�I $ ° \ TOTAL PROJECT AREA 4. AC : 2 088 S ` CU CALLICARPAAMERICANA AMERICAN BEAUTYBUSH 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE LINE\- \°`� \ CANOPY REQUIRED 10%'. 20, 0$ SF �`;`��` IV ITEAVIRGINIA'HENRY'SGARNET' HENRY'S GARNETSWEETSPIRE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR __ --- - --' PROPOSED TREE CA OP 21.674`SF IG AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING / ILEXGLABRA INKBERRY HOLLY DEPARTMENT. ' _ter\0\� ' \ \ VP VIBURNUMXPRAGENSE PRAGUEVIBURNUM TQTAL LINEAR F 6TAGE OF ROADWAY WITH NEW BUILDING: 275`\LF STREET TREES: 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, TOTAL STREET,/ REQUIRED 1 TREE PER 40' = 7 TREES \ ` EXISTING VEGETATION SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY ��)'I, S36S TOTAL 'STREET TREES PROVIDED 7 TREES + (1) EX. TREE _ $ STREET TREES SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION Existing tree save area onsite(1.25multiplier) -2areasasshown RNOND TRISOF ELXIZDHOHERFRHFROM THE ^ OO F 4jfr k/RGN�q ° \ _ OAATIO TOTALCANOPY TOTAL NEW PARKINGAREASAND TRAVELWAYS = 43,015 SF TRUNKS THE LIMITS BMAIMIETTUTE EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, \ \ BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY TOTAL INTERIOR LANDSCAPING REQUIRED (57) = 2,150 SF /,z DAMAGE FEEDER ROOTS of TREES To BE PRESERVED AND `\ (4) I\� (1) PY TR/ \ �`� TOT L INTERIOR LANDSCAPING PROVIDED = 3,738 SF \ '�tj PROTECTED. ` \ \ (1 A C �� „ DOUBLE STRAND #12 GAUGE WIRE v \ \ \ �> _ �' A ° WITH RUBBER HOSE & TURNBUCKLES S 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY 26�ER - - - - - - - - - - y, 2'x2' HARDWOOD STAKE'V/�i/��I TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED\�i POSED TREE CUT REMOVE BURLAP FROM TOP \ & IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE \`�`\` \ `\\ j' ) 46g Mpq �z 1/3 OF BALL AS SHOWN EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS r Ny Q P ECTION FENCING INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER fn m \ \ \ Fqs 1 SCARIFY SUBSOIL TO 4' MIN. DEPTH / OR TREE SPECIALIST. ° I! 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF E ': \ \ - TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY `'.\ %4) (1�PA ` FINISHED GRADE a AS CEDAR, PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT 11 ` ',,A ,°'>i�° v ! A �' V i"� TREES UP TO 4° CAL. SHALL BE STAKED. ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK'•,\ '(4) fF�L � � TREES a' CAL OR LARGER SHALL BE \ AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. J ` '•, \ c \° 1 GUYED WITH 3 EQUALLY SPACED , .\ 1 \ T 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE \ (�8)IV WISTED, 412 GAUGE WIRE WITH HOSE \ F T AND TURNBUCKLES. LOOP HOSE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING IN AROUND TRUNK ABOVE BRANCHES _ Wf _ j THE FINAL CLEAN-UP. ` \ I` --' _ P EDibSno' \-IIII`A 1- couRVEAS VNTAPEAGREFIER WIRESWITH SPECS ROPOS `\ \ \ \ L '•" !` =r FOR ADDITIONAL INFORMATION \ \ ,\ (z)INi`� DUIv1PSTERPADWLTH ° III _ 1992 3.38 (1) OaQEN ENCLOSURE �V o" ITH1oX12' AMENDED SOIL MIX \ / : E \° II=III - - COMPACTED SUBGRADE \ FENCINC AND ARMORING a _ CONCRE ILSk%ON nKI \ SEED€TAILSHf�T7 III I I/I A I/\ {'`I , Tree Planting and Staking DetailIIIIII\ 7 9 12 22 15 15 57 57 57 rA[N_VN1Wl 21/2" cal. 366 31/2" cal. 422 21/2" cal. 238 1" cal. 99 6-8' HT, 54 6-8' HT, 44 24" ht. min 12 24" ht. min 64 24" ht. min 23 30" ht. min 36 57 2,052 z I W f f 1,115 0 1 c 21,674 0 r S V/ I 0 Z ` F TREES UP TO 4' CAL SHALL BE STAKED 0 � ne I WITH 2-2'x2° HARDWOOD STAKES. , TREES OF 4° CAL, OR LARGER SHALL BE O 2 < w ; GUYED WITH 3 EQUALLY SPACED, TWISTED, .~. m i AND TURNBUCKLES. LOOP HOSE AROUND > .Z. L TRUNK. FLAG WIRES WITH CGURVEY TAPE u� I cc ` i:L REFER TO SPECIFICATIONS FOR ^ 0 I FURTHER INFORMATION ` 1 / W f Ln LU L k Ildi � GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2°x2' HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX Lic. No. 035791 .`i:x. 03/10/21 �� �&ICIXrAT. FO01O _ Not To Scale W rN N F4 N rN ` ( ) � - : _ CUT AND REMOVE BURLAP FROM TOP ') VP t� • #,56. `� " -III- I/3 [IF BALL AS SHOWN o PY (6) CJ z PA 8-III III -III -I IJ - I1=1I ; N M (7 Q 2 \ w------------------------------------------------- SCARIFY \ i (2) AS ----- \ - - III- SUBSOIL T❑ 4° MIN DEPTH ink fl _____-- _ _- °eF `�\ °\ - COMPACTED SUBGRADE v fz (iq) _ - As X ----- „o \\D, Evergreen Tree Plantlng Detail z ` o o ca e I Wffi//- '� "E \ \. --- -- f: D II - --- - --- NOT& LAST (4) SPACES DO NOT \': \ - -- - - ,,.'0 I, COUNT TOWARD OVERALL PARKING\° L9 \ -- -- - --------� - - - -- V - - + -� - �� NOTE ,VISIBILITY DF'AL-L-MECHANICAL EQUIPMENT SHALL - -- -A co \ (5) 11 /, BE ELIMII1-ATED THE ENTRANCE , �/- F ----_ Am 0') I--1 I FROM OR. v . \ • � I 11 ��t \\\ '\ II FENCE'• \O �'----''� 1 `v� (20) VP PROPOSED 3/260 SF II �! 11 ° ' Pee. ....°. _ \ OF MANUFACTURING/ t °\ N (� LL PA PROCESSING/ • EXISTING e < ° ASSEMBLY/& 1'' EXISTING N °' 1 ,t MEDICAL OFFICE ° FABRICATION SPACE BALLET SCHOOL v •�\ 1 °_' Ili (2/465 SF) (6,8p0 SF) W\ 1 I � o > z Lj LU 36 \ •, A A �' I I I A I , °HE \ \ • POLE S J 5) PROP EE ` - - I \ PRO ECT N FENC G * + - 200 . 1 ° ,1 ,1 t ,01 �O \I O ° �LE _ ° - LU IN * (1) AS PROPOSED 18/180 SF I I II - � �g; � j � �h- \ _ o `{ h I I - E - \ COMMERCIAL OFFICE RETAIL / v - _ W in I Source. Va. D W >a , $ C � i i Pl 2 EXISTING ate 338 \ /� 1 TREE LIMITS `vA�V� • O V �, P Pe 1 11, I'. 20 t ohE w z Conn oTobepace 1 \I v \ 1 IN vI rle Conservatm Plan Checklist -To fo IacednoLecific Plans ° OFFICE SPACE o / f 1� yy ndboak, pp III-284-111-297 for coin letes eclGcations 1 1 - --' 1L__ '-_ EXISTING m_r ^ � P P � ) � A I I / 1••� L.L \ o ) 1. The ID Treast b saved, --------- Limits he shown on the oleo. \� �l1 (fj)VP\ o r , ;1 b I II - 8/1605F �611 1 J LI Location nd type of protective fencing, es to be saved); III I \\\ \ �� 1 �i I II Grademchangeserequ'^ gtree wells or walls; \ / y- III- \ 1 \ ° PROPOSED 5 000 SF PROPOSED 2,500 SF 4 l , --------------- proposed p�o w 1/--�I Ea trevehivg or nnmclwg beyond the limits ofoleadng. 11 `\ \.A w 1\+ COMMERCIAL RETAIL RESTAURANT 11 II I, `V }tom--- i Q° ".0 FENCE �/ .. z. Markings: i II v e ti I (2)MG i Av A �. II. EXISTING n. A - ID \ SANITARY \ l GAS STATION r - x All gees m be saved shall be marked with print or ribbon at a height cleady visible to equipment operators. ` 0 No grading shall begin mail the tree marking has been inspected and approved by a County Inspector- / 1 j '�', A I SEWER II (1) P \ ��V 1 e I 1 CONVENIENCE Cn LLI (1) PY LATERAL (10) CJ \ ° 1 3. PreConstrueiion Conference: ,�' II (1) IV _ -� t I STORE a. Tree P a 12 IG \ (1) AS o o a - LOCATION OF SIGN m 2/350 SF 4. E]ouoment Operation nd Storages: shall be reviewed with the contractor on site. II I Ul -7 ( )..\\ ' .... .. ..... o (12) C\i� _- SEE SEPARATE APP tl N 'i,. 1 ___-i� ° `> , ?e. o'.e °; ° w LLA El Heavy equipment, vehicular traffic and storage of constmction materials including soil shall not be pemutted within the ddphoss of trees I _ / II \ \ 1- ' I G * : , 1 `--`' IL_ II - o \ -- -- -- -- -- -- -- -- - 1 _J 1 ° a '' ° s e 4 to be saved. I C- \ i I 1� IV -\ - .:I• 1 I 1 it lcl� O L - 5. Sod w Erosion and Stormater Detention Der ices. - - t EI Suchdevlcesshallnot adversely affect trees to be saved. (27)-CJ -TREE L 5 _ - _ - _ - - -,r, o °^ • (n 1) PY (1) p 6. Fires: i ____ - � 1 III 1 - --- i 0 Q 81 Fires are not permitted within 100 Feet ofthe dnpline offices to be saved \' I - / \ '-_- ` -T�I,�E�.-P{�C�TEOT(O N __ _ __ _ - � " I I � ` ° ' a. � p : a \ 3 W i LU Q 7. Toxic Materials: " ,, /' - - _-. ( ) __ (]) ASP FENCING �� / _ F-- I- EI Toxic matenals shall not be stored within 100 feet ofthe dripline oftrece m be saved. "J '% ' - - (1) PA (1/+) �J 3 t- _ o - S. Protective Fencine: vJ ' 'a �� /' _/ / \ IV \ (2) V VP - k -- - -m,,L _ �. _ +- ' ! "1 B LL . .. b ' r ( ) ( ) �- I W - �,_"__- \\ ` c� :f ../• °OBE it G 3 9 -- 0 Trees to be retained vnilnn 40 feet of a proposed bmldmg or grading activity shall be protected by fencing. � ' ' ' � T _ - fl Fenang shall be in place and shall be inspected andappmved by scantily lnspectorpnorto grading or construction. �� ,' �' �, ,� -__ I ` \ ______ _ _ _ CIS) G 1 1 I e °'uaQL'E a°oHE e- �/ ' ,,,,_- �E_ .:� GN SIGN °SIGN I..L 9. Tree Wells: / / / iD 1 \ \ <. _ _ 1 o 0 0 L oHE moo" N, , \ I \' I \ \ � I O S SO ® When the ground level most be raised within the ddptine ofetree to be saved, atree well shall be provided act econstnretion detail / �� ' - - 1 I � - ---_ _- rnI # submitted for approval. 1 ♦ S -�-L s s # ` # ' \ O / o , 10. Tree Walls: o� /� % `a -.-\ o • * d s s f # £..#.,w, ^^! P..y, O (-� o °_ - .9?.. ® When the forground applevel most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construcfion detail - ,' / % - ' .. N "N --- _ _ _ V _ W, ' �' , ,; 1 I N - )"+: da t yq!+.".+":"",,WP''o1 _ PEAR /' submitted for approval. .'' _-'' ,' �� ', \ . r' _-___-__-_-_Ln -------' 70 tl' y L-387 'Sv°-Sv9-sv9-Stl9 Stl°-Stl9 Stl°-Se9-- - - - -ig -- 11. Trenchine and Tunneline: �a', ` \ ` . / �� , - i ' i £`I t a s 'Stl94 -Stl9-Stl9 i - _ J ��+Yy�j r , , , ly ; s s t Stl9 SV9 / T Stl9 Stl9 - T-1 W E1 When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftrees as possible. Tunneling Stl9 $tl9 Stl9 F under a large nice shall be considered as an alternative when it is anticipated that necessary trenching will destroy £ceder roots. i / `, `'\•Y ", - �` 1 ,' - _ £ M, I�+" #! SyG Stl9 / ' �. ! Stl9 16 \ p Sv W 1 12. Cleanup: SV9 W ZI Protective fencing shall be the last items removed during the final cleanup. Q / II ,,, , ' / Lam_- OBE`_, bl .„.?�'d -$tl9 -Stl9-SV9 N----------------------- ''---- i 0 _ 13. DammedTreee: '_ = F w- - v9- vo WATER LfE & _--------------- ---- ® Damage trees shall be heated immediately by P^'n'nb, fertilizffiion or other methods recommended by a tree specialist. _ -_ _ _ _ _ _- _ - - _ _ _ / _ _ \ o"y Se -Stl9 ty�JOB NO. i __i �1.1Lw _�-SV9 ,., NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION --- l __�' ,�_;��' - W ���-�19'�SV9 I TREESAVEB 156:U-435) ,' REQUIREMENTS. _ ---- __ w - S S 9 �S sv9_, , WATER AREA #2 (EXIST_INs,------ �I-------------------� ---_- /' _ D.B. 192171 �w - �sv9� - /' METER --- T12f@r 39o5F RAP ' 5/11/2020 ___ ��� Sig SVe _ ---- _ SCALE OWNER SIGNATURE (DATE) ___--- i� �� - -Stl9 _ /'--------------- _-'' 30 /'/ 1 "-30' GAS GAS ` GAS _--- `j GASH E: ALL PROPOS€➢TREES _ CONTRACT PURCHASER SIGNATURE (DATE) \`v -------, RT 250SHAt DA MINIMUM --___---____ - SHEET NO. 5/1/W pagel oft - _ a ROM THE EXISTING OVERHEAD ( IN FEET__--- __ ,' -__UTILITY LINES. /' 1 inch = 30 ft. \ 5 ,TH OF Il 0 SCOTT R. LLINSZ U Lic. No. 035791 �bl 1� 03/10/21 �4 oIONAL E��S' zz z w w w > O O a__ U U 00 Z (all (all a Cl)STR:6, VDOT STD. MH-1 o f a a N -� STA.16+06 00 F o Vai Vai z U w 10 0 0 U J � 0 > > k ? z El _ o Ln z z U w > > Z W J o 0 0 O Z `l' a a z z Z J p a w z n n ly �, m g W W J d dLn a a '-33 PLANS FOR > DETAILS W w G G TO STIR. 12 In Ln co 0 0 77 W J J m m Ln o w N N N o .. o In o n Ny N M o 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+0018+25 z a STR 12 - EX STR IVY 0 M Lu N U) cJ ' z O u— m LL N � N LLI > z Lu w J w OJ cn Lu_ 0 >Lu J r-1 LL Q 0 Lu U 0C Lu E ' J v LL Y < Q w 11 z �— U 1-4 LA n w Q � � 0 z w O CO U NOTES: w Q 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. � O A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. � 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY Q VERTICAL SCALE OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE 0 THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE p \ s o 2.5 s to zo ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE O SPECIFICATION 303.04. N 11 3. ALL FILL MUST MEET 95% COMPACTION. Ln ( IN FEET) 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. �--I 1 inch - 5 Ft. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L J 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE w N w HORIZONTAL SCALE PROVIDED. 0 so o zs so 0o zoo 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN roe No. 12' (NO SL-1 ON SANITARY MHS). 192171 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ( IN FEET) ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE SCALE 1 inch = 50 Ft. TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 1 n=50' SHEET NO. 8 i w x STR�8, VDOT STD, MH-1 � � - _ -� Xw TP=562,75 STA. 17+49,04 m 570 � o wo INV IN: 556,19 TO 8 TP=562.40 .� 570 � ca INV OUT: 556,09 TO 2B INV IN: 557,01 TO 10 v � u-) q � � � o INV INI 557,01 T❑ 12 �� - w � Sri STR�1B, VDOT STD, MH-1 INV OUT; 556,91 TO 6 A � STA. 12+47,71 STR�2B, VDOT STD, MH-1 �>>i.�zinkTP=560.50 �u� STR�2, VDCIT STD. MH-1 STA. 15+52.30 Ir-GSD d li >565'-'>o�'-'INV IN; 554,10 T❑ 22 STA, 14+66,60 TP=563,00 v~i�Z. 565 � o�,� � �Z INV IN. 554,10 T❑ 2 TP=559.50 INV INS 555,82 T❑ 6— � o�X � ¢» INV OUT, 554,00 T❑ lA INV IN; 555.29 T❑ 2B INV OUT; 555,72 T❑ 2— o�W � moo_ �� INV OUT: 555,19 T❑ 1B _ X 560 v v� --- �� 560 SEE SWM PL 11 ADDITIONAL- - 7 PERTAINING 4' HDP� 2A 555 1C 24' PVC 35,63 LF @ 0,50% 555 lAA 24' PVC 143.04 LF @ 0,50% lA-EX IVY 24' PVC 85,71 LF @ 0,50% I 24' PVC 218,88 LF @ 0.50% 24' 53.69 PVC LF @ 0.50% 170,31 LF @ 0.50% 550 � 550 24' PVC 77,40 LF @ 0,80% 548 548 o (`7 No W� W N In � o W W N N N co (U C) lf� lf� l)� U� � � lJ� lJ� �O �O �O �O � �p � �p � �p � �p � L7 L7 lT) lT) l)� � lTl lTl l)� lT) lT) lT) � In W L� 570 570 565 565 WA ERLINETO ENDi BEN TH EMS ING 4' STORM PIPE C RO 3 SING ATA .5 .a COIN TRACTORT VERIFY CR SING 560 1 N1 FI E HYDRANI ASSEMBLY 560 NN RTO EXISTI Gal' 6"- a.250 END WATEI LINE W/ a2'k6" .S.&V. 555 555 Li Li u� 0 �D CD W W co 4 L7 L9 In D In � LJ LL 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 565 565 \ STING a STORM PI A PROX. E EVATION 56 1.28 6"FIRE H DRANT CR SING 560 00, 560 PROPOSE 6" PVC SAN TARY SEWER LA ERAL TO RE PLACE EXISTING "SANITARY SEWER LATERAL. AINTAINE(ISTING LATERAL LOPE, TIE IN TORWSA MANHOLE AT SAME LC CATION 555 AND ELEV TIONAS EX STING 555 550 1 550 W W J J CD Cl) CD CD Li Li �D cu �D Rj L7 LD L' LO LO LO LO W w 10+00 10+50 11+00 11+50 11+75 SANITARY LATERAL 5 50 STR11B, VDOT STD, N STA. 10+0 TP=56 INV INI 554.10 TO INV INI 554.10 T INV OUT: 554.00 TIE 565 PROPOSED MAE 565 EXISTING 560 COO,560 (( IN�?5555 .5a P OPO5 pa °� RFOR U DERD 555 i° 3s9 w w J J o �CNj 0D PROPOSED w W �D LATERAL E 00 Ln LO LO W W 10+00 10+50 11+00 11+25 C04-COI D 4" TED RIGID 'AIN AT MIN 5" SAN EV. 55937 H-1 100 STR122, VDOT STD. DI-3C, L=8' ),50 565 STA. 10+53.78 565 22 TP=560.20 1 2 INV INI 556.75 (FROM UNDERDRAINS) lA PROPOSED INV OUT; 554.75 TO 1B GRA E EXISTING - - 5 00 GRADE - - CO 560 _ INV. 8. o 0 INN.55A5a IN .559. a6 LF ao PROPOSED 4" 759 F�a'O� EX. "DIFIR LINE UNDE DRAIN AT MIN 555 i TO UILDIN i%SL PE 555 LI PROP DSED i' WATEI t PROP DSED 6' SAN LATERAL LATE AL ELE 4 15' PVC LF @ 1,21% 53.78 7550 550 548 1 1 1 548 J J �. 0 o ^ U� o o (`7 CD 0 (P 00 o U7 w w �D 0 C� � 0` .D% -, Cu �D Cu �D Cu XD `D 0i o L7 L7 I�fl LO 0 0 Ul wW 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 STR 22 - 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. STR118, VDOT STD. MH-1 REPLACE EX. DI TOP STA. 10+00.00 TP=559,50 INV INI 556.03 TO 20 EX. INV OUT. 556.03 EXISTING S 185TORN INVER . STR a8S REPLACED W TH MANHC STR ao SHAL BE INSTAI EX15TING STC RM SEWER NCCOMMODA TIENEW EN 555 52 J J W W W� STR120, VDOT STD. DI-3B, L=8' STA. 10+17.79 TP=560,33 EX INV IN 556.37 INV OUT; 556.37 TO 18 560 F' EXIISTINGI CL5 .79 Li @ 1. 3% 55 �D N-) �D Ln LO Ln LO 10+00 10+50 10+75 20 STR 20 - STR 18 i141 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 " 'T " m U-) Cu I, , v jjm n + Ln 590 - u - 590 -5,55 % w w LOW LOW PT PT STA ELEV-561,66 2+82.104 PVI STA112 11.14 585 PVI LEV15 7.84 585 _ L C l41, 1 vm �D V 30 V ID 580 + + 580 LJ w 4< U; --; \ >F > w \ 575 575 LOW PT STA: 13+ 8,57 LUW IfT EL V 5 128 III J HVI � PVI E I A:1�344�D./�) LEV:5 1,79 570 \ K,26,0 1 570 \ BVCS: 13+0 00 BVCE, 563 1 \ + EVCE: 561.2B 565 565 560 XISTINiL RWSA SANIT RYSE ER 560 CROSSING. C014TRACIORTO ERIFY EPTH TCRO SING E LEVATION - Z 555 555 Lu 552 a 552 W W Vol 0000 .M0 Ln 00 W W 00 r" 0LO U-)Co Ln U-)Co Ln U-)I'D LO Un Ln wW 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+0016+25 J I K45, V LLJ I J I L. I"I Yi-1 STA. 17+49.04 570 TP=562,40 570 INV INI 557.01 TO 10 INV INI 557.01 TO 12 INV OUT: 556.91 TO 6 i 565 565 STR 10, 24" YAR SEE DETAILS OP SET, SHEET 9A STA, 11+62.08 560 TP=560,00 INV OUT. 557.8� 9 7/7/7/ 24 PVC 555 162.08 LF @ 0.50% 555 552 552 > > W W o N o o m W W '7 �D �0 M 'o (U �D LD 0 U� Ln U-)LnLO l0 lt7 U7 W W 10+00 10+50 11+00 11+50 12+0012+25 STR 10-STR 8 DRAIN VSMP mk0m. FUTURE CONNECTOR ROAD 25 MPH DESIGN SPEED STR 14, 24" YARD -I ll "' N SEE DETAILS ON VSMP 570 SET, SHEET 9A �7] STA, 10+93.84 STR116, 24" YAP TP=559.00 DRAIN INV IN 557,74 TO 16 SEE DETAILS 01 INV OUT557.74 TO SET, SHEET 9A - STA, 11+79,02 565 _ _ - - - TP=561.50 _ INV E1UT1 558.1/ 560 560 INV. OJT i377 5 557-z8 15' PVC 5' PVC YARD DRAI 93.84 LF @ 0,50% 85.18 LF @ 0.50% 555 555 552 552 W W J (U M �, .M. r CU CDJ W W LD n N � o V N �LO u Lo Lnln w� 10+00 10+50 11+00 11+50 12+0012+25 STR 16-BASIN ATSTR12 D J VSMF TO 14 Lic. No. 035791 L 03/10/21 14 z z Lu E 0 V Z O � z a k o WDO Z J Z J O Lu U) m rw W z a Lu d ` w W Ce O .-H Lu N N N IA O ILMr, Ny N M .--I O a rn LDJ � M Lu _ N U) J ' z o LL. LN N � LLI > z Lu Lu Lu J J Z L.L O W p[ Lu O L9 W Lu Q 0 Q w z E U oCLL Q ' J `1 Q 0 Lu II U o w z Cl) ul 5 LLl 0 _ cf) U ::D Lu Q 0L O J < ff V o o N � Ln w J U ~ (V w D_ w JOB NO. 192171 SCALE 1 "=50' SHEET NO. 8A Design Year: 10 Project: Ivy Road Job #: 192171 Prepared by: KKW OUTILET WATERDesign Storm Year = 10 H 0 DOWNSTREAM SURFACE ELEV STRUCTURE --SCOTT R. LLINS�Z Lic. No. 035791 o� 03/10/21 o��SS10NAL z zz z w w f f 0 0 U U MOO w U) U) U a H O (all 0 z U f o = O 0 0 z0 J C7 > > a z 00z z U f U w 0 0 O 0 J m¢¢ z z 0 p Q w z ul ul H Cog W W V/ w o 0 .. w G 0 0 a a a w g g w o ti J d O_ Q LULu Cd 2 MLL LL 0 O Lu J J f f En En m m > > CD O N N H N N N \ \ Q t\O Ln Oti j n N M LD z M UJ N U) 1 co J z CN O (•� T CN' 1 N W ~ > z * gutter longitudinal slope of 0.001 should be used in a sump condition J J c> O z �' Lu J O I--1 w 0 J W J Q Q ` U L '�' U DC Q J U Y Ld F1 ~ z * gutter longitudinal slope of 0.001 should be used in a sump condition W w 1--1 V1 - < Z LU LL1 O U J �~/�/ I L. J o Q O O > O I --I N U '� W J N w � w a (n JOB NO. 192171 SCALE 1"=60' SHEET NO. 9A 1 11 1 1 1 11 � 1• �®-------- - --------------- - --------------- - --------------- - --------------- - --------------- - --------------- 1 1• � 1 1 1 1 1 1 .. ®-------- - --------------- - --------------- - --------------- 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 2 � i0 N d H � N a m c U � O. O � � v � O N C N � O. O N N .t � y J U � c o p m p p a a t m m � p � � ❑ o ti cap a o ai « all 0.58 0.55 0.319 1.28 0.00 1.28 0.0010 0.0200 2.0 0.0200 1.0000 11.25 22 DI-3C 8.0 combined flow 1.3 0.17 0.368 8.44 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 Coeffw icient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a= rn m w � m Ste' T � � u � o' � o 0 ma v o m t a10i m � O £ ❑ In- > J Q U U C7 Ci Ci (A F- 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 DF3C 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 (IN/ER) Q (CF S) 10 24" YARD DRAIN 3.17 6.42 3.00 0.45 4.00 7.60 4.0 ORIFICE FLOW 10 24" YARD DRAIN 3.17 6.42 3.00 0.45 6.50 10.98 5.0 ORIFICE FLOW 14 24" YARD DRAIN 3.17 6.42 0.52 0.52 4.00 1.08 1.8 WEIR FLOW ® --____-_--_ 1 11 00 1 11 ��® • • 1 ® --____- 1 • 1®1 ' • 1 1 1 11 �0 1 1� m 1 1 ® • • 11 �® 1 • 1111 11 1® 11 _--_---__-- ® ® --______--_ 1 11 ®� 1 1 � 1 11 1 1 •1 1 _-____-_--_ 1 11 00 1 1 ��® • 1 11 PIPE DESIGN n=0.013forRCP n=0.01forHDPE Pipe Hydrology Pipe � O U d N 3 V w O p 3 O O E d � c ii io .c m � � p E C N � � N O ;O N m a � ❑ Q, N 5 E a ❑ > ape run: 12-IX NY 12 8 1.66 0.57 0.946 0.946 7.50 5.94 5.62 9.72 557.19 557.01 35.6 0.01 0.0051 24 17.42 5.66 0.10 8 6 0.00 0.30 0.000 2.296 19.51 4.02 0.00 9.72 556.91 556.19 143.0 0.01 0.0050 24 17.39 5.67 0.42 6 2B 2.19 0.35 0.767 3.063 19.93 3.98 3.05 12.18 556.09 555.82 53.7 0.01 0.0050 24 17.38 5.97 0.15 2B 2 0.00 0.30 0.000 3.063 20.08 3.96 0.00 12.18 555.72 555.29 85.7 0.01 0.0050 24 17.36 5.96 0.24 2 1 B 0.00 0.30 0.000 3.063 20.32 3.94 0.00 12.18 555.19 554.10 218.9 0.01 0.0050 24 17.29 5.94 0.61 1B 1A 0.00 0.30 0.000 3.382 20.93 3.88 0.00 13.12 554.00 553.15 170.3 0.01 0.0050 24 17.31 6.06 0.47 1A IX NY 2.14 0.76 1.626 5.008 21.40 3.84 6.24 19.22 553.05 552.43 77.4 0.01 0.0080 24 21.92 7.86 0.16 ape run: 10.8 10 8 3.00 0.45 1.350 1.350 19.00 4.07 5.49 7.69 557.82 557.01 162.1 0.01 0.0050 24 17.33 5.32 0.51 ape run: 22-1 B 22 1 B 0.58 0.55 0.319 0.319 7.20 6.01 1.92 1.92 554.75 554.10 53.8 0.01 0.0121 15 7.69 5.21 0.17 Pipe run: 28-OUT 28 28 0.09 0.83 0.075 0.075 5.00 8.87 0.50 1.50 560.11 559.82 58.4 0.01 0.0050 15 4.95 3.50 0.28 26 24 0.18 0.83 0.149 0.224 5.28 6.58 0.98 1.50 559.82 559.71 21.4 0.01 0.0050 15 4.95 3.50 0.10 24 OUT 0.48 0.45 0.216 0.440 9.50 5.47 1.18 2.41 559.71 559.09 124.0 0.01 0.0050 15 4.95 4.00 0.52 ape run: 16-OUT 16 14 0.12 0.70 0.084 0.084 5.00 6.67 0.58 0.56 558.17 557.74 85.2 0.01 0.0050 15 4.95 2.62 0.54 14 OUT 0.52 0.52 0.270 0.354 13.50 4.76 1.29 4.10 557.74 557.26 93.8 0.01 0.0050 15 4.95 4.50 0.35 Rperun: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 r 4 � W N On � � L d .o � 'o 0 � 'o � � � � o u> C � � t0 .d. C � J O 10 � O � � N p $ ❑ ` � Q O 9. a > � ¢ U U O d ui 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 � U C � a iK � � 1I1 � 'F � N � N 3 O N C .t.. 'o � � o v u m'o 0 d � � � � 0 3 o m ° `m o d c � � � o.� 3 x C U a d > J Q U U Q Q if (n f- IL 10 W a 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