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HomeMy WebLinkAboutARB200600138 Plan - Approved 2007-03-01 (2),3 r a A 9 ' G w � Rio Hill Ct. Vp O ti1 yers C Drive 7y ry o \. a MAY, 20, 2005 �M-%000001 W 4- 0 (1 OF L O T C O- S9/¢ jj! p6LTP �1 : • ' 'GENE`RAL- TRUCTION NOTES FOR SITE PLANS I // No, 2021.E �. , ------ A PORTION OF / �r� �, • TMP 450-3-B I / / / 6° BP 8" Bff 1, PRIOR TO. ANY CONSTRUCTION WITHIN ANY EXISTING ' PUBLIC RIGHTrOF-WAY, INCLUDING CONNECTION TO 5 I E E S M T. I / / / / 4 7 0.4 7 7 Q ANY EXISTING ROAD; A. PERMIT SHALL BE OBTAINED FROM TI-E VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT), D.B 4 P• 579 / / ` •' THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY ts' / \ A PORTION I I / � '� ° DISCREPANCIES OCCUR THE REQUIREMENTS OF- THE- PERMIT, SHALL GOVERN, / // \ OF LOT C 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ,, I I ' / 4" TREE 1 SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED. 1 SUBMITTED LAND 1 I f� 47146 : VIC�`I NI?'�/ MAP RE HALL 6E PROVIDED IN ACCORDANCE VWITH THE APPROVED I .7667 AC. \ -�� (' \ 3. EROSION AND SILTATION CONTROL MEASURES S OV/ _' EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. WM I \ y II i @�z� I \ I / \\ L P � o c� �_ 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE I \ r \\ \ \ / / GENE L NO T,�S LL1 — o SLOPE OF 211 (HORIZONTAL i VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3 1 1 OR BETTER B U (L DING "A" ' E " ARE TO BE ACHIEVED. I 1 Y ` \ \ \ / \ G LOT AREA, 0.9133 ACRES N v •° 8 a 0 ro 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE \ I c \ \ \\ / 2. CURRENT ZONINGS C-I, AIRPORT PROTECTION OVERLAY DISTRICT `� r Y ALSERMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED I � \� EC, ENTRANCE CORRIDOR OVERLAY i NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, /� \ ! Y I \ \\ �O 3. TAX MAP PARCEL NUMBER, �l - - - r. / J Q EXIST, GROUND COVER Z N a" TREE \ 0 O 5C0 03 00 OOOBO 6. ALLATRAFFIC CONTROL SIGNS SHALL. CONFORM WITH 7HE VIRGLNII� MANUAL FOR �, /� EXIST. I O I I \ 4 THIS SITE IS CONTRIBt,1TING TO TI-E RIO HILL BASIN WATER QUALITY 1, JNIFCRM TRAFFIC CONTROL .QED VICES. -�' -� U I �� / �'"3 4 71.55 \ 2G/ Jv s 3 ' BUSHES (D RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS. j TMP 45-10483 U EXIST. TREES ! \\ y \ \ 7, UNLESS OTHERWISE NOTED.ALL CONCRETE PIPE SHALL BE REINFORCED PATRIOT BANK, N A I- ( \ / 5, PROJECT ADDRESS 1010 GARDENS BLVD, o CONCRETE PIPE .- CLASS III. D,B. 2394 P. 133 PLAT \ \ o I I \ \ s�� CHARLOTTESVILLE, vIRGINIA 22902 �� I D.B. 2394 P. 129 I \ \ \ 0 6. TOPOGRAPHIC INFORMATION FROM A SURVEY I3Yt ` 8. `ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY D.B. 1676 P. 422 \ I I \ THOMAS B. LINCOLN LAND SURVEYOR INC, _ WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), D.B, 1129 P. 676 I \ 1 MI �f \ ASPHALT / _ - SDMH I I �' I 1 1 CONNTRANCEO� o E \\ / 2 b71 BERKMAR CIRCLE INV OUT TOP I 1 I / CHARLOTTESVILLE, .VIRGINIA 22901 (434)-974-1417 -% 460,52 470.72 1 `.. �` x I / 68 20 03 BIF \ \G 7. TEMPORARY BENCH MAR TBN1) IS SURVEY . N L P POINT GP -I is LOT D G b°.h'`x:r�: ;._17g, rr:;;r z ;:tii;.;;�."'?' .x_': '.:. K (CONTROL O S , G 17 b E ' =�`' J r�R l;a�- G _ 7. C0 :4;,w,I:s:X •?,:. ,. «�s�, ._'.�, F; sc E <<, G o NAIL WITH FLASHER. ELEVATION .472.92 x,< , },, , �? . �� 4' T EE ��F G a ti r� �.. / '•' G .�� 1•.::i.=:< L�=�\ , ,5,.•�� �`�,xv'� �� •,f��. �2 \ y� (SE SHEETS),. TEL 4, Iv k E PLAN + / _INV T cT �'J " •, ITV v 01\ s 8. BUILDING AREA BUILDING 6750.00- $0. FT. (-Tl I ,R 1a; L f ;; x r es > x C xs r t3r, ? 3 !r 1';,GS i•t i 4�8.85 \ PED�� EE -� ,f'�U :;, ,}�r, Y �1�r `� v t �,=frs�f y\ ��� p \ 6 ' SDMH o r472 � �- ` , stw� ,�J wr� , H CATCH �pASIN - Gl s:c•; fr Krt : �;� `� f. i Q 9, FLOOR AREA RATIO TO LOT 16.97X. i TOP 1 G J, t Ff #3r yr riy} L , 1.`t'y SILT SA K t"> —^ OeA NOT , s ez.: ' U ? 1; t '.ter < , f sn� t. 471,30 II U E ,�,1 4�.,; t;a.;; \ GRADED EXIST CbPB , e 3 ' I C DEVELOPER S ° O CONTACT ADDRESS,, TOM FITZGERALD o -_.,. :.:....... � • � \ A PORTION OF. TO REMOVED ,� a �r ,�r�;�.��� o� � �STREET. ig08 EMMET BE R VED ; r, ask t, 4;2CHARLOTTESVILLE, VA 22901 TRAA�1� II r< { _ \\ TMP 45C-3=B , �GT Jx�f r% .`��,\ -' W� \ �_i c r O OFFICE , 434-293 5823 A PORTION. ' s U INV ouT1y�y u;rwQ%A'=i't \ �'• FAX= 434 293-7550 ( (� \ I a \ OF LOT C � GT 7.20 TREE � t . r �rrtiz t e & iya GENERAL CONSTRUCTION NOTES FOR EROSIC7 CONTROL PLANS �,'\ AIL oxe�s It. PARKINGry 5 l \ \ 0.913.3 AC. *�� .�;s,a �, o - ES-li UNLESS OTHERWISE INDICATED ALL VEGETATIVE AND ST,SL 1CTIJRAL. EP.OSION AND SEDIMENT / \ 1 ( �- \ C PROP. TEMPORARY rn4^'7f,' 5 nyjv�t "OFFICIAL DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER* �� �. n BUILDING 1S INV I'' \ / \. Q CONTROL PRACTICES WILL 8E CONSTRUCTED AND MAiNTAINE D ACRDING TO MINIMUM / � U 1 z " \ C4.I ' CONSTRUCTION :• £ � BUILDING A (PIER 1) 12114 SF 67 PROVIDED fi 3 w \ "-'� ENTRANCE/EXIT 465.44 47 '34,�*F� r z nx it �� o STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION ,.,`y, ��E�t IMENT CONTROL / 1 I BUILDING B 16834 SF 68 PROVIDED (!1[J! HANDBOOK AND VIRGINIA REGULATIONS VR 625-02�C�0 EROSICUN AND SEDIMENT CONTROL 5 s —INV OUT J / ow I J CA1\CH BASIN; R r'�YGrS Z }'Y� \ ► BUILDING CI (HAMRICK) 11,880 SF 12 PROVIDED (] " • / \ C0\ a I Ca,► SILT ACK (TYPJ}' `3�;'�,�, n�`; 455?�s- . BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED ca REGULATIONS. I II �k11� ra ,� . ,� 1 . / ��o PATRIOT BANK (D) 3,350 SF 21 PROVIDED k— - i oo u_ I ta. x r ,z.� PKNF 1— p _ ES-21 THE PLAN APPROVING AUTHORITY. MUST -BE NOTIFIED ONE-WEEK PRIOR , TO- THE � � I a o s EXISTS �' i t 4�= ; z,k , : �i � ; � ^ � TACO BELL (E) 2,590 SF 73 PROVIDED .. ■ r- (. ,'Cj' :, . I \ /� NY^.ly ;' ,Ni, J a 4i R I PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE ..MMENCEMENT OF LAND \ WM I SEWER SER E� — ',�4r� t s" �j °a DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL IN, �� I 1' ,,�, t.,- -, 3 X �,. TOTAL 53,518 5F 275 SPACES PROVIDED W s e ns,;ii J\ THE, \ ` i+i!" %� \ I� w I s s, « 3 s f 47 7 O a/ ES-3i.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED j z' II E;a�,; r,r �' SI-IOPFING C PA!?KNG .�1.75 SPACES P8? f000SF - 254 TOTAL REC)UIRED `J O PRIOR TO OR AS THE FIRST STEP IN CLEARING. III 1 I. `'��' A �` '" �c / N PROPOSED TREE G �� ,,�,�•� f V{ r> / DL Q S H I \ ;j <11 �P,Ni,.. �/ 12, ALL DIMENSIONS ARE MEASURED TO BACK OF CURES 4 CL Q N. ES -As A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN TMP 45-104B4 II To II \ 04.t OTECTION (TYP) LP \ is�� �; }� `' SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. BURGERBUSTERS, INC. 470>I4 �. " U� ESS OTHERWISE NOTED. O LL� _ s 2- _1 ;, . y,. W - D.B. 1120 P. 14 4" T F 13, PROPERTY NOT WITHIN 100 YR. FLOOD ZONE. ES -Si PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER 58,7E T I o M � 72 ss 472,7 � ,� F / j — �g f-V "' PROPOSED A ' — — — ,,, i . tJ�Lc THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, L 0 T E / r - O T EL Q W PROPERTY OWNERi JAMES AND VIRGINIA HAMRICK, LLC ,-r D OFF -SITE BORROW, OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT G I 1 SILT FENCE c4.t \� y OX? / c � A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW (TYP,) Ek1 5:;� 15. MAGISTERIAL DISTRICT: RIO AND APPROVAL BY THE PLAN APPROVING AUTHORITY. � / JAMES &VIRGINIA HAMRICK, LLC -�. . / 4CEL I'_ # 04 3 - PARCEL B CO . PARCEL IDLY 045C0-03-00=000080 - `, � i / // �� / �. I � 16. MAXIMUM EMPLOYEES, 14 E5-6= THE CONTRACTOR I5 RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL U I I 33 o COMMERCIAL BUSINESS OR'RETAILING ss / 17 MAXIMUM i STRUCTURE, t EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION ( 1 �� /� �j \ �_- XIMUM HEIGHT OF S RUCTURE 24 FEET AS DETERMINED BY THE PLAN APPROVING AUTHORITY. . o. 1 I'SS \ 18. ADJACENT PARCEL USE= COMMERCIAL BUSINESS OR RETAILING ■ E$-7t ALL DISTURBED AREAS ARE' TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT .I \ I r /�� / \ 19. NUMBER OF .SERVICE STALLS, 9 SERVICE STALLS (I D -ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL a�,�S 3 STABILIZATION IS ACHIEVED, �� 1 / �s - t PR F \ 16' VEPCO ESMT, I x / O� s . / 1 20. W11 ., ' ES 8 DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. i D.B. 1120 P. 307, , - a a a 9 / 4" T \ 21. TACKI W L BL K N SS! TO P I SPACES. n ES-9i THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER -- --- — -- 0 AC SANITARY -�o TO H / / 475.1 � t GRATE EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY- REPAIRS OR -CLEANUP TO MAINTAIN �C4�7 SEWER EASEMENT 5 THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY,- 1 \ l> 264 ' y / ®�rvG 22. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING y3 \ / SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION. CONTRACTOR 5// TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER ^ INV IN \ \ / �I /' ��` / / o� ���' / / / ��/� i — \ UTILITIES AND STORM DRAINAGE. II __ LP / P R IN'LP Z l _ K 23. 3VIL010(i AAovomo i toa+TS - 175 CO WALL PACK � rvu. (VT oFF ((�� AREA STUCCO 0 '".` 471 / /v�IAP J II6,. MA ,/ I WALL I �'"- -� '� y / / S / / i i 479.14. 1 MET► iUIT 1n� t4attlza 6�o°StYI0eJ --- 'SIC�,N L 17. l�t7Mife9/�1� a: ---- 47 12 �I / SDMH � / % �' / /� / � . � > -� n Z =; o TOI_ I.- / / / / / 2�. IyNTIaC, r3A5eIrIGf•T C.oppC.oe►�zc Rw4t Se�l9c��o�fo2 �,,� LP / CG- T0� EXIST. SAN, • / / /. /� / / / 2(� / \ LEGEND ioo INN- o'R 'Srvw MN: MAY . SIEIIIII- A4xg, 5, (0 W 0. ER — SEW SERVICE - i w / / / 1- S65 37 z3 E 457.aa � �-- „ � 6�_ • 7 0.4 N 5� Q /�//� 1 . L / / / ! `-' _ RCP PROPERTY LINE ~ a - - I M. II-- -'/ I I h pGE 0' AGSA SANITARY 5 EXISTING CONTOUR W C� L_' z ^ ✓ 2 ,a 2b' STORM S o / \ /ice OC ..(�._ `... �' 4' T /ii + SEWER .EASEMENT = EXISTING CURB.W "SDMH REA NOT /: DRkiNAGE / 9 /\ / _ / 277.17' ��-�� TOP• / ` ��M NT {' / \ /// GRADED N 47 .86 i/ / 78,38 D.B. 1157 P. 385 ,-,.,.=.._�..,.�: DI 47 Z a INv IN INv T EXIST CURB / 1�i s� 0 /�� / // ;� c �� EXLSTING EOP _ O 4 66 09 34. c? MH i J OS \ \ CP /� 457 1 447. 4 20 ACSA� TO.. BE REMOVEC op O / 85 INV OUT R WATE,RL'NE 10 VCP 47 `� ��� c��� / OO �/� / / / INv 0 / �,> �� EASEMENT INV IN 459.16; o�. � / -1r' L / `- - � — EXISTING STORM DRAINAGE ran ' t�' II NOT VISt�LE �, �'- 0� — 4, �1123 P 134 (?'L SS S O��' // 1 PAR �J w _ �� i �gM S �� I g ii0 ` 0-476. 33 ' 0HE SHE EXISTING UNDERGROUND ELECTRICAL Q ��. . \ OR TE ` __ \ \TOP�71 25 I\\ I I ' - - - LE1,I I I /W:"a„ To�i �4� 2� a- .'ay Loc uGT uGT EXISTING UNDERGROUND TELEPHONE V�RIO F sso IATE�u RARTNE #IFZ- TR E U .1 /� . - ' ` I l 47 , W \ I� \_ 0-12300 4„ TR E 471:07 =„ -� �/' OE . 47.6. NOTE. _ \ SDMH PARCEL tD1 06100-00 0 1 FH 4 1 REE � � � � 4 �" 10" C \ �- TOP �' I 470, 5, / �4t1 h3 -_ � 6 / EXISTING TREE AREAS NOT DISTURBU-D. G G EXISTING GASLINE MORETZ ENGINEERING r I ��� ( UP r O ` _ / / / ! / 7.51 TWS DRAWING IS TIDE PROPERTY \ , II�171.83 I AY P ON I I I L L I I I I LL �1 J TRANS � / / ��� ��C / / W EXISTING OF I tORETZ ENGINEERING AND IS \ - -' _ ' w W STING WATERLINE SLE.IEOT TO FEDERAL .COPYRIGHT ✓Y, �'.. — -- / -_ 10" PAR 7� — n _ _ �_r — — ` ^ — — — — — ' = ^'C — -(� — — i ` _ LAWS. THIS CRA4JING MAY NOT G c — �- "� - 'f r _ — —(J i REPRODUCED, PUBLI$HED OR USED PED UP - - - - - _ _ 47a:o9 c� ss ss - EXISTING SEtNERLINE \ hry -- --- — — — -- — __� `"' �- l l U� ANY WAY WITHOUT Tl,c WRITTEN w , yw-w.w`t4" frl�E' — i 'U ARDR All v _-_— PERMISSION OF MORETZ ENGBVEERING. x Q, - �' - - - 0 -- _ f ----- . is TO BE REMOVED m W .W BENCH MARK IS SURVEY o� _ - � ` _,, .._=--••--u-G PROPOSED SILT FENCE Z = m CONTROL POINT GPS-1, ^ — /` --X X -- PROPOSED PROTECTION � � m Z NAtL WITH FL��,SHER, ^' / `_� _ OP SED TREE PROTE T N Q O ELEVATION 472.92' 475 " Q U Q W DENUDED LIMITS' i! c - -- �� PROJECT NUMBER . -- ► i i r SCALE 1=20 j 36-04 • 151:GAS LINE ESM•r, � SHEET NUMBER D.g, 1147 P. 679 0 10 20 40 C1.1 OF PLANNER (Current Development) 140 ENGINEER (Current Development) •-t ti�. �--o SERVICE AUTHORITY � ARCHITECTURAL REVIEW OA �' 9 FIRE/RESCUE DIVISION BUILDING OFFICIAL 0� vIRGINIA DEPARTMEN O TRANSPORTATION PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION ' ' II II fl I) TMP 45-10463 ( PATRIOT BANK, N A \ I) o D.B. 2394 P. 133 PLAT U D.B. 2394 P. 129 II D.B. 167C P. 422 I D.B. 1129 P. 676 . II 20 (i A PORTION OF LOT C Rio Hill Ct, Myers Drive g C�rde � ry BjVd � o J� SITE I Z / VICINITY MAP ��-- il / GENERAL NOTES 1 1. LOT AREA, 0.9133 ACRES Y \ / / 2, CURRENT ZONING, -1, AIRPORTENTRANPRCOTECTION OOVERLAY VERLAY DISTRICT 3. TAX MAP & PARCEL NUMBER, 045CO-03-00-000BO I� 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY o I \. \ \ / RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS. II I \ 5., PROJECT ADDRESS, 1010 GARDENS BLVD. CHARLOT.TESVILLE, VIRGINIA 22902 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY,. 12" ACCESS / THOMAS B. LINCOLN LAND SURVEYOR INC. II EASEMENT \ \� 671 BERKMAR CIRCLE S65°37'26"E \FOR DUMPSTER A,Oa' . gg°20'o3"E CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 LOT D 177,75' \ 4 BIF 7. TE PCQNRY BENCH MAELEVATION S7SU2VEY CONTROL POINT GPS-1, \ T Q `\ �• (SEE PLAN SHEETS) ;q, : 4• ; a.; ° ° O 8. BUILDING AREA, BUILDING, 6,750.00' SO. FT. f- Z \ / N o a : ° °• N I \\ �� / 9, FLOOR AREA RATIO TO LOT - I6,97% II m I a c� 10. CONTACT ADDRESS, TOM FITZGERALD z 175' �`+ \� . O DEVELOPER 1908 EMMET STREET A PORTION OF �° II J I ROPOSED 4 TMP 4 5 C - 3 - B qOS• �� \ s w • OFFICE, 434 2293-58 3 LOTTESVILLE, VA 22901 N/C SIGNS A PORTION 10' ��s. � y: ts,, w � � I • ° • OF L 0 T C� - � - � � � FAX=• 434-293-7560 ` MAILBOXES \\� li. PARKING, 24, 0 0.9133 AC, ° a' aQ6` 305' a ASPHALT \ 'OFFICIAL DETERI,NNATION OF PARKING FOR .THE GARDENS SHOPPING CENTER" \ BUILDING B BUILDING A (PIES? 1) IZ114 SF 67 PROVIDED a„ •'' Zj` E ,\ (� ° COMMERCIAL .�. \ RIVEWAY \ BUILDING 8 16,834 SF 68 PROVIDED 2370 sq. f t, ° . I �\ BUILDING CI (HAMRICK) 11,880 SF 12 PROVIDED BUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED II I 75' a,T ° / -� PATRIOT BANK (D) 3,350 SF 21 PROVIDED \ PROPO ED F. PKNF TACO BELL (E) 2590 SF 73 PROVIDED INTEGRAL INAALI 03.1 PROPOSED 1 TOTAL 53,518 SF 275 SPACES PROVIDED 1 AND CURB CURB \ \\ I (I I a , 4 %IOPPWG CENTER PARKING o 4.75 SPACES PER IOOOSF • 254 TOTAL REC�UlRED aj it3 � � 12. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB TMP 45-10484 (I I II w H - ` 4 BURGERBUSTERS, INC. ( M Q SpeeDee ��ii 'R / UNLESS OTHERWISE NOTED. D.B. 1120 IP, 14 ' o I OFFICE 13. PROPERTY NOT WITHIN 100 YR. FLOOD ZONE. II ( N M 4380 sq, ft. LOT E �� ( PROPERTY OWNER, ���` ✓ / / 14, , JAMES AND VIRGINIA HAMRICK, LLC II z I - / 15. MAGISTERIAL DISTRICT, RIO II JAMES & VIRGINIA HAMRICK, LLC " 450-SECTION 3 - PARCEL B �• / S 65'37'26" E PARCEL ID# 04500-03-00-OOOOSO S 65.37'26" E / �l� 16. MAXIMUM EMPLOYEE -St 14 (� 4 17, — COMMERCIAL .BUSINESS OR RETAILING 27,88' / 17. MAXIMUM HEIGHT OF STRUCTURE, 24 FEET 18. ADJACENT PARCEL USE COMMERCIAL BUSINESS OR RETAILING / �' / /o 19. NUMBER OF SERVICE STALLS, 9 SERVICE STALLS 3 20,NO MECHANICAL EQUIPMENT WILL BE PLACED ON THE ROOF OR 15' VEPCO ESMT. / \ IN VIEW FROM THE ENTRANCE CORRIDOR, D.B. 1120 P. 307 21. NO CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. 22 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING `O Ig• N 47*I1' 15.E SERVICE TAP PRIOR TO SEWER ' SERVICE INSTALLATION. CONTRACTOR 48.28 .b ,�6 / i / ( \/ \ TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER 1�\�°'�°' �D� i ` /\� \// \ UTILITIES AND STORM DRAINAGE. P RKIN. PHAL��/ \ \ \�/ AREA STUCCO co O U) w lY O DATE I MAY 20, 2005 k A20: c a, 'E, r =�� U, 5a E o.2r2) BUJ.° za 2aQ �0 .. rnC�' LU T— G W N 0 72 z 011 d z Q � �� z 6 D W(gw0 �z W a o mWm W II i WALL 4- 1� 0 IF BENCH MARK IS SURVEY CONTROL POINT GPS-1, a NAIL WITH .FLASHER. ELEVATION 472.92 S65°37'23"E 1110 I I I A '�,�d K� LC A�PROPERTY LINE215, 6' P~ OF EXISTING CONTOUR F— miL z_jPROPOSED pG20' ACSA SANITARY e 25, STORM / C3.1 CURB \ / DRA1NAGE \ / �\�/ + SEWER EASEMENT = — — _ — _ — — — — = EXISTING CURB = ASEM NT \ �� D.B. 1157 P, 385 (n r 277.17' V N66009'34" .- B, 112 P. 134 i �� EXISTING' EOP 20' ACSA WATERLINE �' EXISTING STORM DRAINAGE EASEMENT \ D.B. 1123 P. 134 PLAT OHE OHE EXISTING. UNDERGROUND ELECTRICAL LSOOLTESIIIucTUGT -- EXISTING UNDERGROUND TELEPHONE PARTNERSHIP /RIO LIMITED I P D 1 - 0-00-12300 �� ' / "� / PARCEL ( V 06 00 0 I I / G G — EXISTING GASLINE MORETZ ENGINEERING 1 �_► II 7t-tlS DRAWING IS TLIE PROPERTY w w EXISTING WATERLINE OF MORETZ ENGINEERING AND IS —^ SUB,ECT TO FEOEP-6L COPYRIGHT LAWS. THIS DRAWING MAY NOT BE ss ss EXISTING SEWERLINE REPRODUCED, PUBLISFIED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF MORETZ ENG�EERING, GUARpRA1L PROPOSED CURB M w ui M Q Q Q 3. 1- m Z m • Q Q Q W 0 PROJECT NUMBER 36-04 SHEET NUMBER . o 10 20 40 C1.2 of 8 DATE TE MAY 20, 2005 KEY OTY, BOTANOAL NAME COMMON NONE FLANTM SIZE CORD. SPACING MATURE SIZE + 0 VW CANOPY AREA SF TREES AR 6 Acer rub 'Red 5--t' RGd Suuet Red Mmle • 3-V7 CoOk t B E B 40' Or- MN. 34' 'HT. 7 510 4G. 0.. •• urn 3 Hcle la moniMola Moun161n Sl_r J 3-1/2" aOUPS, t 'B E B 20' O.C. MN 29' HT. / 288 sq fl. •. IN 7 11w s 'Nell. R. Stevens' Nellie Stevere Hotly �e6r , • 4'-5- Height '8 E S 15- O.C. N' WT. / 44 sq it. •• surxes ICG Iles cremfa 'Green Lustre' Green Lustre Joparmee Ho Qii. r • 14- MN. -EIGHT B E B 3'-O" O.C. MN. 5- HT. / 16 sq ft. COVER L4WN Centipepe Sod SOD ALL DGTLRBED AREAS 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. AMAORKINGQLAND DISTURBING THE CONTRACTOR ANDNTIL WAS BEEN INSTALLEDBYACTIVITY INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. PARKING LANDSCAPE REQUIREMENTS Z HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED, I TREE PER 10 SPACES REAR - 16 SPACES • 4 TREES 3. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE FRONT - 9 SPACES • 2 TREES DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. SIDE - 11 SPACES • 3 TREES 4. TOXIC MATERIALS SHALL NOT BE STORE WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. PROVIDED REAR AREA 4 TREES (AR/HM) PROVIDED FRONT AREA 3 TREES (AR/EXIST.) PROVIDED SIDE AREA 3 TREES (HIM) 5. NO LAND DISTURBING ACTIVITY SHALL BEGAN UNTIL THE TREE FENCING HAS BEEN UNTY4ENGINEERNGOR CANOPY CALCULATIONS Y THE COTALLED AND INSPECTED AND A 12OV D BTIVE DEPARTMENT. AREA - 26,422 sq, it. 6. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS CANOPY AREA REQUIRED, NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND 26422 x 0.10 (10%) • 2,642.2 SQ, ft. THE LIMITS OF CLEARING, T14E SEPARATION FROM THE TRUNKS OF TREES SHALL MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. CANOPY AREA PROVIDED (10 Vr, MATURITY), TUNNELING SHALL BE PEOUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER AR (Red Maple) 510 84 ft. x 6 • 3,060 . ft. HM (Mountain Sllverbel0 288 a% ft. x 3 • aq. ft, ROOTS OF TREES TO BE PRESERVED AND PROTECTED. IN (Nellie Stevens) 44 sa ft. x 7 • 308 s II TOTAL • 4,232 Sq. It. 7. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY -- TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED 3 II IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION E SEDIMENT CONTROL HANDBOOK, CARE FOR SERIOUS II I II INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER Y OR TREE SPECIALIST. I I a EXIST. 3 8. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF 3 TMP a5-t04B3 !i BUSHES V TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT ZONE. PATRIOT BANK, N A D.S.2394 P. 129 PLAT THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN D.B. 2394 P. 122 EACH HOLE UNTIL THE SOIL IS LOOSENED. D.B. 167E P, a22 3 II 9. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY D.B. T129 P. 676 - TREE II PROTECTION EROSION CONTROL MEASURE REMOVED DURING THE FINAL LEAN -UP. 140 TYP. 10. NO TREE WELLS AND/OR TREE WALLS ARE REQUIRED. EXISTING TREE LOT D AREAS NOT DISTURBED, /� N y y 14 PROPOSED C3.1 HANDICAP STRIPING❑ TRANS \ MAILBOXES I LANDSCAPE REQUIREMENTS IMPERVIOUS AREAS io L C n REAR PARKING AND TRAVELWAY AREA • 7,134 sq. ft. IMPERVIOUS AREA, �4 ORESQ. FT, \ AV�T u E/C3,1 J 5% INTERIOR LANDSCAPE REQUIRED AREA, 356.7 so. ft. RATIO TO LOT, 80% IMPERVIOUS \ II m AREA PROVIDED, LAI • 248.95 sq. ft. O LA2 • 216.08 sq. ft. \ `I 1 z wM p_3 TOTAL • 465,03 sq. ft. ' AR FRONT PARKING AND 7RAVELWAY AREA - 4,640 sq. It. 0 I LA4 � II 3 CV 5% INTERIOR LANDSCAPE REQUIRED AREA, 232 sq, ft. TMP 45.10484 VV INC. BU1120 LU P. 14 AREA PROVIDE, LA3.235 sq. ft. D.E.. 1120 P. 14 II II f" LA5 1L D • 30 S4 LOT E LA6 = 394 sq. ft. ) I . , O TOTAL - 992 sq. ft. SIDE PARKING AND 7RAVELWAY AREA • 2031 sq. ft. u II (' AREA PROVIDED, LA7 - Z137 sq. ft, 'J 33 L AREA DEFINED FOR33 CANOPY AREA CALC.I I LA - .. � IF II ' ' w O N -- 1\ II I II` x NN UP i EIENCH MARK IS SURVEY CONTROL POINT GPS-1, NAIL WITH FLASHER. ELEVATION 472.92 ' AtRAL EA am P RKIN' LP. - 1'�, M �8 MA STUCCO (� + 472.12 �IJL 1l WALL ` N I- 4 -�---�LP-I I----i- � � •�I-�= p S85.37'23E LA6 4" a7 e 4 TREE 20' ACSA WATERLINE PROTECTIC EASEMENT TYP. D.B. 1123 P. 134 PLAT O TRIO • LOCIATES LIMITED PARTNERSHIP la TRE4 )' W) I 14" TR �- PARCEL IOY 06100.00-00.12300 70 R A 471.01 t s l_ TRANS a �P 24" Pit 477,30 A PORTION OF TMP 450-3-B A PORTION OF LOT C SUBMITTED LAND .7667 AC. .BUILDING "A GROUND COVER f -EXIST. TREES ,4 A PORTION OF -( ICG TMP 45C-3-B I A PORTION OF LOT C 0.9133 AC. BUILDING "B" COMMERCIAL 4 2370 sq. ft, ICG +• ENTRANCE CORRIDPR PLANTS + APB PLANT REQUIREMENTS SHALL BE A PORTION THE PREDOMINATE SPECIFICATION. OF LOT C 5 ��� I� 'I II II I1�I 12' ACCESS EASEMENT FOR DUMPSTER'� 1 a 6' NIGH I TO MA W UA+� SpeeDee� OFFICE 43BO sq. ft. ysE (»1x DAMES 6 VIRGINIA HAMRICK, LLC 45C-SECTION 3 - PARCEL 8 ,ARCEL DO 046CO-03-00.00OOBO MMERCIAL BUSINESS OR RETAILING - '} 1 i F I'f+M WALL MOUNT a r 1M a? LIGHT r15' VEPCO ESMT. 7�y" D.B. 1120 P. 307 sy IN t r-s1 ' 23/�W30b0 ETD TYP AL C3J PING . P ' M, PSPNPVS tP1GWT DUTY y'� 6 25, STORM DRAINAGE / T /p�ASEM NT 73.8E �i PAR PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION 6" SP 470.47 L\ OOG9N'o h q/6 SITE y�F SgE;4 ane 9 UDJ tt 30EL F,: UJOOD NO, 20216 . A LENC 47146EE VICINITYMAP 9 I�/ / LP5� / GENERAL NOTES w a O r P z-. VL LOT AREAS 0,9133 ACRES w g ' ($m m LL O � 2. CURRENT ZONING, C-I, AIRPORT PROTECTION OVERLAY DISTRICT 0 x EC. ENTRANCE CORRIDOR OVERLAY \\ \ 4-TREE,"/ \ / 3. TAX MAP E PARCEL NUMBER, 045CO-03-00-00080 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY 471.55 / / . / RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS, - e �a�aJJ 5. PROJECT ADDRESS- 1010 GARDENS BLVD, CHARLOTTESVILLE, VIRGINIA 22902 6 TOPOGRAPHIC INFORMATION FROM A SURVEY BY, 67171 BEPERK13. MAR CIRCLE�� SURVEYOR INC. CHARLOTTESVIU-E VIRGINIA 2901 (434)-974-1417 8° 0 WE SIP 7. TEMPORARY BENCH MARK (TEIM) IS SURVEY CONTROL POINT GPS-I. \\ _ 4" IREE / (SEE PLAN �ETS� ELEVATION 472.92 3E E/. UTY OW 6 BUILDING AREA, EIUILDING, 6750.00s $Q, FT. A FLOOR AREA RATIO TO LOT • 1697% ENT . 10. CONTACT ADDRESS- TOM FITZGERALD DEVELOPER 1908 EMMET STREET CHARLOTTESVILLE, VA 22901 23 C434 if < a z 7 or< FAX 93-7550 C III / n ICG \�y AR \1 �TREE DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER" d > A (PIER D 12,114 SF 67 PROVIDEDDRIVEWAY I EXIST. ASPHALT \ B 16,834 SF- 68 PROVIDEDG CI (HAMRICK) 11,880 SF 12 PROVIDED2 C2 (SPEEDEE) 6,750 SF 34 PROVIDED PKNFT BANK (D) 3,350 SF 21 PROVIDED ELL (E) 2590 SF 73 PROVIDED U Z TOTAL 53,518 5F 275 SPACES PROVIDED CBM IN 4" EE x \ TR 7 �/ -) 11J ° Q w U a' �72 SHOPPING PARKING + 475 SPACES PER IOOOSF • 254 TOTAL REQUIRED 0 ((� j5 U 9 f"' U�LP / M ALL DIMENSIONS ARE MEASURED TO BACK OF CURB 4 UNLESS OTHERWISE NOTED. D- .Ji p 7R@}/„� , / / 13. PROPERTY NOT WITHIN 100 YR. FLOOD ZONE. `�0 � 14. PROPERTY OWNER, JAMES AND VIRGINIA HAMRICK, LLC v C)l) Q Q 5. MAGISTERIAL DISTRICT+ RIO / - 6. MAXIMUM EMPLOYEES, 14TREE Q // PROTC-CTION C41 / 17. MAXIMUM HEIGHT OF STRUCTURE, 24 FEET m TYP' 18. ADJACENT PARCEL USES COr�WE12CIAL BUSINESS OR RETAILING Ii _J IIII Q 4 19. NUMBER OF SERVICE STALLS 9 SERVICE STALLS 3 //p 20.140 I / / AR / a" TREE 2L C SACKING CK I TSPACES. AEG / / / 5 475.17 9 48wv 22 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION CONTRACTOR ICG p� TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER UTILITIES AND STORM CRAINAGE. OWM \ t Z / +� Q 79.14/+ Q + 1d �' z 20 /*� �� ®�LU LEGEND PROPERTY LINE UI 10" L �47 EXISTING CONTOUR W Z Q I OC �� 20' ACSA SANITARY SEWER EASEMENT _--a------ ---------= EXISTING CURB W n U *� D.B. 1157 P. 365 EXISTING EOP LL U) in - EXISTING STORM DRAINAGE I- Q -OHE -OHE - EXISTING UNDERGROUND ELECTRICAL Z -UGT -UGT EXISTING UNDERGROUND TELEPHONE J 4 G - G EXISTING GASLINE EXIST. VEGETATION TO W - W EXISTING WATERLINE REMAIN SS -SS EXISTING SEWERLINE MORETZ ENGINEERING JAPANESE ZELKOVA EMERALD GREEN ARBORVITAE PROPOSED CURB sine o �°�siw; a is S T4S awe. nss urow� o i � CORAL BEAUTY "CONTONEASTER'3-1/2' - 4- CAL. - - - - - - CANOPY AREA LINE ao o. alss=o na us® N ANY war w„wu ne w l e GOLD MOP 4' - 6' PERIWINKLE GROUND COVER aea ssp ae*z� GULF STREAM SHRUB - Red Sunset Red Maple m COVIER NANDI Iw p Q m Q Q v Mountain Slverbell 0 �/dlaloi PROJECT NUMBER /� C SCALE) =20' `W1„r Nellie Stevens Holly 36-04 SHEET NUMBER 0 10 20 40 e Green Lustre Japanese) ally C1.3 OF 8 497 - CONSERZA TION NOTES. 1, 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 PI -ANT SCHEDULE KEY QTY, BOTANICAL NAME COMMON NAME PLANTING SIZE COND SPACING MATURE SIZE 9 10Yra./ CANOPY AREA SF TREES AR 6 Acer rubrurn 'Red Sunset' Red Sunset Red maple 3-1/2" Caliper 10' Height a E 8 40* 0,C, MIN, 34' HT. 510 sq. ft. HM 13 Hclesla Monticola Mountain Siverbell 3-1/2' Caliper ■ 10' Height B 9 6 20' O.C. MIN, 29' HT. 268 sq. ft. nit IN 7 Ilex x 'Nellie R. Stevens' Nellie Stevens Holly 3-1/2" Caliper ■ 4'-5' Height Beg 1510.0. 12' HT. 44 sq. ft. A& ICG 54 Ilex crenato 'Green Lustre' Green Lustre Japanese HoI4 2" Caliper ■ 24" MIN, HEIGHT B B3'-0" O.C. MIN. 5'. HT. 16 sq, ft. GROUND COVER 'LAWN Conilpope Sod SOD ALL DISTURBED AREAS TREE MARKING WAS BEEN -INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT, PARKING LANDSCAPE REQUIREMENTS 5 2, HEAVY EQUIPMENT, VEHICULAR TRAFFIC, .AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE'DRIP-LINE OF TREES TO BE PRESERVED' AND PROTECTED. I TREE PER 10 SPACES REAR - 16 SPACES - 4 TREES 3. FIRES SHALL NUT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE FRONT - 9 SPACES - 2 TREES 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 (AR/HM) OUTSIDE DRIP -LINE OF TREES TO BE AND PROTECTED. PROVIDED*FRONT AREA 3 TREES (AR/EXIST.) .PRESERVED PROVIDED SIDE AREA 3 TREES (HM) 5.- NO LAND DISTURBING ACTIVITY SHALL BEGAN UNTIL THE TREE 'A PORTION OF PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR CANOPY CAL HULA TIONS TMP 450-3-B AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. AREA - 26,422 sq, ft. A PORTION 6, WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, OF LOT 0 ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS CANOPY AREA REQUIRED, NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND 26,422 x 0.10 (10%) - 2,642,2 sq. ft. SUBMITTED LAND THE - LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL MAXIMIZED TO 'THE FURTHEST EXTENT POSSIBLE, CANOPY AREA PROVIDED (10 yr, MATURITY), .7667 AC. TUNNELING SHALL BE REQUIRED. WHEN DEEMED, BY THE COUNTY AR (Red Maple) 510 sq. ft. x 6 - 3,060 sq. ft. HM (Mountain SlIverbell) 285 sq ft. x S - k064 sq. ft. ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. IN (Nellie Stevens) 44 sq. ft, x 7 - 308 s TOTAL - 42S2 sq. ft. -BUILDING "A" 7. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIREDll IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION & SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS !+ INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER EXIST. GROUND COVER OR TREE SPECIALIST. EXIST. < 8. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF BUSHES N TMP 45-104133 TO BE PRESERVED AND PROTECTED, SPALL BE AERATED BY PATRIOT BANK, IN A -EXIST. TREES PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE, D.B., 2394 P. 133 PLAT THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN D,B„ 2394 P. 129 10 PROPOS,120/� =A(,..H HtjLt= UNTIL THE Q%-AL IS LOOSENED, - U. D.B., 1676 P. 422 8 AX D.B., 1129 P. 676 TREE 9. - TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY PROTECTION 11911 EROSION CONTROL MEASURE REMOVED DURING THE FINAL CLEAN-UP, TYP. Ov j I r- V C ' 10. NO TREE WELLS AND/OR TREE WALLS ARE REQUIRED. EXISTING TREE LOT D17 7.7 55' LA3 AREAS NOT DISTURBED. F= PPOPOSED7tp-.- C3J HA b TREHE" 7 RAMP a 472.9E. 4- H PROPOSED _-13.1 HANDICAP A PORTION OF STRIPINGO TRANS GTIVIP 450-3- to A PORTION OF LO' C M E 4 4 AILBOX S VIO US AREAS 0, 913 3 A 0. APE REQUIREMENTS /M LANDSC BUILD ING "B" LIGHT DUTY IMPERVIOUS AREAt SZ190.84 SQ. FT, REAR PARKING AND TRAVELWAY AREA 7,134 sq. ft, COMMERCIAL 011"'I'T 74 ACRES PAVEMENT f. t .4 ■ '95. 2370 sci. ff. 5% INTERIOR -LANDSCAPE REQUIRED AREAt 356.7 sq. ft. ■ RATIO TO LOT, 80% IMPERVIOUS icc AREA PROVIDED, LAI - 248.95 sq. ft.. ■ L -216.08 sq. ft. A2 W-M TOTAL - 465.03 sq. ft. IcG FRONT PARKING AND 'TRAVELWAY AREA - 4,640 sq. It. I LA4 WALL MOUNT- M LIGHT 5% INTERIOR LANDSCAPE REQUIRED AREA: 232 sq.'ft. VV CAI TMP 45-10464 SpeeDee BURGERBUSTERS, INC. OFFICE D.B. 1120 P. 14 AREA. PROVIDED LA3 - 235 sq. ft. w '4 G LA4 - 233 sq. ft. f5T,9W"5Iw 4360 sq. ft. LA5 = 130 sq, ft. LA6 - 394 sq. ft. LOT E TOTAL - 992 sq. ft. D 0 JAMES &VIRGINIA HAMRICK, LL 450-SECTION 3 - PARCEL B .KING AND TRAVELWAY AREA - 2031 sq. ft. PARCEL IDS 04500-03-00-OOOOBO SIDE PAR PROVIDED, LA7 - 2,137 sq. tt. COMMERCIAL BUSINESS OR RETAILING AREA JQ, ou'. WALL MOUNT-� LIGHT AREA DEFINED FOR QNOT ENT 15' VEPCO ESMT, D.B. 1120 P. 307 HM CANOPY AREA CALC CONC, IF LU It II_ 0 �q ci x UP BENCH MARK IS SURVEY CONTROL POINT GPS-1, NAIL WITH FLASHER. ELEVATION 472.92 ENTRANCE CORRIDPQ PLANTS A PORTION +� R�B �PLANT REQUIREMENT'S SHALL BE THE PREDOMINATE SPECIFICATION. OF LOT C.. :1 0 II 12' ACCESS EASEMENT FOR DUMPSTER PROP, _DU=M=P'STER. PAD FOR BLDG A N AND BLDG B 4 HIGH WALL, BRICK 0 MATCH BLDG GATE 77-1 J. 4- . ..... . " 44 N,e Jl - Rcl IN - A(Him- y L A PHAL I g .1,x 5 P RKIN� P)) I I STUCCO PIR0150S 0 G 0 6 MA TYPAL k C3,11 I DATE. MAY. 20,,2005 Rio Hin Ct. ul Di 0 Myers Z V) 0 Q z Q Q z w 0 > W . Drive 1P, 0 -A 0 00 0 0 U) azz 2 < z (f) >c� Uj Cv w 0 0) > n > LU cy LL) cr) > LU a Lu a LL! a 01 Uj SITE z AI 6 6 Pj 6" BP 470-47 (D�70.,o 0 �A' Q 'Z 4" TREE , k, 11101I VICINITYMAP 471,46 ap 2 C'n C) LP 0) TO SO V C: 0 FL re-1 E GENERAL NOTES LU -0 E o 2 it q 0-_ z W - L LOT AREA, 0,9133 ACRES 5 c: 8 0) 0) U_ 2, CURRENT ZONING, C-1,, EAIRPNTRANCEORT PRCORRIDOROTECTION OVERLAY OVERLAY DISTRICT. 0 Uj 2 EC *3. 'TAX MAP .& PARCEL NJMBF-zRt 045CO-03-00-000E30 0\\\4 " TREE,,-' 715 5 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY N RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS. x 5. PROJECT ADDRESS, 1010 GARDENS BLVD, 0 CHARLOTTESVILLE, VIRGINIA 22902 <1 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY. THOMASKMAR13. LINCOLNRCLE LAND SURVEYOR INC. 671 BEP` CI CHARLOTTESVILLE, VIRGINIA 22901 (434)-974-1417 E 680 0,03Y' _r=BIF 7. TEMPORARY BENCH MARK (TBM) IS SURVEY CONTROL POINT GPS-I, .3 NAIL WITH FLASHER, ELEVATION 472.92 K \4" PEE (SEE PLAN SHEETS) It 4 M. 31 8. BUILDING AREALAREAt BUILDING, 6,750.00;t SO. FT, PROPOSED 9, FLOOR'AREA RATIO TO LOT - 16.97% LIGHT DUTY (9\ \ <\ PAVEMENT 10. CONTACT ADDRESS, TOM FITZGERALD DEVELOPER 1908 EMMET STREET CHARLOTTESVILLE, VA 22901 / 7 0 OFFICE, 434-293-5823 FAX, 434-293-7550 \�TREE 11, PARKING I "OFFICIAL DETERIAIRATON OF PARKING FOR THE GARDENS SHCIPP ING3 CENTER* AR BUILDNG -A (PIER 1) 12,114 SF 67 PROVIDED U BUILDING B 16,834 SF 68 PROVIDED EXIS T. ASPHALT\ DRIVEWAY 12 PROVIDED BUILDING. CI (HAMRICK) 11,680 SF > 2 BUILDING C2 (SPEEDEE) 6,750 Sf= 34 PROVIDED PATRIOT BANK (D) 3,350 SF 21 PROVIDED. PKNF Z TACO BELL (E) 2590 SF 73 PROVIDED 3 TOTAL 53,518 SF 275 SPACES PROVIDED w \LN / 4" TREE (g w 0 472.37 o S40PPNG CENTER PARKING • 4.75 SPACES PER IOOOSF 254 TOTAL REOUIRM 0 4 M ALL DIMENS40NS ARE MEASURED TO BACK OF CURBCL 4 cq +LP UNLESS OTHERWISE NOTED. 0 THE 13. PROPERTY NOT WITHIN 100 YR. FLOOD ZONE. 2,76'�n 14. PROPERTY OWNER, JAMES AND VIRGINIA HAMRICK, H C 0 15, MAGISTERIAL DISTRICT, RIO - 16. MAXIMUM EMPLOYFFSt 14 r TREE H 17.' MAXIMUM HEIG14T OF STRUCTUREs 24 FEET (D ,y 5 / TYR PROTCQ EG -ION 15. ADJACENT PARCEL USEt COMMERCIAL BUSINESS OR RETAILING 19. NUMBER OF SERVICE STALLS 9 SERVICE STALLS 0 S 20.NO MECHANICAL EQUIPMENT WILL BE PLACED ON THE ROOF OR IN VIEW FROM THE ENTRANCE CORRIDOR, 4" TREE 21, NO CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. 475,17 3 G Owv 2Z CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING \ 3 / QD LP S65*37'23"E 4" TR V�Al LA6 "-I 470.4 (_ I 215, 6LIGHT DUTY./;=� 10" L PAVE ENT 047 E/C. 25' STORM T,- NE78�3 Oc AI DRN GE 73.86 _ASEM NT 10"2 7 7.17' 1 1 4 N66"09'347W 20' ACSAJ TREE .53 4- WATERLINE PROTECTION C4.1 12" LO EASEMENT TYP, D.B.. 1123 P. 134 PLAT 4 12" PAR 476 83 0=KVIk_,C TAP PRIOR IV 0=V-VMK SERVICE INSTALLATION. CONTRACTOR TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER OW M UTILITIES AND STORM W z A MAP r) Ic, .14 14" 20 `­20' ACSA SANITARY SEWER EASEMENT D.B. 1157 P. 386 i I I I10 \1� �10 I . I4" TR 1-1 6.00 10" �00 RIO 4 LSOCIATES ILIMITE� PARTNERSHIP 1 I (� (D - - 11 476. ;,TR 471.' (D 4 ( PARCEL IDY 06100-00-00-12300 4 .1 F H 0'11 X Up 4"'TREE 477.56 Q 101* EXIST VEGE TA TION TO REMAIN 471.73 7.51 TRANS _ I _ I I I - L (__ L x o _ JJAPANESE ZELKOVA UP 18" LO 10" PAR EMERALD GREEN ARBORVITAE . . 3 478.09 CORAL E3F=AHTY -r-_rV-,ITnr\5=AqTr-Qn_I12' - A' f-Al '17 INE 477.30 PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION -BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION GOLD MOP 41 - 6* PERIWINKLE GROUND COVER GULF STREAM SHRUB OVER NAt I SCALE# 1I I =20' 0 10 20 40 n LEGEND LU PROPERTY LINE EXISTING CONTOUR Z W _ EXISTING CURB n 0 EXISTING EOP QEXISTING STORM DRAINAGE OHE OHE EXISTING UNDERGROUND ELECTRICAL cf) Z _UOT -UGT EXISTING UNDERGROUND TELEPHONE G - G EXISTING GASLINE w - W EXISTING WATERLINE MORETZ ENGINEERING SS SS EXISTING SE WERLINE T"S DRAWING IS THE PROPERTY OF MORETZ ENGINEERING AND 15 PROPOSED CURB SU�.IECT TO FEDERAL COPYRIGHT LAWS. THIS CRAWNG MAY NOT EE REPRODUCED, PUBLISHED OR USED CANOPY AREA LINE IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF MORETZ ENGNEERING, Red Sunset Red Maple >_ CIO, z w In 0 w Mountalh' SIverbell w _j ID O :E col jpG Alr� PROJECT NUMBER Nellie Stevens Holly 36-04 SHEET NUMBER Green Lustre Japanese Holly C1.3 OF 8 j PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION i DRAINAGE SUMMARY TABLE STRUCTURE 4 DESCRIPTION LENGTH INV. IN INV, OUT SLOPE REMARKS I 15" RCP 3' 468.00 467.85 5.0�T - Rio Hill Ct• Myers Drive J� V6 ti ATE MAY 20, 2005 LL► � � ,.n �o �o �00?000 p cooa. 41, O ° LU! L. G - °pO " rUJ LUJ V-,an w5I I I A PORTION 4 ��' SITE o OF LOT C �c qib� Ore _ _XQ' : 'i.. y ' urn A PORTION OF I / / �,/- __4 No'4 02fa 15' / BID TMP I /. / 011 i E ESMT, 740D.B a (/ .V A PORTION / ( 0,,` I 47 P. 579 ° / OF LOT C SUBMITTED LAND 1 I / 471 a6EE VlCINI TY MAP . ba .7667 AC. ` Vr c' rn E 2 z F- WM I i II �/ \ LP �o�� Q�$� �. , ` GENERAL NO TEAS W 3; � E E a � X BUILDING „A„ 1 \ \ / - v o z 2 ¢ � w 1. LOT AREA, 0,9133 ACRES o, �,- \ I Y 1 \ O w ��� E 2 CURRENT ZONING C-I AIRPORT PROTECTION OVERLAY DISTRICT Y 4ST40R' EC, ENTRANCE CORRIDOR OVERLAY . / 3. TAX MAP & PARCEL NUMBER, 045C0-03-00-00060 EXIST, GROUND COVER zEXIST. ¢ o I \ 4" TREEZ \ 4. THIS SITE IS CONTRIBUTING TO THE RIO HILL BASIN WATER QUALITY Q 71.5 5 \ 1 RETROFIT IN ORDER TO MEET WATER QUALITY REQUIREMENTS,TMfP 45-10483 'BUSHES v EXIST. TREES U I \ VAT R PATRIOT BANK, N A \ ( \� \ \ 5. PROJECT ADDRESS, 1010 GARDENS BLVD. D.B. 2394 P. 133 PLAT � ""f " \ 0 I \ \ EN CHARLOTTESVILLE, VIRGINIA 22902 D,B,. 2394 P. 129 i \ \ (� I \ \\ \ 6. TOPOGRAPHIC INFORMATION FROM A SURVEY BY, 4' D.B. 1676 P. 422 \ 3 , - M 12 ACCESS\ �� \ / THOM S 13. LI CRCLELAND SURVEYOR INC. D.B,, 1129 P. 676 SDMH i \ TRiE `� I� EASEMENT. )�671 INV OUT TOP I ( PROTECTION I , I - FOR DUMPSTE? \ 6g'20'03"E \\ �G CHAR!-OTTESVILLE> VIRGINIA 22901 (434)-974-1417 460 52 470.72 { , BIF \ 7 TEMPORARY BENCH MARK (TBM) IS SURVEY CONTROL POINT GPS-I, LOT D G G 017 7 �� 2.30 „POP �� o \�� 0 OG NAIL WITH HER, ELEVATION 472,92 _ � -_: _...,......,. ^^� ,2 \ � (SEE PLAN SHEETS) 1„.. / ,�� 6" PVC 0� / \ - INV IN �� \ O \ � 8. BUILDING AREA, BUILDING, 6,750.00± SO. FT. _..INV OYT PED 1� i, E P � \ �� pg \ c5 SDMH - ;, =�O 468.30 \�6 \ 9. FLOOR AREA RATIO TO LOT - 16,97% TOP "' M-- �, elf =� ��`L' SDMH SDMH t TOP - . 10. CONTACT ADDRESS TOM FITZGERALD �( 471,30 - -` TOP ' 0, I l - 471.10 47046 �/ o DEVELOPER 1908 EMMET STREET .I �. \ A PORTION OF " ' �� \ cP, �2 CHARLOTTESVILLE VA 22901 TRAM' a s0 TMP 450-3-6 _ .. S"3� \c,� �ti� OFFICE, 434-293-5$23 I� A PORTION " '� ,��, �� j os, FAX t 434-293-7550 8 NDPE _,. r INV C J \ c \ OF LOT CEXIST. SAN. = 0 /0 \ TREE \ /'\ AIL OXE\S 3 IA \ i9 \-*'S-EWER SERVICE r°0 \ �a �3� - \\� 11. PARKING, -- 1 \ , R ER o \ 0,9133 AC, O 3' 15" RCP ��3 "OFFICIAL DETERMINATION OF PARKING FOR THE GARDENS SHOPPING CENTER" L� 6 Et / \ °- I" TY � f1K" \\ BUILDING •'B" O" Hp \ �O INVII '�Op P o 5.0� \�� \ BUILDING A -(PIER 1) 12,114 SF 67 PROVIDED u REDUCED PRESSURE BACKFLOW // PE' " OMMERCIAL 465.44 W \ EXIST. ASPHALT\\ \ \ 1 O $ HD p MIN. 2. 4 BUILDING B 16,834 5F 68 PROVIDED • PREVENTORS SHALL SE INSTALLED ` II 1 i s DRIVEWAY r Iti�V OUT ' INSIDE THE BUILDINGS. / 0\ I 12370 scl, ft. SLOPE P\ A PROPOSED BUILDING CI (HAMRICK) 11,880 SF 12 PROVIDED Q 455.99- - BBUILDING C2 (SPEEDEE) 6,750 SF 34 PROVIDED / I II �1 a8� . 472.10 C5,1 SL TTED \ /f -\ PATRIOT BANK (D) 3,350 S 21 PROVIDED i- 0) I b CATCI $ASIN / \ \ Vol-, PKNF TACO BELL (E) 2,590 SF 73 PROVIDED ~ WM� (. 8 NDPE �g PROPOSED E3 INV. 468. / \ U 4 �`, --- PROP, CLEAN -OUT C5.I TOTAL 53,518 SF 275 SPACES PROVIDED W J \` I ROOF DRAINAGE \ \\ 4" TREE \ -J Q >\ I 1$ �O 3 472 4 7 2.3 7 �,%� 5NOPPNG CENTER PAR" O 4.75 SPACES PER IOOOSF • 254 TOTAL REQUIRED j5 C� 1II - II I I PROP. OIL/WATER p��`� 00 V TREE ��` / / �L (] 0 o S N1H \ SEPARATOR �s 47 PROTECTION i 12. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB 4 a- � C� N TMP 45-104B�4 I1 0 I QE; @e "PROPOSED 4" C 74 LP / UNLESS OTHERWISE NOTED. LU Bl1RGERBUSTER5, INC, 47 ,4 -s- -•c -0 2 1�(( 4" THE W D.B. 1120 t4 INV OUT 0 I �� tiQ OEf` I •OO � A� SAN. SEWER SERVI E 472 7 - -f/- - - 13. PROPERTY NOT WITHIN 100 YR, FLOOD ZONE, Ifs �� • 4 2 _ (n �S MIN. 2.0� SLOP I� / c5 1 �•••• 458•76--,M�, P <3�„� �` 4380 sq• - _ �,�•EE NOTE 22 3 E1TE � �r / / � Q W. PROPERTY OWNER, JAMES AND VIRGINIA HAMRICK, LLC � O � T L 0 T E G I PRO i. WATER F� " 472,10 I ` � � ` � ss 4720 15. MAGISTERIAL DISTRICT, RIO Q 10 NDPE S RVI E" JAMES & VIRGINIA HAMRICK; LLC CO O /// ('''� r u - �/ m MIN. ZO% j I l k I 45C SECTION 3 - PARCEL B � 16, MAXIMUM EMPLOYEES, 14 �✓ SLOPE a �{ qPPP PARCELID 046C0-03-00-000080 (n /�\� s / / ��' • II i COMMERCIAL BUSINESS OR RETAILING , , /� 17. MAXIMUM I -EIGHT OF STRUCTURE, 24 FEET � CIDr� o I l 3 / // 5 / / 18. ADJACENT PARCEL USE COMMERCIAL BUSINESS OR RETAILING ` I� PROP, 8" HDPE / �� / / NUMBER • �II 3 t, Q I 1 U) /� O �� 19. Nu OF SERVICE STAL I. S, 9 SERVICE STALLS 3 �11 1. 1 ROOF DRAINAGE o n�' ��s / STORMATER 33 O -;- '��' �s° 20.N0 MECHANICAL EQUIPMENT WILL BE PLACED ON THE ROOF OR �' , 15' VEPCO ESMT, O I ° / o`� s / IN VIEW FROM THE ENTRANCE CORRIDOR, DET N ION 472,00 D.B. 1120 P. 307 �712.0 )O \. �1 c,� _ - " `I l A� l\ / 4" TREE\\- f 21. NO CAR STACKING WILL BLOCK INGRESS/EGRESS TO PARKING SPACES. I _Aubm 1 Q _SEWER EASEMENT Gj ° TO 47 5,� GRATE 470z 2.64 22. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SERVICE TAP PRIOR TO SEWER SERVICE INSTALLATION. CONTRACTOR / TO VERIFY SEWER SERVICE VERTICAL CLEARANCE FROM ALL OTHER / I \ / / / / - \ UTILITIES AND STORM DRAINAGE. < - . INV I N �.�,, _, G70.a0 ,,/ ,� ,gyp / a`ti J / �� i / / A PHAL~ _ 458.64 \ _ I� - \ / `3�� / / \��/ i i / Usttvi\ \ 4 ll1 ` LP . r _ III_ P RKIN LP �� r roQ A8" `ti / /S`� I AREA STUCCO 1 1 { �z� - �� rA / / / / i i i 1 IGIAP/\k 1 II6„ MA I WALL SDMH (I ? --f�� '� ', / / / /�� / / /� �, i 479> Q7�,12�1 / _• o TOPS / LEGEND z II�- LP CG _0 3 �O EXIST. SAN. / / / / 4'.20� �. / _J Q o / I' (AVV O T .,• °i SEWER SERVICE i, !/ / / / / �� PROPERTY LINE E- �` nn I IF S65 37 23 E 1431144 �/' �/ / / - / -" lJL L_L. I w 215. 6' 6� 470.4 _ N� R 5 4 fi /\ X / / / / 4.� 4- -- // OO OF PAv�M� �� �' a /// 'i _.._ _._. _.__..._.- _... 7`, _ ..... .......... EXISTING CONTOUR E- c� I 7l o 3 rGE. / P \ . 20 ACSA SANITARY = _ _ _ _ _ _ _ _ _ = EXISTING CURB Uj I.. EO 25 STORM S o / \ /�i / SDMH --' t, / DRk1NAGE l 4„ Tim/ i 78.38C SEWER EASEMENT L1J N� �cpl 0° // / 277.17' TREE PROTECTION / 9,LM NT O / // / / x D.B.1157 P. 385 TOP ! :s \47.86 / / EXISTING EOP (= Z DI N 2 , / 115`P // //J0 C 66 09 34 INV IN INV T SMH ( Y J / / lsp� 2a" RCP ? \ \ P �/ 457.5 447, 4 20' ACSA TOP OJ �� 5 4'/2 ,✓ / / / / 53 i/� / EXISTING STORM DRAINAGE Q -i 5 INV QW PIPE �I WATERLINE 10" VCP 47 6 J 5 �a/ / / �� / / i / INV OUT 457,8 .' �� EXISTING - EASE{�(ENT INV IN 469.16 �� `� / �12 L OHE oHE EXISTING UNDERGROUND ELECTRICAL Q \ NOT VISLE Q FIRE HYDRANT / ss - S / 1 \ GR TE � D�• 1123 P 134 �L O / / / 2� PAR �¢� � y, \TOP I \ l�� '' �--- %�� M / 1(Y `� 476,83 oOT'uc EXISTING UNDERGROUND TELEPHONE -� Lff II I `.�/W4" TR E / Oti �i 4d-4.2� LOC�-T={� s,. RIO ASSOCIATES Et-PARLRSHIR- U 471. // r G 0- --3 EXISTING GA INE \ PA 1 0-12300 Q TR E 9' 471.07 �� / OE 476. SI- \ SDMH PARCEL IDl 06 00.00-0 FN ? '_4" TREE 10" C _ / 4Y-7 aF6 470,15 / � / ;�,�,�._�. � MORETZ ENGINEERING \ ` r TOP \j I _ 7 }�C�(( 471.7� o 7.51 w W - - EXISTING WATERLINE \ L I�4�1.83 I l _ I ( I h I I I �1 ` - _ �'/� i �� THIS. DRAWING G THE PROPERTY - - PAY P ONE _ - - _ l TA�a(S' / �. / w OF MORETZ ENGINEERING AND IS -- '' R_ _ _ �� _U _ / / f - 0) SS SS EXISTING Jt.WERLINE SUBJECT TO FEOEERAL COPYRIGHT Ytr?`Y�Y�rlY�-��n �k�rl1�r(Y��lYvfllnM�M (�lifk �k� - : - - - _ - 1 f T l -L' 10 LAWS. THIS DRAWING MAY NOT BE - -� - -- - '! 1 :ear x a xx� Gin G "'-�° -_ ! -� 8 O 9 REPRODUCED. PUE3LISHED OR USED 10 PROPOSED CURB PED UP 1 _ - - ' PERMISSION OF MORETZ ENGCVEERING. ^ IN ANY WAY MORETZ E WRITTEN �' `i-C_!-�,l'.lJ'Vl?�.-,-ll•.l.l`-ll'K.N�:J.sJ' _ �4 t'I 477 s - - I ; v A ---- 375 ' PROPOSED CONTOUR �- BENCH MARK IS SURVEY U = _ , - , -- (' J PROPOSED STORM DRAIN m O NONTRO H FLASHER. GPS-1,I'v / -� '" I N TE= W m Z m �_ •n / ---`- 0 PROPOSED DRAINAGE BASIN Q Q Q W O ELEVATION 472.92 7 5- - ALL UTILITY AND STORMWATER MATERIALS, SIZES, AND \0 -- INSTALLATION SHALL CONFORM TO THE SPECIFICATIONS SS SS PROPOSED SEWERLINE I�OF, 0LL " _----- AND DETAILS OF THE LOCAL AUTHORITY, X1 Gt * PROJECT NUMBER ____--- - W; W PROPOSED WATERLINE ----- ��� wM S C l--'e L l_._ ' . 1 - 2 O , PROPOSED WATER METER 36- 04 � S' GAS LINE ESMT. �r 00 5 SHEET NUMBER 1147 P 579 O 10 20 40 q72• PROPOSED SPOT ELEVATION 1 W/ DRAINAGE FLOW f C2.1 OF g EXPANSION" JOINT WHERE WALK IS (PERPENDICULAR TO CURB a G BITUMINOUS SURFACING zo CRUSHED STONE BASE COURSE CONCRETE CURB Y YPICAL CURB SECTION FOR AKINLOT-$ rT ■ n ��:L�L�7�}' W NOTE: CONTRACTOR TO BACKFILL CURBS AS SOON AS POSSIBLE TO AVOID PONDING OF WATER BEHIND CURB, TYPICAL ISLAND GRADING E � IGHT DUTY PAVEMENT CZGG 01 A r\l4:Z COMPACTED SUE NOTES; I, A CONTRACTION JOINT 1" DEEP WITH 1/8" 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, 21 SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK, 3. CONCRETE; SHALL BE 3600 PSI, IN 28- DAYS. JOINT SEALER 1/8" RAD. I" PRIOR TO_ SEEDING OR PLANTING(2" PRIOR TO SODDIM) !'• 4F1= SITE Ai API 1�2" JOINT FILLER-1/2" PREFORMED HOLD DOWN I" FOR SEALANT EXPANSION JOINT �- 1/8" RADIUS q.•',.• 14nL- ON SITE WHERE WATER DRAINS AWAY FROM WALK CONTRACTION JOINT INTEGRAL WALK CURB DETAIL SIDEWALK EXPANSION JOINT DETAIL E3 c SCALE-NTS SCALE-NTS NOTES z APPLY NON -SLIP BROOM FINISH TO: HANDICAP RAMP SURFACES BACK OF WALK BACK OF CURB (B.C.) FACE OF CURB (VA IABLE SLOPEN T FLOWLINE TO . EXCEED 12 1 1) 6, _O� 5, 0" 61_0 II 21/21A TYPICAL 2" OF SM-2A `0°°000 °0°°°oQ°o0°°o°°a0°°fl000000 Jq°p°°a°°q°°°pq°°a°°°°°°°°°11 ` 00°q00°q'0° OG° 00° 0pQ 0° 00 00°p00°000°00°000°000°00°°00�0 YX SCALE-NTSDE TAIL -jCALE-NTS STRIPING DETAIL SCALE-NTS HANDICAP REFE 6� u SECTION AA THROUGH FLOWLINE RAMP SURFACE A EXISTIkG WALK 114" PER I' (BEYOND) WHEELCHAIR R MP SLOPE N TT ' EX i t l , .. TYPICAL RAMP SECTION WHEELCHAIR RAMP-DETA d„ 4 q. F HANDICAP RAMP R, ox W W 2 R PARKING ACCESS PARKING SPACE AISLE: SPACE 8'MINI 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, (7,"*'�HANDICAP PAQKIN(.-j DETAIL IL '-O" CURB E GUTTER DETAIL SCALE-NTS ISOMETRIC D VAN CCESSIBL RESERVED PARKING VAN MAXIMUM i� PENALTY O 250 h as 20 V16 A PLANNER (Current Development) _ ENGINEER (Current Development) _ SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD _ FIRE/RESCUE DIVISION _ BUILDING OFFICIAL VIRGINIA.DEPARTMENT OF TRANSPORTATION 4 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 Val/ HOLE DRILLED IN CONCRETE FOR -SCALE-NT-S SECURING GATES IN CLOSED AND OPEN POSITION, NOTE, DUMPSTER ENCLOSURE I U -SIGN R7-80 BE 6' IN HEIGHT, (ONE SIGN TO READ "VAN ACCESSIBLE") BRICK TO MATC BUILDIN( VEN.EEP NOTE, SEE STAKING PLAN FOR PAD DIMENSIONS SECTION ACCESSIBLE HANDICAP SIGN DETAIL. Al� CE SCALE-NTS DATE MAY 20, 2005 "O"o W o 0 Q 0O o cob ' I- z LU o 0 a U) z O mQzz U6 wa�a <0 wa awaaswzwaan-can co(0coK��2 W w w w Q G Q aaaawS N5° 'III Z �RD w Q • W �W BAR 12" O/C rr= n U) •ffibr A► MORETZ ENGINEERING THIS DRAWING IS THE PROPERTY OF MORETZ ENGINEERING AND IS SUB:iECT TO FEDERAL COPYRIGHT LAWS. THIS DRAWING MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF MORETZ ENGINEERING. �- M m w w � Q Q z M ✓a lot# 9 . 14 W 0 -. Wv 0 U 1—L. 0 L PROJECT NUMBER 36-04 SHEET NUMBER C3.1 OF 8 ,• VARIABLE AS DIRECTED \BY THE ENGINEER A GENERAL MOTES, I. FENCE FABRIC SHALL BE A MINMI.JM OF 3? IN W019 2 P LTSZ PABRlO SHALL BE MIRAFl 100 FABRIC OR I5MiVALENT- MALAP OAN40T BE USED WHEN SILT FENM IS TO REMAIN FOR A PE910D OF MORE THAN 30 DAYS, 3, 5TE POSTS SHA" BE 5'-0- IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. BACKFILL MIN .8" THICK LAYER OF GRAVEL FILTER FABRIC 14" zo POST V-TRENCH FILTER FABRIC POST EXTENSION OF FABRIC AND WIRE INTO THE TRENCH ,�- WIRE COMPACTED FILL ---/ L--- MAINTENANCE NOTES, I. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGS RAINIFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMWEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR SECONtE INEFFECTIVE PRIOR TO THE: END OF THE ED(PECTED USABLE LIFE AND THE SAPPIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY, 3, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER, 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE:, PREPARED AND SEEDED. TEMPORARY' SILT FENCE" SCALE=NTS SEEDBED PREPARATION, I, Surface Water Control Measures To Be Installed According To Plan, Z Areas To Be Seeded Shall Be Ripped And Spread With Available Topsoil 3 Inches Deep, Total Seedbed Prepared Depth Shall Be 4 inches to 6 inches Deep. ; 3. Loose Rooks, Roots, And Other Obstructions Shall Se Removed From The Surface. So That They WIII Not Interfere With Establishment And Maintenance Of • Vegetatlon, Surface For Final Seedbed Preparation At Finished Grades Shown, Shall. % Reosombly Smooth And Uniform. 4, Fertilizer And Lime To Be Applied Uniformly And Mixed With Soil During Seedbed Preparation. SEEDING REQUIREMENTS 500 LbsJAo. 0-20-0 $Wer phosphate 225 GalJAo. Asphalt Tie -Down Work Lime And Fertilizer Into Soil 3-4 Inches Deep. See Charts For Speoifio Seasonal Reoommendations For Temporary Seeding. E FALL. WINTER. E SPRING SEEDING SOIL AklaUMENT MIXTURE, FROM SEP`Tr J - AP3L 30 2 POUNDS ANNUAL R Y r GRASS 05 PODS HLLLED SEMMJDA L5 POUNDS UNHLILLED BERMUDA 25 POUNDS 10-10-10 FERTILIZER 75 POUNDS UMESTONE OR 2 POUNDS ANNUAL R) E GRASS 0.5 POUNDS HULLED BERMUDA I POUND LNa-ULLED BERMUDA 2 POUNDS BAHIA GRASS 25 POUNDS 10-10-10 FERTUZER 75 POUNDS LIMESTONE Apply 4,000 Ib/Sae straw, Anchor straw by looking with asphalt, neti ft or a muloh mohoring tool, A disk with blades set nearly straight can be used as a mulch anchoring tool, Maintenance . Retertilize If growth is not fully adequate. Reseed, refertIllze and mulch inrrockdely following erosion or other damage. TEMPORARY SEEDING SPECIFICATIONS DUMP STRA r RE:BAR FOR REMOVAL FO; SEDIME INSTALLATION DETAIL EXPANSION RESTRAINT (1/4' NYLON ROPE, DUMP STRAPS 2' FLAT WASi-ERS) 2 EACH BAG DETAIL CATCH BASIN SILT SACK 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, 2. REMOVED SEDIMENT SHALL BE DEPOSITED 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 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. s+L'r / ,- M5 WASHW STONE STORAGE I 3'-4' SECTION A -A ,�STORM INLET SEDI TRAP S JMMCR SEEDING & SOIL AMENDMENT MIXTURE, FROM MAY I - ALIC�LIST 31 I POUND BROWN, TOP MILLET 2 POUNDS {-UI-LE;D BERMUDA 25 POUNDS 10-10-10 FERTILIZER 75 POUNDS LIMESTONE i POUND BROWN TOP MILLET I POUND HULLED BERMIUD.A 2 POUNDS BA14A GRASS 25 POUNDS I0-10-10 ff:W I IZER 75 POUNDS LIMESTONE Apply 4,000 ib/Sae straw, Anohor straw by tooking with asphalt, netting, or a rrdoh anchoring tool. A disk with blades set hearty straight can W used as a muloh anchorN tool. Matntenolr�e Ret6rtillze If growth Is not fully adequate. Reseed refortilize acid match Imnredlately following erosion or other damage. SCALE-NTS 0 �— 05 WAS,-F� STONE FLTE R FABRIC SKIRT IN 6" OF a5 STONE MENT SCALEsNTS PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION FILTER FABRIC PROVIDE APPROPRIATE TRANSITION UNDER STONE BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT OF WAY SECTION PUBLIC RIGHT OF WAY TRUCTION SPECIFICATI I. STONE SIZE USE T TO 3" COARSE AGGREGATE. Z LENGTH- AS EFFECTIVE, BUT NOT LESS THAN 50 FEET, 3. THICKNESS- NOT LESS T14AN 6 INCHES. 4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINTS INGRESS AND EGRESS. 5. WASHING- WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEVIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY, WHEN WASHING iS ReXMD, IT SHALL BE DONE .OI AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, ALL SEDIMENT SHALL 01�_ PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOLRc.' THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTI-E R APPROVED METHODS. ; 6, MAINTENANCE- TI-E ENTRANCE SHALL BE MAINTAINED iN A CONDITION WHICH WILL PREVENT-. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONI! AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASIJRES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OFF WAY MUST BE REMOVED IMMEDIATELY, 7. FILTER FABRIC SHALL. BE MIRAFI 500 OR EQUAL. TEMPORARY CONSTRUCTION RANCE/EXIT 1. Obtain Erosion Control Plan Approval And Necessary Permits. 2,: Prior To Grading, Install Required Erosion Control Devices, Including Temporary Construction Entrances, Silt Fence, and Tree Protection. 3,. Grade in Accordance With Construction Documents. 4, . Install All Utilities And Storm Drainage Pipes With Basin Protection 5. Apply Seeding, Temporary Or Permanent, Or Other Types Of Stabilization. As Required As Soon As Graded Areas Are Completed Or Where Work Stops, 6. Complete Fine Grading. 7. Install Curb And Gutter. 8, Place Stone Base Course And Asphalt Paving. 9, Prepare All Disturbed Areas For Seeding Or Ground Cover, 10. Apply Permanent Seeding And Ground Cover, 11. After Site Is Stabilized And Approvals Received, All Temporary ' Erosion Control Devices Shall Be Removed And Those Disturbed Areas Shall Be Seeded, CONSTRUCTION SCHEDULE G I DATE . MAY I 20, 2005 MINIMUM[ Z z G W (Y > LU 0Z Uj Qwzy W (D Uj (LZwcv . (nU) V71 G F�- wwwQ0Q a aa0-W Seeding Mixture zo ^ N aecles Rate (Ib/acre) fi Blend of 50% KY-31 tall fescue and 50% mixture 200-250 �. of two or more turf -type tall fescuesor Blend of three or more turf type tall fescues 200-250 Seeding Dates Fall Winter VIZ Best 1 Auq 25 - Sept. 15 Best Possible Aug. 20 - Oct. 25 Possible, Feb. I - Mar. 31 16 r�' .������� For quality turf avoid spring seeding. Where grading is completed during late winter or spring, an alternative is to seed 30 lb/acre Kobe E lespedeza, keep mowed, prepare seedbed, and seed permanent mixture, between Aug. 25 and Sept. 15. (D _ °' = cN, c ro ro n Soli q�endlT>ents w o o ti E Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre > -co: r 'o iv I- @ ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer, -N '0 3 ,2 z � c° O w o,2L� E Y ~ 0 Mulch 00 Apply 4.000 ib/Sore grain straw or equivalent cover of another suitable mulch. Anchor straw by tacking with asphalt, roving, or netting or by crimping with a mulch anchoring tool, A disk with blades set nearly straight can be used as a mulch anchoring tool. m Maintenance Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan, or Feb., 40 lb in Sept., and 40 lb 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. PERMANENT, SEEDING I. All Erosion And Sediment Control Measures Shall Be Checked For Stability And Operation Following Every Run -Off Producing Rainfall But In No Case Less Than Once Every Week. Any Needed Repairs Shall Be Made Immediately To Maintain All Practices As Designed. 2. Silt Will Be Removed From Behind The Silt Fence And At The inlet Protection Sediment Fence When it Becomes About 0.5 Ft. Deep At The Fence, The Sediment Fence WIII 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 SCI NOTE 5 I, REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT, DUMP sTRAP ONE FOOT FOB 2, PLACE BARK MULCH AT AREAS NOT INCH OF TRLNK PROTECTED BY BARRIER. 6' MINIMUM WID 3. BARRIERS SHALL EXTEND AROUND TRUNK AS SHOWN, THEY SHALL ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT(l) FOR EVERY ONE INCH (I") 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 GRADING OR OTHER LAND .DISTURBING ACTIVITY, THEY SHALL. BE CUT FLUSH WI" SHALL BE CONSTRUCTED OF ORANGE ADJACENT GRADE. NO GI POLEYETHYLENE TO DESIGNATE THE PROTECTED ALLOWED UNDER DRIP Llh AREA AND PROTECT ROOTS, TRUNK, AND CROWN OF THE TREE, EXAMPLE: 2"x4" STANDARDS AND I"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'° Tk'E�E�P�k'O�T�EC�Tl�ON�D�E�TA�IL.' SCALE-NTS t t SCALEsNTS r L_A-A%_n. La,"MrN 1VK_v_\,0r1 AT AREAS NOT PROTECTED BY BARRIER. W Z Q--J ~ UQ W � LU W o0 0 ry MORETZ ENGINEERING THIS DRAWING IS THE PROPERTY OF MORETZ ENGINEERING AND IS SUB.F_CT TO FEDERAL. COPYRIGHT LAWS. THIS DRAWING MAY NOT BE REPRODUCED. PUBLISHED OR USED W ANY WAY WITHOUT THE WRITTEN PERMISSION OF MORETZ EI`rh\EERING. m m W W. ~ W inz Mq m �Q Q a W 0 © IL 0 U. �i PROJECT NUMBER 36- 04 SHEET NUMBER C4.1 OF 8 I NO CURB AND GUTTER TO BE PAID FOR N0.5 NOA • LYfGY�/ �0 N0.5 BARS 6" O.C. TYPi PIPE NO. 4 CATCH BASIN W �0 — =E DETAIL "A" AL Tr EXPANSION JOINT 11CONC. SIDEWALK _ � � ° TOFp .4 ' � a',. SLAB•<: '. `�.. 4 ' d, 4• 2^ 5-I/2" N DETAIL "B" cv 3^ „ (3) 9'-6" NO. 4 REBARS '- 6" ON CENTER L2^ � A i 1 /%i At A r 1 f— i.—i g PIPE li-8„ TQp. v EAN OUT DOWNSPOUT W/CLEANOUT DETAIL C SCALE-NTS NOTES, It. FOR CONSTRUCTION OF THE CATCH BASIN WALLS EITHER BRICK 5'-4" MASONRY OR CLASS' A CONCRETE- MAY BE USED. FOR CONCRETE 12" O.C. THE WALLS ARE TO BE 6" THICK WITH A REINFORCING STEEL AREA TYPICAL OF 0.20 SQ. FTi FOR BRICK THE WALLS ARE TO m= 8" THICK. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE CONSTRUCTION, 2, THE BOTTOM SLAB OF THE FOX SHALL BE A MINIMUM OF 6-'THICK NOA BAR$ . CLASS A CONCRETE WITH A REINFORCING STEEL AREA OF 0,20 SO, 6"�AL 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. I II, � i 0 5, IF DESIRED THESE_1TEMS MAY BE -PRECAST PRIOR TO INSTALLATION IN NOA BARS' LIEU OF BEING CAST IN PLACE, THE USE OF PRECAST UNITS SHALL TACKWELD FRONT LONGITUDINAL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING BAR 1/8" MIN. TACK (FOUR POINTS) STATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR TO ALL TRANSVERSE BARS PRECAST STRUCTURES FOR ADDITIONAL DETAILS AND SPECIFICATIONS, FRONT 6, REINFORCING STEEL SHALL BE DEFORMED AND SHALL CONFORM TO LTAIL OF TOP MAT 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 5.-4^ PLACED ON WALL, . •-' N0,5 BARS 4'-0" O.C. 8. WHEN IT IS NECESSARY TO PLACE A CATCH BASIN IN A RADIUS, THE TYPICAL (TRANSVERSE) 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 SHOULD N0,5 BARS . + FOLLOW THE SAME ALIGNMENT AS IT'S FACE, 6" O.C. ` U TYPICAL 9, LIFT HOLES MAY FEE PLACED AS NECESSARY. ALL LIFT HOLES IN THE LID SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. NOb REBARS N 6 O.C. -------Y--- TYPICAL (LONGITUDINAL) FRCiNT DETAIL OF P,OTTOM MAI LIGHTING CATALOG CUTS SCALE-NTS PLANNER (Current Development) ENGINEER (Current Development) SERVICE AUTHORITY ARCHITECTURAL REVIEWBOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION DATE MAY 20, 2005 � 0 Q N m -4 D coo=— 0 CD CO w Zz cna >aQ>�> W Qa QLULa daQ���.. U?(nCOVZW W W� Q Z a Ma -w y c �,' � C) �, c 0) z � EL - 1 �' c E >-a E o (D o z LL w $�' �G 0 SCALE-NTS o ° ° �� I► z 0 a � > Wq-� > Di q W. 00 1 .40 o � Aon Q Z LU LU LU z Q� () z Q 0 MORETZ ENGINEERING THIS DRAWNG IS THE PROPERTY OF MORETZ ENGINEERING AND IS SUBJECT TO FEDERAL COPYRIGHT LAWS. THIS DRAWING MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF MORETZ ENGINEERING, m C (n La Z M Q O W 0 cy r PROJECT NUMBER alei /4(0 36-04 Si- -ET NUMBER C5.I OF 8 ,All PARKING SECTION A -A TYPICAL ISLA SCALE-NTS SIDE OF ISLANDS) MULCH ENTIRE ISLAND (WHERE A IPPLICABLE) PLAN LANDSCAPING ,.' •, PRUNE DEAD OR DAMAGED i ' BRANCHES. DO NOT PRUNE �r CENTRAL LEADER. : `' f ' j ;,�o REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WE3BING 2"x2" HARDWOOD REMOVE STRINGS, WIRE AND STAKES (TYP OF 3) BURLAP FROM TOP 1/3 OF BALL PLACE TCJP . OF ROOT 3" EARTH SAUCER BALL SLIGHTLY ABOVE CUT EDGE SURROUNDING GRADE III DTI—�� •1,�{���,(' 1=IIl-1_T!: ORIGINAL SOIL, AMEND AS REQUIRED 4- MUCH - DO NOT MULCH ROUGHEN SIDES \ \ ' 12., AGAINST TRUNK OF PIT OF TREE PLANT ON UNDISTURBED SOIL, AS CLOSE AS POSSIBLE E TWICE BALL _ r DIAMETER 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 kuliAA r ORIGINAL SOIL, AMEND AS REQUIRED UNDISTURBE[ SOIL TWICE BALL DIAMETER -- ARBOR TAPE, OR NYLON WEBBING - 2"x2" HARDWOOD STAKES. (TYP, OF 3) ` 4" .MULCH, WITH PLANTING SAUCER. DO NOT MULCH AGAINST TRUNK OF TREE I_' I_ I= EARTH BERM 1— AROUND BALL , TOPOI/\3 OF BURLAP LAP FROM CONIFEROUS TREE PLANTING DETAIL SCALE-NTS 2"x2'x8'. OAK WOOD STAKES 2 STRANDS, 16 GA. DK. AN. RUBBER HOSE PLANTING MIX �! LIMIT OF ROOTBALL ~ �� 16 GA, WIRE TIED TO WIREAROUND TRU .. 1 -� TREE (MULTI -TRUNK) WRAP TREES FROM GROUND TO LOWEST BRANCHES IMTH DURLAP OR TREE WRAP ----2" SI-�2ED®ED BARK MLILCfa PLANNER (Current IDevelopment) ENGINEER (Current Development) SERVICE AUTHORIITY ARCHITECTURAL REVIEW BOARD FIRE/RESCUE DIVISION BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION PAPER, SECURE WITH TOP AND BOTTOM WITH HEMP STRING ROOT BALL WATER BASIN -- FERTILIZER TABLETS FINISH GRADE III_I�IIl� -� i,'T •, II�IIIIT!- . SOIL MIX, SEE SPECIFICATIONS REMOVE WOOD BOX PLASTIC7WINE, AND OR TOP 1/Z Or - WIRE BASKET OR BURLAP PRIOR II(- I=III=1 = O B KFILLINGf^li = 11= 1=III 111=1I I T AC IN HEAVY CLAY SOILS OR WHERE THERE DEEP OR THROUGH THE HARD PAN. FILL PLANT .PIT SHALL BE TWICE AS HOLE WITH CRUSHED ROCK, VERIFY PROPER ..�� I AS ROOT BALL AND A DRAINAGE OF THE PLANT PIT PRIOR TO PLANTIING MINIMUM. OF 12 DEEPER BY FILLING THE PIT WITH WATER TO CHECK PLACE ROOT.BALL, ON MOUND OF PED FIRM THE DRAINAGE 8„ L TREES -GUYING AND PLANTING DETAIL B SCALE-NTS 3" MULCH, WITH f+ y�� SET STEM AT PLANTING SAUCER, a r .h ORIGINAL GRADE AS SPECIFIED, DO NOT MULCH AGAINST �'� s 6" MIN, _I�_REMOVE BURLAP FROM UNDISTURBED > TOP I/3 OF BAALL SOIL' ��-- 1I ORIGINAL SOIL, 11m9— AMEND AS REQUIRED ' VARIES S4RUE3 PLANTING DETAIL SCALE-NTS oil TYPICAL PLANTI SCALE-NTS NG BED PLAN DATE MAY 20, 2005 W o000�°0 . Q N14 0 1 -. 0 ! IL CL 0 00 M Z zz w 0 z z > °C a >Q� >> W Wzw 01�zzw >>> yFD -- P6�dw� OZ t'^ s N C cm Z f 0)109 39 ) �Ef �$ 0 °' o W--5 -o E = oacr-@� U as O �d Q w o �,�� E ry v O c �c 0 0 tp � — �IIII z W vo W � Q � (1") QW pc Q -j Q rJ o --I D O `�I III o LU LLl n �- U Q W �� z zo co Q __.i MORETZ ENGINEERING THIS DRAWING IS THE PRC-ERTY OF MORETZ ENGINEERING AND IS SUB ECT TO FEDE2AL COPYRIGHT LAWS, TI-IIS DRAWNG MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF MORETZ ENGII`EERING. m Z W Q'LLI Q z� ci W W PROJECT NUMBER .��gr06 36-04 SHEET NUMBER i CV.1 OF 8