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HomeMy WebLinkAboutARB200600056 Plan - Submittal�L 1. DEVELOPER. UNICORP NATIONAL DEVELOPMENTS, INC. 7505 W. SAND LAKE ROAD ORLANDO, FL 32819 CONTACT STEVE MESSING (813) 261 -5108 TM# 061, PARCEL 122A ZONED: C1 /EC TM# 061, PARCEL 122 ZONED: CO /EC PROPOSED ZONING C1 /EC THE FOLLOWING LOT AND BUILDING COVERAGES ARE.• B& 061 -122A EXIS77NG USE. GAS STATION /COMMERCIAL PROPOSED USE RETAIL /COMMERCIAL PROPOSED LOT ACREAGE, • 1.5AC. AREA OF OPEN SPACE. 0.3AC. (20 %) IMPERVIOUS AREA: 1.2AC. a& 061 -122 EXIS77NG USE: BANK /COMMERCIAL PROPOSED USE- BANK /COMMERCIAL PROPOSED LOT ACREAGE. 0.98AC. AREA OF OPEN SPACE: 0.25AC. (26%) IMPERVIOUS AREA: 0.73AC. 2 THE SCOPE OF WORK FOR THIS PROJECT SHALL CONSIST OF THE DEMOLITION OF 774E EXISTING GAS STATION AND ASSOCIATED BUILDING STRUCTURES, UTILITIES, SIDEWALKS AND PAVING. THE PROJECT SHALL ALSO INCLUDE THE CONSTRUCTION OF A 15,180 SQUARE FOOT MIXED -USE COMMERCIAL BUILDING AS WELL AS NEW SIDEWALK, PAVING AND CURB AND GUTTER. ADDITIONAL SITE IMPROVEMENTS SHALL ALSO CONSIST OF AN UNDERGROUND DETENTION, NEW WATER AND SANITARY SERVICES TO THE SHOPS AND PAVEMENT RESURFACING AT THE EXIS77NG WACHOVIA BANK CURRENTLY SCHEDULED TO REMAIN. J. TOTAL DISTURBED AREA: 211 ACRES, A VSMP PERMIT WILL BE REQUIRED.A1 4. NO DEMOLITION, SITE WORK, OR GRADING IS PERMITTED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT ISSUED BY THE CITY INSPECTIONS OFFICE. 5. ALL EROSION /STORMWATER MANAGEMENT MEASURES MUST BE DEWA7FRED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY AND ALL TEMPORARY EROSION MUST BE REMOVED WITHIN 30 DAYS OF PERMANENT STABILIZATION OF THE SITE. 6. ALL CONSTRUCTION STAGING, LOADING, TEMPORARY PARKING, AND LAYDOWN AREAS SHALL BE COORDINATED WITH THE OWNER PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTIVITIES 7 CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. 8. 714IS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH T74E LATEST ED177ON OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS AND BEDFORD COUNTY PUBLIC SERVICE AUTHORITY MASTER SPECIFICATIONS 9. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS AND BONDS AS DEEMED NECESSARY BY THE LOCAL AUTHORITY. 10. CONTRACTOR SHALL CONTACT VOOT PRIOR TO ANY DEMOLITION OR GRADING AC77VI77ES WITHIN THE VOOT RIGHT OF WAY TO OBTAIN THE APPROPRIATE PERMITS. 11. CONTRACTOR SHALL CONTACT 77.1E OWNER IN WRITING NOT LESS THAN 30 DAYS MINIMUM PRIOR TO ANY DEMOLITION AND /OR CONSTRUCTION AC770TY TO VERIFY MARKING OF EXISTING U77LITY SERVICES. CONTRACTOR TO N077FY ALBEMARLE COUNTY PLANNING DIRECTOR IN WRI77NG 48 HOURS PRIOR TO BEGINNING ANY WORK ON SITE. 12. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS PROVIDED BY THE ARCHITECT FOR THE EXACT BUILDING LOCATION AND DIMENSIONS 13. CONTRACTOR TO REPLACE ALL PROPERTY CORNERS, IRON PINS, BENCHMARKS, AND ANY 0774ER SURVEY MARKERS AT HIS EXPENSE AFTER COMPLETION OF PROJECT. 14. CONTRACTOR TO PROVIDE ALL NECESSARY TRAFFIC CONTROL PER MOST RECENT VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) SPECIFICATIONS DURING CONSTRUCTION ALONG RIO ROAD AND SEMINOLE TRAIL (ROUTE 29). 15. CONTRACTOR RESPONSIBLE FOR COORDINA77NG WITH UTILITY COMPANIES AS NECESSARY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. 15. PROPERTY SHALL BE SERVED BY PUBLIC SEWER AND WATER BY ALBEMARLE COUNTY. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOME FOR SI7E PLANS, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT -OF -WAY INCLUDING CONNE077ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FOR THE VIRGINIA DEPARTMENT OF 7RANSPORTA7ON (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 774E REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 774E REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUC7ON METHODS SHALL CONFORM TO CURRENT SPECIFICA7ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORT7ZONAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA7ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR(S) DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZED A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 77-IE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7. UNLESS OTHERWISE N07ED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 8. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SOURCE OF TITLE:(TM# 61 -122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS RECORDED IN D.B. 479, PG, 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE:(TM# 61 -122A) THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATU AND LOCATION OF THE WORK. SITE AND GRADING PLAN FOR WACHOVIA BANK AT THE SHOPS AT RIO ROAD CHARLOTTESVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINI THE FOLLOWING VARIANCES WERE GRANTED BY THE BOARD OF SUPERVISORS ON MAY 3, 2006. REFER TO ZMA 2005 -010: WACHOVIA AND SHOPS AT RIO ROAD. * CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO DUST. r 40 20 0 40 80 j (VARIABLE WDni R /) GRAPHIC SCALE[ IN FEET SHEET INDEX VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES * CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE TEMPORARY CONSTRUCTION ENTRANCE SF SILT FENCE IP INLET PROTECTION DD TEMPORARY DIVERSION DIKE TS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING C 0.0 C 1.0) C 2.0) C2.1[ C 3.0) C3.11 C 3.22 C 4.0) C4.1[ C 5.0) C 6.0) C 7.0) A C 8.0) SL 1..0 L 1.0) L 2.01 COVER SHEET EXISTING CONDITIONS AND DEMOLITION PLAN PHASING PLAN SITE PLAN UTILITY PLAN STORMWATER AND WATER QUALITY CONTROL PLAN PROFILES EROSION CONTROL AND GRADING PLAN FINISH GRADING PLAN SITE DETAILS UTILITY DETAILS EROSION AND SEDIMENT CONTROL DETAILS LIGHTING DETAILS SITE LIGHTING PLAN LANDSCAPE PLAN LANDSCAPING DETAILS LEGEND CIPF IRON PIN FOUND LIPS IRON PIN SET EXIS77NG PROPERTY LINE WELL m ELECTRIC POLE (D ELECTRIC MANHOLE ❑ ELECTRIC PEDISTAL - W - GUY WIRE R TELEPHONE POLE PROPOSED 10' CONTOUR TELEPHONE PEDESTAL wK TELEPHONE MARKER C TELEPHONE MANHOLE co CLEANOUT 8 WATER 'METER w WATER VALVE 0 STORM MANHOLE (D SANITARY MANHOLE FIRE HYDRANT X� LIGHT POLE 777-EDGE OF PAVEMENT -EDGE OF GRAVEL 77 - EDGE OF CONCRETE - - CREEK Gvv GAS VALVE © GAS METER GAS MARKER BENCHMARK SIGN 0 WELL - GUARDRAIL �EDGE OF WOODS -x -x- FEN C E -OH E- OVERhEAD ELECTRIC -OH T- OVERHEAD TELEPHONE -OH CTV- OVERHEAD CABLE TV -uG c7v -UG CAB' LE TELEVISION -uG E -UG ELECTRIC LINE - uGFO -UG FIBER OPTIC LINE -uG G -UG GAS LINE -ss -UG SAii. SEWER LINE -uG T -UG TELEPHONE LINE -W UG WATER LINE FT CONCRETE BRICK SITE VICINITY MAP I PROPOSED olPs IRON PIN SET EXIS77NG PROPERTY LINE LIMITS OF CONSTRUCTION 0 STORM INLET STORM SEWER - W - -X - SILT FENCE S00 PROPOSED 10' CONTOUR 802 PROPOSED 2' CONTOUR -'-�- DIVERSION DITCH TEMPORARY CONSTRUCT70N ENTRANCE STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT " 1.5" OVERLAY PAVEMENT 1. OWNER /DEVELOPER, AM AWARE OF THE SITE DESIGN REQUIREMENTS IMPOSED BY THE S17E DEVELOPMENT PLAN AND 077-IER APPLICABLE COUNTY CODES. I HEREBY CERTIFY THAT I AGREE TO COMPLY WITH THESE REQUIREMENTS, UNLESS MODIFIED IN ACCORDANCE WITH LOCAL LAW OWNER DATE COMMONWEALTH AT LARGE TO WIT: COUNTY /CITY OF I, A NOTARY PUBLIC IN AND FOR THE STATE AFORESAID, DO HEREBY CERTIFY THAT THE OWNERS /REPRESENTATIVES WHOSE NAMES ARE SIGNED HEREON HAVE ACKNOWLEDGED THE SAME BEFORE ME THIS DAY OF 20_. MY COMMISSION EXPIRES: NOTARY PUBLIC NOT FOR CONSTRUCTION DATE DESCRIPTION 1 1 06 26 06 PER COUNTY 2 12 O1 06 PER COUNTY 3 01/04/07 PER COUNTY Jan 05. 20D7 - 12:22om V:AIcrdProiects \ ?C w z g a z p W j Q W a a�� .�. w Ln ,t .j Z N Q W J - X z � O � o � W re uu++ a � 0 %D z un 19 o W ° O O V N 00 00 a z N Z O d m N J 00 11 IT • .r V G1 a a O ri z I-- p a� W ui a ui (' La m �o�a un ui a _u C z� V a G W Lu J a= �r > W O ZO V w a= V PROJECT N0. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW nA.ROSADO HURT U _- PROFFITT dwa r SHEET N0. C 040 0 Q U IZ 3� W N ^ 3CL OJ 000 j pU- pU- Q � �O W Z s2 Luw O W j� V7 W pz J p� JJ� gSiQ OU r aOQW Q: O 52 0::pO Li- LIZV, O cyOO I Cod 0�' u) (f) ON ®m�coLO 3 Z .,ON'O� I 2pON O 00 N VD�tp cO� �(O��O� O(00u� ...^ O�j Of 11 Wao ON OIIrnrn OO IlrnrnrnNN Q w o >�� II W o� Q�,N N p 0]tl,00 w II II r FLU II II i +FLU II II II 1.� Q r °wZzp Q I- �LJUZZp tiO�WWZ ZZ pp u) u) Zzz �` cn�tizZZ cn cn�h2ZZZZ 4 500 PROPOSED GRADE 30.06 LF OF 15" - HDPE 0 4.99% 480 DATUM ELEV 49'0.00 N 10 +00 STORM LINE 1 0 STA: 10 +00 TO 10 +77 520 I O � N' O III c ti cn v EXISTING GRADE 500 28.74 15" HDPE s 2.61q eo 10" HDPE �9 Ln ti 480 J N U U � � Z(O 10" HDPE Q ^ 7.87 F OF ® 0. J ct 10.00 tj 0 0 Lf) NN•06 ® 1.1 O �co 10.00 ^V) O Op MO ® 1.1 00 r o Lo 0 L0 49'0.00 N 10 +00 STORM LINE 1 0 STA: 10 +00 TO 10 +77 520 I O � N' O III c ti cn v EXISTING GRADE 500 28.74 15" HDPE s 2.61q eo 10" HDPE �9 Ln ti 480 J N U U � � Z(O 10" HDPE Q ^ LO F OF W J ct tj 0 0 Lf) NN•06 ON� O �co �IC121` ^V) O Op MO 1 p ^N, 100 O� c0p� (/1hO� +LU 11 11 ti . +LU II ti 01 Ed 20 O . Z °WZZ) O �O»1 u �O1> LO (V) • - O h°J�m LF OF 10" HDPE �9 Ln ti 480 m T ti _F OF 10" HDPE Lu U Q �J ICY F OF 15" HDPE V. (OVERFLOW PIPE) THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE! CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 -552 -7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. MAINTAIN SG 18" MINIMUM CLEARANCE 480 DATUM ELEV 475.00 O ti L Ncj 2 J o ^h UU LF LQ U Lu ZR �y O J : b `(3� 0o o S Lc h Q � N CL �"7- U � (3 Lr) LLLA o k dZ '+V11" v Q0 +i; J 11 III 0, � O luN LLj Wpj ^5 11 � LU Q- ` I� ti Q) �. (n Q 1- Z 222 L� (n (n L1 Z 10 +00 �4r� •cmx z% J N' 'L0 oi005 m�ooro ��O p1 QOhL01 II 0) (f) X11 m^ `tll W11 1- LLJ LJUZ(3 V�LJUZp ♦jZZ (f) Ln ZZ STING ADE 11 +00 STORM LINE 2 Qi STA: 10 +00 TO 11 +99 3�:zoo LY (3i0 h �� C14 II LAJ ti d za Urn x � G1 V1uF,Z GRADE 500 �s• naa �r o• �sux 2 ^ O U Z Q N Q W v Z s z Q Q J , Z W Lu :t N Z Z� g 2 Z Q O mti ON Lug �-� Wti N Q �ti (7^ O^ ON O� mLV �� O� mLu OiZ� �� Lu �� ^W �� OJT OS^O Z� p II Q �OZ OCZU a Z� Z� Zz Z> Zp�OU O I LU LOL1 ° J LV W N 8 520 r 520 met .:• DATUM ELEV 470.00 EXISTIN GRADE MAIN IN 36" MIN. -0VER -PRO SED 6" WATER LI E DIP qL 51 (TO REMAIN) O 0 0 10 +00 11 +00 12 +00 WATER LINE ai STA: 10 +00 TO 11 +88 GRADE DOSED 6" CL 51 13 +00 m• K �o Q J Ln ti � ~ m T ti ti N•Z Lu U Q �J ICY FZZ W tj 0 0 Lf) NN•06 kz- LQ u)I V) O �co 06 (1 Z W + II Il ti o . J Z pz CN u u)1, Z Z Z o- (V) • - O h°J�m tC w ¢ c n ti (Q,+ S N oc �II`t d II C) oa D. +W II II ti � II 0 II Q) Z) o > tiQy» (�h 2Z R W x Ld 520) DATUM ELEV 480.00 J LLJ ti 2 J J c O < ^00 � 00� V- III II LV p ti .F Lu II II ti LLL]> V�11_22_p Q, I (n(ntiZZZ REI� 2 � Q) 1 p Z3 (I ItiLn NO) 1) Q (f) t&6 N 11 rnrn � W II II ti (/) (f) ti ZZ Z EXISTING GRADE LL. U U U) (1) J '4 OtfjO,n O K-- o 3 S L" Q(� +Q� + 0l ^ A W W .. J ti J ti mrt Jrr enutva* ro'rox it w.vf •f.ux 061Sx r- of 't o N ri ri O O O O O L0 � L 0 1 0 +00 00 12 +00 STORM LINE 3 0 STA: 10 +00 TO 12 +59 -o DATUM ELEV 480.00 10 +00 11 +00 SANITARY SEWER 0 STA: 10 +00 TO 11 +88 Q_ Li Q J J S ZNcz L0 O O II Ln II 4-� Ilti �WZO Z �» �QZZ 520 2 titi0aJti 0�1 Lu �ho0i �, II TWO ti4], X02 520 500 5.00 LF OF 6" SDR 35 ® 1.009 O� Q (n U) Q) (I LO O(" N N' W II II ti WZZa °ZZZ 50 r� ri 0 Ln i[•ES•Ic J � 2 N Q O c O (o O O � 7ufA1NTAll MINIMUM J Q J Ln ti � ~ m T ti ti N•Z Lu U Q �J ICY W tj 0 0 Lf) NN•06 ~ O �co 06 (1 �Lf) II + II Il ti o U ^LuZZQ F! L� U) cn u)1, Z Z Z Em 11 +00 12 +00 STORM LINE 4 A STA: 10 +00 TO 12 +36 0 00 O 00 IS WJp 02 •it • FIL TERRA NOTES.• * FIL TERRAS SHOWN IN PROFILE ARE FOR DEVICES SHOWN ALONG PROPOSED ALIGNMENTS. OTHER FILTERRAS DEVICES ARE PROPOSED AND ARE NOT SHOWN IN THE PROFILE DUE TO THEIR PROPOSED LOCATION OUTSIDE THE PROPOSED ALIGNMENTS. SEE SHEET C31 FOR FILTERRA PLAN AND OUTLET PIPE INVERT ELEVA TIONS. HORIZ. SCALE 1" = 50' 50 25 0 50 100 10 05 0 10 20 VERT, SCALE 1" = 10' NOT FOR CONSTRUCTION rl�y LD z a Q a a � L7 Z � ' W 1_. o w t=i1a ¢NM ^ 0: o Z uj z .O ZNOa z um T (D rn°r;o -U' Q z a 00 N 1l- 1\ *W u V N 00 00 a. NZOd (N >. In O m m N J 00 d It O Z �i 0 r Z tin 0 lip V W 0 j W W uj LLM ®o ~a a z Q inn cl ZW M� J W W 0 0 Q = PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR RAINA A. ROSADO No. 038196 01/05/07 HURT .PROFFITT SHEET NO. A C 3.2 /i VIRGINIA ELECTRIC AND POWER COMPANY MAINTENANCE- EASEMENT D.B, 525 PCP, 472 w z z IL EXISTING LIGHT 1? POLE TO REMAIN !; 5 0.05 T8G EXIST7NG,'LIGHT POLE A z { TO BE REMOVED i y w EL EC, BOY, 7L`tir_.. M� ® ■ ■ ■ ■ ■ ------ ■1- t�if Q 4 0 Lu i ■ ■ Ei LIMITS r CONSTRUCTION---------------- " -,( o u,'y J ■ ■ ■ ■ ■ LIMITS OF CONSTRUCTION PS ON 'IJI F BZFX- . - - - - - ; 1 U w `y ? UB�i L6 LL i =ltt n, mm z x o ^a Qri t n L., f_ - O tl ' W O O 0] N d �' , I ( I S 7,, 6 _ +505.03 TB X11 , r+ ' I i n , i UNABLE TO lip IP m -- � - _ -- �1A _ ,bETERR�kIPJk t 0 a DESTINIATI ON i r ?04,69JBC ` z a Z �t k DRIVE d V oy THRU AREA 2 STY 511.29 LANDING _O / F.F. BREICVK BLDG. q w �� ■ F.F. ELEV. 'B'- 513.0Bn V 517,90 -ANDI G Z IF, B — ,F \ T^ 3. JC IP �p /` / 'co •CO I ' W a. m� � DID 4 - _. _ 4 503.72 TBC: j u1'� a �G DD i4 x. ' a .--., Cv' tL ° a 1 w g Z W pp ui If I — -- -- _ ( I FF = 502.00 FF = 502.00 FF = 502.00 Ip 503 47 TBC 1 J I,PF IN /!i t.: 1 , w PROPOSED I I O Q /CON �` . H % 14,765 SF BOIL DING . f (RETAIL = 10, 9142 SF, I O V RESTAURANT 4,238 SF) IP - - - - = 502.00 O � � FF = 502.00 -- _ - - -T' %i � FF iii � ri i -_ IP O o IP I f�':r2eii, II' I I I,• I � ,' I . _O I P � W Ni i / r IP p „ •. r \ i 9 SF DID ®® ® ®® iM �( tlI ^4,96 z ui MU PIS 96 O .' MU TS DD r 498 4 , 4g ° a m, M ExtramIll All - _ - LlM1TS pF CON. O 'X -- — —_ —__ — - _ _ —._. . ............:.. ..... a •: ... I� to ■ ■ ■ �3 - I�i, -- - -. -.-- .Z LIMITS OF CONSTRUCTION \ _ - _ - - _ -., 1 I u V �[JvU IN0Li-' -IL R �To1 P PROJECT NO. 20050260 U,S; FTC. 29 (N.BL.) 1 ', ', 't G.L. N0. 151 -15 -04.7 ? (VARIABLE WIDTH R /W) FILE N0. G-11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR GRADING NOTES: SOURCE OF TITLE:(TM# 61 -122) VIRGINIA UNIFORM CODING SYSTEM FOR EROSION 1 THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY 1. TOTAL DISTURBED AREA DURING CONSTRUC'770N = 2.11 AC. AND SEDIMENT CONTROL PRACTICES LTH FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIE /CATIONS OF 77-IE MOST RECENT VERSION OF THE /IRG /N /A EROS /ON AND SEDIMENT RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF *CHART TAKEN FROM THE VIRGINIA EROSION AND CONTROL HANDBOOK. ALBEMARLE COUNTY, VIRGINIA. SEDIMENT CONTROL HANDBOOK (JULY 1992) J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURA77ON OF THE PROJECT. ALL EROS/ N CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE- PROPERLY IN PLACE AND FUNC770NING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, U RAINA A. ROSADO SOURCE OF TITLE:(TM# 61 -122A) CE TEMPORARY CONSTRUCTION ENTRANCE AND AFTER EACH RAINFALL PRODUCING RIJJNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. No. 036196 THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. 4. ALL DISTURBED AREAS TO RECEIVE TEMPOPRARY SEEDING, PERMANENT SEEDING AND MULCH. 01 ✓0381 JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED 5. ALL FILL IN BUILDING AREA TO COMPACTECD TO 959 STANDARD PROCTOR. ALL FILL /N PARKING AREAS TO BE COMPACTED TO 909 STANDARD PROCTOR, PLACED IN 8” LOOSE SF SILT FENCE SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT LIFTS. ALL OTHER FILL MATERIAL TO BE C0MPACTED TO 909 STANDARD PROCTOR. COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. Ip INLET PROTECTION 6. ALL FILL AREAS TO BE STRIPPED OF UNSU)/TABLE MATERIAL BEFORE PLACING AND COMPACTING FILL MATER /AL. �SgION�sl 7. CONTRACTOR IS TO FURNISH THE NAME Of THEIR VIRGINIA CER77FIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY L IND DISTURBANCE. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE DD TEMPORARY DIVERSION DIKE 8. CONTRACTOR TO TEMPORARY SEED & MUL(CH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLA770N. LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY 9. CONTRACTOR TO BE RESPONSIBLE FOR REFROU77NG ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTI0N TO MAINTAIN PROPER DRAINAGE OF UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE DISTURBED AREAS TS TEMPORARY SEEDING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E &S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCA TING E &S MEASURES AS DEEMED HURT CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY �:_ COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE NECESSARY BY ALBEMARLE COUNTY OR LAI TEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ( LPROFFM PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY PS PERMANENT SEEDING 11. CONTRACTOR SHALL REMOVE TEMPORARY LEROSION MEASURES UPON SUBSTAN77AL STABILIZA77ON OF THE SITE. CONTRACTOR SHALL COORD /NA rE WITH THE OWNER AND ALBEMARLE 20 10 C 20 40 DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE COUNTY INSPEC77ONS PRIOR TO REMOVAL iOF THE EROSION CONTROL DEVICES. OF THE CONTRACTOR. MU MULCHING 12. CONTRACTOR IS RESPONSIBLE FOR PROV/DIING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LE V/NG THE SITE. THE CONTRACTOR SHALL GRAPHIC SCALE n, FEET BE RESPONSIBLE FOR TAKING WHATEVER MEEASURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAMAGES DUE TO SHEET N0. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR DUST. SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE NOT FOR CONSTRUCTION 11061261061 PER COUNTY COMMENT' C4.0 AND LOCATION OF THE WORK. 2 2 1 12 O1 R1 PER COUNTY COMMENTS Jan 05, 2007 — 12:48prn V: \,LandProlects \20050260 \dv+q \Site_R17.dwo VA,GINIA ELECTRIC AND POWER COMPANY MAINTENANCE EASEMENT � D,B3 52:5, PG, 472 �fl v o�' � o } 4n ta} z� EXISTING LIGHT A a ft /I r POLE TO REMAIN gy0.05 IBC f1 EXIS77NG LIGHT POLE Q i z IL 2 O P / TO BE REMOVED � Lu <" ■■ ■■- �■ - v1 'ice LIMITS 00 CON51RUC110N _ _ _ _ f ■ ■ ■ ■ - � ■ ■ L1Ml7S' -OF- CONS- MUC-TION J CII f I' i,1TT TIC y- - ° - ��` z / SIP AP - DROP 1 ; I� tD W N -j F :' �` oz -C O Q 0. __ .a..g, .._.... 508.2P TC , .,. % 505.3 f L I z rn o A 504.8 t FL o 509.45 TC 1 z O O z m N 508.95 FL 508.20 TO 507.7A FL ! "' N 00 00 ( X07. -70 FL j * u z N z 0 4 4 505.50 TC 1 � - N 00 � /r 508.65 TC 507.21 TC' _ 505.00 L 508.15 FL 507.20 TC 506.71 FL 504.94 TC 506.70 FL 504.44 FL P /( 506.35 TC 0 I il'c.� % 507.90 TC 505.85 FL 505.1 D TC % 509.J 505.68 TC __ / I \ 507.40 FL 506.16 TC 505.18 FL 504.60 FL \ 505.66 FL \ 504.9 044 Tc 507v67 T& 3L 505.96 TC 505.25 TC - ,/ 507.17 ELI' 505.46 FL 504.75 FL 507.67 TC 507.00 FL ' - - UNABLE TO < <' 506.17 FL �' � - n'.' (`DETERMINE 1 'DESTINATION l 1 504.54 TC 509,7 PT �' ^," 0 TC 5oQ 504.14 FL � �RANSFUI,ME I } 505.2 �� '" Q 1 504.95 TC 503.92 TC I Q 504.45 FL 502.80 TC 503.52 TC �[ 5; 04,69 BC- / 503.42 FL h 502.30 F 50302 FL �. 53.8, 0 2L4. 1..` 5041 02 1,710 DRIVE f ce 503.52 FL 503 70 TC THRU _' Z 503.20 FL AREA p \ J , 501 17 TC 0 .50 TC 1.65 TC A 511.29 LANDING �^ 502.00 FL 2 STY � � .- 500.70 P =LP ' 501.30, iP =HP 5 RICK BLDG. w p� / 500.67 FL 501.20 P =HP FL F. ELEV. 'A'=504,72 8 .15 ��, F � \ / 501.20 TC =LP 502.13 TC � w F.F, ELE4 1e'= 518.05 v o 501.70 TC =HP 500.70 FL =LP sp 501.63 FL u> 517.90 LANDING h o 501.20 FL =HP 50Y.86 TC B, 9 � z C p� 0 501.38 TC o 501.90 TC 5 ,1„ 6 L 501.82 TC 501.32 FL 500.88 FL 0 501.40 FL- .... � .. .,,_ - - ATM 502.00 TC -HP a �� NCO *CO 501.50 FL =HP 502.50 TC =LP f a W 50 .30 G 592.92 TC _ a ( o - 501.40TC 5002.60 TC LP °� J / 0 501. 8 P 501.98 P 507.98 501.98 P 501.90 FL O 1 % 501.98 P X501.40 TC 502.10 FL 1111P' �I r 500.90 FL I c i' a 501.8 500.75 TC =LP \/ 500.25 FL =LP SOS a9 z° I f� - 503.00 TC _ - 513.72 T- (: � ° TM f/ 503 50 TC TW >` 7 9 P. / L - 501.13 TO 502.50 Fk .q °` n o e q r 502.00 BW I` x rL W 312 P 500.63 W ( FF = 502.00 FF = 502.00 FF = 502.00 I R ! 503.4-7 TBC 11 ¢ `t A a I,� = j I] F Ih 501.98 P 502.65 TC �''cai /tONr 501.85 TC 502. 5,FL u' - ti Q 5- 01.50 G=L PROPOSED 501.35 FL 502.00 TC 14,765 SF BUILDING 501.50 9 FL w / (RETAIL - 10, 42 SF, / - 502.2 / \ 7 ) �5 5 _. RESTAURANT - 4,238 SF r< - - - � FF = 502.00 502.00 P= LP 502.15 500.00 BW � Z V 03 / 501.98 P FF = 502.00 < F 501.82 P VC, w -- - Jf' 07. 500.85 TC 502.60 TC 501.55 TC fl 501.98 P ;501.88 TO 500.35 FL ,' -- 506.97 TI � ' , I 501.98 P � ,' I :501.38 FL 501.60 T - f 501.98 P 450162 TC z d Lu f 501.98 P 501.98 501.62 TO Q 501.5 501.98 P 500.32 FL {� s z f/f - .-1500._ 2 L 501.5 -TC p 502.60 TC - - - - - - 501.82 P ®® ® ^ I R r,I --------- /95 , kg8 £� [ 4„ 501,82 P, 0 G=L 500 00 TC th y, 500.76 G 500.00 G 1 _ 6 500. 5 TC k '4y . } 4 8 ,. 502 - _ 4 IMP.. I€1 LIMITS OF CONSTRUCTION ,_ ____ - ♦,�, I „ F '` -. �I - "' a i _ L' -a LIMITS OF CONSTRUCTON ■ ■ ■! ®, r �� I --`_ - .. -,_ -., ; =; - - -- -, erg \ ° �� - �^- �.��'- '-•, -��� , -"� SEMINOLE TRAIL �I I e PROJECT N0. 20050260 10' PARAING cK U.S. RTC. 29 (N,E'I.L.) +I 11 (VARIABLE WIDTH R /W) 1 G.L. N0. 151-15-D4.7 FILE N0. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR GRADING NOTES: SOURCE OF TITLE:(TM# 61 -122) VIRGINIA UNIFORM CODING SYSTEM FOR EROSION Q1 THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY AND SEDIMENT CONTROL PRACTICES 1. TOTAL DISTURBED AREA DURING CONSTRUCTMON = 2.11 AC. L FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, 1970 AS * 2• ALL EROSION AND SEDIMENT CONTROL DEVIC�FS SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE V/ TH OF CHART TAKEN FROM THE VIRGINIA EROSION AND GINIA EROSION AND SEDIMENT ��� RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF CONTROL HANDBOOK. O �� ALBEMARLE COUNTY, VIRGINIA. SEDIMENT CONTROL HANDBOOK (JULY 1992) J. THE CONTRACTOR SHALL BE RESPONSIBLE FC7R MAINTAINING ALL EROSION CONTROL DEVICES FOR 77-1E DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCT70NING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, U RAINA A. ROSADO SOURCE OF TITLE: (TM# 61 -122A) CE TEMPORARY CONSTRUC7ON ENTRANCE AND AFTER EACH RAINFALL PRODUCING RUNCDFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. THE AREA SHOWN WAS ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORAIRY SEEDING, PERMANENT SEEDING AND MULCH. No. 038196 JOSEPH FROM SAMUEL J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SILT FENCE 5. ALL FILL IN BUILDING AREA TO COMPACTED 750 959 STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 909 STANDARD ROCTOR, PLACED IN 8" LOOSE 01/05/07 SEPTEMBER 8, 1999 AS RECORDED IN D.B. 1856, PG. 264 OF THE CIRCUIT SF LIFTS. ALL OTHER FILL MATERIAL TO BE COM1PAC7ED TO 909 STANDARD PROCTOR. COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. Ip INLET PROTEC77ON 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITA4BLE MATERIAL BEFORE PLACING AND COMPACTING FILL MATERIAL. t ,1 7. CONTRACTOR IS TO FURNISH THE NAME OF ]THEIR VIRGINIA CER77FIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAN) DISTURBANCE. srONAL THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE DD TEMPORARY DIVERSION DIKE 8. CONTRACTOR TO TEMPORARY SEED & MULCH( ALL TEMPORARY EROSION MEASURES FOLLOWING /NSTALLA770N. LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY 9. CONTRACTOR TO BE RESPONSIBLE FOR REROLU77NG ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCT70N TO MAIA TAIN PROPER DRAINAGE OF UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE DISTURBED AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY TS TEMPORARY SEEDING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR AMIY AND ALL ADDITIONAL E &S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCAT/ G E &S MEASURES AS DEEMED HURT ,rl` COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE NECESSARY BY ALBEMARLE COUNTY OR LATEST EDI770N OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ( 1 =---- PROFFITT PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY PS PERMANENT SEEDING 11. CONTRACTOR SHALL REMOVE TEMPORARY ERCOSION MEASURES UPON SUBSTAN77AL STABILIZA77ON OF THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE COUNTY INSPECTIONS PRIOR TO REMOVAL OF' THE EROSION CONTROL DEVICES. 20 10 0 20 40 OF THE CONTRACTOR. MU MULCHING 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND /OR NUISANCE AIRBORNE DUST FROM LEA V G THE Sl7E THE CONTRACTOR SHALL cRnaHic SCALE u per BE RESPONSIBLE FOR TAKING WHATEVER MEAISURES ARE NECESSARY TO CORRECT AND /OR COMPENSATE BORDERING PROPERTY OWNERS AND TN OWNER FOR ALL DAMAGES DUE TO SHEET NO. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR DUST, SHALL CALL MISS UTILITY AT 1 -800- 552 -7001 AND ADVISE THE NATURE NOT FOR CONSTRUCTION 1 1106126106, PER COUNTY COMMENTS C4.1 AND LOCATION OF THE WORK. 2 1 2 1121011061 PER COUNTY COMMENTS Jan 05, 2007 - 12: 49pm V: \.LandProiects \20050260 \dwq \Site_417 -dwq SURFACE COURSE TYP. PER PLAN 5" 12" (TYP.) SLOPE: 1 4 ":12 #6x6 "x6" WF 6x6 W2.9 x W2.9 2 MIN. BASE STONE: 6" VDOT #21A SURFACE COURSE: 5" CLASS 3000 psi CONCRETE SIDEWALK TO BE POURED MONOLITHICALLY WITH A WOOD FLOAT FINISH. CONSTRUCTION JOINTS @ 6' INTERVALS, EXPANSION JOINTS @ 30' INTERVALS FILLED W/ PRE - MOLDED % JOINT FILLER. SURFACE COURSE -BASE COURSE 0,06 o [ Oo Oo Oo° o ° O° 08 g 00 ego ° o og 00 STONE BASE �° ° °e o - I IT 1 1 1 1 1-1 1 1-1 ` 1 I 1 I I I I 1 1- COMPACTED SUBGRADE SURFACE COURSE: 2" V.D.O.T. TYPE SM -9.5D TACK COAT: CRS -1 @ 0.05 GALLONS PER SQ. YD, BASE COURSE: 4" V.D.O.T. TYPE BM -25.0 STONE BASE: 6" V.D.O.T. TYPE 1, SIZE 21B NOTE: APPLICATION OF TACK AT JOINTS, ADJACENT TO CURBS, GUTTERS OR OTHER APPURTENANCES SHALL BE APPLIED BY HAND WAND AT THE RATE OF 0.2 GAL. /SQ.YD. NOTE: ACTUAL PAVING SECTIONS TO BE BASED ON CBR RESULTS. HEAVY DUTY PAVEMENT SECTION N.T.S SURFACE COURSE -PRIME COAT STONE BASE SURFACE COURSE: 1.5" V.D.O.T. TYPE SM -9.5A PRIME COAT: CRS -1 0 0.05 GALLONS PER SQ. YD. BASE STONE: 8" V.D.O.T. TYPE 1, SIZE 21B NOTE: APPLICATION OF TACK AT JOINTS, ADJACENT TO CURBS, GUTTERS OR OTHER APPURTENANCES SHALL BE APPLIED BY HAND WAND AT THE RATE OF 0.2 GAL. /SQ.YD. NOTE: ACTUAL PAVING SECTIONS TO BE BASED ON CBR RESULTS. STANDARD DUTY PAVING SECTION N.T.S 6 6 6 6 v � pOO�v 6 61:12 1 6 6 6 6 v AFR A� qN CONTRACTOR SHALL PROVIDE SMOOTH \\ TRANSITION BETWEEN EXISTING GUTTER AND PROPOSED RAMP. CONTRACTOR SHALL SAWCUT THE CURB AND LEAVE EXISTING GUTTER REMAINING. �6 SIDEWALK /CURB RAMP TYPE N.T.S. CR 3 SIDEWALK/CURB RAMP TYPE 3 .T.S. CR 1 ABOVE GROUND HANDICAP PARKING �- SIGN ACCESSIBLE ROUTE SIDEWAL N.T.S. CR HANDICAP RAMP DETAIL 2 6 ( N2m. 1. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12. 1. 2. CROSS RAMP SHALL BE STAMPED WITH A MINIMUM OF 2'X3' WARNING PAD OF TRUNCATED DOME PATTERN MEETING THE CURRENT AMERICAN WITH DISABIL177ES ACT ACCESSIBILITY GUIDELINES (ADAAG) 70 DEFINE 7HE BOUNDARY BETWEEN THE SIDEWALK AND 7HE STREET. THE CROSS AND RAMP SURFACES SHALL BE TREATED W1774 L17740CROME A28 -77LE RED COLOR HARDENER AND RELEASE AGENT TO PRODUCE A 709 CONTRAST WITH SURROUNDING CONCRETE SURFACES. CONTRACTOR TO SUBMIT PIGMENT MANUFACTURER'S COLOR CHART, CHIP SAMPLE, AND IMPRINT TEMPLATE FOR APPROVAL. 774E SURFACE FINISH OF SIDE RAMPS SHALL MATCH ADJACENT SIDEWALK. J. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS e z/ Ld 0- a- <0 O UZLU Ow/ QZ NYC) 0-74 QZ C) QQO_ }Q =D'U) z< V a0- H O 2' F < 8' TYP. OR 8' MIN. OR AS 5' 8' IF VAN REQUIRED BY LOCAL ACCESSIBLE CODE SINGLE SPACE HANDICAP PARKING DETAIL N.T.S. NOTES: 1. TWO ADJACENT HANDICAP SPACES MAY SHARE THE SAME PARKING ACCESS ISLE. 2. HANDICAP PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2% IN ANY DIRECTION. 3. 1 OUT OF EVERY 8 HANDICAP SPACES, BUT NOT LESS THAN 1, SHALL BE VAN ACCESSIBLE AND SHALL HAVE PROPER SIGNAGE NOTING "VAN ACCESSIBLE ". 4. HANDICAP AND VAN ACCESSIBLE PARKING SPACES SHALL HAVE PROPER SIGNAGE AS PER LOCAL CODE AND A.D.A. REQUIREMENTS. 5. HANDICAP SPACES SHALL COMPLY WITH LOCAL CODES AND A.D.A. REQUIREMENTS. 1. ALL SIGNS SHOWN SHALL CONFORM TO THE A.D.A. SPECIFICATIONS. _ 2. ALL SIGNS SHOWN SHALL - BE REFLECTORIZED TO SHOW THE SAME COLOR BY NIGHT AS BY DAY. 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON 4. INSTALL QUANTITY AND AT LOCATIONS REQUIRED Z BY CODE AND /OR AS INDICATED ON DRAWINGS. CONFIRM ALLROWICAP o SIGNAGE CODES. I v y \ 6 3/4" (0.56') M d. 2.0' COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE (AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS W9TH 2" RADII SHALL BE REQUIRED. MOD. REVERSED 24" CURB AND GUTTER N.T.S 6� 1 2" RADIUS F° 1 2 ":1' SLOPE -� 12' < OOO�Q�O fi AGGR. BASE, pooOo�p TYPE I, NO. 21 �o OR21A 24„ 24" COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "A3" CONCRETE (AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1/4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. 24" CONC. CURB & GUTTER 1 1/2" O.D. HOT DIPPED GALVANIZED TUBULAR STEEL HANDRAIL INSTALLED PER MFG. SPECIFICATIONS ALONG EACH SIDE OF STAIRS VE POST A MIN. OF INTO GROUND HANDICAP PARKING SIGN N.T.S. 5' -0" o_ I N PIPES u 11 " 1 /2„ a J 1/2"R 1 7„ ° a #4 REBA' ~ (TYP) m 1/2" EXPANSION JOINT TYP CONC. SIDEWALK PER DETAIL THIS SHEET #4 REBAR DOWEL (SEE NOTE #2) GRADE BEAM (TYP) (SEE NOTE #2) SLEEVE • } II (TYP) a I - _ a 12' - I I®I 1 #4 REBAR a1II 18 "O.C.E.W. I °`- I I NOTE: l,Ij!IljjI' I 6 1. ALL CONCRETE IS TO BE CLASS A3 IF CAST 1111, 11I11{�I, IN PLACE OR 4000 psi IF PRECAST. #4 REBAR� �� �111r w -'I 1,'1� °'I'�� 2. EITHER GRADE BEAM OR DOWELS TO BE DOWEL PROVIDED. (SEE NOTE #2)'I Q -I 3. 6" COMPACTED AGGREGATE BASE,VDOT #21A, ON COMPACTED SUBGRADE GRADE BEAM (TYP) (SEE NOTE 2) N.T.S. NOT FOR CONSTRUCTION Ai 1 7 1061261061 PER COLIN Jan 05. 2007 - 12:50Dm V: \I- andProiects TS o \DFTAII_. 0 z E Q CL CL � U' z W Lu �w ^'C' Q' �JzQX z 0 zz 0 w d°> o rn N 3 0 z =�PIIO ,kW � O = N 00 00 az cvz011IY uT�Omm 174 J 00 1t IT 9 Z I.b I- z ao On Lu O ce G L61 W W C = m LL V W z - W !S J ath ..r W O� = O Va a= V PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR RAINA A. ROSADO No. 038196 01/05/07 HURT ,. PROFFITT SHEET NO. C 5.0 0.125 ALUMINUM PANEL BOLTED TO 2" SQUARE TUBE. PARKING BY - DISABLED PERMIT ONLY I NOTE: PROVIDE ADDITIONAL MAXIMUM VAN ACCESSIBLE" SIGNAGE PENALTY AT LOCATIONS REQUIRED BY TOWSAWAY CODE AND /OR AS INDICATED ZONE ON DRAWINGS. ED�VAN ACCESSIBLE 11-011 2" ALUMINUM SQUARE TUBE LID I VE POST A MIN. OF INTO GROUND HANDICAP PARKING SIGN N.T.S. 5' -0" o_ I N PIPES u 11 " 1 /2„ a J 1/2"R 1 7„ ° a #4 REBA' ~ (TYP) m 1/2" EXPANSION JOINT TYP CONC. SIDEWALK PER DETAIL THIS SHEET #4 REBAR DOWEL (SEE NOTE #2) GRADE BEAM (TYP) (SEE NOTE #2) SLEEVE • } II (TYP) a I - _ a 12' - I I®I 1 #4 REBAR a1II 18 "O.C.E.W. I °`- I I NOTE: l,Ij!IljjI' I 6 1. ALL CONCRETE IS TO BE CLASS A3 IF CAST 1111, 11I11{�I, IN PLACE OR 4000 psi IF PRECAST. #4 REBAR� �� �111r w -'I 1,'1� °'I'�� 2. EITHER GRADE BEAM OR DOWELS TO BE DOWEL PROVIDED. (SEE NOTE #2)'I Q -I 3. 6" COMPACTED AGGREGATE BASE,VDOT #21A, ON COMPACTED SUBGRADE GRADE BEAM (TYP) (SEE NOTE 2) N.T.S. NOT FOR CONSTRUCTION Ai 1 7 1061261061 PER COLIN Jan 05. 2007 - 12:50Dm V: \I- andProiects TS o \DFTAII_. 0 z E Q CL CL � U' z W Lu �w ^'C' Q' �JzQX z 0 zz 0 w d°> o rn N 3 0 z =�PIIO ,kW � O = N 00 00 az cvz011IY uT�Omm 174 J 00 1t IT 9 Z I.b I- z ao On Lu O ce G L61 W W C = m LL V W z - W !S J ath ..r W O� = O Va a= V PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR RAINA A. ROSADO No. 038196 01/05/07 HURT ,. PROFFITT SHEET NO. 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C i >•- -t--fp a L- t Now SNNRNG (BY OTHERS) (RY OTWRS) PREC� BOX WLL I Casa 1PIS11) (Mir PPE Liami"N VARES) -- S E CUSANCTUT N..... 1V CCkR TREE y INBNE� LAS 7[IP BAVT (HOT It"Aw Fm G ) I+W,."LE HOSING W \\ /OJOS top SLAB AND GUTTER memmbmw JWIO OW) m (Br QirAITR)sy (1) U3 F « h t U 8 "-O' 1. yR DOWEL BAR!I a/2`pG. I 10 x R 70-0' �s4 -'-- -^ •.••. t Now SNNRNG (BY OTHERS) (RY OTWRS) PREC� BOX WLL I Casa 1PIS11) (Mir PPE Liami"N VARES) %gas IB) CUSANCTUT Vas CCkR TREE y INBNE� LAS 7[IP BAVT (HOT It"Aw Fm G ) I+W,."LE HOSING W \\ /OJOS top SLAB AND GUTTER memmbmw JWIO OW) m (Br QirAITR)sy (1) U3 Siam 9 % 9 8 "-O' 1. yR DOWEL BAR!I a/2`pG. y 10 x R 70-0' FILTER PROVIDM -'-- -^ •.••. BY AMEMMT : MULCH PRCADED Iry AHETa= S=ON ttTIDERDIWH a'rsTEM (¢ Br AMBMCAST A- I IOTr- HYDRAHT MUST PC elitt:i.PY GVhFIDIAN (9-41A) I rT I'm "N MIARLOTitS- Mnai IS k A^ MsF !£R IM MA A «]1 Air nuflotams 14 Oft �PR1KD E'1dAL( .An'e, \.,THE AJn".a sTANDAPP. LENOTH 6r' PRAN VARIES W PIN m, s r CU. T, a° art t p IR1A 'a r1 357atN € � � h 9' GAif yS , � VALVE 9W, P.5L C00rRE1F, UASE Am T.Vni •t A::, inO AGAW51 Uf1OI5RARtFD 5SASNE SEk•• slcel TILE 7 A' I6M6A00 PDOS TO 'AM H 1N n n'J. 'M E'1 & E 5G4 5 M$iW L. 4 i 39AIN IY R Wa .NMRIi. Au rt 44 A HMtn HE ku f tJMt APT" 5 4 +ATEtF A tµ,. AN tLfdi AGUE :iiAAl ST Q+A. AH VALVE to a _] 4' N 1611 A'�K THE H1Tm.NT YATH 2 / 5111 ASPHNt cAMtED mica F.i, IF N Rd ADR1. A TV 6'pJPoNG tXtICR et NECESSART A S A T€EA eE I :iHJ,rl. aE S,omO AS Atfx'IpNN SWPDR7 N ,TV ; Y. lla1Pr i T Y 5 Gilt h WEEP HOLf'A a1M .JSAVFl AHO bECI tWEt eY DJWCJILTC. 2, MANiTAIW A DI MIN.. CFfVENi INaM 7Hf' W.IH 76 THE F7M N11.RAm1 ( Irt3111M G AVE 1H ) 3. ENVtr6p W1AO£ 4RA .I M I. SLDAE AWAY FRSM THE ft4 YpRAWT AAaF ka1£ PiJX l Ole ERIE VALW, 6 A.Nnw£n aR SHaaLq,LR mR KJAIND 116 NxTCH, IT 15 NOT AtLDAEP IN TAR: pltt++. 3. T' r'l' h dSi11Ct pAIDOW Y. ere Ipw4wAAad at lACnN rre 1 xr goamm 1c N hA*x 4T0 bl,1n the Prx.ra.oinp 8naa¢dlAtex ¢Anva L4q¢. JS ,gry aed co Ne Am Rnt Ara Aa. 4L,e , 0 haAea ¢kux11 {w Rm¢rx^d m 1 r4R trye rmN ¢LaAx Me. PmyglQ dq. TYP AL FIR7 HYDRANT ASS"?BLY DETAIL tall I ., - E£f4xetVe A¢nlar 1B 29Vv Hit- '-,i FO• t7 r' I ~b, / I s .0 .' Pry ii m N F `3 t: TYPi('At. MANHOLE FRAMF_IT 1•OC :AAv¢ Aww¢e 18: 2dp5 IA: 5'. b.4t M-4 0E516fYr'I" L I w 47Y R SITE PI a % 4 9"-10' 4' -0' (1) 303 4P 'gpR -,yS PUO a x 4 9'••41' 4' -0' (1) U3 4" 'SON -.Da Rise 9 % 9 8 "-O' tr -0' IT) 4x4 4" SOR -35 P1'C 10 x R 70-0' g'-.p• (t) 4x4 4" SDR -35 PVC 17 x a 12 -D" W-W (2) 4,14 0` SbH -35 P'rC DIAL: 12 -22 -04 ;Ara: vrw -2 PRECAST FILTERRAS UNIT fpp NARROW WIDTH CONFIGURATION WI MMATL ANnO RAOION Ati I?EMAIN. u a0 F'Ab MInarrti Standard Plan Not A. Each Wi stedl he umstmcrmd . si. the lOcino s mid )nmimm a toorduST to HIN; sires s 1tMnt wn sue mat tNrw4. • mnSt3Nw7Ams ID 9r nkvNdicN m BOCnhNnn alai l LM'Fn IR14 Alt} Is, . as dH diWatlmb ctmd n }I}rovai by des Ltrpinuot. B. 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Ro[ u A UnA see l will ra O A in a w'at4ltlgla stint )n aR uamaA•'a'A vixtull.UNCr1 * "PFlltaraa Uml stall tadaar tM ASThi speciscnPica C"I ,g.ndud Tihcsce flaw ltutallakm oftlmdaground ITacam ghibt}' t ells. I directed ' a�sHetAVisxm,a,Kra daaml P. curb and gars come Rim dtvlwo pac ant) Abu assure then du Row -linen of DIE Tilt", ails is at 9 gmontr mldvancn pan f1W DM,! -lira of the bypass, Hrvunge as 'tabu o'wN a4 Eel n ' r :'ot Tai, yd 111 xImIR m .AMY I Harr M rl lidd x Han wse 1 jusec attain w idn l t r 4 i � >a S Tnlaa mld'or dwraga ra Nlt FilWma enritamma,il Rlsrita. \i.P,rrthtilamN'unitcns't kneavo edemwt4 tnoomm 1e. small mivivai N9he IEhvigq s)•stem dudng pica" of thoYwetNter.'rhis nlrO•L>?ac4ia ed sumg11Plant flsw'm Nnrnph suatrm g]ete. ALL 1- ' -.•.{ NOT TA R".' UAfl;RikA r >Alti! ✓ ;LARGIEfC THAN tt rk glEtN > ),J4AN'c)HO mc1voi:.TED S�Ri3 pip, 81 VAN. pal A#a17;4 #9I) 5 - NEC6kA(N,I;.AI, TAL4PEf( i J Nt \ hA NfCHI{.i(l 6, max t4LItE.: T i t 1 .h 1 kw t Eta .x a t �e �2�A,lT T Hid C&£ A f 'frl:TfR�£ .?4TErdFr ti Ji 2 A O) t f1A.J i3OP d. £)uF?%E IfFG`t+" pop Isoc Elm 'IA OF ng TRGNra4 iliAlf A'h !xPAAm,:p rx? xF A 3k;a3 A Ptr3 4 „L STONE$ Rt�MO -b 01% A 4A £tka:£aWS Q ;1. £9R•i^:TNE Rz`i, . t5 tim!C 1UNIGREP F*9C 'SOALL 9C WS?NV_0 IXi A INTINWOM.'6 ". BEOfIN, or f0l 0i sSDNC ' TYPICAL 'i;EWER »''NJ INS I*A!,,L rv'i'JON IN iTRENTCH N •'C (^�t� .AeaveOan f 11141 I r a A. Acnvatlrm of Nm FilteGma'wit a p"Fatimed ONLY by the Supplier. Pwdmw is TeW maiNm An filtenn4 "udm faMav^4m and wIsnarmR clmat cut Lust. This pNAKrss Amm(4 vmtmxau< until the Inmot wit' E$ tally sNlNlviod AM Chanted 0611 n 't - an' flu 't And sum mcl ton Ned n 'Ole l M N i I ludteei At, grw'$ P m r& tTtnR 4d , �AUn4, n ca naicxiols danlwrEoa' ' ate Ni lma imm. Cxrc ' be WITn d of ooNaR+I m TIM 1 id vdwi4 t I 'll IV dLR L {lIC -IXdNY4 tllr/N1. ti. }lllleF. 1n aar dlm rnttShTN' attmW mg 4R1JI � 9,1 " B. Act vasoninrluAks iTate9kauunalTttam,Al aid nalloh layers As nra,wsray. mawltaeff A. E'uch rcat,xily ireciallied FHtmmIN alit is on be mdgbaHud RN)' dr Snroln, w a iss To ber 3KIwk'ed Vic Elwa of a catch Filnirvit wi of 1 yme.. The IX,ia oi4his a mee[A is w he iiplmlei in NTH �m of cvh Fslm]aB' wit. Exslmdad N�[tt'aarmc mmfawis me' mmdaNm el ¢%im Vats xx4. arytw rcq l n B. Arufun[ ltaiteiN¢ANCa eaxlGsis of n m an of _ e3+adldx1 visits. 7ha sin4s aTJ Hamm ( ) vt 'to ¢ u t nfl Tine Inv* indl srhedWxd emaunall the j,h Ad as M lmnm n E Y. � alp %1iNN I aarL9 Mdk511i4.'L'LY'fdi AlAii ne tiair9t ttr Imnat' L'YEefISICZ LeaFIIt4M. u ry C, mnimetance vlNtcaulsa Mihm fdl mxt tasks. EaF9 NW I. FDtekriAtrut MTC,*m 2 FJraam dcis, oat tmdch kAnish=md filter melba vyis ustim and Teclar g as Ha VoMat 3 9 Y A. iRaa b:Adth ekaluenanmd)aTRIn¢err mc)+1aamprti asnaxasary 5. R aarmnertl 1. 'mAivh � 4 e. )8sptndl u1`ar rw&up a lrema ". N1ailmumncA rmca'dstt}riatad and sttvcd (te}*:sNNavalat9c np+m tagUCSi) 1. 11 it a of i 'n nH i w e 'tua die ' - R I u .mfr mat I due m I W on rra n s nT. ed 111 eOdd glDeri B W m'Been shed. be detNtiuned �dla: vnt the tam A.q is NvmRRI, e rpl 1r rIPMy notify Ste Snigolin <` 6Tranv dmnupe+ k., s�e pl*MN}, w�M'c(t vinssi ) air Inaloand Pan ❑rtha Iimeantim) E.awlasy. , .,. e... %,aw.Ullrama.m. ,ca Eft EVSi42A, P"9 Aid £)Csbbsvt $'x£u w;TH 2 wAn Ott OiLmossitio INS few, t NT rok lrPpa'.F wm HA- fir:. zi tr''ieFDNAS fiR�OOPdC +tC T>T 4Y.A5± - "B" ...I ' 4 81C'fot)!d ND"E• (,rdtAF' S�HQFa( fA4 Cio. c� kV^.+iOA : Tf7 FA C A CC€„q 91M3A.�SreS��,ms'" X'x.':2JnXh'...�ls:t T I rPEIK.,.'I eK., _W45 � 45 at T.S, 670, W^3A FINISH GRADE 24" SQUA CLASS A A RE-- CONC. PAD 15# BUILDERS FELT - SET HEIGHT AS REQUIRED 45' BEND 45' br-UHL/i4J VILVVb Ut' i-ILILKKA IN t'LUML At'NLIL:AIIUNb SEE BELOW FOR DETAILS NOT SHOWN CAST -IN -PLACE CURB AND PRECAST TOP SLAB GUTTER ON EITHER SIDE OF FILTERRA (BY CONTRACTOR) A l tl e e \ -- d ' 411 A 4' MIN / 6" MAX 4.4 _ CLEAR THROAT a' ... OPENING CAST -iN -PLACE DEPRESSED A q ° GUTTER AT THROAT OPENING (BY CONTRACTOR) TRANSITION TO DEPRESSED �/ I THROAT PROTECTION DEVICE GUTTER AT THROAT OPENING tL DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS #4 DOWEL BARS 0 12' O.C. BY AMERICAST Il STABILIZED AND FILTERRA TO BE BENT AS NECESSARY BY CONTRACTOR IS ACTIVATED I TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL - IMPORTANiT FILTERRA FLOWUNE MUST SECTION VIEW BE AT A HIGHER ELEVATION FILTERRA THROAT OPENING THAN BYPASS R OTT (DROP INLET OR OTHER) AVAILABLE IN TTF FILE FORMAT. e DATE: 02-23-05 DWG: CGT -3 IND N Z Q g a � A a 9 lIJ I- o w H rH Q O C w LL d' J Z z mamma Z N O a w <I'- 1L U6 d O > \D \D n z t9 allo L7 Z��tN0 Lou ou O 0 2 �' '\t -t d U N OR OR Z a_ t oLn mm N00It �* FILTERRAO THROAT OPENING AND GUTTER OR FLUME DETAIL, us PAT 0,2n,2 ?4 Q AMID 8,688,321 a� O Z O I IEEfi COMPACTED EARTH O 32" MIN. FOR 8" ���������� V ' PIPE OR SMALLER � 12 r, D 12" a 48" MIN. FOR 10" mi PIPE AND ABOVE NONE@ O 12 j COMPACTED BACKFILL 2 O LMAJ D/4 BUT NOT COMPACTED VDOT #10 OR W W LESS THAN _ AGGREGATE BEDDING li J H N 4" 26 # f 57 MAY BE USED IN HIGH FF # 0 . U. D 2 w ALL PIPE TRENCHES TO WATER TABLE AREAS / BE EXCAVATED NDISTURBED S01 TED TO 12" L BEYOND PIPE ON V EACH SIDE OF PIPE. z J it` WATER a F- LINE E TR H .. r TRENCH. C N.T.S. 0 Z W .- HEAVY DUTY HS 20 RATED FRAME C.I. MH 1-24" 1•D. AND COVER W/24" CLEAR OPENING FRAME & COVER Samoa ADJ. th RINGS th MINES W CONE 0_ c „H„ mas 48 "I. D. RISER + FLAT TOP BASE SE SECTION SECTION SHALLOW BASE 16° SEC 110N i PROJECT NO. 20050260 CLEANOUT ADAPTER & THREADED PLUG -. G.L. NO. 151.15 -D4.7 FILE NO. G-11410 2" MAX. CLEARANCE 1 SEE NOTE #1 DATE: 06/26/06 H2O LOAD RATED IN PA AREAS. BRASS CLEANOUT 8„ D // -1 T DRAWN BY: MJD /KLS MEET StN"ING `,, CHECKED BY: RAR ,♦ I A (BY OTHERS) A § i t 5/8" ANCHOR BOLTS IF COVER 4 SEMS -35 m OPUPUNC CAST INTO PRECAST Sou 8° wALI- w emmiaASr (o" 2. PIPE L.OMM4 Imam) i 3. -GURU (9Y OTHERS) ,.. e i ✓' fJed.�oLli 4. 'TILL FRAME & WeAlt _ STEEL CAST Ito Top sLAB L AS SUPINUM arman �^ N ("NOT S �E floes GHOO TOP `� CURU .AND aim 48" DEEP. COMPACTED VDOT IWMRLOMW 6 (BY OTHERS) ` 5. MANHOLE SECTIONS - ASTM C478 W/ 0 -RING GASKET JOINTS - ASTM JOINT (7YP) r a7RM NO. 26 STONE 6. PATCH INSIDE AND OUTSIDE JOINTS WITH NON- SHRINK GROUT. TO INVERT OF CLEANOUT 4. : 010811 DAM 7, WATERPROOF OUTSIDE OF SANITARY MANHOLES WITH BITUMASTIC APPLICATION. y P T2' D.C. EPDXY COAT INSIDE OF SANITARY MANHOLES 100 %. MW.CH PROrT}EG BY AMDR#CAST m VNOFTMRAIN SY'S" S. STRUCTURAL DESIGN FOR BASE WALL AND TOP SLAB THICKNESS AND "ETTR MEDIA RROADEO W AMERIDAN - Ent AWIWAST S$ECTIONyA-A #,'90N+4nON L W Qn k SIZE I PIPE a %.9 A ^-0" 6 °-a• (1) 3�1 a` SoR-35 P!C SUSTAINING Nv1,1ND AVAIIApLE AN TIF FILE faf MO HS 20 LOADING. MANUFACTURER TO SUBMIT APPROPRIATE STRUCTURAL DESIGN lute 12 -22 -04 JIM FTSE -2 PRECAST IILTERRAS UNIT INFORMATION AND CERTIFICATION W. FOR REVIEW. 0 E E STANDARD CONFiOUAATION asa.nTAARna Ri010N Ire W &sTr,zrA NsW alt mvi (^�t� .AeaveOan f 11141 I r a A. Acnvatlrm of Nm FilteGma'wit a p"Fatimed ONLY by the Supplier. 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PAD 15# BUILDERS FELT - SET HEIGHT AS REQUIRED 45' BEND 45' br-UHL/i4J VILVVb Ut' i-ILILKKA IN t'LUML At'NLIL:AIIUNb SEE BELOW FOR DETAILS NOT SHOWN CAST -IN -PLACE CURB AND PRECAST TOP SLAB GUTTER ON EITHER SIDE OF FILTERRA (BY CONTRACTOR) A l tl e e \ -- d ' 411 A 4' MIN / 6" MAX 4.4 _ CLEAR THROAT a' ... OPENING CAST -iN -PLACE DEPRESSED A q ° GUTTER AT THROAT OPENING (BY CONTRACTOR) TRANSITION TO DEPRESSED �/ I THROAT PROTECTION DEVICE GUTTER AT THROAT OPENING tL DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS #4 DOWEL BARS 0 12' O.C. BY AMERICAST Il STABILIZED AND FILTERRA TO BE BENT AS NECESSARY BY CONTRACTOR IS ACTIVATED I TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL - IMPORTANiT FILTERRA FLOWUNE MUST SECTION VIEW BE AT A HIGHER ELEVATION FILTERRA THROAT OPENING THAN BYPASS R OTT (DROP INLET OR OTHER) AVAILABLE IN TTF FILE FORMAT. e DATE: 02-23-05 DWG: CGT -3 IND N Z Q g a � A a 9 lIJ I- o w H rH Q O C w LL d' J Z z mamma Z N O a w <I'- 1L U6 d O > \D \D n z t9 allo L7 Z��tN0 Lou ou O 0 2 �' '\t -t d U N OR OR Z a_ t oLn mm N00It �* FILTERRAO THROAT OPENING AND GUTTER OR FLUME DETAIL, us PAT 0,2n,2 ?4 Q AMID 8,688,321 a� O Z O I IEEfi COMPACTED EARTH O 32" MIN. FOR 8" ���������� V ' PIPE OR SMALLER � 12 r, D 12" a 48" MIN. FOR 10" mi PIPE AND ABOVE NONE@ O 12 j COMPACTED BACKFILL 2 O LMAJ D/4 BUT NOT COMPACTED VDOT #10 OR W W LESS THAN _ AGGREGATE BEDDING li J H N 4" 26 # f 57 MAY BE USED IN HIGH FF # 0 . U. D 2 w ALL PIPE TRENCHES TO WATER TABLE AREAS / BE EXCAVATED NDISTURBED S01 TED TO 12" L BEYOND PIPE ON V EACH SIDE OF PIPE. z J it` WATER a F- LINE E TR H .. r TRENCH. C N.T.S. 0 Z W .- HEAVY DUTY HS 20 RATED FRAME C.I. MH 1-24" 1•D. AND COVER W/24" CLEAR OPENING FRAME & COVER Samoa ADJ. th RINGS th MINES W CONE 0_ c „H„ mas 48 "I. D. RISER + FLAT TOP BASE SE SECTION SECTION SHALLOW BASE 16° SEC 110N i PROJECT NO. 20050260 CLEANOUT ADAPTER & THREADED PLUG -. G.L. NO. 151.15 -D4.7 FILE NO. G-11410 2" MAX. CLEARANCE 1 SEE NOTE #1 DATE: 06/26/06 H2O LOAD RATED IN PA AREAS. BRASS CLEANOUT 8„ D // -1 T DRAWN BY: MJD /KLS STANDARD ZEXTENDED BASE AVAILABLE IF REQUIRED CHECKED BY: RAR IN LAWNS AND SIDEWALK t -24" 9. CONNECT PIPES USING FLEXIBLE JOINTS. 10. SHAPE MANHOLE BOTTOM PER VDOT DETAIL IS -1. ELEVATION 11, DROP MANHOLE REQUIRED FOR DROPS LARGER THAN 2' IN HEIGHT. CLEANOUT PRECAST 48" STORM & SANITARY MANHOLE N.T.S. N.T.S. RAINA A. ROSADO No. 038196 01/05/07 HURT�IE�I t , - PROFFITT SHEET NO. NOT FOR CONSTRUCTION C6.0 1 1 1061261067 PER COUNTY COMMENTS Jan 05. 7007 - 17:5CDm V: \LorldProiects \20056260 \dwa \DETAII.dv,a NOTES: ° 1, INVERT TO BOTTOM OF BASE = 1.00' NORMALLY, GREATER FOR LARGE PIPE OR 5/8" ANCHOR BOLTS IF COVER STEEP SLOPES. 8° IS IN ROAD SHOULDER 2. BASE SECTION HEIGHTS - MULTIPLES OF 6 ". FLASHING 3. RISER HEIGHTS - MULTIPLES OF 16 ". 4. STEPS- STEP SHALL HAVE CONTINUOUS ALIGNMENT BETWEEN SECTIONS. STEEL STEPS WITH PLASTIC COATING. MA INDUSTRIES PC -1 -PF COPOLYMER, POLYPROPYLENE ENCAPSULATED STEEL.OMIT FOR MANHOLES LESS THAN 48" DEEP. COMPACTED VDOT 5. MANHOLE SECTIONS - ASTM C478 W/ 0 -RING GASKET JOINTS - ASTM C443. NO. 26 STONE 6. PATCH INSIDE AND OUTSIDE JOINTS WITH NON- SHRINK GROUT. TO INVERT OF CLEANOUT 7, WATERPROOF OUTSIDE OF SANITARY MANHOLES WITH BITUMASTIC APPLICATION. EPDXY COAT INSIDE OF SANITARY MANHOLES 100 %. S. STRUCTURAL DESIGN FOR BASE WALL AND TOP SLAB THICKNESS AND REINFORCING SHALL BE IN ACCORDANCE WITH ASTM C890 CAPABLE OF SUSTAINING HS 20 LOADING. MANUFACTURER TO SUBMIT APPROPRIATE STRUCTURAL DESIGN INFORMATION AND CERTIFICATION W. FOR REVIEW. 0 E E -24" 9. CONNECT PIPES USING FLEXIBLE JOINTS. 10. SHAPE MANHOLE BOTTOM PER VDOT DETAIL IS -1. ELEVATION 11, DROP MANHOLE REQUIRED FOR DROPS LARGER THAN 2' IN HEIGHT. CLEANOUT PRECAST 48" STORM & SANITARY MANHOLE N.T.S. N.T.S. RAINA A. ROSADO No. 038196 01/05/07 HURT�IE�I t , - PROFFITT SHEET NO. NOT FOR CONSTRUCTION C6.0 1 1 1061261067 PER COUNTY COMMENTS Jan 05. 7007 - 17:5CDm V: \LorldProiects \20056260 \dwa \DETAII.dv,a EROSION AND SEDIMENT CONTROL) STORM WATER MANAGEMENT NARRATIVE STABILIZATION IS ACHIEVED. removal rate based on 67- 100% impervious coverage of the site is 659: Technological based filters with given pollutant removal ES -6: DURING pEWAIERING OPERATIONS, WATER WILL BE PUMPED INTO VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD &1 PROJECT DESCRIPTION: ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL EROSION AND SEDIMENT CONTROL. MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED This project will consist of the construction of a 15,180 square foot retail and restaurant building, as well as parking q g1 P 9 AREAS WITHIN 7 PAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE improvements to the Wachovia building site. Currently on site, in addition to the Wachovia, there is on existing gas station, SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO which will be removed. Construction is scheduled to take three phases: first, the addition of 20 parking spaces for Wachovia bank DENUDED AREAS 11-iAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT patrons, then the Wachovia parking lot, and finally the building of the new structure and associated site improvements. The (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE Wochovia parking lot will receive on overlay of asphalt to match proposed pavement" Additional landscaping will be added to bring APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. the existing site into compliance with the current landscape ordinance. A total of 4.57 acres will be disturbed during this project. WINTER - 40 LBS. ANNUAL RYE /40 LBS. CEREALE RYE (PER ACRE) Unless otherwise indicated, o// erosion and sediment control practices shall be constructed and maintained according to minimum No offsite areas are expected to be disturbed for this project with the exception of the entrance work onto adjoining roads. ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage LIME - 2 TONS /ACRE EROSION AND SEDIMENT CONTROL PRACTICES WILL BE ADJACENT PROPERTY- 3.07 Inlet Protection (IP) - Storm drain inlet protection shall be placed at the inlet of all storm culverts and drop inlets to filter CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM sediment -laden runoff. Culvert inlet protection shall be placed as shown on the plans and according to the detail included in the a•" STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE The property to the east of the site is a parking lot, but is scheduled to become a Logan Roadhouse Restaurant. The property to p p y p 9 9 P P y limits of construction and erosion control methods are clearly understood by both parties. AND VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND the south of the site Is a parking lot for the Seminole Trail Fashion Mall. The site is bound by Seminole Trail (Route 29) to the 2 LBS. RED CLOVER VIRGINIA REGULATIONS 4VAC50 -30 EROSION AND SEDIMENT west and Rio Road (Route 631) to the north. The site is directly adjacent to the Rio Road and Seminole Trail intersection. shopping center by the contractor to control sediment -loden runoff. CONTROL REGULATIONS. There is to be no tracking of mud or dirt by construction equipment onto any paved drives or roads. ES -2: THE UNIVERSITY AUTHORITY MUST BE NOTIFIED ONE WEEK OFFSITE AREAS: days and construction is not complete in this area. PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR 15 LBS. ANNUAL RYE TO THE COMMENCEMENT OF LA ND DISTURBING I ACTIVITY AND ONE Ali grading operations will be onsite. No other offslte areas shall be disturbed as part of this project. be brought to final grade for a year or more or where permanent, long -lived vegetative cover is needed on fine- graded areas. WEEK PRIOR TO THE FINAL INSPECTION. Seeding or other stabilization will follow immediately after grading. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CRITICAL AREA reduce overland flow velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. or cold. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL The critical area is the existing trees which are to remain. Existing trees to remain shall receive tree protection prior to any PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. demolition or excavation. All site work shall proceed with care in areas where proposed work is adjacent to existing trees to ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS remain. Existing trees to remain shall not be disturbed throughout construction. OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF SITE BORROW OR WASTE AREAS), THE EROSION SOILS CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY CONTROL PLAN TO THE UNIVERSITY FOR REVIEW AND APPROVAL. CONTRACTOR Per the Soil Survey f Albemarle Count Virginia b the USDA in 1985, the subsurface generally consists of Elioak Loam Soil. This y y, 9 y 9 J IS SOLELY RESPONSIBLE FOR EROSION & SEDIMENT CONTROL soil is deep, gently slo P in g. and wel l drained. Permeability and available water capacity are moderate. Surface runoff of is medium. MEASURES OFFSITE BORROW DISPOSAL AREAS. EAS. The subsoil has moderate shrink -swell potential. The soil is very strongly acid to medium acid throughout. See Appendix 6 for ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY Geotechnical Investigation Report. ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE UNIVERSITY. WATER QUALITY ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING Water quality for this site was determined based on the technology based approach. This approach is based on the q y 9y PP PP ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL characteristics of the site (drainage area size, total impervious cover, engineering constraints, etc.). The target phosphorous STABILIZATION IS ACHIEVED. removal rate based on 67- 100% impervious coverage of the site is 659: Technological based filters with given pollutant removal ES -6: DURING pEWAIERING OPERATIONS, WATER WILL BE PUMPED INTO efficiencies were applied to the site to reduce post - development loads to pre- development levels. AN APPROVED FILTERING DEVICE. VEGETATIVE MEASURES: ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL EROSION AND SEDIMENT CONTROL. MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING Unless otherwise indicated, _a vegetative and structural erosion and sediment control practices shall be constructed and RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO maintained according to minimum standards and specification of the latest edition of the Virginia Erosion and Sediment Control MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES Handbook. The minimum standards of the handbook shall be adhered to unless otherwise waived or approved by variance. SHALL BE MADE IMMEDIATELY. Seeding measures shall be taken on disturbed soil at cut/fill slopes, sides of sediment basins, ditch lines, or areas outside of SEEDING SPECIFICATIONS: TempoLg_ry Construction Entrance - 302: c, • One construction entrance is proposed as shown on the plans. The contractor may adjust the construction entrance location to TS TEMPORARY SEEDING - ensure that the sediment is removed from the vehicles before they leave the site. This structure will be 70 ft long and 20 ft e• wide. This is to be installed prior to any work beginning onsite. WINTER - 40 LBS. ANNUAL RYE /40 LBS. CEREALE RYE (PER ACRE) Unless otherwise indicated, o// erosion and sediment control practices shall be constructed and maintained according to minimum SUMMER - 40 LBS, ANNUAL RYE /40 LBS. FOXTAIL MILLET (PER ACRE) 305 Silt Fence (SF) - A temporary sediment barrier constructed of posts, filter fabric with wire support fence, placed across or FERTILIZER - 1500 LBS. 10 -18 -10 /ACRE at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage LIME - 2 TONS /ACRE areas of limited size. Silt fence is to be installed along the downhill side of any disturbed area. PS PERMANENT SEEDING - 3.07 Inlet Protection (IP) - Storm drain inlet protection shall be placed at the inlet of all storm culverts and drop inlets to filter SEASONAL SPECIFICATION - PER ACRE sediment -laden runoff. Culvert inlet protection shall be placed as shown on the plans and according to the detail included in the a•" plans. 2/1 TO 5/15 100 LBS. TALL FESCUE limits of construction and erosion control methods are clearly understood by both parties. 15 LBS. ANNUAL RYE 2 LBS. RED CLOVER 3.09 Diversion Dike WD) - A diversion dike shall be constructed around the perimeter of the construction site of the proposed shopping center by the contractor to control sediment -loden runoff. 5/16 TO 7/31 120 LBS. TALL FESCUE There is to be no tracking of mud or dirt by construction equipment onto any paved drives or roads. 10 LBS. FOXTAIL MILLET 331 Temporary Seeding (TS) - The contractor is to implement temporary seeding if disturbed land is left exposed for over 30 2 LBS. RED CLOVER days and construction is not complete in this area. 8/1 TO 9/15 100 LBS. TALL FESCUE 15 LBS. ANNUAL RYE 3.32 Permanent Seeding (PS) - Establishment of perennial vegetative cover by planting seed on rough - graded areas that will not 2 LBS. RED CLOVER be brought to final grade for a year or more or where permanent, long -lived vegetative cover is needed on fine- graded areas. 9/16 TO 1/31 120 LBS. TALL FESCUE Seeding or other stabilization will follow immediately after grading. 10 LBS. CEREALE RYE 335 Mulching NU) - Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and 2 LBS. RED CLOVER reduce overland flow velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat FERTILIZER - ALL SEASONS - 1500 LBS. 10 -18 -10 /ACRE or cold. LIME - ALL SEASONS - 2 TONS /ACRE Tree Protection - 337' MU " A MULCH COVER IS REQUIRED ON EVERY SEEDING CURB INLET O AO° OA O�AAO AO °OO °0OO 00QbA O AQOO A b A A O O O 0 0 0 0 A A A 0 0 WIRE SCREEN GROVEL FILTER CONCRETE BLOCK RUNOFF WATER 7 WITH SEDIMENT _IIIII = _hill —II - IIIII =_ _IIIII =1111 — _IIIII — IIIII= III= SEDIMENT 2 "x4" WIRE SCREEN WOOD STUD FILTERED WATER ;. 11111 = 11111- • IIIII � I'' — III `CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. BLOCK AND GRAVEL IP CURB SEDIMENT , FILTER R ' I RB NTS GVERFL! v WATER INLET GATE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PLATE. 3.07 -3 • GRAVEL SHALL BE VDOT #3, #357 OR SOURCE: VA. DSWC #5 COARSE AGGREGATE. PLAN ELEVATION ELEVATIQ (0: -39) (W-0A l 0 :I1 -3 FACE PLATE' TE: [�1 PLAN 0 WEEP HOILE ma ' SECTION 1. MANHOLE SECTIONS MANUFACTIAED AICODRDIMG TO ASTM C478. TTAAryG�OR Gk JOYIMS COAF'pRMi NG TO ASTM CM3. E N.� COMPRIEW DETAIL RFrEREMM. SST- DBIS -OS. Ewmmk"TED STEEL. 12, DIMENSIONS SUG, C TO PERMISSIBLE VARIATION OF ASTM 0478, 3. INVERT TO BOTTOM OF BASE . Jr RASE . PIPE WALL THIC104ESS. 4. MAWiOLE A TO TIP FACE IF CLIRB " 10•, IS- TO BOTTOM FACE. 1S. 4' TO 12' ADJISTMNT RINGS INTML,M TD TOP OR FLATTOP BY GROUT FILLED MESSES, 6. MATERIAL PROPERTIES; f'e 4,000. PSI. fr : 80..000 PSI. AIM Q � 41ALL DEPTH Tt! Hf 1 MULCH /STABILIZATION MATERIAL REGULATIONS MINIMUM STANDARD #1 VEGETATIVE MEASURES: VIRGINIA EROSION AND SEDIMENT CONTROL NOTE: UNDER PAVED PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO Tem SeedingfPermanent Stabilization DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY oror P Y PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED 7r Seeding measures shall be taken on disturbed soil at cut/fill slopes, sides of sediment basins, ditch lines, or areas outside of s' B• c, • e " B• � "s• e• • EROSION AND SEDIMENT CONTROL DEVICES: Unless otherwise indicated, o// erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the latest edition of the Virginia Erosion and Sediment Control Handbook. PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SELECTED HAND- PLACED SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND MANAGEMENT STRATEGIES: 12B• 1D v4 a•" Erosion and sediment control should be discussed between the grading contractor and the owner prior to any excavation so that 1. Protecting existing trees from mechanical and other injuries during land disturbing and construction activities to ensure the MIN. survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and • STRAW AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED aesthetic benefits. MULCH /STABILIZATION MATERIAL REGULATIONS MINIMUM STANDARD #1 VEGETATIVE MEASURES: VIRGINIA EROSION AND SEDIMENT CONTROL NOTE: UNDER PAVED PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO Tem SeedingfPermanent Stabilization DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY oror P Y PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE Seeding measures shall be taken on disturbed soil at cut/fill slopes, sides of sediment basins, ditch lines, or areas outside of BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. on -going construction practices within seven (7) days of completed grading. All areas disturbed by construction will be stabilized PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE OR 21B STONE TO PAVEMENT LEFT DORMANT FOR MORE THAN ONE YEAR. with permanent seeding immediately following final grading. MIN. MIN12. \� N'ERFAOE XTILE FABRIC AT EROSION AND SEDIMENT CONTROL DEVICES: Unless otherwise indicated, o// erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the latest edition of the Virginia Erosion and Sediment Control Handbook. PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SELECTED HAND- PLACED SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND MANAGEMENT STRATEGIES: SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT COMPACTED BACKFILL CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL Erosion and sediment control should be discussed between the grading contractor and the owner prior to any excavation so that DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT limits of construction and erosion control methods are clearly understood by both parties. CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE Construction will be sequenced so that grading operations can begin and end as quickly as possible. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR TH'IE There is to be no tracking of mud or dirt by construction equipment onto any paved drives or roads. DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN Sediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following PLACE AND FUNC110NING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT installation. CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. Seeding or other stabilization will follow immediately after grading. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO) Areas, which are not to be disturbed, will be clearly marked by flags, signs, etc. THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. After achieving adequate stabilization, the temporary E &S controls will be cleaned up and removed. PERMANENT STABILIZATION: All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Mulch (straw or fiber) will be used on relatively flat areas, In all seeding operations, seed, fertilizer and lime will be applied prior to mulching. MAINTENANCE: The contractor is responsible for maintaining all erosion and sediment control measures. These shall be checked daily and after each significant rainfall; any deficiencies shall be repaired immediately in accordance with the latest edition of the VESCH or as deemed necessary by the local approving authority. � PG 1y`? �pR� OPO 4.5' COMPACTED SOIL pUe TEMPORARY DIVERSION DIKE N. T. S. 0' MIN. HEAVY DUTY FILTER FABRIC MIN. 6" V.D.O.T.. #1 COARSE AGGREGATE TEMPORARY CONSTRUCTION ENTRANCE N.T.S. 24 FR GR TOP VIEW (W/ GRATE REMOVED) ELEVATION DROP INLET DETAIL N.T.S. C V NMAR FOR BAG REMOVAL FROM INLET OPRDNAL OVERFLOW SILTSACK - DUMP LOOPS SVPPUER.' ACr ENWRLWENTAL 2101 CARDKU ROAD 4j, N.T.S. INSfALUTpN pETA9. DE7F'N77ON CON77?OL SMUCTUIRE & OffiT FLQOy PIPE DETAIL QNOT TO SCALE /" N.T BAG TIP BE PLACED ON AGgREGATE OR STRAW. SUPPLIER: ACF ENWROMENTAL 2831 CARDWELL ROAD RICHMOND, VIRGINIA 23234 800.448.3636 b n FOR 1625 I 3 MIN. COMPACTED EARTH NOTE: UNDER PAVED SURFACES, BACKFILL OVER PIPE SHALL BE V.D.O.T. 21A 2• 12" D " OR 21B STONE TO PAVEMENT MIN MIN. MIN12. \� N'ERFAOE XTILE FABRIC AT / SELECTED HAND- PLACED 12" < COMPACTED BACKFILL SPRING LINE (SEE NOTE 1) OF PIPE I;t -•L� ): ...4, D/d BUT NOT � L: COMPACTED VDOT #10 DR LESS THAN 4" I' #26 AGGREGATE BEDDING ALL PIPE TRENCHES TO BE EXCAVATED TO 12" BEYOND PIPE ON EACH UNDISTURBED SOIL SIDE OF PIPE. NOTE: 1, FOR DUCTILE IRON PIPE AND RCP PLACE BEDDING TO SPRING LINE OF PIPE, AND FOR HDPE, AND PVC PIPE PLACE BEDDING MATERIAL 6" ABOVE THE PIPE. STORM SEWER TRENCH N.T.S. 2"x2 "x5' OAK OR 4 "x4 "x5' PINE STAKES Z T \SPACED 6'0.C. MAX. v„ IP i —1 I— EXTEND FILTER FABRIC INTO 4 "x4" TRENCH AND BACKFILL SILT FENCE SF (WITHOUT WIRE SUPPORT) N.T.S. HIGH STRENG774 DOUBLE STITCHED "J" TYPE SEAMS DIRTBAG@ _TOP VIEW N. rS HIGH STRENGTH DOUBLE S77TCHED "J" TYPE SEAMS 1— AGGREGATE OR STRAW UNDERLAYMENT SIDE VIEW N. rs DE- WATERING DEVICE DETAIL GRATE COVER �Y ACCESS I STANDA D 75 GRA TE N.7.& SEWN IN SPOUT HIGH STRENGTH STRAPPING FOR HOLDING HOSE IN PLACE. WATER FLOW f FROM PUMP PUMP DISCHARGE HOSE PUMP DISCHARGE HOSE WATER FLOW FROM PUMP ,NOTES STANDARD GRATE SHALL BE H -20 LOAD RATED. PEDESTRIAN GRATE SHALL BE H -10 MEDIUM LOAD RATED. QUALITY' MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 & A48 -CLASS 30. MATERIAL: DUCTILE IRON GRATE W /CAST IRON FRAME. PAINT.- CASTINGS SHALL BE FURNISHED WITH A BLACK PAINT. YARD INLET GRATE DETAIL N.T.S. NOT FOR CONSTRUCTION F-1-106126 .inn 05. 2007 — Z Z W IY C] W ,ZOW Cs JZ _ .o Zao< L�.a 0 >u7.0N kJ6 ZOO W OO g��K N 00 00 z r,4 O Ln o cY) In C4 J 00 � �t O rrZ Q � V W O > ® w ® O W Z W in Z O Q W in F= 2 Z W � - Z W Q J Z w ' W O u ,� W � u PROJECT NO. 20050260 G.L. NO. 151 "15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MID /KLS CHECKED BY: RAR RAINA A. ROSADO No. 038196 01/05/07 HURT, PROFFITT SHEET NO. C 7.® : Type: Job: Catalog number: r t r r r ,+alit. Fkrwc Eltiidrrl Akauh nni+ rµwww+ � :,.n� �peq.�.14 leill.�l 9s. IBS k Se1,-ra pale tr,xn Kim Pale Catalog, II Voice Ts renuhkl by rithmt indicate D.O. Lai amt Arcing, Specifications 150 to 400 watt Mogral Base Lamps MUllit urri Future wetont (400HPS) = 45 lb 0' Pat a6' r -J 1-v 16' Arm Lcrae.4�soction ...;;m a. rye wn.,ikabMl urinticrp, lix, • P-O. BOX BMW, CRY AR 7IA�S1I s.srYrs�1t�± The ArchetypVr itf■!1 iVGHtf ■RSl �._ „ ®��•� a revision 3(17173 • an.pdf Type: Job: Page: 5 of 5 Vertical SBpfttler Mourns Cat. Nu. includes Mtwntimg Cat No, (See right) I 1 No Optkfn Optional Features ,Allows fixture with standard support inn to Ire mounted fns toles Raving a. i e -s'ize Qerton (25o 0,D, x 44 length) All mounting confl uiauons can tae used '1 A 26 2 31r 3Y .. g t L, 4C') 4" situate rx Took dIE -C4si aluminum vaalh flusie cap, saxured dry 441r ?? stainless Aeon set laoint alien senates, inilo l to match hxtum, artist arm, NOTE: 3Y only available on retread sfipfi8cr. r= MVerliml Sllp!itler PMv e with 2' plpesize Mount Wool (by Vitar') by Kim CAL Na, 4gM1, Cat. No, Mrauhlin Corhflguranoil ❑VSF1A 4 0SVSF -1A 1A- sirtg'le arm mount 0VSF•28 Stainless 0SVSF -2B 26,2at18W n VSF +2L ----� spiel u9 •-- 0 SVSl-2I_ 21L - 2 At 90° Lm VSF-3T Screws a 0 SVSF -3T 3T - 3 at 90° 0 VSF,9Y 3Y - 3 at 1200 ❑ VSF-40 Bound Square 7 SVSF-4C 40 - 4 et !hr 62003 fast LIGHTM NC. • Pat GC:IX, 60x62, CnY OF V4DV6TRY, CA 917W0560 •T'EL 5i WO-SWO FAX: 600,0ia2445 Sa;rp4G?b ?e yl Tice Atchetyl R Approvals: 1 of S Housing: One gtiece kriv oagape( Bless Than Reel dies Astalumrmcisn alloy with integral cooking ribs nonce the optical riu =miter and clectrical compartment. Solid harper wail separates optical and electical compare ants, tloul)k -thick wall with gguss6ts on the support -aim mounting end. Hosing fonts a halt cyfhl &e with 55' front face plane providing a recess to allow a i udl single, latch detail, .411 hanMare is stainless steel or ekxtrn•zinc plated steep. Lens Frame: e)ne pence low copper ;less than 6 %j die -east alaminurn allay hint s frame with r' mia,m,um depth around the Ra lket flange, Integral hinges with simples-+• steel pins provide no-tool mourning and removal from braising. Single die -cast. alumimrm cam -prink pfovirles positive. 10i and 5ealh,g Of the optical Chamber by a erne trier emoted and vnlcarnzr!d sdirsxga y- .pskel. Clear be duck tempered 81ass lens retained pry eight steel clips with trip silicone gasktairag anXarvl the peri notes Reflector Module: Spier filar Alzak" optical srgme.nis are rigidly ma.r all d within a die-cast aluminum eadosuce drat attaclws to the housing ai a cw,sdnece module. RefkY_tor inorAtte is fold ntanaii1e in W Increments. HPS and PMH sockvis are procralain 4Kn1 pulse: rahed nx,I;ul Lime, A1H sockaas are chin nx,y ul box, piworderamd, wltt replied sal cone lamp stalai i1 zee, All reflector modutts are factory prewmid with ryri ,disc on ect phi, and include silicone restl at the perlatrraiorn Of the internal barrier wall in d1e lumina re hfxning Electrical Module: All electrical component are UL and CSA recognized, mtmted rig a single plate and factory r vimd with quick- distmm icl plugs. Hattrlinal mockile aflaches to housing with wiml Mots and Lafc'hes, accesslMe by opening the lens karate only. Arm: One piece extruded Alt•minum with inte net Ixah guides at fAly mdxrssd trr'a ar%1 bows. Lu m aanetka ,Ie a91b IrrKtht. is by internal draw bDln, arri lochucks a pile reinforcing plate with wire strain rifle{, Ann is circular cut for srmcilial mcird poie- Optional Wall MaUndNtg: Fixture mounted to ranted eonc re. walls only, A modified supprst arm is prn ided with sits arses to allow fold splicers within The arm, A wall eselanimera bracket is provided to asxr.{x draw bvlh, and a trim plate covers the woll-embetkkd IoncrlOn Bcsx. All wall mount czrnpery is are finished to naaich the fixture, NOTE: Junction Box in ++•all mast F%eiside adequate faxhFw suj". ri, See N FC, seCAiorks 370-13, 17 and 310 -t 4, n fx Finish: Super TGIC thermoset polyester powder col paint, 25 mil nominal thickness, applied ever a (hromaci cvmmrsi in coal ngg.:: 2' -M Itarlr salt s)hray test esidrrarrnm ralklg. 54alXkvd onion m Black, Clark BWeP, fight Gray, Pldlinum Sih•e,r, OF Whim. 0140111 colors are available and subjeo re additional Charges, minimum quamtllies and for gel lead titres, consult rleixe>er/4itive, CerBBmt�n: Lill- Listed to U.S. ,and Ginadian safely standards for wet locatiorts. FixIvre rnant4acarrer shall engrkry A gta,AY IN09fi a that is ieetifred to neattl the ISO 9001 :20k)0 st lridard. CAUTION: Fixtures nxast In grounded In acscmbnce, with local cafes W the National EIWFiC l Coi Faifixt- To eke sc may result in serican Fictional injury. TEL: 026'B0&BBBC • FAX: 020ra39.s095 A" ► AR AR AR DATE: The Archetype' lam i The Arche JiemllUGHTM Typo: Optional Features es rain "inn3 /f7 /}3•ar.i f Typo: Fixture mounted to poured concrete walk only. Paige:. 4 of 5 -- Job: to t t a page Page: 2 of 5 Standard Features IW orb. Fixiurns wlllt the starxlard glass lens are available with sramred aluminum buvers that ppaasss sireetside ligstt and b xk MOtaseside I' t, and a blacFa� ed gel added fi ntte ex to Pa Mounting t: available 3T corBiguraes Wan vrw,s.•: El„ �„0 ■ 4Vali Mount o for round poles anFr'. W IIIIIIIII W& 1.2 24 2.0 3.2 3.2 3.9 ova � (aLNtt.t 01A 026 02LM I:] 3T 03y D4C 01W Flxttav: Cat. Nn, designates fixture and light distribution. rn� �I � �. f \ F Line 1 1 � _ Y r \ / O i See the Kam SittVRoadway Optical Systemms f:.^t4att>f; for Light Diurl6Wirut. T I 6 yf T ill Type I T IV T V Hu V detailed information on OHS Recommended for use with clear lamps only. Effectiveness is reduced for coated Forward Throw 59 reflector design and rullCtnrrf Fall('tdodf full culoff Full lt:utoff application. Cat. No.: C1AR2 0AR3 CIAR4 OARS Electrical Module Cat Nos, for eln -vlcal ,Almdulcs available: ,�- Allowable wattage pia• flxtllm, 11 HPS = Hlgh F'rel Win' 4001AI D 1SOHPS120 CI ZMPS120 ❑ 400HPS120 ❑ T7S7JIH125 um the standard flat glue lens. Provides increased I 1-7 1501,11PS208 L1250111PS200 0400FPS208 175Mkt208 MN = Metal I4111ick OI,No. L7HSF CI150HPS240 L_I250HPS240 M400HP5240 i El 17%*610 PMH PudseStan _J150HPS277 11250HPM L.1400HPW77 11�^1+175LUIM Metalwinie co lock. Botts housing from inside the ❑150HPS347 0250HPS347 0400HPS347 .LT17SMH347 aft D 155HPS480 0 25"S400 =l 400HPS48D El 175MH4 0 a set screw' tlGlticrn to insure against flxlure rotation. Larry k, C. Ir.n G18, clear E -18, Clcar�67 -28 or Special Options for Term iall Blod'.31orfieldNOreconn,ecdo,$) to Pcky:.srh:+elaan Lens m Strati Lighting ED -2pt, Clear Socks. Mogul Bas. -.- Mogo[ Base IQ6111 Base _ Mogul Base -. M': (CV4035.2695 56404a3074 yuicktiii4xmi Ilakrg. .,....�....�....., _,m.- .-....,_ f - -- pat- oriented .. r1NSIBAIIast 5.55 S-50 - s-5i x10.57 Lanvp Lamp Line chamber, filpering all alt panicles above 500 microns, 4valts Type Vohs AirFiltce 025OMH72D 04DOMM120 -725OPMH120 , 040OPMH120 400 HPS 277 0 AF Q25OMH2O0 U40OMH2O0 - ,J25OPMHM ^El40DIMH2O8 0 9 KM LAMMING NC,• P,4, BOX create, CITY Or INAUeTRn'. CA 9171644 -TEL;. 62alkkWS - FAX: 6r4V3a'A -2695 56aJsa3071: " 125OMH240 171400110210 11 25OPMH24D 40OPMH240 02511flii P40OMH277 -1 250PMH277 :r4DDPMH277 025OMH347 D400MM97 025OPMH347 I- 4WPMH347 m1250M144S0 04DOMHO L725OPMH480 'C,40QPMH4B0 Lamp 61•20 m FD -20, Clear E[}•n8 Clear s ED -28, Clear ED -28, Clear Sucker Mogul Base Maru€ Base Mogul IkuO nM;agatl Basra Fin- Chieried Frn C rientgl ANSI Flnll,st h1 -18 h1 -54 M -130 M -735 Type Finish Colon. Black Dark Bronze Lighl Gray Pliatinum Sinter White Custom Color' Sutter TGit:. powder coal Cat, No,: ImJ6L -P [JF'JB•P Ui.tt•P CaIPSPWH -P CJCC -P paint over a chromate conversion coals nt,, Custrmt colors sub Jett to addiiinn al charges, mininnum quantitir. and extended d tinter. t urtsolt req,resisnuatkn,re. ups ore polo; descrjfxkx: 02003 aunt UOT11116 NC,+ P.O, cox aMM, eRN OF NOdu17iY, C411171 &LtV Ti .: FAM 625059AB9: 5&J96n39i4 A" ► AR AR The A Te' DATE: The Archetype' lam i MJD /KLS ,rwision 31171nil • m.p if Typo: Optional Features es Job: Fixture mounted to poured concrete walk only. Paige:. 4 of 5 -- — Optional Features to t t a page Houseside Shield Cu No. (See11gM) ID No Option IW orb. Fixiurns wlllt the starxlard glass lens are available with sramred aluminum buvers that ppaasss sireetside ligstt and b xk MOtaseside I' t, and a blacFa� ed gel added fi ntte ex to Pa All 5Yy f '11"t red a Frorrs0sidn lE¢tiun Fit es it r tic lei s, xw w oniarwl ate. c'.anve% gfa5s lens err. O'ailahi0 will, a (unmet `^ s aluminum sin end that passes gnpetsde kk,Fit and bkxk5 orWket -J-t)M in,A.gp (ly otrew67 Photocell Receptacle Cal, Na, : :IA-2$ house lcfe Ilg1,L hiack a xxOze<I pa el added to HS HOC , No Option ace the mil x1d u) reduce houseside reRertfit Use with tut flat lnls for convent One O clear lamps only, as coated I.arips reduce effectiveness. pOlyeaboanta bans Cal, No, OHS Recommended for use with clear lamps only. Effectiveness is reduced for coated lamps, Not for use with Type V light ellstrl Imions. ff-■k 0 F 28 s 0 HBO For use with all fixtures with convex glass lens. Not for use with lype V light eF Fixture with photocell Recepacle r�y �t distributions, 11gtrttperFfeslsfa4tt Latch Standard dfc�cast larch is pnrvideel with a captive 10.32 Rat to UL No. LITL E) No Option stainless steel socket -head screw prevent unauthorized. opri ing, \� Allowable wattage pia• flxtllm, 11 NOTE: Required only tot vandal pnapection In Ioc Minns 4001AI Corweuc Gtaes t914S L._tCGL where fixtures can he reacher! by unavifultizead persons. rs Cat No. the standard flat glue lens. Provides increased I TampanPOSis•tsnt W[ch Horizontal SWtfter Mount Replaced standard niomiling am, with a sfiptitten which DaYltarm with 2' pipp-steo OI,No. L7HSF allows fixture ba the mounted to a borizonlal paale hxtuiemourlt (By ohigm) ❑NaOptl xl davit •a m with 2' esze mounting end (2Ya C7.DJ. Cast aluminum clamp -type slip6tter with set screw Conn ax Grass Lens PWy�Letts Cat, No. LJLS co lock. Botts housing from inside the au d, ONooption elearotal using Olns-trlcal cOnyaanlrT,Otn using neoummg holes fox the aft staltdard sulgaait ant. FJavB ant attest he field drilled at or a set screw' tlGlticrn to insure against flxlure rotation. Hodatortid Sliplitter Finished to match fixture. Mount by Kim Special Options for Term iall Blod'.31orfieldNOreconn,ecdo,$) to Pcky:.srh:+elaan Lens m Strati Lighting 65AMI, 600V host clamp terminal block mounted to TO rrs al t Cat Nam (See right) the housing inside the electrical compartment. Acctyas 4144 wire. rectory provlred to eeclrical module C 20Ke Kit LOHYNG NO, RO, BOX.. MU, CITY CIF INRUSTRY CA. 91Y161)000 -TE.: 62F,'968 -Wei R M': (CV4035.2695 56404a3074 yuicktiii4xmi Ilakrg. 0 TS 0 No Option Air Filter: Allows for ,e;ntillFion through d,c optical chamber, filpering all alt panicles above 500 microns, Multi -layer disc itrsembly mmarde d on solid wait AirFiltce between agxicaI comparretent and latch cavity. 0 AF ONO Option 0 9 KM LAMMING NC,• P,4, BOX create, CITY Or INAUeTRn'. CA 9171644 -TEL;. 62alkkWS - FAX: 6r4V3a'A -2695 56aJsa3071: A" ► AR M V� The A Te' DATE: revision 3117103 , atpdf Type; MJD /KLS Job; Page: 3 of 5 Optional Features es Wan Vounting Fixture mounted to poured concrete walk only. A 4k Cal. No, 1W Select from Mounting n 2. modified support amt is provided with side amea allow field ssppl1ices within the area. A wall emberkt bradre4 (WEB) Is provided w accept dfaw bolts, a to t t a page trim plate Mors due wall-embockled lorlelion lieu. All 5Yy f wall rriournt(urepo wents ale llnlshed to march the fixti ate. Wall rtxzmt using wall crile"u moral orWket -J-t)M in,A.gp (ly otrew67 Photocell Receptacle Cal, Na, : :IA-2$ Fixture supplied with a fu41y gaskelsecl lereprlade OIX the electrical ewmphrtrnevtt for NEh9A. L•laae rte , No Option In4tot thy salons), For all RKdtiplefiadum pale mountings v two or three fixtures, one fixture has a of ac Four fildures e91 ith Racep,ncle to oprrrtte. the* callers. (25o watt or ) o Lso ectulrr tine fixture with a receptacle, Four fixru'es Iq(s[t w.siG r'tx`iuirt! twKn tjxju(as wllrl nxY�{JtlCle3, Mtwrairig luxe L�'e 21 1&IW ff-■k 0 F 28 s eF Fixture with photocell Recepacle r�y �t S=- 5tavf' urnihs) y ° 2L 3T, 3Y 4C 44C Allowable wattage pia• flxtllm, 11 1 {IfMj 15{125(AW 4001AI Corweuc Gtaes t914S L._tCGL The : as'thick clear convert leer filed glass lens replai rs Cat No. the standard flat glue lens. Provides increased I 21/V 3ptoG presence and provtde5 a subtle improvv"Tc t in unihtm,ity where pole SPACing It eXIMM Irrrrra - T efferi iveness of houseside shiehling. Conn ax Grass Lens PWy�Letts Cat, No. LJLS rixtuew�Pfedw•ithaonepxcevat um formed, UV stabiWized oonvex fulh au d, ONooption polycarhonate, 9-5 replacing the standard temprsed gliass kms, 250 aft maximum, May Ix used with 400HPS in out or kxatiotati where antblent air Ir mile ature during Rxu ra Opleratiori will not eraeed 85'E —r CAUTION: Use only when vandalism is anticipated be hiyyeh. Useful life is limited by UV r0sooloration 111, to Pcky:.srh:+elaan Lens m Willi' and motai hall*. lamps, C 20Ke Kit LOHYNG NO, RO, BOX.. MU, CITY CIF INRUSTRY CA. 91Y161)000 -TE.: 62F,'968 -Wei R M': (CV4035.2695 56404a3074 1 of Surface wall • symmetrical distribution " $ Designed for down lighting fox Interior and eXt dar wallents i- featuring highly ancient symmetrical tight dlstributon. Meets full z : l Cutely trama rtarhants. A .w ::k. i Wall mounted luminaires with rdii t shrminum Canopy, Anodized aluminum foliector vAth clear tempered glass. 3 u.l., listed, suitable is wet lmatiarrs. I r PmteCUon Gayiv. IP 44 j t jI Finish; Standard BEGA Colors. i L , tamp Lumen A 8 )... __4 -. ,- „'.,,_., -3 5330 (1) 100W .A•19 MED 1710 11 20 ar • Specification Sh9al Submittal Drmvingp • Photometry +Application Plsolas +Estimated Lead Time Copyright 20113 SEGA US. A6 rights reserved, An SPeciiivZten Steel +Submittal Omwings • Photometry + Appilcailon Phohs + Es6malked Lead Time Surface wall •symmetrical distribution Designed for dawn lighting for Intruc or and exterior Ipcauti s h seta ri ng igh1 yefaG0nlsymmetrical light distribution. ftnata foil avail reeuirements, Wall mounted leminairas with demerit aluminum canopy. Anodized aluminum rellector with Gear tempered glass, U1. Ibtad, %ultabte for wet locations, Protection class: W 44 Finish: Standard BEGA colors, 63STMH Lamp Lumen A B (1) 100W ED. 17 MH 8000 20 as 35 7+ Copy M2n05 BEGNUS, Ali nlghsS retexed, NOT FOR CONSTRUCTION .loo 3 ?007 — 1: TS All..dwa z I g z Z � W )” p W W in CK k7 W tit 0 Q X W 0. O >vDkDN Z OUn ce z�y �O u gun,o�oo�o W it 3 ■ Z Ln z O M M V4 J W 1-j- It — a Oz m 0 \ r I- Z Q O V aW Q = � W in W W W = m V' O �,,,■ Q Z � V I— I( 0 J W Zj f� v i W O o / lrrb a V z u 3 PROJECT NO. 20050260 G.L. N0+ 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR RAINA A. ROSADO No. 038196 01/05/07 HURT I ,.. PROFFITT SHEET NO. C 800 LANDSCAPE KEY Shrubs & Groundcover BY Prunus lourocerasus "Otto Luyken" O "Otto Luyken" Laurel O Ilex globro "Shamrock" "Shamrock" Inkberry Cornus serica f. baileyi 0 Bailey's Red -twig Dogwood Ilex x "Sparkleberry" C "Sparkleberry" Winterberry Holly Magnolia x "Betty" "Betty" Magnolia ® Aronia orbutifolia "Brilliantissima" CL Brilliant Red Chokeberry ® Buxus "Green Velvet" 0 "Green Velvet" Boxwood (D Fothergilla gardenii Dwarf Fothergillo Spirea japonica "Little Princess" Cli "Little Princess" Spirea ED Nandina domestica "Firepower" Firepower Nandina Taxus x media "Densiformis" "Densiformis" Yew 0 Viburnum davidii David Viburnum Juniperus chinensis var. sargentii O Sargent Juniper Pennisetum alopecuroides "Hamelin" Dwarf Fountain Grass o Hemerocallis "Stella d'Oro" "Stella d'Oro" Daylily with o Liriope muscari "Variegate" Variegated Liriope Exiting Tree (Typ.) �J Trees Quercus shumardii Shumard Oak Acer rubrum "October Glory" "October Glory" Red Maple / \ VIRGINIA ELECTRIC AND POWER COMPANY Betula nigra "Heritage" / /� \ MAINTENANCE: EASEMENT o "Heritage" River Birch j/ 18" OAK D.B. 525 PG.. 472 o how °n eadUtility.Line i EXISTING 1IGH7 / I" / \ / A x. 20' H9ight BURNING SH J d ER \ 1 Jl I 'ER 16" OAK i I I j POLE TO REMAIN ��ROPOSF` $1e`sN\ ° /'� 1 LAN; �' li 16' LANE TREE Zelkova serrata "Village Green" — _ rnrri - ♦�►� (S�E-NBTE 10) \ ❑ it rrn1r rrnr �i - _ _ "Village Green" Zelkova ♦ - - - 11 .:� __. -_-.� ''.. rrr rr rrr err _ r� `" Bunn mnr inn rr�n r■ ;1011001 VA rrrr rrr LIMIT Ban ■■ unrrn n rnurrrnnh# ♦♦ �wiunurr�ilfrlfYiirnruruu rrrri�prrr C STRUCTJON -- — -- -- - S OF CONSTRU ION I �} I i ♦♦ c ° ° ° ° ° ° ° ° ° ° ° I S HS j — -- ♦ - — U. L'T� . --- A3H ♦ \` _ _ • Lagerstroemia indica "Natchez" / ♦ H I ♦♦ UTI IHASEM . —�— — — A2 — " -- Natchez Cropemyrtle ♦♦ — -- 5— I �♦ . 8 P � oo ♦♦ - — I T2 /T /T EAS MENT P ° I ♦�� N e ED Amelanchier grandiflora "Autumn Brilliance ♦ — — — — — — 4_ —� — - — ERTY(�3E. sp / �♦ _ _ \\ "Autumn Brilliance" Serviceberry , — — '— — A4H Ilex x oquipernyi "Dragon Lady' � ♦� � � ; "Dragon Lady" Holly / \` Cercis canodensis Redbud ♦ ♦/ UNABLE TO I ��♦ I — — DETERMINE ♦♦ / _ DESTINATION ♦ ♦♦ � j I I ♦ D � i ♦ WAC NATIONAL -ASS :I a + TIP ♦♦ BY UC VE MERGERS Existing Shrubs (Typ.) M \ ♦♦ 1 .I, Q) A32 i ♦ ♦� ° ♦ ° w / �,♦ -R3 R3 'CO Oe �CO / o�♦ / �C' ♦♦ 1 N 2 �o ♦ ♦♦♦ in I w¢ N a i I I 1 I r I 1 1 1 qN \. S 1 `. - -.- � . -. . w HRUB GROWTH I I 1 W - - -w —w - - -w .. } I 61-122 I --- T I ALL EXISTING I 1 n SA UEl _ J JOSEPH, JR. I _ PROPOSED VEGETATION BEYOND II I I 1 2 / PROP,ERTY, I LINE. s PROPERTY LINE TO AN JANET A JOSEPH � I r o Q I I � • I�� REMAIN. 1 I I ZONED: C1 /EC I I I ^ 7y. 1 APPROXIMATE LOCATION OF SIGNALIZED INTERSECTION OF SEMINOLE TRAIL (US ROUTE 29) AND RIO ROAD (STATE ROTE 631) IIIIN WEI 1, '�.�''�`a �'�f`j� � '�����C�r_ � � 6_�� �° � �r� • � `a p I f i1���� !� \� �� i � �i� � 1�4. `1♦ .1R,./:; � � • o> � ioe� I I �,� o:e ! - a °ie�eyoe.o °seopo°, ! '��_ ��� �L -�1�. � . �I• • ; I�� Kb N: _ �� ® � � ee0� ?0/ (�� �C peP�� °° at•e °'�i°aaC�°•� � • . �����.��•f ���- �� 1llliltllnT r I •� ••• (VARIABLE PRELIMINARY NOT FOR CONSTRUCTION REVISIONS BY 11 -22-06 RAD C CL Cif 0 N Cli .J 0 ry e ry V♦ QL 0 rZ V c 00 a i U� a) M CU d ��ALTH OF rY V RONALD A. DRESSEL JR. No. 1236 �SC9PE ARG`r` c.i con `) u� C/i Q ��rnN �N� ^� + A.M 3 °J N �Qz LFD►A DATE: B -BA6 SCALE: DRAWN BY: RAID TITLE: Landscape Plan SHEET NO: L1.0 Plant Schedule - Wacholvla: Shops at Rio Road BY 11 -22 -06 PAD CU Canopy Plant De all CITY Boutanlcal Name Common Name Size /Height CallperlSpacing Condition Remarks Canopy Coverage Total Trees A 5 Acer rubrum "October Glory" 'October Glory" Red Maple 2.5" Cal. B &B Strong Leader 510 2550 A 4 Betula nigro "Heritage" "Heritage" River Birch 6' -8' Clump B &B Multi —Stem 535 2140 A 6 Ilex x oquipernyi "Dragon Lady" Dragon Lady" Holly 6' -8' B&B Strong Leader 48 2 8 A 13 Quercus shumardii Shumord Oak 3.5" cal. B &B Strong Leader 419 5447 A 11 Zelkova serrata 'Village Green' Village Green Zelkova 3.5" cal. B &B Strong Leader 452 4972 Flowering Trees A 3 Amelanchier x grandiflora "Autumn Brilliance" Autumn Brilliance Serviceberry 6' -8' IB&B 130 390 A 4 Cercis conadensis Redbud 6' -8' B &B 124 496 A 6 Logerstroemia indica "Natchez" "Natchez" Crapemyrtle 8' min. B &B 77 462 A 1 Magnolia x "Betty" "Betty" Magnolia 6' -8' B &B 82 82 Shrubs B 6 Aronia arbutifolia "Brilliantissimo" Brilliant Red Chokeberry 24" T C 3 gal. FUII 7 42 B 26 Buxus x "Green Velvet" Green Velvet Boxwood 18 36" 3 gal. Full 10 260 B 5 Cornus serica f. boileyi Bailey's Red —twig Dogwood 24" 6' 5 gal. Full 72 360 B 31 Fothergillo gardenii Dwarf Fothergilla 18" 48" 3 gal. Full 3 111 B S2 Ilex glabro "Shamrock" Shamrock Inkberry 24" 36" 3 gal. Full 23 1886 a Ilex x "Sparkleberry" "Sparkleberry" Winterberry Holly 3' DATE: 5 gal. Full 41 1246 B 6 DRAWN BY. RAD TITLE: Landscape Plen B 46 Nandino domestics "firepower" "Firepower" Nandina 15" 30" 3 gal, Full B 101 Prunus lourocerasus "Otto Luykens" "Otto Luykens" Laurel 30" 54" B &B Full 10 1010 B 25 Spirea japonica "Little Princess" "Little Princess" Spirea 18" 30" 3 gal. FUII 7 175 g 21 Taxus x medis "Densiformis" Densiformis Yew 24" 42" B &B FUII 28 588 g 1 3 JViburnum davidii IDavid Viburnum 24" 36" 13 gal. Full 38 114 Groundcover C 1 76 IJuniperus chinensis "Pfitzeriana Glauca" ISargent Juniper 1 160" 13 gal. I Full Ill 1869 Ann uals /Peren nTals /Grasses D 240 Hemerocalis "Stella d'Oro' IS d'Oro Daylily 18" 1 gal. D 700 Liriope muscari Big Blue "Big Blue" Liriope 12" 1gal. D 33 Pennisetum alopecuroides "Hameln" Hameln Dwarf Fountain Grass 30" 1 gal. Total Canopy Coverage 22488 STREET TREE 6AL6ULATION5 LINEAR FEET OF ROAD FRONTAGE -543 Recplred Trees - - - - - - - -15 Proposed Trees - - - - - - - 15 Existing Trees — — — — — — — I SET TRUNK PLUMB RUBBER H05E SECURED KITH — WIRE OR APPROVED TREE TIES DOUBLE STRAND WIRE ATTACHED TO END OF STRIPS (NOT AROUND TREE) OR APPROVED TREE TIES TWO WOOD STAKES SET 180 DEGREES APART FINISHED GRADE 3" OF 4" COMPACTED EARTH- - SAUCER (NOTE, IN PLANTING BED5, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM) EXISTING GRADE TILL EXISTING 501L REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL UNDISTURBED 501L TREE SECTION OF MULCH FIN15HEP GRADE VARIES „ YNIa■�.,,InI,,:�Mml�Amla� rWwrwrw•r� ®-�inoer.:eesseea■ PLANTING SOIL MIXTURE C TYPICAL PERENNIAL PLANTING SECTION ELEVATION NTS 51TE GANOPY GOVER 6ALGULATI0N5 51TEAREA - - - - - - - - - - 2.15AGRE5 10% REWIRED -- - - - - -- 119105F REMAINING TREE COVER - - - - - 256 5F PROPOSED DOVER- - - - - - - 22,488 5F I TWO TIMES BALL DIAMETER STRAIGHT V EDGE -MULCH NOTE: ALL SOIL IN PLANTING MM 15 TO BE TILLED TO THE DEPTH OF THE ROOT13ALL D TYPICAL BED EDGE SECTION ELEVATION NTS PARKING LAND50APE AREA GALGULATIONS PARKING AREA-- - - - - -- ... e - AREA PROVIDED - - - - - - - SET PLUMB FINISHED GRADE 3" OF MULCH — 3" COMPACTED EARTH SAUCER (NOTE: IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BED5 WITH 3" OF MULCH, MINIMUM) EXI5TING GRADE TILL EXI5TING SOIL REMOVE BURLAP FROM — TOP 1/3 OF ROOT BALL. ROUGHEN ROOTBALL FOR CONTAINER GROWN STOGK. 51954 5F 2591 5F 5560 5F r� "r ^tom i nA /I4���tr V" >.:5�;:.:�.� IIIIL�IIL�I��:�IIIII • EXISTING TREE I� 1 I I /DRIP I PLASTIC I FENCING - 40 INCH HIGH "INIERNAITIONAL ORANGE" PLASTIC (POLYETHHYLEW PIES FENGINS SEC,[RED To CONVVENTIORAL METAL 'T" OR V' POSTS, DIIRIVEN TO A MINIMUM DEPTH OF ICI INCHES5 ON 6-FOOT MINIMUM CENTERS. FENCE SHHALL BE INSTALLED AT THE ALONG TINE TREE DRIP LINE. SIDE VIEW NOTE. IF FENCING CANNOT BE INSTALLED AT DRIP LINE, INSTALL FENCING AS FAR A44AY FROM TRUNK AS P05SIBLE AND STILL ALLOW CONSTRUCTION ACTIVITY. SEE PLANS FOR CONSTRUCTION LIMITS. NOTE. LTREE PROTECTION SHALL BE INSTALLED PRIOR TO START OF GON5TRUCTION AND SHALL REMAIN IN PLACE UNTIL COMPLETION OF DEVELOPMENT SITE. 2. PRESERVATION AREAS SHALL BE PROTECTED FROM STORAGE AND /OR MOVEMENT OF HEAVY EOIIIPMENT. ation Plan Checklist Name: Conservation Plan Measure Description 1. The followine items shall be shown and identified on the nlan: • '1'rees to be preserved and protected. • Limits of clearing shown no closer than the outside drip -line, but not less than S feet from the face, of the trees to preserved and protected. • Location and type of protective fencing. • Detailed grading information in areas where grade changes may require tree wells or walls. • Tunneling or trenching proposed beyond the limits of clearing. 2. Markine State clearly on the plan that "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 tree marking has been installed by the contractor and inspected and approved by the County Engineering Department ". 3. Equipment Operation and Sloraee State clearly on the plan that "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 ". 4. Erosion Control Measures and Stormwater Management Facilities Temporary erosion control measures and /or permanent stormwater management facilities locations shall be coordinated such that they shall not adversely affect trees to be preserved and protected. 5. Fires State clearly on the plan that "Fires shall not be permitted within 100 feet of the outside drip -] ine of trees to be preserved and protected ". 6. Toxic Materials State clearly on the plan that "Toxic materials shall not be stored within 100 feet of the outside drip -line of trees to be preserved and protected ". 7. ProtectiveFencine Tree protective fencing shall be shown and identified on the plan for all trees that are to be preserved and protected and are located within 40 feet of a proposed building or land disturbing activity. State clearly on the plan that "No land disturbing activity shall begin until the tree protective fencing has been installed by the contractor and inspected and approved by the County Engineering Department". 8. Tree Wells When the ground level must be raised within the drip -line of a tree to be preserved and protected, the plan shall show, identify, and provide a detail for a tree well. 9. Tree Aralls When the ground level must be lowered within the drip -line of a tree to be preserved and protected, the plan shall show, identify, and provide a detail for a tree wall. 10. Trenching & Tutureling Indicate on the plan where trenching and tunneling will be necessary within the limits of tree protection or beyond the limits of clearing. State clearly on the plan that "When trenching for any kind of underground water, sewer, electrical, cable, telephone, or other utility service is necessary within the limits of tree protection or beyond the limits of clearing, the separation from the trunks of trees shall maximized to the furthest extent possible. Tunneling shall be required when deemed, by the County Engineer, that trenching will significantly damage feeder roots of trees to be preserved and protected ". amaeed.Trees & Compacted Root Zones State clearly on the plan that "Any damage to the crown, trunk, or root system of any tree to be preserved and protected shall be repaired immediately, in accordance with the practices in the Erosion & Sediment Control Handbook. Care for serious injuries shall be prescribed by a professional forester or tree specialist. State clearly on the plan drat "Soils which have been compacted, over the root zones oftrees to be preserved and protected, shall be aerated by punching holes with an iron bar every 18" over the root zone. The bar steal I be driven 12" deep and moved back and forth in each hole until the soil is loosened ". ❑ 12. Removal of Temporary Protective Measures State clearly on the plan that "Tree protective measures shall be the last of the temporary erosion Control plan measures removed during the final clean -up ". Completed By: Desianer Date PRELIMINARY NOT FOR CONSTRUCTION REVISIONS BY 11 -22 -06 PAD CU a- (3) Q U CA 0 Q Of (0 Y I 0 mc U) ) -C 0 > m T C 0 O U N CIO (B Q C U C/1 � V c-)� Q u f z[a Q g rn ON Z �y } rl�].cd+N _ b a°ri x7 cC El P Wv�'�wa PL^ rye O 4.J .R O �O WW Gad N a LPDA DATE: 6-8-06 SCALE: DRAWN BY. RAD TITLE: Landscape Plen SHEET NO: L2.0 Luminalre Location Summary SegNo Label X Y Z Orient Tilt i A4HS 11490214.25 3916974.25 20 325.151 0 2 A4HS 11490214.75 3916889.5 20 34.54 0 3 A4HS 11490253.25 3917030.75 20 324.964 0 4 R3 11490305.75 3917093.75 10 144.728 0 5 R3 11490306.25 3917090.25 10 233.13 0 6 R3 11490316.75 3917109.25 10 144.728 0 7 R3 11490321.75 3917079.25 10 233.13 0 8 A3HS 11490326.5 3917072 20 234.077 0 9 A4HS 11490328.75 3916793.75 20 57.456 0 i 0 A32 11490361 3916970.25 20 54.123 0 11 R3 11490392.75 3917216.75 10 145.176 0 12 R3 11490403.75 3917232.25 10 145.176 0 13 A31HS 11490407.75 3916845.75 20 144.058 0 14 A2 11490422 3917107.75 20 323.918 0 15 A31HS 11490449.25 3916898 20 144.058 0 16 A32 11490450.75 3917033.5 20 58.989 0 17 R3 11490458.25 3917170.75 10 325.008 0 18 R3 11490469.25 3917186.25 10 325.008 0 19 A2HS 11490484.75 3916962 20 144.058 0 20 A32 11490502.75 3917117.75 20 58.989 0 21 A2HS 11490535.25 3917039 20 144.058 0 PF IN CONC. Numeric Summary Label CalcType Units Avg Max Min Avg /Min Max /Min SITE Illuminance Fc 1.29 12.4 0,0 N.A. N.A. Statistical Area Summary Label Avg Max Min Avg /Min Max /Min TYP PARKING LOT 2.94 10.5 0.9 3.27 11.67 WACHOVIA RIO ROAD LUMINAIRE SCHEDULE TYP SYMBOLM DESCRIPTION LUMENS L F p 2 KIM LIGHTING, 1A /AR2 25OMH120 DB -P HS ❑ 23000 1.00 A4HS Q KIM LIGHTING, 1A /AR4 /250MH120 /DB -P /HS 4 23000 1.00 A HS KIM LIGHTING, 1A/AR3/25OMH120 DB -P /HS 3 23000 1.00 A32 KIM LIGHTING, 28/AR3 /25OMH120 /DB -P g 3 23000 1.00 A2 s KIM LIGHTING, 10 /AR2 /25OMH120 /DB -P 1 1.00 23000 R3 8 BEGA, 6387MH 1.00 16 1 8800 1 FIXTURES MOUNTED ON MUM" POLE R3 FIXTURES MOUNTED ON WALL TEN FOOT AFF o 0. o, o o O, 0. . O 0. O. . 0 O D 0 . 0. 0 O O. 0. ° O d. ° O O. . O. D O. . D O. o o . O. O. o. a p . a 0 0. o o- ° a D. n o. o o. a o. 0 o o. a o o. o. a o o. p O p O. a O. ° . O. o o. O a . a o O D O. a o o a D 0. 0 0. a o. o. . a o 0o . 0 p O. a o . a p O. . a O O O. O D. . O O: o D O. 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O O. p O. o p O. o o ° o o. a 0 . O. p O. 0. . ° 0 o O . 0 o D. 0 0. 0 O O. 0 0 . a 0 0 NOT FOR CONSTRUCTION 0 z z z a z z � W H p w Vf Q o 0 CD o 2 't J Z Uj N Q J z 0 Z O XXQ uw+ V. 0_ 0 orn� _z Lbw xwo��0 l7 Z�`'Y t�O ,kw O O U N OD 00 = N Z 0 (Y zt Ln N J 00 �r d Z1 40: ■ 0 Q O Z O NON w O Z C1. La O J � � CL LU Z O t 'w Y z W Q J _ • W 00 V a= PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 07/05/06 DRAWN BY: BJW /DMK CHECKED BY: DMK HURTOIQ� PROFFITT SHEET N0. SL 1.0 CX/ TREE PR07FCTION THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. SAWCUT EXISTING PAVEMENT 509.7 P+ \ Oh 0 q7 e/ �Q.O� `P� / /e SAWCUT EXISTING / Z) 50° PAVEMENT / ^ 1 < ry / � e SHOPPING CENTER ASSOCIATES TM# 61 -133 D.B. 1536, PG. 262 / SA'WCUT EAIS77NG PROTECT EXIS77NG I EXISTING LIGHT h ^° 0.05 TBC PAVEMENT SANITARY MANHOLE I TO REMAIN ELEC. Box EXISTING LIGHT POLE \ -------------------------- -- - - - - - -- N / /ar iPF f IPF W /CAP - ROP - - CONOI ➢Y BOX - - - - - - - _ .;I VIRGINIA ELECTRIC AND POWER M - I / - - MAINTENANCE EASEMENT' - - - - f a 1 - / D.B. 525, PG. 473- U I PAVEMENT , 8" PVC SS SS - S TT EXISTING TO REMAIN " / �., - SS �- ,,EXIS77NG STORM PAVEMEN 5 °6 T\ STRUCTURE TO BE REMOI/ED SAWCUT EXIS77NG 5p4SAd1!CUT ANb I 509.76 p6- ; _ PAVEMENT REMOVE 41 LF OF 7 qSP CURB 11 5 - - - - - ' /'\ 505.03 TBC H \ \! =; EXIS'`T7NG CURB EXISTING PAVEMENT, \„ s. �C AND GUTTER CURB A$D GUTTER TO °� F BE REMOVED AND p \\ XISTINIG DISPd D OF OFFSITE PA I/EMEENT CURB UNABLE TO ; I AND GUITTER TO " ; DETERMINE E TINA'DON If 1\ BE REM40VED AND ANSFORM I r _ �5 +509.7 G DISPOSEED OF PAVEMENT 6 TBC EXI 77NG 'PRE TO E REMOVEb XISTING 11 OFFSITE- TO REMAIN caSa.iHC PROPERTY UNE TO 11 536' so3 3- z4 I f IPF IN CONE. 30" PUMPH BE VA CA TEL \I- -504 TA# OVIA S DRIVE , WACHOVIA BANNK NATIONAL ASSOCI TES THRU 11 BY SUCCESSAVE MERGER$ AREA EyElSJ7 IG 1RE� / ZONED: GG/ElEC A PTO REMAIN IIEBI L STY 73.2 IPF IN e / oNC. / UDS FOR 1 STY BRICK BLDG. BENCH MARK: I GAS TANKS °O` 6' �' F.F. E2V.3504,54 CONTROL NAIL #4 ,09 ..• ,:. ELEVATION- 508.65 73.2' DATUM NAVD 88 (GEOID 03) / // IPF IN, i' °o c. EXIS77NG PAVEMENT, 506.97 TBICURB AND GUTTER TO Sc ' BE REMOVED AND DISPOSED OF OFFSITE COVERED AREA , GAS PUMPS IPF ' CONC. LEGEND ®IPF IRON PIN FOUND 0 P IRON PIN SET ® WELL m ELECTRIC POLE © ELECTRIC MANHOLE ❑ ELECTRIC PEUSTAL GUY WIRE TELEPHONE POLE o TELEPHONE PEDESTAL F.F. ELEV. 'A'=504-72 TELEPHONE MARKER TELEPHONE MANHOLE co CLEANOUT ® WATER METER wV WATER VALVE oQ STORM MANHOLE Os SANITARY MANHOLE FIRE HYDRANT e LIGHT POLE -7F-EDGE OF PAVEMENT EDGE OF GRAVEL EDGE OF CONCRETE - - CREEK a GAS VALVE © GAS METER AIM GAS MARKER BENCHMARK -� SIGN p WELL n e m GUARDRAIL ^M�EDGE OF WOODS -x -x- FENCE -OH E- OVERHEAD ELECTRIC -OH T- OVERHEAD TELEPHONE -OH cTv- OVERHEAD CABLE TV -uG cTv -UG CABLE TELEVISION -UG E -UG ELECTRIC LINE -UG FO -UG FIBER OPTIC LINE -UG G -UG GAS LINE -ss -UG SAN. SEWER LINE _UG T -UG TELEPHONE LINE -W -UG WATER LINE 0 CONCRETE ® BRICK CX/ TREE PR07FCTION THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. SAWCUT EXISTING PAVEMENT 509.7 P+ \ Oh 0 q7 e/ �Q.O� `P� / /e SAWCUT EXISTING / Z) 50° PAVEMENT / ^ 1 < ry / � e SHOPPING CENTER ASSOCIATES TM# 61 -133 D.B. 1536, PG. 262 / SA'WCUT EAIS77NG PROTECT EXIS77NG I EXISTING LIGHT h ^° 0.05 TBC PAVEMENT SANITARY MANHOLE I TO REMAIN ELEC. Box EXISTING LIGHT POLE \ -------------------------- -- - - - - - -- N / /ar iPF f IPF W /CAP - ROP - - CONOI ➢Y BOX - - - - - - - _ .;I VIRGINIA ELECTRIC AND POWER M - I / - - MAINTENANCE EASEMENT' - - - - f a 1 - / D.B. 525, PG. 473- U I PAVEMENT , 8" PVC SS SS - S TT EXISTING TO REMAIN " / �., - SS �- ,,EXIS77NG STORM PAVEMEN 5 °6 T\ STRUCTURE TO BE REMOI/ED SAWCUT EXIS77NG 5p4SAd1!CUT ANb I 509.76 p6- ; _ PAVEMENT REMOVE 41 LF OF 7 qSP CURB 11 5 - - - - - ' /'\ 505.03 TBC H \ \! =; EXIS'`T7NG CURB EXISTING PAVEMENT, \„ s. �C AND GUTTER CURB A$D GUTTER TO °� F BE REMOVED AND p \\ XISTINIG DISPd D OF OFFSITE PA I/EMEENT CURB UNABLE TO ; I AND GUITTER TO " ; DETERMINE E TINA'DON If 1\ BE REM40VED AND ANSFORM I r _ �5 +509.7 G DISPOSEED OF PAVEMENT 6 TBC EXI 77NG 'PRE TO E REMOVEb XISTING 11 OFFSITE- TO REMAIN caSa.iHC PROPERTY UNE TO 11 536' so3 3- z4 I f IPF IN CONE. 30" PUMPH BE VA CA TEL \I- -504 TA# OVIA S DRIVE , WACHOVIA BANNK NATIONAL ASSOCI TES THRU 11 BY SUCCESSAVE MERGER$ AREA EyElSJ7 IG 1RE� / ZONED: GG/ElEC A PTO REMAIN IIEBI L STY 73.2 IPF IN e / oNC. / UDS FOR 1 STY BRICK BLDG. BENCH MARK: I GAS TANKS °O` 6' �' F.F. E2V.3504,54 CONTROL NAIL #4 ,09 ..• ,:. ELEVATION- 508.65 73.2' DATUM NAVD 88 (GEOID 03) / // IPF IN, i' °o c. EXIS77NG PAVEMENT, 506.97 TBICURB AND GUTTER TO Sc ' BE REMOVED AND DISPOSED OF OFFSITE COVERED AREA , GAS PUMPS IPF ' CONC. DEMOLITION LEGEND STY LIMITS OF DEMOLIT70N/CONS7RUCT70N TO BE REMOVED /DEMOLISHED (TBR) - - - -- SAWCUT x77?EE TO BE REMOVED TBR TO BE REMOVED CX/ TREE PR07FCTION THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. SAWCUT EXISTING PAVEMENT 509.7 P+ \ Oh 0 q7 e/ �Q.O� `P� / /e SAWCUT EXISTING / Z) 50° PAVEMENT / ^ 1 < ry / � e SHOPPING CENTER ASSOCIATES TM# 61 -133 D.B. 1536, PG. 262 / SA'WCUT EAIS77NG PROTECT EXIS77NG I EXISTING LIGHT h ^° 0.05 TBC PAVEMENT SANITARY MANHOLE I TO REMAIN ELEC. Box EXISTING LIGHT POLE \ -------------------------- -- - - - - - -- N / /ar iPF f IPF W /CAP - ROP - - CONOI ➢Y BOX - - - - - - - _ .;I VIRGINIA ELECTRIC AND POWER M - I / - - MAINTENANCE EASEMENT' - - - - f a 1 - / D.B. 525, PG. 473- U I PAVEMENT , 8" PVC SS SS - S TT EXISTING TO REMAIN " / �., - SS �- ,,EXIS77NG STORM PAVEMEN 5 °6 T\ STRUCTURE TO BE REMOI/ED SAWCUT EXIS77NG 5p4SAd1!CUT ANb I 509.76 p6- ; _ PAVEMENT REMOVE 41 LF OF 7 qSP CURB 11 5 - - - - - ' /'\ 505.03 TBC H \ \! =; EXIS'`T7NG CURB EXISTING PAVEMENT, \„ s. �C AND GUTTER CURB A$D GUTTER TO °� F BE REMOVED AND p \\ XISTINIG DISPd D OF OFFSITE PA I/EMEENT CURB UNABLE TO ; I AND GUITTER TO " ; DETERMINE E TINA'DON If 1\ BE REM40VED AND ANSFORM I r _ �5 +509.7 G DISPOSEED OF PAVEMENT 6 TBC EXI 77NG 'PRE TO E REMOVEb XISTING 11 OFFSITE- TO REMAIN caSa.iHC PROPERTY UNE TO 11 536' so3 3- z4 I f IPF IN CONE. 30" PUMPH BE VA CA TEL \I- -504 TA# OVIA S DRIVE , WACHOVIA BANNK NATIONAL ASSOCI TES THRU 11 BY SUCCESSAVE MERGER$ AREA EyElSJ7 IG 1RE� / ZONED: GG/ElEC A PTO REMAIN IIEBI L STY 73.2 IPF IN e / oNC. / UDS FOR 1 STY BRICK BLDG. BENCH MARK: I GAS TANKS °O` 6' �' F.F. E2V.3504,54 CONTROL NAIL #4 ,09 ..• ,:. ELEVATION- 508.65 73.2' DATUM NAVD 88 (GEOID 03) / // IPF IN, i' °o c. EXIS77NG PAVEMENT, 506.97 TBICURB AND GUTTER TO Sc ' BE REMOVED AND DISPOSED OF OFFSITE COVERED AREA , GAS PUMPS IPF ' CONC. 11 STY 511.2 ANDING 40" - _ BRICK BLDG. F.F. ELEV. 'A'=504-72 I F.F. ELEV. 'B'= 518.08 w TO BE 11 e 517 N wG B ;I -, 3 \\ 11 W_ _ _ _ _ _504_ _ _ _ _ - _ _ AIM 503' 3. 2.4 ;' p EXISTING STORM _ 'TOOP ELEV.-505,6 ,h5 �N ,\ LINE TO BE REMOVED 536 PAVEMENT ; 1 mg _ ..so TO REMAIN I 1 STY BLOCK DG. \\ SAWCUT EXIS G , PAVEMENT 503.72 TBC / w 5,N C I I= I EXI'IS77NG STORM a�G° a \- STIRUCTURE TO BE (F\ sO3.47 BC I W g m I _5p2- \\ VED WXIS WATER METER ' If o WOODEN iENCE EXISTING •�1, PER PLANS XIS77NG STORM I ' sPr T PROPERTY - - - _ _ _ _ _ _ l - - - - _ _ _ _ - - STRUCTURE TO BE l LINE TO BE W ® REMOVED IS STORM UNABLE TI) sot- _ TM# 61 -12,2A VACATED STRUICTURE TO BE DESTINATION ( ( -\ "'5°0 - - -SAMUEL J: JOSEPH. JR. 11 DEREMOVED -' - AND JANET A JOSEPH A :ZONED: C1/EC /_ r .3-CF O X500 -� ' - _ - - 500 - _ - - - - - - - - - _ /� \ ss� corvc. EXlS7.7NG WATER ISTING / J/► EXIS77NG PAVEMENT, EXIS77NG STORM 'op PAD LINE TO RE - - - - - _ _ - _ BUILDINGS TO BE I� CURB AND GUTTER O� - - - - - -TBR REMOVED '4ss REMOVED / 11 LINE TO BE_ - - - -49B- _ _ TO BE- REMOVED- - - - -- - -- SAWCUT, EXIS77NG- SEMI NOLE TRAIL PAVEMENT U.S. RIt. 29 (N.B.L.) \SO (VARIAB4 WIDTH R /W) S, NOTES.- 1. THIS TOPOGRAPHY HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE DATED APRIL 1, 2005 AND THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. 2. THIS TOPOGRAPHY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT, THEREFORE, NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 3. THE AREA SHOWN HEREON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT LOCATED WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS SHOWN ON COMMUNITY -PANEL MAP #51003CO278D DATED FEBRUARY 5, 2005. 4. THIS PROPERTY IS SUBJECT TO RESTRICTIONS REFERRED TO IN D.B. 355, PG. 465 OF THE CIRCUIT COURT CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA 5. PROPERTY LINES SHOWN HEREON ARE FROM RECORD INFORMATION AND HAVE ONLY BEEN TIED DOWN IN THE FIELD ADEQUATELY ENOUGH TO USE FOR GENERAL INFORMATION PURPOSES ONLY. NO BOUNDARY SURVEY HAS BEEN PERFORMED AT THIS TIME. 6. THE SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT AREA THAT MAY NOT BE SHOWN HEREON. THE OWNER /CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MISS UTILITY 1- 800 - 522 -7001 REQUEST A 48 HOUR EXCAVATION TICKET BEFORE STARTING OF EXCAVATION /GROUND DISTURBANCE OF ANY KIND. I t ft OVED AND DISPOSED OF 496 - w� '4s4 I IPF OFFSl1E O _a9A- W - _� 1/4" IP- F PER PLANS /-\ - _- "Exl$RNG 'Y STING A HtDRANT� ?� WATER VALVE 'A' - -- - - -- - -- __---- �8= R02 - - - -A' -- . - - - -- IIY- \24 "RCP SAWCUT EXISTING, \I PAVEMENT 0 DEMOLITION NOTES: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PERMIT FROM ALBEMARLE COUNTY. 2. ALL EXCESS AND UNSUIITABLE MATERIAL TO BE DISPOSED OF BY CONTRACTOR, NO BURNING IS ALLOWED ONSITE. 3. CONTRACTOR RESPONSIBILE FOR COORDINATION WITH ALL APPLICABLE UTILITY CONMPANIES AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATIOM OF EXISTING UTILITIES. 4. UNDERGROUND UTILITIES NOT VERIFIED IN FIELD. NOT ALL UNDERGROUND UTILITIES MAY BE SHOWM. 5. CONTRACTOR TO SUPPLW ALBEMARLE COUNTY WITH THE NAME AND CERTIFICATION NUMBER (OF THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTUREBANCE BOND AT THE AMOUNT SET BY ALBEMARLE COUNTY WHEN OBTAINING THE LAND DISTURBANCE PERMIT. 6. CONTRACTOR RESPONSIB3LE FOR OBTAINING ALL NECESSARY PERMITS, BONDS, AND FEES AT HIS EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWNIER. CONTRACTOR SHALL COORDINATE WITH OWNER. 7. CONTRACTOR TO NOTIFY' ENGINEER AND APPLICABLE UTILITY SERVICE PROVIDER OF ANY CONFLICTS WITH UNDERGROUND UTILITIES. 8. ALL EXISTING PAVEMENT AND CURB & GUTTER WITHIN THE LIMITS OF CONSTRUCTION SHALL BEE REMOVED AND DISPOSED OFF-SITE. 9. CONTRACTOR TO COORDINATE WITH VDOT 48 HOURS PRIOR TO CONSTRUCTION WITHIN MIGHT OF WAY OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD (ROUTE 631). 10. REFER TO SUBDIVISION FLAT BY HURT & PROFFITT, INC. FOR VACATION OF LOT LINES. 11. CONTRACTOR TO PROTECT EXISTING SANITARY SEWER MANHOLES AND CONVEYANCE LINES SCHEDULED TO REMAIN AND WATER METER. CONTRACTOR TO COORDINATE ANY ADJUSTMENTS IN THE FIELD WITH THE ENGINEER. 30 15 0 30 60 GRAPHIC SCALE- IN FEET PRELI M I NARY NOT FOR CONSTRUCTION PER COUNTY TS 0 z z Q S a A A T. Q > w _ p w w ^ 0 l t7 wN�zx z O z O Q UL W Im d w * �O \O G 0 Z �t. ^ O z u III: L% L=J N W 00 N 2 O If* In Ln _jOmm v N J 00 ".1 '-p e z O a g Qz a O� z �- O O O Q O u mi cl CL ix O Q z w W j< 99 j O (A LL. 11144 low z Q v O z in W O mi J W z d Q x 2 W V PROJECT NO. 20050260 G.L. NO. 151.15 -D4,7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR /RKW 11� LTH 0 Q RAINA A. ROSADO No. 038196 01/05107 HURT PROFFITT SHEET N0. C 1.0 WACHOVIA BANK AND SHOPS AT RIO ROAD AERIAL VIEW G T M CHARLOTTESVILLE, VA DATE: 7 -14 -06 PROJECT NO: 05.0184 NOT FOR CONSTRUCTION 7735 OLD GEORGETOWN ROAD, SUITE 700, BETHESDA, MD 20814 - TEL: (240) 333 -2000 - FAX: (240) 333 -2001 f/c�-fl6 iz c�.v.uE ea9Pr6w, avam°L`w. f weas ` -..�, . w�, eNr•�e _.�,c�. .y max.•.. ACNn SIGN SIGN SIGN SIGN ��IGN [L © 7, 1 ` FREEMAN MORGAN 77 "= c.N,..,..,.N9.�P. a9.. a<.9.9,..,,P. architects ELEVATION - ROUTE 29 SIDE 9JI,F 301 l�[L ((60 jy L2�f'2100 + •YAK ' � DM,Gt �4Wti CE.G.O 6FIIX PMAPE• K. n+C x...„ P. - _ -SIGN ti r SIDE ELEVATION FACING WACHOVIA BANK [SOUTH) RIO ROAD ELEVATION INORTHI Q --- -- - - SIGN SIGN SIGN ! SIGN SIGN _ -- SIGN _ v�iv n.6%u°u'n�:. w,.ua+a: °CS`n�P —c_s, .,cn�e_� •� ^..un w. .c+�c.nn. Po�nm a- `.a�6`aeeo ,flE a.6a ELEVATION - PARKING LOT SIDE THE SHOPS AT RIO ROAD M�niteCN Z Q ALBEMARLE, VIRGINIA _o O 7229 E(:6EST AVENUE ~ W SUITE 209 Q` W nCN D. VA. 21229 > O a" TEL 60t 262 -9200 EAJt, 60. 262 -6262 J 2� w �E Y 07ss �I 03/J0101 'us- 20p66:: vearN, A3.1 n°VO° Sgn C<Mnge M 41,/7 ffmml MEMO NEE I ._ �11111�111 '�l .111111 II_I�I 111 � EXISTING ELEVATION I.IGIS/AAT)TdT — Al DDDT A!` —QT DD— D1/ A00— MTAi1TDIATT PROPOSED WACHOVIA BANK FRONT ELEVATION (WEST) SCALE: 1/8" = 1' -0" III lit e: EXISTING ELEVATION SIMILAR IMAGE/DETAIL - CANOPY PROPOSED WACHOVIA BANK SIDE ELEVATION (NORTH) SCALE: 1/8" = 1' -0" WACHOVIA BANK AND SHOPS AT RIO ROAD G T M CHARLOTTESVILLE, VA DATE: 7 -14 -06 PROJECT NO: 05.0184 NOT FOR CONSTRUCTION 7735 OLD GEORGETOWN ROAD, SUITE 700, BETHESDA, MD 20814 - TEL: (240) 333 -2000 - FAX: (240) 333 -2001 1IN 111M1111.111 I I 11-1 M EXISTING BANK ELEVATION NOT TO SCALE REPLACE EXISTING BRICK PANEL WITH GLASS CURTAIN WALL /T— NEW METAL CLAD ATM CANOPY NEW GLASS STOREFRONT DOOR NTH SIDELIGHT AND TRANSOM NEW METAL CLAD ENTRANCE CANOPY PROPOSED WACHOVIA BANK REAR ELEVATION SCALE: 1/16" DLJnTrIt--%DADLJ nC CVIQTIAIt% DCAD CI M/ATION EXTERIOR PERSPECTIVE OF THE REAR ELEVATION NOT TO SCALE Drawing Title: ELEVATIONS Project Nome: WACHOVIA - EXTERIOR RENOVATION FASHION SQUARE — 1625 SEMINOLE SQUARE ALBEMARLE COUNTY, VIRGINIA HEYWARD BOYD ARCHITECTS, P.C. Referenced Sheet #: 111 West High Street Charlottesville, Virginia 22902 ARB-1 434 - 296 -5353 Fax - 971 -6634 Project Number: Scale NOTED I INN NEW GLASS STOREFRONT DOOR NTH SIDELIGHT AND TRANSOM NEW METAL CLAD ENTRANCE CANOPY PROPOSED WACHOVIA BANK REAR ELEVATION SCALE: 1/16" DLJnTrIt--%DADLJ nC CVIQTIAIt% DCAD CI M/ATION EXTERIOR PERSPECTIVE OF THE REAR ELEVATION NOT TO SCALE Drawing Title: ELEVATIONS Project Nome: WACHOVIA - EXTERIOR RENOVATION FASHION SQUARE — 1625 SEMINOLE SQUARE ALBEMARLE COUNTY, VIRGINIA HEYWARD BOYD ARCHITECTS, P.C. Referenced Sheet #: 111 West High Street Charlottesville, Virginia 22902 ARB-1 434 - 296 -5353 Fax - 971 -6634 Project Number: Scale NOTED Dote: Drown By 08 -31 -2006 SH 0603.05 PROPOSED SITE PLAN SCALE: 1" = 40' -0" U.S. RTE. 29 NOTE: MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDORS NjYI ISTING 3E LINE WACHOVIA BANK AND SHOPS AT RIO ROAD G T M A R C HI T E C T S CHARLOTTESVILLE, VA DATE: 11 -8 -06 PROJECT NO: 05.0184 NOT FOR CONSTRUCTION 7735 OLD GEORGETOWN ROAD, SUITE 700, BETHESDA, MD 20814 - TEL: (240) 333 -2000 - FAX: (240) 333 -2001 11 I Cab "IA) m� T.O. PARAPET EL. 24' -O" (EL. 20' -C" AT END UNITS) RT. 2c; HVAG O TYPICAL SECTION @ PARAPET I SCALE: 1/8"= 1' -0" MAX. ROOFTOP UNIT APPROX. 4' -6' X 5 -O MECHANICAL EQUIPMENT 5HALL NOT BE V151BLE FROM THE ENTRANCE CORRIDOR5. - -� 5-O 4'-6 " ROOF 5TRUCTURE RETAIL AREA 14' -611 HVAG TYP. PARAPET T.O. TYP. STOREFRONT EL. 10' -O" EA5T PARKING LOT WACHOVIA BANK AND SHOPS AT RIO ROAD G T M 4 T T FF C' T S CHARLOTTESVILLE, VA DATE: 11 -8 -06 PROJECT NO: 05.0184 NOT FOR CONSTRUCTION 7735 OLD GEORGETOWN ROAD, SUITE 700, BETHESDA, MD 20814 - TEL: (240) 333 -2000 - FAX: (240) 333 -2001 O iWACHOVIA TENANT 1 �TENANT2 u EXTERNALLY LIT SIGN, SEE CHART BELONI FOR DOLOR SCHEME, TYP. • g —II" fl *_ O TENANT I TENANT 2 = TENANT 3 0 TENANT 4 TENANT 5 O 0� I O' -4" \ 32 S.F. TOTAL 516NA6E (TYF. EACH SIDE) X32 5.F. TOTAL 516NAGE (TYP. EACH SIDE) \ "32 5.F. TOTAL 516NA&E (TYP. EACH SIDE) BRICK BASE TO MATCH RETAIL 3LD6., TYP. BRICK BASE TO MATCH RETAIL B�D6., TY ". O RIO RD. SIGN ELEVATION END ELEV. O RT. 29 ENTRY SIGN ELEVATION END ELEV. O RT. 29 WACHOVIA SIGN ELEVATION END ELEV. 3 SCALE: 1/4"= 1' -0" SCALE: 1/4"= 1' -0" SCALE: 1/4"= 1' -0" EXTERNAL LIGHTING: B —K L16HTIN6 MONUMENT SIGN COLOR S "MICRO57AR" FTD(20W) 28i FLOOD (MR11), BRONZE, (2) PER EACH SIDE. CHEME ■ BLUE (FANTONE #280M) GOLD (FANTONE #12clM) WHITE AACHOVIA SILVER, (FAN —ONE COOL &RAY #3C) WACHOVIA BANK AND SHOPS AT RIO ROAD G T M A i--e ( H TTF (- T CHARLOTTESVILLE, VA DATE: 11 -8 -06 PROJECT NO: 05.0184 NOT FOR CONSTRUCTION 7735 OLD GEORGETOWN ROAD, SUITE 700, BETHESDA, MD 20814 - TEL: (240) 333 -2000 - FAX: (240) 333 -2001 Ar& 06 !!�Z VIEW FROM RTE. 29 WACHOVIA BANK AND SHOPS AT RIO ROAD G T M CHARLOTTESVILLE, VA DATE: 7 -14 -06 PROJECT NO: 05.0184 NOT FOR CONSTRUCTION 7735 OLD GEORGETOWN ROAD, SUITE 700, BETHESDA, MD 20814 - TEL: (240) 333 -2000 - FAX: (240) 33 -2001 �/�16 /c CORNER VIEW FROM RTE. 29 AND RIO ROAD WACHOVIA BANK AND SHOPS AT RIO ROAD G T M ' F� E C T e CHARLOTTESVILLE, VA DATE: 7 -14 -06 PROJECT NO: 05.0184 NOT FOR CONSTRUCTION 7735 OLD GEORGETOWN ROAD, SUITE 700, BETHESDA, MD 20814 - TEL: (240) 333 -2000 - FAX: (240) 333 -2001 � /�1G �_ BENCH MARK: CONTROL NAJL #4 ELEVA'n(M- 51CF,6!; DATI.Im NAVD sa (cEOAr� as' I ji d p. & HHHSL 3 0VERLAP A REA THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 -552 -7001 AND ADVISE THE NATU AND LOCATION OF THE WORK. (VARIABLE WIDTH R /W) PHASE 2 0 VERL A P AREA -Z0/-VE-1- - --a _ PHASING LEGEND -- :OO��Fffi'IIIIIIR'dlEk�:��£8� 'NR L�ID'i�J�IHM LiI�i#3 tV )N.' €Ll�' I ?: wB�s, �:- °T�J:acrre��ucBr,6ArimrcA�rl-:�� 6'i� SE 1 PHASE 2 PHASE 3 W z E Q z a ^ ^ z z � W C � W W V I Q O O u- W N - Q j z . O z Q o z L6 a ZwONnO O Q1 ONSTRU T7 0N PHASING NO S *"' �I u g = ��`' 00 0�0 Z N Z 0 'v 'T GENERAL: - N 0000 `my `Mt 774E PRO✓ CT SHALL BE CONS7RUC7FD IN ACCORDANCE WITH THE LISTED PHASES AND STAGING ja UNLESS D RECTED OTHERWISE IN WRITING BY 774E ENGINEER. VEHICULAR INGRESS /EGRESS TO THE EXIS77NG VACHOVIA MUST BE MAINTAINED AT ALL 77MES AT EITHER EXIS77NG EN7RANCE. OVERLAP LL IN CONS7RUCTION PHASES WILL BE NECESSARY IN THE AREA OF THE NEW ENTRANCE ALONG R7E 29 AND 711E PROPOSED BUILDING TO ACCOMMODATE THE CONS77?UC77ON OF 774E PROPOSED BUILDING, EN7RANCE AND STORM SEWER SYSTEMM. THE CONTRACTOR SHALL SUBMIT TO THE OWNER/ENGINEER FOR APPROVAL, A SCHEDULE SHOWING WORK TO 9E ACCOMPLISHED IN EACH CONSTRUCTION PHASE AND TRAFFIC CONTROL. A LAND �STURBING PERMIT MUST BE ACQUIRED PRIOR TO ANY DEMOL177ON OR CONSTRUCTI0N ACTT VI77E FOR THE N77RE PROJECT. INSTALLA710N. RA1NA A. ROSADO No. 038196 01/05/07 HURTw NOT FOR CONSTRUCTION LPROFFITT 30 15 0 30 60 GRAPHIC SCALE AN FEET SHEET NO. 1 1 06 26 06 PER COUNTY COMMENTS C 290 2 1 2 1011041071 PER COUNTY COMMENTS PHASE 1: O z ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENT PERMITS FOR OFFSI7F CONSTRUCTION ° IN OT RIGHT OF WAY AND ADJACENT PROPERTIES t 1. COORDINATE WITH THE OWNER FOR VEHICULAR AND PEDES77?IAN CHANNELIZING, TRAFFIC FLO AND CON7ROL PER THE APPROVED CONSTRUCTION SEQUENCE SCHEDULE. 2. INST ILL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES o ` J. INSTALL TEMPORARY TRAFFIC CON7ROL MEASURES 4. DEM LIT70N OF EXIS77NG HARDSCAPE (e.g. CURB & GUTTER, PAVEMENT, SIDEWALKS, ETC.) 5. INSTALL PROPOSED UNDERGROUND UTILITIES, FIL7ERRA WATER QUALITY STRUCTURES (WITH INLET PRO7EC77ON), DETEN77ON SYSTEM COMPONENTS AND 77E -1N TO EXIS77NG SYS7FM. z 6. CON 7RUCT RETAINING WALL, SIDEWALKS, HANDICAP RAMPS, EXTERIOR CONCRETE STAIRS AND RAILING, CURB & GUTTER, SIDEWALKS AND BASE COURSE FOR PAVING WITH SEAL 7. COA . INSTALL LANDSCAPING ON THE EAST SOUTY, AND WEST SIDES OF ZONE 1 O CON 7RUC770N AREA AS SHOWN ON THIS SHEET. LANDSCAPING ON THE NORTH SIDE OF 774E "HASE 1 CONSTRUCTION AREA TO BE INSTALLED DURING PHASE 3 CONSTRUCTION. STA ILIZE DISTURBED AREAS WITH PERMANENT SEEDING AND MULCHING. WI W 9. REMOVE TEMPORARY 7RAFFIC CONTROLS. O ui PHASE 2: ACQUIRE ALL TEMPORARY CONSTRUCT70N EASEMENTS AND EN7RANCE CONS77?UCT7ON PERMITS W FOR 9FFS1 7E CONS 7RUC77ON IN VDOT RIGHT OF WAY. u m 1. COD DINATE WI7N THE OWNER FOR VEHICULAR CHANNELIZING AND 77RAFFIC FLOW PER THE APPROVED CONSTRUC77ON SEQUENCE SCHEDULE. 0 O 2. INSTALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. z J. INSTALL TEMPORARY TRAFFIC CONTROL MEASURES. w 4. DEMC LITION OF EXISTING HARDSCAPE (E. G. CURB & GUT7FR, PAVEMENT, SIDEWALKS, ETC.) low 5. INST LL UNDERGROUND U77LI77ES, FINAL DE7EN770N SYSTEM COMPONENTS, WATER SERVICE V 77E-IV TO EXIS77NG SERVICE, PIPE AND METER BOX. ALL U77LI77ES INTERRUPTIONS MUST BE ° APP OVED BY 7HE OWNER IN WRITING PRIOR TO COMMENCEMENT OF ANY DEMOL1770M OR a CONS 7RUC770N. Z 6. CONS TRUCT SIDEWALKS, PAVING AND CURB AND GUTTER. 6. STAB'LIZE DISTURBED AREAS WITH PERMANENT SEEDING AND MULCHING. ° 7 REMC VE TEMPORARY 7RAFFIC CONTROLS. 0 W PHASE 3. ACQ IRE ALL TEMPORARY CONSTRUCTION EASEMENTS AND EN7RANCE CONSTRUC77ON PERMITS FOR FFSITE CONSTRUCTION IN VDOT RIGHT OF WAY. °j I. C00 DINA7E WITH THE OWNER FOR VEHICULAR CHANNELIZING AND 7RAFFIC FLOW PER 7HE w APPROVED CONSTRUC77ON SEQUENCE SCHEDULE 2 INST4 LL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. W J. INST LL TEMPORARY TRAFFIC CONTROL MEASURES 4. DEM LI77ON OF EXIS77NG HARDSCAPE (E.G. BUILDINGS, CURB & GUTTER, PAVEMENT, SIDEWALKS, 5. ETC.) BEGIN EARTHWORK AND UTILITY O O CONSTRUCTION, INSTALL ADDITIONAL EROSION AND SEDIMENT CON OL MEASURES (E.G. DIVERSIONS AND INLET PR07ECT70N DEVICES) AS EARTHWORK AND 0 0 STORW SEWER C0NSTRUC710N PROGRESSES. mi 6. BUILLIING AND U77LITY SERVCE CONSTRUCTION. 7 INST LL FIL7ERRA WATER QUALITY DEVICES UPON COMPLE77ON OF BUILDING AND U77LITY CONS 7RUCAON. PROVIDE INLET PR07EC77ON DEVICES FOR 774E FIL7ERRA WATER QUALITY STRU;, 7URES. V 8. CON TRUCT SIDEWALKS, PAVING AND CURB AND GUT7FR. 9. INST LL LANDSCAPING FOR ZONE 2 IN ITS ENTIRETY AND ANY AREAS IN ZONE 1 7HAT HAVE PROJECT 740. 20050260 NOT 3EEN COMPLETED. 10. STAB'LIZE DISTURBED AREAS WITH PERMANENT SEEDING AND MULCHING. G.L. NO. 151- 15-D4.7 11. REMOVE TEMPORARY TRAFFIC CONTROLS. FILE N0. G -11410 DATE: 06/26/06 FINAL PHA SE. DRAWN BY: MJD /KLS PROVIDE ..URFACE COURSE PAVING INCLUDING OVERLAY FOR EN77RE SITE CON7RACTOR SHALL CHECKED BY: RAR /RKW COORDINA'F K17H 774E OWNER PRIOR TO COMMENCEMENT OF THE FINAL SURFACE COURSE INSTALLA710N. RA1NA A. ROSADO No. 038196 01/05/07 HURTw NOT FOR CONSTRUCTION LPROFFITT 30 15 0 30 60 GRAPHIC SCALE AN FEET SHEET NO. 1 1 06 26 06 PER COUNTY COMMENTS C 290 2 1 2 1011041071 PER COUNTY COMMENTS / VIRGINIA ELECTRIC AND POWER COMPANY MAINTENANCE EASEMENT D.B. 525€ PG. 472 A EXIS77NG LIGHT ALIGHT PO[�E 1 ALIGHT POLE LIGHT POLE LIGHT POLE POLE TO REMAI, ((TYPICAL OF 13�, EXISTING LIGHT POLE (TYPICAL 1 OF 13) I:ILE `, F? : _ (TYPICAL 1 0 13) TO BE REMOVED (TYPICAL 1 OF 73) ■ ■ r ■ ■ ■ ® LIMITS OF CONSTRUC ON OLID TIT BO LIMITS OF CONSTRUCTION 1�4 >€ IF' r'rr, P ,, -'DRCP _ PROPOSED SIGN A €IN 41H'- (17LI7YAEIFN _Il` . `I - (SEE NOTE 10) ,- ES � � PAir ,S ,.._. n - - 16' ® 8 SP�ICf• I I C') ��j 'A2 = _` 1 � � ..ter. -.- � PROPER _ c INvfi'E5 S ✓I ('.- h'l "'s j EASFA7L7yT _ _ IN SLS'l ASEMr:N7 •� '4•S I /Ai�iAC�7LF I�'I�TIf r VARIABI L WID7h/ k. LIGHT` POLO. . TYPICAL 1 OF 1,9 _ P _ - ��t , 5 I � { i ..L, .0' SF, 4 CE , [ 7 n, (r' +'- ,'j� � mil- AC�...7 [Yj S . 06 <J / � a �1 Q�I 1 a��li� S12- S12 r�rr° °'y r LlG T 1 0 L 3I 16 'PAC .S o •' r _ Y!C L 1 - 13 qm - 1P 9. D' � 1 , I c 1 r 1� 4u1 'hl, wI ,js „a111i 31I:V111ii wlVll ";I:I: ._ / ri 9�fil�i�l'I� ���I�� �I 21� d +i III Ill � i lh .,. i4 € �� �'� � � s E - . - Lt T POLE- p ai iii ii ]III Iii �h °t ii �. � .,� /1htlEA 4 l TYPICAL 1 0 _ 13 ,A, _ u ll�k+l , n�' p i �� g� II J, Ill q 2 ST i` ■� !v �� \ h 11;�ii 141 dQ J•,�h - N N �f,r - BRICK LDG, F,F, ELEV. 'A'=504,72 _ ,. E• 9.0' 9.0' F.F. ELEV ' =518.D8 T(�EE G ATE - IT �Q P0� / �0P (YP. 1 OF 4 -_ 4.0' - p z_ z S a y_z � W W 0 W 1=/f `Q Q pu- z O Z N O a Q W Q I- -e- LL W L d 0i.D%DN z um (> � 0 t w ©� Co � LIGHT POLE * 12 v � u N oo ao (TYPICAL 7 OF 13) Z ,N Z °Op M � a_ NJ00�� h _ BIKE V O� - RACK R3 R3 C -Vv � 1r qza L- - c 3 FROM WALL CO TO P ROPE RTY Ll j Q LIGHT P LE I q i, - °• b 5 ui ass. a h oj J (TYPICAL 1 OF 73) - - - - lz CD VDOT STANDARD _ m 5' SIDEWALK LIG�T POLE -- a • FF = 502.00 FF = 502.00 FF = 502. _ 13 SPA r a ( TYPICAL 1 OF ) - RESERt>E9 J{OV rJ PROPOSED /// '..- A /i 14,765 SF BU/LPING ` L� ,T i NG %z :[ BENCH MARK: / \ (RETAIL = 10,5142 SF; - - 18 0 Q CONTROL NAIL #4 \\ RESTAURANT - 4,238 SF) - -- 'TYPICAL I FF = 502.00 _ l I FF = 502.00 I " �- \ - 16.5 I DATI.MTINAAID088 (GEOID "•S' r EASEMENT TM#� 61 -122A I 0. �. II' \ ANDUJEL J. JOSEPS , JR� e0 a v ¢ 1 nl T� LiNV � 9 0' _. - Tf 1 'SPA7 I TYP �t 70NED: C1 /EC I Q) r ^ \ -.. S2 T _L 1- - 0 30.0' IGHT POLE o `' 3 0' UTILITY EAAETv1ENTPt2A -OF 13} <$ MATCH ,^ ° �� . BUILDING SETBACK _ - rj �_' NVARIABLE WIDTH 1 N ICI _ EXISTING \ OPOSED 'SIGN SIDEWALK �• 10,0' _ EE NOTE 10 };� 10.0' - -, 0' PARKING SETBACK 4,F PARKING ISETBACK 0i I4„ IPF a Jim ._a . , f7 Im mu g ;.. �, � .� ��'_; r��� I La ` LIMITS OF CONSTRUCTION l2DOT STD PROPOSED SIGN MATCH EXISTING CfG -6 VDOT STD (SEE NOTE 10) - SIDEWALK SEVJIU!7L_E TRAIL VDOT STANDARD 5' I EAS E ENT NGRESS EGRESS CG -6 APPROXIMATE LOCATION OF SIDEWALK Z! SIGNALIZED INTERSECTION OF (VARIABLE WIDTH R /W) SEMINOLE TRAIL (US ROUTE 29) AND / RIO ROAD (STATE ROTE 631) GENERAL NOTES.• 1. STANDARD 24° CURB & GUTTER TO BE USED ONS 17E WHERE NOTED. VDOT STANDARD CG -6 WILL BE USED ON ALL ENTRANCES. 2. CONTRACTOR SHALL LAY PROPOSED PAVEMENT TO PROPOSED GRADE CONTRACTOR SHALL OVERLAY EXIS77NG PAVEMENT WITH ASPHALT PAVEMENT TO MATCH PROPOSED PAVEMENT GRADE. J. ALL DIMENSIONS ARE TO FACE OF CURB WHERE APPLICABLE. 4. EXIS77NG LANDSCAPE THAT ARE PROPOSED TO BE REMOVED CAN BE RELOCATED ON SITE 5. REFER TO SHEET SC 1.0 FOR S17F LIGH77NG LAYOUT. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. NE o aW O a/ G L LJ W Ca CL Q W um ~ H ® u z W Maw W J aWFs 00 Va PROJECT NO. 20050260 G.L. NO. 151.15 -D4.7 FILE NO. G -11410 389.6' DATE: 07/05/06 DRA BY: MID /KLS - - _ SETBACK REQUIREMENTS WN 5. THE FOLLOWING LOT AND BUILDING COVERAGES ARE: CHECKED BY: RAR /RKW TVj 061 -122A HANDICAP RAMP LEGEND ROUTE 29: EXIS77NG USE. GAS STATION /COMMERCIAL SIDEWALK /CURB RAMP TYPE 1 10' PARKING SETBACK PARKING REQUIREMENTS NOTES; PROPOSED USE., RETAIL /COMMERCIAL 30' BUILDING SETBACK EXIS77NG 3,500 SF BANK PROPOSED LOT ACREAGE. 1.529AC CR SIDEWALK CURB RAMP TYPE 2 1 SPACE 1150 SF + 25 SF /DRIVE 7HRU LANE DEVELOPER; 7505 P NATIONAL DEVELOPMENTS, INC. / ROUTE 631: 7505 W. SAND LAKE ROOAD AREA OF OPEN SPACE. 0.3AC. (20 %) LTH O�y, 3 DRIVE 7HRU LANES PROPOSED 1 SPACE 1275 SF = 13 SPACES REQUIRED IMPERVIOUS AREA: 1.2AC• CR 30' PARKING ING SETBACK O� G ORLANDO, FL 32819 33 SIDEWALK /CURB RAMP TYPE 3 l EXIS77NG 3,500 SF BANK TRAINING CENTER T%9 061 -122 CONTACT: STEVE MESSING 1 SPACE /150 SF + 25 SF /DRIVE 7HRU LANE (813) 261 -5108 EXISTING USE: BANK /COMMERCIAL NOTE: SEE SHEET C5.0 FOR HANDICAP RAMP DETAILS 3 DRIVE THRU LANES PROPOSED 1 SPACE 1150 SF = 23 SPACES REQUIRED PROPOSED USE. BANK /COMMERCIAL U RA NA A. ROSADO 36 SPACES EXISTING 1. 7M# 061, PARCEL 122A PROPOSED LOT ACREAGE. • 0.945AC. PROPOSED 8754 SF RETAIL SPACE ZONED. Cl /EC AREA OF OPEN SPACE. 0.25AC. (26 %) No. 038196 IMPERVIOUS AREA: 0.73AC. 01/05/07 (RETAIL SPACE SHALL BE DEEMED 80% OF THE GROSS FLOOR 2• TM# 061, PARCEL 122 AREA, PARKING REQUIREMENTS SHALL BE BASED ON 10942 SF ZONED: CO /EC 6. EST7MATED AD IS 595VPD PER /7F 77?lP GENERA77ON 7TH ED177ON F R RETAIL CENTERS BASED ON GROSS LEASABLE AREA. + OF RETAIL SPACE) PROPOSED ZONING C1 /EC SIONAL 1 SPACE 1100 SF UP TO 5,000 SF = 50 SPACES REQUIRED 7. ALL BUILDINGS ARE APPROXIMATELY 30' -0" HIGH. 1 SPACE 1200 SF OVER 5,000 SF (3754 1200) = 19 SPACE REQUIRED 3. SOILS IN THIS AREA CONSIST OF THE ELIOAK LOAM SERIES AND TOTAL SPACES REQUIRED 69 SPACES ARE GENERALLY DEEP, GENTLY SLOPINJG (2 TO 7 PERCENT) 8. ANY LIGH77NG PROPOSED IS NOT TO EXCEED 0.5 FOOT CANDLEPOWER AND 25' IN HEIGHT AT THE PROPERTY LINES. THE EXACT SPECIFICA77ONS FOR PROPOSED 4238 SF RESTAURANT SPACE AND ARE WELL DRAINED. SURFACE RUJNOFF IS MEDIUM AND THE S17E LIGHTING IS TO BE PROVIDED BY THE BUILDING CONTRACTOR ALL EXTERIOR LIGH77NG SHALL BE NON- DIREC77ONAL AND GLARE SHIELDED TO 13 SPACE 11000 SF => 4238/1000 * 13 = 55 SPACES REQUIRED THE EROSION HAZARD IS MODERATE MCCORDING TO THE PREVENT ILLUMINA77ON OF ADJACENT PROPERTIES HURT SOIL SURVEY OF ALBEMARLE COUNTY PUBLISHED IN IMLPROFFITT AUGUST 1985 BY THE NAT70NAL RESOURCE CONSERVA77ON 9' THERE ARE NO OBS7RUCT10NS BETWEEN THE PROPOSED DRIVEWAY A D STOP BAR AT INTERSECTION. TOTAL SITE PARKING REQUIRED = 160 SPACES SERVICE . 20 10 0 20 40 TOTAL SITE PARKING PROPOSED = 136 SPACES 10. ANY NEW SIGNAGE WILL REQUIRE A PERMIT PRIOR TO INSTALLA770N. 4. THE PROPOSED SI7F IMPROVEMENTS Ad RE ADD177ONALLY LOCATED GRAPHIC SCALE IN FEET WITHIN THE FOLLOWING DISTRICTS: SHEET NO. R/VANNA WATERSHED DISTRICT ENTRANCE CORRIDOR OVERLAY DIS T NOT FOR CONSTRUCTION_ 2 2 112101106 PER COUNTY COMMENTS 2.1 AIRPORT PRO 7ECAON OVERLAY DlS7RI(CT Jan 05. 2007 - 1:50am V: \Lon dPro lects \20050260 \dwa \SH:e_R17. dwa aZ O- Ic I�fi O I IJ� 389.6' DATE: 07/05/06 DRA BY: MID /KLS - - _ SETBACK REQUIREMENTS WN 5. THE FOLLOWING LOT AND BUILDING COVERAGES ARE: CHECKED BY: RAR /RKW TVj 061 -122A HANDICAP RAMP LEGEND ROUTE 29: EXIS77NG USE. GAS STATION /COMMERCIAL SIDEWALK /CURB RAMP TYPE 1 10' PARKING SETBACK PARKING REQUIREMENTS NOTES; PROPOSED USE., RETAIL /COMMERCIAL 30' BUILDING SETBACK EXIS77NG 3,500 SF BANK PROPOSED LOT ACREAGE. 1.529AC CR SIDEWALK CURB RAMP TYPE 2 1 SPACE 1150 SF + 25 SF /DRIVE 7HRU LANE DEVELOPER; 7505 P NATIONAL DEVELOPMENTS, INC. / ROUTE 631: 7505 W. SAND LAKE ROOAD AREA OF OPEN SPACE. 0.3AC. (20 %) LTH O�y, 3 DRIVE 7HRU LANES PROPOSED 1 SPACE 1275 SF = 13 SPACES REQUIRED IMPERVIOUS AREA: 1.2AC• CR 30' PARKING ING SETBACK O� G ORLANDO, FL 32819 33 SIDEWALK /CURB RAMP TYPE 3 l EXIS77NG 3,500 SF BANK TRAINING CENTER T%9 061 -122 CONTACT: STEVE MESSING 1 SPACE /150 SF + 25 SF /DRIVE 7HRU LANE (813) 261 -5108 EXISTING USE: BANK /COMMERCIAL NOTE: SEE SHEET C5.0 FOR HANDICAP RAMP DETAILS 3 DRIVE THRU LANES PROPOSED 1 SPACE 1150 SF = 23 SPACES REQUIRED PROPOSED USE. BANK /COMMERCIAL U RA NA A. ROSADO 36 SPACES EXISTING 1. 7M# 061, PARCEL 122A PROPOSED LOT ACREAGE. • 0.945AC. PROPOSED 8754 SF RETAIL SPACE ZONED. Cl /EC AREA OF OPEN SPACE. 0.25AC. (26 %) No. 038196 IMPERVIOUS AREA: 0.73AC. 01/05/07 (RETAIL SPACE SHALL BE DEEMED 80% OF THE GROSS FLOOR 2• TM# 061, PARCEL 122 AREA, PARKING REQUIREMENTS SHALL BE BASED ON 10942 SF ZONED: CO /EC 6. EST7MATED AD IS 595VPD PER /7F 77?lP GENERA77ON 7TH ED177ON F R RETAIL CENTERS BASED ON GROSS LEASABLE AREA. + OF RETAIL SPACE) PROPOSED ZONING C1 /EC SIONAL 1 SPACE 1100 SF UP TO 5,000 SF = 50 SPACES REQUIRED 7. ALL BUILDINGS ARE APPROXIMATELY 30' -0" HIGH. 1 SPACE 1200 SF OVER 5,000 SF (3754 1200) = 19 SPACE REQUIRED 3. SOILS IN THIS AREA CONSIST OF THE ELIOAK LOAM SERIES AND TOTAL SPACES REQUIRED 69 SPACES ARE GENERALLY DEEP, GENTLY SLOPINJG (2 TO 7 PERCENT) 8. ANY LIGH77NG PROPOSED IS NOT TO EXCEED 0.5 FOOT CANDLEPOWER AND 25' IN HEIGHT AT THE PROPERTY LINES. THE EXACT SPECIFICA77ONS FOR PROPOSED 4238 SF RESTAURANT SPACE AND ARE WELL DRAINED. SURFACE RUJNOFF IS MEDIUM AND THE S17E LIGHTING IS TO BE PROVIDED BY THE BUILDING CONTRACTOR ALL EXTERIOR LIGH77NG SHALL BE NON- DIREC77ONAL AND GLARE SHIELDED TO 13 SPACE 11000 SF => 4238/1000 * 13 = 55 SPACES REQUIRED THE EROSION HAZARD IS MODERATE MCCORDING TO THE PREVENT ILLUMINA77ON OF ADJACENT PROPERTIES HURT SOIL SURVEY OF ALBEMARLE COUNTY PUBLISHED IN IMLPROFFITT AUGUST 1985 BY THE NAT70NAL RESOURCE CONSERVA77ON 9' THERE ARE NO OBS7RUCT10NS BETWEEN THE PROPOSED DRIVEWAY A D STOP BAR AT INTERSECTION. TOTAL SITE PARKING REQUIRED = 160 SPACES SERVICE . 20 10 0 20 40 TOTAL SITE PARKING PROPOSED = 136 SPACES 10. ANY NEW SIGNAGE WILL REQUIRE A PERMIT PRIOR TO INSTALLA770N. 4. THE PROPOSED SI7F IMPROVEMENTS Ad RE ADD177ONALLY LOCATED GRAPHIC SCALE IN FEET WITHIN THE FOLLOWING DISTRICTS: SHEET NO. R/VANNA WATERSHED DISTRICT ENTRANCE CORRIDOR OVERLAY DIS T NOT FOR CONSTRUCTION_ 2 2 112101106 PER COUNTY COMMENTS 2.1 AIRPORT PRO 7ECAON OVERLAY DlS7RI(CT Jan 05. 2007 - 1:50am V: \Lon dPro lects \20050260 \dwa \SH:e_R17. dwa 611?f �e % VIRGINIA ELECTRIC AND POWER COMPANY MAINTENANCE EASEMENT p�r;;f'r D.B. 525, PC. 472 SOP \ / EXISTING LIGHT POLE ELEC- F30X - TO BE REMOVED YY PROPOSED SEWER % ■ ■ ■ ■ ■ ■ LIMITS OF CONS7RUC77ON V SERVICE 776 -IN .r', !pE DROP F,F A ELECTRIC AND b .+ L UTILITY EASEMLTNi _ � IAINr I1�a,adtlE EA,SLI�6.1�11 -- - r, PC;. 172 o __UTILITY EASEMENtl: .i_ UTLITY EASEMEN PROPOSED - - i PROPERTY + NE. -- PROPOSED o J SANITARY LINE ' b CONDUIT BOX LIMITS OF CONSTRUCTION 11 "„ ID z E s a � EXISTING LIGHT A POLE TO REMAIN yz p W W 17 N Q z .O zao�� W � �• Q � �D NO I� �I C7 O Z iiNO ,KW W = N 00 00 Z NZO1 N O M NJ M 00 IV a EXSII1N +M SANITARY SEWER UNABLE -. - U` DETERMINE I STR 1TURff: SCHEDULE } 9. b DESTIIIA.ilON ` F7 '''' J�RJALLNSFORMER 'TOP EI EV.= 506.2°0 / ;` F6 Q f1 °m i INVIN 498.7 INV.CIa r =496.3 � Q MANHOLE rrr C? O _-ant, ,IIIITSI (PROPOSED) /�/ F,�.. Z,�a INVIN= 494.9 ce INVOUT =494.6 DRVE Ix PROPOSED SANITARY PROPOSED STORM [!,, 115.50 LF OF 6" i}IRU CLEANOUT - F9 SDR 26 O 1.00% TOP = 504.40 LINE #3 (SEE A, AREA �U s� _ (SEE SHEET C J. INV = 496.75 SHEET C3.1 FOR 2 STY ■J k EXSITING STORM SEWER 67.50 LF OF PLAN AND C3.2 EiRICK EiLDG, �o �l FOR SANITARY F.F. ELE'U s = C 4.72 2 1 6 ' SDR 26 ��• `Z / PROFILE) c� 1 02% PROPOSED STORM LINE #4 FOR PROFILE) o t STRU URE SCHEDULE �� ■ (SEE SHEET C3.1 FOR PLAN m F.F. ELEV 13'=518.08 Z ui- f 1 r MANHOLE `38.713 11 AND C3.2 FOR PROFILE) F � ta `B' O ,. I 1PIN LA's- 4H2.nJ NV.IEI P' =451.9 ® 2 ' 0 2.4' m ATM, Nv.oUT =41.g a ��J MANHOLE W TOE' ELEV, - 42,512 J rvi CO �- CO F.4 z G - it INVIN 'A`=486.4- Z INVIN 'B' =456.6 (PROPOSED) J / \ INV.4UT =486.2 Q --,. \ I 4 - ra r. T %n � _,� AiE OP DROP' INLE_i J / I ®_ 4 TOP ELEV.-498.0 W I f. _ INVIN 'A' =493.4- ■ i �+ ,f PROPOSED iii ® SANITARY _ ° ' n' °i NV IN 'B' =4933) m f 4 CLEANOUT /� - - ink a° INV.OUT� =492'9 T TOP = 504.40 FF = 502.00 Fill = 502.00 Fill = 502.00 I " _ �z w -I, i Zj /CON F IN !, INV = 496.06 � - i �T ' r DROP INLET O Q G ci STA. 11t �' EXISTING S A 10 +74 ELEV. AT MANH{7LE= 5fl3,42 :V w PROPOSED _. EXISTING WATER LINE. y lNG INV.OLiT 499 4 14,765 SF BUILDING " / WATER METER STAIN - (RETAIL = 10,942 SF, PROPOED 4 FIRE SERVICE REQD O L 776 INTO EXISTING - \ WATER LINE. WALL `, ; GRATE TOP DROP INLET RESTAURANT - 4,238 SF) METER VAULT AND - _ - - I I 1- 6" MJ 45' BEND REQD PLANS � TOP ELEV. -500.4 / BACKFL W PREVENTION I 1- THRUST ANCHOR 1- 6" MJ 45' BEND F INIV.IN =494.5 p P * ' Fill = 502.00 APPARATUS. (CONTRACTOR I 50200 I �_ SHALL UBMIT PLUMBING - \ THRUST ANCHOR NV flUT -494.4 Q PROPOSED 5 8" _ � ; ,A I qR /q c`gSF� r GRATE TOP DROP INLET FJX7UR COUNT PRIOR TO � l l� TY ` � �/ f ORDERS G ANY WATER LINE METER AND METERS TOP ELEV =507 0 Q OR ASS�7CIA TED MATERIAL BOX ASSEMBLY. I 6 � �/OrNAT �/ A V -OUT= 503.,, PER AL EMARLE COUNTY PROPOSED 1D 'rn W j�4�q SERVIC AUTHORITY I I / PROPERTY LINE. : r DROP INLET Zi SPECIFI A77ONS) (� I \ I F2 P POSED STORM LINE v ELEV. AT GRATE =501,3 :0 I 7j SEE SHEET C3.1 INV.4U I. -496,1 \ I � � F`tl3 ,PLAN�4ND C3.2 ° -'� W o l`` FO PROF /LE _� � CRATE TOP DROP INLET f/w� E,- z ) J TOP EIEV,= 50+1.9 Q Y 1 ST I. 11+27 NV.OUT =495,2 W PROPOSED 518- ^ I U n l TY �AS�MENT F3 / M STA. 10 +17 ® TIE INTO EXIS77NG WATER SERVICE. DROP INLET METER AND METER - -- ) _ I T ARIABLE WIDTH Z (S = SHEET C J. FOR WA7ERL /NE DR A 508 g T ED 5 8' T TA. '12 32, 1- 6- MJ 4 EN I W NV.G.1i .Q5L6 BOX ASSEMBLY - - W - - * REQ'D V METER AND ME7F1? - EQ D V. AT =- PR +F /LE � E - 6 MJ 45 BE Via• BOX ASSEMBLY. d 1- THRUST HO PER PLANS u'A DROP INLET = J 1- THRU T ANCH ELEV. AT MANHOLE= 509.27 -- LIMITS _OF CONS U ON X X TI NVIN gO5.1 Q o o m m L 1 HYDRANT J t WATER VALVE INV,OUT =504,9 D m INS 1 1, R6 611 I It �Y. lm@ a.` - _ . _ ELEV- SAT MANHOLE-SOR,94 WA PROPOSED PRIVATE a LIMITS OF CONS7RUC770N' -' - !NV II 5O2 4 u 1" TYPE K COPPER DUAL STA. 12 +97 PROPOSED PRIVATE 3/4" PROPOSED STORM LINE #2 -- mm DOMESTIC SERVICE TYPE K COPPER - W ' PROPOSED STORM LINE DROP INLET PROJECT NO. 20050260 REQD DOMESTIC SERVICE. (SEE SHEET C3.1 FOR PLAN #1 ELEV, IN GRATE= Si]2.g 1- 6" MJ 45' BEND SEMINOLE TRAIL AND C3.2 FOR PROFILE) (SEE SHEET C3.I FOR PLAN INV. =500,4 G.L. NO. 151- 15-D4.7 1- THRUST ANCHOR L RTE. 29 (N.B.L.) AND C3.2 FOR PROFIL _) (VARIABLE WIDTH R /W) UTILITY NOTES., FILE NO. G -11410 THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. DATE: 06/26/06 1. ALL SANITARY SEWER AND WATER LINES TO BE INSTALLED AND TESTED DRAWN BY: MJD /KLS PER 77-1E LATEST EDITION OF ALBEMARLE COUNTY STANDARDS AND CHECKED BY: RAR SPECIFICATIONS. 2. ANY CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER, -- - - _ THE OWNER, OR ALBEMARLE COUNTY PRIOR TO CONSTRUCTION. �LTH 01y, y J. ALL SANITARY S- EWER - "LINES WILL BE TELEVISED PRIOR TO FINAL ACCEPTANCE OF PROJECT. CRUSHED, OVAL SHAPED, OR OTHERWISE UNACCEPTABLE PIPE WILL BE REPLACED BY 77-IE CONTRACTOR AT HIS v RAINA A. ROSADO EXPENSE, No. 038196 4. ALL SANITARY SEWER LINE SHALL BE SDR 26 PVC, UNLESS 01/05/07 OTHERWISE NOTED. � �1 5. CONTRACTOR TO FIELD VERIFY ALL INVERTS AND CONNEC77ON POINTS SIONAL PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES IF P07EN77AL CONFLICTS ARE DETECTED, CONTRACTOR SHALL N077FY ENGINEER IMMEDIATELY. H U RTI 20 10 0 20 40 MPROFFITT GRAPHIC SCALE IN FEET OT FOR CONSTRUCTION PER COUNTY COMMENTS PER COUNTY COMMENTS SHEET N0. C31 IPF I�f fj �u <n f %3 f F9 rye- rcM ^'�Z\� k/ O / •� ELEC. BOX _ _ UTILITY EAStMtivI - PROPOSED SANITARY LINE (SEE SHEET C3.0 FOR DETAILS) FPROPOSED SANITARY LINE (SEE SHEET C3.0 FOR DETAILS) VIRGINIA ELECTRIC AND POWER COMPANY MAINTENANCE EASEMENT D.B. 525, PG. 472 1 - 4" PVC 90'BEND EIU ■ ■ EXISTING LIGHT POLE L� TO BE REMOVED LIMITS OF CONSTRUIC77ON urout t - �- - I A • .� I S1 - - - UTILITY EASEMENT PR PD OS REQ'D 7 - 4" PVC 1 - 6" X 4 90' BEND PVC INCREASER INV = 502.10 4.00 LF OF 4" VC @ 7.64% Oo JI eq J7II REQ'D 7 -4 "X15" PVC TEE INV = 49752 FACE OFD INLET PVC 1.64% 2 J tiP I1 REQ D 1 - 4" PVC 90' BEND INV = 500.00 FACE INLET �w \ 5.00 LF OF STORM LINE 4 4" Pvc ^�� f REQ® Ryf N4 2 P 2.00% 'D PVC INCREASER r r0 � 0 f FF = 502.00 FF = 502.00 FF = 502.00 IN PROPOSED f: I 14, 765 SF BOILING PROPOSED WATERLINE (RETAIL = 10, 9142 SF, I I - - I (SEE SHEET C3 D FOR RESTAURANT 4,238 SF) I I - - PLAN AND C32 FOR FF = 502.00 FF = 502.00 PROFILE) . F, #Iu THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1- 800 - 552 -7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. 60.00 LF OF 4" PVC ® 1.13% - REQ'D 1 - 6" X 4 kTM PVC TEE INV = 499.32 FACE OF INLET 21.00 LF OF 6" PVC ® 10.85% q., ■ ■ ■ ■ CONDUIT 30X LIMITS OF CONSTRUCTION t1,1 UNAE3LE TO DETERMINE DESTINATION ®'Y "� iRANSFORNIEnj 2 STY BRICK BLDG. F.F. ELEV. 'A' =504,72 F.F. ELEV. 'B' =518.08 PROPOSED PROPERTY LINE. t == 00 REQ'D 1 - 4" PVC 90' BEND 6.67 LF OF 4" PVC ® 2.007, F2 � I REQ'D F3 U LITY EA3'FUCA17 - I-- 4X 12= VARIABLE WIDTH A PVC TEE IN V= 493.0 arT _ -._. LIMJ ,S -OF CON DR U 5 ON 4 _ __ - 1111 � � ■ ■ LIMITS OF CONSTRUC770N PROPOSED WATERLINE (SEE SHEET C3 0 FOR PLAN AND SHEET C3.2 SEMINOLE TFRAIL FOR PROFILE) U.S. RTE. 29 (NRL.) (VARIABLE WIDTH R /W) STORM STRUCTURE SCHEDULE !A TOP MH-I 500.50 2A TOP 499 9 ROA T 3A TOP = 502.00 O TOPS= 5035.90 OA T Dl -1 _ INV IN = 490.91; (10" CONTROL PIPE) INV IN = 491.66 INV IN = 497.59 INV IN = 4498.50 (STRCT 4B) INV IN = 493.49; (15" OVERFLOW) INV OUT = 491.66 /NV OUT = 491.59 INV IN = 5500.40 (4" LATERAL) INV OUT = 487.80 DI -1 INV OUT =� 498.50 113 Dl -1; DETEN77ON CONTROL STRUCTURE O TOP = 4' THROAT O TOP N = 494. O TOP = 500.15 INV IN = 494.00 � 15" YARD CDRA /N TOP = 501.00 INV IN = 495.00 INV IN = 497.04 (6" LATERAL) TOP = 5041.00 INV IN = 491.02 (S7RCT 2A) INV OUT = 491.83 /NV OUT = 491.73 INV OUT = 500.00 INV IN = 491.02 (S7RCT 1C) 4C 15" YARD [DRAIN INV IN = 497.40 (4" FROM F2) 15" YARD DRAIN DI -1 TOP = 5041.00 INV OUT = 491.02 (10" CON7ROL PIPE) 2C TOP = 499.00 3C TOP = 501.00 INV OUT = 500.00 INV OUT = 493.60 (15" OVERFLOW PIPE) INV OUT = 496.00 INV IN = 496.70 (S7RCT 4A) MH -1 INV IN = 495.90 (S7RCT 3D) 1C TOP = 501.20 !NV OUT = 495.00 INV IN = 497.07 (STRCT 3A) Dl -313; 4' THROAT INV IN = 496.35 (STRCT 1D) 3D INV OUT = 491.06 TOP = 505.70 INV IN = 502.03 (6" LATERAL) 1D D1 -1 /NV OUT= 500.00 e TOP = 501.65 INV IN = 498.62 (4" LATERAL) INV OUT= 497.10 -STOR LINE TING LIGHT A TO REMAIN c, =RRA EX2 1A 31.3 U Cap 14.087 0 33.2 � h 1A 2A 10.4 LF OF 70" HDPE ® 1.06% 2A 213 176.4 LF OF 42" HDPE ® 0.507. 28 2C 90.8 LF OF 78" HDPE mU 2C 2D of LF OF 15" HDPE @ 1.047. 2A 3A <0 LF OF 42" HDPE ® 0.507 3A 313 z �f ® 0.507. 2C 4A 166.3 LF OF 15" HDPE ® 0.96% 6'L X 4'W BOX TOP = 505.7 o INV OUT = 502 2 ZD INV OUT = 500 54 0 FILTERRA WITH PVC OUTLET PIPE (TYP. 1 OF 9) F 4 ) I� Ili ! REQ 0 1 - 4" PVC F 90' END 5.6 LFOF4" _ Pt✓ ®2 00� -__-- - STORM SEWER SCHEDULE.- =RRA EX2 1A 31.3 LF OF 15" HDPE Cap 14.087 fA 18 33.2 LF OF 15" HDPE @ 8.437. 1A 2A 10.4 LF OF 70" HDPE ® 1.06% 2A 213 176.4 LF OF 42" HDPE ® 0.507. 28 2C 90.8 LF OF 78" HDPE ® 6.777. 2C 2D 670 LF OF 15" HDPE @ 1.047. 2A 3A 111.4 LF OF 42" HDPE ® 0.507 3A 313 26.3 LF OF 42" HDPE ® 0.507. 2C 4A 166.3 LF OF 15" HDPE ® 0.96% Fl FIL e =RRA 61 K 4'W BOX TOP = 502.25 INV OUT = 498.75 F2 FIL 7 =RRA 61 X 4'W BOX TOP = 501.55 INV OUT = 498.05 F3 FIL 7 -RRA 61 K 4'W BOX TOP = 501.60 INV OUT = 498.1 EXSITII)J( SANITARY ;SEWER STRUTIIRE SCHEDULE t MANHOLE -' TOP ELEV. = 506.20 INVIN 496.7 INV OUT =496,3 MANHOLE TOP ELEV. =5019 INVIN =494.9 (PROPOSED) IN V.OUT =494.0 EXSITING STORM SEWER STRUTURE SCHEDULE ? ?MANHOLE T ©f El_E ;/, - 4P,,8 - ?8 NVJN 'A' =482.0 Pd1 +.IN 'B' =481.9 NV.OUT =481.8 i fdANHOLE TOP ELEV. =492.:12 INV.IN 'A' =486.4 INVIN 'B' =4B6 fz (PROPOSED) INV.OLT =4136 2 r�g ? GRATE TOP DROP INLET TOP ELEV.= 498.CI INV IN A' =493.4 NV IN B' =493,17 NV.OU1 4929 r DROP INLET ELEV. AT MANHOLE =503,42 INV.OUT =499.4 �, 5 i GRATE TOP DROP INLET TOP ELEV. =500.4 INV IN =494.5 INV.OUT= 494.4 GRATE TOP DROP INLET TOP ELEV. = 507,0 INV.OUT =503.3 i DROP INLET ELEV AT GRATE =501.3 IN'1r, QU T= 496.'I GRATE TOP DROP INLET TOP ELEV. =501.9 I N V. OU T =498..2 d i DROP INLET ELEV, AT GRATE =508.8 INV.OUT =505.6 t , -; DROP INLET ELEV. AT MANHOLE= 509.27 INV.IN =505.1 INV.OUT =504.9 'DROP INLET ELEV. AT MANHOLE = 508.94 INV.IN= 502.4 f -, `! 'DROP INLET ELEV, AT GRATE =502.9 INV-=500.4 FILTERRA WATER QUALITY STRUCTURE SCHEDULE. F4 FIL TERRA F7 FIL TERRA 61 X 4'W BOX 62 X 4'W BOX TOP = 592.92 TOP = 506.36 INV OUT = 499.42 INV OUT = 502.85 F5 FIL TERRA F8 FIL TERRA 51 X 4'W BOX 82 X 4'W BOX TOP = 503.60 TOP = 507.60 INV OUT = 500.70 INV OUT = 498.1 F6 FIL TERRA F9 FIL TERRA 61 X 4'W BOX 6'L X 4'W BOX TOP = 505.7 TOP = 504.04 INV OUT = 502 2 INV OUT = 500 54 z z E S a z z p W C H p w vii `Q Qou- ti L J LLJ re z W LLa 0 > \0 �0>\ z umim ���rNN °o *`z" 0u SUN0000 az Ln> -°mm _ f 4 J 00 IT I' z Q O Z J � � O a aZ O V c a W O W Imm LI.1 W OIon Ike V W J Q �i W 0 O V a Z V PROJECT NO. 20050260 G.L. NO. 151- 15 -D4.7 FILE NO. G -11410 DATE: 06/26/06 DRAWN BY: MJD /KLS CHECKED BY: RAR RAINA A. ROSADO No. 038196 01/05/07 HURTS 20 10 0 20 40 1m. PROFF'ITT GRAPHIC SCALE IN FEET NOT FOR CONSTRUCTION SHEET NO. 1 D C 3.1