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SDP200500138 Plan - Approved 2007-04-30 (2)
FaE : 5br OS-rl 0 f � v, /�a ( C,/-� I V� -N _ TYPE` ICTU OF Rut5LnN I MAY 20. 2005 ooGtpq Rio H91 Ct. Myers BP 5 yc to rive • 9y l A PORTION a�'�' , OF LOT C am Ai ATE be . / O i GENERAL 00/1 MUCTION NOTES FOR SITE PLANS ° I / o u E. W001) A PORTION or- I. PL PRIOR TO ANY WITHIN ANY EXISTING PUBLIC RIGHT•OP-WAY, NCLUDINII O� TO ESMT. TMP 460.3-B ( j / 6" eP % s -0 No.20216 ANY BXI3TIN6 A PERMIT SNAIL BE OBTAN97 FROM THE VIRGINIA DFARTMENT OF TRANSPORTATION MOT). �47DGB* a P. 579 / / / 470.47 (470. o p • w t T1•IS 0% AS WN MAY NOT ACCURATELY REPLEC7 THE .f'Sd.IREMSM OF THE PERMIT. V44E7E ANY A PORTION DANCES OC ClR 7M@ OE'< THE PERMIT, SHALL GOVERN // OF LOT C // 2 ALL P4�VG, DRAINAGE RELATED MA1'B21AL:$ AND CONSTRUCTION M,ETHI00$ SHALL CONFORM 7d OIRRBJT i I y� j 4" TREE 9PEC�CATIONS AND STANDARDS OF VDOT LW ESS OTHBRNA9E NOTED d SUBMITTED LAND 471 a6 a EROSION AND SLTATtON cONROI MEASURE'S SHALL BE FRONDED N ACCORDANCE vvrcH THE APPROVED .7667 AC. 1 1 / / VlCIN/TYMAP EROSION OONTROL PIAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARN(a. GRADING OR OTHER OONBTRUCTIOM WM ; 1\ J 1,1 NO \ L�MLP Fall �� �K 4 ALL SLOPES ADISTURBED AREAS AJRE TO BE FERTIRED, SEMW AND MRU1_CHM. THE MAXIMUM II M ALLOWABLE CP2,AI ONTAL,vESRT1CAd 1 WHERE REASONABLY OBTAINABLE L SLOPES of 34 OR BETTER ^ \ BUILDING "A" 11 1 \ / / GENERAL NOTES 5ga e I I Y \ L LOT AREA, 0.9133 ACRES 5. PAVED RIP4ZAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WAN N THE OPIJON OF THE \ m 2 CURRENT ZONING, C- o w m t4LeBRMAAfa E 1TY r�RECroR 20 EF EiJphRNo OR THE DIRECTOR s DB91a� rr IS DEeAED !p \ I Y ; `I "\\ \\\ / ECL ENTRANCE OVH2LAY DISTRICT ' MCM49Y N O STABILIZE A DRAINAGE CHUJJNFL, O % p EXIST. GROUND COVER ti 'I I n 4 ALL�'',aTAFR0 CON2& SK,YJ9 SHALL CONFORM WITH THE VIRGINIA MANNA FOR /9 A EXIST. < p I \ I - 4" TREE/ '�• TAX MAP $PARCEL NMRNAtER+ POSCO-03N•00-OCO80 l tti -._. TRA CaM TR(]L MaQM / 3 \ ' - TMP 46.10463 - BUSHES U / Q 471.65 �'ZL 4 THIS 517E IS C01•RRBUT8VG TO -,THE RIO HILL BASH WATER OUAIJTY a ^ - 1( �\ U EXIST. TREES I \ RETROFIT N ORDER TO M•T WATBi-CUALITY REQl1JTS, o a 7. UNLESS OTHERWISE NOTED ALL CONCRETE PPE SHALL BE REMPORM PATRIOT BANK, N A V ® I \ 2 m CONCRETE PIPER - CLASS RL D.B. 2394 P. 133 PLAT 5, PRO.ECT ADDRESS, 1010 GARDENS BLVD, o "e - D.B. 2394 P. 129 I II I sCWARLOTTSSVLLZ VIRGINIA r a ALL EXCAVATION FOR U DERGROUNO PPM E INSTALLATION ST COMPLY D.B. 1676 P. 422 I \\ 6 \I • I r I \\\ T \\ TCPOGQAR40 INIFORM1ATION FROM A SURVEY BY, - - WITHOSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY 019 CFR PART 19261 D.B. 1129 P. 878 SDMH I \ 11 . I MII I ll�7 npy1 \\ / 6 EMAS nR LINCOLN LAND SURVEYOR NC. r " INV OU 460.52 T 700.721 11 ( 4 I ENTRANCE/ _ • / \ \ CHQRLOTTESVM-LE, VRGMNMA 22901 (134)-974-14p ' LOT D ; G -�- (777. ,b' G UG. 00 ^�.���tyVOh -EE�\ 0 OG 7. TEMPORARY BEiJCH B.EVATION 472. CONTROL PONT GPS -I, �f i FL{�(� /^\ TEL P G:::_��'%:: T1 OJh �`7. \ MEQ'\ - �'� (SEE PLAN 3IET�J1'• . GT h. 4: ` V 8 PED :,:NtA EL CT 04-u ?)3 \�.1 g� \ s 8. BULOMVG AREA, EAItl.DMJG+ 6.790.003 SO. FT. SDMH \ a�ao I� " \ A p \ o! TCHHBASyN p 9. FLOOR AREA RATIO TO LOT • 16.971 L u POST (� ILT ` .� \ y P 10. CONTACTDEEOPERR�';1908 EEM MET STREET _ F� TRA \ A PORTION OF TO BE REMOVED�'B, O ,,. H� I A11211 TRA \\ TMP 45C -3-B C7 - b ^¢- - CHARLOTTEESVILLE, VA 22901 A PORTION U OFFICI i 434-293"5823 Z \\ I I j \�.71NV OUT -FAX+ 434-293-7550 GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLANS b / \ ViAIL6OX I \ OF LOT c a7.20 'TREE - ES -11 UNLESS O7�R WW INDICATED, ALL VEGETATIVE AND STRUCTLRAL EROSION AND SEDIMENT / \ \\ I I '1 F \\ 0.9133 AC. P C7�\ M• PAi2KN;�' [�[ CONTROL PRACTK,E-S-S WM.I. BE CONSTRUCTED AND MANTANE D AOCORDNG TO MMNIMLM / \ U 1 z c� \ BUILDING "B 04J INV uS' 04 SP 67 __ "OFFICIAL DETERMINATION OF PARKNS FOR THE GARDENS SHOPPING CBVTEW @, >. ^ AND VRGNA REfe�.1.ATI0NS VR STANDARDS AND SPE�TIOIIIS OF THE VIRGINIA- / \ I II 3 w I $ \I - ENTR 465.4 47 3a \ E1ILONG B ��'0 1BUILDING CA ON4AMRICK) I�8BAS3O4 SF 68 PROVD® M 12 PROVIDEID REGULATIONS / \ m II II I o I I 5 C.A'�(;H � YPN C).) ITP j \ 48"%-: BI"LDNG C2 (9F'�1 4750 SF 34 PPCN M M �J ES 2+ POE CaN1SiRUCT10N 01E V iC PRIOR TO 11-E WEEK PRIOR TO OF LAND N \I 1° WM ; o U F EWERTSER cam'/ TREE \ . RKNF TACO BELL E1 PATRIOT SAW 07 SF 0 PROVIDED 53,518 SF 275 ACES PROVIDED W 8 z . . WSF 73 PROVIDED z Z DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION � ® D e3-3+.ALL t3ROSI0N AND SlDWENT CONTROL MEASURES ARE TO BE R.ONCL� �II _ I f i 1 W I �'j i .. @' \ 47 7 SH(1PP1JG CBJiBt PNiICN6 475 SPACES PER Ip005P - 2ri4 TOTAL RE-0IARED PRIOR TO OR AS THE FIRST STEP N CLF-ARIJG. Y .. ��j / , E'.S-4+ A COPY OF THE APPROVED EROSION AND SfDK434T CONTRA. PLAN TMP 45-10484 1 �TO H I = 3 I I \\ , cu TRE£ / E2 ALL oMENSIONs ARE TO BACK OF CURB v W SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, - BROE USTE`S, INC. I "' 470. - 6 \ 4 �LP / AJJ..ESS OTHERWISE NOTED. 4 ?Z, LU ES -5, PRIOR TO GOMAMENCNG LAND DISTURBING ACTIVITIES N AREAS OTHER ce.O T M $ 47 -��- J _ P A ` - - _ 'U 472.7By� / y ^ 13, PROPE RTY NOT WrtMN ICO YR, FLOOD ZONE THAN INDICATED CN THESE PLANS TNCUONC BUT NOT LM7't0 TO, LOT E - - � - O OFF-SITE EKJRROW OR WASTE AREASL Tl -E CONTRACTOR SHALL SILENT C ! 'SILT FELE 04.1 \ \ \ ❑TE� / GQ 14. PROPERTY OWNER, •TAMES AND VIRGINIA HWMRICK, LLC U� � ��f A SUPPLEMENTARY f3206I0N CONTROL PLAN TO THE OVA FOR RENEW (T1'PJ s x7 ^� v C� • Q ° < AND APPROVAL BY THE PLAN APPROVING ALTI40RIT1'. ",� JAMES 8 VIRGINIA HAMRICK. LLC N1 / LS. MAGISTERIAL DISTRICT, RIO / - 480 -SECTION 3 - PARCEL B � CO PARCEL IDI 04500-00-00.000060 ^ \ / / / LL ES -6+ THE CONTRACTOR LS RESPONSBLE FOR INSTALLATION OF ANY ADDITIONAL / U 1 a COMMERCIAL ION 388 AR':RETAILBKi s K MAXIMUM EMPLOYEES, M • - .. B20SION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SFEDMGEVTATION N P ¢ 1 �.� ss �\ �/ `' j - p Lu AS BY THE PLAN APPROVING AUTHORITY. �. 17. MAXIMLM HEIGHT OF STRUCTURE, 24 FEET C� ES 7i A L DISTURBED AREASTIMES DLRMdCs LAND TO DRAIN ACTIVITIES AND D R SITC D OPMBNT UJTLAFNAL /� e I ® I I I'll $�/ /SS j/ / I8 ADJACENT PARCEL UBE+ COMMERCIAL BUSINESS OR RETAILM� P STABILIZATION S 4CHIEWED. ;3 IN - N. NUS STALLS, 9 SERVICE STALLS N 1' / 4a4' /ss t�S ��' 3 + DURING DEWATE wG OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE tb' V1120 ESMT. I / Jhss 20. E", 8 11 D.B. rao P. 307 e3 two ES -9+ THE CONTRACTOR SHALL ASPECT ALL EROSION CONTROL MEASURES P%IOOICAU.Y AND AFTER _ - - - - - -,t0' ACSA SANITARY �' qbb. / / / a" TRE��� $ 70 ACES, GRATE EACH RUNOFF-PPODLIOM RAINFALL EVENT. ANY NECESSARY REPAIRS OR..CIEANLP TO MAINTAIN 470 /SEWER FREEMEN i 475.1•/ 4 THE EFFECTNE3 ESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY ; \ F \\ ti° a 2.655 / / / 22 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SE3ZVICE TAP PRIOR TO WEfR SERVICE NSTAILATION. CONTRACTOR / 433.64 '� I _ - / n4► / /. ti </ / /' - - - TO V6RFY SEW62 VE3iTICAI. CLEARANCE_ FROM ALL OTHER - / / I ` / y/�� /� / UTLITES AND STORM pRANAGE. J LPO® / A PHAL �1j %"� /P ' 36' / ^_ / / / i i IIyp1,t� O / U P RKIN - iiF' 33 I\r ��� 4- ,y / S // / i --moi \ 4 AREA- / STUCCO D' I - r. '\ 471 i / ) /� / / / / //i/ i/ (TAP �/�� �, 3wL01+7G AAsuaTtO 4GMT5- 11SW wA1.L PAtK�ivLL WT OFF O I SDMH / S / / / $79.14 OAST' M"1 a �iIREo4,Y.o,u Q I 4 2 /. II . _ p - S i Y , !'A. , \ Z4. fAo 4NTw4 O 1� _J 7 TOP I 3 _ iT' SAN.. j / / / / � /Y� / � tXb/J% / \ BASeH4N'I GoTR $RaatE � 1w4ai so"D ` A91o�42 L \\� / 0 ' G ioOW IPC uj IF SEWER SERVICE / J/ / / - LEGEND eL iGw n1W,.MAV', Sif ,(♦RfI1,5.f0 J O, ,,,..:.�...�-<.: S8E 37'23"E 457.44 V`a-'' / / / / / / i/ h- ` / W - 1 PROPERTY LANE H- 00 Z V N X20' AMA SANITARY - _ __...._ -y 7.. ._ ..... _ E3(ISTNG CONTOUR U � 447.8428' STORM S ° aY��C x SEWER EASEMENT I1J _ A I / IN /� SDMH NOT / DRM*NI /\ / / D.S.1167 P. 386 _ _ _ _ _ _ _ - _ _ - DLI$Tg.,)G CURB LLI y cp I ao. ' N _ ✓` r -i 8.38 .. Di Z / / _ TOP GRADED / 9T / 4173 86 / j NV T MH / h �/"' SNP JO / // el C ,-r•� y/ .. a57� ' 447.4 20' ACS TO. BE REMO`7mOP y OJ \�\ p6 �h 2.iy,(, � / / / .53 ijx� EASTNG EOP O v, 1 IN tlOU 467.85 INV OUT PIPE 35" WATERI'INE to"- VCP O NI' N T VISIBLE �� 4� EAS�11(ENT 1 INV IN 459.16L / / / _ EXIS'fIVG STORM DRAINAGE �- \ OA E TOP/may / - Q /1123 P 134 IPL ,! SS J / 1, 11 PAR \W 125 I �`\ I I I I I. I _ L -'�' Lmmr 9 1 _ i ® I `� I q �� - . $O _c }, � �' LOC 78.83 -DHE -DHE E9CISTMVG UVDf C-Y2OlND ELECTRICAL Q LLL. \ RIO AI3_800 AT63 -PAR P- 4" TRE W d" TATE _ 471. (184.2 X SDMH �� \ PARCEL IW 05100-00.00-12300 A PH 471;07 Q, �� i 47 -UGT -UGT NOTES D(ISTEVG L1rDeze�Rax 0 rELI PHONE LLQ u 1 ay73� / 10ISTNG GASLMNE ` TOP ' I } I I I I I •� 470115 O I Up FTi73 E �� i ' 7.51 EXETNG TRF AREAS NOT gSTLRBEp. - G '- G EX MORETY ENGINEERING PAY P ON _ L .aJf: Ill �� -- - ------ -TRANS -}--- / EC ' m T"S WAW IS TW veo Y ----- ,��'---- - - _-JJ -G'�'- ' / �"- - seccr ro rtoamL covrw>+r r 0 3•-�-1i - - _ -®6 10" PAR w - Y✓ EXISTMJC+ WATERLINE ofrz uur� <rio s PED UP y^� ---- -- --_-- / _- - .478.09 ; -56 55 NAW T oAW Ourl TSE - - �� GUARDRAIL Iv EXISTING $EYVERLMJE===M. = I .nTl x TO BE REMOVED �nassav o}}f nrz ra�ore3rv:�. BEIrJCH MARK IS SURVEY --- - ;� 0 L - I ❑ ❑ PROPOSED SILT FENCE CONTROL POINT GPS -1, *ti --- -_ Q NAIL WITH FLASHER, - ELEVATION 472.92 475--/ �- - _X ---X PROPOSED TREE PROTECTION Q iQ 0 DENUDED LIMITS s ' PROJECT NMXA3ER fl �` is,.GAS LINE ESMT. SCALE; I" -2O' .36-04 D.B.-1147 P. 579SWEET A$JM I 40 CI.I OF g r CONSERIF/ATION NOTES 1. P1 ANT SCI-IEDLILE KEY am SOTAtdOAI. NAME COMMON NAME PLANTM on WHEN_ TRENCLRNG FOR ANY KM OF t�D�GROla1� SPACING M&T* 8m • 10 ww antdoPr AGFA S - 7R8+9 I :I OF LOT C . AR 6 A0w wbmm '"d 5ua t Rod S~ Rod M0019 ' Ca1p4r BUILDING "A" is L B 40. OC. F4t4. 34' LIT. / 510 as ft r TYP. 3 Hdslq rtlOnt10WO M=t0�n SN•m•I 4112 ' Cgp.r • LA,1. IBL 8 20. O.C. w 29' Ir• / 288 44 it. •• N 7 R•x x 'Naft Rr SWwn NOW St 4% I d ie i ' 4'-8' WIpN I B L B IS' OA. 12' FIT. / 44 44. ft. •• . � COW, EEPO K:6 Ux 0rerat0 'Grm Lu1V•' I.Gr•w LI•ir• Jtpm•w W4 '01060M ' 24" M9N. wmff is 8 B 3'-0- or- M•4 5' HR. / IB w It t.:: BUROERSUSTERS. INC. 'I 41 LY AREA PROVIDED' LA3 • 235 sq ft. LAA • 233 84 It. D.B. 1120 P. 14 .LAV Cord"" Sod LA LOT E SMALL OWLIRBED AREAS 7. Ll MAU,TION MEASURES 94ALL BE THE LAST OF T�-E TEVIPORARY OM& MEASURE REMOVED DURING. THE PNAL MEAN -UP 10, No TREE AREAS NOT WELLS• I AREA • 26,422 64 It. CANOPY AREA REOUYiED' 26A22 x O.10 (10%) • 26422 6q. It. CANOPY AREA PROVIDED OO yr, MATURITY), AR NR•d MOpW) 510 64 It x 6 •3,060 It W (Mountain Sj# SlMr44 28x9 64 - 3 . IN QN•III• Stvwx) 44 tKi. 7 TOTAL • 4.232 24 tt, s TMP 46.10483 PATRIOT BANK, INP AT ♦ r w•••r e • A PORTION PREDOMINATE SPECIPICATIOR • • e 'A PORTION OF P. U,, L P. 129 DEPARTMENT. 6. WHEN_ TRENCLRNG FOR ANY KM OF t�D�GROla1� 7. Ll MAU,TION MEASURES 94ALL BE THE LAST OF T�-E TEVIPORARY OM& MEASURE REMOVED DURING. THE PNAL MEAN -UP 10, No TREE AREAS NOT WELLS• I AREA • 26,422 64 It. CANOPY AREA REOUYiED' 26A22 x O.10 (10%) • 26422 6q. It. CANOPY AREA PROVIDED OO yr, MATURITY), AR NR•d MOpW) 510 64 It x 6 •3,060 It W (Mountain Sj# SlMr44 28x9 64 - 3 . IN QN•III• Stvwx) 44 tKi. 7 TOTAL • 4.232 24 tt, s TMP 46.10483 PATRIOT BANK, INP AT ♦ r w•••r e • A PORTION PREDOMINATE SPECIPICATIOR • • e D.B. D.B. 'A PORTION OF P. U,, L P. 129 TMP: 450.3-8 D \ D.B. D.B. 1676 1129 A PORTION MAILBOXES I I OF LOT C . i 1 7 1�� •. �♦ A r a \•j\•Lv r♦,yiv ay\ri� 'viva. b SUBMETTED LAND MOUS AREA, .7557 AC. II II BUILDING "A" II EXIST. GROUND COVER EXIST. 3 TYP. BUSHES LOT D' / r17(IST. TREES D.B. D.B. 2394 2394 P. U,, L P. 129 D \ D.B. D.B. 1676 1129 P. 422 P. 676 - MAILBOXES I I TREE i 1 7 1�� •. �♦ A r a \•j\•Lv r♦,yiv ay\ri� 'viva. b - REAR PARKING AND TRAVELWAY AREA - 7,134 sq ft. MOUS AREA, i PROTECTION II J 5% INTERIOR LANDSCAPE REQUIRED AREA, 366.7 s4 ft. .734FACRES RATIO TO LOT, 80% I PE RVIOlJS FJC31 TYP. m LOT D' wMcLO2 4�J \ LA,1. II WTRANS BENCH MARK IS SURVEY CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 RKIN LP) pill REA (6- MA �- w4702 1+14 HLP+S66'3 i xUP LP . / n!{r x•17,, STUCCO \! t LANDSCAPE REQUIREMENTS IMPERVIOUS AREAS MAILBOXES I I '6 i 1 7 1�� •. �♦ A r a \•j\•Lv r♦,yiv ay\ri� 'viva. b - REAR PARKING AND TRAVELWAY AREA - 7,134 sq ft. MOUS AREA, \ LIGHTOUTY ; J 5% INTERIOR LANDSCAPE REQUIRED AREA, 366.7 s4 ft. .734FACRES RATIO TO LOT, 80% I PE RVIOlJS FJC31 m AREA PROVIDED, LAI • 248.95 04 ft. f;Je A PORTION wMcLO2 4�J \ -; . 0.9133 TAL6503tt% t�..AMiwa' BUILDING _ �1 FRONT PARKING -AND TRAVELWAY AREA • 4,640 M• ft. � COW, EEPO LA4- � (V g>S MT6210R Lgt.D$OgpE REQLNRED AREA, 232 sq ft. TMP 45.10484 ) II II ; 1/� t.:: BUROERSUSTERS. INC. 'I 41 LY AREA PROVIDED' LA3 • 235 sq ft. LAA • 233 84 It. D.B. 1120 P. 14 LA LOT E IS 94 II 0 0 TOTA1. • 992 44 tt• / II SIDE PARKING AND TRAVELWAY AREA • 2031 s4 It. w p LL AREA PROVIDED, LA7 • 2,137 ea It. AREA DEFINED FORS; CANOPY AREA CALC. LAS_ BENCH MARK IS SURVEY CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 RKIN LP) pill REA (6- MA �- w4702 1+14 HLP+S66'3 i xUP LP . / n!{r x•17,, STUCCO \! t SpeeDee OFFICE 4380 sq ft. JAMES 6 VIRGINIA NAMRICK, LLC 450 -SECTION 3 - PARCEL B PARCEL ID! 04600.03.00.000080 COMMERCIAL BUSINESS OR RETAILING i •#M WALL LIGHT 1 L �/-% VEPO0 ESMT.E-71.1� / D.B. I= P. 307 7417 1 P` -'PNPB i 12' ACCESS E.ASEAtENT )R DlbI'STER„ -ASE NT 73.861 TREE 14 / 10' 53 C ' ' WATERL NE PROTECTION 5pP�5 �. EASEMENT TYP. 9 8 f 12" LO D.S. 1123 P. 134 PLAT y 12PA I I4" TR(E Q�a783 RIO,00 ' ACEELNH4747015 W) 77.68PAROELID06100-00.00.2300 REE IO" )y UP 471.73 .51 PqTRANS -L _J R 1 10' PAR 478.08 ' 24" PINE VARDRAL 477.30 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIREIRESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION 6" BP6" BP o 470.47 470. 13 7 DATE MAY 20. 2005 "': 6af,)NOOD " k 702'16 ®6 REE �� VICINITY MAP .1 477.4 LP / W i GENERAL NOTES SE � L LOT AMA, 0.9133 ACRES 2 CURRENT ZONING, C-1, AIRPORT PROTECTION OVERLAY DISTRICT. 0 w \/ EC. ENTRANCE CORRIDOR OVERLAY 3, TAX MAP E PARCEL NUMBER, 04500-03-00-00050 4 TREE \ 4, THIS SITE IS CONTRIBUTING TO THE RIO WILL BASIN WATER QUALITY i a7t.s5 / RETROFIT INORDER TO MEET WATER QUALITY REQUIREMENTS. = m PROJECT ADDRESS, 1010 GARDENS BLVD. ` CHARLOTTESVILLE. V12GNIA 22902 \\\ Q TOPOGRAPHIC INFORMATION FROM A SURVEY BY, / THOMAS B. LINCOLN LAND SURVEYOR INC. 671 8EWQAAS CIRCLE 7. TEMPORARY EBEN04 MARK (TSM) IS SURVEY CONT120L POINT GP5-1, NAL WITH FLASHER S- RAN SHEETS) • a BUIUDINGG AREA; BUILDING, 6,75040t SO. FT. 9. FLOOR AREA RATIO TO LOT - 16.971 10. CONTACT ADDRESS, TOM FITZGERALD CMARL ^ C ♦ � 1 _ /• r • • r\O A v • • PAXt 434-293-7550 11 4 v a =- 0145- 67 PROVIDED M �:I• BUILDING B 164S4 SF 68 PROVIDED ' `� 5 , .4_4 44 0 W- ,� w • TACO BELL (ED 2;590 SF 73 PROVIDED 1 TOTAL 0=40 _ S • SPACES •.•• • •_• •:.I& PROPERTY NOT WIT14N 100 YR. FLOOD ZOW- � Alf -M IZ ALL DIMIENSICINS ARE WEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED. W n)\ n �! .► �� U M, PROPERTY OWNER, JAMES AND VIRGINIA HAMRICK, U -C I& MAGISTERIAL !T •PT'i M1 � ' �1 ` DISTRICT,• e 17. MAXIMUM WJGHT OF MUCTURE, 24 FEET ADJACENT RCIAL BUSINESS OR RETAILING Jill k JI _ e v +12 qtr►il'Rl22. _ CTOR TO •iJ.7M ELEVATION or ExisTIfiG : m• -RIO • - VERIFY •mE INSTAU-ATK)rNL CONTRACTOR TO VERIFY SEWIR SERVICE VERTICAL CLEARANCE FROM ALL OTHER • UTILITIES . STORM DRAINAGE.4 LEGEND .. -PROPERTY 1. - • • EXISTING , EXISTING EOP ,. STORMEXISTING DRAIN n r . w .• • ELFCTQICAL . EYJSTING UNDERGROUND TELEPHONE-SS-SS- EXISTING -w-w- EXISTING WATERLINE _ yGOLD MOP 4- •- a o.e EWERLINE JAPANESE ZELKOVA PROPOSED CUREI EMERALD GREEN ARBORVITAE CORAL ElEAUTY"OONTONEASTER-j-V2- - 47 CAL CANOPY AREA LINE • PERIWINKLE GROUND • _ �.� SHRUBGULF STREAM QVW mountain Siverpoll _• Maple • ��� : u u . • - �jr, C • oa _ e •- -i • • iGreen Lustre Japanese Hofly s i 1 7 1�� •. �♦ A r a \•j\•Lv r♦,yiv ay\ri� 'viva. b . • . f • 12 ,Y✓ - fes►„ f;Je A PORTION . 0.9133 t�..AMiwa' BUILDING _ COW, EEPO 1/� t.:: SpeeDee OFFICE 4380 sq ft. JAMES 6 VIRGINIA NAMRICK, LLC 450 -SECTION 3 - PARCEL B PARCEL ID! 04600.03.00.000080 COMMERCIAL BUSINESS OR RETAILING i •#M WALL LIGHT 1 L �/-% VEPO0 ESMT.E-71.1� / D.B. I= P. 307 7417 1 P` -'PNPB i 12' ACCESS E.ASEAtENT )R DlbI'STER„ -ASE NT 73.861 TREE 14 / 10' 53 C ' ' WATERL NE PROTECTION 5pP�5 �. EASEMENT TYP. 9 8 f 12" LO D.S. 1123 P. 134 PLAT y 12PA I I4" TR(E Q�a783 RIO,00 ' ACEELNH4747015 W) 77.68PAROELID06100-00.00.2300 REE IO" )y UP 471.73 .51 PqTRANS -L _J R 1 10' PAR 478.08 ' 24" PINE VARDRAL 477.30 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIREIRESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION 6" BP6" BP o 470.47 470. 13 7 DATE MAY 20. 2005 "': 6af,)NOOD " k 702'16 ®6 REE �� VICINITY MAP .1 477.4 LP / W i GENERAL NOTES SE � L LOT AMA, 0.9133 ACRES 2 CURRENT ZONING, C-1, AIRPORT PROTECTION OVERLAY DISTRICT. 0 w \/ EC. ENTRANCE CORRIDOR OVERLAY 3, TAX MAP E PARCEL NUMBER, 04500-03-00-00050 4 TREE \ 4, THIS SITE IS CONTRIBUTING TO THE RIO WILL BASIN WATER QUALITY i a7t.s5 / RETROFIT INORDER TO MEET WATER QUALITY REQUIREMENTS. = m PROJECT ADDRESS, 1010 GARDENS BLVD. ` CHARLOTTESVILLE. V12GNIA 22902 \\\ Q TOPOGRAPHIC INFORMATION FROM A SURVEY BY, / THOMAS B. LINCOLN LAND SURVEYOR INC. 671 8EWQAAS CIRCLE 7. TEMPORARY EBEN04 MARK (TSM) IS SURVEY CONT120L POINT GP5-1, NAL WITH FLASHER S- RAN SHEETS) • a BUIUDINGG AREA; BUILDING, 6,75040t SO. FT. 9. FLOOR AREA RATIO TO LOT - 16.971 10. CONTACT ADDRESS, TOM FITZGERALD CMARL ^ C ♦ � 1 _ /• r • • r\O A v • • PAXt 434-293-7550 11 4 v a =- 0145- 67 PROVIDED M �:I• BUILDING B 164S4 SF 68 PROVIDED ' `� 5 , .4_4 44 0 W- ,� w • TACO BELL (ED 2;590 SF 73 PROVIDED 1 TOTAL 0=40 _ S • SPACES •.•• • •_• •:.I& PROPERTY NOT WIT14N 100 YR. FLOOD ZOW- � Alf -M IZ ALL DIMIENSICINS ARE WEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED. W n)\ n �! .► �� U M, PROPERTY OWNER, JAMES AND VIRGINIA HAMRICK, U -C I& MAGISTERIAL !T •PT'i M1 � ' �1 ` DISTRICT,• e 17. MAXIMUM WJGHT OF MUCTURE, 24 FEET ADJACENT RCIAL BUSINESS OR RETAILING Jill k JI _ e v +12 qtr►il'Rl22. _ CTOR TO •iJ.7M ELEVATION or ExisTIfiG : m• -RIO • - VERIFY •mE INSTAU-ATK)rNL CONTRACTOR TO VERIFY SEWIR SERVICE VERTICAL CLEARANCE FROM ALL OTHER • UTILITIES . STORM DRAINAGE.4 LEGEND .. -PROPERTY 1. - • • EXISTING , EXISTING EOP ,. STORMEXISTING DRAIN n r . w .• • ELFCTQICAL . EYJSTING UNDERGROUND TELEPHONE-SS-SS- EXISTING -w-w- EXISTING WATERLINE _ yGOLD MOP 4- •- a o.e EWERLINE JAPANESE ZELKOVA PROPOSED CUREI EMERALD GREEN ARBORVITAE CORAL ElEAUTY"OONTONEASTER-j-V2- - 47 CAL CANOPY AREA LINE • PERIWINKLE GROUND • _ �.� SHRUBGULF STREAM QVW mountain Siverpoll _• Maple • ��� : u u . • - �jr, C • oa _ e •- -i • • iGreen Lustre Japanese Hofly s L PLANNER (Current Development) _Of�- 211166 ENGINEER (Current Development) -ir oak k. ., r - t- 6 SERVICE AUTHORITY G VA w 2 9 06 ARCHITECTURAL REVIEW j2Cn �7 FIREIRESCUE DIVISION 'pWXti e!-e?-eo BUILDING OFFICIAL VIRGINIA DEPARTMEN O TRANSPORTATION AA A PORTION OF LOT C N� h a` q7 SITE yeF $9V� erya MAY 20, 2005 1 5 JOEL E. WOOD GENERAL CONSTRUCTION NOTES FOR SITE PLANS 5 A PORTION DF / a U PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CON ECTION TO 5' I ESMT. TMP 45G-318 II // // a70.a7 ANY EXISTING ROAD. A PERMIT SHALL BE OE1TArED FROM THE VIRGINIA DEPARTMENIT OF TRANSPORTATION (VDOT), _\ D'BP a P. 579 70 a J THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY �/ � \ A PORT1CN I 1 / / ® �� o DISCREPANCIES OCCLR THE- REOUIREMENTS OF THE: PERMIT SHALL GOVERN, �/i OF LOT O 1 I // (I / °o SEAL 2 ALL PAVING, D12ANAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL COPFORM TO CURRENT / / 4' TREE CD SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ,� II SUBMITTED) LAND11 1\ 47146\ / / VlCINITYMAP€ 3, EROSION AND SILTATION CONTROL MEASURES SHALL EE PROVIDED N ACCORDANCE WITH THE APPROVED I .7667 PAC. \ \ EROSION CONTROL PLAN AND SHIALL BE INSTALLED PRIOR TO ANY CONSTRUCTORLP CLEARING, GRADING OR OTHER CONSTRUCTYOM ,upI f \ N � I \ \ / 0) � � �y ? S y n 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCT -M, THE MAXIMUM ALLOWABLE I \ P \ / \\ / / GENERAL NOTES C ❑ iL e 2 n b SLOPE OF 211 (HORIZONTAL -VERTICAL). WHERE REASONABLY OBTANABLE, LESSER SLOPES OF 3-1 CR BETTER BUILDING "A" 1 a \ \/ w .E v 4 ARE TO BE ACHIEVED. I y t Y\\ \ \ I. LOT AREA, 0.9133 ACRES 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ^ \p / \\ / 1 „ I ¢ \I "'111 � \�( \\\ p / 2 CURRENT ZONING, C-4 AIRPORT PROTECTION OVERLAY DISTRICT � ALIBEPMA12LE COUNTY DIRECTOR OF ENGINEERING, OR THE DIREC70R'5 DESIGNEE, IT LS DEE3v1ED I EC. ENTRANCE CORRIDOR OVERLAY NECESSARY IN ORDER 70 STABILIZE A DRAINAGE CHANNEL. ^�I / \ x EXIST. GROUNID COVER d \� I \ \ 90v 3, TAX MAP E PARCEL NUMBER, 04500-03-00-000BO 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR -:9 n� EXIST. 3 O 011 \� I \\ a7165EE� \ \ / 4. THIS SITE US CONTRIBUTNG TO THE RIO HILL BASIN WATER QUALITY ^ o UNI TRAFFIC CONTROL DEVICES 3 a 'BUSHES / \ Q /�\ RETROFIT N ORDER TO MEET WATER QUALITY REQUIREMENTS, - TMP d6-10483 I( ti EXIIST. TREES I 2 m d 7, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED PATRIOT BANK, N A @ i I \� \ / CONCRETE PIPE -CLAS$ III. D,B. 2394 P, 133 PLAT s \ II I \ \ srn 5. PROJECT ADDRESS 1010 GARDENS BLVD. e c D.B. 2394 P. 129 \ CHIARLOTTESVkAJ=, VIRGINIA 22902 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY D.B. 1676 P. 422 1 \ i II \ \ / TOPOGRAPHIC rFORM1ATRJN FROM A SURVEY BY, WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CF92 PART 1926). D.B. 1129 P. 676 I s \ - M \ 1 ASPHALT \ THBEIRKMAIR OMAS B. LINCOLN LAND SURVEYOR INC. SDMH I \ 1 /. , I'G TR �TIEO(IJ � \ 6I-CHARI-VIL�VRGNIA 22901 (434)-974-1417 INV OUT TOP I \ I I ,G=. I / D. "E _ LOT D 460.52 a70.72 1 I 4 BIF \ N�Zd- 7. TE3VIPORARY BENCH MARK (TENT) IS SURVEY CONTROL POINT GPS -I, \ 3 G �=_ G117;.75'UG UG�CO \ y i. '/ p" T EES . P �c10 �\Q�O OG^ NAIL WITH FLASHER, ELEVATION 47292 {t \ NE (SEE PLAN SI-EETS) / EXIST PAVEMENT ,"`� e o.�L ' 1 pv \ 6.75p.00r SO. FT. / VI{\ T BE REMO BUILDING- 7 / -JNV 0�1T FED\1 WU_:E LP`OQ\jc++qP�9`SIN 6 9. F oL ORI AREA RrATIO TO LOT •16.978 TOPE o-a7xPZCA NOT �� Gl s r• SDMH SDMM. / SILT SAQK / Q a 71.30 ;+ 19 U TOP TOP 9 10. CONTACT ADDRESS- TOM FITZGERALD \ GRADED EXIST CL7RB 47110 47096 D \ DEVELOPER 1908 EMMET STREET �) \ A PORTION OF TO BE REM1pVED0 6 �y P TRA, \ TMP 45C -33-B C7 �`�e \� -. ut 4'j CHARLOTTESVIlE, VA 22901 z v ,a e `,•�V OFFICE- 434-293-5823 SII ) ° A PORTION s U wv our ^� oc \ '• " FAX, 434-293-7550 gy GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLANS \ - _ ` OF LOT C s QUI 7 gA`Tao /Q'a �� ayTREE P 5 \ / 1\ AIL OXE\S \ \ 0.9133 A(C. 4 1-fk t I. PARKING,- 5 ARKING, O( ES -I, Lr1E$S OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL Ei20SION AND SEDIMBY7 / 7 � \ I I I \ C PROP. TEMPORAR �( p \� I-OFFICL4L DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTB7 a > \ a� BUILDING "B' INV IN CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM c1 \ Ca) CONSTRUCTION \ p ^ 3 w \ ENTRANCE/EXIT 465.4 47 -.34 €x'S'" asrw��r \ BUI-DING A tPIBt D 12114 SF 67 PROVIDED Q T� STANDARDS AND SPECIFICATIONS OF THE VN2GINIA EIROSIIXN AND SEDIIJENT CONTROL / ¢ I (I s I $T. eD AsPh �r BUILDING B 16,634 SF 68 PROVIDED J PIANOS= AND VIRGINIA REGULATIONS VR 62 02-00 EROSIOfJ AND SEDT T CONTROL 1 � I I Q � 1 6 ,J CAtCH BASIN � Rev Oui BUILDING CI tHAMRIGO 11,860 $F 12 PROVIDED n� � rn II I 4557,9-. BUILDING C2 (SPEEDEE) 6.750 SF 34 PROVIDED �l z M REGULATIONS. / \ rn I a C4J LT CK (TYPE _ PATRIOT BANK (D) 3,350 Sr 21 PROVIDED Crn ES -2, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE y w c7 1 c / ®\ PKNP TACO EiEiA. (D 2,590 SF 73 PROVIDED 1' PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO Tl -E COMvENICEMIH•IT OF LAND I 1 3 O I EXIST. s� Z DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL IN5PECTNXN. \� § WM(lC-u-- w I EWER SER\ TREE TOTAL 53,518 SF 275 SPACES PROVIDED W �° t7 ES -3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED \ z 1 II w I I 'G \ \ -�' ,\47 7 $HIOPPPIG CENTER PARKING 4.75 SPACES PER 000SF •254 TOTAL REQUIRED Q IV O PRIOR TO OR AS THE FIRST STEP IN CLEARING. III I O O D JJJ AREA NOT �� H 3 I \ H SED TREE .GRADED / TL ALL DN1ENs10N5 ARE MEASURED TO BACK ( CURB d a @k LN ti II - I CaJ OTECTION (TYPa / 4 a E$-41 A COPY OF TI -E APPROVED EROSION AND SEDIMIENT CONTROL PLAN TMP 45.10484 TO \ �LP lNFSS QTHE(N'. NOTED. `� W SHALL BE MAINTAINED ON THE SITE AT ALL TINES. BURGERBUSTERS, INC. 470. \ k D.B. 1120 P. 14 INV OUT I�0 r q7 __-_ ,G, 4727 'a.., / / yg� ES -51 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES N AREAS OTHER iiiiii _ _ e\h�J / -� - 13• PROPERTY NOT WITHIN LOO YR. ROOD ZONE. THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, LOT E 458.76 I , oil/ \ ' SILT FENCE Cal 2 ❑TEL V / �GQ M" QTY OWNER, .LAMES AND VIRGINIA HAMIRICK, LLC U� O OFF-SITE BORROW OR WASTE AREAS, THE CONTRACTOR SHALL SUBMIT c Ea MAGISTERIAL DISTRICT RIO C tl A D APPI 0VAL By EROSION CONTROL PLAN TO THE OWNER FOR REVIEW / (TYP•) JAMES 6 VIRGINIA FIPUMRCEL LLC \P CO ~ �q i (6, MAXIMUM EMPLOYEES, 14 O CW ON/ AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 45C•SECTION 3 - FPASCEL B / / 155-6, THE CONTRACTOR S RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL a lI/` H PARCEL IDI 04500-03.00-000080 \ � S / SZ / p U rn1 COMMERCIAL BUSINESS OR RETAILING s / D, MAXIMUM HEIGHT OF STRUCTURE, 24 FEET m ''/^� EAS DETERMINED BY ROSION CONTROL THEMEAFRES NECESSARY UT PREVENT EROSION AND SEflIME3NTATNJN 1 \ ;3 �I \ 9S / / /' 16, ADJACENT PARCEL USE, COMMERCIAL BUSINESS OR RETAILING t V III ` Q vJ ES -7, ALL TIMDISTURBED DURING LALAND DSTLIRBING ACTIVITIESTO DRAIN AND AAN�D DURING SITE DEVELOPMENT UNTIL VED SEDIMENT CONTROL. MEASURESFINAL /I� � I-�'N� I I I II � /I .$- to / / / < � � 19. NUMBER OF SERVICE STALLS- 9 SERVICE STALLS STABILIZATION IS A04EVED. 3 Ab' S 33 1 I i Jtp / s 1 S \ 20.IN MECHANICAL EQUIPMENT C WILL RI PLACED ON THE ROOF OR 15' V1120 ESMT. 1 O !1 N VIEW FROM THE ENTRANC',E CORRIDOR, ES -81 DURING DEWATERING OPERATIONS, WATER WILL BE PUA43ED INTO AN APPROVED FILTERING DEVICE � 1 D.B. 1120 P. 307 � � /`PN e,S `a7 \ - _ - p4a. H / / / / / a'• TRE�� A NO CAR STACKING WILL 13LOCK TO PARKING SPACES ES -9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER o•' ACSA SANITARY GRATE EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN 47p - SEIWER EASEMENT � � c�S 47%1 ❑ O TI -E EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. I \ / a a 2.6� / yyV 22 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING \ SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION CONTRACTOR TO y/r IN IN I I \\ \ y/ '/ / ' • > / "rP�^2a / 45 "� / \ UTLI VERIFY SEWER TSSE VIICF VERTICAL CLEARANCE FROM ALL OTHER II A PHAL TLP 458_64 @ 33 \' \ i / PGP / 1 / �ry S/ / �i� i'-��'O 4 Z O P� P RKINr - - _ _, �,. a� STUI / X / / \ 2S. Buuouw Nbu wsD L44Mi5- 175u W,%LL P•w( Futt Cu7OPF z \_ O / p 16" MAPA /� AREA /// WALLCO SDMH I r- i\ 471 / ✓ I / / / /SS / / /// /moi �i� 479.�A/+/\i\ 0,VAL 4^1,10E1 v6vtr. Resur~ �l / 472.12 fl / TOP I I I / / / �/ // /��a + t4. 514.. Lawtwt,- b«seUtRr RLoe. wall). LUwiWAtae I- -I z W fi LP I+/ f LEGEND to�� Iss..,:f..E SWOE Atlo/62 W / EXIST. SAN. / / i C'� 70o r+1etC, of SS w MH etc. SEE AEcN, S !O J O / / INV O T �B SEWER SERVICE)-/ / / / / + i 1� z I IF S85.3T23"E a57aa m I w / 215.8116' J : 6� 70.4 �EN LS TP N� ry Sy / / i / ,/ / / / /+// PROPERTY LINE I-- z U iv a� al ,/� p OE OF 9' �' b 0 ^6 // ' / 20' ACSA SANITARY EXISTING CONTOUR ~ O O Z ?q, / aar. )- 25' STORM ¢ >/ / ii 'pC + SEWER EASEMENT W / INN M SDMH 1 i i 78.38 D.B. 1157 P. 386 - - - - - - - - - - - EXISTING CURB GRACEDT /' DRSEa( NT //\\7386//moi +�----_-_---_ _ ,^ O / TOP V DII / 277.17' 'LO CO N a z q INV IN Nv T ST CURB MH / s y�. 5`0 �o \�3/y / �/ �" EXISTING EOP z O O 1 qs 24" RC=� \ \ �FGP / 457�.i 447.4 20' ACS TO BE REMOVE OF J O" `CU a �y 4 2.$$.� %/��// / '�3� / ( INV OUT 457.85 INV OUT PIPE `9 36, WATERLINE 10" VCP 47.6 J y / �/1 L / _ 1 EXISTING STORM DRAINAGE \ GR E N 7 VISIBLE I - // j O - D�PyE 7M23 ENT P 134 9L INV Issas' �\OG a / �� //.aI PAR` OHE OHE - EXISTING UNDERGROUND ELECTRICAL X C) LU \roP I �\ I \ \p� { -E9 tNEas�u la TR e ® fl I rn I `� Tom/' sa9 o s (�}� L C 7s.e3 -ucr uGT EXISTING LIJDEi2GROlND TSE PHOt E U 3 4J 1'25 \ y RIO SSOC ATES iiAR P-- „ W 4 TRE 471. % F?5 476. NOTE: W \ SDMH \ PARCEL IDL 06100.0 0-0 0-123 00 ®m FH I 471.07 � - 4"'TREE ^^Va.ii10" I /�� I I 4 70.15 i- �* 4Nf5�. -j"S / 7 51 EXISTING TREE AREAS NOT DISTURBED. G G EXISTING GASLINE MORE7Z ENGINEERING 1 / \IM 7Oi 83 I PAY P ON@ I I I i I_ ' LCL PRAMS U� 'b 7?T$ `' i i �V l u - W - Ws�cv�,z,rF ciw�1lvr,_ i �-- _ _� _ r ,TEL EXISTING WATERLINE SIDEcr to �IWAA.%. 1107 10" PAR L<ws. n+5 oacvarc Mn, rvor cc -� - - - - -` - - - rn SS -SS EXISTING SEWERLINE N ANYClAY amts T �� tt �-p•�`"='�+0� _ 478.09 � I; w nrvr wnr wlr,crn 1� walrrEry G �= Il - _ - - - _ cEm xula+ cr ngr.Er_ ENGN M.r. PED UP `�� CC ----------- _ _-_: ---------- -t44- GU i' GUARDRAIL, v _ X TO BE REMOVED 47 0 - - - - ( ❑ ❑ PROPOSED SILT FENCE m m Q BENCH MARK IS SURVEY ^O� - "'-- -- I X -X PROPOSED TREE PROTECTION Q Q m CONTROL POINT GPS -1, / (l S O NAIL WITH FLASHER. / 1jL�� ELEVATION 472.92 475--- -, W p DENUDED LIMITS i LL 0) . F120.ECT NLA/SER _ I SCALE' -20� 36-04 / SWEET NLAABER 15' GAS LINE ESMT. O 10 20 40 C1.1 OF 8 D.B. 1147 P. 579 I i PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION BENCH MARK IS SURVEY CONTROL POINT GPS -I, NAIL WITH FLASHER. ELEVATION 472.92 TMP 45-10483 I 1111 Il 11 r PATRIOT BANK, N A \ \\ `I D.B. 2394 P. 133 PLAT -� D.B. 2394 P. 129 EXISTING CONTOUR D.B. 1676 P. 422 Jj D.B. 1129 P. 676 A! LOT D EXISTING EOP U) U) w 1 —OHE EXISTING I INDERGROUJD ELECTRICAL OHE Q UGT — EXISTING LNDERGROUND TELEPHONE —UGT = Q II Z \ MAILBOXES \ oan PROPERTY LINE \\ `I ZZ I A PORTION OF TMP 450-3-B A PORTION OF L07 C SUBMITTED) LAND .7667 AC. BUILDING "A" A PORTION OF LOT C R' ACCESS II FOR DUNIPSTER11 35A6• 0 h o SITE c q/be h�F S9vo o��/e VICINITY MAP GENERAL NOTES L LOT AREA- 0.9133 ACRES 2. CURRENT ZONING- C -I, AIRPORT PROTECTION OVERLAY DISTRICT \/ EC, ENTRANCE CORRIDOR OVERLAY 3. TAX MAP E PARCEL NUMBER- 04500-03-00-00080 /\ 4, THS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS. 5, PROJECT ADDRESS- 1010 GARDENS BLVD, / CHARLOTTESVILLE, VIRGINIA 22902 /6, TOPOGRAPHIC INFORMATION FROM A SURVEY BY, THOMAS B. LINCOLN LAND SLRVEYOR INC. 671 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 IIF / 7, TEMPORARY BEEN MARK (TBM) IS SURVEY CONTROL POINT GPS -1, =J (NAIL $g PLAN SHEETS) ELEVATION 472.92 II 8. BUI"DING AREA, BUILDING, 6,750.003 SQ. FT. _ 00 cSn 9, FLOOR AREA RATIO TO LOT - 16,978 d a \\ 10. CONTACT ADDRESS- TOM FITZGERALD 17s' A PORTION OF \\ °4'• DEVELOPER 1906 EN.WIET STREET OPOSED TMP 45C -3-B 2Dy ct to 's R CHARLOTTESVILLE VA 22901 -V SIGNS 434-293-5823 A PORTION 10' '�•-°u�° AX.0434-293-7560 OF LOT C �� \�/ F r3:01KG PARKING, I ` ,L 0.9133 AC. s �. �p \\\/ 'OFFICIAL TION OF21ASF X67 PROVIDED ITER' BUILDING "B• 14,61. 30s' t. COMMERCIIALY'y\. E RIVEWAY LT\\ 16.834 SF 68 PROVIDED 2370 sq. ti. 1 (HAMRICK) IL880 SF 12 PROVIDED PROMIDED 7s' a,7 $. \\ �—� PATRIOT K 0) 3,350 SF SPEEDEE) 6,750 SF 214PROVIDED PROPO r �\ \ PKNF (E) 2,590 SF 73 PROVIDED IN1T'D C ALK C3J \ PROPOSED \\ 1 53518 SF 275 SPACES PROVIDED II O ,a / TH2 PARKING • 4.75 SPACES PER IOOOSF •254 TOTAL REQLf2ED 4 'Q. / ' /i IL ALL DIMENSIONS ARE MEASURED TO BACK OF CURB TMP 45-10484 w p 4 J`'peeDee c o / / UNI -ESS orNERWLSE NOTED. BURGERBUSTERS. INC. e - i± D.B. 1120 P. 14 I �I iv ° OFFICE a \�nJ� b / 13, PROPERTY NOT WITHIN ICO YR. FLOOD ZONE. 4380 sq. ft. LOT E a e a V) r1 �p,P , W. PROPERTY OWNJAK, LL OWNER -JAMES AND VIRGINIA HAMRICC f z ! a MAGISTERIAL DISTRICT- RIO JAMES 6 VIRGINIA HAMRICK, LLC J 46C -SECTION 3 - PARCEL B � �• � � i 16, MAXIMUM EMPLOYEES- 14 II II S 65.3726• E PARCEL IDA 045CO-03.00.00DOBO S 65'37'26• E Np,9 / / II COMMERCIAL BUSINESS OR RETAILING T/ / . MAXIMUM HEIGHT OF STRUCTURE, 24 FEET 417' 27.88' ,b• '� / 18. ADJACENT PARCEL USE, COMMERCIAL BUSINESS OR RETAILING ' 19• NLA -0E62 OF SERVICE STALLS 9 SERVICE STALLS OS �\ 20.N0 MECHANICAL E7FY WILL BE PLACED ON THE ROOF OR 3 t5' VEPCO ESMT. \ \ IN FROM THEE CORRIDOR, D.B. 1120 P. 307 / / / \ / / \ 2L NO CAR STACKINGCK NGRESS/EGRESS TO PARKING SPACES N 47'11'6' E /!G 22 CONTRACTOR TO CATION AND ELEVATICNJ c Fx11;Tmr_ 48,28' j0 0,11Nb // i A "HALT \ I M' P R AREA STUCCO c/ Ot y >. s o 7�_� Wiz/ SPNN`t 1a 1 c2 PRC D / evG \ /E/f y N \ SEWER SEASEMENT SANITARY ' / ���DA 1NAGE ' / D.B. 1157 P. 385 NT 66 0934 112{ P. 134/ 20 WATERLINE 'y\/ \ WATERLINE \ / EASEMENT D.B. 1123 P. 134 PLAT RIO ASSOCATES'LIMITED PARTNERSHIP PARCEL IDI 06100-00-00.12300 II LI I_LL1 LEGEND DATE MAY 20, 2005 SEAL t� 0 , i �\0 oan PROPERTY LINE Di ZZ n� - EXISTING CONTOUR Q Jj EXISTING CURB A! LU EXISTING EOP U) U) EXISTING STORM DRAINAGE —OHE EXISTING I INDERGROUJD ELECTRICAL OHE Q UGT — EXISTING LNDERGROUND TELEPHONE —UGT = Q EXISTING GASLINE G c Y ❑] EXISTING WATERLINE w w a ss EXISTING SEWERLINE ss W 0 PROPOSED CLRB CQ G DATE MAY 20, 2005 SEAL t� 0 , i �\0 LU oan s e wve *- Di ZZ n� D Y Q Jj Q A! LU U) U) 0O Q U 0- �LU = Q Q a H Y ❑] 0 _j a V W 0 y CQ G o W lL M IM t II. Q LU oan s e wve *- ~ ZZ ~ Y Q Jj Q A! LU U) U) MORETZ ENGINEERING oan s e wve *- or U•n o a. SPODUCn .R_ J oz �Eo A! T ❑ N = Q Q a H Y ❑] Q a a V W 0 y W J S lL M 36-04 01.2 OF 8 V I t CONSERVATION NOTES I, ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE PLANT SCHEDULE KEY OTY. BOTANICAL NAME COMMON NAME PLANTING SIZE CCND. SPACING MATLRE SIZE • D yw CANOPY AREA SF TOES AR 6 Acer Tui 'Red Sunset' Red Sumer Rea NI • 3-1/7 Caliper 10HaOt B E B 40' O.C. MIN 34' HT. 1 510 sq It. •• HM 3 Wlaeb mmmcpla Manidn SMerbell 3-1/2' Caliper . 10' Heyut B E B 20' O.C. MIN 29' HT. / 288 sq 1t. •• IN 7 Ilex x 'Nellie R. Stevens' NBIIIe Stevero 4011y 3-1/2' OAIIPer • 4'-5' HeNpN B E 8 51 O.C. r2' HT. / 44 sq it. •• SHRUBS ICG 54 Ilex areMta 'Green Lute' Green LUWVG Jmaleee HbI 7 COliper • 24' MIN. HEIGI-IT B E B 3'-0- O.C. MIN 5' HT. / 16 sq ft. COVER IMPERVIOUS AREA- 74KJ0�5O FT LIGHT 3 AREA • 26,422 sq. ft. 6. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, L LJ LAWNI ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS Cenfipepe SOtl 5% INTERIOR LANDSCAPE REQUIRED AREA, 356,7 sq, ft. NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND 500 ALL 015TIRBED AREAS AR ALT INSPECTED AND APPROVED BY THECOUNTY ENGINEERING DEPARTMENT, 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF PARKING LANDSCAPE REQUIREMENTS CONSTRUCTION MATERIALS AND SOIL 514ALL NOT BE PERMITTED WITHIN Cad HANDICAP SUBMITTED LAND THE OUTSIDE DRIP -LIME OF TREES TO BE PRESERVED AND PROTECTED. I TREE PER 10 SPACES BUILDING "A" REAR - 16 SPACES - 4 TREES 3. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE FRONT - 9 SPACES - 2 TREES BUSHES BUSHES DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. SIDE - II SPACES - 3 TREES 4, TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE PROVIDED REAR AREA 4 TREES (AR/HIM) w Q W OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. PROVIDED FRONT AREA 3 TREES (AR/EXIST.) \ o"L +� PROVIDED SIDE AREA 3 TREES OJIvA 5, NO LAND DISTURBNG ACTIVITY SHALL BEGAN UNTIL THE TREE IMPERVIOUS AREAS MAILBOXES PROANTECTIVE HAS BEEN Y TALLED BY HCONTRACTOR CANOPY CALCULATIONS INSP TED AND D APPROV D BNG DCNTHE COW YENGINIEERIN \ \ DEPARTMENT. REAR PARKING AND TRAVELWAY AREA - 7,134 sq, it. IMPERVIOUS AREA- 74KJ0�5O FT LIGHT 3 AREA • 26,422 sq. ft. 6. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, L LJ PAVEMENT ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS CANOPY AREA REQUIRED, 5% INTERIOR LANDSCAPE REQUIRED AREA, 356,7 sq, ft. NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND 26A22 x 0.10 (108) - 2,642.2 s4 ft. THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF RATIO TO LOT, 808 IMPERVIOUS TREES SHALL MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. CANOPY AREA PROVIDED (10 yr. MATURITY), m TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY AR (Red Maple) 510 sq. ft. x 6 • 3,060 114 ft. ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER HM (Mountain Sllverbell) 288 s4 ft, x 3 - 1164 sq. It. LA2 • 216.08 sq, ft. TOTAL - 465.03 aq. ft. ROOTS OF TREES TO BE PRESERVED AND PROTECTED. IN Nellle Stevens) 44 sq. ft, x 7 - 308 W7 1 Z TOTAL • 4232 s4 it. 7. ANY DAMAGE TO THIS CROWN, TRUNK, OR ROOT SYSTEM OF ANY EXISTING GASLINE TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED EXIST, VEGETATION TO REMAIN w w IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN T14E 3 FRONT PARKING AND TRAVELWAY AREA - 4,640 sq, ft. EROSION E SEDIMENT CONTROL HANDBOOK CARE FOR SERIOUS ss ss INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FCQESTE12 INTERIORLANDSCAPE REQUIRED AREA, 232 sq. ft. TMP 45-10484 OR TREE SPECIALIST. JI 8. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TMP a5-toa83 II II TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY II@ 9 LA4 • 233 sq. ft. PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT ZONE PATRIOT BANK, N A i ��4 � 11 N2 01 ori „Io D° Ll„ � 1WQ � R P AN 1,A^11.1 BACK AN FORTH IN D.B. 2394 P. 133 PLAT --� THE B SHALL EE D IVBN 2 DEE D D D.B. 2394 P. 129 1 ' EACH HOLE UNTIL THE SOIL IS LOOSENED. D.B. 1676 P. 422 D.B. 1129 P. 676 3 TREE 9. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY PROTECTION EROSION CONTROL MEASURE REMOVED OL12ING THE FINAL CLEAN -LP, TYP. LOT D 10, NO TREE WELLS AND/OR TREE WALLS ARE RCUIRED. EXISTING TREE _ ®. AREAS NOT DISTURBED. A PORTION OF TMP 45C -3-B ' " a A PORTION OF LOT C Cad HANDICAP SUBMITTED LAND / .7667 AC. BUILDING "A" a EXIST. GROUND COVER EXIST.:- XIST. BUSHES BUSHES / o r EXIST. TREES THE B SHALL EE D IVBN 2 DEE D D D.B. 2394 P. 129 1 ' EACH HOLE UNTIL THE SOIL IS LOOSENED. D.B. 1676 P. 422 D.B. 1129 P. 676 3 TREE 9. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY PROTECTION EROSION CONTROL MEASURE REMOVED OL12ING THE FINAL CLEAN -LP, TYP. LOT D 10, NO TREE WELLS AND/OR TREE WALLS ARE RCUIRED. EXISTING TREE _ ®. AREAS NOT DISTURBED. BENCH MARK IS SURVEY CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 QI �# ) II 6' MA 472,121 0 A�PH P RSTUCCO WALL O 33 AREAEA WALL 37'2 LP+ i3 L 1 III 'II A PORTION OF /I TMP 45C -3-B F\ A PORTION OF LOT C 0.9133 AC. BUILDING "B" COMMERCIAL 2370 Sq. it. SpeeDee 'DO NOT ELATE OFFICE 8 •$TOP• SIGN 4380 sq. ft. /. f -$TOP BAR JAMES d VIRGINIA HAMRICK, LLC 45C -SECTION 3 - PARCEL B PARCEL IDI 04500-03.00-000080 ♦� I COMMERCIAL BUSINESS OR RETAILING �LGI-17' DUTY WALL MOUNT PAVEMENT LIGHT E/C3J a, C 4 20' ACSA TREE H WATERLINE PROTECTION 041 x EASEMENT TYP. 3 0 D.B. 1123 P. 134 PLAT 1 RIO MSSOCIATES LIMITED PARTNERSHIPJ/�T- ® VV I4" TR(G y� PARCEL IDI 06100-00-00-12300 4 TRE TREE �A FH 471.071111 ® 4 " ^ N _ L 470-t5 I P T❑RAW5 L� J XOP 471.73.. / 24" PINE 477.30 NSPHN/ tr L 20wq Rio Nill Ct. s c, MYers rn 0 Drive 9� s •+ ENTRANCE CORRIDPR PLANTS o \J + ARB PLANT REQUIREMENTS SHALL BE A PORTION THE PREDOMINATE SPECPKiATION, o SITE OF LOT C .1, 5 �e S9U0 er/e MAY 20, 2005 F EL E. WOOD No. / 6. 4 0470 o 'TSw 470.47 II // ° SEAL 4" TREE 471.46 �� VIC/N/TYMAP II II LP / .m 2 tS f GENERAL NOTES 11 \ L LOT AREA- 0.9133 ACRES ay O g m _ aO / / 2. CURRENT ZONING- C-1, AIRPORT PROTECTION OVERLAY DISTRICT 3 \/ EC, ENTRANCE CORRIDOR OVERLAY 3. TAX MAP E PARCEL N UMEll 045CO-03-CO-COOB0 o III \ �47155EE/ / \/ 4. THIS SITE IS CONTRBUTNG TO THE RIO HILL BASIN WATER QUALITY /'�H p '< RETROFIT N ORDER TO MEET WATER QUALITY REQUIREMENTS. 5. PROJECT ADDRESS, 1010 GARDENS BLVD, o \ \ / CHARLOTTESVILLE, VIRGINIA 22902 CCESS 6, TOPOGRAPHIC INFORMATION FROM A SURVEY BY - II 1EAASEAAETNT \ THOMAS B. LINCOLN LAND SLRVEYOR INC. 671 BERKMAR CIRCLE \FOR DUtvPSTER I \ 6 • 0'03"E / CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 11 4 BIF 7. TEMPORARY BENCH MARK (TEM) IS SURVEY CONTROL PONT GPS -I, PROP. \\.. ...� \\ s1EE FLMAIL WITH (SEE PLAN SHEETS) RASHER. ELEVATION 47292 DUMP TER K © PAD FOR BLDG A C3J PROPOSED E\\ \ / 8. BUILDING AREA, BULDINIG- 6,750.005 SO. FT. AND BLDG B6 TO 44 WALL, TCH BLDG K LIGHT DUTY Cad \\ \\/ 9. FLOOR AREA RATIO TO LOT - 16.978 PAVEMENT o W/ GATE \\ \ K). CONTACT ADDRESS TOM EMMETRSTR \� o�• DEVELOPER 1908 EMMET STREET Q CHARLOTTESVLLE, VA 22901 7 OFFICE, 434-293-5823 f FAX- 434-293-7550 ICG F *D�KnEN�SGNS G- V WALL GRIT T AR AR \\(D 47176 EE AL DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER, oa U \ y/ ING A (PIER D M114 5F 67 PROVIDED > • " LA2 S EXISTASPHALT LT \ \ ING B 16,834 SF 68 PROVIDED [° - \ \ ING Cl (HAMRICK) IL880 SF 12 PROVIDED 2 \ BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED Q ICG PKNFIOT BANK (D) 3,350 SF 21 PROVIDED N \\ \ 2590 SF 73 PROVIDED Z L TACO BELL �) 533518 SF 2 5 SPA PROVIDED U @ AR •,a \\ 4' TREE LL) ry 47z.37 NG CENTER PARKING • 475 SPACES PER IOOOSF - 254 TOTAL REOL� Q !O\ O LIGHT DUTY) ICG / / / �/ ENISKXNS ARE MEASURED TO BACK OF CURB 4 0- �J 0fPAVEMENT WE/C3.1 +LP /S OTHERWISE NOTED. r^�1 TRE 2 7 , / M PROPERTY NOT WITHIN 100 YR. ROOD ZONE, n )4. PROPERTY OWNER. JAMESAND VIRGINIA HAMRICK LLC 1`(/l/(,J, 0C 3 + 15, MAGISTERIAL Q MAGISTERIAL DISTRICTS RIO C SEE NOTE 16. MAXIMUM EMPLOYEES- 14 CW / TREE H / \17. MAXIMUIM HEIGHT OF STRUCTURE, 24 FEET \ Q] HVI TYP. PROTECTION Cad / J b / / I8. ADJACENT PARCEL USE COMMERCIAL BUSINESS OR RETAILING I 1111 Q 4 / � � 19. NUMBER OF SERVICE STALLS 9 SERVICE STALLS ICG OS \\ 20.NO MECHANICAL EQUIPMENT WILL BE PLACED 01,1 THE ROOF OR 3 t (D \\ N VIEW FROM THE ENTRANCE CORRIDOR, AR / / , 4- TREE t2LN10 CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. 475,17 3 3 ®WV NTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTNG RVICE TAP PRIOR TO SEWER SERVICE INSTALLATION CONTRACTOR �5 VERIFY SEWER SERVICE VERT CAL CLEARANCE FROM ALL OTHER ITIES AND STORM DRAINAGE. 10' PAR 478.09 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION G T�1�IC�PNG 3 / DUTY /-I / b I .YENT 73.86 10" C 53, 12" LO 4 /'� 12" PAR -.1010'61-6C �0 0476.63 W 10" Loc 476. 10" 51 OWM \ N H PROPOSED ' " a MAP/\v p,\ Cad HANDICAP /f / STRIPINGO TRANS ®9.14/ \ I Q14 J LEGEND ` 3 w Q W / \ o"L +� PROPERTY LINE LANDSCAPE REQUIREMENTS IMPERVIOUS AREAS MAILBOXES m EXISTING CONTOUR H-z Q \ \ 01 REAR PARKING AND TRAVELWAY AREA - 7,134 sq, it. IMPERVIOUS AREA- 74KJ0�5O FT LIGHT 3 - -_-- - EXISTING CURB L LJ PAVEMENT J 5% INTERIOR LANDSCAPE REQUIRED AREA, 356,7 sq, ft. � U) E/C3.1 EXISTING STORM DRAINAGE RATIO TO LOT, 808 IMPERVIOUS m AREA PROVIDED- LAI - 248.95 sq. ft, 0HE -OHE - EXISTING UNDERGROUND ELECTRICAL LA2 • 216.08 sq, ft. TOTAL - 465.03 aq. ft. \I WMc3-u---3 1 Z 4 G G EXISTING GASLINE EXIST, VEGETATION TO REMAIN w w EXISTING WATERLINE FRONT PARKING AND TRAVELWAY AREA - 4,640 sq, ft. ,58 ss ss EXISTING SEWERLINE INTERIORLANDSCAPE REQUIRED AREA, 232 sq. ft. TMP 45-10484 fLAI W AREA PROVIDED LA3.235 sq. ft. STERS, INC. BURGER D.B.11120 P. 1a 120 II II � E�1 , F I 1; CORAL BEAUTY •CONTONEASTER3-1/2' - 4- CAL, LA4 • 233 sq. ft. II ��4 � 11 N2 01 ori „Io D° Ll„ � 1WQ � GOLD MOP 4' - 6' LA5 • 130 s4 ft. LA6 - 394 sq. ft. LOT E d o a O TOTAL - 992 sq. ft. / cl/ SIDE PARKING AND TRAVELWAY AREA • 2031 s4 ft. GULF STREAM 542LB LL AREA PROVIDED- LA7 • Z137 sq. ft. } M w C VER m D N m ~ n AREA DEFINED FOR"- Mountain Slverbell CANOPY AREA CALC". conic. LAS- 33 BENCH MARK IS SURVEY CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 QI �# ) II 6' MA 472,121 0 A�PH P RSTUCCO WALL O 33 AREAEA WALL 37'2 LP+ i3 L 1 III 'II A PORTION OF /I TMP 45C -3-B F\ A PORTION OF LOT C 0.9133 AC. BUILDING "B" COMMERCIAL 2370 Sq. it. SpeeDee 'DO NOT ELATE OFFICE 8 •$TOP• SIGN 4380 sq. ft. /. f -$TOP BAR JAMES d VIRGINIA HAMRICK, LLC 45C -SECTION 3 - PARCEL B PARCEL IDI 04500-03.00-000080 ♦� I COMMERCIAL BUSINESS OR RETAILING �LGI-17' DUTY WALL MOUNT PAVEMENT LIGHT E/C3J a, C 4 20' ACSA TREE H WATERLINE PROTECTION 041 x EASEMENT TYP. 3 0 D.B. 1123 P. 134 PLAT 1 RIO MSSOCIATES LIMITED PARTNERSHIPJ/�T- ® VV I4" TR(G y� PARCEL IDI 06100-00-00-12300 4 TRE TREE �A FH 471.071111 ® 4 " ^ N _ L 470-t5 I P T❑RAW5 L� J XOP 471.73.. / 24" PINE 477.30 NSPHN/ tr L 20wq Rio Nill Ct. s c, MYers rn 0 Drive 9� s •+ ENTRANCE CORRIDPR PLANTS o \J + ARB PLANT REQUIREMENTS SHALL BE A PORTION THE PREDOMINATE SPECPKiATION, o SITE OF LOT C .1, 5 �e S9U0 er/e MAY 20, 2005 F EL E. WOOD No. / 6. 4 0470 o 'TSw 470.47 II // ° SEAL 4" TREE 471.46 �� VIC/N/TYMAP II II LP / .m 2 tS f GENERAL NOTES 11 \ L LOT AREA- 0.9133 ACRES ay O g m _ aO / / 2. CURRENT ZONING- C-1, AIRPORT PROTECTION OVERLAY DISTRICT 3 \/ EC, ENTRANCE CORRIDOR OVERLAY 3. TAX MAP E PARCEL N UMEll 045CO-03-CO-COOB0 o III \ �47155EE/ / \/ 4. THIS SITE IS CONTRBUTNG TO THE RIO HILL BASIN WATER QUALITY /'�H p '< RETROFIT N ORDER TO MEET WATER QUALITY REQUIREMENTS. 5. PROJECT ADDRESS, 1010 GARDENS BLVD, o \ \ / CHARLOTTESVILLE, VIRGINIA 22902 CCESS 6, TOPOGRAPHIC INFORMATION FROM A SURVEY BY - II 1EAASEAAETNT \ THOMAS B. LINCOLN LAND SLRVEYOR INC. 671 BERKMAR CIRCLE \FOR DUtvPSTER I \ 6 • 0'03"E / CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 11 4 BIF 7. TEMPORARY BENCH MARK (TEM) IS SURVEY CONTROL PONT GPS -I, PROP. \\.. ...� \\ s1EE FLMAIL WITH (SEE PLAN SHEETS) RASHER. ELEVATION 47292 DUMP TER K © PAD FOR BLDG A C3J PROPOSED E\\ \ / 8. BUILDING AREA, BULDINIG- 6,750.005 SO. FT. AND BLDG B6 TO 44 WALL, TCH BLDG K LIGHT DUTY Cad \\ \\/ 9. FLOOR AREA RATIO TO LOT - 16.978 PAVEMENT o W/ GATE \\ \ K). CONTACT ADDRESS TOM EMMETRSTR \� o�• DEVELOPER 1908 EMMET STREET Q CHARLOTTESVLLE, VA 22901 7 OFFICE, 434-293-5823 f FAX- 434-293-7550 ICG F *D�KnEN�SGNS G- V WALL GRIT T AR AR \\(D 47176 EE AL DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER, oa U \ y/ ING A (PIER D M114 5F 67 PROVIDED > • " LA2 S EXISTASPHALT LT \ \ ING B 16,834 SF 68 PROVIDED [° - \ \ ING Cl (HAMRICK) IL880 SF 12 PROVIDED 2 \ BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED Q ICG PKNFIOT BANK (D) 3,350 SF 21 PROVIDED N \\ \ 2590 SF 73 PROVIDED Z L TACO BELL �) 533518 SF 2 5 SPA PROVIDED U @ AR •,a \\ 4' TREE LL) ry 47z.37 NG CENTER PARKING • 475 SPACES PER IOOOSF - 254 TOTAL REOL� Q !O\ O LIGHT DUTY) ICG / / / �/ ENISKXNS ARE MEASURED TO BACK OF CURB 4 0- �J 0fPAVEMENT WE/C3.1 +LP /S OTHERWISE NOTED. r^�1 TRE 2 7 , / M PROPERTY NOT WITHIN 100 YR. ROOD ZONE, n )4. PROPERTY OWNER. JAMESAND VIRGINIA HAMRICK LLC 1`(/l/(,J, 0C 3 + 15, MAGISTERIAL Q MAGISTERIAL DISTRICTS RIO C SEE NOTE 16. MAXIMUM EMPLOYEES- 14 CW / TREE H / \17. MAXIMUIM HEIGHT OF STRUCTURE, 24 FEET \ Q] HVI TYP. PROTECTION Cad / J b / / I8. ADJACENT PARCEL USE COMMERCIAL BUSINESS OR RETAILING I 1111 Q 4 / � � 19. NUMBER OF SERVICE STALLS 9 SERVICE STALLS ICG OS \\ 20.NO MECHANICAL EQUIPMENT WILL BE PLACED 01,1 THE ROOF OR 3 t (D \\ N VIEW FROM THE ENTRANCE CORRIDOR, AR / / , 4- TREE t2LN10 CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. 475,17 3 3 ®WV NTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTNG RVICE TAP PRIOR TO SEWER SERVICE INSTALLATION CONTRACTOR �5 VERIFY SEWER SERVICE VERT CAL CLEARANCE FROM ALL OTHER ITIES AND STORM DRAINAGE. 10' PAR 478.09 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION G T�1�IC�PNG 3 / DUTY /-I / b I .YENT 73.86 10" C 53, 12" LO 4 /'� 12" PAR -.1010'61-6C �0 0476.63 W 10" Loc 476. 10" 51 OWM \ 4 Z MAP/\v p,\ /f / ®9.14/ \ I Q14 J LEGEND w Q W / o"L +� PROPERTY LINE T - �a7 t - EXISTING CONTOUR H-z Q 0' ACSA SANITARY " ��/ SEWER EASEMENT- e 3& D.B. 1157 P. 366 - -_-- - EXISTING CURB L LJ / EXISTING EOP � U) EXISTING STORM DRAINAGE Q 0HE -OHE - EXISTING UNDERGROUND ELECTRICAL W Z < -UGT -UGT EXISTING L1 DE CQCUND TELEPHONE 4 G G EXISTING GASLINE EXIST, VEGETATION TO REMAIN w w EXISTING WATERLINE ss ss EXISTING SEWERLINE MORETZ ENGINEERING JAPANESE ZELKOVA EMERALD GREEN ARBORVITAE PROPOSED CURB � E�1 , F I 1; CORAL BEAUTY •CONTONEASTER3-1/2' - 4- CAL, CANOPY AREA LINE ��4 � 11 N2 01 ori „Io D° Ll„ � 1WQ � GOLD MOP 4' - 6' , I'Eavosn-n o= vcx i. =sisre�rr PERIWINKLE GROUND COVER r GULF STREAM 542LB Red Sunset Red Maple } M w C VER m p N m ~ n v Mountain Slverbell 4 '" Nellie Stevens III NUVI SCALE: I"=20' tJ 1 T Holly y1�1�� 6704 SHEET NUMBER 0 10 20 40 a Green Lustre Japanese Wlly CI.3 OF 8 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION DRAINAGE SUMMARY TABLE STRUCTURE n DESCRIPTION LENGTH INV, IN INV. OUT SLOPE REMARKS 1 15' RCP 3' 468.00 467.85 1 5.0% 1 - A PORTION OF ESMT. TMP 45C-3-6 579 A PORTION OF LOT C SUBMITTED LAND .7667 AC, A PORTION OF LOT C 77 I I,q SITE /6a y�S90p 9 e MAY 20, 2005 S0. JOEL E. WOOD / a �y� I / / /.T w• BP BFj P. _410.47 `aJ"7 OD o 1 I / 4" TREE 1 1 I y a7�.46 VICIN17 YMAP P\LC m'c rn y n ii N�ci WM II /\LP / / GENERAL NOTES E a BUILDING 'A" I L LOT AREA, 0,9133 ACRES ` O n 2 CURRENT ZONING, C -I, AIRPORT PROTECTION OVERLAY DISTRICT 0 `l EC, ENTRANCE CORRIDOR OVERLAY 3• TAX MAP E PARCEL NUMBER, 045CO-03-00-00080 EXIST. GROUND COVER < 0 ('! \ 4" TREE/ \ 4. THIS SITE IS CONTRBUTNG TO THE RIO HILL BASIN WATER QUALITY �� j/ >� EXIST. 3 O I \\ 471.55 \ 3 Z c*1- ENS G BUSHES II/��RETROFIT N ORDB7 TO MST WATER DUALITY RE(]URENBNTS. TMP 45-10483 ( / L) / ST VGAT \ EXIST. TREESPATRIOT BANK,N A \ \ 5 PRO,ECT ADDRESS, 1010 GARDEN$ BLVD. D.B. 2394 P. 129PLAT =„� \ \\ \\ \ EN �? CHARLOTTESVILLE, VIRGINIA 22902 D.B. 1676 P. 422 \ _ IT ACCESS' 6. TlT PO SA�NCOLN LAID SURVEYOR NCC INFORMATION FROM A �BYD.B. 1129 P. 878 SDMH I \ 1T;MIEASEMENT 1 I) / \\ / \\ 6T BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 INV OUT TOP 1 1 PROT ION I , 14", ,�:., FOR DIJMPSTE�t 0'0\Z 7. TEMPORARY BENCH MARK (TEM) IS SURVEY CONTROL POINT GPS -I, 460.52 470.72 I BIF , / / LOT D TEL8G 177.76'UGEUGt CO / Cy/�'( FSO OGNAIL WITH FLASHIER, ELEVATION 47292 \\e" PVC 4 iE(SEE PLAN SILEETS) G,.INV OUT PED E P �BEU 4> / INV IN468.30 ` ANN 95 \ \ /e 8. BUILDING AREA,(BUILDING, 6.750.00! SO. FT.SDMH O T•.. a69. FLOOR AREA RATIO TO LOT • 16.97% TOP U \ � / SDMH SDMH471.30 TOP TOP - \ \ I0. CONTACT ADDRESS, TOM FITZGERALD ,1471.10 470.9 0 DEVELOPER 1908 EMMET STREET �CHARLOTTESVLLE, VA 22901rRAI II TMP 45C -3-B Gr tib �` ¢j ,� a ,�OFFKE, 634-293.5823II\A PORTION 8• HDPE G71NV , �� \, \\ �- s, o FAX, 434-293-7550 MAIL6OX 3 OF LOTC EXIST. SAN. 0 /O a \� 'TREEIL pA�I I ��SEWER SERVICE 'S f� >0.9133 AC. `b \r�y- 15" RCP 4717 6 ��, / \ a 1 I \ - - $ - - \\� "OPFICI41 DETBR44N4,TK)N OF PARKING FOR TFE GARDSHOPIPM CENTER' a \ BUILDING 'B• I y \ NV 1 • 5.04 / REDUCED PRESSURE BACKFLOW 46544 EXIST. ASPHALT o / \ v 1 r TYPE O' HPE r p \ BUILDING A (PIER D 12116 SF 67 PROVIDED 4 PREVENTORS SHALL BE INSTALLED / 1 II 3 8' HDPEY:OMMER07AL • MN. 2.0$ `' 0. 34 DRIVEWAY �� LDI')G 8 16.834 SF 68 PROVIDED ,����l'''�TTTT�� _I INSIDE THE BUILDINGS \ c� 2370 sq. Itf. (� SLOPE ss A PRbPO saOUT EUN D2NG CI (HAMRIGO IU880 SF 2 PROVIDED U g a L48 IF�'E 472,10 (n C6J SLOTTED o PATRIOT BANG () 3, SF 750 SF 9 PROVIDIC�D `J m \ le WM I 5 ��3 c I PROPOSED B M/T 4688.51 7 G°^i/� / ®\ PKNF TACO BELL 2,590 $F 73 PROVIDED Z } ° is PROP. 8' HDPE \ a' TREE TOTAL 53518 5F 275 SPACES PROVIDE) W° ROOF DRAINAGE CLEAN-OUT coa s 472.37 N 4 I s /I 3 q72 \ %GOPNG CBN18R PARKING • 4.75 SPACES PER DDOSF • 254 TOTAL REOI,RED O \UI PROP.OIL/WATE12�T`p \ 0p� V TREE i Q U s H 3 " 1 SEPARATOR a 47 0 PROTECTION i 12 ALL DIMENSIONS ARE MEASURED TO BACK OF CUPB 0- a CV TMP 45-10404 0 (L` s (7Q RE / / Li.LESS OTI ERWISE NOTED. 4 O of BURGERBUSTERS, INC. 7 AP. AB PROPOSED 4' C 4" TRE _ 13. PROPERTY NOT WITHIN 100 YR. FLOOD ZONE �„U D.B. neo P. 14 INV OUT o r e� ,1 L.. OFFI 4 200 (� c� SAN. SEWER SER 672.7 i - �� J F- B 458.76 �� o-� o- 4380 s -_ (n 'S • MIN. 2.0% SL \ Q[ LOT E G ^fir FSE 472JO SEE NOTE 22 3 ❑TEL \/+ / Gp 14. PROPERTY OWNER, JAMES AND VIRGINIA HAMRK3C, LLC I WATER 0 a7zpO ox B MAGISTERIAL DISTRICTS RIO O O V HOPE I E JAMES % VIRGINIA HAMRICK. LLC �' m\C • MIN. ZO / 1' 'K' I 45C -SECTION 3 - PARCEL S I 4 \0 / �/ / � 16 MAXIMUM EMPLOYEES, W W pp SLOPE d / PARCEL IDI 04600-03-00-000080 S COMMERCIAL BUSINESS OR RETAILING ( i yam' 3 \ s /S T/, MAXIMUM HEIGHT OF STRUCTURE, 24 FEET I{8. ADJACENT PARCEL USE, COAM,HZCIAL BUSINESS OR RETAILING U I J PROP. 8' HDPE I / , p,G4 a 19. 11 1,11 OF STALLS, 9 SERVICE STALLS III ROOF DRAINAGE 4a? Sz 3 STOR ATER 33 $ 1 o- / ssa / \ �.ND MECHANICAL EQUIPMENT WILL BE PLACED ON THE ROOF OR t5' VEPCO ESMT. O /'� N VIEW FROM THE ENTRANCE CORRIDOR D N ION dM. D.B. 1120 P. 307 a72.oO ,Q /\a� ss 0 _ - _ AAA H / / 4" Ta[-� A NO CAR STACKING WILL BLOCK NGRESS/F_GRESS TO PARKING SPACES GRATE 0 Ai SEWER EASEMENT/ a 7-1, 6 S`' / ��/ 22 CONTRACTOR TO VE9RFY LOCATION AND ELEVATION OF EXISTING _ SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION CONTRACTOR ,.,0 / e{s o- / SS _ �, -' - - TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER IA PHAL /r INV IN 1 \ \\ �' _ �- 470.80 �'((�� y // / II UTILITIES AND STORM DRAINAGE. \ 458.64 t3 �1 63 / / fi i i - _ i Wt"L W PRKIN( _ / /`'`' / .d i i \ 4 11\ / / AREA / STUCCO D / P �' %b^ /1 / / / / / / / / (TAP +�\+\ lJ - (6"21 / �� WALL ` STOPDMH �I I I _ / S \ '0 , / LEGEND z Z G- 3 050 EXIST. SAN. / a' U Q I INV 0 T SII SEWER SERVICE W / �\ / / / \ / PROPERTY LINE < n I IF S66'3T23'E a57.4a ¢ / '• - 6,e` i / \ / / / / i I_ LL I w 215. 6' 6% 70.4 _ / t to N ! / / +� - - I � M I� � /� / I I�S_A �ENSS/✓/- - - - - - - - - - - EXISTING CONTOIR� 20' ACSA SANITARY - - _ - - - - _ _ _ - EXISTING CURB UJ 44) '� 33 OE 28' STORM gS D'/ ( i�� OC .. SEWER EASEMENT w UI / SDMH / DRMN GE DSP J 4 T �� i 76.38 D.B. 1157 P. 385 // TOP TREE PROTECTION / 9L�M NT 7 .8s/ �/ 277.17' / �� / / / EXISTING EOP = z DI I ,V Z / / 1 DRAINAGE I % 24'• RCS 7 \ 0 4 INV IN NV T JS 656 `'� 40/ // // .53 j''/ /. s � �FiOp / a57�i ' 467. a 20' ACS �" EX STING STORM DR GE 1 I INV OUT 45� N VT� OUT 4 EXISTING WATERLINE 10" VCP qOP 8 N O 4 �N 96,5 4 2.� / ^2 L / / `- / -DHE OHE I UNDERGROUND AL �f AS MENT INV IN 459.16 EXISTING ELECTRIC Q E / / , f i \ GR E �/ ��� FIRE HYDRANT D. )1123 P 134 �1- SS- U / /� a/ V L1ITOP'�_ I I '� 'CUT 1T(�1"7683R -UGT -UGT EXISTING UNDERGROUND TELEPHONE \A7t25 I \\ I I I I IRIOAISSO ATE$L7MtTEl-PAR4NERSINP- I �®'N� I I4'TREE Q 4� ��/ j18A.� � OiT����� G G EXISTING GASLPE SDMH \/ PARCEL IDI 0810 0-0 0-0 0-123 0 0 a" TRE FH I 471:07 - a• iA€E �/ 478. 470.15 ` i 4Z7:8�6. / W - y7 MORETZ ENGINEERING SIIrOP / I - I I I - I� I I I I ` _ 'I 0 } Up i �b7Tts 7.61 EXISTING WATERLINE ,rvsMAw, �v,. 1 -83 , PAYP} O $ „ -_ - 1 - - ��(,TRAA�Sy� i /_ / / t0 �_'� �'T / �+, EXISTING SEWERLINE se Ct TO FEcre.,1 „cFrzcr P _ 55 SS OF AavEu F,.Oucr-zc . 5 1111122: _ _ _ 10" PAR LAws *us orzAwiw MA. nes -�- Il - -' - = - S - - 478.09I I3 PROPOSED CURB ry AW wnr wiTw 6 TD w Ur D PED UP yti. i$ - - - -- I ./ _---------------------Y4-�iI9E-- i' GUARDRAIL v r�massxx of n�rz ea;rremmnc r ' PROPOSED CONTOUR r BENCH MARK IS SURVEY U`4 - - - - - - - M m Q CONTROL POINT GPS -1, ----' // t`I -� I NOTE, PROPOSED STORM DRAM F p m NAIL WITH FLASHER. V M ELEVATION 472.92 475-- �- ALL UTILITY AND STORMWATER MATERIALS, SIZES, AND PROPOSED DRAINAGE BASIN Q Q Q W INSTALLATION SHALL CONFORM TO THE SPECIFICATIONSLL AND DETAILS OF THE LOCAL AUTHORITY. -SS -SS- PROPOSED SFWERUPE O . I - W - W - PROPOSED WATERLINE U/7. PRO-FCT NIJNBER WM SCALE: I =2O i PROPOSED WjT ER METMBER ER 6 SHEET O� / u' GAS LINE ESMT. O 10 20 40 aT7^iiiiiO_� WDSEWEVATION r`2•1 OF 8 D.O. 1147 P. 579 as v I I N 1/2' PREMOLDED EXPANSION JOINT WI -ERE WALK IS PERPENDICULAR TO CURB r RADIUS BITUMINOUS SURFACING to 7 CRUSHED STONE BASE COURSE TYPICAL CURB SECTION A n A nv1N ire I r-% -r WI TH (W> NEI H (H) 6-10" m SCALE -NTS NOTE, AO RTO BACKFILL POSSIBLE AVOID SPONDING OF WAITER BEHIND CURB. TYPICAL GR -SCALE-NTS • P e a U) r uuuLL 9' 9 • 9 TYPICAL STRIPING DETAIL SCALE -NTS E COP ON SITE WHERE WATER DRAINS AWAY FROM WALK INTEGRAL WALK E DUTY PA 21/21A SCALE -NTS F DETAIL SCALE -NTS NOTES 1. A CONTRACTION JOINT I' DEEP WITH I/8' RADII SHALL BE REQUIRED IN TI -E CONCRETE SIDEWALK AT 10' INTERVALS. ONE 1/2' EXPANSION JOINT WILL BE REQUIRED AT 40' INTERVALS. A 1/2- EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTLRE INCLUDING PROPOSED OR EXISTING BUILDINGS, 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK. 3, CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. SIDEWALK 1/8' RAD. 'v JOINT FILLER -1/2' PREFORMED HOLD DOWN r FOR SEALANT EXPANSION JOINT V8' RADIUS w CONTRACTION JOINT EXPANSION JOINT DETAIL NOTES, APPLY NON -SLIP BROOM FINISH TO HANDICAP RAMP SURFACES BACK OF WALK BACK OF CURB (B.C.) FACE OF CURB 6 L FLOWLINE TO EXCEED 12 ' U �^ 6'-0' 5'-0" - I - 6'-0' SECTION AA THROUGH FLOWLINE RAMP SURFACE Ar -1 J HANDICAP REFERED PARKING caa PEDESTRIAN WALK A NOTES: I. TWO ADJACENT HANDICAP PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. 2. STRIPES FOR ACCESS ISLE AND PAINTED SYMBOL TO BE BLIP. HANDICAP PARKING DETAIL EXISTING WALK 1/4- PER I' (BEYOND) WHEELCHAIR R MP SLOPE ni x . 2- SCALE -NTS PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION TYPICAL RAMP SECTION ISOMETRIC HEELCHAIR RAMP -DETAIL FOR _r)" r`I IDR 9 r_I ITT�D r)P=T A II SCALE -NTS VAN CCESSELE SERVED PARKING VAN F& MAXIMUM n PENALTY SCALE -NTS SIGN R7 -8C (ONE SIGN TO READ 'VAN ACCESSIBLE') HANDICAP SIGN DETAIL AND VAN ACCESSIBLE HANDICAP SIGN DETAIL SCALE-INTS BOLLARD 6' HIGH GATE FRAME TO BE 1 1/7 DIA. GALV.-� PIPE W/ TURN8UCKLE CROSS -BRACING, WITH CHAIN LINK FENCING, PROVIDE WOOD SLATS. PROVIDE LATCH MECHANISM AT CENTER. ATTACH ANCHOR ROD TO EACH GATE W/ HOLE DRILLED IN CONCRETE FOR SECURING GATES IN CLOSED AND OPEN POSITION 12' NOTE, DUMPSTER ENCLOSURE TO BE 6' IN HEIGHT. BRICK TO MATC BUILDIN VENEEF NOTE, SEE STAKING PLAN FOR PAD DIMENSIONS SECTION BAR 12" O/C DUMPSTER PAD DETAIL r 14 10 SCALE -NTS MAY 20, 2005 J c1 c0.J uJ Uj1 W W C a �U Z$ y ; 0)K 231 U j -N o a UDZUN 50 5^$ o w ggm Na FF NOTES: I. TWO ADJACENT HANDICAP PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. 2. STRIPES FOR ACCESS ISLE AND PAINTED SYMBOL TO BE BLIP. HANDICAP PARKING DETAIL EXISTING WALK 1/4- PER I' (BEYOND) WHEELCHAIR R MP SLOPE ni x . 2- SCALE -NTS PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION TYPICAL RAMP SECTION ISOMETRIC HEELCHAIR RAMP -DETAIL FOR _r)" r`I IDR 9 r_I ITT�D r)P=T A II SCALE -NTS VAN CCESSELE SERVED PARKING VAN F& MAXIMUM n PENALTY SCALE -NTS SIGN R7 -8C (ONE SIGN TO READ 'VAN ACCESSIBLE') HANDICAP SIGN DETAIL AND VAN ACCESSIBLE HANDICAP SIGN DETAIL SCALE-INTS BOLLARD 6' HIGH GATE FRAME TO BE 1 1/7 DIA. GALV.-� PIPE W/ TURN8UCKLE CROSS -BRACING, WITH CHAIN LINK FENCING, PROVIDE WOOD SLATS. PROVIDE LATCH MECHANISM AT CENTER. ATTACH ANCHOR ROD TO EACH GATE W/ HOLE DRILLED IN CONCRETE FOR SECURING GATES IN CLOSED AND OPEN POSITION 12' NOTE, DUMPSTER ENCLOSURE TO BE 6' IN HEIGHT. BRICK TO MATC BUILDIN VENEEF NOTE, SEE STAKING PLAN FOR PAD DIMENSIONS SECTION BAR 12" O/C DUMPSTER PAD DETAIL r 14 10 SCALE -NTS MAY 20, 2005 J c1 c0.J uJ Uj1 W W C a �U Z$ y ; 0)K 231 U j -N o a UDZUN 50 5^$ o w ggm Q SII Z_ a p/ D > W W n� 0 J O V EL a W �0 z IrO O J o = U W _J J LU Q uJ Uj1 W W OF s. s sPT T.IF111I.AT Tus 111111 - NOT eD A W .Kwoc.x.< .a: o 01F TE T IFE MJJ1 RJ.N.iSCMJ (. WY_L y'oPEEMG. } m m VW) pZ ? yw m M O a{ au 0 LL m 36-04 C3.1 OF a VARIABLE AS DIRECTED BY THE ENGINEER BACKFILL MIN 8" UCK LAYER OF GRAVEL GENERAL NOTES, L PENCE FABRIC SHALL BE A M INN IUM OF 37 N WIDTH 2 FILTER FABRIC SHALL BE MRAR IW FABRIC OR EMNALBNT. E RLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THNJ 30 DAYS 3. STEEL POSTS SHALL BE 5'-O' N HEIGHT AND BE OF THE SE.P-FASTENER ANGLE STEEL TYPE INA FILTER FABRIC V -TRENCH FILTER FABRIC EXTENSION OF FABRIC AND WIRE INTO THE TRENCH COMPACT® 4" POST MAINTENANCE NOTES, 1, FILTER BARRIERS SHALL. l BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DALY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2 SHOULD TILE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARIRM STILL BE NECESSARY. THE FABRIC SHALL BE REPLACED PROMPTLY. 3, SEDIMENT DEPOSITS SHOLD BE REMOVED AFTER EACH STORM EVENT. TI -EY MAST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. A. ANY SEDIMENT DEPOSITS REMAINING N PLACE AFTER THE SILT FENCE OR FILTER BARRIER 6 NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE PREPARED AND SEEDED. TEMPORARY SILT FENCE 1 SCALE -NTS m/ah FALL, WINTER. E SPRING SEEDBED WREPARATON, L Surtaps Water Control Meaeves To Be Installed Accords To Ran SEEDING E SOIL AM'B-DMhENi NAD(TURE' 2 Areae To Be Seeded Shall Be Rpped And Spread WJh Available Topsoll FROM REMMMER t - Aoor > 2 3 Inches, Deep, Total Seedbed Prepared Depth Shall Be 4 Indhee to 6 Ihai,se Deep. 2 FOUNDS AMLLII. RIE GRASS mewLo 05 POUNDS HLAPD BERMUDA 3. Loose Rode, Ra yla, And Omer ONtrwton, Shall Be Ranroved Adm I5 POUND" UNC BERMUDA The Surface So That They We Not Warfare With 6tmllet 01 And 25 POUNDS 10-10-10 FERTILIZER Maintenance O Vegetatan Srfoce For Final Seamed Preparation At 75 POUNDS LIMESTONE F7nlsthed Grades 5111 Shall Be Reo&I Smooth And U.Ntarm QR 4. Fertilizer And Urine To Be Apprled UNfo"Ny And Mined With 5011 Doha Seemed Preparation. 2 POUNDS ANNUAL RYE GRAM O 05 Par.DS HILED BERMiDA WAY I PC" Ul4ULPD BERMUDA PEOLMEME 2 POL 1405 BAHIA GRASS SEEDING .TC 25 POUNDS 10-10-10 FERTILIZER 500 Lb LIAa 0-20-0 Super phosphate 75 POUNDS LIMESTONE 225 GoJAa Asphalt TsTDown a Work Lyne And Fertilizer Into Soil 3-4 ehdhes Deep. See Charts Far Spealib Season RBadmendarlano Far him TeatpdarY Seedlp. Apply 4AM wade litr . Axapr maw by t00NIq will 1004 A deal Aft aper. nemnR, a a aaddho elope, at nearly 11I Can W sed d a III awwro 1001. afR eralxe 1t oraxM a not fury o0egLwa Reseed refxa4e and mAoh h"I's"ey tallowN 0I a other dMI ARY SEEDING SPECIFICATIONS rlir T' r R®AR FOR BAG— REMOVAL FORM INLET EXPANSION RESWANr (M4' NYLON ROPE. DUMP STRAPS Y FLAT WASI-ERS) 2 EACH BAG DETAIL TCH T DUMP STRAP SCALE -NTS GENERAL NOTES I. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. Z REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 3, THE STRUCTURE SHALL BE NSPECTED AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 5 THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. PLAN VIEW L SILT FENCE 0 11– I_ I�LN■ NOW 1-1 II'e--P 11 IITI1, � 1111 Ilk?I!! ill I SECTION A -A STORM INLET SEDIMENT TRAP rR AIII. a: a • ❑ e - t 2 POURS BAHIA GRASS 25 POUNDS 10-10-10 FBRTL= 75 POLI DS LF£STCNE a6MTe Appy 4,000 C/Ode sdraw. Anchor max IN tapkep won achdl, temp d o Wall arc horry took A dM whh ai KIN set rorty thddht pan be did All a Irssah aVhWkV 1001. Wghapa meta tt growth Is lid NOV 0000ID ROOD" retonUe and mAdh Wadatev foeowN W0001 a dlw am,pRl SCALE -NITS PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY _ ARCHITECTURAL REVIEW BOARD _ _ FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION ''. 6'MN D(ISTNG FLT FABRIC PROVIDE APPROPRIATE TRANSITION GRAND UNDER STONE BETWEEN STA13LIZED CONSTRUCTION ENTRANCE AND PUSLIC RIGHT OF WAY SECTION CONSTRUCTION SPECIFICATIONS L STONE SIZE USE 2' TO T COARSE AGGREGATE 2 LENGTH- AS ACTIVE. BUT NOT LESS THAN 50 FEET. 3, THICKNESS- NOT LESS THAN 6 NCHES. 4, WIDTH- NOT LESS THAN FULL WIDTH OF ALL PONI INGRESS AND EGRESS. S W44-LJCr WHEN NECESSARY . 11443=1.$ SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING B RC-OLRED, T SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE Vrl-IC14 DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDNBNT BASK ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAM DITCH OR WATERCOURSE THROUGH USE OF SAND HAGS. GRAVEL. BOARDS, OR OTHER APPROVED METHODS. 6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHOA WILL PREVENT TRACKING OR FLOWING OF SEDM = NT ONTO PUBLIC RIGHTS OF WAY. THIS MAY MOL12E PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/CR CLEAN OUT OF ANY MFASlRES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED DROPPED. WASHED. OR TRACKED ONTO PUBLIC RGII OF WAY MUST BE REMOVED IMMEDIATELY. 7. FILTER FABRIC SHALL BE MRAR 500 OR EQUAL ,TEMPORARY CONSTRUCTIC SCALE•NTS L Obtain Erosion Contra Plan Approval And Necessary Permits. 2 Prior To Grading, lastall Real Erosion Control Devices, Including TempalrarT Construction Entrances, SIM Fence, and Tree Protection 3. Grade In Accordance With Construction Documents. 4. Install All Utilities Arid Storm Drainage Pipes With Basin Protection 5, Apply Seeding, Teroporary Or Permanent, Or Other Types Of Stabilization As Required As Soon As Graded Areas Are Completed Or Where Work Strops. 6. Complete Fine Gracing. 7. Install Curb And Gutter. 8. Place Stone Base Carse And Asphalt Paving. 9. Prepare All Disturbed Areas For Seeding Or Grand Cover. 10. Apply Permanent Seeding And Ground Cover. 11. After Site Is Stabilized And Approvals Recelved, All Temporary Erosion Control Devices Shall Be Removed And Those Disturbed Areas Shall Be Seeded 1 CONSTRUCTION SCHEDUL NOTE ANCE/EXIT Seeding Mixture Blend of 504 KY -31 tail fescue and 504 mature 200-250 of two or more turf -type tail fescues a Blend of three or more turf type tall fescues 200-250 Seeding Dates EM Winter Best' Aug. 25 - Sept. 15 Best' --- Possible' Aug. 20 - Oct. 25 Possible. Feb. I - Mar. 31 For quality turf avoid swhg seeding. Where grading Is completed during late winter or spring, an alternative Is to seed 30 Ib/acre Kobe IGspedeZa, keep mowed, prepare Seedbed and seed permanent mixture between Aug. 25 and Sept. 5. Sall Amendments Apply line and fertilizer according to soil tests, or apply 4,000 lb/acre graV)d agricultural limestone and 1,000 Ware 10-10-10 fertilizer. Mulch Apply 4.000 Ib/acre grain straw or equivalent cover of mother suitable TII Anchor straw by tacking with asphalt, roving, or netting or by crimping with 0 march anchoring tool. A disk with blades set newly straight cm be used 03 a mulch anchoring tool. Maintenance Fertilize according to $oli tests Or apply 40 lo/acre nitrogen In Jan. or Feb., 40 D In Sept., and 40 ID in Nov„ from a 12-4-8, 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during warm weather, as this Increases stand loss t0 disease. Reseed, fertilize, and mulch dalttaged yeas Immediately. Mow to a height of 25-35 Inches as needed PERMANENT SEEDING SPECIFICATIONS L All Erosion And Sediment Control Measures Shall Be Checked For Stability And Operation Following Every Run -Oft Producing Rainfall But In No Case Leas Than Once Every Week. Arty Needed Repalrs Shall Be Made Immediately To Maintain All Pracrkss As Designed 2 Silt Will Be Removed From BeNnd The Silt Fence Aro At The het Protection Sediment Fence When It Becomes About 05 Ft. Deep At The Fence. The Sediment Fence Will Be Reposed As Necessary To Maintain A Sorrier. 3. All Seeded Areas Stoll Be Fertilized, Reseeded As Necessary, And Muiched According To Specifications To Maintain A Vigorous, Dense Vegetative Cover. MAINTENANCE SCHEDULE I. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. PLACE BARK MUCH AT AREAS NOT PROTECTED BY BARRIER. 3, BARRIERS SHALL EXTEND AROUND TRUNK AS SHOWN, THEY SHALL ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT(I) FOR EVERY ONE INCH 01 OF TRUNK DIAMETER UNLESS OTHERWISE DETAILED, DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDIVIDUAL BASIS BY THE ENGINEER. ALL TREE PROT- ECTION BARRIERS SHALL BE INSTALLED PRIOR TO ANY AREA AND PROTECT ROOTS, TRUNK. AND CROWN OF THE TREE, EXAMPLE, 2"x4' STANDARDS AND rx4" RAILS. AND ORANGE POLYETHYLENE LAMNAR FENCING 4. TREE PROTECTION ZONE SIGNS SPACED A MIN, ONE EVERY 300' THE SIZE OF EACH SIGN MUST BE A MNL OF 2'x2' AND MUST CONTAIN THE FOLLOWING LANGUAGE, "TREE PROTECTION ZONE, KEEP OUT" TREE SCALE -NTS DEAD TREES AND SCRUB GROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUI ALLOWED UNDER DRP LIME. ION DETAIL bz .. 2 O M 6' BARK MULCH PLACE BARK MUCH AT AREAS NOT PROTECTED BY BARRIER. MAY 20. 2005 EUE. WOOD No. 20216 50' AML m O to DC Ca y k 5c 10* mewLo EXISTNGRGHT CxI 8 C' n e C O a p r E GROUND oo OF go O w WAY CONSTRUCTION SPECIFICATIONS L STONE SIZE USE 2' TO T COARSE AGGREGATE 2 LENGTH- AS ACTIVE. BUT NOT LESS THAN 50 FEET. 3, THICKNESS- NOT LESS THAN 6 NCHES. 4, WIDTH- NOT LESS THAN FULL WIDTH OF ALL PONI INGRESS AND EGRESS. S W44-LJCr WHEN NECESSARY . 11443=1.$ SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING B RC-OLRED, T SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE Vrl-IC14 DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDNBNT BASK ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAM DITCH OR WATERCOURSE THROUGH USE OF SAND HAGS. GRAVEL. BOARDS, OR OTHER APPROVED METHODS. 6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHOA WILL PREVENT TRACKING OR FLOWING OF SEDM = NT ONTO PUBLIC RIGHTS OF WAY. THIS MAY MOL12E PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/CR CLEAN OUT OF ANY MFASlRES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED DROPPED. WASHED. OR TRACKED ONTO PUBLIC RGII OF WAY MUST BE REMOVED IMMEDIATELY. 7. FILTER FABRIC SHALL BE MRAR 500 OR EQUAL ,TEMPORARY CONSTRUCTIC SCALE•NTS L Obtain Erosion Contra Plan Approval And Necessary Permits. 2 Prior To Grading, lastall Real Erosion Control Devices, Including TempalrarT Construction Entrances, SIM Fence, and Tree Protection 3. Grade In Accordance With Construction Documents. 4. Install All Utilities Arid Storm Drainage Pipes With Basin Protection 5, Apply Seeding, Teroporary Or Permanent, Or Other Types Of Stabilization As Required As Soon As Graded Areas Are Completed Or Where Work Strops. 6. Complete Fine Gracing. 7. Install Curb And Gutter. 8. Place Stone Base Carse And Asphalt Paving. 9. Prepare All Disturbed Areas For Seeding Or Grand Cover. 10. Apply Permanent Seeding And Ground Cover. 11. After Site Is Stabilized And Approvals Recelved, All Temporary Erosion Control Devices Shall Be Removed And Those Disturbed Areas Shall Be Seeded 1 CONSTRUCTION SCHEDUL NOTE ANCE/EXIT Seeding Mixture Blend of 504 KY -31 tail fescue and 504 mature 200-250 of two or more turf -type tail fescues a Blend of three or more turf type tall fescues 200-250 Seeding Dates EM Winter Best' Aug. 25 - Sept. 15 Best' --- Possible' Aug. 20 - Oct. 25 Possible. Feb. I - Mar. 31 For quality turf avoid swhg seeding. Where grading Is completed during late winter or spring, an alternative Is to seed 30 Ib/acre Kobe IGspedeZa, keep mowed, prepare Seedbed and seed permanent mixture between Aug. 25 and Sept. 5. Sall Amendments Apply line and fertilizer according to soil tests, or apply 4,000 lb/acre graV)d agricultural limestone and 1,000 Ware 10-10-10 fertilizer. Mulch Apply 4.000 Ib/acre grain straw or equivalent cover of mother suitable TII Anchor straw by tacking with asphalt, roving, or netting or by crimping with 0 march anchoring tool. A disk with blades set newly straight cm be used 03 a mulch anchoring tool. Maintenance Fertilize according to $oli tests Or apply 40 lo/acre nitrogen In Jan. or Feb., 40 D In Sept., and 40 ID in Nov„ from a 12-4-8, 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during warm weather, as this Increases stand loss t0 disease. Reseed, fertilize, and mulch dalttaged yeas Immediately. Mow to a height of 25-35 Inches as needed PERMANENT SEEDING SPECIFICATIONS L All Erosion And Sediment Control Measures Shall Be Checked For Stability And Operation Following Every Run -Oft Producing Rainfall But In No Case Leas Than Once Every Week. Arty Needed Repalrs Shall Be Made Immediately To Maintain All Pracrkss As Designed 2 Silt Will Be Removed From BeNnd The Silt Fence Aro At The het Protection Sediment Fence When It Becomes About 05 Ft. Deep At The Fence. The Sediment Fence Will Be Reposed As Necessary To Maintain A Sorrier. 3. All Seeded Areas Stoll Be Fertilized, Reseeded As Necessary, And Muiched According To Specifications To Maintain A Vigorous, Dense Vegetative Cover. MAINTENANCE SCHEDULE I. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. PLACE BARK MUCH AT AREAS NOT PROTECTED BY BARRIER. 3, BARRIERS SHALL EXTEND AROUND TRUNK AS SHOWN, THEY SHALL ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT(I) FOR EVERY ONE INCH 01 OF TRUNK DIAMETER UNLESS OTHERWISE DETAILED, DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDIVIDUAL BASIS BY THE ENGINEER. ALL TREE PROT- ECTION BARRIERS SHALL BE INSTALLED PRIOR TO ANY AREA AND PROTECT ROOTS, TRUNK. AND CROWN OF THE TREE, EXAMPLE, 2"x4' STANDARDS AND rx4" RAILS. AND ORANGE POLYETHYLENE LAMNAR FENCING 4. TREE PROTECTION ZONE SIGNS SPACED A MIN, ONE EVERY 300' THE SIZE OF EACH SIGN MUST BE A MNL OF 2'x2' AND MUST CONTAIN THE FOLLOWING LANGUAGE, "TREE PROTECTION ZONE, KEEP OUT" TREE SCALE -NTS DEAD TREES AND SCRUB GROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUI ALLOWED UNDER DRP LIME. ION DETAIL bz .. 2 O M 6' BARK MULCH PLACE BARK MUCH AT AREAS NOT PROTECTED BY BARRIER. MAY 20. 2005 EUE. WOOD No. 20216 MORETZ ENGINEERING uS'RAW1' ( Ib RF MASERU" of 1✓ 1 e.aiNrERme enc is AI£C 10 FF F11 CCI 0C1T itiFcouua-r,. 11 XcR uSeD ,v � RiTTEl M1wiPtERIW. M m 2 N r w m YQ m a a a w J 0 LL M 36-04 C4.1 of a SEAL m O to DC Ca y k 5c mewLo g �c CxI 8 C' n e C O a p r E LUQ O w g i?'mLL �C MORETZ ENGINEERING uS'RAW1' ( Ib RF MASERU" of 1✓ 1 e.aiNrERme enc is AI£C 10 FF F11 CCI 0C1T itiFcouua-r,. 11 XcR uSeD ,v � RiTTEl M1wiPtERIW. M m 2 N r w m YQ m a a a w J 0 LL M 36-04 C4.1 of a J O DC W Z OJ LUQ � Uo a W MORETZ ENGINEERING uS'RAW1' ( Ib RF MASERU" of 1✓ 1 e.aiNrERme enc is AI£C 10 FF F11 CCI 0C1T itiFcouua-r,. 11 XcR uSeD ,v � RiTTEl M1wiPtERIW. M m 2 N r w m YQ m a a a w J 0 LL M 36-04 C4.1 of a NOS NOA 0 NO CURB AND GUTTER TO BE PAID FOR OLm1�C 11/v' -vim 3 `BC 6" U.C. C PIPE NO. � r`.oTr.0 R&SIN 3/4' EXPANSION JOINT 5-1/2- tvN DETAIL V I I i'i�•f 3 9'-6' NO. 4 REBARS ON CENTER 10'-0' TOP VEW W/CLEANOUT DETAIL . ,L SCALE -NTS NOTES I. MASONRYOROR CTION LASSOA CONCRETE MATHE CATCH Y IBE USED. FOR CONCBRICK ETE THE WALLS ARE TO BE 6' THICK WITH A REINFORCING STEEL AREA IINNTIC ERIOR DIMENSIONS APEO REMAITHE N THE AS SHOWN FOR EITHER TYPE CONSTRUCTION. 2. �SBOTTOMSOS�� ITHE T14 A REINFORCING INFORCINGG STEEL MINIMUM SHALL BE A REA OF 0.20 SO. IN. PER FT. WIRE MESH MAY BE USED IN LIEU OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SO. N. PER FT. IS NET. 3. FOP CONSTRUCTION OF THE CATCH BASIN LID, CLASS AA OF CONCRETE TE SHAD_ E USED WITH REINFORCING STEEL AS SHOWN C 4. MORTAR SHALL BE TYPE S OR M 5. IF DESIR® TLE - EMS MAY E_PREGAST PRIOR TO INSTALLATION IN _ ^ACT 1 R.LTC CIJAI I AND SHALL 12M TO 6. AAASHf HTO MG STEEL SHALL BE GRADE 60. WIRE MESSY ADL CONFORM TO AASHTO M 55 AND M 221. 7. IF STRUCTURE DEPTH EXCEEDS 4'-6', METAL STEPS ARE TO E PLACED ON WALL 8, WHEN IT IS NECESSARY TO PLACE A CATCH BASIN IN A RADIUS. TI -E FACE OF THE CATCH BASIN TOP SHALL CONFORM TO THE HORIZONTAL FESS. OT ERWSE, THEADJACENT TOP SHALL BE RECTANGULAR WITH SQUARE CORNERS. N ALL CASES THE BACK OF TI -E CATCH BASIN TOP SHOULD FOLLOW THE SAME ALIGNMENT AS IT'S FACE 9. LIFT HOLES MAY BE PLACED AS NECESSARY. ALL LIFT HOLES N THE LID SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION fA1lTHON/A U0.1'I C T,IS qT 111 6 11 NX] .T' �11T To re;eant LGWS-w5 114N'NL 4.O 11T 1E R[�OPICED FIRiSinlQ[ 'mu-7 iERTE. _ICN Q- �l'L`LF F'.Gf:eFRN:. LCbIIJ'C"C .: Lary Yv HATUNES & SPECIFICATIONS : -•� IEHNEN dc.W w—.,N yy PIW WM MM mw "" '.NOON y ~ TWR1C w »w .n,.Mlw....... } ��`*O NISLWXWNMfSYIWFufNIIUM y a pn v 'of}.+. Ow iOs!N 4ML �Q W M.IOtl:I]AY NfiN IW10t w (DW ANIFY lfi14 , utlAl 1Mmp +S u=i Z_ �wn nMw an IW •wanfwry Q '. wrr aN�iOL�~ �F l� .ni.uw ma w..r.n.nwvNrn u��y[�sa G:Gis+�N` o Nya,fs'Iilµ ONOENNO INFOSMATION yµaL f ..."r!! LULU WY MgEY.Wltnu.A 1NM NY 4{I MMwM. NIi5 .amu � �L �MVYiiTYn.Py!O.LV. �f CATALOG CUTS 5'-4" J—Np.4 BARS TACKWELD FRONT LONK'ITUDINAL BAR 1/8' MN. TACK FFOUR POINTS) TO ALL TRANSVERSE BARS FRONT DETAL OF TOP MAT TW81C High Pressure SadlumlMotal Halide CutuHWatl-Pak TYiR[C Jas „ ue.r { AM1C INS x r ..wL' 1WNIC i4Nk _TMiC 7144 T,IS qT 111 6 11 NX] .T' �11T To re;eant LGWS-w5 114N'NL 4.O 11T 1E R[�OPICED FIRiSinlQ[ 'mu-7 iERTE. _ICN Q- �l'L`LF F'.Gf:eFRN:. LCbIIJ'C"C .: .. Yv 1WLIGWW iVpltQ fi6R1 IEHNEN dc.W J_ W ~ J—Np.4 BARS TACKWELD FRONT LONK'ITUDINAL BAR 1/8' MN. TACK FFOUR POINTS) TO ALL TRANSVERSE BARS FRONT DETAL OF TOP MAT TW81C High Pressure SadlumlMotal Halide CutuHWatl-Pak TYiR[C Jas „ ue.r { AM1C INS x r ..wL' 1WNIC i4Nk _TMiC 7144 T,IS qT 111 6 11 NX] .T' �11T To re;eant LGWS-w5 114N'NL 4.O 11T 1E R[�OPICED FIRiSinlQ[ 'mu-7 iERTE. _ICN Q- �l'L`LF F'.Gf:eFRN:. LCbIIJ'C"C .: .. Yv 1WLIGWW iVpltQ fi6R1 +d, Ni :rv,mw dc.W J_ W ~ m ~ �Q W w (DW Q u=i Z_ Q PROJECT NUMBER �F l� 36-04 �^A. ��M� PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION CLEAN-OUT AND FRAME Z 0 Df MAY 20, 2005 E WOOD SEAL SCALE -NTS o o Q jlIj ,z_n V a p/ a > W J U � J O C� a W " V O J II° U T,IS qT 111 6 11 NX] .T' �11T To re;eant LGWS-w5 114N'NL 4.O 11T 1E R[�OPICED FIRiSinlQ[ 'mu-7 iERTE. _ICN Q- �l'L`LF F'.Gf:eFRN:. LCbIIJ'C"C fAAlrNVAI L/fiWmNa° MIVTM,C4A1..: AWMNnnsa....aw .+ixMa �^A. ��M� PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION CLEAN-OUT AND FRAME Z 0 Df MAY 20, 2005 E WOOD SEAL SCALE -NTS o o Q jlIj ,z_n V a p/ a > W J U � J O C� a W " V O J II° U C5.1 OF 8 T,IS qT 111 6 11 NX] .T' �11T To re;eant LGWS-w5 114N'NL 4.O 11T 1E R[�OPICED FIRiSinlQ[ 'mu-7 iERTE. _ICN Q- �l'L`LF F'.Gf:eFRN:. LCbIIJ'C"C J_ W ~ m ~ �Q W w (DW Q u=i Z_ Q PROJECT NUMBER �F l� 36-04 C5.1 OF 8 T,IS qT 111 6 11 NX] .T' �11T To re;eant LGWS-w5 114N'NL 4.O 11T 1E R[�OPICED FIRiSinlQ[ 'mu-7 iERTE. _ICN Q- �l'L`LF F'.Gf:eFRN:. LCbIIJ'C"C m }rye PROJECT NUMBER �F l� 36-04 C5.1 OF 8 iqIT SECTION A -A A TYPICAL REMOVE STRINGS, BURLAP FROM TOP 3' EARTH St Cur I ROUGHEN SIDES - OF PIT PLANT ON LINDISTI-PR SOIL, AS CLOSE AS TWICE BALL DIAMETER DRIVE (WF1132E APPLICABLE) -2k7 HARDWOOD STAKES (TYP. OF 3) -PLACE TOP OF ROOT BALL SLIGHTLY ABOVE SURROUNDING GRADE 4' MILCH - DO NOT MULCH AGAINST TRLINK OF TREE ) DECIDUOUS TREE PLANTING DETAIL C j SCALE•NTS �` _ ji�� TX2' kARDWOOD 11 wiSTAKES (TYP. OF 3) l M. ep MLLCk VI Do M_LCH AGAINST TRUNK nr- _rOF TWICE BALL DIAMETER E ) CONIFEROUS TREE PLANTING DET. SCALE -NTS \MLLCH ENTIRE ISLAND I� B , SCALC_N1T9 tGA. '-.OAK WOOD STAKES S, 16 GA DK AN. ti HOSE MD( < ROOTBALL—� RE TIE T WIRE TMW WATER BASIN THE 3' MLLCH, W1TH— PLANTING SALICER, AS SPECIFIED, DO NOT NI TEMAGAINST PIT r PIT PRIOR WATER TO MN. on DETAIL 0 - -TREE (M_LTI-TRLN ) •7 SI -BEDDED BARK MULCH ROOT BALL -FERTILIZER TABLETS FINISH GRADE SOIL MIX. SEE SPECIFICATIONS PLANNER (Current Development) ENGINEER (Current Development) _ SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIREI RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION MAY 20, 2005 Irf-IYOEL E. WOOD No, 20215 ' Ir6 otk r � N E SEAL W LU < I UQ lu tu D zo co Q MORETZ ENGINEERING TI J 1pN 1, S !H 11L11T' OF mC4Ev F Q`,_`NG nm 5 6lF1E-T TO I _. IL_ CO'rtnCA1T LL.S T.JS C1,WIN :1Ay ,pT B' R'WF R EL- R6INED `R'. IN Nv W T'i -H T TGE v,.TTEN P WISSiON CF'�NETJ EiJ,ZpiINS LU n m J)) Z Q = W M m Q Q C a F C6.1 OF 8 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION Mona MAY 20, 2005 �o °oa NNNu A PORTION OF LOT C a 476 SITE g _N ,04 . h Owe / / W A PORTION OF / / / o47 TMP 45C -3-B ! /,/ tY AE ESMT 8 . i I / ' 470.47 Q470� / 0. 4 P. 579 r'i \ A FOR / I / / / °o ✓ / OF LOT C / I / 1 I / 4" TREE p1 SUBMITTED LAND 11 I\ ,f�471.46 1\ �' / / VICINITYMAP .E a .7667 PIC. " �� \ a) WM I / \ ' J / \ \ LP /-C-0.79"N' V / GENERAL NOTES W a BUILDING "A" N Y 1 \ \\ L LOT AREA, 0.9133 ACRES d O $ w m ? . 2. CURRENT ZONING, C -I, AIRPORT PROTECTION OVERLAY DISTRICT 0 w R g m p \ �( EC. ENTRANCE CORRIDOR OVERLAY EXIST. GROUND COVER / ti \1 II 3. TAX MAP g PARCEL NUMBER, 045CO-03-00-00080 / I \ a z a" rREE/ \ EXIST. 3 0 �-� I \ 47155 yL \ 4. THIS SITE IS CONTRIBUTING TO TI -E RIO HILL BASIN WATER QUALITY H d BUSHES / O I / \ / \\ RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS, TMP 45-10483 EXIIST. TREES m PATRIOT BANK. N A \ / I \ I \� \\ \ y 5. PRO -ECT ADDRESS- 1010 GARDENS BLVD. o D.B. 2394 P. 133 PLAT \ I \ \ \ / t16. CHARLOTTESVILLE, VIRGINIA 22902 % �m D.B. 2394 P. 129 I / i / / ! \� \ \� 6. TOPOGRAPHIC INFORMATION FROM A SURVEY 8Y, D.B. 1676 P. 422 \ I 3 I i M ✓ THOMAS B. LINCOLN LAND SLRVEYOR INC. D.B. 1129 P. 676 I \ / \ \ / SDMH ( 1 I A / 671 BERKMAR CIRCLE INV OUT TOP I 1 I 4, \ Z CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 LOT D 460.52 470.72 1 G T -S63: 9i'26 \ / 6 0'03'"E BIF \ N15'e /Z 7. TEMPORARY BENC44 MARK (TBM) IS SURVEY CONTROL POINT GPS -I, \�. / 75 UaEUGt CO _ / „Y'0/O O� NAIL WITH FtA ETS) ELEVATION 47292 3 •�- - i 4" T EE •,2' \ ^ (SEE FLAN SHEETS) G Gl EXIST PAVEMENIT �` 6^ PVCTEL v�® ,JN V �T PED" o �#• TRE P LGl .�OGEU A> TQ BE REMOV INV IN © t \\ \°� 8. E'%JLL.DWG AREA, BUILDING- 675O.00t SO. FT. SDMH 0 7.472. ��,�r•L,���/� 3 O� \ @- 9. FLOOR AREA RATIO TO LOT • 1697% TOP %piCA NOT c1 r I SDMH SDMTOPH,-. vNJ ag1 \ \ P 47130 U TOP ab 10. CONTACT ADDRESS TOM FITZG62ALD \ GRADED EXIST CL QWB 471.10 470/96 O \ DEVELOPER 1908 EM ET ST1�T _ L I A PORTION OF TO BE REMOVED�rn P y I -J TRAY61 \ TMP 45C -3-B cT A`ti6 \\ Jul Cf� CHARLOTTESVILLE, VA 22901 0 \ X65' A p OFFICE- 434-293-5823 II rn FAX- 434-293-7550 3 \\ A PORTION 0 G, INV our \ v���� \\1y�E c PARKING ,✓ \ JAIL OXE ' OF LOT C 7.zo a / \ I 1 r 0.9133 AIC. C PROP, TEMPORAR G SDyI a `>\`aJ 'OFFICIAL DE7E37AMNATION OF PARKING FOR THE GARDENS SHOPPNG CBNTBY a z 0 I C4J CONSTRUCTION INV INT TQP \ \ EIUILDNG A (PIER 0 12,114 SF 67 PROVIDED \BUILDING "B" ENTRANCE/EXIT 465.aa 47N4 EULDNG B 16,834 SF 68 PROVIDED OUT BUILDING CI (HAMRICIO II,B80 SF 12 PROVIDED / \ eJe I II I a' I \ \ ':.'�`� BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED PATRIOT BANK (D) 3,350 SF 21 PROVIDED EXIST. s / LOKNF TACO BELL (E) 2,590 SF 73 PROVIDED F z Z \\ WM (�F�I -3 EWER SER - � 'J TOTAL 53,5)8 SF 275 SPACES PROVIDE W I I "Sll \ / \\ 4" TREE O \4I I = \I I w I j I ss \ ' _ 472.37 j cpppMr C8Nf62 PARKNG •4,75 SPACES PER g005F • 2ri4 TOTAL REQLR2� / \ (V yu j�dD1 q H II '3 \ 1-I�OPOSED TREE WADED AREA T / / �/ 12. ALL DIME7N510NS ARE MEASURED TO BACK OF CURB 4 d Q l./ TMP 45-104134 U TOC I 241 TECTION (TYP)LP BURGERBUSTERS. INC. UUU 470. J I / / LN -ESS QTFERWISE NOTT�. O W W D.B. 1120 P. 14 O I tl -//- - - ((� iiiiii __ 4" T o L My 76 I o ,- 13. PROPERTY NOT WITHIN IOO YR. ROOD ZONE. LOT E 458076 ', o // Y _ 'SILT FENCE C41 s� ❑TE �+ / r/ �/ NOp S 14. PROPERTY OVJPEZ JAMES AND VIRGINIA HAMR(CK, LLC U� O I (7YP•) JAMES 6 VIRGINIA H�AMRICK, LLC � � � \ ss� -� Ox? b1 `� � � MAGISTERIAL DISTRICTS RIO Q / I / 45C -SECTION 3 - MARCEL B CO / / / ✓ 16 MAXIMUM EMPLOYEES, 14 1C1 COMMERCIAL BUSINESS OR RETAILING a I / PARCEL IDI 045C0 -N3.00-000080 W m g5 / fY•� �1 '^ / 17. MAXIMUM LEIG44T OF STRUCTL.RE, 24 FEET W \ / SS / 18. ADJACENT PARCEL USES COMMERCIAL BUSINESS OR RETAILING V 11 I ` Q 19. NUMBER OF VICE STALL$ 15' VEPCO ESMT. I/ / N OJSS$se.5/S9 IM 20 -NO L EQUIPMENT I BE CORRIDOR. ON TLE ROOF QR 3 D.B. 1120 P. 307 \ jn j VIEW T_I-�1F„�`4'�(R2$pJ�N�CE 0" ACSA SANITARY � � ' � \N �S / I y 4" TRE�\ 26 NO CAR $TAgKMsy(l)VN.LL INGRES47r-7sFac I� p4q H / / / / 475.1 / TO PARKING SPACES. GRATE ° / 47p \ SEIWER EASEMENT a 40264 SS /�� ®yyV' VVMNWivi1 r DEVELOPMENT I� T INV IN I \\ \ _ �� / / > �q- CO J / LF� / A PHAL�-41L I / LP 458_64 33 I �i /P / �,3�3 ' bry/S`' / / / /' �''Oyyt.!\ 1 z z OT�, (6" MA RKim AREA // STUCCO 471 / / I / / S / / ' / / / 479.14% � � �tAP /\ � O L_IL p / 47�.12I� TOP I (( J I/ / / /' /' // ./ .\ J _ i LP+/�--� G SDMH 3 I. 9AN. , / / �� r O j LEGEND W O I IF / / S65'3T23"E / 457.4AV 04 r ¢� /p .. / SEWER SERVICE �•V / / i, ' / �� /�.,ly/�/ F- I w / 215. 6' I \ N sj' 70.4 + �EN // HP1't tRP� ^ry Sg r /(i1gp]✓ / i ,i PROPERTY LINE F- 00 V .�20' ACSA SANITARY - EXISTING CONTOUR ~ N ci qa7. a i 00 25' STORM S a PV /// / W - Z E�� S �C + SEWER EASEMENT SOP AREA NOT DRAINAGE / 4" T /� - - - - - - AL1 Cp m 1N / � / 78.3 D.B. 1157 P. 366 - - - - - - - - - - - EXISTING CURB = r� � O / / TOP GRADED LM N7 / r ' ✓ V Dq11 syr 277.17' MH '/ t �� \ //�//. /)a� C *� EXISTING EOP z O O N 2 66 9' 4 45 IN 4 T IST CURB 1 S`P O / % / / .05 24" RCP �� \ \ /ROP / 457f4i 447.4 20' ACS TO BE REMOVEI OP OJ �� q5 15 a 2. / / '� /l 1 I INV OUT 457.85 INV Ol� PIPE 36 E WATERLINE 10" VCP 47.6 N N 5 6$ / i I / / EXISTING STORM DRAINAGE n' N T VISIBLE �� 4� EASEMENT I INV IN 459.16 �<J n / _ 12" L ( - Wi t_I(. \\T PTE - � \\ /may O\��LI�_ I /._- 0 11123 P� 134 6L-�7-�� ` OJT '!••d ,�fi B3R -OHS -OHS EXISTING INDERGROIND ELECTRICAL X ui aV 1.25 1 I I \ I I I A _ 7WE� 'FNE4 J_/ ® W I I ' � \\1 ° G 64.22 Sed} 6.LOC' NOTE: -u0T u0T EXISTING LJNDERGROLND TELEPHONE W U.? \ RIO SSOC ATEB fAR P- W 4" TRE U 471. /� % SDMH \ PARCEL 10/ 06100-00.00-12300 4" TR E �A FH 47107 ,. 4., iR6E / I / I / TOP I I Y / ��!;,� _ �'� / 107,51 EXISTING TREE AREAS NOT DISTURBED. EXISTING GASLII�E MORETZ ENGINEERING 1 470.15 J7 i 437.56 G G / I \ _H I ( I I _ I I I -J.- I - I -% ° ;P i <TT.73 / 71.83 PAY PNON TR S / / us cenwmc is r e woaEmr (x'\ W W EXISTING WATERLINE of was*z eNr�esNc eNo a ,•rye .�� i ✓ / a� - ,FiE6 `"B T TO FELE x CGPYRRi1R ��,�'�-_C - -G- - - - - - - 10" PAR SS SS _A� Ta aiwa.6,eo INOT W _ - -- - - _-_�_L - -_ - _ _ 478.09 Ito EXISTING SEWERLIPEOP 9 FERM455iCN OF MOFETZ PED U{> yry - - i _ N ANI .4T .TH T TVE W 7EN 2 �•arv.rtirvf - - - - - - - - - --�,�s„�i-.�,•�,,.v,.• - - - - - - - _ - � � X TO BE REMOVED } Q ,•,,,x. _ ._ _" -477.3-( - GUARDRP BENCH CO TRO LPOINT GPSSURVEY o� , _r_- /--------------( -- = ❑ ❑ PROPOSED SILT FENCE M O Q NAIL WITH FLASHER. / -� I X -% PROPOSED TREE PROTECTION Q Q mN ELEVATION 472.92 475-- 15' GAS LINE ESMT, D.B. 1147 P. 579 _1 0 DENUDED LIMITS O LL M PROJECT "IMEER SCALE' I"=20' O SHEET NUMBER O 10 20 40 CI•I OF 8 CONSERVATION NOTES I. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE PLANT SCPFD[JLF KEY OTY. BOTANICAL NAME COM4OtN NAME PLANTING SIZE COO. SPACING MATURE SIZE • 10 yr✓ CANOPY AREA. SF TREES AR 6 Acer rdb 'Red 5U•et' Red Swat Red Mllple 3.1/7 Capper 0' HOOP B E B 40' O.C. MN 34' HT. / 510 n It. •• HF4 3 Hl Ic, m 1I 0 Moundn SNwbell 3-1/T CORpw 10' Height B E B 20' O.C. MN 29' HT. / 288 eq it. •• IN 7 Ilex x'N•' Rie R. 5te ' Nellie 5tevem Holly 3-1/7 CORpw 4'-5' Height B E B 5. O.C. t2' HT. / 44 aq ft. •• 5" -BS ICG 54 Ilex crerotO 'Green _WTre' Green Llssrce.,mal»se HOYy T Cdpw 8 E B 3'-0. O.C. MR 5' HT. / 16 sq tt. COVER OUTSIDE DRP -LINE OF TREES TO BE PRESERVED AND PROTECTED. PROVIDED FRONT AREA 3 TREES (AR/EXIST.) G G RATIO TO LOT, 808 IMPERVIOUS \ I LAWN Cantipepe Sod I AREA PROVIDED- LAI • 248.95 s4 ft. I SOD ALL DISTU 28ED AREAS NO LAND DISTURBING ACTIVITY SHALL BEGAN UNTIL THE TREE IBENCH MARK IS SURVE CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 F j� BYTHE v INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. SP IVWKr�AN APPROVED j blldll'IN-40 TRANS V,VALL MOUNT - Z HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF PARKING LANDSCAPE REQUIREMENTS LIGHT 1111 CONSTRUCTION MATERIALS AND SOIL SHAD- NOT BE PERMITTED WITHIN SpeeD>ee .7667 A,C. ` \ 3 THE OUTSIDE DRIP -LIME OF TREES TO BE PRESERVED AND PROTECTED. I TREE PER 10 SPACES LANDSCAPE REQUIREMENTS IMPERVIOUS AREAS MAILBOXES � ic REAR - 16 SPACES - 4 TREES EXISTING CONTOLI R PARCEL ID/ 045CO-03-00.000060 3, FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE FRONT - 9 SPACES - 2 TREES REAR PARKING AND TRAVELWAY AREA - 7,134 sq. it. IMPERVIOUS AREA- 190.84 0. FT, \ PAVE UT 3 DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED, SIDE - II SPACES - 3 TREES .74 4. TOXIC MATERIALS SHALL NOT BE STORED WITHIN ICO FEET OF THE PROVIDED REAR AREA 4 TREES (AP/HM) 58 INTERIOR LANDSCAPE REQUIRED AREA- 356.7 s4 ft, Q E/C3.1 OUTSIDE DRP -LINE OF TREES TO BE PRESERVED AND PROTECTED. PROVIDED FRONT AREA 3 TREES (AR/EXIST.) G G RATIO TO LOT, 808 IMPERVIOUS \ I -w-W- PROVIDED SIDE AREA 3 TREES (HM) AREA PROVIDED- LAI • 248.95 s4 ft. �\ 5, NO LAND DISTURBING ACTIVITY SHALL BEGAN UNTIL THE TREE LA2 - 216.08 sq. ft. TOTAL - 46503 s4 ft. �y�-�/� /���y� PROPOSED NMCG! WMe FENCN NG WAS BEEN INSTAI_UED BY THE CONT12ACT AD CANOPY CALCULATIONS Z 0)II D APP12OV D BY THE COUNTY ENGINEERIINGOP INSPECTED ANTECTIVE m I IILA4- win CN DEPARTMENT. AREA • 26,422 sq. It. II II in W 6. WHEN T12ENCHNG FOR ANY KIND OF UNDERGROUND WATER, SEWER, BURGERBUSTERS, INC. D.B. 1120 P. 14 Q Q v ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS CANOPY AREA REQUIRED - LL O NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND 26,422 x 0.10 (108) - Z642.2 s4 ft, 0 3r THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUJCS OF II ,v O 0 TREES SHALL MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE CANOPY AREA PROVIDED (10 yr. MATURITY) - I SHEET NUMBER ry TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY AR (Red Maple) 510 s4 ti. x 6 - 3,060 s4 ft. 8 ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER HIM (Mountain Sllverbell) 288 s4 it. x 3 - sq. ft. ROOTS OF TREES TO BE PRESERVED AND PROTECTED. IN (IN1911Ie Stevens) 44 sq. It. x 7 • 308 s II I TOTAL 4,232 s4 ft. 7. ANY DAMAGE TO THE CROWN, TRUNK, OQ ROOT SYSTEM OF ANY BE REPAIRED AREA DEFINED FOTO TREE TO BE PRESERVED AND PROTECTED SHALL IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS N N 3 II - ro LA5- EROSION E INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. II EXIST. 3 8. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TMP 45.10483 3 BUSHES O TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY 1( BANK, N A PUNCHING HOLES WITH AN IRON BAR EVERY 16 OVERPATRIOT THE ROOT ZONE D.B.2394 P. 133 PLAT _ / I i TI -E BAR SHALL BE DRIVEN 17 DEEP AND MOVED BACK AND FORTH IN D.B. 2394 P. 129 EACH HOLE UNTL THE SOIL IS LOOSENED. D.B. 1676 P. 422 II O.B. 1129 P. 675 3 TREE 9. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY PROTECTION II EROSION CONTROL MEASURE REMOVED DURING THE FINAL CLEAN -LP. I TIP. LOT D op 10. NO TREE WELLS AND/CR TREE WALLS ARE REQUIRED. EXISTING TREE _ s AREAS NOT DISTURBED. N 3 a NN IBENCH MARK IS SURVE CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 F j� A PORTION OF j blldll'IN-40 TRANS V,VALL MOUNT - A PORTION OF LOT C LIGHT 1111 SUBMITTED, LAND SpeeD>ee .7667 A,C. ` \ 3 OFFICE BUILDING "A" LANDSCAPE REQUIREMENTS IMPERVIOUS AREAS MAILBOXES � ic JA 50 -SEC TON 13 -PARCEL B C EXISTING CONTOLI R PARCEL ID/ 045CO-03-00.000060 \ \ COMMERCIAL BUSINESS OR RETAILING SLIGHT DUTY PAVEMENT REAR PARKING AND TRAVELWAY AREA - 7,134 sq. it. IMPERVIOUS AREA- 190.84 0. FT, \ PAVE UT 3 E/C3.1 EXISTING STORM DRAINAGE .74 J 58 INTERIOR LANDSCAPE REQUIRED AREA- 356.7 s4 ft, Q E/C3.1 EXISTING INDEPGRUN OD TELEPHONE G G RATIO TO LOT, 808 IMPERVIOUS \ I -w-W- Ind AREA PROVIDED- LAI • 248.95 s4 ft. �\ SS SS EXISTING SEWERLINE LA2 - 216.08 sq. ft. TOTAL - 46503 s4 ft. �y�-�/� /���y� PROPOSED NMCG! WMe 1 AR Z 0)II FRONT PARKING AND TRAVELWAY AREA • 4,640 sq. tt. m I IILA4- win CN 58 INTERIOR LANDSCAPE REQUIRED AREA, 232 sq It. TMP 45-10484 p II II in W w AREA PROVIDED, LA3 • 235 sq. It. BURGERBUSTERS, INC. D.B. 1120 P. 14 Q Q v LA4 • 233 sq ft. Mountain S)verbell LL O LA5 - 130 s4 tt• LOT E 0 3r LA6 • 394 sq. ft. II ,v O 0 TOTAL • 992 sq, ft. I SHEET NUMBER ry SIDE PARKING AND TRAVELWAY AREA • 2031 sq. ft. I 8 AREA PROVIDED- LA7 - Z137 64 ft. I N 33 II AREA DEFINED FOTO CANOPY AREA CALI. II - ro LA5- IBENCH MARK IS SURVE CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 F j� A PORTION OF j TMP 45C -3-B V,VALL MOUNT - A PORTION OF LOT C LIGHT 1111 SUBMITTED, LAND SpeeD>ee .7667 A,C. / -"DO NOT ENTER' OFFICE BUILDING "A" EXIST. GROUND COVER r EXIIST. TREES A PORTION OF LOT C II 11 12' ACCESS EASEMENT )R DUMPSTER� "TMP 45C.3-8 JCG e TO MATCH BLDC A PORTION OF 12 w r PORTION_ 4� OF •T C BUILDING "B" Q • 0.9133 AC. �• AL COMMEROAL ., • u a x I I I R VEPCO ESMT. 1120 P. 307 33 IN M - 1 AR • HM / P iRA STUCC I �'LP A 33 V LA7 b (6- M AREA WALL �� ' • O N (D - LP� s I }I 9 t- 56 83 E I �� LA 470 4T 2157 ® ! / 1 25' STORM DRAINAGE 717, ASEM NT TREE HI WAOSA ATERL NE PROTECTION C41 B 59114 EASEMENT TYP. 3 D.B. 1123 P. 134 PLAT 1 RIO ASSOCIATES LIMITED PARTNERSHIP ® Ww I 14" TR E { PARCEL IDI 06100-00.00.12300 470 "5 E (DA FHh 477.07" 4" TREE _I IJ�TRANS }8(UF 477 I I I I I _ _ _ =1 �P lt_I_ _I� _j "' 7318" LO 24" PIP 477.30 �9 MAY 20, 2005 - c• A/ SITE b• yeF SPA/ e�/e 2 V,VALL MOUNT - Q LIGHT 1111 SpeeD>ee w Q -"DO NOT ENTER' OFFICE £ *STOP*SIGN 4380 sq.. It. PROPERTY LINE ((--MES STOP BAR JA 50 -SEC TON 13 -PARCEL B C EXISTING CONTOLI R PARCEL ID/ 045CO-03-00.000060 ♦- COMMERCIAL BUSINESS OR RETAILING SLIGHT DUTY PAVEMENT WALL MOUNT -y EXISTING EOP LIGHT \ E/C3.1 EXISTING STORM DRAINAGE VEPCO ESMT. 1120 P. 307 33 IN M - 1 AR • HM / P iRA STUCC I �'LP A 33 V LA7 b (6- M AREA WALL �� ' • O N (D - LP� s I }I 9 t- 56 83 E I �� LA 470 4T 2157 ® ! / 1 25' STORM DRAINAGE 717, ASEM NT TREE HI WAOSA ATERL NE PROTECTION C41 B 59114 EASEMENT TYP. 3 D.B. 1123 P. 134 PLAT 1 RIO ASSOCIATES LIMITED PARTNERSHIP ® Ww I 14" TR E { PARCEL IDI 06100-00.00.12300 470 "5 E (DA FHh 477.07" 4" TREE _I IJ�TRANS }8(UF 477 I I I I I _ _ _ =1 �P lt_I_ _I� _j "' 7318" LO 24" PIP 477.30 �9 MAY 20, 2005 le 47146EE �-� VICINITYMAP ' N aN3 A LP FL c o8 GENERAL NOTES z g $ L LOT AREA- 0.9133 ACRES a1 O -> s m . C / � 2. CURRENT ZONING- C -I, AIRPORT PROTECTION OVERLAY DISTRICT „ \ / EC, ENTRANCE CORRIDOR OVERLAY 3, TAX MAP E PARCEL NJMBER, 045CO-03-00-000BO \ a a" TREE,/ 4, THIS SITE L4 CONTRIBUTING TO THE RIO HLL BASIN WATER QUALITY c 471.55 / RETROFIT N ORDER TO MEET WATER QUALITY REQUIREMENTS, m / )< 5. PROJECT ADDRESS, 1010 GARDENS BLVD, o CHLARLOTTESVLLE, VIRGINIA 22902 TOPOGRAPHIC INFORMATION FROM A SURVEY BY, v' 67T I MA B AS B. LINC CIOLNN LAND SURVEYOR INC. CHARLOTTESVILLE, VIRGINIA 22901 (434)-9744417 \ 6I- 0 03"E BIF / 7. TEMPORARY BHNCH4 MARK (TEM) IS SURVEY CONTROL PONT GPS -I, \\4" TT�7EE ( WITH SEE SHEETS) ELEVATION 472.92 ©\ i 8. BUILDING AREA, BUILDING, 6.750.00'- SO. FT. SED 40 rDUTY C3J \\,/ / 9. FLOOR AREA RATIO TO LOT - 16.978 EMENT \\ K). CONTACT ADDRESS, TOM FITZGEIRALD o DEVELOP62 1908 EMMET STREET Q \ CHARLOTTESVILLE, VA 22901 7 • Z 4' o OFFICE- 434-293-5823 1 ' n i` ,- 0`.. FAX, 434-293-7570 II v ICG \\ \\\ -TREE 6 PARKING, AR ®\476 �� "OFFICIAL DETERMINATION CF PARKING FOR THE GARD" SHOPPING CB•RER' � BOLDING A (PIER D 12,114 SF 67 PROVIDED \\ BUILDING B 16,834 SF 66 PROVIDED 2 \\ / BUILDING Cl (HAYRICK) 11,880 SF a PROVIDED ([1111 \ BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED PATRIOT BANK (D) 3,350 SF 21 PROVIDED a 3 \` \ PKNF TACO BELL (E) 2,590 SF 73 L ED Z •9 IN \\\� 4" TRE TOTAL 53,518 SF 275ES PROVIDED LU O ` 72.3 S40PPM CENTER PARKING • 475 SPACES PER • 254 TOTAL REOUREO O ((`111J\ i U 11 ALL DWENSpNS ARE MEASURED TO BACK OF CURB 4 11 Q +LP U-L.ESS OTHERWISE NOTED. O W 2 7R 11 PROPERTY NOT WIT14N 100 YR. FLOOD ZONE � RE � '(�} W. PPOPE32TY OWNER- JAMES AND VIRGINIA HAMRICK, LLC O Q E MAGISTERIAL DISTRICT- RIO TPEE16. MAXIMUM EMPLOYEES, 14LU PROTECTION C4A / \ 17' MAXIMUM HEIGHT OF STRUCTLRE, 24 FEET • m TIP. I8. ADJACENT PARCEL USE- COMMERCIAL BUSINESS OR RETAILING� G III Q i 4 ���� g. NLNneez OF SERVICE STALLS, 9 SERVICE STALLS 3 ICG Os ZO.NO MECHANICAL EOUPMBNT WIl1 � PLACED CN THE ROOF OR M � N VIEW FROM TI -E ENTRANCE CORRIDOR. AR 4" TREE\\ 2L 140 CAR $TACKING HILL BLOCK INGRESS/EGRESS TO PARKING $PACES. /�� 475.17 /3\ /�r7� -� Owv LIGHT DUTY f PAVEMENT E/C3.1 SEE NOTE J12#\ \ 4 H( U 10" b OWM AP/A� 479.14/ \ 141,.20 j �* D.B. 1157 P. 385 / jy- 4 LO 4 12" PAR 10" 0 0 476.83 .00 , � 10" LOC 56![� �70.. 476. �te¢.JJ 7.51 EXIST. VEGETATION TO REMAIN 10" PAR 478.09 JAPANESE ZELKOVA 3-1/7 - 4" CAL EMERALD GREEN ARBORVITAE 4' - 6' CORAL BEAUTY 'CONTONEASTER• GROUND COGOLD MOP VER PERIWINKLE GROUND COVER GULF STREAM NANDNA SCALE ) I"=20' iiia O 10 20 40 c• A/ SITE b• yeF SPA/ e�/e 2 ggggi Q 1111 LEGEND w Q W PROPERTY LINE )- EXISTING CONTOLI R p 6" BP 0470 o o Q/ / 47047 . 4 EXISTING EOP U) T 66616110. le 47146EE �-� VICINITYMAP ' N aN3 A LP FL c o8 GENERAL NOTES z g $ L LOT AREA- 0.9133 ACRES a1 O -> s m . C / � 2. CURRENT ZONING- C -I, AIRPORT PROTECTION OVERLAY DISTRICT „ \ / EC, ENTRANCE CORRIDOR OVERLAY 3, TAX MAP E PARCEL NJMBER, 045CO-03-00-000BO \ a a" TREE,/ 4, THIS SITE L4 CONTRIBUTING TO THE RIO HLL BASIN WATER QUALITY c 471.55 / RETROFIT N ORDER TO MEET WATER QUALITY REQUIREMENTS, m / )< 5. PROJECT ADDRESS, 1010 GARDENS BLVD, o CHLARLOTTESVLLE, VIRGINIA 22902 TOPOGRAPHIC INFORMATION FROM A SURVEY BY, v' 67T I MA B AS B. LINC CIOLNN LAND SURVEYOR INC. CHARLOTTESVILLE, VIRGINIA 22901 (434)-9744417 \ 6I- 0 03"E BIF / 7. TEMPORARY BHNCH4 MARK (TEM) IS SURVEY CONTROL PONT GPS -I, \\4" TT�7EE ( WITH SEE SHEETS) ELEVATION 472.92 ©\ i 8. BUILDING AREA, BUILDING, 6.750.00'- SO. FT. SED 40 rDUTY C3J \\,/ / 9. FLOOR AREA RATIO TO LOT - 16.978 EMENT \\ K). CONTACT ADDRESS, TOM FITZGEIRALD o DEVELOP62 1908 EMMET STREET Q \ CHARLOTTESVILLE, VA 22901 7 • Z 4' o OFFICE- 434-293-5823 1 ' n i` ,- 0`.. FAX, 434-293-7570 II v ICG \\ \\\ -TREE 6 PARKING, AR ®\476 �� "OFFICIAL DETERMINATION CF PARKING FOR THE GARD" SHOPPING CB•RER' � BOLDING A (PIER D 12,114 SF 67 PROVIDED \\ BUILDING B 16,834 SF 66 PROVIDED 2 \\ / BUILDING Cl (HAYRICK) 11,880 SF a PROVIDED ([1111 \ BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED PATRIOT BANK (D) 3,350 SF 21 PROVIDED a 3 \` \ PKNF TACO BELL (E) 2,590 SF 73 L ED Z •9 IN \\\� 4" TRE TOTAL 53,518 SF 275ES PROVIDED LU O ` 72.3 S40PPM CENTER PARKING • 475 SPACES PER • 254 TOTAL REOUREO O ((`111J\ i U 11 ALL DWENSpNS ARE MEASURED TO BACK OF CURB 4 11 Q +LP U-L.ESS OTHERWISE NOTED. O W 2 7R 11 PROPERTY NOT WIT14N 100 YR. FLOOD ZONE � RE � '(�} W. PPOPE32TY OWNER- JAMES AND VIRGINIA HAMRICK, LLC O Q E MAGISTERIAL DISTRICT- RIO TPEE16. MAXIMUM EMPLOYEES, 14LU PROTECTION C4A / \ 17' MAXIMUM HEIGHT OF STRUCTLRE, 24 FEET • m TIP. I8. ADJACENT PARCEL USE- COMMERCIAL BUSINESS OR RETAILING� G III Q i 4 ���� g. NLNneez OF SERVICE STALLS, 9 SERVICE STALLS 3 ICG Os ZO.NO MECHANICAL EOUPMBNT WIl1 � PLACED CN THE ROOF OR M � N VIEW FROM TI -E ENTRANCE CORRIDOR. AR 4" TREE\\ 2L 140 CAR $TACKING HILL BLOCK INGRESS/EGRESS TO PARKING $PACES. /�� 475.17 /3\ /�r7� -� Owv LIGHT DUTY f PAVEMENT E/C3.1 SEE NOTE J12#\ \ 4 H( U 10" b OWM AP/A� 479.14/ \ 141,.20 j �* D.B. 1157 P. 385 / jy- 4 LO 4 12" PAR 10" 0 0 476.83 .00 , � 10" LOC 56![� �70.. 476. �te¢.JJ 7.51 EXIST. VEGETATION TO REMAIN 10" PAR 478.09 JAPANESE ZELKOVA 3-1/7 - 4" CAL EMERALD GREEN ARBORVITAE 4' - 6' CORAL BEAUTY 'CONTONEASTER• GROUND COGOLD MOP VER PERIWINKLE GROUND COVER GULF STREAM NANDNA SCALE ) I"=20' iiia O 10 20 40 Z Q LEGEND w Q W PROPERTY LINE )- EXISTING CONTOLI R W Z Q EXISTING CURB IN a U EXISTING EOP U) EXISTING STORM DRAINAGE OHE -OHE EXISTING UNDERGROUND ELECTRICAL Q -UGT UGT - EXISTING INDEPGRUN OD TELEPHONE G G EXISTING GASLINE -w-W- EXISTING WATERLINE MORETZ ENGINEERING SS SS EXISTING SEWERLINE �y�-�/� /���y� PROPOSED NMCG! TUS olzn IS TI lup W" OF,.,OpETZ FJ.6 EF9 twDS :I OT TO FEP314 CQ II T CANOPY AREA LINEw W$ T, pP.M M4T N T Q wl ISu o T e°v¢,Th'r�EN I�an„ssluv of nhpaerz m m win Red Sunset Red Mapte � mm Q Q Q v Mountain S)verbell LL O PROJECT NUMBER ,v 1491119 Stevens Holly 36-04 SHEET NUMBER E) Green Lustre Japanese Holy CI.3 OF 8 P BENCH MF CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 DRAINAGE SUMMARY TABLE STRUCTURE a DESCRIPTION LENGTH INV. IN INV. OUT SLOPE REMARKS I I5" RCP 3' 468.00 467.85 5.0% 1- A PORTION 4 OF LOT C SITE c q76 A A PORTIOIN OFP/('��1 ESMTTMP 45C -3-B I// 47047 �e7"7G.7t'�D.3 4 P. 579 / A PORTION Q NOF LOT C / / " /y 11 SUBMITTED LAND 11 I\ ,/ 47146EE 1\ VICINITYMAP -E .7667 A1C. / \ 10 c �' C cm m W M I \\ \ \ LP / 0) 8 5 6 tl GENERAL NOTES LU BUILDING "A" L LOT AREA' 0.9133 ACRES D $ / I \\ / \ ii L) 18 m N \ \�/. / I I ¢ 1\ \\ \\ ro\/� / 2. CURRENT ZONING' C -I, AIRPORT PROTECTION OVERLAY DISTRICTLL Y 3 `/ EC. ENTRANCE CORRIDOR OVERLAY EXIST. GROUND COVER ti -71)II \ \\ p°q /� / 3. TAX MAP & PARCEL NUM8 BER' 045CO-03-00-000o EXIST. < O I y I \ \ 4" TREE \ y \ 4. THIS $ITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY r III" �\�,l 471.55 \ 3 RETROFIT N ORDER TO (�T WATER QUALITY REQUIREMENTS, TMP 45-10483 I(� ; \\ BUSHES EXIST. TREES ° II / \\� \\ � \ ST 5, PRO.ECT ADDRESS 1010 GARDENS BLVD, o = PATRIOT BANK, N A D.B. 2394 R 133 PLAT d I \\\ I / / / II I \ \ \ EN CHARLOTTESVLIP, VIRGINIA 22902 o D.D.B. 1676 394 P 622 1 \\ / I / \ ' / THOMAS B. LINCOLN LAND SURVEYOR INC.C INFORMATION FROM A BYE D.B. 1129 P. 678 I \ 3 1 // MIf EASEMENT \ 'l // \� \ \ 6CHARLOEPTTES ILILEVRGINUI 22901 (434Y974-1417 SDMH I I INV OUT TOP 1 I T E I FOR DLMPSTE�Z " \ / 2 a6o.52 47o.7z1 PROTE TION < 6 ' /c BIF \ 7. TEMPORARY BENCH MARK (TENT) IS SURVEY CONTROL PONT GPS -I, LOT D s - ; G O1I77.75'JGEUGZco / 4" T EE WIRTAHN SN37. ELEVATICNJ 47292 \\ \ T� I P "" ... c .,.\ ` ��^ 6" PVC `�Q 1 \ rn 8. BUILDING AREA- BUILDING, 6.750.00t SO. FT. / ^.1NV OUT TR T U v� \\\ 88.30 `� t \ PED\ c .�.�F- O J \ �a 9. FLOOR AREA RATIO TO LOT - 16.97% dU�.85 j SDMH O t -d72. A� SDMH SDMH J g1 \ 9+ TOP II U b / I TOP - �N6A \ ' 671.30 ; U �. TOP e \ b. CONTACT ADDRESS TOM FITZGERALD o ('_ 471.10 470,96 0 \ DEVELOPER 1908 EMMET STREET _ A PORTION OF - ��ae j �¢ CHARLOTTESVILLE, VA 22901 17 TRA TMP 45C -31-B 07 '�g `a�y'ti s a OFFICE' 434-293-5823 z 3 c 1.60 A PORTION 8' HDPE cr INv d" TREE o-6 �\ �. �F FAX' 436-293-7550 1 UI \ \ EXIST. SAN. 0 p \/"TREE 2. PARKING'Cl AIL OXFa1S 3 8 \ OF LOT Iv \SEWER SERVIi;E ��a�y� \471'4fy \\ I I TER \ \ 0.9133 AC. - - H-�p9,� - - � 46 3• _ Lrj. �p \® OFFICIAL DETH2ANN4 TION OF PARKING FOR THE GARDENS SHOPPING CENTER a > \ �� 3 g• HDpE\BUILDING "B" a M1.1, 2, y \� Nv ir�r p \ BUILDING A (PIER D YI,114 SF 67 PROVIDED Q 3/ T '1C' O� ass as �`� a ` • 5.0% �� BUILDING B 16,834 SF 68 PROVIDED UJiI / qlm I II OOMMERGIAL SLOPE ss ®. \ 45INY our BUILDING DI G Cl (SP�EE�) 6� SEF 34 PROVIDED v }" VI A F'RbPOSED ! 6ss9� `O m I 4 d0 12370 Sq. ;1. C5.1 SL TTED PATRIOT BANK (D) 3,350 SF 21 PROVIDED � �CAT @ASI c� / _ - - PKNF TACO BELL OE) 2,590 SF 73 PROVIDED ~ Z TOTAL 53518 SF 275 SPACES PROVIDED e K I 3 a. PROPOSED 8 INV. - 468. 7 ''� ` / \ U \� WM g 33 CLEAN-OUT C5J \ �/ \\ 4". TREE W O I ss 3 472.37 S(.1DpPplG CB+tIB2 PARKING • 4.75 SPACES PER 10005E •254 TOTAL RE{)l�2ED 0 a \4I I I I PROOF. 8' HDPE p'( 4j2' V TREE / / p/ Q U �,1 ° ROOF= DRAINAGE 4l °p� PROTECTION / Y2. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB 4 TUR EREILI 84 G 7 W pee )pe PROPOSED 4 ss C 4n.74 L / / IN.ESS OTHERWISE NOTED. S` „ 9 L.L.I BURGERBUP. 14 1 INC. 7 `� D.B. 1120 P. to 1, O g OFFS 47200 v SAN. SEWER 472.7 E / - -69 13. PROPERTY NOT WITHIN 100 YR. FLOOD ZONE. p INV OUT o ��b, .(k 4 2 _ _ �i •MIN. 2.0% $ / 458.76 ri b 43$0 Sq.. r S ❑ \ ,U, / 14• PROPERTY OWNER' JAMES AND VIRGINIA HAMRICK, LLC �-+ CJ Qp Q LOT E � G I. - PR SED FSE - 47'210 I SEE NOTE 22 3 c. TON? . y / AO OW 1 ss 11.2 p� s I5, MAGISTERIAL DISTRICT' RIO 10' HDPE JAMES 6 VIRGINIA HAAMPICK, LLC + \ CO 2 MR 2.05 I 45C -SECTION 3 -(PARCEL IS 4 / // / �{ 16. MAXIMUM EMPLOYEES- 14 SLOPE a I �I AS IRED I PARCEL 101 046CO-033-00.DODOBO I 3\ s S` j G _ ID COMMERCIAL BUSINESS OR RETAILING v \ s / / T7. MAXIMUM I-EIGIHT OF STRUCTURE' 24 FEET W p+ o \ 2• �'•�,"+T� I I I �� \) 3 / // / /-P / / / / I& ADJACENT PARCEL LJSE' COAMAERCIAL BUSINESS C92 RETAILING t I II II Q II 8' HDPE I / / , $�'4" p' 19. NIJAE'ER OF SERVICE STALLS 9 SERVICE STALLS / c�� 1 ROOF DRAINAGE ppb Z`' (51s, 3 3 STOR ATER 1 tss" / 20.NO MECHANICAL EQUIPMBVT WILL BE PLACED ON THE ROOF OR 33 O 15' VEPCO ESMT. bN / OJ \\ \ N VIEW FROM THE ENTRANCE CORRIDOR. DET N ION I I ' 1 472.0 D.B. 1120 P. 307 47200 ^.� � 4 /\a� / 4" T O\ A NO CAR STACKING WILL BLOCK NGRESS/F_GRESS TO PARKING SPACES I 6q O H / / / 675.7 `\ D N SEWER EASEMENT 55 i / / GRATE Ir- 470 b 4 2.64 / �� ®y,.y 22 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING I / / / i ^ SERVICE TAP PRIOR TO SEWER SERVICE INISTALLATIOAJ. CONTRACTOR TO ESUTITIUTIES YAND STS ORM DRAINAGETICAL CLEARANCE FROMAL1 OTHERI 1 1 'I I I r INV IN 470.60 / 9b PL / �\ i II -- - w A�PHALj / - / / \ a ((� LP �� P RKIN II' -i ' AREA / O y / / / / &P - / 6, M2 // / STUCCO I I I J / / 1 1 I SS / / / \ / i / 479.74/ \ 1 Q pll-- q / WALL SDMH I '�` / / / \\//� / L_ i II II�TI� TOP_ _ / / / /�.. W Q F //n- LP+/I" I G 0��y/�3 �. SAN. \ LEGEND J Q INV 0 T �9 O SEWER SERVICE I 565.3723"E 45746 ¢ /p 'So / R v /\ 1'/ �/ / �/ PROPERTY LINE t- NPAV�Mt;NtF NN1,1 j b 1/./97 '1�✓�� / 20' ACSA SANITARY - _. EXISTING CONTOUR W H // I / 7NV Maas 3SDMH EO / ORMNAGEM `'S Yeo// / i/jy/�/' 78.38C* D.B. E157 EASEMENT =___--_---- 1 0J / \a �� - EXISTING CURBLli / / L17• / / iOP TREE PROTECTION�47 8.38 D.B. Z _ INV IN ' i NV T SMH � `'� C �7/ EXISTING EOP Q �. 24" RC, ? ACS J� d9a 2.J i /I / / .53 i -�� ' WATERLINE 10" VCP a70P s /44066.6 % �� / EXISTING STORM DRAINAGE Q TT s6 EXISTING INV OUT 457.85 NVT VI BILE 4 p EASEMENT INV IN 459.16 / -OHE OHE EXISTING LNDERGROIND ( A 12" L FIRE HYDRANT _ ASEI123 P 134 6L SS � OJ / i/ 12 PAR E S NG ELECTRO L � I\1 /y _ i 476.83 UI \ \ IE� Iy - / / ®44, TRE moi' ® \ 40 // X110% 4 6 LOC -UGT -UGT EXISTING UNDERGROUND TELEPHONE / IIII RIO SSOC ATER -PAR P-\ _ SDMH \ / PARCEL IDI 06100-00-00-12300 40 19 E FH I 1'07 �' 4" -TREE i ��j gp-5'g -f^� / 10" G G EXISTING GASLI�E MORET2 ENGINEERING TGP ; I t;PAY I I I I I I I J =1 I --� L -L-' AN�� I ' -= wJ 71.83 'Up, -47T7-3 7.51 M Gp W W TWI mA,, � is T e aeq�erT ( _ PAY PNON _ - - - _ -__ _ TR g - _iii =' -T� m EXISTING WATERLINE a� T 70 F 4 coarwc^sr - �P _ G-•��- _ / / `� - --BSS SS SS EXISTING SEWERUNE W oa c u °w.�aF�m oz�i' c 10" PAR w Aw WAY wl w n Wsmrery -�+ _ 678.09 O DATE MAY 20, 2005 P a`V- - - - - - - - - - PROPOSED CLRB PE'm,u�« (7 M TZ ar, P •w+�rw•�u/ - _ - _ _ ..�^t+`il- - - 2'4T�ijyE.- - - - i' RAIL 1iJ g - - - - - -UARD - - - --- - - - 477 30-0 - - - - -GT n PROPOSED CONTOLJ2 N g Q - - - - l - - - - T NOTE, PROPOSED STORM DRAM Q Q ZQ m v ry 475--/ ALL UTILITY AND STOPMVVATE12 MATERIALS, SIZES, AND Q O INSTALLATION SHALL CONFORM TO THE SPECFICATIONS PROPOSED DRAINAGE BASH FL M AND DETAILS OF THE LOCAL AUTHORITY. -SS -SS- PROPOSED SEWERLINE PRO.ECT NJNVF:R SCALE I"=20 W W PROPOSED WATERLINE su�T-ONA.Av1BB2 i wrn 15' GAS LINE ESMT. O 10 20 40 ® 00 PROPOSED WATER METER D.B. 1147 P. 579 p�2' m PROPOSED SPOT ELEVATION C2.1OF- 8 1/2' P12EMOLDED EXPANSION JOINT WHERE WALK IS PERPENDICULAR TO CURB 6' I BITLIMINOUS SURFACING �o i CRUSHED STONE -' • • • ` '�" BASE COLRSE ' CONCRETE " CURB TYPICAL CURB SECTION FOR SCALE -NTS NOTE; CONTRACTOR TO BACKFILL CURBS AS SOON AS POSSIBLE TO AVOID PONDING OF WATER BEHIND CURB. GRADING -SCALE-NTS a u u u N N O W 9. 9. 9. TYPICAL STRIPING DETAIL SCALE -NTS COA ON SITE WHERE WATER DRAINS AWAY FROM WALK INTEGRAL WALK CURB DETAIL SCALE -NTS NOTES= 1. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 3. CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. I' PRIOR TO SEEDING OR PLANTING SIDEWALK 1/8" RAD. i'a \7 JOINT FILLBZ-1/2' PREFORMED HOLD DOWN I' FOR SEALANT EXPANSION JOINT '- 1/8" RADIUS 'v CONTRACTION JOINT FXPON.c;I0N Ir)l\IT nFTAll NOTES, APPLY NON -SLIP BROOM FINISH TO HANDICAP RAMP SURFACES BACK OF WALK BACK OF CURB (B.C.) FACE OF CURB (VARIABLE L NOT �FLOWLINE TO EXCEED 12:1) 5'-O' SECTION AA THROUGH FLOWLINF RAMP SURFACE a EXISTING WALK 11/4- PER I' (BEYOND) f 2. 21/21A LIGHT DUTY PAVEMENT J HANDICAP REFERED PARKING C3.IW/-5Q U TP PEDE TRIAN AT IV SCALE -NTS F �® PARKING ACCFSS� PARKING SPACE � ISL � SPACE 8'MIN 5' MIN 8'MIN. 8' VAN ACCESS NOTESS L TWO ADJACENT HANDICAP PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. 2 STRIPES FOR ACCESS ISLE AND PAINTED SYMBOL TO BE BLUE. HANDICAP PARKING DETAIL TYPICAL RAW SECTION ISOMETRIC RAMP -DETAIL FOR VAN SERVED SIGN R7 -8C PARKING (ONE SIGN TO READ 'VAN ACCESSIBLE") VAND MAXIMUM PENALTY HANDICAP SIGN DETAIL AND VAN r3II-Td SCALE -NTS \,�/ ACCESSIBLE HANDICAP SIGN DETAIL SCALE -NTS SCALE -NTS f It a !iii 6' HIGH GATE FRAME TO 13E 1 1/7 DIA. GAL PIPE W/ TLRN iJCKLE CROSS -BRACING, WITH CHAIN LINK FENCING, PROVIDE WOCD SLATS. PROVIDE LATCH MECHANISM AT CENTER. ATTACH ANCHOR ROD TO EACH GATE W/ HOLE DRILLED IN CONCRETE FOR SECL12NG GATES IN CLOSED AND OPEN POSITION NOTE I DUMPSTER ENCLOSURE ., BE 6' IN HEIGHT, TO B V MOTE, SEE STAKING PLAN FOR PAD DIMENSIONS .SECTION BAR 12" O/C DUMPSTER PAD DETAIL SCALE -NTS MAY 20, 2005 a pv > J W O Dz C�QW �0 (l� =A O v OO J DI o = U e li II I ` W WIDTH (W) N HT (H) J � 11 5' u2n' WQ H w~ w U7 W I'+ UD, Q NOTE; CONTRACTOR TO BACKFILL CURBS AS SOON AS POSSIBLE TO AVOID PONDING OF WATER BEHIND CURB. GRADING -SCALE-NTS a u u u N N O W 9. 9. 9. TYPICAL STRIPING DETAIL SCALE -NTS COA ON SITE WHERE WATER DRAINS AWAY FROM WALK INTEGRAL WALK CURB DETAIL SCALE -NTS NOTES= 1. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 3. CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. I' PRIOR TO SEEDING OR PLANTING SIDEWALK 1/8" RAD. i'a \7 JOINT FILLBZ-1/2' PREFORMED HOLD DOWN I' FOR SEALANT EXPANSION JOINT '- 1/8" RADIUS 'v CONTRACTION JOINT FXPON.c;I0N Ir)l\IT nFTAll NOTES, APPLY NON -SLIP BROOM FINISH TO HANDICAP RAMP SURFACES BACK OF WALK BACK OF CURB (B.C.) FACE OF CURB (VARIABLE L NOT �FLOWLINE TO EXCEED 12:1) 5'-O' SECTION AA THROUGH FLOWLINF RAMP SURFACE a EXISTING WALK 11/4- PER I' (BEYOND) f 2. 21/21A LIGHT DUTY PAVEMENT J HANDICAP REFERED PARKING C3.IW/-5Q U TP PEDE TRIAN AT IV SCALE -NTS F �® PARKING ACCFSS� PARKING SPACE � ISL � SPACE 8'MIN 5' MIN 8'MIN. 8' VAN ACCESS NOTESS L TWO ADJACENT HANDICAP PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. 2 STRIPES FOR ACCESS ISLE AND PAINTED SYMBOL TO BE BLUE. HANDICAP PARKING DETAIL TYPICAL RAW SECTION ISOMETRIC RAMP -DETAIL FOR VAN SERVED SIGN R7 -8C PARKING (ONE SIGN TO READ 'VAN ACCESSIBLE") VAND MAXIMUM PENALTY HANDICAP SIGN DETAIL AND VAN r3II-Td SCALE -NTS \,�/ ACCESSIBLE HANDICAP SIGN DETAIL SCALE -NTS SCALE -NTS f It a !iii 6' HIGH GATE FRAME TO 13E 1 1/7 DIA. GAL PIPE W/ TLRN iJCKLE CROSS -BRACING, WITH CHAIN LINK FENCING, PROVIDE WOCD SLATS. PROVIDE LATCH MECHANISM AT CENTER. ATTACH ANCHOR ROD TO EACH GATE W/ HOLE DRILLED IN CONCRETE FOR SECL12NG GATES IN CLOSED AND OPEN POSITION NOTE I DUMPSTER ENCLOSURE ., BE 6' IN HEIGHT, TO B V MOTE, SEE STAKING PLAN FOR PAD DIMENSIONS .SECTION BAR 12" O/C DUMPSTER PAD DETAIL SCALE -NTS MAY 20, 2005 a pv > J W O Dz C�QW �0 (l� =A O v OO J DI o = U e li II I ` W J � WQ H w~ w U7 W _1 Q MORETZ ENGINEERING ,3 TO FJ4L Cov W £ I LllS 11 1T 101 rWo tj n T IN nNYwa wnc,JT 7e wTT`v PE2MYa51pJ LG hgREl/ cTC'ry-pRl� r n m Q a V a J p PROJECT NIUMBER 36-04 C3.1 OF a VARIABLEBY THE AENGINEER ED BACKFILL MIN 8" CK LAYER OF GRAVEL GENERAL NOTES, L FENCE FABRIC SHALL BE A MNMM OF 32' N WDM FILTER FABRIC V -TRENCH FILTER FABRIC EXTENSION OF FABRIC AND WIRE INTO THE TRENCH 2 FUER FABRIC P BB MRA100 FABRIC OR BC BURLAP CANNOTTBE ff USED R 1 SILT FENCE 6 TO REVALE i FOR A PERIOD OF MORE THAN 30 DAYS 3. 5��AS i713NER ANGLE STEEL EK�ifr AO BE OF THE COMPACT® FILL POST POST WIRE MAINTENANCE NOTES - L FILTER BARRIERS SHALL Be INSPECTED MMIEDATELY AFTER EACH RAINFALL AND AT LEAST DALY DIEING PROLONGED RAINFALL. ANY REOL02M REPAIRS SHALL BE MADE IMMEDIATELY. 2 SHOUTI-E FAEN21C DECOMPOSE OR BECOME LD NECESSARY,, 7}E FABRIC SHALL REPLACED PROMPTLY PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER 3, SE DEPOSITS ASH ULDHE BE OED AFT�� EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY A. ANY 5EDNE T DEPOSITS REMAINING N PLACE AFTER THE SILT FENCE OR FILTER BARRIER S NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXSTNG GRADE. PREPARED AND SEEDED' ARY SILT FENCE SCALE -NTS 5MCBM PREPARATIONS L Sufi Water Oamol Mecoree To Be Imtdleo A000r6p To Plop 2 Areae To Be Seeded Shall Be pi And Spread With Available TopoM 3 Inches Deep Told 5091 Prepared Depth Stxk Be 4 Manes to 6 hi Deep, 3• Loose Rocks, Roots. And Other Obslruatlors Shall Be Removed Ram The 5,fabe So That They Will Not interfere With EetcldW t And MRintahahae Ot Vepetdbn. Surface For End Seedbed Prepadim At Rnle ed Gradei 5hi Shall Be Reasonably 5n=th And LNfanA 4. Fertilizer And Lire To Be Applied UMfi And Mined With Soak grip Seedbed Preparation - Nei. •..d. [ ,. o.Nl i5fijj 4.. SEEDING E SOL AMENDMENT MIXTURE - FROM SEPTEMBER I - APRT 10 2 POUNDS ANNUAL RYE GRASS Ca POUNDS HLFD BERMUDA L5 POUNDS U I-LLJ.ED BERMUDA 25 POUNDS K>IOa FBiT412ER M POUNDS UIESTCNE Q 2 POUNDS ANISUAL RYE GRASS OS POUNDS KILLED 1$2MDA I PcuNp L1V11 L Pah BBa DA 2 POUNDS SAWA GRASS 25 POUNDS 10-10-10 FERTILIZER 75 POUNDS U,£$TCYNE Work Line M o pyo See Charts For Specific Seoeana ReaaamendatlON Far Apply 4,000 bran• straw. Acthar -taw b/ taakihp WM Terrpi S.eakp oephat, mnII4 a a nAm ai ip tool. A ark win, bhadei »I a•aN FlraWt can be h•ed a a nita 0i tool itxdl» n grown, is Cat My adephaie• RON" (Wei Ano mich imleadNy falawtq Woman a ~ danapa TEMPORARY SEEDING SPECIFICATIONS GB,ERAL NOTES - I. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGNAL DIMENSIONS WHEN THE SEDIMENT HAS ACCLMALATEO TO 1/2 THE DESIGN DEPTH OF THE TRAP. 2, REMOVED SEDIMENT SHALL BE DEPOSITED N A SUITABLE AREA AND IN SUCH A MAKER THAT IT WILL NOT ERODE. 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY. 4, CONSTRUCTION OPERATIONS SHALL BE CARRIED CUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. / PLANT VIEW ` H ED STONE G7 FILTER Pi SKI N W OF 95 STONE SECTION A -A ORM INLET SEDIMENT TRAP SEEDING E SOL AMENDMENT MIXTURE, I POUND BROWN TOP MILLET 2 PONDS 1411 D BERMUDA 25 POUNDS 10-0-10 FLRTLIZER 75 POLNDS LN•ESTONE I POUND BROWN TCP MILLET 1 POUND HLL® BERMUDA 2 PCU DS SAWA GRASS 25 PONDS 10-10-10 FERTLO32 75 POUNDS LIMESTONE hum Appy 4,000 Aare 4raw. An Iii by toakNg -0 ofphdL mi a a n" an I hg b A ick wM b1 i 401 many 111 aa) be ,lied M a rr'iiah aC ilg taol tontine t gi b rot Uly odeahpa R110i roferirte dip mldh kINY003 y tila+Ap Wadi Or other aOrhaga SCALE -NTS 1 PUBLIC EXISTINGRIGHrT i a m N 0 +I ,'S�'� II Z- pk, GROUND 0 EL i OF / >S o. ism I:: ggm M �1~ n ED STONE G7 FILTER Pi SKI N W OF 95 STONE SECTION A -A ORM INLET SEDIMENT TRAP SEEDING E SOL AMENDMENT MIXTURE, I POUND BROWN TOP MILLET 2 PONDS 1411 D BERMUDA 25 POUNDS 10-0-10 FLRTLIZER 75 POLNDS LN•ESTONE I POUND BROWN TCP MILLET 1 POUND HLL® BERMUDA 2 PCU DS SAWA GRASS 25 PONDS 10-10-10 FERTLO32 75 POUNDS LIMESTONE hum Appy 4,000 Aare 4raw. An Iii by toakNg -0 ofphdL mi a a n" an I hg b A ick wM b1 i 401 many 111 aa) be ,lied M a rr'iiah aC ilg taol tontine t gi b rot Uly odeahpa R110i roferirte dip mldh kINY003 y tila+Ap Wadi Or other aOrhaga SCALE -NTS CONSTRUCTION SPECIFICATIONS L STOKE SIZE- USE 2' TO 3" COARSE AGGREGATE 2 LENGTH- AS ELECTIVE, Q)T NOT LESS THAN 50 FEET. 3, THICKNESS- NOT LESS THAN 6 NCI -E5, 4. WIDTH- NOT LESS THAN RLL WIDTH OF All POINTS INGRESS AND EGRESS 5 WA51-NGr WHEN NECESSARY Vi SHALL BE CHEWED TO REMOVE SFDNBNT PRIOR TO ENTRANCE ONTO P13LIC RIGHT OF WAY. WHEN WASHING 6 REQUIRED. IT SHALL BE DONE ON AN AREA STABLVED WITH ORU9HEI) STONE WHICH DRAWS MO AN APPROVED SEDNENT TRAP OR SEDIMENT BASK ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DII DITCH OR WATERCOURSE TI -ROUGH USE CF SMD BAGS. GRAVEL, BOARDS, OR OTHER APPROVED METHODS 6, MANTBJANCE- T -E ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDNENT CNTO RELIC RIGHTS OF WAY. THIS MAY REOIJRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES I 6® TO TRAP SED ENT. ALL SEDWENT SPLL®, DROPPED, WASHED, OR TRACKED ONTO RELIC RQ4TS OF WAY MUST BE REMOVED IMMEDIATELY. 7. FILTER FABZIC SHALL BE MI 500 OR EQUAL TEMPORARY CONSTRUCTION SCALE -NTS L Obtain Erosion Coni Plan Approval And Necessary Permits. 2. Prior To Gracing, Itstoll Required Erosion Control Devices, Including Ternpororry Construction Entrances, Silt Fence, and Tree PfafeotkoL 3. Grade In Accordance With Construction Docunents. 4. Install All Utilities And Storm Drainage Pipes With Basin Protection 5. Apply Seeding, Temporary Or Permanent, Or Other Types Of Stabilization As Regdred As Soon As Graded Areas Are Completed Or Where Work S110ps. 6. Complete Fine Grmdro 7. Install Clrb And Gwtter, 8. Place Stone Base Carse And Asphalt Paving. 9. Prepare All Disiubred Areas For Sewing Or Ground Cover. 10. Apply Permanent Seeding Ano Ground Cover. II. After Site Is Stabilized Ara Received, All ReceAll Temporary Erosion Control Dfevkxes Shall Be Removed Arid Those Dishrbed Areas Shall Be Si leoed. ANCE/EXIT SCHEDULE NOTE I. REMOVE ALL BARRERS UPON COMPLETION OF PROJECT. 2. PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. Seeding Mixture Species Rate (Ib/acre) Blend of 504 KY -31 tall fescue and 50% mixture 200-250 of two or (flare turf -type tall fe9ai69 a Blend of three a more turf type tau fescues 200-250 Seedino Dates Egn Winter Best, Aug. 25 - Sept. 15 Best --- Possible, Aug. 20 - Oct. 25 Possible, Feb. I Mor. 31 For quality Curt avoid spring seeding. Where grading is completed during late winter or spring, an alternative is to seed 30 Ib/rxxe Kobe lespedeza, keep mowed, prepare seedbed, and seed permanent mixture between Aug 25 and Sept. 5. Sall AmeaNnenta Apply Ilme and fertilizer according to soil tests, or apply 4,COO lb/acre ground agricultural IhTestore and 1,000 la/sore 0-10-10 fertilizer. 11d= Apply 4,000 Ib/ocre grain straw or equivalent cover of anther suitable mulch. Anchor straw by tacking with asphalt, roving, or noting or by crimping with a mulch anchoring tool. A disk with bodes set nearly straight can be used as a mulch anchorhg tool, Maintenance Fertilize according to sou tests or apply 40 b/arae nitrogen In Jan. or Feb., 40 b In Sept., and 40 to In Nov„ from a 12-4-8, 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during worm weather, as this Increases stall loss to dlsease. Reseed, fertilize, and mulch damaged crew immediately. Mow to a height of 25-35 Inches as needed PERMANENT SEEDING SPECIFICATIONS L All Erosion And Sedirnent Control Measures Shall Be Checked For Stability And Operation Following Every Run -Off Producing Ranfall But In No Case Less Than Orae Every Week, Any Needed Repairs Stall Be Made knmediately To Maintain All Procilces As Designed 2, Silt WIII Be Removed From Behind The Sin Fence AM At The Wei Protection Sediment Fence When It Becomes About 05 Ft, Deep At The Fence. The Sediment Fence Will Be Repaired As Necessary To Mointoin A Barrier. 3, All Seeded Areas Shall Be Fertilized Reseeded As Necessary, And Mulched According To Speciticotions To Maintain A Vigorous. Dense Vegetative Cover. MAINTENANCE SCHEDULE 3, BARRIERS SHIALL EXTEND AROUND TRUNK AS SHOWN, THEY SHALL ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT(l) FOR EVERY ONE INCH (r) OF TRUNK DIAMETER UNLESS OTT-ERWISE DETAILED, DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDIVIDUAL BASIS BY THE ENGINEER. ALL TREE PROT- ECTION BARRIERS SHALL BE INSTALLED PRIOR TO ANY GRADING OR OTHER LAND DISTURBING ACTIVITY. THEY SHALL BE CONSTRUCTED OF ORANGE POLEYETHYLENE TO DESIGNATE THE PROTECTED AREA AND PROTECT ROOTS, TRUVK AND CROWN OF THE TREE, EXAMPLE- 7x4' STANDARDS AND 1'x4' RAILS, AND ORANGE POLYETHYLENE LAMINAR FENCING 4. TREE PROTECTION ZONE SIGNS SPACED A MIN. ONE EVERY 300' THE SIZE OF EACH SIGN MUST BE A MIN. OF 2'x2' AND MUST CONTAIN THE FOLLOWING LANGUAGE - "TREE PROTECTION ZONE, KEEP OUT" TREE SCALE -NTS Cel_ DEAD TREES AND SCRUB GROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRF UNE. ON DETAIL bz v� b M 6' BARK MULCH PLACE BARK MUCH AT AREAS NOT PROTECTED BY BARRIER. Z O N > LU MAY 20. 2005 %N L O) J PUBLIC EXISTINGRIGHrT N C a m N 0 c Z- pk, GROUND 0 EL in 31 OF / >S o. WAY ggm M �1~ CONSTRUCTION SPECIFICATIONS L STOKE SIZE- USE 2' TO 3" COARSE AGGREGATE 2 LENGTH- AS ELECTIVE, Q)T NOT LESS THAN 50 FEET. 3, THICKNESS- NOT LESS THAN 6 NCI -E5, 4. WIDTH- NOT LESS THAN RLL WIDTH OF All POINTS INGRESS AND EGRESS 5 WA51-NGr WHEN NECESSARY Vi SHALL BE CHEWED TO REMOVE SFDNBNT PRIOR TO ENTRANCE ONTO P13LIC RIGHT OF WAY. WHEN WASHING 6 REQUIRED. IT SHALL BE DONE ON AN AREA STABLVED WITH ORU9HEI) STONE WHICH DRAWS MO AN APPROVED SEDNENT TRAP OR SEDIMENT BASK ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DII DITCH OR WATERCOURSE TI -ROUGH USE CF SMD BAGS. GRAVEL, BOARDS, OR OTHER APPROVED METHODS 6, MANTBJANCE- T -E ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDNENT CNTO RELIC RIGHTS OF WAY. THIS MAY REOIJRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES I 6® TO TRAP SED ENT. ALL SEDWENT SPLL®, DROPPED, WASHED, OR TRACKED ONTO RELIC RQ4TS OF WAY MUST BE REMOVED IMMEDIATELY. 7. FILTER FABZIC SHALL BE MI 500 OR EQUAL TEMPORARY CONSTRUCTION SCALE -NTS L Obtain Erosion Coni Plan Approval And Necessary Permits. 2. Prior To Gracing, Itstoll Required Erosion Control Devices, Including Ternpororry Construction Entrances, Silt Fence, and Tree PfafeotkoL 3. Grade In Accordance With Construction Docunents. 4. Install All Utilities And Storm Drainage Pipes With Basin Protection 5. Apply Seeding, Temporary Or Permanent, Or Other Types Of Stabilization As Regdred As Soon As Graded Areas Are Completed Or Where Work S110ps. 6. Complete Fine Grmdro 7. Install Clrb And Gwtter, 8. Place Stone Base Carse And Asphalt Paving. 9. Prepare All Disiubred Areas For Sewing Or Ground Cover. 10. Apply Permanent Seeding Ano Ground Cover. II. After Site Is Stabilized Ara Received, All ReceAll Temporary Erosion Control Dfevkxes Shall Be Removed Arid Those Dishrbed Areas Shall Be Si leoed. ANCE/EXIT SCHEDULE NOTE I. REMOVE ALL BARRERS UPON COMPLETION OF PROJECT. 2. PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. Seeding Mixture Species Rate (Ib/acre) Blend of 504 KY -31 tall fescue and 50% mixture 200-250 of two or (flare turf -type tall fe9ai69 a Blend of three a more turf type tau fescues 200-250 Seedino Dates Egn Winter Best, Aug. 25 - Sept. 15 Best --- Possible, Aug. 20 - Oct. 25 Possible, Feb. I Mor. 31 For quality Curt avoid spring seeding. Where grading is completed during late winter or spring, an alternative is to seed 30 Ib/rxxe Kobe lespedeza, keep mowed, prepare seedbed, and seed permanent mixture between Aug 25 and Sept. 5. Sall AmeaNnenta Apply Ilme and fertilizer according to soil tests, or apply 4,COO lb/acre ground agricultural IhTestore and 1,000 la/sore 0-10-10 fertilizer. 11d= Apply 4,000 Ib/ocre grain straw or equivalent cover of anther suitable mulch. Anchor straw by tacking with asphalt, roving, or noting or by crimping with a mulch anchoring tool. A disk with bodes set nearly straight can be used as a mulch anchorhg tool, Maintenance Fertilize according to sou tests or apply 40 b/arae nitrogen In Jan. or Feb., 40 b In Sept., and 40 to In Nov„ from a 12-4-8, 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during worm weather, as this Increases stall loss to dlsease. Reseed, fertilize, and mulch damaged crew immediately. Mow to a height of 25-35 Inches as needed PERMANENT SEEDING SPECIFICATIONS L All Erosion And Sedirnent Control Measures Shall Be Checked For Stability And Operation Following Every Run -Off Producing Ranfall But In No Case Less Than Orae Every Week, Any Needed Repairs Stall Be Made knmediately To Maintain All Procilces As Designed 2, Silt WIII Be Removed From Behind The Sin Fence AM At The Wei Protection Sediment Fence When It Becomes About 05 Ft, Deep At The Fence. The Sediment Fence Will Be Repaired As Necessary To Mointoin A Barrier. 3, All Seeded Areas Shall Be Fertilized Reseeded As Necessary, And Mulched According To Speciticotions To Maintain A Vigorous. Dense Vegetative Cover. MAINTENANCE SCHEDULE 3, BARRIERS SHIALL EXTEND AROUND TRUNK AS SHOWN, THEY SHALL ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT(l) FOR EVERY ONE INCH (r) OF TRUNK DIAMETER UNLESS OTT-ERWISE DETAILED, DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDIVIDUAL BASIS BY THE ENGINEER. ALL TREE PROT- ECTION BARRIERS SHALL BE INSTALLED PRIOR TO ANY GRADING OR OTHER LAND DISTURBING ACTIVITY. THEY SHALL BE CONSTRUCTED OF ORANGE POLEYETHYLENE TO DESIGNATE THE PROTECTED AREA AND PROTECT ROOTS, TRUVK AND CROWN OF THE TREE, EXAMPLE- 7x4' STANDARDS AND 1'x4' RAILS, AND ORANGE POLYETHYLENE LAMINAR FENCING 4. TREE PROTECTION ZONE SIGNS SPACED A MIN. ONE EVERY 300' THE SIZE OF EACH SIGN MUST BE A MIN. OF 2'x2' AND MUST CONTAIN THE FOLLOWING LANGUAGE - "TREE PROTECTION ZONE, KEEP OUT" TREE SCALE -NTS Cel_ DEAD TREES AND SCRUB GROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRF UNE. ON DETAIL bz v� b M 6' BARK MULCH PLACE BARK MUCH AT AREAS NOT PROTECTED BY BARRIER. Z O N > LU MAY 20. 2005 %N L O) J � N C a m N 0 c Z- pk, C 0 EL in 31 / >S oU� Q ggm M �1~ TwS � s r F >rz e1. T,- �_'- s D s bINFCr IDFEIR " YR.:,Ii ,e s1 T.,s ran wlrvr Mr,. n. oT Ixw^•D a v,xe s.lD 011.s iN ON` AGy WIT l,1 1 EWGRTEN EE ul L>- Uj Ll a y m 4 Q U a W o g 0 LL m PROJECT NLMEER 36-04 C4.1 of a J U / W Z O Q r-- H J Wzw W 00 a_ -T U7 U W TwS � s r F >rz e1. T,- �_'- s D s bINFCr IDFEIR " YR.:,Ii ,e s1 T.,s ran wlrvr Mr,. n. oT Ixw^•D a v,xe s.lD 011.s iN ON` AGy WIT l,1 1 EWGRTEN EE ul L>- Uj Ll a y m 4 Q U a W o g 0 LL m PROJECT NLMEER 36-04 C4.1 of a NO CURB AND GUTTER TO BE PAID FOR 4'-0" �IIIIIII®vNVil�ls Illlil!1����1 0 3/4' EXPANSION JOINT 55---1-/22""{ NN DETAIL 5' ili� 3 zrss 1�— "3. • • pi ••I • DETAIL C CATCH BASIN 1� • • �81.67iF SCALE -NTS ul NOTES, I. FOR CONSTRUCTION OF THE CATCH BASIN WALLS EITHER BRICK MASONRY OR CLASS A CONCRETE MAY BE USED. FOR CONCRETE THE WALLS ARE TO BE 6" THICK WITH A REINFORCING STEEL AREA OF 0.20 SO. FT. FOR BRICK THE WALLS ARE TO BE 8" THICK. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE CONSTRUCTION. 2, THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6" THICK CLASS A CONCRETE WITH A REINFORCING STEEL AREA OF 0.20 SO. N. PER FT. WIRE MESH MAY BE USED IN LIEU OF STEEL BARS PROVIDED A MINIMLM OF 0.20 SO. IN PER FT. IS MET. 3, FOR CONSTRUCTION OF THE CATCH BASIN LID, CLASS AA OF BETTER CONCRETE SHALL BE USED WITH REINFORCING STEEL AS SHOWN. 4. MORTAR SHALL BE TYPE S OR M. 5. IF DESIRED THESE-ITEMS_MAY _BE—PRECAST PRIOR TO INSTALLATION IN PRECAST STRUCTURES FOR ADDITIONAL DETAILS AND SPECIFICATIONS. 6. REINFORCING STEEL SHALL BE DEFORMED AND SHALL CONFORM TO AASHTO M31, GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M55 AND M221. 7, IF STRUCTURE DEPTH EXCEEDS 4'-6', METAL STEPS ARE TO BE PLACED ON WALL 8. WHEN IT IS NECESSARY TO PLACE A CATCH BASIN IN A RADIU5. THE FACE OF THE CATCH BASIN TOP SHALL CONFORM TO THE HORIZONTAL CURVATURE OF THE ADJACENT CURB WHEN THE RADIUS IS 100 FT. OR LESS. OTHERWISE, THE TOP SHALL BE RECTANGULAR WITH SQUARE CORNERS. IN ALL CASES THE BACK OF THE CATCH BASIN TOP SHOU.D FOLLOW THE SANE AUGNNAENT AS IT'S FACE 9. LIFT HOLES MAY BE PLACED AS NECESSARY. ALL LIFT HOLES N THE LID SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE IINSTALLATION. fALlmomA L/ONrlma- .-. ......-YWR1C 1WIIIC 1m5 FEATURES 6 SPFCIFIC4T1UN5 ...,. c O 0 100 Q MEN m a J TWR1C W J �J NIWWII4I1 Y11(ti\IIY.Ci WIJM � �, 10.1W.HvVIMCTPLiWgf h n .e NY I. vn w ~ WQ w (DLUW F=n Z_ Q 1 i I etin�Wt (y �, u,r wW wN 1 I I e ow ,1 w I a e na ORDERING INFGRMIATIIONy� .-. ......-YWR1C 1WIIIC 1m5 IWSle. ., ...,. c O 0 100 Q MEN m a J W W J �J Y �� INT IN WL n .e NY I. vn w puvYW� �' �Mv N rv..w'�+.an �a4rLba .nn a. Nn.. Ir.We min m m>�. EtlnlaTRPIVIM +n:v. N0.4 BAR$ T O.0 TTPIE'.AL 5'-4" 12" O.C. TYPICAL N0,4 BARS"' TACKWELD FRONT LONGITUDINAL BAR 1/8" MW. TACK FFOUR POINTS) TO ALL TRANSVERSE BARS FRONT DETAIL OF TOP MAT mit.,wit O.C. TYPICAL • FRONT DETAIL OF BOTTOM MA TWRIG Hip FTessure SLilmnVMo6a Halide Q Lod Wall FaL 1WflYC )M .-. ......-YWR1C 1WIIIC 1m5 IWSle. ., ...,. c O 0 100 Q MEN m a J W W N0,4 BARS"' TACKWELD FRONT LONGITUDINAL BAR 1/8" MW. TACK FFOUR POINTS) TO ALL TRANSVERSE BARS FRONT DETAIL OF TOP MAT mit.,wit O.C. TYPICAL • FRONT DETAIL OF BOTTOM MA TWRIG Hip FTessure SLilmnVMo6a Halide Q Lod Wall FaL 1WflYC )M .-. ......-YWR1C 1WIIIC 1m5 IWSle. ., ...,. c O 0 Q Q NKf.�dTMML4fM ax+axw•w.ntm^: �:. x; +n m a J W W J �J Y 1. ~ WQ w (DLUW F=n Z_ Q 1 i I (y - 1 I I ... .,y N .. 1WI11C 1PIM r 1{yplL liRM TWRIC i7W 1 .LW"' I L 1 CLEAN-OUT AND FRAME Lu Q 0 V) 0 MAY 20, 2005 SPIT SCALE -NTS o \ e Cp l° Z CD a p� > W J Lu W aw V )' d O rrr/// O Q U IA AI MON/A L/dNT/NO' c O 0 Q Q NKf.�dTMML4fM ax+axw•w.ntm^: �:. x; +n m a J W W J �J ~ WQ w (DLUW F=n Z_ Q (y MORETZ ENGINEERING 1us w. TZ is E 11 ANLL a v�Trz crueI.L . 111 s sleLwr To =�ceaA� covralart LAWS. iL0.5 OGAWIVG fdPT NO' BF I X,' I.' al OUT T A use :vnuouT T:e mwn.em rcm nssic« s wcwe � z �rcNrEuirK. 36-04 C5.1 OF a N O 0 Q Q Q m a W LL 36-04 C5.1 OF a SECTION A -A PARKING DRIVE (WHERE APPLICABLE) MULCH ENTIRE ISLAND PRUDE DEAD OR DAMAGED BRANCLES. DO NOT PRUNE - CENTRAL LEADER. 1 REMOVE STRINGS, WRE AND — BLRLAP FROM TOP V3 OF BALL 3• EARTH SAUCER CLT EDGE�% _ PLANT ON UJDISTIRBE SOIL, AS CLOSE AS TWICE BALL_I DIAfv�TER - 2x2• HARDWOOD STAKES (TYP. OF 3) -PLACE TOP OF ROOT BALL SLIGHTLY ABOVE S(.RROUNDNG GRADE 4• MULCH - DO NOT MUCH AGAINST TRUNK OF TREE 111 0111n, PLACE TOP OF ROOT 13ALL SLIGHTLY ABOVE SLRROUNDING GQADE OPIGNAL• ' +ilk /'�1=+11—II AMEND AS REGURED REMOVE BURLAP FROM TOP 1/3 OF BALL • . TWICE - ALL • DIAMETER E PLANTING DETAIL 2•xTx8' OAK WOOD STAKES Q 0 2STRANDS,� GA. DK. AN.RUBBE J 91�6 PLANTING MIXz LIMIT OF ROOTBALL GA. WIRE TIED TO WIRE X11\\111\1111,\\\ IIII111N\\\\---N TREE (M.LTI-TRUNK) WITH WATER BASIN AND BOTTOM HUUHIV D PAN 1 JGH THE HARD PAN FILL __—IIII III!r SHED ROCK. VERIFY PROPE12 I -E PLANT PIT PRIOR TO PLANTING PIT WITH WATER TO CHECK 8„ (TREES -GUYING AND B tiYr y. 3• MULCH, WITH r SET STEM AT PLANING SAUCER. I ryA`1 ORIGINAL GRADE AS SPECIFIED. DO `�/,� NOT M SNAGANSTti: — r r6• MNL -L4EMOVE BURLAP FROM TOP 1/3 OF BALL OQGNAL SOIL, AN.B•D AS REGIURED SHRUB PLANTING D 5CAIF-NT5 /•-o. TYPICAL PLANTING BED P SCALE -ITS 2• SHREDDED BARK MULCH ROOT BALL FERTILIZER TABLETS FINISH GRADE MIX. SEE SPECIFICATIONS MAY 20, 2005 of Tr .wireao 5 seen -0 E zCCPY.I�T LG1S.1N5 DPOWnG H.Y N T BE 11HCDXF1. 11.6-11 Oa Ull awM1,1 1� I.-Tt r .rFzir m W iy ~ W M IIZIIII M Q Q 7 0 LL PROJECT NLL13EP 36-04 SHEET NUMBER CV•I OF 8 ,dRATE L \� \ GR E \F \TOP \ 401.25 'ICH MARK IS SURVEY i'J'i'ROL POINT GPS -1. WITH FLASHER. LEVATION 472'.92 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION _ BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION I GENERAL CONSTRUCTION NOTES FOR SITE PLANS 5 t PRIOR TO ANY CONSTRUCTION WITHIN ANY EEXISTINIG pLBLIC RIGHT-OF-WAY, INCLUDINJD CONNECTION TO ANY EXI$TNG ROAD, A PERMIT SHALL BE OBTAPED FROM THE VIRGINIA DEPARTMENRANSPORTATION (VDOTL 5 THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE RE-OUIREMENTS OF THET. WHERE ANY \ D.B /4/ P. DISCREPANCIES OCCUR THE REOUIRENENTS OF THE PERMIT SHALL GOVERN. \ 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL M To CURRENT SPECIFICATIONS AND STANDARDS OF VDOT LN -ESS OTHERWISE NOTED, a 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCETHE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADINGOTHER CONSTRUCTION I WM 1 A. ALL SLOPES AND D15TL.RBED AREAS ARE TO BE FERTILIZED, 5 DED AND MULCHED.AXIMUM ALLOWABLE SLOPE OF 211 (-IORIZCNTALIVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLF 30 OR BETTER I �+ ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP 012 STABILIZATION MAT LINED DITCH MAY BE UF•OU12ED WHEN N THEN OF THE _ ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT vED NECESSARY N CRIDER TO STABILIZE A DRAINAGE CHgMEL,6 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VI�INIA MC -N1/ II LbEORM TRAFFIC CON R VI A_ FOR EXIST. Q TMP 45-10483 3 'BUSHES U 7. UNLESS OTU -PIPE -E NOTED ALL CONCRETE PIPE $HALL BE REINFORCEp PATRIOT BANK, N A l CONCRETE PIPE -CLQ$$ III. D.B. 2394 P. 133 PLAT D.B. 2394 P. 129 I \ \ 8. ALL EXCAVATION FOR UFOP THE CD IPE INSTALLATION MUST COMPLY D.B. 1676 P. 422 I \ \ WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 19261. D.B. 1129 P. 878 \ 3 SDMH I INV OUT LOT D 460.52 4700 721 /IIzL PED G \ A PORTION OF ESMT. TMP 45C -3-B S79 A PORTION OF LOT C SUBMITTED LAND .7667 AC. BUILDING "A" GROUND COVER If -EXIST. TREES A PORTION OF LOT C I / I / I / 4" TREE 0 6" 8P /r 47047 ( I I SITE 471 46 / VICINITY MAP II / LP / GENERAL NOTES 1. LOT AREA- 0.9133 ACRES 2 CURRENT ZONING, C -I, AIRPORT PROTECTION OVERLAY DISTRICT EC. ENTRANCE CORRIDOR OVERLAY \te\\ 3. TAX MAP E PARCEL NUMBER, 045CO-03-00-000BO n" rREE� 471.55 4. 114S SITE RETROFITIIN ORDERTOMEETOWTMATTE�R QUALIBASIN TY REQUTATREME3NTS. \< r5. PROJECT ADDRESS 1010 GARDENS BLVD. �\/ CHARLOTTESVILLE, VIRGINIA 22902 \ v 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY, 1 ASPHALT \ ✓\ / THOMAS B. LINCOLN LAND SURVEYOR INC. 1 IICONSTRUCTIOtIJ \ 671 BERKMAR CIRCLE I� ENITRANCE 1 0• "E �{ 2L CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 4 BIF \ NJ/�P�' 9 7. TEMPORARY BENCH MARK (TBM) S SURVEY CONTROL POINT GPS -I. -�\ 4'• T EE • PT�NO Q�FN O Ocs NAIL WITH FLASHER. ELEVATION 472.92 / TEL ( .. E t �2 \ VE (SEE PLAN SHEETS) EXIST PAVEMENT .31 / `.INv T PED SLP r / - TO BE REMOV �a�� PnUT J O� \ ' 6.750.00- SO. FT. 4btL8\ SDMH 1 0 TREE 0 �EU6T R) �D\\ �a o, \ s 8. BUILDING AREA- BUILDINGS + TOP id72 1�-t_ c1 s \\ \ /5a so CATCH ASN 9. FLOOR AREA RATIO TO LOT - 16.978 471.30 I 'e "' J ATEA NOT \ SDMH SDMH. SILT SACK \ GRADED EXIST CURB - ,.. TOP TOP r. O 10. CONTACT ADDRESS, TOM FITZGERALD A PORTTION OF TO BE R!EMOVED�G 47110 470AS o REVEL �-1 TRAYSV 0 \\ TMP 415C-3-6 Gr GENERAL CONSTRUCTION NOTES FOR EROSION CONTROL PLANS I 3 I \ A PORRQ ON �� U 5 \ \ \ A1AIL�OXEIS I \ \ ES -1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT / I \ 0.913:3 AC. \\]� CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINEp ACCORDING TO MINIMUM / \ \\ v 1 `z' v \\ BUILDIING . 104/ PROP, TERUCTIONR STANDARDS AND SPECIFICATIONS OF THE V��A�O��A����T NTR / ¢ 3 \ CONSTRUCTION HANDS AND VIRGINIA REGULATIONS VR 625-02-00 E3ROSICN AND SEDINEN7 CONTROL I 5s ,t REGULATIONS. I Cal ES -21 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE n PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO TI -E COMvENCEb$NT OF LAND �\ ` WM I (4I p 0 DISTLIO RBING ACTIVITY, AND ONE WEEK PROTO THE FINALL INSPECTION. I -3 \I ES -3, ALL EROSION AND SEDIMENT CONTROL VEASURES ARE TO 13E PLACE III II >\ 1 II I w I PRIOR TO OR AS THE FIRST STEP IN CLEARING.? E$-4, A CCPV OF THE APPROVED EROSION AND SEDIMENT CONTROL. PLAN TMP 45.10484 TO 1 SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. BURGERBUSTERS. INC. I 470 H II II3 I \ E ES -5, PRIOR TO COMiMEJCNG LAND DISTL12BRNG ACTIVITIES N AREAS OTHER D.B. 1120 P. u 1 INV OUT •,.J 0 THAN INDICATED ON THESE PLANS (INCULDINIG, BUT NOT UMTED TO, 1 458.76 - 6 OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT LOT E 4, ;Io IV �,y I 0 SILT � A, A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR RENEW L �"Ir� AND APPROVAL BY THE PLAN APPROVING AUTHORITY, /II (TYP•) JAMES 8 VIRGINIA HAMRICK. LLC E$-6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANl' ADDITIONAL Ill 4810 -SECTION X - PARCEL B EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIfvENTATION o. I�/) a PARCEL IDI 0461010-03.00-000080 \ AS DETERMINED BY THE PLAN APPROVING AUTHORITY. d I 1N 33 COMMERCIAL BUSINESS OR RETAILING \ ES -7, ALL ALL TTIINESDURINIG LLA�SAPE ND DISTURBINGTDRAIN ACTIVITIESES AND DVED URING SITE EW DWTPCL MIENS UMTS FINAL STABILIZATION IS ACHIEVED, 33 ES -8, DURING DEWATERING OPERATION$, WATER WILL BE PllMP� INTO gNAPP ROVED FILTERING DEVICE, 1 13' VEPCO EIMtT; I I 1 D.B. 1120 P. 307 - ES -9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN 47� - _ S0' ACSANITARY THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATEL SAM,' 1908 EMMET STREET 5 �Z CHARLOTTESVILLE, VA 22901 I444N666V OUT �" �Nap6� �\ o�, > OFFICE- 434-293-5823 7 20 \"XTREE II. PARKING FAX, 434-293-7560 \ 6 \ INV A(� � � � � 'OFFICIAL DETERMINATION OF PARKING FOR THE GARDENS 9•(OPP:JG CBNTB7 465.4 P EXIST. ASPHALT\\ BUILDING A (PIER p 12114 SF 67 PROVIDED 47 4 DRIVEWAY\\ / \ INV OUT BUILDING B 16,834 SF 68 PROVIDED BASIN INV T a �\� OU BUILDING CI (HAMRICK) 16880 SF 12 PROVIDED ICK (TYP.) \ .\ BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED \ \ \ \ PATRIOT BANG (D) 3,350 SF 21 PROVIDED PKNF TACO BELL (E) 2590 SF 73 PROVIDED SER - \ \ \OD TOTAL REE 5355 SF 275 SPACES PROVIDED ' _ \ 47 7 SHOPPING CENITBR PARKING 4 475 SPACES PER IOOOSF - 254 TOTAL REOURED � DPOSED TREE � AREA NOT YPJ +LP GRADED ✓ 12 ALL DIMENSIONS ARE MEASURED TO BACK OF CURB 4 DTECTION (TUNLESS OTHERWISE NOTED. 4" T 472.78i7N1 II. ✓ _ -SS M PROPERTY NOT WITHIN 100 YR. FLOOD ZONE. fJT Ox7 / JOp / r' PROPERTY OWNERS JAMES AND VIRGIWA HAMRICK, LLC ,G G MAGISTERIAL DISTRICT, RIO 16. MAXIMUM EMPLOYEES, 14 17. MAXIMUM HEIGHT OF STRUCTURE, 24 FEET 5S / 18. ADJACENT PARCEL USE, COMWERCIAL BUSINESS OR RETAILING s / N, NUMBER OF SERVICE STALLS, 9 SERVICE STALLS 3 / OJvs / 1 . +f 20.N0 MECHANICAL EQUIPMENT WILL BE PLACED ON THE ROOF OR / \\, IN VIEW FROM THE ENTRANCE CORRR. IDO H \NJ /SS I TR[�X- A NO CAR STACKING WILL BLOCK INGRESS/EGRESS; TO PARKING SPACES. / 4751 MAY 20, 2005 SEAL ENT %72'B�S � � \77✓/✓ ®lWV 22 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING / I \ \ / , / ri P`0ry / ✓ - - - - SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION. CONTRACTOR I I NV IN _ A PHALT _ _ ' \� �y 1�/ I \\ TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM LP (G� amu, x58.64 / ,IA / ti / q i _ UTILITIES AND STORM DRAINAGE. R11 -L- OTHER P PHA LP - 33 % �P / S / / / ✓ i DWM .� II _ 1'A2R3E'EA I/ �I G _(6MASTUCCO / CI II6' _ J i- yce�/4i1 P/NVEM ENt sB. RNCAVIZ TR N^NV / \ 4 z OAP472gWALSD19.14OQTOP LPT/G- qq . SAN. /s fa�I57T /SEWER SERVICE I � 2516' LEGEND O zUoa ti PROPERTY LINE OrL�IL' S4j /.! l✓L / / / +i '/ 33 DOE Of V > ;010 0' / y ✓20' AGSA SANITARY EXISTING CONTOUR O INV SDMH i �A NOT 25' STORM SS /✓/\4" ✓ i OC + SEWER EASEMENT ~ / / TOP i / ORMNAGE DS' / 4"11T/.i W 1- 24'• RC? 277.11 / - GRADED / BEM NT / 73.86//✓✓ 783 D.B. 1157 P, 385 --- �� \ N 66 09'34" INV IN NV T . EXIST CURB S'D O ` // / ", -- EXISTING ClR6 = , n J _0 cP / 457 5 447. a 20' ACS TO BE REMO MH JS n6B' /� / / 10' C + - - - _ _ _ _ _ _ _ W �J INV IIOUT 457,85 INV OUT PIPE - /F �`� -- (n 36' oP o / / / s3 / EXISTING EOP Z 0 U) NQ\\TI VIS18LF /_Na�� WATERLINE 10" VCP a7 6 J �N �5 4 2. r� D11M23 T P 134 LPL INV ISMS 459.16 �taJ JjSS>`'B / / i / / _ / CC \ \ - / ✓ 12/' PAR EXISTING STORM DRAINAGE G \�'-} EI J_/✓r-® \ IU I�X10% ,76.83 oRE HOES EXISTING UNDERGROUND ELECTRICAL X Q LU SDMH \\/ RIO SSOC ATES LL"itMMFFTT 99 PAR R- �j WV� 4" TRE TO �i gy,�w% 6- FLOC PARCEL IDI 06100.00-00-12300 4" TRE �i q 471. '� 11 UGT -UGT EXISTING UNDERGROUND TELEPHONE W LV i �IITOP / I 47001515I}}H�--- FH 471;07 a„ isE �' ///� i 476 NOTE. / p\1.83 I � I I I-� I_ I I - I.- _ '1 � �l - J �TRA•NS I .�( // � 7T7,3 i "/� � iZ7:S� -/;S / 10.. PAv P ON UP VJ z51 EXISTING TREE AREAS NOT DISTURBED. G - G EXISTING GASLINE G tr:.Y+..c�T.•.r� Il +N �.r.,.iN.,r4.r(N: - �s_�� _ _ _ i ✓ > - w - MORETZ E(�VGG "'-""^�++�cr•�"_ - _ -_ _ _ _ _ � " -_(`� �E6 w EXISTING WATERLINE saEci TO PED UP ti' - - - - - _ _ _ 10" PAR EXISTING SEWERLINE WAae e T .r,ew.r�r.a.r^e----------�_---------_-_- �47>r I RAIL -� 478,09---SS-SSiu5 mwrtwur nE wan. vea+isvc,+ cFTz osrr�,.r; U - _ _ - - - - - _ _ - - GUARD X TO BE REMOVED _-- (�--- - - - -' / ❑ ❑ PROPOSED SILT FENCE w O «. 475-_ Q O X- X PROPOSED TREE PROTECTION Q m DENUDED LIMITS LL _ (� / RECEIVED PROJECT NUMBER FS15' GAS LINE MT. SCALE: I"=20 '36-04 O.B. 1147 P. STI) -, O 10 20iii6mllii 40 '' T NUMIBER -„ NITVDtv�,'MENT CLI OF 8 /jPj)PnUA 6 Ie CONSERVATION NOTES I. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED PI ANT I;r.WFni II F KEY OTY. BOTANICAL NAME COMMON NAE PLMJTNG SIZE COND. SPACING MATURE SIZE • 10 Ke/ CANOPY AREA SF TREES AR 6 Acer IUXM 'Red Sonet' I Red Suue, Red NWIe • 3-1/7 Carper 10' Flei(nt B E B 40 O.C. MIN. 34HT. / 510 sq. ft. •• HM 3 Halesla ,Xnticolq I ~w SNwimll 3-I/7 Cooper • 10' -lei�t B E B 20 O.C. MIN 29' HT. / 288 M It. •. IN 7 Iles x 'Nellie R. Steven' I wlie Steven HW 3-1/2' Caliper 4'-5" NeIpM B E B IS' O.C. IT HT. / 44 sq. ft. •• SHRUBS ICG 54 nes crerroto 'Green Lustre' Green Lustre Jaa+eee Hol 7 Carper 24' MIN. HEIGHT B E B 3'-0' O.C. MIN 5' HT. COVER EXISTING GAS -INE \ w w AREA • 26,422 sq. rt. 6. WHEN TRENCHING FOR ANY KIND OF LI DERGROUND WATER, SEWER, LAWN I I I C4f ip" Sod CANOPY AREA REQUIRED - IMPERVIOUS AREAS SOD ALL 015TLREED AREAS 26,422 x 0.10 (10%) • 2,642,2 s4 tt. THE BAR SHALL BE DRIVEN 17 DEEP AND MOVED BACK AND FCQT14 IN D.B. 2394 P. 129 EACH HOLE UNTIL THE SOIL IS LOOSENED. D.B. +676 P. 429 9. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY D.B. 1129 P. 676 EROSION CONTROL MEASURE REMOVED DURING THE FINAL CLEAN-UP. 10. NO TREE WELLS AND/OR TREE WALLS ARE REQUIRED. EXISTING TREE LOT D _ s AREAS NOT DISTURBED. EXIST.N a BUSHES \I 3 3 TREE I PROTECTION TYP. 0 INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 3 2. 14EAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF PARKING LANDSCAPE REQUIREMENTS N CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN E STOP' SIGN 438(0 sq. ft. THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. I TREE PER 10 SPACES C3) HANDICAP REAR - 16 SPACES - 4 TREES 3. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE FRONT - 9 SPACES - 2 TREES LIGHT C DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. SIDE - 11 SPACES - 3 TREES 4. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE PROVIDED REAR AREA 4 TREES (APA -NA) a" 7R 47107 OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. PROVIDED FRONT AREA 3 TREES (AR/EXIST.) 47015 L- L �TORANS L�1-J xUP PROVIDED SIDE AREA 3 TREES (HM) 5. NO LAND DISTURBING ACTIVITY SHALL BEGAN UNTIL THE TREE J UP Q PROAANDTNCTIVE INSTALLED CANOPY CALCULATIONS Cf)Q SPECTED AND D APPROV D THE COUNTY ENGINEERING EXISTING UNDERGROUND TELEPHONE J DEPARTMENT. EXISTING GAS -INE \ w w AREA • 26,422 sq. rt. 6. WHEN TRENCHING FOR ANY KIND OF LI DERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTLER UTILITY SERVICE IS CANOPY AREA REQUIRED - IMPERVIOUS AREAS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND 26,422 x 0.10 (10%) • 2,642,2 s4 tt. PROPOSED CURB TI -E LIMITS OF CLEARING, TI -E SEPARATION FROM THE TRUNKS OF CANOPY AREA LINE TREES SHALL MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE CANOPY AREA PROVIDED (10 yr. MATURITY) - TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY AR (Red Maple) 510 sq. tt. x 6 - 3,060 s4 11. r m ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER HIM (Mountain SlIverbell) 288 s4 tt. x 3 - sq. ft. ROOTS OF TREES TO BE PRESERVED AND PROTECTED. IN 6491110 Stevens) 44 sq, ft, x 7 • 308 , REAR PARKING AND TRAVELWAY AREA - 7.134 sq. it. IMPERVIOUS AREA, 32.190.84 SQ. FT. TOTAL • 4,232 sq. it. 7. ANY DAMAGE TO THE CROWN, TRUNK OR ROOT SYSTEM OF ANY Q W QV TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED .74 ACRES IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES N THE 3 EROSION E SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS I INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. `v 8. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF RATIO TO LOT, 808 IMPERVIOUS TREES TO BE PRSHALL BE AND PROTECTED, SHABE AERATED BY TMP 45-10483 Green Lustre Japanese Holly PUNCHING HOES WITH AN IRON BAR EVERY 18. OVER THE ROOT ZONE PATRIOT BANK, N A 6 LAI • 84 ft. BE 2394 P 133 PLAT THE BAR SHALL BE DRIVEN 17 DEEP AND MOVED BACK AND FCQT14 IN D.B. 2394 P. 129 EACH HOLE UNTIL THE SOIL IS LOOSENED. D.B. +676 P. 429 9. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY D.B. 1129 P. 676 EROSION CONTROL MEASURE REMOVED DURING THE FINAL CLEAN-UP. 10. NO TREE WELLS AND/OR TREE WALLS ARE REQUIRED. EXISTING TREE LOT D _ s AREAS NOT DISTURBED. EXIST.N a BUSHES \I 3 3 TREE I PROTECTION TYP. 0 ff��r xLPi BENCH MARK IS SURVEY CONTROL POINT GPS -1, NAIL WITH FLASHER ELEVATION 472.92 AtPHALI I P RKIN LP AL 33 �6 MAI AREA STU N 4720 12 02CCO ll �ILPT WALL 3 S65'3T23"E T_ - 215.✓�6' ENTRANCE CORRIDPR PLANTS 5 � ARB PLANT REQUIREMENTS SHALL BE A PORTION THE PREDOMINATE SPECIFICATION. OF LOT C 5 A PORTION OF TMP 450.3-6 A PORTION OF LOT C SUBMIT -TED LAND .76(67 AC. BUILDING "A" EXIST, GROUND COVER r - EXIST, TREES A PORTION OF TMP 4!5C-3-6 A PORTION OF LOT C 0.9133 AC. BUILDIING "B" COMMAERCIAL 23701 sq. ft. WALL MOUNT - 3 LIGHT H PROPOSED N ' E STOP' SIGN 438(0 sq. ft. SpEASEMENT $ =die C3) HANDICAP a V^ PARCEL IN 045(CO-03-00-0000BO ♦I•DUTYJ COMMERCIAL BUSIlNESS OR RETAILING LIGHT C WALL MOUNT PAVEMENT STRIPING ❑ TRANS JJ E/C3.1 MSSOCIATES LIMITEI9 PARTNERSHIP PARCEL IDI 06100-00-00-12300 d TREFH a" 7R 47107 EXISTING CURB 47015 L- L �TORANS L�1-J xUP 47173 / -- 1 J J UP Q ` EXISTING UNDERGROUND ELECTRICAL Cf)Q 3 EXISTING UNDERGROUND TELEPHONE J G c EXISTING GAS -INE \ w w EXISTING WATERLINE MORETZ ENGINEERING LANDSCAPE REQUIREMENTS IMPERVIOUS AREAS .us WAww is T accaerrr. MAILBOXES PROPOSED CURB 4 CANOPY AREA LINE A1W T LGWS TMS WAwING Moi rAi 6E WS ar=lW WAYo.7a 7 oa TTE w am war w=T .� vurr.eN \ \ m r m Q Red Sunset Red Maple 9 REAR PARKING AND TRAVELWAY AREA - 7.134 sq. it. IMPERVIOUS AREA, 32.190.84 SQ. FT. LIGHT DUTY 3 Q W QV .74 ACRES PAVEMENT --I 58 INTERIOR LANDSCAPE RE(AUIRD AREA, 356.7 M ft. E/C3.1 `v m 36-04 AREA PROVIDED, 248.95 RATIO TO LOT, 808 IMPERVIOUS SHEET NUMBER \ Green Lustre Japanese Holly C1.3 OF LAI • 84 ft. LA2 • 216.08 sq. ft. WIA II 3 o -H 1 Z TOTAL - 465.03 sq. it. - `J AR 0)II FRONT PARKING AND TRAVELWAY AREA • 4,640 s4 ft. I LA4_ N 58 INTERIOR LANDSCAPE REQUIRED AREA- 232 84 It. TMP 45-10484 3 VV W AREA PROVIDED, LA3 - 235 s4 ft. BURGERBUSTERS, INC. O.B. 1120 P. 14 II LA4 • 233 s4 it. 0 LA5 • 130 s4 1t' LAT - 394 sq it. 39 LOT E I a a O TOTAL -9922 sqft. / n/ SIDE PARKING AND TRAVELWAY AREA - 2031 s4 ft. LL AREA PROVIDED, LA7 • 2,137 M It. I� II 33 AREA DEFINED FOR33 CANOPY AREA CALCI. CONIC. LA5_ 33 ff��r xLPi BENCH MARK IS SURVEY CONTROL POINT GPS -1, NAIL WITH FLASHER ELEVATION 472.92 AtPHALI I P RKIN LP AL 33 �6 MAI AREA STU N 4720 12 02CCO ll �ILPT WALL 3 S65'3T23"E T_ - 215.✓�6' ENTRANCE CORRIDPR PLANTS 5 � ARB PLANT REQUIREMENTS SHALL BE A PORTION THE PREDOMINATE SPECIFICATION. OF LOT C 5 A PORTION OF TMP 450.3-6 A PORTION OF LOT C SUBMIT -TED LAND .76(67 AC. BUILDING "A" EXIST, GROUND COVER r - EXIST, TREES A PORTION OF TMP 4!5C-3-6 A PORTION OF LOT C 0.9133 AC. BUILDIING "B" COMMAERCIAL 23701 sq. ft. 15' VEPCO ESNT. D.B. 1120 P.:307 y. "_J / \ LA7 b cr)rb • g� �pGE` 4" T 470.4 >/P VEM� SPNNVS 25'NSTORM 277.17' WALL MOUNT - 3 LIGHT 66 09'34" SpqeDee -'DO NOT OF=FICE E STOP' SIGN 438(0 sq. ft. SpEASEMENT $ =die r $TOP BEAR JAMES 6 VIRGINJIA HAMRICK. LLC 450 -SECTION 3 - PARCEL B a V^ PARCEL IN 045(CO-03-00-0000BO ♦I•DUTYJ COMMERCIAL BUSIlNESS OR RETAILING LIGHT C WALL MOUNT PAVEMENT LIGHT JJ E/C3.1 MSSOCIATES LIMITEI9 PARTNERSHIP PARCEL IDI 06100-00-00-12300 d TREFH 15' VEPCO ESNT. D.B. 1120 P.:307 y. "_J / \ LA7 b cr)rb • g� �pGE` 4" T 470.4 >/P VEM� SPNNVS 25'NSTORM 277.17' `i-�--- - /4\ 3 AS 66 09'34" TREEI�C4J20' ACSAWATERLINE C cm2 m'c N ;T n b PROTECTIO SpEASEMENT $ =die TYP.D.B. O D e a V^ 7123 P, 134 PLATRIO R2 w g mLL 0 2 _1� MSSOCIATES LIMITEI9 PARTNERSHIP PARCEL IDI 06100-00-00-12300 d TREFH a" 7R 47107 EXISTING CURB 47015 L- L �TORANS L�1-J xUP 47173 / -- 1 J J UP Q -oHE -OHE 24" PII 47.30 56 Myers Drive Cc ae/ J� h� LS SITE c q/6 z 1) 59 O � Rre r/e / II470 47 0° 7 DYf C / 47146EE l J� VICIN17YMAP `(D L/ / GENERAL NOTES 1 \v' I. LOT AREA- 0.9133 ACRES 2 CURRENT ZONING, C-1, AIRPORT PROTECTION OVERLAY DISTRICT 3 \ \ \/ EC, ENTRANCE CORRIDOR OVERLAY 3, TAX MAP E PARCEL NUMBER, 045CO-03-00-000BO z11 \ �,- TREE z / \/ 4. THIS SITE IS CONTRIBUTING TO TI -E RIO HILL BASIN WATER QUALITY ®� RETROFIT N ORDER TO MST WATER QUALITY REQUIREMENTS. / 5, PROJECT ADDRESS- 1010 GARDENS BLVD. CHARLOTTESVILLE, VIRGINIA 22902 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY- 2ACCESS \ THOMAS B. LINCOLN LAND SURVEYOR INC. EASEMENT 11 \ 671 EIERKMAR CIRCLE ' ff� \FOR DUMPSTER \ 68. 0'03"E / CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 42. BIR 7. TEMPORARY BENCH MARK (TBM) IS SURVEY CONTROL POINT GPSH, _ NAIL WITH FLASHER. ELEVATION 472.92 PROP. DUMPSTER K \ �4� THEE / (SEE PLAN SHEETS) PAD FOR BLDG A C3J \\Q� .31 AND BLDG B PROPOSED E 8. BUILDING AREA, BUILDING- 6,750.00* SQ. FT. T' HIGH WALL, BRICK LIGHT DUTY C3)\\� / 9. FLOOR AREA RATIO TO LOT •6.978 TO NA/ T BLDG PA INT \\ \ / 10. CONTACT ADDRESS, TOM FITZGERALD \\/ off• DEVELOPER 1908 EMMET STREET \ CHARLOTTESVILLE, VA 22901 s OFFICE, 434-293-5823 e ` 7 \\ ? >. OS; FAX, 434-293-7550 atr WAL COUNT ICG 1 \\\�i TREE IL PARKINIG� AR AR ��� \ 'OFFICIAL DETERMINATION OF PARKING FOR 11-E GARDENS SHOPPING CBNTEi7' a' - BUILDING A (PIER D 12114 SF 67 PROVIDED LA2 S ` ExloRivEw Av LT\\ BUILDING B 16.834 SF 68 PROVIDED BUILDING Cl (HAMRICK) 11,880 BE 12 PROVIDED �0 2 �\ BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED PATRIOT BANK (D) 3,350 SF 21 PROVIDED Q. ICG \\ �\ PKNF TACO BELL (E) 2590 SF 73 PROVIDED 1- @ 3 TOTAL 53518 SF 275 SPACES PROVIDED '1 AR �•p, IN 4" TRE SHOPPING CENTER PARKING 4.75 SPACES P6t IOOOSF •254 TOTAL REGIRRED ' /-. 472.37 PAVE., EN'f ✓ ICG / i /i YL ALL DIMENSIONS ARE MEASURED TO BACK OF CURB 4 E/C3J UNLESS OTHERWISE NOTED. LA7 27R E.�(13. PROPERTY NOT WITHIN 100 YR. ROOD ZONE. 14. PROPERTY OWNER- JAMES AND VIRGINIA HIAMRICK, LLC C5 3 . MAGISTERIAL DISTRICTS RIO SEE NOTE 1+21 TREE H Ki. MAXIMUM EMPLOYEES- 14 PROTECTION CAI g 17• MAXIMLWI-EIGHT OF STRUCTURE, 24 FEET 1 � HM b , TYP. / 18. ADJACENT PARCEL USE, COMMERCIAL BUSINESS OR RETAILNG 4 19. NUIVE®2 OF SERVICE STALLS, 9 SERVICE STALLS 3 ICG OS �\ 20,Np MECHANICAL EQUIPMENT WILL BE PLACED ON THE ROOF OR PAR 09 D0 4 12" PAR 476,83 ID10" LOC 476. �10 -14 .51 1 IN VIEW FROM THE ENTRANCE CORRIDOR. i AR " TREE 21. IN CAR STACKING WILL BLOCK INGRE$$fEC-KESS TO PARKING SPACE'. 475,17 3 Owv 22 CONTRACTOR TO VERIFY LOCATION APD ELEVATION CF EXISTING 3 / SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION. CONTRACTOR ICG b TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER ( OWM UTILITIES AND STORM DRAINAGE. MAP */\+ 0 14" f 20 -' 78.3j 20' ACSA SANITARY SEWER EASEMENT D.B. 1157 P. 366 EXIST. VEGETATION TO REMAIN JAPANESE ZELKOVA 3-1/2' - 4" CAL EMERALD GREEN ARBORVITAE 4' - 6' CORAL BEAUTY "CONTONEASTER" GROUND COVER PPMOP SHRUB ERIWINK E GROUND COVER N GULF STREAM NANDA SCALE: I"=20' 0 10 20 40 DATE MAY 20, 2005 SEAL `i-�--- - /4\ 3 N A C cm2 m'c N ;T n b 0919 $ =die LU O D e a V^ R2 w g mLL 0 2 _1� m `i-�--- - /4\ Q z IL LEGEND W Q W PROPERTY LINE F UI 0 - EXISTING CONTOUR W z Q EXISTING CURB LU U EXISTING EOP �( EXISTING STORM DRAINAGE Q -oHE -OHE EXISTING UNDERGROUND ELECTRICAL Cf)Q -UGT UGT - EXISTING UNDERGROUND TELEPHONE J G c EXISTING GAS -INE w w EXISTING WATERLINE MORETZ ENGINEERING SS SS EXISTING SEWERLINE .us WAww is T accaerrr. PROPOSED CURB • � T To TZ er+� woo e rt i0 a A`IG CANOPY AREA LINE A1W T LGWS TMS WAwING Moi rAi 6E WS ar=lW WAYo.7a 7 oa TTE w am war w=T .� vurr.eN vearrsslon cF Ma'=rz m r m Q Red Sunset Red Maple 9 w m m Mo1r1MountainQ Siverbell Q W QV LL cTi PROJECT NIUMBER `v Nellie Stevens Holly 36-04 SHEET NUMBER e Green Lustre Japanese Holly C1.3 OF 8 GRATE \� \TOP` \ 4,71.25 1 BENCH MARK IS SURVEY CONTROL POINT GPS -1, NAIL WITH FLASHER. ELEVATION 472.92 DRAINAGE SUMMARY TABLE STRUCTURE u DESCRIPTION LENGTH INV. IN INV. OUT SLOPE REMARKS 1 15" RCP 3' 468.00 467.85 5.0% 1 DATE MAY 20, 2005 111 11 A PORTION a \ R°Oa o~\ SITE 0 OO OF LOT C r q/bem z �•'C S9Up er/P iSr L F Z} No. 202 s' I ESMr TMP.46-3-BPORTC ON F//p azo 4i e�»70de o P�Fss/qG��� \ D2 4 P. 579 A PCDRTION°SEAL OF LOT C o / I I I y SUBMITTED LAND / 47146EE 1\ VICINITY MAP a 11119 WM .76647 AC. \\ �, � (� �1 \ LP �offidr 2 n �l \ \ / GENERAL NOTES 9 ° BUILDING "A" 1 \ P '° \ \ L LOT AREA, 0.9133 ACRES N $ \\ X �mLL. 2 CURRENT ZONINGS C -I, AIRPORT PROTECTION OVERLAY DISTRICT I IIEC, ENTRANCE CORRIDOR OVERLAY 1 / \ EXIST. GROUND COVER \ 3. TAX MAP E PARCEL NUMBER. 045CO-03-00-000BO 3 p zO Ir ` \ \ d" TREE \ \ 4. THIS SITE IS CONTRIBUTING TO THE WO HILL BASIN WATER QUALITY o EXIST. O 1 I \ 471.55 \ 3 2 RETROFIT N ORDER TO MEET WATER QUALITY REQUIREMENTS, TMP 45-10483 f/ 3 \�) BUSHES U EXIST. TREES O II \ \\ �® \ ST 5. PROJECT ADDRESS- 1010 GARDENS BLVD. PATRIOT BANK, N A \ I I \ \\ EN CHARLOTTESVILLE, VIRGINIA 22902 D.B. 2394 P. 133 PLAT I \\I I I1 I \\� \ .1 / �c D.B. 2384 P. 129 I \ � \ 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY, D.S. 1676 P. 422 3 Mpp 12' ACCESS \ 6THOMAS a UNCI LN LAND SURVEYOR Na D.B. 1129 P. 676 \ \ II EASEMENT` )' I/" \ / CHARLOTTESVILLE, VIRGINIA 22901 (434)•974-1417 RCLE EiDMH I .ff C INV OUT TOP I 1 I PROTE�TK I FOR DUMPSTE 2 \ INV O 470.72 1 I '�'' / 6 42 3 03"E E41F 4 7. TEMPORARY BENCH MARK (TEIM) IS SURVEY CONTROL POINT GPS -I, G - 177.75' GE GS O �F G LOT D ELEVATION 47292 -®' 3 `� G --_.- G J J CO �- / 4" T EE ^'t P \ SEN '^ (SEE PLAN SHEETS) b'\� 6" PVC `�Q 1 OJT \ '�r BUILDING- 6,750.00t SO, FT, / INV OUT SLP T y INV IN 8. BOLDING AREA. / NV C0 \ PED\ p TRE .AGF -U \" `/ 468.30 d6d \ \ 9• FLOOR AREA RATIO TO LOT •16.97% SDMH I v O / `, 147 30 -472. o 019'0 /_- I TOPH TOPH \\ 10. CONTACT ADDRESS- TOM FITZGERALD i( u _ 4709 o DEVE_OPEf2 1908 EMMET STREET �l FF,,� 't1= \ A PORTIION OF \ !' 471.10 \ H+TRA ° TMP 455C -B �� ^aa > d �¢ CHARLOTTESVLLE, VA 22901 Z Gr +y� r \aAyry d OFFICES 434-293-5823 �I ° u 4 1'� A PORITION 8. 4E y INv ' ^ c d`O \ �. o�,, . FAX, 434-293-7550 II \ 3 3 ° \ OF LCOT C \ SEXIST. SAN. GTINV OJyPARKWG� LJc \\ N1AaL�OXE\S I , \ _ YSEWER SERVICE ?A g? 47176n \ "OFFICIAL DETERMINATION OF PARKING FOR TI -IE GARDENS SHOPPING CENTER' °a T II TER 0.91331 AC. b 5' RCP �Q S \ \ BUILDING "B' 1O• �9^ y \ NV I rr ! P • 5.O% \ BUILDING A (PIE3R 0 12114 SF 67 PROVIDED 3/ T K' • gBS.gq 4� EXIST. ASPHALT BUILDING B 16,834 SF 68 PROVIDED nl OMMERCIAL MIN. 2. P DRIVEWAY r ILjV OUT BUILDING CI (HAMRICK) 11,860 SF 12 PROVIDED g / X 1 2370 6q. ft. SLOPE 4 A FR�\JPOSED � �� 455515%U BOLDING C2 (SPEEDEE1 6.750 SF 34 PROVIDED � 3IN4 I • 47210 C9I CATC2 $ASI _ PATRIOT BANG (D) 3,350 SF 21 PROVIDED a IAe G �/,���\\\ - PKNF TACO BELL (E) 2590 Sr- 73 PROVIDED ~ ' Z \m �� W b" ('f-�---; ` �4� 3 I i PROP. HDPE I PROPOSED 8 INV. •468. 7 c'� / / / \ TOTAL 53518 SF 275 SPACES PROVIDED U \ \ WM .'6. 33 WOOF DRAINAGE • CLEAN-OUT CAI \ ,/ ` O \\ 472.3 EE • Q O \VI I �\ II " I 6 so /� 3 \472.00 \ a j SHOPPING (ENTER PARKING 4.75 SPACES PER IOOOSF • 254 TOTAL REQUIRED Q 0 / \ \\ TREE / o Q X U „H _ \ pgRgT R $sem 4 PROTECTION / /� YL ALL DIMENSIONS ARE MEASURED TO BACK OF CURB 4 TMP 45-10484 tl 7 " 7474 +LP / / UNLESS OTHERWISE NOTED, jl )) W BURGERBUSTERS, INC. 7 f eCtCe� Pie PROPOSED 4' C�� q TRE D.B. ,120 P. 1a II ° q OFFR .00 v SAN. SEWER SERVICE 472.78F�� / � _ � -55 � 13. PROPERTY NOT WITHIN 100 YR. ROOD ZONE. �1 W INV OUT p>�p' p1ti 438(0 bq.q 2 ��S •MINI 20% $L PE" lye / i R 456.76 ,l �� SEE NOTE 22 3 C.OTE�+ OQ I4• PROPE3RTY OWNER, JAMES AND VIRGINIA HA.NRICK. LLC (J ® Q LOT E 0 PR SED FIFE - 47210 T m ox7 I 472,00 N'1 S1D` 6 MAGISTERIAL DISTRICTS RIO m zOE% / I AS TCS I JAMES 46C -SEC TON l3 HPARCEI 8 AMRICK C I \ \ \ \ a \O / �/ Kn MAXIMUM EMPLOYEES, 14 O ° MWM SLOPE a 1 1 PARCEL ID/ 045CO-03-00-000080 3 �/ °' / 17, MAXIMUM HEIGHT OF STRUCTL�- 24 FEET W g {p () 1 �1 II ;3 I COMMERCIAL BUSMESS OR RETAILING I Q \\ / / j P ry °q 2• TER 3 / LB. ADJACENT PARCEL USES j / /' _ COMMERCIAL BUSINESS OR RETALNG t U ill, ° < ICE I PROP. 8• HDPE: I I / .9.' d ^�C 19. N IM�2 SERVICE STALLS, 9 SERVICE STALLS `l ORAINAGIE y dd' s`' �- STOR ATER a3 0 r 1 1 / os 20.N0 O. IN)CVIEEW MECHANICAL EQUIPMENT ENTRE CLLOR�RIDOR CED ON THE ROOF OR 3 �j m 15' VEPCO ESN1T. O \ _ DET N ION I I - an.o D.B. 1120 P. Ao7 7200 .D I /INv \.sS / /I R \, - A NO CAR STACKING WILL BLOCK INGPESS/EGRESS TO PARKING SPACES. _ pN e4A H / 4" TR \ 475.1 470 SEWER EASEMENT 4 P64 5`' i \�/ ® / 22 CONTRACTOR TO VH11FY LOCATION AND ELEVATION OF EXISTING / ti / i\ //Y/ " _ SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION. CONTRACTOR I \ _ cf) / , _ h TO VERIFY SEWER S52VICE VERTICAL CLEARANCE FROM ALL OTHER tl II II / INV IN 1 I I \\ �b10. \ _ / 470.80 % p // py/Q ^'� � / �� - -- / .ate\ UTILITIES AND STORM DRAINAGE W ry P� �T/ AjpF KIN /-I 458_64 �� Q �• % 'L�b / \lel i� \A 4 0 tl I RKIN((�� II-' i LP - / 33 \ yQ LJ II AREA d8 / FTAP /\t 6 MA / / STUCCO (I '\ 1 / / s\y),-', �i 47944/ \ �z( I�d,I WALL SOP" J / l / / / 7� / /r6"/+ J \l - A T�ILPT/ 050 EXIS7. SAN. / �/ / / / / /�� LEGEND Q J A / I I I / I lNV O T �I1 SEWER SERVICE - y/ / / / PROPERTY LINE F.. S88.37'23"E 457.441 ¢ cy RCP Nyc` / / / / / / �� _ F- 0.4 + p70 0 OP P NVEME�V b. HN`S 1a _'�1�SANITARY - _ - - - _ _ - - _ = EXISTING CONTOUR �R I1J 0 N ySDMH E / DRMNAGEM Z �Y// 4 7�83/8C D.B.157 P. 386 EXISTING EOP Lu TOP TREE PROTECTION / BEM NT / .e6//� z _ za" RCP �-� \ 4" INV IN �' .� EXISTING STORM DRAINAGE I\ /SOP % 457 447, 4 20' ACB TOP , OV �� dE ^g d 2. �� / / .53 / INV IIouT 457.85 N vT OUT V S+BLe / �4 3TC EXISTING - WATERLINE 10" VCP 47.6 / -oHE -oHE EXISTING LNDERGROUJD ELECTRICAL Q EASEMENT INV IN 459.16 �P d / 1� L / Dil - / 0�\ FRE HYDRANT D. !1127 P 134 PL SS- J / % // 1 PAR y I I I - E� � jl �� IU I f-®a76.e3 -OGT -OGT EXISTING UNDERGROUND TELEPHONE /n /I / / ® TO1 �0 6a� o� Loc c c EOOSTING GASLG� v RIO SSOC ATES RAR P- y W a• TRE 671.1. �- � % . ' � i 476. SDMH \/ PARCEL IDI 06100-00.00-12300 4 TRt IE FH I 471:07 4•• -REE / i Qy7,S` ./"� w - w EXISTING WATIERI- E / 70.151 / 8 v/ / 10 MORET2 ENGINEERING -NNTOP \ 1 I _-TZ i'dTT7$ i i i 7.51 ,us ocawr4 ,5 *�avoaec*. / %11 1.83 pAY P'ItON9 I I _ - I I I ..L- I --I 'I 'TRAMS - ' U/ i _ ' i w SS 55 EXISTING SEWE3RLINE "KT TO soucwr G �L ` Il - - _"gam_ - - - _ _ - - _ ^��a-�'-. _ - - _ - _. _ - _ - _ ._-G--'�`- - � , � _ - - - 478 09 R I O PROPOSED CURB r wr�`�`+ac�rz�=sc / a ..GG.. Cry-� Y W v yti. - - _ PED UP - - - b _ - - - - - - _ - PROPOSED CONTOUR N Y4 IjNE- --._-- 470- GUARDRAIL v m - - - _ - - - - - - - - - _ (- PROPOSED STORM DRAIN NOTE,I❑c PROPOSED DRAINAGE BASIN Q Q Q 475' - ALL UTILITY STORMWATER MATERIALS, SIZES, AND c�S / 15' GAS LINE ESIT, D.B. 1147 R 579 %'s 1 • •' �• •"� • DETAILS OF •AUTHORITY. • 10 20 40 -SS-SS- PROPOSED SE'W62UNE - W - W - PROPOSED VVATE 12LINE wm ® PROPOSED WATER METER 5 • p720o ' PROPOSED SPOT �VATION 36-04 SHEET NAA4BE( C2.1 OF 8 I/2' PREMOLDED EXPANSION JOINT VVI -ERE WALK IS PERPENDICULAR TO CURB I' RADIUS BITUMINOUS Slk2FACNG �o Li 1 A CRUSI-ED STONE • • r k - � BASE COURSE • 1 � • �, � CONCRETE h`=CLIPS TYPICAL CURB PARKING LOT CTION FOR SCALE -NTS NOTE CONTRACTOR TO BACKFILL CURBS AS SOON AS POSSIBLE TO AVOID PONDING OF WATER BEHIND CURB. TYPICAL I; AND GRADING SCALE -NTS 9' _ I _ 9' _ I 9' STRIPING DETAIL SCALE -NTS CON ON SITE WHERE WATER DRAINS AWAY FROM WALK INTEGRAL WALK E ?B DETAIL SCALE -NTS NOTES= I. A CONTRACTION JOINT P DEEP V IN THE CONCRETE SIDEWALK AT JOINT WILL BE REQUIRED AT 40' "I" � KCV'UIKCV INrICKt IIS NUEWALK JOINS ANY INCLUDING PROPOSED OR EXISTING BUILDINGS 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK, 3. CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. EXPANSION NOTES, APPLY NON -SLIP BROOM FINISH TO HANDICAP RAMP SURFACES BACK OF WAll L URB (B.C.)FACE OF CURB TO EXCEED<11 N V112:D r_FLOWLINE SECTION SAA THROUGH BOWLINE El RAMP SURFACE A - EXISTING WALK 1114' PER I' (BEYOND) ! 2?' - 21/21A L: 5'-0' LIGHT DUTY PAVFMFNT SCALE -NTS HANDICAP RAW wl u (W) J rycp WQ 6`10' I. ' uJ (n W II'+1 1.5' Q NOTE CONTRACTOR TO BACKFILL CURBS AS SOON AS POSSIBLE TO AVOID PONDING OF WATER BEHIND CURB. TYPICAL I; AND GRADING SCALE -NTS 9' _ I _ 9' _ I 9' STRIPING DETAIL SCALE -NTS CON ON SITE WHERE WATER DRAINS AWAY FROM WALK INTEGRAL WALK E ?B DETAIL SCALE -NTS NOTES= I. A CONTRACTION JOINT P DEEP V IN THE CONCRETE SIDEWALK AT JOINT WILL BE REQUIRED AT 40' "I" � KCV'UIKCV INrICKt IIS NUEWALK JOINS ANY INCLUDING PROPOSED OR EXISTING BUILDINGS 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK, 3. CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. EXPANSION NOTES, APPLY NON -SLIP BROOM FINISH TO HANDICAP RAMP SURFACES BACK OF WAll L URB (B.C.)FACE OF CURB TO EXCEED<11 N V112:D r_FLOWLINE SECTION SAA THROUGH BOWLINE El RAMP SURFACE A - EXISTING WALK 1114' PER I' (BEYOND) ! 2?' - 21/21A L: 5'-0' LIGHT DUTY PAVFMFNT SCALE -NTS HANDICAP RAW a J rycp WQ L: F-- uJ (n W S Q W Lu $ U 6 C M PARKING ACCE PARKING —� SPACE I AISLE SPACE I 8'MIN. 5' MIN. 8'MIN. 8' VAN ACCESS NOTESI I. TWO ADJACENT HANDICAP PARKING SPACES MAY SHARE A COMMON ACCESS AISLE 2, STRIPES FOR ACCESS ISLE AND PAINTED SYMBOL TO BE BLUE. � HANDICAP PARKING DETAIL f SEALER I/8' RAD. 'a 1\7 a JOINT FILLER -1/2' PREFORMED HOLD DOWN I' FOR SEALANT EXPANSION JOINT 1/8' RADIUS y CONTRACTION JOINT IMT f)P=T A II TYPICAL RAMP SECTION ISOMETRIC WHEIEL,CPAlR RAMP-DETAILAFOR li SCALE -NTS 0 VAN d - MAXIMUM PENALTY HANDICAP SIGN DETAIL AND VAN SCALE -NTS -SIGN R7 -8C (ONE SIGN TO READ 'VAN ACCESSIBLE') ACCESSIBLE HANDICAP SIGN DETAIL SCALE -NTS SCALE -NTS BOLLARD 6' HIGH GATE FRAME TO BE 1 1/2' DIA. GALV. PIPE W/ TLRNBJCKLE CROSS -BRACING, WITH CHAIN LINK FENCING, PROVIDE WOOD SLATS. PROVIDE LATCH MECHANISM AT CENTER. ATTACH ANCHOR ROD TO EACH GATE W/ 1 TOLE DRILLED IN CONCRETE FOR SECLRING GATES IN CLOSED AND OPEN POSITION NOTE: DUMPSTER ENCLOSURE TO BE 6' IN I-IEI&4T. BRICK TO MATC BUILDIN( VENEEP NOTE- SEE STAKING PLAN FOR PAD DIMENSIONS SECTIO N BAR 12" O/C DUMPSTER PAD DETAIL SCALE -NTS DATE MAY 20, 2005 o Q �I I" Z P. a F W J O � J O V R3 U) C� a w �0 0 O ry o = Cp II. U W J HI WQ L: F-- uJ (n W S Q W m E $ U 6 C M zbb .P 0 ^y LL F o Q �I I" Z P. a F W J O � J O V R3 U) C� a w �0 0 O ry o = Cp II. U W J WQ L: F-- uJ (n W S Q U) MORETZ ENGINEERING 1N5 WdW IS n H ly OF M.'RETZ E� pND 6 "I T TO FECB1nL COPTkiGv! LeWs Is WauxND wv NOT BE cFwoo 04 aars.co oa u2a N ANY WAY WiTHyJ! T W PTTEN FFF lIS 6 M z FJvGmeE m.. p m w5a w y'> o 2 2 m a a J0 LL m 36-04 C3.1 OF a VARIABLE AS DIRECTED BY THE ENGINEER 0'1CKFILL MIN 8' IICK LAYER OF GRAVEL GENERAL NOTES - L FENCE FABRIC SHALL M A MN M M OF 32' N WIDTH 2 FILTER FABRIC SHALL BE MRAFI 100 FABRIC OR EOUVALEJT. BURLAP CAN40T BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS 3 STS POSTS SHALL BE 5'-O- N I-EIQ+r AM BE OF THE $ELF -FASTENER ANGLE STEEL TYPE i0 FILTER FABRIC V- TRENCH FILTER FABRIC EXTENSION OF FABRIC AND W9ZE INTO THE TRENCH COMPACTED Rl POST POST PT'S= MAINTENANCE NOTES - 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT (PAST DALY DURING PROLONGED RAPFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2 SHOULD THE FABRIC DECOMPOSE OR BECOME r-EFFECTNE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STAT BE NECESSARY, THE FABRIC SMALL EE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD EE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINi N PLACE AFTER THE SILT FENCE OR FALTER BAPPIB2 IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. TEMPORARY SILT FENCE SCALE -NTS SEEDBED PREPARATION- FALL. WINIT R. E SPRI I, Surface Water Control Mtaoeves To Be INtdled Accordnp To Peon PUBLIC RIGHT O SEEDING E SOIL AM434DMEM MXTURE- 2 Areae To Be Seeded SWI Be Ripped And Spread With Available TMO41 I - Aa FROM SEPTEMBER ar 'gin '– -- - 3 Inches Deep, Total Seedbed Prepared Depth Shall Be 4 Alohes to s 6 Inches Deep. 2 POINDS ANNUAL RYE GRASS PROVIDE APPROPRIATE TRANSITION 05 POUNDS HULLEDt&hLD4 3. Loose Rocha, Root, And 011ier Obstructions Shall Be Removed From L7 POURS WiAlED BERMUDA The Surface So That They WHI Not Nertere Wen ElitodlNxnent And 25 POUNDS 10-10- TLIZER Mahtenalce Of VOWtatkn Satoce Far Final Seedbed Preparation At POUNDS ONE Finished Grades Shown Shall Be Reasonably Smooth And UHtorm. LU LU Z M SL 4. Fertilizer And Lire To Be Appld U leYfomly And Mored With Son w OtrY,o Seeded Preparollon. 2 POUNDS ANNUAL RYE GRASS 00- 05 POUNDS KILLED BERMUDA I POUND LNHIlED BERMUDA SEER�EMtiENTN1 1 S 2 PONDS SAHA GRASS 500 . 62P0 Sorer phosphate215 a PONDS 10 -IPSO FERTILIZER 75 POUNDS LIMESTONE GdUAc.JAo. Asphalt Tie -Down W Work Line And Fertilizer Into Shc 3-4 Ichea Deep, See Chats For 5pedib Seasonal Recornmergptkxts For MITA Tenporay Seep Apply 4D00 m/oae stnw. Andor Wo« by tock* Am OBDW' netting. a a maul an ho too. A de, MM ,bass set nearly asdylt cm be teed a a nNah ar rte tool Iger kms It ao«m a no' lily odmote. Pose" reternnze and n Ymgdately wowty eros or omen dmlow. p TEMPORARY SEEDING SPECIFICATIONS SPJIhENT SACK EX ANSCN RESTRAINT (1/4' NYLON ROPE, DLMP STRAPS 2' FLAT WASHERS) 2 EACH BAG DEfAL CATCH T SACK I..m Jdii7.Td SCALE -NTS GBJERAL NOTES I. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIWENSONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF TTHE TRAP. 2. REMOVED SEDIMENT SHALL BE DEPOSITED N A SUITABLE AREA AND N S,UW A MANNER THAT IT WILL NOT ERODE. 3. THE STRUCTURE SHALL EE NSPECTED AFTER EACH STORM EVENT AM REPAIRS MADE AS NECESSARY. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED CUT IN SUCH A MANNER? TWAT EROSION AND WATER POLLUTION ARE MNMZED. 6 THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. 1 I / 1 PLAN VIEW j �SILT FENCE 1►';II■ m1111PAPIN 0a—mil STCNE FILTER FABRIC SKIRT N 6' CF N5 STONE SECTION A -A STORM INLET SEDIMENT ft-ffevl%� SUMMER SEEDING E SOL AMENDMENT MIXTURE - MOM MAY I - ALXi. LST 31 I POUND BROWN TCP MILLET 2 POUNDS WILED BERM.DA 25 POUNDS 10-10-10 FERTILIZER 75 POURS LIMESTONE QR I POUND BROWN TCP MLLET I POUND HULLED BERMUDA 2 POLMS BAHIA GRASS 25 PONDS D-K>D FERTILIZER 75 POUNDS LIMESTONE hum Apply 4,000 b/aare strw. Aro ,mw by loo fng wM cuchab, nenip, a s nL a prono tool. A ark wM bloom, w1 nearly stnew om as ossa a a rrum archot if tool, Reterilue a orawm m fat mly 0080.010. Reseed retwiltz• ab m,eh barled]loy to,0w,p erasion a other OarnaRe. SCALE -NITS SCALE -NITS ,7oi J Ae MN PUBLIC RIGHT O 7Q V OF WAY ly A. I s 6� EXISTNG IFLTE12 FABRIC PROVIDE APPROPRIATE TRANSITION GROIND UNDER STONE BETWEEN STABILIZED CONSTRUCTION SECTION ENTRANCE AND PUBLIC RIGHT OF WAY 70 - U 5 m VV i EXISTING 1 Z (i GROUND PLAN VIEW PUBLIC RIGHT OF WAY CONSTRUCTION SPECIFICATIONS L STONE SIZE- USE 2- TO 3' COARSE AGGREGATE 2. LENGTH- AS EFFECTIVE, BUT NOT LESS THAN.56FEET. %D 3. THICKNESS- NOT LES$ THAN 6 LACHES A WIDTH- NOT LESS THAN FLLL WIDTH OF ALL POINTS NGRESS AND EGRESS. I Z I„; K. S WASLHndCr WHEN NECESSARY, WI-E8S SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBIC RIGHT OF WAY. WHEN WASHING IS REGURED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRLISI-IED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASK ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAM DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS. GRAVE„ BOARDS. OR OTHER APPROVED METHODS. 6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING CF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. TMS MAY 12EQU92E PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY NEASJ12ES USED TO TRAP SEDIMENT. ALL SEDIMENT &FILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC PIG14TS OF WAY MiJST BE REMOVED IMMEDIATELY. 7. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. TEMPORARY I, Obtain Erosion Control Pion Approval And Necessary Permits. 2. Prior To Grodirng, Install Required Erosion Control Devices, Including Telf"oray Construction Entrances, Silt Fence, and Tree PIO1reC110rL 3. Grade In Accoxdmce With Construction Documents. 4. Install All Utilitkes And Storm Drainage Pipes With Bosin Protection 5. Apply Seeding„ Ternporcry Or Permanent, Or Other Types Of Stabilization Ass Required As Soon As Graded Areas Are Compieted Or Where WoYk Stops. 6. Complete Fine Grading. 7. Install Curb And Gutter. 8. Place Stone Mose Course And Asphalt Paving. 9. Prepare All Disstvbed Areas For Seeding Or Ground Cover, 10. Apply Permaxent Seeding And Ground Cover. 11, After Site Is Sttablllzed Arid Approvals Received, All Temporary Erosion Control Devices Shall Be Removed And Those Disturbed Areas Shall Boo Seeded. ANCE/EXIT TION SCHEDULE TION Seeding Mixture Soecles Rate (Ib/acre) Blend of 508 KY -31 tan fescue and 501 mixture 200-250 Of two or more turf -type tau fescues or Blend of three or more turf type tall rescues 200-250 Seeding Dates ED4 Winter Best- Aug. 25 - Sept. 15 Best' --- Possiblet Aug. 20 - Oct. 25 Possible- Feb. I - Mar. 31 For quality, turf avoid spring seeding. Where grading Is completed Wing Iota winter or spring, on alternative is to seed 30 Ib/acre Kobe lespedeza, keep mowed, prepare seedbed, and seed permanent mixture between Aug, 25 and Sept. 5. Soil Amendments Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/ocre ground agricultural limestone and 1,000 Ib/care 10-10-10 fertilizer. Mulch Apply 4,000 Ib/oare grain straw or equivalent cover of mother suitable mulch Anchor straw by tacking with asphalt, roving, or netting or by crimping with a mule anchoring tool. A disk with blades set nearly straight am be Used Os a mulch anchoring fool, Maintenance Fertilize according to soil tests or apply 40 Ib/acre nitrogen In Jan. or Feb., 40 Ib in Sept, and 40 Ib in Nov., from a 12-4-8, 16-4-8, or similar turf fertilizer. Avoid fertilizer applications cluring worm weather, as this Increases stand loss t0 disease. Reseed fertilize, and mulch damaged areas immediately. Mow to a height of 25-35 Inches as needed. PERMANENT SEEDING SPECIFICATIONS I. All Erosion And Sediment Control Measures Shall Be Checked For Stability And Operation Following Every Run -Oft Producing ROInfall But In No Case Less Than Once Every Week, Any Needed Repairs Shall Be Mode Immediately To Maintain All Practices As Designed 2. Slit Will Be Removed From Behind The Slit Fence And At The Inlet Protection Sediment Fence When It Becomes About 05 Ft. Deep At The Fence. The Sediment Fence Will Be Repaired As Necessary To Maintain A Barrier. 3. All Seeded Areas Shall Be Fertilized, Reseeded As Necessary, And Mulched According To Specifications To Maintain A Vigorous, Dense Vegetative Cover. MAINTENANCE SCHEDULE NOTE I. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. ONE FOOT FOR EACH 2, PLACE BARK MULCH AT AREAS NOT INCH OF TRUNK DIAMETER PROTECTED BY BARRIER. 6' MINIMUM WIDTH 3. BARRIERS SHALL EXTEND AROUND TRLW AS SHOWN, THEY SHALL ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT@ FOR EVERY ONE INCH 0") OF TRUNK DIAMETER UNLESS OTHERWISE DETAILED, DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDIVIDUAL BASIS BY THE ENGINEER. ALL TREE PROT- ECTION BARRIERS SHALL BE INSTALLED PRIOR TO ANY DEAD TREES AND SCRUB GROWTH - GRADING OR OTI-ER LAND DISTURBING ACTIVITY. THEY SHALL BE CUT FLUSH WITH SHALL BE CONSTRUCTED OF ORANGE ADJACENT GRADE. NO GRUBBING POLEYETNYLENIE TO DESIGNATE THE PROTECTED ALLOWED UNDER DRIP LINE. AREA AND PROTECT ROOTS, TRUNK, AND CROWN OF THE TREE, EXAMPLE- 2"x4" STANDARDS AND I'x4" RAILS, AND ORANGE POLYETHYLENE LAMINAR FENCING O Z 4. TREE PROTECTION ZONE SIGNS SPACED A MIN. ONE EVERY 300' V THE SIZE OF EACH SIGN MUST BE A MIN, OF 2'x2' AND MUST CONTAIN THE FOLLOWING LANGUAGE - "TREE PROTECTION ZONE, KEEP OUT' b M TREE PROTECTION DETAIL SCALE -NTS 6- BARK MULCH PLACE BARK MLLCH AT AREAS NOT PROTECTED BY BARRIER. MAY 20, 2005 0) J 17 O 7Q V ly SAO C _a�t`A FZ W z c $ E C LI LII�oE oaLal `m ' o.w o 58�O$@ U 5 m LU LU Z z e b� O w S d W 00- MORETZ ENGINEERING Tus aR is T4E pp'XEerT Cc M'-YR7ZTZ CW'I.ffRNG Y 5 La VJS 1 TO FMG LYpYCYW LAWS Tus CgewNy' MAT NOT BE k8IX eWAY 88151® oar t� N AWWWItH]I! l4E N4mEN F�RMISeaJ 6 MJaEIZ @GI.�I,r IM Q w QY LL LL M C4.1 OF 8 J O ly I— W z J � OQ U f- LU LU Z LU = 0 W 00- W MORETZ ENGINEERING Tus aR is T4E pp'XEerT Cc M'-YR7ZTZ CW'I.ffRNG Y 5 La VJS 1 TO FMG LYpYCYW LAWS Tus CgewNy' MAT NOT BE k8IX eWAY 88151® oar t� N AWWWItH]I! l4E N4mEN F�RMISeaJ 6 MJaEIZ @GI.�I,r IM Q w QY LL LL M C4.1 OF 8 I NO CURB AND GUTTER TO BE PAID FOR WITHIN TI -ESE LIMITS 10'-0' 3'-0 4'-O' 3'-O' 1 1/2SEE tL T3 TO• Y 5' IN 2' Li GU ER 3 I/7 a T MI 'O N05 BARS 4'-0' 8' 1 ... WE rom NO. 4 BARS 4 1 I•- BL T04 CENTER * �.q MH 8' 3'-101/7 8' 1'O. . TYP. 110000011 . f 1 1/2' MIN COVER ALL DIRECTIONS 5'-2 1/2' .. J �ISI�; DETAIL 'A' FppRORgqR EMPORA�R�EY �- SEALWAMD BACK- FILLED PRIOR TO PLACING SL12FACING CATCH BASIN 3/4' EXPANSION JOINT MNA Oaf■ ; q 5•-4' NOTES: I. FOR CONSTRUCTION OF THE CATCH BASIN WALLS EITHER BRICK MASONRY OR CLASS A CONCRETE MAY BE USED. FOR CONCRETE THE WALLS ARE TO BE 6' THICK WITH A REINFORCING STEEL AREA OF 020 SO. FT. FOR BRICK THE WALLS ARE TO BE 8' THICK. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE CONSTRUCTION. 2. THE BOTTOM SLAB OF TI -E BOX SHALL BE A MINIMUM OF 6' THICK CLASS A CONCRETE WITH A REINFORCING STEEL AREA OF 0.20 SO. IN. PER FT. WIRE MESH MAY BE USED IN LIEU OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SO. IN PER FT. IS MET. 3. FOR CONSTRUCTION OF THE CATCH BASIN LID, CLASS AA OF BETTER CONCRETE SHALL BE USED WITH REINFORCING STEEL AS SHOWN 4. MORTAR SHALL BE TYPE S OR M. 5. IF DESIRED THESE ITEMS MAY BE PRECAST PRIOR TO INSTALLATION IN LIEU OF BEING CAST IN PLACE THE USE OF PRECAST L"TS SHALL NOT RELIEVE THE! CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING PRECAST STRUCTURES FOR ADDITIONAL DETAILS AND SPIECIFICATIONS. 6. REINFORCING STEEL SHALL BE DEFORMED AND SHALL CONFORM TO AASHTO M31, GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 55 AND M 221• 7. IF STRUCTURE DEPTH EXCEEDS 4'-6', METAL STEPS ARE TO BE PLACED ON WALL, 8, WHEN IT IS NECESSARY TO PLACE A CATCH BASIN IN A (RADIUS. THE FACE OF THE CATCH BASIN TOP SHALL CONFORM TO TI -E HORIZONTAL CURVATURE OF THE ADJACENT CURB WHEN THE RADUS IS 100 FT. OR LESS, OTHERWISE• THE TOP SHALL BE RECTANGULAR WITV-1 SOUARE CORNERS. IN ALL CASES THE BACK OF THE CATCH BASIN TOP SHOULD FOLLOW THE SAME ALIGNMENT AS IT'S FACE. 9. LIFT HOLES MAY BE PLACED AS NECESSARY. ALL LIFT HOLES IN THE LID SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF TI -E: INSTALLATION. rA i/TNONIA L1Oh7YN0" FEATURES 6 SPECITICATRTNS ---� .n.xoh^.,,u rnxirvxn f.n, TWR1Cw t,* � �•,1afe.M ,die NiMW W6NMfFFJPt MIONM xxe,tuW MSTM (MIM[ 4814 x ? N M ,ey pwtq.. p1+"ynlna wha Yp aW qwI npur, Yy40. jP OJ YM bAm! wv aun uc,.a ORDERING INFORMATION TYMi V- •� � ,P W EM aW Mn,lr(t n YAv µw• .a! W ryF M Fr(gm.9 IO iflnM�Nn,I Wxtl N1 •h.T�wm'.a✓hrA la RM:, i W.Iwr w.1�'�'-0M••w.xh Mw• 5'-4' 17 O.C. TYPICAL NOA BPRS 6' O�G- hwa 6oil . A 1WMG iWi ,ntlw V * �.q 0 110000011 ! e. NOA BARS' TACKWELD FRONT LONGITUDINAL BAR 1/8' MIN. TACK (FOUR POINTS) TO ALL TRANSVERSE BARS FRONT DETAL OF TOP MAT TWRITi Righ Pressure Se6IUM/Metsi HRNOu Cu100 Wall -Pak, iMe1C 1®1 �:re 1WMG iWi ,ntlw V * �.q ! e. I m s MuuNM•'.k'_ru.....T i. ., HAMS fiM •rw•,••'TTwRt<iowa� M Y .M ! .L FMn M Mw 11", Q1 0 WWI • •.., w5+ �n, 14mv 5n •3' SCALE -NTS CLEAN-OUT AND FRAME MAY 20, 2005 z 0 cy 1 JOEL E. WOOD /V gn9wh aT a a w z F c o+ a yyyyggn c❑L o W:a E U z O w m SCALE -NTS o � Q ti l z CD v � > W U J J W ng a , v U) d@w J- O O e H tAr INT I0Af"VXRNla c1c rlNc •s• I— ...... ..._�-. .-.�- ...... .J' M*11dAMir5anWTY v+u Al �'m.w. MnrR.mN •_ �•�'-�- ... EMM4RMIGYM JFFM) Mm[1YMI[.FM .m�Ya,4++a rnu w.wr.w W f— C DOWNSPOUT W/CLEANOUT DETAIL D)�LIGPT�INGCATALOG CUTS W Q SCALE -NTS W QW U) Z_ Q r) TH6 D ATW I6 1 f P(tC:eRR OF M;,PCTZ F3W.fEFLNG oND C 6lB£CT TO A@ Cy WT W LI,WS T5 V. P W MAT Npi v BtzO0.10E0. IOLn 1 W lEEO ry ,wr wnT wlwa T� wemrn temaseoN cF Moaerz arGrffaw. " I m 36-04 C5.1 of 8 SECTION A -A DRIVE (VM -ERE APPLICABLE) \MLLCI4 ENTIRE ISLAND PRLPE DEAD OR DAMAGED • �' ' BRANCHES DO NOT PRUNE CENTRAL LEADER. REMOVE STRINGS. WIRE AND - BU2LAP FROM TOP 1/3 OF BALL 3' EARTH SAUCER CUT EDGE' PLANT SOIL, C scALEMrrs PLACE TOP OF BALL SLIGHTLY SU2RIXINDING C E • SCALE -NTS _ TWICE BALL DIAMETER TREE -252" HARDWOOD STAKES (TYP. OF 3) -PLACE TOP OF ROOT BALL SLIGHTLY ABOVE &WOLI DING GRADE 4• MUCH - DO NOT MLLCH AGAINST TRLNK OF TREE AIL -7x7 HARDWOOD STAKES (TYR. OF 3) 4• MLLCH, WITH PLDAONTNo SMAB . AGAINST TQLNK OF TREE DIAMETER TREE PLANTING I OF 2'x7x8' OAK WOOD STAKES 2 STRANDS, 16 GA OK. AN. ti R HOSE (� I ANTINIG MIX i I < LIMIT ROO 16 GA.. WIRE TIEDIED TO WIRE B 1 � QTS SECURE WITH TOP AND BOTTOM :MP STRING WATER BASIN Im TO DEEP OR THZOLIGH THE HARD PAN FILL HOLE WITH CRUSHED ROCK. VERIFY PROPER DRAINAGE OF THE PLANT PIIT PRIOR TO PLANTING BY FILLING THE PIT WITH WATER TO CHECK TI -E DRAINAGE S" oval DET 0- L F� TYPICAL PLANTING SCA X -NTS 7 SHREDDED BARK MLLCH ROOT BALL FERTILIZER TABLETS FINISH GRADE MIX. SEE SPECIFICATIONS p: MAY 20, 2005 JOEL E. WOOD co CD go � U C O -E W 0) c a s� o wFo ESm$O O w QJ UQ co< ui 0 U Qo J MORETZ ENGINEERING P WP 6 T PTt^SPTT O K TZ EWPEE"-.05 "ECT 70 F£L9]K CCPV W lAW5. THS WAW MGT N T % FEli.ICEO, P181}EO O4 USED IN M'Y WAT WR M1E N41iTBJ GEPA65KM'Ci MQ:ETZ BGTEERW. m C 36-04 S-EET NUME13 C6.1 OF 8 Project No. 1165 Date 08.08.05 Drawn MTB Checked KCN Revisions 12.12.05 ©-coo�m-rarlruwv 911,IN O M ROIIY V .pYR�pllFlp91 xN s N•/t.T A tQpL wnnrt lMN li. INro 1.0' M! t FLOOR PLANS CO) N MW 5L6L17 Wnvi Al V O O \Y o: mmm N NNE= m " 2 O X mo�oc„ L N rp V 6� a • C E 3 m 5.10 Z Qi U 1 U � N C1 a` a C 3 O O� 5.220 CU -W yNc�v V mmo e 73'-2" GNmto 3 5.20 Ir, mom 12.12.05 �� Kenneth Charles Newell ; No.012710 i ELEVATION a W 23'-10" 49'-4" O otf It z WW W C!) > s 2'-8- 1 ti = In co 3v� a Z J d <p m U LU R O 3'-4- 1T-10" 0 3'-4" 2'-0" 12'-0" 12'-O" 2'-0" 12'-0" 6'-0" CL Tn 35._0" sheet 4.10 3' 0"X7'-0" HM DOOR IN 3'-4"X7'-4" HM 8'-11" 15'-6" 10'-7" FRAME - 4'-0" SPOT DRAIN FIE z N W JA �9-z z .----------- m�'COM 17 J J I I I I 15'-10" a0 o_ (L SURFACE SURFACE -STEEL GRATE .1 I W W MOUNTED I I MOUNTED 1 in _ PLATFORM AND STEP ((n n HYDRAULIC i i HYDRAULIC i o [LIFT LIFT e'-9" Z WC a Z a LOCATION i i LOCATION a 36" HIGH GUARDRAIL . 5'-0" g• 7 p 1 1 o i(OPTIONAL) 1 i(OPTIONAL) O i i 0� O¢ i 11 N I 00 i i IJ+- i N 3 FE P UP o PARTS SI ----------- r 0 ----------- 5.20 I 1 04 O z O mK i N 1/4" DI NO PLATE a w "� 42" GUARDRAIL— SLIDING O SLIDING EL PER BUILDING ORRIDO I 8'-4" 1'-3" O O 47'-6"(n CODE 1OS. L.8'-1" (n n MEZZANINE w i-___________ , ;-----------i 12" CMU 201 TjCi)LET O a ' ' - 1 1 RETAINING WALL in p � N I 1 �ao 103 SURFACE 1 / MOUNTED :SURFACE MOUNTED 1 OI I �_ __ `< T01 11 \ i/ i HYDRAULIC 1 i HYDRAULIC > I I a `m SERVICE USED 1 6 . z LIFT z ;LI LOCATION I =I I AREA 001 24"x24"x24" SUMP BURNER -� m SERVICE LOCATION m ' ' AREA (OPTIONAL) 1 ' ' i (OPTIONAL) OI I PUMP PIT. SEE-- j 6/4.20 -� r r-1 t-1 r-1102 i i i 1 ��� BURNER TO BE 3 L_ L -J L_i L_J I i 4.20 / 1 \ UP UP HUNG FROM a 5.10 I " 1 w w -----------' .___________, 5.10 P , 0 UNDERSIDE OF ROOF STRUCTURE 1n , o I vl O LEVATI N W < a ELEVATIONI a r i i o or J 1/4" DI NO PLATE O 1- 1- O SLIDING P EL co 4._0" o 0 N TALL WALL W a w a (,_ 3 � 1 b FE o o Q o •I It 3 23•_4. z z E A 1 1 SURFACE (n a w i MOUNTED j 088Y RAISED FLOOR Cn I (n HYDRAULIC i N 101 6" A.F.F. IN w W � 1 LIFT 00 THIS AREA 6'-6" w a_ i LOCATION 0 0 (OPTIONAL) 5 vs mi _______- N iV i 4.20 OFFICE � --- UP UP UP o 202 . ---- I 2 ,u i, OTE 3 ----------- ` I 4.2 FIE �J" P S THRU SPOT DRAIN I I I I 1 1 NDOW ^-- - I 12'X12' OVERHEAD I NOTE 2----- DOOR W/ 3 GLASS ---- 3 4 L PANELS. TYP. '-4" 6•_4" 10'-2" 3 _4" 4.2 3'-4" 12'-0" _O" _O, 12'-0" 6'-0" �_ 1•_.g• NOTE: COORDINATE ALL EQUIPMENT LOCATIONS NOTE: COORDINATE ALL EQUIPMENT LOCATIONS 23'-10" 49'-4" WITH OWNER WITH OWNER 73'-2" (2) 3'-O"x7'-O" ALUM. STOREFRONT DOORS STOREFRONT FRAME. IN ALUM. KAWNEER NOTE: COORDINATE ALL 4 EQUIPMENT LOCATIONS 5.10 .500 WIDE STYLE DOOR HEAVY WITH OWNER - WALL OR APPROVED EQUAL W/ ELEVATION .KEYED REMOVEABLE MULLION. FLOOR PLAN SCALE: 3/16" =V-0" 2 BASEMENT PLAN" SCALE: 3/16" = 1'-0" MEZZANINE PLAN v SCALE: 3/16" =1'-0" GENERAL NOTES 1. ALL INTERIOR DOORS TO BE 3'-C"X7'-O" SOLID CORE WOOD DOORS. GC TO COORDINATE HARDWARE W/ OWNER. 2. ALUMINUM STOREFRONT WINDOW -SEE ELEVATIONS ON 5.10. GC TO COORDINATE HARDWARE WITH OWNER. - 3. NISSEN E-3636 HORIZONTAL SLIDING PASS WINDOW S-6" A.F.F. HATH 2 HR RATED CORNELL ERC1O ROLLING COUNTER FIRE DOOR MOUNTED ON SERVICE AREA 102 FACE OF WALL PROVIDE 2HR STAINLESS STEEL SILL PER MANOR RECOMENDATIONS. 4. DOORS TO BE S-O"X7'-0" 90 MIN RATED HOLLOW METAL DOOR AND FRAME. GC TO COORDINATE HARDWARE W/ OWNER. Project No. 1165 Date 08.08.05 Drawn MTB Checked KCN Revisions 12.12.05 ©-coo�m-rarlruwv 911,IN O M ROIIY V .pYR�pllFlp91 xN s N•/t.T A tQpL wnnrt lMN li. INro 1.0' M! t IYIIANID. 11•Ym a 199) N MM NY'.IIWf M'INIBI .eY�N 0 ]1YNt�P-1!1191 CO) N MW 5L6L17 Wnvi Al V O O \Y o: mmm N NNE= m " 2 O X mo�oc„ L N rp V 6� a • C E 3 m w Z Qi U U � N C1 a` a C 3 O O� c U •� CU -W yNc�v V mmo e CC W to GNmto 3 N C A O Ir, mom 12.12.05 �� Kenneth Charles Newell ; No.012710 i a W 1=- O otf 0 ;c- z WW W C!) > s z m 1 ti = In co 3v� a Z J d <p m U LU R O W 0 0 LL W W CL Tn sheet 4.10 PRE -FIN MTL GUTTER T.O.M. 12'-8" N F.F.E. 0'-0" A STANDING SEAM BRASS SIGNAGE lyo 3'-3" DIA. MTL. ROOF BY OWNER ATTIC LOUVER OVER STUCCO PANEL MANUAL SECTIONAL OVERHEAD DOOR. 12'x12' W/ 3 GLASS PANELS, TYP. n PROPOSED REAR ELEVATION SCALE: 1/8" = 1'-0" IMPORTANT NOTE: ALL FINISHES ARE TO MATCH EXISTING BUILDING. FIELD VERIFY THAT SPECIFIED COLORS MATCH EXISTING MATERIALS. PRE -FIN MTL GUTTER T.O.M. 12'-8" F.F.E. F'm EIFS WALL 0 PANEL BASELIGHT COPR. BRONZE ANGLE SHADE A810/62 BRASS SIGNAGE IN i" INSET EIFS PANEL COURSE FACE BRICK FRE -FIN MTL DOWNSPOUT MTL DOOR AND FRAME WALL PANEL DLDIER STOREFRONT WINDOW W/ ROWLOCK SILL AND SOLDIER HEAD, TYP. EL SCALE: 1/8"= 1'-0" - IMPORTANT NOTE: ALL FINISHES ARE TO MATCH EXISTING BUILDING. FIELD VERIFY THAT SPECIFIED COLORS MATCH EXISTING MATERIALS. EXTERIOR FINISH SCHEDULE IMPORTANT NOTE: ,ALL FINISHES ARE TO MATCH 1 Q EXISTING BUILDING, FIELD VERIFY THAT SPECIFIED () COLORS MATCH EXISTING MATERIALS. 81 HANSON BRICK - WILUAMSBURG MOD 1604 BRICK SHALL BE FINISHED ON ALL FACES WHERE EXPOSED CMU NOTES METROMONT SPLIT FACE MASONRY - COLOR - SOFT IVORY MORTAR TYPE IS' - MORTAR TO BE WARM GREY ALL JOINTS TO BE TOOLED 'V' GROOVE ROOF PANEL NOTES COLOR - AGED COPPER OVERHEAD DOOR - COLOR - PRE -FINISHED TO MATCH P-1 ICK MTL )UT HOLLOW METAL DOORS & FRAMES1 COLOR - PRE -FINISHED TO MATCH P-1 STOREFRONT, COLOR - PRE -FINISHED ALUMINUM - COLOR - MANSARD BROWN SOFFIT+ VINYL SOFFIT - COLOR TO BE WHITE A EIFS WALL PANELS .PNISH TEXTURE TO BE SIMILAR TO STUCCO - COLOR - P -i k EIFS WALL PANEL BASELIGHT COPR. BRONZE ANGLE SHADE A810/62 INSET STUCCO PANEL 1" RELEIF BRASS SIGNAGE BRICK SOLDIER COURSE FACE BRICK PRE -FIN MTL DOWNSPOUT zi 3'-3" DIA. ATTIC LOUVER s T.O.M. F.F.E. 10'-0" F.F.E. 0'-0" ALUMINJLM STOREFRONT DOOR MTL CAIYJOPY TO MATCH ROOF COLOR MAICH SILE OF STORE FRONT FRAME, TYP. WINDOWS WITH ROWLOCK SILL AND SOLDIER HEAD, TYP. SCALE: 1/8" _ IMPORTANT NOTE: ALL FINISHES ARE TO MATCH EXISTING BUILDING. FIELD VERIFY THAT SPECIFIED COLORS MATCH EXISTING MATERIALS. PRE -FIN MTL GUTTER "8'Tx10'-2"W ALUMINUM ` STOREFRONT WINDOW W/ ROWLOCK SILL AND SOLDIER HEAD, TYP. (�,)_PROPOSED FRONT ELEVATION SCALE: 1/8" = l' -O" IMPORTANT NOTE: ALL FINISHES ARE TO MATCH EXISTING BUILDING. FIELD VERIFY THAT SPECIFlED COLORS MATCH EXISTING MATERIALS. TRIM COLOR - WHITE LOUVERS DECORATIVE CIRCULAR NON -VENTED ATOC LOUVER - COLOR - P-1 PAINT - P -1 EXTERIOR GRADE TO MATCH SHERWIN WILLIAMS 6119 ANTIQUE WHITE GUTTERS & DOWNSPOUTS, COLOR TO BE MANSARD BROWN SEAM MTL. 'MANUAL SECTIONAL OVERHEAD DOOR. 12'x12' W/ 3 GLASS .PANELS, TYP. OLDIER BCK MTL ' DUT NOTE: NO MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOF. Project No. 1165 Date 08.08.05 Drawn MTB Checked KCN Revisions ni 12.22.05 PER DEPT. OF COMMUNITY DEVELOPMENT REVIEW. �MµrC11RR'I5. P-A�1 RWY 611E Plf/CQf O ca N w Gi v Wm F-" Wm NOj ` `o �'2 �a�oM ♦� a. (') > =Z 0; EN m um a BI: U"«� W to of < C) W v Ili a� w W EIFS a� a 3� m (D ZU � t EIFS WALL 0 PANEL BASELIGHT COPR. BRONZE ANGLE SHADE A810/62 BRASS SIGNAGE IN i" INSET EIFS PANEL COURSE FACE BRICK FRE -FIN MTL DOWNSPOUT MTL DOOR AND FRAME WALL PANEL DLDIER STOREFRONT WINDOW W/ ROWLOCK SILL AND SOLDIER HEAD, TYP. EL SCALE: 1/8"= 1'-0" - IMPORTANT NOTE: ALL FINISHES ARE TO MATCH EXISTING BUILDING. FIELD VERIFY THAT SPECIFIED COLORS MATCH EXISTING MATERIALS. EXTERIOR FINISH SCHEDULE IMPORTANT NOTE: ,ALL FINISHES ARE TO MATCH 1 Q EXISTING BUILDING, FIELD VERIFY THAT SPECIFIED () COLORS MATCH EXISTING MATERIALS. 81 HANSON BRICK - WILUAMSBURG MOD 1604 BRICK SHALL BE FINISHED ON ALL FACES WHERE EXPOSED CMU NOTES METROMONT SPLIT FACE MASONRY - COLOR - SOFT IVORY MORTAR TYPE IS' - MORTAR TO BE WARM GREY ALL JOINTS TO BE TOOLED 'V' GROOVE ROOF PANEL NOTES COLOR - AGED COPPER OVERHEAD DOOR - COLOR - PRE -FINISHED TO MATCH P-1 ICK MTL )UT HOLLOW METAL DOORS & FRAMES1 COLOR - PRE -FINISHED TO MATCH P-1 STOREFRONT, COLOR - PRE -FINISHED ALUMINUM - COLOR - MANSARD BROWN SOFFIT+ VINYL SOFFIT - COLOR TO BE WHITE A EIFS WALL PANELS .PNISH TEXTURE TO BE SIMILAR TO STUCCO - COLOR - P -i k EIFS WALL PANEL BASELIGHT COPR. BRONZE ANGLE SHADE A810/62 INSET STUCCO PANEL 1" RELEIF BRASS SIGNAGE BRICK SOLDIER COURSE FACE BRICK PRE -FIN MTL DOWNSPOUT zi 3'-3" DIA. ATTIC LOUVER s T.O.M. F.F.E. 10'-0" F.F.E. 0'-0" ALUMINJLM STOREFRONT DOOR MTL CAIYJOPY TO MATCH ROOF COLOR MAICH SILE OF STORE FRONT FRAME, TYP. WINDOWS WITH ROWLOCK SILL AND SOLDIER HEAD, TYP. SCALE: 1/8" _ IMPORTANT NOTE: ALL FINISHES ARE TO MATCH EXISTING BUILDING. FIELD VERIFY THAT SPECIFIED COLORS MATCH EXISTING MATERIALS. PRE -FIN MTL GUTTER "8'Tx10'-2"W ALUMINUM ` STOREFRONT WINDOW W/ ROWLOCK SILL AND SOLDIER HEAD, TYP. (�,)_PROPOSED FRONT ELEVATION SCALE: 1/8" = l' -O" IMPORTANT NOTE: ALL FINISHES ARE TO MATCH EXISTING BUILDING. FIELD VERIFY THAT SPECIFlED COLORS MATCH EXISTING MATERIALS. TRIM COLOR - WHITE LOUVERS DECORATIVE CIRCULAR NON -VENTED ATOC LOUVER - COLOR - P-1 PAINT - P -1 EXTERIOR GRADE TO MATCH SHERWIN WILLIAMS 6119 ANTIQUE WHITE GUTTERS & DOWNSPOUTS, COLOR TO BE MANSARD BROWN SEAM MTL. 'MANUAL SECTIONAL OVERHEAD DOOR. 12'x12' W/ 3 GLASS .PANELS, TYP. OLDIER BCK MTL ' DUT NOTE: NO MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOF. Project No. 1165 Date 08.08.05 Drawn MTB Checked KCN Revisions ni 12.22.05 PER DEPT. OF COMMUNITY DEVELOPMENT REVIEW. �MµrC11RR'I5. P-A�1 RWY 611E Plf/CQf O ca N w Gi v Wm F-" Wm NOj ` `o �'2 �a�oM ♦� a. (') > =Z 0; EN m um a BI: U"«� W to of < C) W v Ili a� w W a� a 3� m (D ZU � t o WIwC✓+ QN Q 3 3 40 3 C Vca c 3 UNCqW N c A O N c c v+ m= IZ.Z'i.o5 e Mmneth Chedea Arenell M0. 012718 (L w z F-" `o �'2 u- Lu W y a. (') > =Z 0; Z O m um a BI: U"«� W ZJ� Lj < C) W v Ili 0 w W sheet 5.10 r=zo' M Drawn Checked KQP Revisions ti 6 ��z❑Z 8s ,A V/ _WN VK,ago2 � �Na V • C Q� E 344 0 W Y V ZD L V MC _L Q f O i O� V_C C • cu �+ am CO m0 cc116m CO N CQ m.� y N W n r H NO 019671 ONAL 0 ti Till. SZ O 19 6 nV �(vJ(IIJI ® a Q W tp Il CO 6 sheet LT -1 1 OF 1 M MA #034]3