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ARB200600138 Plan - Approved 2007-04-27
r .1.)A f L ' �.�P S®c OS-13� MAY a, 2o.C35 00, CQQQTf 30 Her W • � •,;d. � .. LPG �' � (� � � ' vi Mysr5 ^�� . z W A muwl 2 A PORTION o z O • OF LOT Cq/b®T wam U TION NOTES I�OR 8 �E` PL4NS ENN+t,4t TR C A PORTION OF , . ANY tTINCC'lPL �K•iT�01WAY, 'l.,i,t CONNECTID�I TO • $� ► ESMT, TMP ,4�C:-3-� r /. // �,� BP 67Q _ _ ,) -� I, iRM TO. ANY it`�UCT ON WrNN .A� ' FROM Tl VITA [ 'A 'ft JT •OP i'R RTATION (VDQT). `` \ D.8 P. gig / 470.4r ANY$T{NG AD; A. PIMiT S"l-IAI.�. WI.E ANY �i \ A P O R T l Cy P( / l / o ' ' �'O 148 PLAN A$ DRA"4 MAY N. ACCURATELY REKSOT THE OF TI-� PEf2Mt , �� C Ri=QLRRE Nia OF- Tis' �. S�4 GOV // OF. LOT°o- PA E ► ►�E RELA►TI: MA'1'ERIAL3 AND C TQUCTION MET}�8 SHALL CONI:ORM TO GUI / ` f:. 2, ALL VINO, / SUBMITTED LAND / 4„ TREE `, tPIRMATIONS Ahlb STANDARt�S O>~ VDOT S CZTH PAW NOTED. // i a71,aa /VICINITY MAP 3, ANta S .TATIC I CONTt ,. MEASUURES 8IALL SE PROVIDED IN. AC ANCE WtTtd Tw AF'PRUVW_ ' .7657 AC. . CONTROL PLAN`! AM S 4AALL SE.INS'TALLED PWR TO ANY C LE 4 GRAD �IG C}f? QTI-1�t � WM � t1561 it ALLDIST ALAS ARE * TO BE FERT M, S8MW Ai+D' MIS, THE MA XIMIN ALLOWA i „ „ �`` L �V®Ti 9 r' AND f HE'r' BUILDING A / \ ,� o Y OW# NA , LES SLOPE$ OF S= 'tom �..,, ;,. ,• .. �° 0�,/f" (.�I tNC AL 1 V+V f�A�3�lA�: t / ..• � - • ONT VERTICAL) � // .3 ARE TO SE ACW WEO. i \ 1 LOTAREA� 0 9133 ACRES IF) \ i \ \ Z. - 2. CURRENT ZONING: C-1, AIRPORT PROTECTION OVERLAY DISTRICT 0 w l�-N AP STABILIZATION MAT LM Qi 04 MAY SE 2 V44EN IN Tt-0 OpI1�4N OF THE E NTRACE CORRIDER OVERLAY i . v 5, PAVE, TIC DIr??ECTC`S DEiIi:.E, I'C IS DVIi~D '' : ` \\ C'.E.. NECESSARY IN' �At „IZE A NOF7A 6E CHANNEL, 1 \ Y �' $ EXIST, GROUND COVER U �` ��1 1 � \ nIo � 3. TAX MAP &PARCEL NUMBER: 045C0-03-00-OOOBD Q'' • A tC CC NITROL .� S�-tAl�. cowcOM VWTI-i THE zW&A !u „F�t9iT �_-,�...; i '� zy EXIST. O 1 \ ...47- bTREE,,-' 6EE� \ 2 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY k �• Acts C� 1/1CF, / BUSHES ' V RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS Sol TARP "-104S3 C U EXIST. , TREES ,� 5. PROJECTADDRESS: 1010 GARDENS BLVD. . 9. C�JLESS C�iF .RWISE NC7TEt?♦ALL CONCRFTE'P1PE '1 RED .0 23T 1�ANk. 3 AT 1 ff ` \ / "�'` -, 4��TE PIP!` - CLASS 111. D.S.D,B. 2394 P.. 13 \ Ifi j = Y D.S. 8?6 P. 12Z , \ ° , , M 1 �'� CHARLOTTESVILLE VA 22902 r� / 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY: 64--ALL EXCAVATION POP Ti '°� A� �T C Ili. D.B. 1�2s P, 6�6 � 1 � , , � � ASPt-IAl..7 . \ WITi-! C -IQ► STANDARR'a FOR THE C4?NS SOMR f , , ( . 1CONSTIRIX-11Q} \ THOMAS B. LINCOLN LAND SURVEYED INC. INV' OUT TOP i I - I I ENTI�'AI � ° \ 2 671 BERKMAR CIRCLE G a6a♦62 70,T2 i.. t w - LOT D- y CHARLOTTESVILLE VIRGINIA 22901 434 974-1417 7. TEMPORARY BENCH MARK BM IS SURVEY CONTROL POINT P -1 R ) G S , jNV �QT TEL P NAIL WITH FLASHER, ELEVATION 472.92 - t CATCH (SEE PLAN SHEETS) SDMH o r472. i TOP II 0 �� NOT � SIi.T � 8. BUILDING AREA: BUILDING 8,458 SQ. FT. i 471.30 'a \ GRADEq A PORTION OF.. CIS%. ,. • 4 ' 9. FLOOR AREA RATIO TO LOT=16.97% � ° � '�-. O \ s TO REvE`'' U ` �O 0 \ 10. CONTACTADDRESS : TOM FITZGERALD TPA \ TMP 46C-3=8:. �T ' �' a I. ♦♦\ � �� DEVELOPER 1908 EMMET STREET. `\ A PORTION. � INv our c ` \ � �•°s,, Q ` \ OF LOT C cr 7.29 CHARLOTTESVILLE,VA22901 � Ri4�. ONSTRt1` TION NOTES FOR ,ERO,SIrJN CONTROL. Eorva' ,'\ AIL Ox�$ \ �TRI=� 4 \ 0.9133 AC, 471. OFFICE: j a l ! �. Ci. PRC3F? TEM AR `�' .. , FAX:434-293-7550 ES.It UNLESS O WE INDICATED, ALL V! 'ATIVE AND STRUCTUI I. I AND SED�i' / �'O \` 1 \ BUILDING B C4,1 INv I(�' �� ' .PRACTK;55 IoNLL BE CONSTRUCTED M;4 KA 0 ACCC�RD�K3 ' ? m"mj A / `({ �► \ ' '� ENTRA IT `k \ `� I. GCINiROI.. AND SF'ECK?ATiONs OF ' w / j it �, t 46,4 47 :a ` ,� 11. PARKING: STANDARDS } �` ' . 1�t+/ OUT OFFICIAL DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER AND VPGHA REQj.ATIC3NS VR «. OL ` .,� C�Ai�C�I-I E3A► IPl 5 •,•••� ' �° I� C4;1 T t tYI) BUILDING A (PIER 1) 12 114 SF 67 PROVIDED o � BUILD( , AL Rl=C:LATI� t U. C� s -EXIST. ,ice\..•' "RKNF BUILDING B 16,834 SF 68 PROVIDED I" Q.:it., E 21 T�-E PLAN APPROVII AL1't'i1RiTY MLJS'T' NOTIID C �idEIBC PIS °TO TttE \ �� 1 o ' p-�TION C®NP p 1 P iQ TI- ���IT.OF LAI�Ib' WM �, S1:WER SER ~ E2 �'' �' \. BUILDING C1(HAMRICKj 11,880 SF 12 PROVIDED " DiST1�RBiNG ACTIVITY, ANb ONE WEEK pRICR TO TI- F1NAI: It`TIC)t �> � w �, ., TREE . •,c, . >\ � c� • i s � ; � AT 7 ,� BUILDING C2 (SPEEDEE) 8,458 SF 43 PROVIDED �•✓ Aft. CK3NTRCL ti:,QSU ., TO PI,A►CE�� 1 ,z 1 i PATRIOT BANK (D) 3,350 SF 21 PROVIDED PRIOR ?O 4R AS THE FIR,5T STEP IN CLEARS. �+ 1 H , �-is TQi a ' / TACO BELL (E) 2,590 SF 73 PROVIDED a ' 1�i A COPY or- APPROVt7 EROSION AND Sr C�LN�I'TRCL PLAN TMp 45-1041uj 4 ,41„L MAINTAINED • ON' THE SITE AT - ALL TIMES. BUNGERE3U5TERS• INC. ,,Ia70.�a• LP P a b _ 4" T /�//TOTAL 55,226 284 SPACES PROVIDED O,B, 1124 P. i INV OUT r> 4 7 472'7 w• , '' / �`' SHOPPING CENTER PARKING - 4.75 SPACES PER 1000 SF- 262 TOTAL REQUIRED ' .. Lu "ES=5i PRlQR TO - ' C.AidD DI�i t'URi �►C:'CiVITM �i p�'i1rAS OTND� �i68<78 " � „� � .. •A . � . • ,-•- ... t�,� THAN INDICATED 44 `TI-�$E PLANS -(INCLUDING, 'BUT NOT LWITED TO. L OT E � I i t e° / \ �`'': �' / Q - 8C7RRQW. OR VVASTE AMA% THE ACTOR• SMALL �T SILT FEN S a s^ y OX� ;� o• yG�. TARP ION tG4NTRCI. PLAN TO TWS OWE? FOR REVIEW / j( CTYF?,) JAMES & VIRW'MA HAMR10K. LLC Ek1 5�b 12. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB h` AUTi�ORITY, r 460-5�CT10AJ 3 -PARCEL 8 CU / ANp APPROVAL BY THE PLAN APPROV II � � � � � p� i 1 PARCEL 10# 045C0-03-00*000080 s ®♦ S� UNLESS OTHERWISE NOTED. o � � ES-6� THECX3NTi7ACT�7 I5 FOR '!8►Li�A7fAN OF ANY AITIC3NAL O�� COMMERCIAL Bt�iNE55 QR tETAiI.iNt� s f 13. PROPERTY NOT WITHIN 100 YR: FLOOD ZONE i ( ���1) EROSION C� MLA�S NE TO PREVENT EROSiC�1 AND 5pgwiTATION o l /� , \ / �� / J 4. PROPERTY OWNER: DAMES AND VIRGINIA HAMRICK, LLCAS C?ETER� 61C THE PLAN STY, _ 15. MAGISTERIAL DISTRICT: RIO . • � AT ) �' / / . ' -•' ,.""..\ • .•„ ES-14 ALL DIST ' AREAS ARE- TO DRAIN TO APPROVW S150"ENT COMPOL MEN / ' TIVIT M AID? i M SITE- DeVELOPMIIiNT UVTL RIVAL /� p lA S, 16. MAXIMUM EMPLOYEES:14 ALL OOLiIRINCs LAND D15� AC a - STABILIZATION 6 ACT-IIEVEU, 16' VEPOO EMT. 1t s . ,� / / ov�ss / >, \\ 17. MAXIMUM HEIGHT OF STRUCTURE:.36 FEAT. O,B. 9120 P. $07 y �, ° - D -$z Dt# DEWAT ING: 0PERATIONS, WA'I'�? WLL INTt3 AN APPROVED F1i.TEt iG tOEViCE. -. 4' �� / I� �� 18. ADIACENT. PARCEL.USE: COMMERCIAL BUSINESS OR RETAILING A44 H / a" r \ r 19. MECHANICAL EQUIPMENT SHALL NOT BE VISABLE FROM THE ENTRANCE CORRIDER Y AND AFTER _. .� ._ 0 ACSA SANITARY ,,.. T �` / 475.a 05-9: TI•0 col" FdAC'Cfr�7 S •wLL INSPECT ALL EVE OSIi . NARY 4� SEWEF EAGEMiNT S . '20. NO CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. GRATE EACIri tJNOFF~ RAitALL ANY NE E SUE TO MAINTAIN ' 0 ; ,\ a 4 2,64 ,, -- �� ' / / �,• / / % y �/ / r- 21. CON TRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING EPFECTIVI�56 .pP Tl� EROSION O�?i�liROt. OEVIC SI-IALI: � tvtADE �uWIATELY, • ,- \ / �\ SERVICETAP PRIOR TO SEWER SERVICE INSTALLATION CONTRACTOR INV IN \ -,- ,---„-_-» '`'"'!�A` / �� J / � / ,"- TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER / LP -.. / ` �, / .. \ UTILITIES AND STORM DRAINAGE LP '' P AIN REA / r 0 �) �'"'�`� 1 f � �_ / s / / / �Ap .^.. \ 22. BUILDING MOUNTED LIGHTS-175W WALL PACK FULL CUT OFF METAL HALIDE / / / STU'GO© j �% '"''" .-- / ' / 5 / / �/ / i 479.14. �� \- 6„ MA . / f ' WALL SDMH f i i - �" ,,..--''� . _ `/' / \ % /! / : • , /"- �� HORIZ. POSITION BLDG. MTD. LUMiNARE �- - 4%12r ' TO`, ` 23. SIGN LIGHTING-BASELIGHTCOPR. BRONZE ANGLE A / E 810/62 (1, LU �P �^.---- EXIST♦ SAN, • / ) / / / /'� i 4'� ✓ 100W INC. OR 35W MH MAYSEEARC 'H. 5.10 ' GNv 0 T �• "' SEWER SERVICE �`� 'r / / / � 804131 Gu n j �v�N'�P�,C �R ,�N 5� Q / /i / 1 ,�L �� PRT'Y L 4.J r --� 0/ St' ,� 3:3' cC� �' F�'' ram/ p, ��' �j� ,� o• _ . _ ,5: . _� .,,_..._ _ EXISTING CONT01JR I S� rO 26 STORM S o / � \ /�,� � Af�SA SANITARY � F-. ��.. 4a� '' Sr�Mi �;. AC�EA NOT /t ORAAAIA©E S /! 4" T4�C�j� � 7$.38 C � SEWER _EASEMENT _ _ _ T . _ — _ � ...- /i 1NA /�TOP GRADE® rn / � NVT / \ a7�.88/ �, / / �� O,S. 1167 P 305 �ISTING CI:�E3 c� OD,.--''" / SAP a --, �/ �l (� l INV IN ,�, NV T' MH J ��,� fi /i // �� I .XiaTINC .EOI� 0 ✓y 4 p �_ _ . - P 4.57 447, a 20' ACB. TO. C:3E A OVEt OP ii l d p 2a Rom-- -- `? \ \ 3�,t FIG WATER INN iNV QN 468.a� 47 :� y `tad 5�,5� / / -�"�� „ / / ___�_ _ E3CIaT STEM 06 A,ii�4C�E EAU NT iv 'O�7,g aiv vTo SV��E �,`:, . q 1123 P 134 #L SS " �'"" ; �, p f p� / i // 1?,/' PAR rr�� -.,, ".ter, �, t„I �� 10% 76.$3 EXiai'INOl1i` C I., u 4 \ aR •rE l 1;�o iy°""' � �� � .- �---•-oM� oHE I� EL.:70�iC.AL � � �. Coo uly \TOP ( �. N W a TR 1r d71, { - UGT UGT EXi��,9T D TELEPHONE: i--��i -PAR d. .�'� _ a7�. I I \ Rla t�tATES �` Wa iR E ..'� ,.._ >-, �� . 4i�E: PARCEL lot 06100-• .00-12300 470.1b� `R;'� FH 471.Q7 e at 'SEE !� ,� 4�7 6 10" SDMH , >.--' ..--w--j•~ U� >- "'47`1,713 -----�-- i ! !' / 7.sa t1S'P iRE'E AREAS HAT- DI�3. G G 1S'T GASLINE MOREtL trNCINEERIPBG- c Q -" TWS DRAWING IS Tide PROP ZY TOP 3 + I i ,• ( ' 1 r (,TRi ISM ,. a ,i / / �- Ter- at+�,_ of r� MTz u: RIN�.AND, i I I •PAY P ON 1. I I .- . - .1JP - , f E .-- 1 -. -. - - J ` / W W XI5T WATfRI..lt 5 SUalEOT To F AQ.. opylZIG T � C y -r r �O FIAF NtS 02AWINGMAY NOT Ali,.' r ` ► ".a- - w -.w — LAWS.THIS , ItZ0 WAYDW17HGi1T�THE W2 TTEid ss ss EXIvT IhfERlli� PED UP GUp,Ft© A11. -a q� Pr er�sst�N OF o-na Tz.cl. izs . '` wwf. �c w�.� �,r M 4-T7;-- ----------' x TO ReWVED SE40H MARK IS SURVEY neral loot rv`�2 f2ev'1sEo�f-- 07 b T ... _ . --t' -. r f : p_-�--_- iJ" SILT FENCE 0 CONTROL POINT GPS-1, 1 0 'At k�- -.- � � '""'�� � I� � Z IT! NAIL.'WITH FLASHER. t`� Sq;�n�a� ��� Revised-7 / ' AS ER. fb�,'�r„ �.v �,«>��,;� Ra,`ss� a-tr �t r.��� 9 4%5- � X F�i�1�15�D TREE. R���t^rTfON � ELEVATION 472.92' w ,.--�- ,tt Q y <1 . ..-- DENUDED LIMITS:; 36-0 • '. :p� ..:..... .:, ...._.--•�---� "'...--- 1$` ,�A� LI1VE ESMT, •. - �!-iE�°7 �,:�F. :�'�;�: d D.B. 114,7• P. 579 ( 2�3 �� ItsCH OF �� PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY, ARCHITECTURAL REVIEW BOARD PLANNER ENGINEER G N IN S SERVIC E FAR H FIRE/RESCU5 DIVISION BUILDING UILDING OFFICIAL VIRGINIA r IRGINIA DEPARTMENT OF TRANSPORTATION Now J i 0) N LU 01'.. Uj to BENCH MARK IS SURVEY CONTROL POINT G-PS-1, 14 NAIL WITH .FLASHER. ELEVATION 472,92 A PORTION OF TMP 450-3-B A PORTION OF LOT 0 SUBMITTED LAND t . A.PORTION OF LOT 0 rj Rio Hill Myers 'Drive SITE Q) CIQ erne Ifir- /AI/TV AAA P .7667 AC.: 7 li \ /BUILDING "A" GEN ER4L NOTES' f. LOTAKEVT.9133 ACRt:.j 2.. CURRENT ZONING: C-1, AIRPORT PROTECTION OVERLAY DISTRICT �ff II EC, ENTRACE CORRIDER OVERLAY 3� 6 [ 3. TAX MAP & PARCEL NUMBER: 045CO-03-00-OOOBO II a z 0 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY Oil( ". RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS TMP 46-104133 z 5. PROJECTADDRESS: 1010 GARDENS BLVD. PATRIOT BANK, N A 0 D.B. 2394 P. 133 PLAT CHARLOTTESVILLE, VA 22902 / \\X D.S. 2394 P. 129 D.B, 1670 P. 422 II 12.1 ACCESS 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY: D,B. 1129 P. 676 EASEMENT THOMAS B. LINCOLN LAND SURVEYER INC. II / FOR D PSTER. �. " El 671 BERKMAR CIRCLE 1�wt -, . - BIF LOT D & % 7. TEMPORARY BENCH MARK JBM) IS SURVEY CONTROL POINT GPS ----------- 16 .4, . .0 � 2 �� ' * & .. j6! ONILR*TE�G&WA'LK'. -% - A '.. A, NAIL WITH FLASHER, ELEVATION 472.92 A br MOO (SEE PLAN SHEETS) x 8. BUILDINGAREA: BUILDING 8,458 SQ. Fr. tsJ ti 21' 7' 21 .6 \so) WALL MOUNT LIGH 9. FLOOR AREA RATIO TO LOT 16.97% 10, CONTACTADDRESS: TOM FITZGERALD DEVELOPER 1908 EMMETSTREET A cn A PORTION OF no. # CHARLOTTESVILLE, VA 22901 MAILBOXES ;A_ TMP 45C-3-B OFFICE: 434-293-5823 A PORTION OF LOT C FAX: 434-293-7550 (� U) U 0.9133 AC. E 11. PARKING: > ��SSPHALT n 6.5'= COMMERCIAL 00 A% RiVEWAY OFFICIAL DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER II N00 BUILDING A (PIER 1) 12,114 SF 67 PROVIDED 8,458 SQ. FT. PKNF BUILDING B 16,834 SF 68 PROVIDED \ , (I c 2'. JAMES & VIRGINIA HAMRICK, LLC 4' BUILDING C1 (HAMRICK) 11,880 SF 12 PROVIDED L 45C-SECTION 3 - PARCEL B j 4 o \ � BUILDING C2 (SPEEDEE) 8,458 SF 43 PROVIDED PARCEL • ID# 045CO-03-00-OOOOBO PATRIOT BANK (D) 3,350 SF 21 PROVIDED 11 N COMMERCIAL BUSINESS OR RETAIL,,-'��, II II c' WALL MOUNT LIGHT" c" bll� TACO BELL (E) 2,590 SF 73 PROVIDED TMP 46-10,4134 W] __ - Z. \k n 1.11 SURGERSUSTERS,. INC. # 4.4 TOTAL 55,226 284 SPACES PROVIDED tV 0.6. 112 0 P. 14 21- M Ii-A A,- 11 1 CII SHOPPING CENTER PARKING - 4.75 SPACES PER 1000 SF- 262 TOTAL REQUIRED 2' LOT E // � II N' a . OD 'CCrn z 0 6.5' 12. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB z .�a 9 /� S a. II > �! UNLESS OTHERWISE NOTED. ;U .00, q, 6.2'' 13. PROPERTY NOT WITHIN 100 YR. FLOOD ZONE M M ,� �� f cn y - �,.° 14. PROPERTY OWNER: JAMES AND VIRGINIA HAMRICK, LLC �_ / _ 15.'MAGISTERIAL DISTRICT: RIO C? ISI 4 cTI 1.0 WALL MOUNT LIGHT 10, 16. MAXIMUM EMPLOYEES: 14 S 15' VEPCO ESMT. 17. MAXIMUM HEIGHT OF STRUCTURE: .36 Fkq. -DB 1120 P.307 18. ADJACENT PARCEL USE: qOMMERCI . AL BUSINESS OR RETAWN.0-:- 6' 21' 6.7' 21' 6'"ol. 19. MECHANICAL EQUIPMENT SHALL NOT -6tVI[SARLE FROM THE ENTRANCE CORRIDER le / � � \ \ / \ 20. NO CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. I 21. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING c 5p ,� / /� `// , \� SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION, CONTRACTOR ;Iol TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER A AREA AL F UTILITIES AND STORM DRAINAGE P EA 22. BUILDING MOUNTED LIGHTS- 175W WALL PACK, FULL CUT OFF METAL HALIDE STUCCO HORIZ. POSITION BLDG. MTD. LUMI WALL NARE 1" \ �/ �/ \23. S GN LIGHTING- BASELIGHT COPR. BRONZE, ANGLE SHADE A810/ 62 ES9 �� 0 1 N � � � I'• , � \ � .. ems+ I G-EN010OW INC. OR 35W MH MAY SEE ARCCH. 5. 10 2115,111' PROPERTY LINE Pst ---- -- . ...... ... 775 EXISTING CONTOUR � � �' 26' STORM ' ` / /.20' AOSA SANITARY 4- DRAINAGE SEWER EASEMENT - - - - - - - - 277.17* ASEMkNT .15Z.11157 P.3-66 EXISTING CURB B. 1124 P. 134 EXISTING- EOP U66909'34"VV 20' ACSA WATERLINE ESMT' \ /`.-' -'' EXISTING STORM DRAINAGE DB 1123 P.134. OHE OHE - EXISTING .UNDERGROUND ELECTRICAL I 1S P UOT UGT - EXISTING UNDERGROUND TELEPHONE I I'RIO LSOOIATES' ILIMITE� PAR�NER 11 -12300 PARCEL IDO 0$100-00-00G G EXISTING. GASUNE w w EXISTING WATERLINE ss-SS- EXISTING SeWERLINE PROPOSED CURB SCALE 111=20# 0 10 20 40 MAY 20, 2005 pia 'T (1) z 0 LLJ ly 0 z a w I Q. w D 0 .4()0 zl o 0- W (0 _j 2 A Ltj 0 Z Z �z LH Ly. _j MQRE,TZ ENGINEERING THIS DRAWING IS THE PROPERTY OF MORETZ EN(�INEEEZNG AND 15 SUBJECT TO FEDERAL COPYRIGHT LAWS. THIS DRAWING MAY NOT Be REPRODUCED, PLULISH80- 02 USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF IVIOPETZ EWQMERIWU, W. w In 2 . 01 W 0., =j 'D PROJECT NUMBER 36-04 SWEET NUMBER C 1.2oF 8 PLANT SCHEDULE MAY 20, 2005. � x �o1+A�{IOAL tKlatvt c vtc3N ss� u • � Wed OMOPY AREA SP � ; a IRM AQw rubrum °i"wd 5tmt' Rod Sunset Red mom$ 3-YT CcHp* ' ` t f Q >d l 40' G.C. t f, 34' ; tT. ! 510 q, 1t, I►� va O h b a -_ 1. ' t-tat�stu tnaMftta Mcwnt�st Sivarhell 3.1/2 GaUp�s a IB Q 2+0 RG. MN, 2 T. 12 �r . I-iM f.:_3:s s 9 8$ sq. it, ?. o'vN R►o Hill C IN Rex x 'Naft R, Stevena' Plelite $tev" Ncuy "' " Ip>az M 4.'-P►' 1•t at IF3 S 6 15 ljf;, ' . 12' 1 T. ! 4 sq. it, �� �Q �'� �, �Ti0N NO LES � w lGG Ilex orawa,'Grmi LvWae Greon Lustrs Japw" ' tvRtJ• HaIG.HT .ID -8 B 3'NMI-O" 0.C. MN. 5' l-t'f, ! Ib . tt. QZ tilyer tS� ?� cn'cc pRQ fj S1-IALI� MAPM F � D�" �Q °c:. ����y aQ Q U7 I. Ak i. Tom' TO W PRESERVE AAO TE ; WrrI�I PAST .O RESON AT A fT CLEARLY VIS TO T N C,�ntr e Sao AI.1. A� Gard °0��3 �'" s d C .2 . OpATCa, NO LAND Dt57� ACTIVITYAG.L .� ?iL '1'I-i �W TRC� -WAS'SEEN IN BY 'i'WE CONTRACTOR AND = f� ��. e/Ya`� IN$PECT90 AND APRQVED BY THE COUNTY DEPARTMENT. NT. i'fRAI 'CC bPR I .AN°TS . o F�tT vE CUI�AR RAFFt�, AND TI-I!~ s�r'�� OF E8fflNG Cif Ne i ` PLANT �o � NTS SHALL 2. HEAVY SI-IA1.L NOT WfTf-!�I A� PORTION - TRUCTION MATERIALS AND WIL 1'E SPE( FICATtON, SITE 4UTS1C I IP-!•INE t'C> 'f't TO AAID PRO TP50TED, 1 TREE PER 0 SPACES OF LOT 'C•' ' �� � � `� � `r "' � REAR. 16 • SPACES R 4 Ti "9 3. F{ice ALL NOT �3E WERI�tITYED VVITI►i !Of? , FELT OF 'C't- QUT` FRONT - 9 SP DES 3 �� Li DRtp LINE C>Ir •'�>�S TO $M PR�5EtWW AND PR�T�CTE'D. SIDE tt SPAC 4. TOXIC MATERIALS SMALL NOT 89 STORED WITHIN M FEET OF 1I ' VI1�ED f 41� AREA 4 T'R� Oul" ICE 'ORP -LINE OF TREES TIOSE . AND MTEC'CED. �ii 17 AREA .3 TOMS S((A R/9XIS ',) _ PROVIDED SIDE ARSA 3 :JE31'°a. 0.00 NO LAND DISTU� ACTIVITY SidALL SEGAN UNTIL TIE TIC 1 A PORTION OF PROTECTIVE t-IAAS INSTALLED BY Tt- CONTRACTOR RACTOR CANOPY CALCIUM TRIP; � Sc'•3•� ' � " SP AND APPROVED tSY THE CITY ENGtNE71NG �.�._--- ,. B AND t 47o.a7 �� �J DEPARTMENT- AREA = �6,422 sq, ft. A P'CR T I Old 6. "415N FOR ANY KIND � WATER, WAeg, _ 45 �.aT G ELECiI Ai.., t3A .E, C?I? .O?!- R l�T .ITY a ICS 1S CANOPY. Aim► . i „ NECESSARY -WITWN THE LIMITS tl TIDE 05- O'TECTION O7 BEYOND 26,422 x IO tifl�� � 2,6A2.2 � N. � 471.46 � TREE �-�� TI�1E' LMTS OF CL�EA , TI-!E TtON PROM 111 T01 CS SIf I�TTED LAND Pi�vtl tom.. IVIA t,1RITYir ,� s7 A�. .� 'i1�NlTr4>I ��. e 1sEs s�-I.I.. nnAXua TO 'rtI S`r arlT 't� cA�lr AAA > °TUNN $HALL SE REQUIRED• WI -EN C�EIV ; 8Y T1-E OOLNTY AR aged .MWW *0 04 t1• X 6 #, x 3 w �.� H. / � � � � � � w .. ICAN'Tc:Y' 'DAMAGE F Im (lvmtd6 S**k q) . II ii 4. 1 M TWAT � ft. x 7 a 3C8 ° ROOTS O� � "fO 09 AND PRC?'1'EOTeD. IN +tf� 5 � t3q. h /�Ul TOTAL 84 Sl,=4LbffdG "A'► Tt? ICE CROWN, TRUNK 02 ROOT $Y$TSA CF. ANY �..� �/ 1. LOT AREA: 0.9133 ACRES �% -ANY pAMAt . BE A � � 2. CURRENT ZONING: o T �'(`� � PRESVED AND PI�TEGt'TI� �-IAI$. � Q , � � / / C O G. C-1, AIRPORT PROTECTION OVERLAY DISTRICT I�IA`t'ELY, IN =X=ANt9 WfTI-i TIC f�RA►Ci S T!- ! �/ K T CCONtROL. Ia,I�(�6 00` OAi E Mtn �� t �t a EC, ENTRACE CORRIDER OVERLAY BY A Ai. EXIST. GROUNq COVER cs j �. 3. TAX MAP &PARCEL NUMBER: 045C0-03-00-00060 8XIST.i l i TREE,,-' 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY N • � TRIG CIALiST. 6 / / , • CACT, OVER TIC toOT Cr-B�15MB5 V v / ,/. RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS n �. 8. SC} 1n W V90 AND PROT`EOTI 94ALL t9 low 8Y 'CMS 48. j O �,� A0�AN N A `, � I»XIST, T�2EE5 ! s � ` � 5. PROJECTADDRESS: 1010 GARDENS BLVD. a � TOW N. PATt�tb't BANK, � .� J � � ,. p� W VATN AN RON BAR EVERY 115OVA? TMZ7 Zc 0.t 2394 P. 133 PLAY TI-IE BA# $�. BE r�RIVEN 12 DIE .A WE) MOVED EIAOK AND F10 M IN p,B, a3gr4 P. 128 � 3 / � CHARLOTTESVILLE, VA 22902 � Y 1! `� HOLE •UNTIL. 'TII SOIL 1S LOOSENED. Da 1670 P, 422 � if `' � 12' ABC s� 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY: 1?.B, 41�9 P, 6T6 Tam EQI. T `� THOMAS B. LINCOLN LAND SURVEYER INC. 9. Tim PROTECTION O RES SHALL BE TI-IE LAST OF 'Tf � Y MTEC7IGN IY A . REMOVED t7C. SG "f`t- I� fAI�. CLEAN-UP. TYF'.. \I✓t R �TI 7 " CONTROL 671 BERKMAR CIRCLE- S 8IF CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 WI .t,.s AND/C17 TRW WAL,I ARE I UD, 9MT TRW LOT [}' . _-�_'� 3 - ' IQ, NO `iR , - - - �4" T IrE % 7. TEMPORARY BENCH MARK (TBM) IS SURVEY CONTROL POINT GPS-1, AREAS NOT DISTLOW. it _ . N ' ,; v' Ise r II A :' • . 'O6f :' ON6 2EiTE�SI�EWALK , r •a • ' NAIL WITH FLASHER, ELEVATION 472.92 III'. (SEE PLAN SHEETS) cw Tl - BL.G B �T �` . �' . WA I�t1CK LIGHT DIJTY �-®� ®-�-�--�- ®-0 : •. - O MACH F..00�s ..... 8. BUILDING AREA: BUILDING 8,458 SQ. FT. 0 T " g �0 CONTACT TOM GE% D ' . • VV/. A 4 ` / 9 FLOOR AREA RATIO TO LOT =16 9 51'l1GC� Tr�ANS WALL MOUNT LIGH e CG ,,. FITZ RAL 4 a �� 1 �v' DEVELOPER 1908 EMMET STREET A PORTION OF ° HM ` r Qua GHARLOTTESVILLE VA 22901 MA�.BCXS TMP 45C-3-B \ TR!"E - -5823 DNS ^ f`RVIC3t./S AI • •' A PORTION of. 3 Q7176 • v, �o � f�1`1'Y 18ol 4 LILT-fT OF LOT C .: . ICG ` � 550 IMPERVIOUS AREA:. 33,444:.68 sQ: FT. a"a -w .:! 0:91.33 AC. w D AR LA2 \\ 11. PARKING: _ > ,. REAR PARKING .AND TRAVELWAY AREA = 7,134 SQ. FT. 77 ACRES PAT D ON FOR SHOPPING CENTER . � E � • ••: ICG '•• . m � \�` AR \� OFFICIAL DETERMINATION OF PARKING R THE GARDENS }- 1 . f ` N COMMERCIAL o : N �' . �� ° APE REQUIRED AREA: 356.7 SQ. FT. `� BUILDING A (PIER 1) 12,114 SF 67 PROVIDED 5 /o INTERIOR LANDSCAPE RATIO TO LOT: 84% IMPERVIOUS l ,0 8,458 SQ. FT. . AREA PROVIDED: LAI = 87.32 SQ. FT. , WM - LAi fi- �° CG` /�~ PKt BUILDING B 16,834 SF 68 PROVIDED �' , LAZ - 295.25 SQ. FT. 1 "' JAMES & VIRGINIA HAYRICK, LLC 1 `�� BUILDING C1(HAMRICK) 11,88p SF 12 PROVIDED °a I ' - BUILDING C (PEEDEE) 8 SF 43 PRO iDED TOTAL = 382.57 45C-SECTION 3 - PARCEL B ►:' � a'' TREE AR AR 3 8,45 v '7 l PARCEL IDS 045C0-03-00-OOOOBD IN PATRIOT BANK (D) 3,350 SF 21 PROVIDED FRONT PARKING AND TRAVELWAY AREA = 4,640 SQ. FT. COMMERCIAL BUSINESS OR RETAIL TACO BELL 2,590 SF 73 PROVIDED ' ! FRO ( w : WALL MOUNT LIGHT '� \u 4. "� r (� Ttv� 48•t04t34 ' ALP �u CG 5% INTERIOR LANDSCAPE REQUIRED AREA = 232 SQ. FT. alit�eRBuq$• INC. LA4 > j `o ;TRE . n TOTAL 55,226 284 SPACES PROVIDED 17.8. 1120 P. 14 f I) a 4 rn7. !1� I� :�„ ' a; D !s '� .�'; s SHOPPING CENTER PARKING - 4.75 SPACES PER 1000 SF- 262 TOTAL REQUIRED C1 ..: AREA PROVIDED: LA3 = 246.23 SQ. FT. _ LA4 208.03 SQ. FT. LOT E � a � P rn' rn LA5 HAS BEEN REMOVED �( 1 / D' ' 12. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB . 1 h . LA6 = 404.68 SQ. FT. I�' 'O � �'' .�• . �./ ( a . „ TOTAL 858.94 SQ. FT. " P� ���\� -� A. , i ,o , UNLESS OTHERWISE NOTED. :a l n rn ' QPG� ��� : TRE1;. �-i / 13. PROPERTY NOT WITHIN 100 YR. FLOOD ZONE - 2031 sQ, FT. J 8 4 !� TE 1 !� s, i C�'It�N 14. PROPERTY OWNER: LAMES AND VIRGINIA HAMRICK, LLC SIDE PARKING AND TRAVELWAY AREA - � � :t�,-4 _ o .r 19 CG TYF',, o ♦♦^^ , 1 CG 15. MAGISTERIAL DISTRICT: RIO Va✓ AREA PROVIDED: LA7 - 2,063.09 SQ. FT. / r '7,, CG WALL MOUNT LIGHT ' HM /•, 16. MAXIMUM EMPLOYEES:14 (� AREA DEFINED F VEPCO ESMT. 2 r S 17. MAXIMUM HEIGHT OF STRUCTURE: 36 FW. i • y , _- .. ' :• DB '1120 P.307 � 1 \ � , , . CAN4P AREA t:/lti., ICG :: •, 18: ADJACENT PARCEL USE: COMMERCIAL BUSINESS OR RETAILING. _ _. 5 AR . s ��, TREEX A, MECHANICAL EQUIPMENT SHALL NOT BE VISABLE FROM THE ENTRANCE CORRI DER h� _.. _. -.. _._ • OG '�' 476.17 20. N0 CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. HM IN • >• . - " 3 ;o,p /` ®WV 21. CON TRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING ' : 1 e SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION CONTRACTOR R \` TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER LP A RiO N' Lp. :.. - : i s�oe 4AC' n => Z`�� / �WM UTILITIES N STORM DRAIN z F, I S AND STO AGE ,{ AFtEA STUCCO i • . �4N�R' p 6 / / AP �/�.,k 22. BUILDING MOUNTED LIGHTS 175W WALL PACK, FULL CUT OFF METAL HALIDE 11 a 47l,ia 8" MA wAl't' / ' v ';;,, A1„ qt , � ~ , HOR1Z. POSITION BLDG. MTD: LUMINARE t� ---� /` 14='• �� cirN i arNTiNr,= BASELIGHT COPR. BRONZE ANGLE SHADE A810/62 �} ' �-- . .... L 100W INC. Q.R 3Bw M� MAY St=t= ARf:t".N_ 5.10LP -•-I s65° �'23" 4 ' T LU {!+ A70•. ( �a` �A L"T"'DUTY v'/ PROPERTYLINE. ...'.. " • R� LII C- LA6 �- / T Q)47 , AC _ n _ .;7r; _. EXISTING CONTOUR ��{ -�' < ! n ate' 2 ' as T�I�lyt SA SANITARY L[ f •. / + / SEWS EASEMENT .; = : _. 1 00 pRA1�I dE T 3.38 O.a, 1 eXIST�IG CURB ( {.� o r ASE NT 1$7 P. 386 { +n cn 473.86 ..""-�I" - , 1 4 }0" C °----�---- EXISTiNO ECG (1}' 20' ACSAl. T� r ,53 ,v EXISTING STORM DRAINAGE �-`- WATERLINE TECTION i 5P �' -»-~" EASEMENTTYP. R 12" L�3 - q Fr 3 a '� B --- "" - ot�E - �--- EXISTING UNDERGROUND ELECTRICAL �� Z _ D.B. ,1123 P. 134• PLAT _ - 4. 12 PAR - s 4.76,83 UGT UGT EXISTING UNUERGI UND TELEPHONE ifJERSWiP i W 14" TR != ,i :00 1©" LOC .� _ . G G - EXISTING GASL �1E } i . T 8 LtMt'fCe� PAt 11 I ! RfA �SSD01A / 476, 1t, PARCEL 10� 06100.00.00.12300 4 TR '. A FH 471.07 "'TREE ' a7a�� 1` 7�.�3 77.E ��" IS� !LEGErA"`"_`o'" wwEXISTING WATERLINE p u 7.1 TION `TO f�' l�U _ SS z.EN ER1LgG L3 Tr A�,S, ..� h r �r xlsTtN .11 THS ARAWWR 15 TI•E PROPERTY } 1 ice„ - «�" UP a JAl�A� ZELKO V OP MOMT7 ENGINEERIW AND: IS .- .- . • .- - v>rYtri�' rMirl��i'1 1$ • L . SEt� l O7 135 TU PI d-3*L COPYRIGHT ry�n�rMrClvr �i:1hAtrl"hrfYvr W«CY1rM./yr � 4.7 FEAR EMERALD G VITA. PROPOSED O CURB t AWS, THSS �JRAWING MAY NOT �#,78.09 ' CMAL -BEAUTY " � MIROQUeEa PLPLISs•ED OR USED 4�R VT( AST R ' 1%2 `• 4 CAL+ = �� mm CANOPY AREA LINE IN ANY WAY NATHOUr Thy WRITTEN �UF� UARp�A1L GOLD MOP 4• . 6' M&�MN OF Mas Tz EssGr� RIND 2A" PINE G PEP~L.E- GROUND COVER 4rr.3o � LF STREAM 1 N. Red Sui t Ped M M iaa OeNCH MARK IS SURVEY PLANNER (Curf�ent• veto ) '`j C) CONTR01. POI N�F fi�$�1, ENGINEER (Curlrent I pment) t- m NAIL. WITH FLASHER. ' Q". � � ELEVATION 472.92 j R'U AUTHORITY = Q SE ICE A mountdh- SGverbetl 1 ARCHITECTURAL REVIEW BOARD LL m + • FIRE/RESWE DIVISION ► Ro.� cT NUtiIBE f �L������ N�11fg 'Stevens Holly . 56-04 BUILDING OFFICIAL 1 Si -LEFT .N' � ' VIRGINIADEPARTMENTOF NSPORTATIN Io 2 r Lustre 3 I9�1 E OF PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BVILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION DRAINAGE SUMMARY TABLE STRUCTURE tt DESCRIPTION(* LENGTH INV. IN INV, OUT SLOPE REMARKS I 15' RCP 3' 466-00 F67.85 5,0% , 4 70 ,0 C Q MAY 20, 2005 IW c>��i.opQ d Ar Rio Hill Ct. - .:. F WW Z O Myers ��� 6 z z Drive 'A° � 0, �C'°°o' 0 z WIN > > j W ac. <i a n z a � ry a.a.�zulc� U A PORTION. a o z OF LOT C SITE _ m .0I ti ,�,b� / f II~Irt± A PORTION OF I / IN� ts' I E ESMT, TMP 450-3-B 6„ BP 8 a� D.B 4 P, 679 f / / 470.47470�f,. .. A PORTION 1 I / / / p z67 . • . '�/R�bIlk .`� / OF LOT C51 / / u i w.rwrwr.. SUBMITTED LAND 1 I 47146 f �t p� , �� � .76E;7 AC. 1 \- �/ / CII V,I M� tit a , WM 02 cn LP�3c��r.°�' BUILDING „A.. �l 1 \ GENERAL hIOT"� �� = 111- z ° ,4 " // -.._ n 1. EOTAREA: 0.9133 ACRES ci, w -\ �, 2. CURRENT ZONING: C-1, AIRPORT PROTECTION OVERLAY DISTRICT ,0 Y N � \ \ \ �' EC ENTRACE CORRIDER OVERLAY M. ' EXIST. GROUND COVER v .( �q 3. TAX MAP &PARCEL NUMBER: 045C0-03-00-000B0 I¢ EXIST. ` \ 4" TREE,,"\ <s �� o I + \ 471,56 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY N c TMP 46-10483 (( `} �' BU SN ES U / ` \ 3 RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS PATRIOT BANK, N A• I EXIST. TREES j \\ ST R VAT R o c D.S. 2394 P. 133 PLAT\\ EN 5. PROJECTADDRESS: 1010 GARDENS BLVD. D.S. 2394 P. 129 I ;, t \ CHARLOTTESVILLE, VA 22902 w 1676 P, 422 MI IZ' ACCESS \ 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY: D<13, 1129 P. 676 SDMH I , ? '. �1 EASEMEN.I 1 �\ \ INV OUT TOP 1 TR8E I� - THOMAS B. LINCOLN LAND SURVEYER INC. i 1 E PROTE TION s, , FOR DUMPST a6o,52 70.72 1 } __ ;i� ` / ` 68° 0'0 "E BIF \\ �2� 671 BERKMAR CIRCLE LOT D,. ��� 17.7:. ; Q �0 a CHARLOTTESVILLE VIRGINIA22901 434-974-1417 / ^ a o T EE �2 \ ����' 7. TEMPORARY BENCH MARK (TBM) IS SURVEY CONTROL POINT GPS-1 TEL . . 6 PVC �� 88 \ SDMH ED�1 "� ;. ' � alk' *' ® t •;` / INV IN \� ��v g� \\ �� NAIL WITH FLASHER, ELEVATION 472.92 N , O \\ \�6 \ (SEE PLAN SHEETS} TOP II 4 , . ��' . �1`1'� j `°"` f / TOMPH TOPH� 8. BUILDINGAREA: BUILDING 8,458 SQ. FT, 21 7 21 6 l / ti % - -- 471.10 470/96 9. FLOOR AREA RATIO TO LOT =16.97% O ° _ WALL MOUNT LIGHT F R i i �I s i ��� ,,� 10. CONTACTADDRESS: TOM FITZGERALD DEVELOPER 1908 EMMET STREET �) ► r�� ' A PORTION OF `f' ° ° --•- INV O �'_ �� ° �\ �' zr CHARLOTTESVILlE VA22901 I �'✓ AIL oxE�s 3 , TMP 45C-3-B % �Ewr!Rrs�v(!cE 0 o a Q ° \� TREE ' I e' A PORTION �2 a OFFICE: 434-293-5823 6 c `�. 1 I �C + �' ....�.. ,� ..�.. ,.:.�, �,3'RCP c' a . / / ~ \TY K" t OF LOT C x 10" ND� --� \ Q fNV I p P ®5,0 \ \ �' FAX; 434-293-7550 Q ;3 r� REDUCED PRESSURE RACKFLOW 3 " ' , 0.9133 AC. o 11. PARKING: PREVENTORS SHALL 8E INSTALLEC? / 1 !I `: O 0 MIN: 2.0� � 46&.44��. ,34 \ EXIST. ASPHALT\\ \ • ` 6.5 SLOPE ss DRIVEWAY r ....I INSIDE THE BUILDINGS. / \ 0 I :_ COMMERCIAL A PROPOSED \ IRlV OUT OFFICIAL DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER 456.5 0) I` 4 1,(,8 8,458 SQ. FT. to C53 SL TTED BUILDING A (PIER 1) 12,114 SF 67 PROVIDED } -- �� PKNF BUILDING B 16 834 SF 68 PROVIDED �" CATCr $ASIN / z WM ��`�� " 2' JAMES & VIRGINIA, JAMRICK, LLC 2 PROPOSED B INV. s 468, 4 CLEAN -OUT C6,1 / �e7 \ BUILDING C1(HAMRICK) 11,880 SF 12 PROVIDED °a D ' I 45C-SECTION 3 - PARCEL B - s \\ 4 TREE BUILDING C2 SPEEDE 8., Qg�PARCEL ID D45C0-03-00-000080 m; © ' � 4 Uj � 472.37 � �( f7 458 SF 43 PROVIDED ® � II .. # �� i?Op -' PATRIOT BANK (D) 3,350 SF 21 PROVIDED III ti ;,q COMMERCIAL BUSINESS OR RETAI �: \1Is TREE .01 Q N P - a 4 p o I ~� - WALL MOUNT LIGHT N w • ,.�- ss 47/7 PROTECTION TACO BELL (E) 2,590 SF 73 PROVIDED TM 46 10 B, fil 47 � „ 4 +LP " t BURGERBUSTERS, INC. 14 { -•�- c1; PROPOSED 4 C ® W LU D.S. 1120 P. 14 '` `F I b t - 4 F�( 4" THE INV OUT R'�i; ® �� 2 r ui. sr) SAN. SEWER SERV E w TOTAL 55,226 284SPACESPROVIDED 0 _j "" U 458.76 r ri „�,r DA '' 2 y • to �s ®MIN, Z.Oi6 SLOP 472.7 �. / 55 SHOPPING CENTER PARKING - 4.75 SPACES PER 1.000 F- 262 TOTAL RE UIRED �1 Qy L O T F ® vSEE NOTE 22 Q TE�� / Q 12. ALL DIMENSIONS ARE MEASURED Q � 1 0 , W 6.5' - s 47z• OX? TO QO 0..10 NDPE t WI .� '' �^ �' s Oq �'1 UNLESS OTHERWISE NOTED. s a r` :i F+al ` 4 C m MIN. 2,b� �I i / ; k .. A.• • / / .� 13. PROPERTY NOT WITHIN 100YR. FLOOD ZONE SLOPE �. f ,f P :. u 3`. o� �.� Ill (� v j 6.2 \ ss. 0 5 'j " �1 14. PROPERTY OWNER: JAMES AND VIRGINIA HAMRICK, LLC o ° t 15. MAGISTERIAL DISTRICT: RIO __-- 1 ,+•n„.®�It .IID� 3 �,\ �/ 5/ 16 MAXIMUM EMPLOYEES: 14 , ' Roos DRRrNIn WALL MOUNT LIGHT r- OO �� S/ 17. MAXIMUM HEIGHT OF STRUCTURE:36 FE T. STOR ATEI s a. 1 �`� �s ( s 18, ADJACENT PARCEL USE: COMMERCIAL OR RETAILING. (v I p 15 VEPCO ESMT. / s DET N ION '" DH �20 P.307 ;� �o /\��1 O 5� 1 19. MECHANICAL.EQUIPMENTSHALL NOT BEVISABLE PROM THE ENTRANCE CORRIDER Y: 2 6 0 It - �.-,...._._.._-».._.� 6 - I 4q q.9 H o /�\ j 4" TREE \ - 20. NO CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. -. _.....� Bn- .. GRATE " 47p �.fl.; '"` "' SEWER E T TO g i 475,1�i 21. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING + SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION, . J ;;r \ O •_� _._ •,G`-��,�. • . • a• -- ti /� .� CCONTRACTOR 11. pj ► .. / 2 / / / A ��C)• r: a `� `� - - TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER / ` 458.E - -A' '°�' ® \470'SOJ - 3� / ati �� UTILITIES AND STORM DRAINAGE ' LP . �- A PHAL LP ._.. , -. �. �'� \ :�.--'' fro W : 1�r-- -- P RKIN rOQ ag ti / /jgs \�� . r 22. BUILDING MOUNTED LIGHTS- WALL PACK, FULL CUT OFF METAL HALIDE rn AREA / Q :�< rr / V ' L STUCCO { � a • , • � • w �,,--� -` � o 1GIAP ,� a HORIZ. POSITION BLDG. MTD. LUMINARE 6` MA / / WALL SDMH 41 �" ""ps :, �-- G, '" / / �,� / o / �! 479.14 k� 23. SIGN FIGHTING- BASELIGHT COPR. BRONZE ANGLE SHADEA810 62 47�,12 !! / o TqP _ Q� f/ / z LP / CG- �,0 O ''"� / / \ /� / / / / ! L�`GE 100W INC. OR 35W MH MAYSEEARCCH. 5.10 W �_ Q o / ( AV O T - , $Q SEWER /0__ AV I IF S65.37 23 t~ . 457,44 cc '1. t 1. �,... / / / / / , / 3 PROPERTY LINE y_ Q 70,4 ..- �N� BRA c/� / / / Cy CL EXISTING CONTOUR I a +� j_._ b oho o� �� �' �/i / 3 % Q II / ! I 4 j- �pCa / D ' \ . 20 AGSA SANITARY - - -_ - - 25 ST-4RM S ai \ /�i - - - - -- - EXISTING CURB 1N SDMH I / DRAMAG'E 4" T} .%' i OC SEWER EASEMENT �--- CA / tN TREE PROTECTION \ 7a'3� a.B, 1167 P. 3s5 W 277.17• --'" -'"^f TOP I - / �s,�M�,,ra o / ,47./5/ l x EXISTING EOP .. INV IN ,- INV T SMH / 10 C ' (f} 457.5 447, 4 20' ACSA� r T `� �� -�" i / / / 53 .� % 1 as �,�--\\ 36„ �cP --,,.y-�' TOP O �� 4 �. o ✓ / / EXISTING STORM DRAINAGE ®I"' 1 !NV 4 7,85 INV OUT PIPE EXISTING WATERLINE 14 VC;P 47 6 c, 5 / ��'' / FIRE HYDRANT �'I2L / / OHE QHE EXISTING UNDERGROUND ELECTRICAL Q t 1 N T VISV E -"'" � Q EASEMENT I' INV IN 459.16 �� � o �. � � \ GR TE I� --i'"''"` p�1t123 P 1134 19, f �S o� r /�'� / 141' PAR \TOP - l \ 1 .-�� / `-"� \ ,TOv"g76.83 � c � EXISTING UNDERGROUND TELEPHONE 4`71,25 f f I 1 I 1 f I I - ! I __ ✓ .. TO �j Q- . \-� A•R�rra- w :4 TR E �s4.2 - RIO ISSOCtATELWE11' ¢ C� /i` �0-12300 4 TR E% 4" TR 471, �,,,- i 476. \ SDMH PARCEL ID# 05100�0{?-0 470.15� FH a" T ROE 4 10" c EXISTING GASLINE 71.83 ( 1 { C I �r'47i73 Nb`6 / 1 - ' 7,61 W W ---- MORETZ ENGINEERING . EXISTING WATERLINE 1 - PAY i�a- N� f .: - �/ . fiEC / W T"S DRAWING IS - THE PROPERTY. = `r % A L� - 0� S5 :: -- -- ScJ QF MORETZ ENGINEERING AND115 G u - �+ _ - - - - -� Jra. _ ram? r = 1 �, r -� 10 PAR EXISTING SEWERLINE SUB.IEOT TO FEDERAL. COPYRIGHT PED UP _ _ _ _ - - - _. - _ - r � f � � =! � _ 4 7 8.0 9 REPRODULAWS IS DRAWING MAY CED, PUBL SWED OROT BE USED PROPOSED CURB IN ANY WAY WITHOUT.THE WRIMN -------•"' PERMISSION OF MORETZ ENGINEERING. 477,E-----'" 375 ' PROPOSED CONTOUR �.. ' ( )- BENCH MARK IS SURVEY U� �� _ _ -" - (f ,ftl Sit W _ /-- ► - PROPOSED STORM DRAIN Z .z o CONTROL POINT GPS-1, �. N T = W NAIL WITH FLASHER. ^' / - ELEVATI472.92 f tr1 (1a ON 475 --'"" ALL UTILITY AND STORMWATER MATERIALS, � PROPOSED DRAINAGE BASIN Q . C Q W � INSTALLATION SMALL CONFORM TO TI-E SPECIFICATIONS 4u -SS-SS- PROPOSED . SEWERLINE ��� . • -'" AND pETAILS OF TI: E LOCAL AUTHORITY. X14 � �, _,...-- W --°- W -`-`--- PROPO PROJ8CT NUMBER . � SED WATERLINE SCALE;. WM 36-04 1�� rI ',Gr� 0 PROPOSED WATE12 METER 15' CAS LINE ESMT, ^ p;B• 1147 P. 579 O 10 20 40 5 S�NEET NUMBER �-120� PROPOSED SPOT ELEVATION . �e� W/ DRAINAGE FLOW i�IG►# OF 8 I/2" PREMOLDED r EXPANSION` JOINT WHERE WALK IS I" RADIUS PERPENDICULAR TO CURB BITUMINOUS SURFACING L� f I�I�•�.I I I ��,• i CRUSHED STONE BASE COURSE : ' CONCRETE 6" CURB G 1 TYPICAL _CURB SECTION FOR SOAL E-NTS rr .i►... " n ■Lt�� NOTE; CONTRACTOR TO SACKFILL CURBS AS SOON AS POSSIBLE TO AVOID PONDING OF WATER BEHIND CURB, rvninnicinnin �nnnrt.ir_ i �i i 2 COMPACTED NOTES: 1. A CONTRACTION JOINT I" DEEP WITH I/8" RADII SHALL BE REQUIRED IN THE 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 STRUCTURE INCLUDING PROPOSED OR EXISTING BUILDINGS, 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK, 3. CONCRETE SHALL. BE 3600 PSI, IN 280 ' - . 1/8" PAD. 1" PIOR TO_ SEEDING OR PLANTING 4 SEE SITE PLAN 1\2 FIN H ( SIDEWALK ,III^ III .! 1,'Jq' •!' .�. ,f•' .: • ..e{ '� ' ASPHALT COMPACTED FILL ON SITE WHERE WATER DRAINS AWAY FROM WALK INTEGRAL WALK_'CURB DETAIL SIDEWALK � EXPANSION B SCALE-NTS NOTES t APPLY NON -SLIP BROOM FINISH TO, HANDICAP RAMP SURFACES BACK OF WALK BACK OF CURB (B,C,) FACE OF CURB TO EXCEED 120 SLOPE N T FLOWLINE VARIAB �.:_.._ a__._.a 6_0" 5►- O" phi q oa0 p� q��pp QpOp0 c ��004000 04co 00 4ag404 qQ 00 7`apg4Qg0 1O44 gQOQag4�pq 0 OgRi3� 0o p0Q p0q Q0o 00 000 00a� oQ�oo �oo„o0p..o4ono0 a0a�na,.,a COMPACTED 21/21A 0 SECTION• AA THROUG—I FLOWLINE RAMP SURFACE•EXISTING WALK 1/4" PER I' (BEYOND) WHHEELLCCHAIR R MP. SLOPE c ATYPICAL RAMP SECTION ii nc.r+�o�r+i�v .�F.,�.��..��� F WHEELCHAIR 2AMP-DETA GHT DUTY PAVEMENT ��E+N*�- �F^" / 2'-0" CURB E GUTTER DE TYPICAL STPIPING DETAIL _ SCALE-NTS J HANDICAP REFERED PARKING C3,i . PEDESTRIAN WALKWAY °+ 4 G, 1 •4 ' a A 8 F HANDICAP RAMP W LU L PARKING PARKING SPACE JACCESS AISLE SPACE 8'MIN, 5' MIN, 8'MIN, 8' VAN ACCESS NOTES, 1, TWO ADJACENT HANDICAP PARKING SPACES MAY SHARE A COMMON ACCESS AISLE, 2, STRIPES FOR ACCESS ISLE AND PAINTED SYMBOL: TO BE BLUE, F r,,"' _HANDICAP ' PARKING I DETAIL $GALE=NTS ISOMETRIC IL FOR D VAN CCESSIBI RESERVE PARKING VAN MAXIMUM PENALTY ORv �Ci A —JOINT .SEALER 'i JOINT' FILLER-1/2" PREFORMED HOLD DOWN I" FOR SEALANT .EXPANSION JOINT i/8" RADIUS CONTRACTION JOINT JOINT DETAIL SCALE-NTS PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA.DEPARTMENT OF TRANSPORTATION a BOLLARD 6' HIGH GATE FRAME TO BE 1 1/2" DIA. GAL PIPE W/ TURNBUCKLE 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 -SCALE-NTS SECURING GATES IN. CLOSED AND OPEN POSITION, NOTE DUMPSTER ENCLOSURE I -SIGN Rd-8c BE 6' IN HEIGHT, (ONE SIGN TO READ "VAN ACCESSIBLE") CONCRETE BLOCK Rr-8D HANDICAP SIGN DETAIL AND VAN ACCESSIBLE HANDICAP SIGN DETAIL. BRICK TO MATC BUILDIN( VENEEP NOTE, SEE STAKING PLAN FOR • PAD DIMENSIONS 5E.CTION DATE MAY 20, 2005 0 op0 t � o �coT) n '- z O 95 Z zz v�w O zz U)In<N ry IY Ill1W0Ww Iia n zw cncncr7�?u��1 iozl iiLU d_cvmvIn o . v rrrr-rt i� UJZ,cE f82r-@ n o z2 ,� ���.� r kRD 0 W I-- ` � 17— - w W W BAR 12 O/C [ MORETZ ENGINEERING THIS DRAWING 15 THE PROPERTY + OF t/,QRaTZ ENGINEERING AND 15 &eJECT TO FEDERAL COPYRIGHT LAWS. THIS DRAWING MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITNOIR' THE WRITTEN PERMISSION OF MORcTZ ENGINEERING, 'jor �r7G m F �� m U Q Q Z m W 0 93�c 14w, SCALE-NTS 36-04 SPEE T NUMBER C3.1 OF 8 i •• Y L •r a • 1. I VARIABLE AS DIRECTED j�BY THE ENGINEER 8ACKFILL MIN .8" THICK LAYER OF GRAVEL. FILTER FABRIC Milt. Komi V-TPE-NCH --� FILTER FABRIC POST GENERAL NOTES, .1. 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, 2. REMOVED SEDIMENT SHALL BE DEPQSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. ` 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS MADE A5 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. SILT IEICEN #5 WA54ED ST09 EXTENSiON OF S7tDRAt-,E ` FABRIC AND WiRE INTO THE TRENCH WIRE 11 E PABA10 SHALL lie A tv�Nii W CP Sr IN WOTIA DICE Z P LIM PA 00 SMALL E9 MQAFI LOG PA 01C OR 9WIVAL9W. It ._, > <' ... ! I "'"`t ( C SALAD/ �,c��ANNc -rr� ads y����o� �wi Svr is TQ (MAIN FOR A PM00 OF MC?;RE 11" 30 DAY c,• , r• •r•• I I 1—^III--• . a STEEL- POSTS SMALL: BE 5'-0" IN HE04T AND Be OF THE SELF-FAST13,ER ANOLE STEEL TYPE, 4" COMPACT® FILL SILT M R p� to MAINTENANCE NOTES( t � gym_-�- I, FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAWALL AND AT LEAST DAILY qE tiNG PROLONGbO RAINFA..L, ,II I ANY (REQUIRED REPAIRS SHALL 6E MADE IMMEDIATE .Y. 2 SHOULD THE FAE3RlC DECOMIPOSE OR SECOW E INEFFECTIVE PRIOR TO TI-E END OF THIS EXPECTED USABLE UFE AND THE SAPPIER STILL BE NECESSARY, THE FABRIC SHAD- E3E REPLACED PROMPTLY.-- 3. SEDIMENT DEPOSITS SHiOLLD BE REMOVED AFTER EACH STORM EVENT. THEY MUST ISE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. �r- 4. ANY S 01MENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE VK FILTER E3AKKIB7 !S NO LONGER REVUI12E»U SHIALL r3E • . -�'- DRESSED TO CONF-ORM WITH THE EXISTING Cr~'ADE, PREPARED AND SEEDED. TEMPORARY' SILT 'FENCE' SCALE NTS TRAP R An SECTION A -A STORM INLET SEDIMENT STctle RT SCALEsNTS PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION • 6-MIN >, r. TER FABRIC PROVIDE APPROPRIATE. TRANSITION DER STONE BETWEEN STABiL.iZED CONSTRUCTION ENTRANCE AND PUBILIC RQHT OF WAY ,SECTION PUBLIC RIGHT OF WAY m View C TRUCTION SPECIFI TIQNS 11 STONE SIZE SE 2' TO 3" COARSE AGGREGATE, 2 LENGTH- AS 512 OTIVE, WT NOT LESS THAN 50 FEET, 3, THICKNESS- NOT L.E$$ THAN 6 1NOl-IES. 4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINTS ' GRASS AND EGRES113. 5, WASHING- WHEN NECESSARY, WHEELS SHALL BE OZANED TO REMOVE SWIMIENT PRIOR TO ENTRANCE ONTO PLELIC RGHT OF WAY, W 45N WASHING iS Z-Qi , IT SHALL BE DONE .0t AN AREA STAB LizED WITH( OpU94EDSTOrE Wi- al DRAINS INTO AN APPROVED SEDIMENT TRAP CQ SEDIMENT BASiJ, ALL SEDIMENT 34ALL. 5F_ PQEVr=NTEO FROM ENTERING: AW STORM DRAIN, DITCH OR WATERC UL W THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTI jp ApppOVED METHODS. 6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT•. TRACKING OR FLOWING OF SEO#AENT ONTO PUBLIC: RIGHTS OF WAY, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL. STOW AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MF..ASLPES USED TO TRAP SEDiMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST W REMOVED IM &DIATELY, y FILTER FAERIO SHAD. BE MIRAFi 500'OR .EIOUAL, C EMPORARY CONSTRUCTION ENTRANCE/EXIT `MEORED ERE,ARATIONr FAL(� II�INT�R. � �PRIN� .1. $urtaoe Water Control Meal % To Bar installed Aoco dng To Plan. SEEDING >♦ SOIL AVIE!,lptvENIT M?XTI.REt 51S=01NG & SOIL AtvIENOMEN"t' MIXTUREr 1, Obtain Erosion Control Plan Approval And Necessary Permits. Z Area$ To Se Seeded Shall Be Ripped And Spread With Available Topsoil FRQM . L - AM-L 2,: Prior To Grading, Install Required Erosion Control Devices, 3 inahag Deep, Total S69dbed Prepared Depth Shall Be 4 inches to 6 inch" Deep, 2 POUNDS ANNUAL, RYE WI%S$ I including Temporary Construction Entraroes, Sift Fence, and Tree Protection, S. L0o89 Rooks, Roots, And Outer Obstruotlons Shall' B6 Removed Fran Oa PO"S H U11 D SENI UDA 0 POLN08 � BERMUDA 25 POLNOS 10-10-10 FE RTILM 2 POUNDS HEia-LEES BERMi.AL+, 25 POLMS IQ-10-10 FERTILIZER 78 P 3 Lu�AE5 TONE 3, :Grade In Accordance With Construction Documents, The Sxfoce So That They WIII Not interfere With Establishment And Makttenowe Ot' V tatlon. Surface For Final Seedbed Preparation At age 75 POUNDS LI OrE 4.. install Ail Utilities And Storm Drainage Pipes With Basin Protection Finished Grades Shown, Shall. He Reasostcbly SmAnd ooth LlnitcIft � � a. Fertilizer And Ume To F,% Applied Uniformly And Mixed With Still Dung Seedbed Prepar�itlom 2 PC3I�JDS� RXE GRASS E PLO BROWN TOP MILLET .Stabilization. As Required As Soon As Graded Areas Are Completed : Or Where Work Stops, I., 0,5 POUNDS HULLED BERMUDA I PWO "LED i�EIRMMA I POUND L! 4jLLED BERMUDA SS 2 POUNDS 8AHIA GRASS' OSEEDI� S 6. Complete Fine Grading. R�LIREb�r2 500 Lbs✓Ao, 0-20-0 Super phosphate 2P110.tRT IZB2 75 POUNDS LIMESTONE 75 PO L NES 7, install,CLrb And Gutter, 225 Gai✓Ac. Asphalt Tie --Down 8. Place Stone Base Course And ;Asphalt Paving, Work Lime And Fertilizer into $oil 3-4 inches Deep. See Charts For Speoiflo Seasonal ReootflMOrxiatlom For Apply 44= Ib/care straw. Anchor straw by tacking with t Apply 4,000 Ib/pore straw. Anchor straw by tacking with 9. Prepare All Disturbed Areas For Seeding Or. Ground Cover. Temporary Seedlln csspha% netting, or p MUoh ardIvIng tool, A dEec with oapholt, netift a a truloh w&alrlg toot, A disk with 10, Apply Permanent Seeding And Ground Cover, blades set nectly &alght can be used are a mUoh anotarlrpl blades set nearly straight can W used as a mulch arsohalsn toaG toot 11. After Site Is Stabilized And Approvals Recelved, All Temporary ' Ryet e I ze f growth is not hilly, odeglate. Reseed, reteMllze M��+ r2e ertifte growth is not fully odecwe. Re3e04 reforrtlllza Erosion Control Devices Shall Be Removed And Those Disturbed Areas Shall Be Se6d8d, and muloh irm lately 1011OWN eroalon a other dMX*% end much immediately following woslcn or other danoge, TFMFi*CIPARY SEEDING SPECIFICATIONS CONSTRUCTION SCHEDULE DUMP $TRAP -� iN RESAR FOR SAG -- REMOVAL FORM INLET - SEDIMENT SACK IN5 ALLATi_oIN_ 9=1 EXPANSION RESTRAIN' (1/4" NYLON POPE, DUMP STRAPS 2' FLAT WASHERS) 2 i±ACH BAG DETAIL OLUP STRAP CATCH BASIN SILT SACK Y.a' LENS , SCALE-NTS MAY 20, 2005 p co0 ffi i— Z o 0 o cn II-- O zz >a m _ q >n�ilv`� a W 12Z III 1!J W l!J UI U3 al. laCW3: o^N614oO Seeding Mixture . late (Ib/care)` colas • �c: Htend of 50% KY-31 tall fescue and 5056 mixture 200-250 fi �.`••�: oof' two or more turf -type tall fesoues t Blend of three or more turf type fall fescues 200-250 Seeding Dates • winter Best Aug, 25 Septa 5Rest Possiblet Aug, 20 - Oot. 25 Possible= Feb. i - Mor. 31' For duality turf avoid spring seeding. Where grading Is completed z• sr'e:9>r,, during late winter or spring, an alternative is to seed 30 lb/core Kobe lespedeza, keep mowed, prepare seedbed, and seed permanent mixture a 8, between Aug. 25 and Sept, 15, (D c: °' .2 8 C) G rnE�2 FZ00 r. ly Soil Amendments C is a g n A$ Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre LLJ '>' o E o � $ ground ogricultural Iimestor►e and I,000 Ib/acre 10-10-IO fertilizer, v ° ? p IU. : c w E 2 Y� Mulch • Apply 4,000 Ib/core . grain straw or equivalent cover of another suitable mulch, Anchor straw by tookinp with asphalt, roving, or netting or by crimping with a mulch anchoring tool, A disk with blades set nearly straight can be ^� Y used as a mulch anchoring tool, m Maintenance Fertilize according to soil tests or apply 40 Ib/acre nitrggen 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 during warm weather, as this increases stand loss to disease, Reseed, fertilize, and mulch damaged areas immediately. Mow to a height of 25-3.5 inches as needed .. M,�i Imt;r1m SPECIFICATIONS I. All Erosion And Sediment Control Measures' Shall Be Checked For Stability And Operation Following Every Run -Off Producing Rainfall But in No liaise Less Than Once Every Week, Any Needed Repairs Shall Be ' Made 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 B000mes About O,5 Ft. Deep At The Fence. The Sediment Fence Will Be Repaired As Necessary To Maintain A Barrier, 3. All Seeded Areas Shcall Be Fertilized, Reseeded As Necessary, And Mulched According To Specifications To Maintain A Vigorous, Dense Vegetative Cover. MAINTENANCE SC NOTE I. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. ONE FOOT Fa 2. PLACE BARK MULCH AT AREAS NOT INCH OF TPL" PROTECTED BY BARRIER. 6' MINMJM WIC 3. BARRIERS SHALL EXTEND AROUND TRUNK AS SHOWN, THEY SHALL ENCOMPASS THE TREES WITH A RADIUS' OF NO LESS THAN ONE FOOTM FOR EVERY ONE INCH (i") OF TRUNK DIAMETER UNLESS OT14EPWISE 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 ACTIVITY. TI-EY DEAD TREES AND SCRL JE .DISTURBING SHALL BE CONSTRUCTED OF ORANGE POL5YETHYLENE TO DESIGNATE THE PROTECTED SHALL. BE CUT FLUSH WI' ADJACENT GRADE. NO G AREA AND PROTECT ROOTS, - TRUNK, AND CROWN OF ALLOWED UNDER DRIP Lit THE TREE, EXAMPLE, 2"X4' STANDARDS AND I'x4' RAILS, AND ORANGE POLYETPYLENE LAMINAR FENCING 4. TREE PROTECTION ZONE SIGNS SPACED A MIN, Oil. EVERY 300' THE SIZE OF EACH SIGN MUST BE A MIN, OF 2'X2' AND MUST CONTAIN T14E FOLLOWING LANGUAGE, "TREE PROTECTION ZONE, KEEP OUTr" H TREE PROTECTION DETA AT AREAS NOT PROTECTED BY BARRIER. I a LAC • ✓ Z �-: 0 =� U Q l~1 I Ca o W t� 0 MORETZ ENGINEERING TEAS DRAWING IS THE PROPERTY OF MORETZ ENGINEERING AND IS &V,3ECT TO FEOERAL COPYRIGHT LAW) THIS DRAWING MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEEN PERMISSION OF MORETZ ENGh ERlNG. Lt1 4 i� .0 Q . W U. ILL 0 1� PROJECT NUMBER 36-04 ' )MEET NUMBER • Cs.4.1OF 8 •: • i r U r NO CURS AND GUTTER TO SE PAID FOR WITHIN THESE LIMITS 10'-O" _OI • 4,_Orr 3._O" .3/4" EXPANSION JOINT 1 IN T 5 #, . a /l," N06 BARS—.4'„O" ' g" 8" " �PIPE—�1 j pim NOA BARS I ,. pp to TYP. INII�I cp N0.5 BARS 6" O.C. T P; PIPE r NO. 4 CATCH BASIN. �I 'DOWN 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 SQ. FT, FOR 6RICk fi HE WALLS ARE TO HE S" THICK. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE CONSTRUCTION, 2, THE BOTTOM SLAB OF THE PDX $HALL BE A MINIMUM OF 6" THICK CLASS A CONCRETE WITH A REINFORCING STEEL AREA OF 0.20 SO. IN, PER FT, WIRE MESH MAY BE USED IN LIEU OF STEEL BARS PROVIDED A MINIMUM OF 0,20 SO. IN, PER FT, IS MET, 3, FOR CONSTRUCTION OF THE CATCH BASIN LID, CLASS AA OF BETTER DETAIL CONCRETE SHALL BE USED WITH REINFORCING STEEL AS SHOWN. N 3"' 4 MORTAR SHALL BE TYPE S OR M 5'-4" 121,00 ,. TYPICAL "', LID, iE ■ NOA BARS 5, IF D�1REQ THESEATEMS MAY BE -PRECAST PRIOR TO INSTALLATION IN 4 LIEU OF BEING CAST IN PLACE, THE USE OF PRECAST UNITS SHALL ZTACKWELD FRONT LONGITUDINAL N /$• a . " NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING BAR 1/8" MIN, TACK (FOUR POINTS) (3) 9 -6 NO. 4 REBARS STATISFACTORY INSTALLATIONS, SEE STANDARD DRAWINGS FOR TO ALL TRANSVERSE BARS 6" ON CENTER PRECAST STRUCTURES FOR ADDITIONAL DETAILS AND SPECIFICATIONS, .LOINA!~3LE � 8" % '. ALLOWABLE � FIRM -- CONCRETE 6, REINFORCING STEEL SHALL BE DEFORMED AND SHALL CONFORM TO � TOP MAT )INT PLACEMENT AASHTO M31, GRADE 60, WIRE MESH SHALL CONFORM TO AASHTO M55AND M221, 99TAL. _0A! 7, IF STRUCTURE DEPTH EXCEEDS 4'-6", METAL STEPS ARE TO BE PIPE PLACED ON WALL, 8. WHEN IT IS NECESSARY TO PLACE A CATCH BASIN IN A RADIUS, THE $' •4" FACE OF THE CATCH BASIN. TOP SHALL CONFORM TO THE HORIZONTAL CURVATURE OF THE ADJACENT CURB WHEN THE RADIUS IS .100 FT. 012 LESS, OTHERWISE, THE TOP SHALL BE RECTANGULAR WITH SQUARE CORNERS, IN ALL CASES THE BACK OF THE CATCH BASIN TOP SHOULD 0FOLLOW THE SAME 'ALIGNMENT AS IT'S FACE, 5E DETAIL "A" 9, LIFT HOLES MAY BE PLACED AS NECESSARY, ALL LIFT HOLES IN THE p LID SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION, 8 4_O 3," ACK- ; ACING !._.,.. _..............J , ^�.,.. d• log 11 W/CLEANOIJT DETAIL R "1" SCALE-NTS ,-LIGHTING CATALOG CUTS SCALE•NTS t PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION DATE MAY 20, 2005 do' o rllp`ra,r� 0011�> tlb•G2 6 ,F'fYi • .. .�Y ?` `E 1. ,� ft � " E C Lmea 2 n Rl i5 E L.U.2aE tM2R@) Ig o z00.t ro 0 Uj 0 CD Uj T QC) _Z CAL Q MORETZ ENGINEERING THIS DRAWING IS THE PROPERTY OF MORETZ FN GINEERING AND IS SIBJECT TO FEDERAL COPYRIGHT LAWS, THIS DRAWING AAAY NOT BE REPRODUCED, PLeLISHED OR USED IN ANY WAY WITHOUT TLE WRITTEN PE2MI MN OF MORETZ ENGN'512 NG M Z =. W 2 Q Q q Z m O O � I'L •c° 't PRO.IECT NUMBER - X)36-04 SHEET NUMBER CP),I OF 8 SECTION A -A j TYPICAL.ISL04 A .r,n.rr�rrr.sr SCALS-WS APING PARKING MUCH ENTIRE IsLANO (WHERE AAPPPLICABUE) PLAN 1♦ I h ♦ , PRUNE DEAD OR DAMAGED �, �< BRANCHES. DO NOT PRUNE �� ` ► �,�'S . ,, CENTRAL LEADER, Y,i ^• 1 REINFORCED RUDER HOSE, ARBOR TAPE, 012 NYLON WEBBING 2"x2" HARDWOOD REMOVE STRINGS, WIRE ANp STAKES (TYP. OF 3) BURLAP FROM TOP 1/3 OF BALL PLACE TOP . OF ROOT T EARTH SAUCER - BALL SLIGHTLY ABOVE SURROUNDING GRADE CUT EOGE ORIGINAL SOIL. '�--' ' "--�' �'--' ► • !„1_ .AMEND AS REQUIRED V. 1,' �r 4' MULCH , DO ROUGHEN SIDES 12" NOT MULCH NOT TRUNK OF PIT OF TREE PLANT ON UNDISTURBED SOIL, A AS SCLOSEPLE TWICE BALL_, :., DIAMETER �`\N DECIDUOUS TREE PLANTING DETAIL SCALE-NTS PRUNE DEAD OR DAMAGED BRANCHES, DO NOT PRUNE CENTRAL LEADER. PLACE TOP OF ROOT - BALL SLIGHTLY ABOVE SURROUNDING GRADE ORIGINAL SOIL, AMEND AS REG01 UNRISTUF SOIL TWICE BALL DIAMETER -- ARBOR TAPE, OR NYLON WEBBING 20x? HARDWOOD STAKES (TYPf OF 3) 4" ,MULCH, WITH PLANTING SAUCER, DO NOT MULCH AGAINST TRUNK OF TREE Ns--25ARTH BERM{ AROUND BALL f--REMOVE BURLAP FROM 1 � . TOP I/$ OF BALL . QONIFEROUS TREE PLANTING DET i c2"x8'. OAK WOOD STAKES -SSER HOSE X. ,ANTING MIX AIT OF ROOTBALL +WIPE TIE50 TO WIRE- TIOUNIPTREE (MLLT-1-TRUW) - GROUND •LOWEST •' J - 11 00 /WITH HEMP STRING 00 ---QOOT BALL WATER BASIN �K'o • �� FINISH GRACE If aim —$OIL MIX SEE SPECIFICATIONS e�� :• - '<'�`=" ,l` It WIRE BASKET OR BURLAP PRIOR I= TO BACKFILLINC IN NAVY _CLAY SOILS_ OIZ WHERE l`NERE I%W P-% ,—IPh%MW 1—P" I V+ P-%W%76J-. r{19 W M%.A-6. V DEEP OR THROUGH THE {-BARD PA FILL HOLE WITH CRUSHED ROCK, VERIFY PROPER DRAINAGE OF THE PLANT PIT PRIOR TO PLANTING BY FILLING THE PIT WITH WATER TO - CHECK THE DRAINAGE $" I K=000 SCALEENTS PLANTING $AUCER,SET STEM AT ORIGINAL GRADE AS SPECIFIED.t NOT MULCH AGAINST $TEM11 o 6 MIN. LU ♦ .. , . �. UNDISTUMED MOVE BLJQLAP FROM TOP I/S OF BALL $OIL R ., .. ., .. GINAL SOIL,, AMEND REQUIRED VARIES SIQUB PLANTING DETAIL $04E•NTS ' �o„ L �TY�R�CA�LPLA NTING rcnxr—.L-D PLAN OF 12" DEEPER PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION DATE MAY 20, 2005 Wp00000. Q c�'v���O,t!. 0 Qo C z zz 0 22 0 2 �z� LU Uj W> V��' » Q' tu 0 w EL LLl z AD Q. MORETZ ENGINEERING TI.OS DRAWING IS THE PROPERTY OF: MORETZ ENGINEERING AND IS 5U3.EOT TO FEDERAL COPYRIGHT LAWS, TW$ DRAWING MAY NOT RE REPRODUCED, PUE USHER OR USED IN ANY WAY WITHOUT THE WRITTEN PERMI5510N OF MORETZ ENGINEERING, m m H 4 m Z M Qc L Q 9 L L0. PPOJECT NUMBER 36-04 %EET NUMBER �.��. OF 8 q- IC PLAN AND DATA PLANNER (Current Development) ENGINEER (Current Deve�t1__'---'- SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL TRANSPORTATION Date 08119/05 Drawn HQH Chocked lKGp Revisions z 0 - '121 Cq goo cn I Cm CID Iss C-4 0) C%l a = ERIS .0 now -vi IL *5 A B9 V C kv qw 40 CL 6 �I. to co qw CID '04g3 Cosa .MONO rb I �el QA son NF. .019671 i. A J LPL 0 W 0 IIsIs, Q < o CL w2 sheot LT-1 - I OF 1 OP11MA #05433,