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HomeMy WebLinkAboutSDP201900045 Plan - Submittal (First) Letter of Revision 1 2021-11-12SITE PLAN NOTES: ®ea4104940e000 1. SEE C-001 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. REFER TO SHEET C— 2 O 5 DETAIL 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINER. 3. FILL CONSTRUCTION FOR ALL PHASE 1 AND 2 IS OCCURING AT THIS TIME. 4. CONTRACTOR SHALL VERIFY ALL ROAD, STORM &UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR i 20' 0\ \ 20' 40' 60' o TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. p o \ 5. BUILDING A IS CURRENTLY UNDER CONSTRUCTION NAD HAS A SLAB ON GRADE. „f" f "' i ® o 6. A MINIMUM 20' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND BUILDING A. SCALE: 1 "=20' f"` �'u� i \ 7. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE „f` i DESIRED LOCATIONS. f f ` <�® EX MH W dV 0 0 P� 8. CONTRACTOR SHALL TIE THE PORTION OF THE EXISTING PRIMITIVE TRAIL LOCATED WITHIN VDOT R/W TO TEH f" �' , / \ — — — _ _ o m �#HHN® PROPOSED TRAIL SYSTEM. f / " \ — 0 9. THE DRIVE THRU LANE FOR BUILDING A, WHICH IS LOCATED IN THE NE PORTION OF BUILDING A SHALL f "f cG ti \ \ b z INCLUDE A PRE -MENU BOARD PLACED 20' AT IT'S CENTER FROM THE POINT OF ORDERING. THE POINT OF ORDERING, WHICH IS LOCATED ON THE SECOND MENU (ORDER) BOARD, SHALL BE LOCATED 56' FROM THE \ \ m EDGE OF THE BUILDING. \ \ C/' _ 10. CONTRACTOR SHALL COORDINATE WITH THE COUNTY AND THE OWNER TO RELOCATE THE EXISTING HOLIDAY = 0 Q � Ir INN SIGN ONTO THEIR PROPERTY. 11. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET / / , \ \ o w w r STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND // \ \ z Q i m m m OVERALL BUILDING. i m 0 z o 0 \ 0 w w 12. THE FREE-STANDING SIGN LOCATION WILL NOT BE APPROVED WITH THE FINAL SITE PLAN; IT WILL BE � � � � '. � � � 36 \ � APPROVED WITH A SEPARATE SIGN APPLICATION. MINIMUM SIGN SETBACKS WILL BE MET. _ Ld GG' ,i **,—376-37437237p36g 6 \ \ _—___— o 0 i 07 ,;.: ♦, \?%pOh,Es _ .. — _ ��Sao P R a ����o 63 \I / rn _;...... OU tz0 Wam _ ♦ co +' :� O�GO�OSNO + :..... EW ETAfKRNG WA _ — _ ,i � E" fx _ i EW 10' PROFFERED TRAVELWAY p EL _ REFER TO SHEET C-302 DETAILS 2 & 7 rx� 1 w R53.5' rrr� � � O � � Q MH2 LOR-1 NOTES: d �ru Q �• CG- fir„ ' 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO W 112 0' Z +' r AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE Z \Rkll5t#Aj o. �, \EXISTING PATIO IN FRONT OF STARBUCKS.o 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED.STOP N "'� \ , 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH W R3.5' CG i? R40' O \ �„ \♦, AREA SHALL BE INSTALLED AROUND BASE OF TREE. SIGN R� R5' ;:: ;' ,, \ OG�O // G 0 N S,�OQ \ ♦,,,a \� 4. ANEW DUMPSTER SHALL BE INSTALLED. MATERIALS R86' PATIO SHALL MATCH THE EXISTING DUMPSTER. R7 °eea R A S� R3 R R4' \ ��. / \ ♦ \ Gil 2' 'i \ cl PC tv- / A� CG-2 R45' LOR-1� :�: S o• R .'.. o / R4' STOP O.. 6 O ocP Gyp. y IGO R5' � \ �� � s � s� .• O / 4 R20' 16 CG-1 R % 1 R25' ' W HANDRAIL EW RETAINING WALL / BUILDING A ©� :. R3' \ NEW PATIO AREA MAX HEIG 4' - - R12' \ 1 N�II ��� .O PERMEABLE , � FFE=392.67 � R PAVERS 00 oMH6 R :. (9,500 SF) III / 9 c \ R2 \ ti R ' G\ �� �';.•�O�'`�' ._ .:'. �/� NI' � ,6 ..`:..GOB'` L E ? � � a SEE LOR-1 NOTE / O � c, � O ♦ s 3 EX 3" WM / . - O G MH3 / 0 . S 1 1f / /X STR-52 � -12 G�c� .::'. \ ♦♦ so��9 + - o �\ rn• ♦ ♦ 1 a 39u 6`c".'�.. 1�' � r7 RETAINING WALL ♦ ' - °O c MAX HEIGHT = 2.0' ♦1♦ , w EW RETAINING WALL ♦ ♦ "' . '"... Ji y 1 / - / ♦ - / MAX HEIGHT - 2' M / / / r \ \ .F S• c\2 cc`2�91� a W=390.50AW Al MH4� R35' OiL ♦♦♦♦ W VC ' 1 R35' ` R15 �0 �°�Q°° ♦♦♦ ��j �IMXZSTOP ♦♦♦♦ �♦ r i/1 Z PHASE 2 EX MN D �/� \ \\ \ \ ® o SIGNN ♦♦♦♦ > Q / / \\\\ R1 s • W a E STR- ®\ � R15 CG 2 ♦ , W E� / I�• Imo' rT, J • ♦ E� �T W • ` O W E� R10' i I Q L r� L w / • °� m x ♦ ; SHEET NO. C-201 EXISTING HOLIDAY INN • SHEET 1 OF 4 FILL NOTES: I\��eti 1. ALL FILL SHALL BE PLACED AT 95% COMPACTION. REFER TO SHEET C- 2 0 5 D E T A L 4 20' 0 20' 40' 60' �G 6� 2. ALL BUILDING AND PAVED ACCESS AND ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF V J ice. SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE SCALE: 1 "=20' C COMPACTION OVER TEH ENTIRE ROADBED/FOUNDATION AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND o N BRIDGE SPECIFICATION 30304. � } z o 3. GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUN OFF AWAY FROM "'r BUILDINGS AT ALL TIMES. \ "f ` \ \ g 4. ALL SLOPES STEEPER THAN 3:1 FROM FILL OPERATIONS THAT ARE TO REMAIN FOR A PERIOD LONGER THAN „ \ \ \ �0� Q�oF 12 MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. f f f !/ / i i \ Hl p D 5. CONTRACTOR SHALL INSTALL VDOT STD. GR-2 ALONG THE RETAINING WALLS IN THE VICINITY OF THE 'f"' f arr / J \� - - - - _ N °� 00�e1A00N® PROPOSED PARKING, WHEN REQUIRED BY THE COUNTY AND VDOT INSPECTORS. „f" �'' X - \\ - - - - - p m 6. ALL SPOT SHOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE ELEVATIONS, THIS INCLUDES RETAINING WALL ELEVATIONS, WALL FOUNDATION ELEVATIONS, AND POSSIBLY WALL CAP ELEVATIONS, ARE NOT SHOWN. f „f + , �� \\\\� \ \� m 7. FOR CONTRACTOR BIDDING PURPOSES, THE SURVEY IS A COMBINATION OF AERIAL SURVEY, FIELD CREW " +,°" ��� \ _ \ m o SURVEYS AND SITE VISITS, AND BECAUSE THE SITE WAS AN ACTIVE CONSTRUCTION SITE FOR A PERIOD OF s: Y \ \ \ U)= TIME, THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES & THE EXISTING TOPOGRAPHY y �\ �� \ \ \ Q 3:� SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY QUANTIFIED. Q V DRAINAGE NOTES: f \�\� �� \ \ \ \ \ o J m m m y�j' \ \ \ \ z ¢ ¢ 1. A MINIMUM OF 1' VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. \ \ \ \ m U z o 0 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR / "� - - \� �� \ \ \ \ o a z Y TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ,00� _ _ - \� �� \ \ \ o N U ACCESSES, CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE - _ _ - - �� \ w U TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 00 3. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE M V� EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES JP� � ARE MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. og� e De 8 On S -302�' THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE IMPROVEMENTS. yIII 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO ON"" ��� EXISTING TREES CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. 1 / / 5. WHERE THE PROPOSED STORM SEWER IS OF VDOT STD. CL.III RCP MATERIAL, THE CONTRACTOR MAY SELECT A TO REMAIN �� 1► , �`� 0-�_� DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL IN LIEU OF THE RCP. SUCH AN `'.4 °� - / \ ����� RL�'S' \ _ - �\ _ - _ _ _ % a C\2 ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 107.22. ill 'rlr o4�/ / \\� CR O� TC89.82 ,....,.;i:.. ° �r :,..,.: �i \ \� \\�� �� 'r�i 00 388 k-4 COP ETA � '*:.`:V'. ����\ \ � - ,'� EW 10'PROFFERED TRAVELWAY`a T = 6' , FER TO SHEET C-302 DETAILS 2 &� _ \� 6 O IAN S`� 'O,�''E• 'err, �� �� \� \\ ��O F� \ ob arrr .::...,. TC92.10 ain�in `_ \ LOR-1 NOTES: W MH2 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO d Z ��r, AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE TC92. �` �, EXISTING PATIO IN FRONT OF STARBUCKS. a CJ \ I� TC92.33 PP 1.88 0 reoX C92.30 �� 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. W SS F��� , C90.60 �' \ L4A HE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH �I TC93.1 ) vS 00TC92.40 lc i RNEW DUMPSTEREA SHALL BE NSHALL BESTALLED ANSALLLEDROUND SEMATERIALS SIGN TC92.3 a' "�HALL MATCH THE EXISTING DUMPSTER. / PAT10 TC92.5 S��e TC9 R 92.50 TC91.40 TC89.50 TC93.1 / C91.1 /P92.2 2 \ T .20 TC/P 2.54 �... o \ �� TC91.2 LOR_1 TC92 0 0/b sl� TC P9 s'` �✓' ' ITC95.6 y;:; ..: STOP TC92.25 P21.TC89.60 ;:•'.:.:: IGN 95 ' I C9 .2 TC91.33 40 gyp. T 9.90 TC88.50 i NEW PATIO AREA 1 \ TC/P88.63 , ■ . W/HANDRAIL BUILDING A P89.40 TC89.70 NEW PATIO AREA RE AttNING WALL 91.3 C 2. 4 TC/P88.30 PERMEABLE , AX HEI Hr1= 4' ♦ 04 .:;`' FFE=392.67 \ TC88.70 PAVERS -� p �� / TC91.26 . ; � / R. ; 'TC92.5 TC90.10 @MH6 TC91.1 TC .80 (9,J00 SF) \ J / TC/P89.40 /TC90'68 TC/P90.28 �. ` ' � / / / TC/P .40 SW 94 / TC90.5 SEE LOR-1 NOTE$ J / \ =89.889.80 / f��p s MH3 W=91. 5 F/ G� C85. I l z j TC90.80 ` TC90.43 TC9 �3 \ �` / B =89.75 TC90.10 ♦ c�p'po � ; l = // o TC92.50 9.70 ♦♦ F / S TC90.3 TC92.50 RETAINING WALL ,♦ / - / v C91.5 TW=89 0 MAX HEIGHT = 2.0' .,♦ / , / o -90.31 EW RETAINING WALL C89 0 89.40 ♦ �' , / 1 / / \ TC�1.60 TC90.25 MAX HEIGHT - 2' T392.50 W--TC390.50 90.07 W= 0.07 / \ \ \ \ TC92.50 C92.50 TC92.20 � T 2.50 / / ♦♦ • ' // r/ o I ' \ ♦ C9o.7 TC90.70 cso.s . ♦♦ \ ® TC89.56 7 � .`:�,;.., • MX2STOP .80 TC9 ♦ 90.50 90.60 O SIGNA PHASE 2 ; \ \ TC89.99 ,,. � TC90.50 ` � ® •• / ; // � � W Q TC90.60 / W \ 91.51 ♦, TC91.38 E-4 \ C96.60 IGN • s / / W U) LLI TC92.4 / // // 5 E� LLi TC92.33 Lo TC92.62 o a w / / • / \ TC92.00 / // a v= • •� SHEET N0. • _ C-202 EXISTING HOLIDAY INN TC92.28 / • / / / SHEET 2 of 4 UTILITY NOTES: 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND WATER AND SEWER LINES MUST BE PROVIDED. / / , J�o ; / �G 6' 3. A MINIMUM OF l OF OCOVER MUST VERTICAL E MAINTAINED L PARATON FROM WATERAND SEWER LINES MUST BE PROVIDED. ' J� J�°' �. � \ / ( J 4. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. �S� J Jam'm Q 11 20' 5. ALL PROPOSED SANITARY SEWER AND WATERLINE STRUCTURES SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE pF MH 1 THROUGH MH 2 0 / 0 20' 40' 60' o z z oz DEDICATED FOR PUBLIC USE PRIOR TO FINAL SITE PLAN APPROVAL. .�S Jp IS DUCTILE IRON PIPE / \ a ' 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE CON CTOR SHALL ENSURE �I SCALE: 1 "=20' g �� EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF MH 1 HAS A WATERTIGHT 'J _ \�0� Q�oF MANHOLE FRAME & COVER 9 / / >�\ / \ N/ 0 D ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. J J \ — — m N 7. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE EXISTING STORM, WATER Jy �� — \ \ — — — — — ��040 AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES ARE MAINTAINED THROUGHOUT AND THE INTEGRITY I J `\ / — o �— OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE b \ \ z MET WITH THE IMPROVEMENTS. ogti \� \ \ '� \\ \ N � 8. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL STORM, WATER AND SANITARY SEWER CONTRA OR SHALL TIE INTO EX MH 1 & I Jo `•`\\\ \ \ \ o oz STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. COLLINS ENGINEERING SHALL VERIFY ALL \ ABANDO HE EXISTING SANITARY SEWER SURVEY CUT SHEETS WITH RESPECT TO THE CONTRACTOR'S ASBUILT SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER BETWEEN' MH 1' AND THE DOGHOUSE'MH6'. m ELEVATIONS ARE MET. CONTRACT SHALL NOT ABANDON THE EXIST!N 9. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF EXISTING UTILITIES TO CONFIRM DEPTHS AND TO SANIT Y SEWER BETWEEN'EX MH1' AND'MH6', °` OR KE ANY MODIFICATIONS TO THE S/L, U \ \ \ \ \ Z ¢ Q m m m ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. �y \ \ \ \ •p yn`" ACSA INSPECTOR HAS GRANT DPP AL. - DIP \ \ \ \ \ \ \ \ \ 0 U Z p o 10. FOR THE SANITARY SEWER BETWEEN 'EX MH 1' AND 'EX MH 2': CONTRACTOR SHALL TELEVISE THE EXISTING SANITARY SEWER PRIOR e� °, ¢ Z n� S \ \ \ \ \ m N w w \ Q \ U — U TO CONSTRUCTION TO IDENTIFY THE LOCATIONS OF ANY POTENTIAL EXISTING LATERALS. IF EXISTING LATERALS ARE LOCATED THE CONTRACTORS SHALL SCHEDULE A DISRUPTION OF SERVICE WITH ACSA & THE PROPERTY OWNERS. THE CONTRACTOR SHALL ENSURE °o, '�W `� �J — — �'T \ �D �� �� \ w = CONTRACTOR SHALL WLu P,14¢aMlST L E SANITARY M ALL EXISTING CONNECTIONS ARE REESTABLISHED WITH THE RELOCATED SEWER. AFTER THE SEWER UPGRADE HAS TAKEN PLACE, THE °° E — —� _ — — �3 ] 36 °<° \ \\ \ \ \ — o U SEWER CONNECTIONF{d INT MH3 NTILAFTER " — 372� EXISTING LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, THE CONTRACTOR SHALL - THE SANITARY SEWER R A I Um HAS BE OMPLETED TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA &BUILDING REGULATIONS. AN ACSA (MH6 - EX MH1). CONSTRUCTION OF T1HtONNECTIO REPRESENTATIVE SHALL BE PRESENT DURING THE TELEVISING OF THE SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS / ♦ �— — — — — — — — �� INTO MH3 SHALL ONLY OWAFTER THE AC SECTION THAT CANNOT BE TESTED SHALL BE TELEVISED. o� / ♦ ' \ \� — — — \ INSPECTOR HAS GRANTEfJ''APPROVAL TO MIf�Ba1IZE 11. A KEY BOX SHALL BE PROVIDED ON ALL (3) BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE /' ♦i \ \\ �� — — — — \ POTENTIAL DISRUPTIONS TO EXISTING Cq�10 00� 0 ^j� EXISTING TREES MARSHALL'S OFFICE TO DETERMINE THE LOCATION. - - � S9 / / ♦i� \ \ \ \�_ — — — _ _— — — _ �\ \\ � � � Z 12. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. TO REMAIN ♦ UL \ 41QQ\ 0 f' \ 13. ANY WATER SHUTDOWN FOR THE FIRE HYDRANT ABANDONMENT REQUIRES COORDINATION WITH THE ACSA AND HOLIDAY INN. Jp� 14. CONTRACTOR SHALL INSTALL A 20' LONG STEEL SLEEVE ENCASEMENT AROUND THE PROPOSED DIP SANITARY SEWER. STEEL SLEEVE ENCASEMENT TO BE CENTERED ON THE RETAINING WALL, ENSURING IT EXTENDS A MINIMUM OF 5' BEYOND THE EDGES OF THE WALL'S �,�:�, ROPOSED 20' LONG STEEL \ �� �k. — E- <C w o FOUNDTAION. STEEL SLEEVE ENCASEMENT SHALL BE IN ACCORDANCE WITH THE ACSA DETAIL TD-36 SHOWN ON SHEET 9. ¢pUG Jo' ogv/ ENCASEMENT. SEE'UTILITY NOTE S �1G �' " .:.�:..'� — — THIS SHEET. ,/ \ \ \ �� ��\ \ �� W W co ,:.•.. \ /� EW ETA ,i \ T k � M T = 6' _U� i EW 10' PROFFERED TRAVELW�\ * W z FER TO SHEET C-302 DETAILS 2 &� \ \ w W O \ o �� PROPOSED SANITARY \ \ % °� SEWER RELOCATION TO BE O \ \ �� o� LOCATED WITHIN EXISTING s 40 LOR-1 NOTES: W \ \ J�O� MH2 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO Z o s. PUBLIC EASEMENTS & R/1N 0 AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE EXISTING PATIO IN FRONT OF STARBUCKS. a CJ \ �� ;. ; Q /' . \ 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. 1 J DPP , 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH W ESTOP / , , y \ AREA SHALL BE INSTALLED AROUND BASE OF TREE. CONNECT PROPOSED I ) 4. A NEW DUMPSTER SHALL BE INSTALLED. MATERIALS W/L TO EXISTING W/L �� SIGN / >; 1" ` ' pe , SHALL MATCH THE EXISTING DUMPSTER. VIA A 12"X8" TS&V Z \ /' / PATIO PROPOSED 8" 52 PI W/CD L PROPOSED COMPLETE FIRE \�y, / (� h ° HYDRANT ASSEMBLY W/ 8"x6" TEE PR POSED CL. 50 DIP SANITARY ♦+ & 6.'GV �g2 f: LOR -1 SEWER LATERAL FOR WASTE WATER / FROM G�SE TRAP SHOULD IT BE O STO / / /, R': LOCATLp EXTERNALLY. MEP TO IG (� PROVIDE REQUIRED PIPE DIAMETER O NEW PATIO AREA ' N- \ o• r W/HANDRAIL E RE A G WAL 0•:::.: BUILDING A NEW PAT10 AREA �� :; PERMEABLE FFE=392.67 LOCATION OF /' O PAVERS Oj I PROPOSED FDC "�tiWll06 (9,500 SF) :. w 1�6 w LO SEE LOR-1 NOTE$ I , / RO SED GREASE TRAP (MAY BE INSTALLED ` F HIN BUILDING) Z LOCATION OF ♦♦ F / �' / / ° S �� \ �t +. PROPOSED FDC 0. RETAINING WALL ,♦ / - / � SIGN \ ��''. MAX HEIGHT=2.0' ,♦ , , w \ i / \ \� „•: ® \ +• .. EW RETAINING WAL / ♦ ♦ '' " / , I // / \ Y + \ �••• MAX HEIGHT - 2' / ♦ M / TW=392.50 / ♦ , / Ar � O♦� 0 /l 11 r / � � � / J ♦ / / W RO ED 2„ ♦♦ 1 / \ I/ ♦ r WATER METE ,♦ 1 / / VAULT ♦ • / / W PHASE 2 • / � , � / _ TWO (2) PROPOSED 1" DIA. CORP. STOPS, • / PROPOSED 6"x4" \ \ ° � " \ �����` • 1" COPPER WATER LATERALS & 1" • / � \ TEE FOR 4" CL. 52 D , �• / w SETTERS FOR (2) TWO 1" METERS (BLDG. / FIRE LINE W/ 4" G.V. \ • A). 2' MINIMUM SEPARATION, AS SHOWN / // ; O W P POSE F.H. A EMBLY W/ 8"x6" TEE,6" G.V. \ ` • ROPOSED 6" GV / / P OPOSED 8"x6" REDUCER. �GN ♦y � i� • (1) PRO SED 'x4" TEE W/4" GV, \ • • / // , W 5 ROPOSED 6" / w RE ED 2" CO ER FOR 2" METER---'/ / 90 DEGREE BEND / / , WLd (SEE SA TD 2) (BLDG. A) w / • // / � � � w a L(J � • LOW OFF / Q o w PRO SED 6"x4" TEE FOR 4" G / / • ASSEMBLY CL 2 DI FI LINE W/4" G.V. ` \ / / l ; SHEET NO. GAO \ / • ` 9 CAPON PHASE C-203 EXISTING HOLIDAY INN / / Z2�Q� • / SHEET 3 of 4 PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY PHASE 1 QUANTITY PHASE 1 TOTAL CANOPY TREES AR ACER RUBRUM RED MAPLE 2 1/2" cal. 452 0 0 BN BETULA NIGRA RIVER BIRCH 1.5-1.75" cal. 464 0 0 NS NYSSA SYLVATICA BLACKGUM 2 1/2" cal. 151 1 151 PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" cal. 422 1 422 QA QUERCUS ALBA WHITE OAK 3 1/2" cal. 243 6 1458 QP QUERCUS PHELLOS WILLOW OAK 2 1/2" cal. 419 0 0 UP ULMUS PARVIFOLIA 'ALLEE' ALLEE ELM 2 1/2" cal. 423 7 2961 UNDERSTORY TREES AG AMALANCHIER x GRANDIFLORA SERVICEBERRY 6-7' ht. 130 6 780 CC CERCIS CANADENSIS REDBUD 6-7' ht. 124 9 1116 CK CORNUS KOUSA KOUSA DOGWOOD 6-7' ht. 128 4 512 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' ht. 113 2 226 MS MAGNOLIA STELLATA STAR MAGNOLIA 6-7' ht. 49 0 0 EVERGREEN TREES IN ILEX x 'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 1 4'-5' ht 1 442 56 1 24752 MG MAGNOLIA GRANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 1 6'-8' ht. 1 25 45 1 1125 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4'-5' ht. 1 161 3 1 48 AB ABELIA GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 14 196 AZ AZALEA 'GEORGE TABOR' GEORGE TABOR AZALEA 6-8" ht. min 5 8 40 CS CORNUS SERICEA RED TWIG DOGWOOD 18" ht. min 72 4315 I.368.1080 IC ILEX CORNUTA CHINESE HOLLY 18" ht. min 20 30 600 IG ILEX GLABRA INKBERRY HOLLY 24" ht. min 26 46 1196 IV ITEA VIRGINICA 'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18" ht. min 1 641 37 1 2368 TOTAL CANOPY I 1 1 36,031 39619 NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES ID PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. CALCULATIONS PROPOSED DEVELOPMENT 2.85 AC 124,113 SF CANOPY REQUIRED (10%) 0.28 AC 12,411 SF PROPOSED CANOPY 0.39 AC 39,319 SF TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES 56 # TREES REQUIRED (1/10) 6 LARGE SHADE TREES PROPOSED: 15 PAVED PARKING & VEHICULAR CIRCULATION AREA: 44,005 SF SF PLANTING REQUIRED (5%): 2,200 SF SF PLANTING SPACE PROVIDED: 6,346 SF PARKING LOT LARGE SHADE TREE PLANTING LIST: QP: 0 QA: 6 AR: 0 PA: 1 BN: 0 NS: 1 UP: 7 ADDITIONAL PARKING LOT PLANTING LIST: IV: 37 CS: 19 MV: 2 AB: 14 IG: 46 CC: 9 IC: 30 CK: 4 MS: 0 AG: 6 JV: 3 PHASE 2 AND 3 LANDSCAPING ARE NOT SHOWN ON THIS AMENDMENT. FURTHER PHASES WILL BE SHOWN ON OTHER AMENDMENTS. , , w . , i • ��C � • I� I,•_; I • n u u %-_►••-1 / /• ,' •� / 1 / •20 • a! ��i �!�;l III , I:'L��!� . ■ • �11 / �� -•—• .L• ._II • • ,Or• �� •'� Illl�llll�� • ­0 OW r�f, � ' jjl■, � ` , �� � ���� , , - _ • III ;;. � � '� � �� � �► �� � :'!�+ � • Y. _.. 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