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HomeMy WebLinkAboutWPO200600051 Plan - Stormwater 2007-06-13GENERAL NOTES: ,J 1. DEVEL OPER: UNI CORD NA T7ONAL DEVELOPMENTS, INC. 7505 W. SAND LAKE ROAD ORLANDO, FL 32819 CONTACT.- SIEVE MESSING (813) 261- 5108 TM# 061, PARCEL 122A ZONED: C 1 /EC TM,# 061, PARCEL 122 ZONED: CO/EC PROPOSED ZONING C1/EC THE FOLLOWING LOT AND BUILDING COVERAGES ARE: TM, 061-122A EXISTING USE: GAS STA 770N/COMMERCIAL PROPOSED USE: RETAIL/COMMERCIAL PROPOSED L 0 T ACREAGE: 1. 5A C. AREA OF OPEN SPACE: 0.3A C. (207) IMPERVIOUS AREA: 1.2AC. TM# 061-122 EXISTING USE: BANK/COMMERCIAL PROPOSED USE: BANK/COMMERCIAL PROPOSED L 0 T ACREAGE: 0. 98A C. AREA OF OPEN SPACE: 0.25A C. (267) IMPERWOUS AREA: 0.73AC. 2. THE SCOPE OF WORK FOR THIS PROJECT SHALL CONSIST OF THE DEMOLITION OF THE 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. ADDI77ONAL SITE IMPROVEMENTS SHALL ALSO CONSIST OF AN UNDERGROUND DETENTION, NEW WATER AND SANI TAR Y SERVICES TO THE SHOPS AND PA VEMENT RESURFACING A T THE EXISTING WACHOVIA BANK CURRENTL Y SCHEDULED TO REMAIN. J. TOTAL DISTURBED AREA: 2.11 ACRES, A VSMP PERMIT WILL BE REQUIRED. Q 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/S;TORMWA TER MANAGEMENT MEASURES MUST BE DEWA TERED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY AND ALL TEMPORARY EROSION MUST BE REMOVED WI THAW 30 DAYS OF PERMANENT STABILIZATION OF THE SITE. 6. ALL CONSTRUC770N STAGING, LOADING, TEMPORARY PARKING, AND LA YDOWN AREAS SHALL BE COORDINATED W1 TH THE OWNER PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTI VI TIES. 7. CONTRACTOR IS' RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND/OR NUISANCE AIRBORNE DUST FROM LEA VING 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. s. 8. 77-IIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDI77ON OF THE VD0T ROAD AND BRIDGE STANDARDS AND SPECIFICA TIDNS AND BEDFORD COUNTY PUBLIC SERVICE AUTHORI TY MASTER SPECIFICA PONS. 9. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS AND BONDS AS DEEMED NECESSARY BY THE LOCAL AUTHORITY. 10. CONTRACTOR SHALL BE REQUIRED TO CONTACT VDO T PRIOR TO ANY ACTIVITY WITHIN THE VDO T RIGHT OF WAY TO OBTAIN THE REQUIRED PERMITS. Q 11. CONTRACTOR SHALL CONTACT THE OWNER IN WRITING NOT LESS THAN 30 DAYS MINIMUM PRIOR::: =T0 ANY DEMOL177ON AND/OR CONSTRUCTION ACTIVITY TO VERIFY MARKING OF EXISTING UTILITY SERVICES. CONTRACTOR TO NOTIFY ALBEMARLE COUNTY PLANNING DIRECTOR IN WRITING 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 L OCA TION AND DIMENSIONS. 73 CON TRA C TOR TO REPLACE ALL PROPERTY CORNERS, IRON PINS, BENCHMARKS, AND ANY OTHER SURVEY MARKERS AT HIS EXPENSE AFTER COMPLETION OF PROJECT. 14. CON TRA C TOR TO PRO VIDE ALL NECESSARY TRAFFIC CONTROL PER MOST RECENT VIRGINIA DEPARTMENT OF 7RANSPORTA TION (VDOT) SPECIFICATIONS DURING CONSTRUCTION ALONG RIO ROAD AND SEMINOLE TRAIL (ROUTE 29). 15. CON 7RA C TOR RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES AS NECESSARY PRIOR TO COMMENCING ANY CONS7RUC77ON ACTIVITY. 16. PROPERTY SHALL BE SERVED BY PUBLIC SEWER AND WATER BY ALBEMARLE COUNTY. ALBEMARLE COUNTY ENGIINEERING GENERAL CONSTRUCTION NOTES FOR Sl7E PLANS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO AN,Y EXISTING ROAD, A PERMIT SHALL BE OBTAINED FOR THE VIRGINIA DEPAR TMEN T OF 77?)4NSPOR TA 77ON (VDO T). THIS PLAN AS DRA WN MA Y NO T A CCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELA 7ED MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFI CA 77ONS AND STANDARDS OF VDO T UNLESS 0 77-IER MSE NOTED. J. EROSION AND SIL TA ;77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HOR77ZONAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN 7HE OPINION OF THE ALBEMMARLE 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 W17H 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. Z UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRE7E PIPE- CLASS W. 8. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPL Y WI7H OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SOURCE OF TITLE: (TMI# 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: (TMI# 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 NATURE AND LOCATION OF THE WORK. THE FOLLOWING VARIANCES WERE GRANTED BY THE BOARD OF SUPERVISORS ON MAY 3, 2006. REFER TO ZMA 2005--010: WACHOVIA AND n 1 1 /\ r-% h A T r1% 1 /1 11 e% A r% * 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. (VARIABLE WIDTH R/W) 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 i H� 1 llv .USX C 0.0 COVER SHEET 40 20 0 4o So C 1.0 EXISTING CONDITIONS AND GRAPHIC SCALE IN FEET C 2.0 C 2.1 C 3.0 C 3.1 C 4.0 C 4.1 C 4.2 C 4.3 C 5.0 C 6.0 C 7.0 DEMOLITION PLAN PHASING PLAN SITE PLAN UTILITY PLAN PROFILES EROSION CONTROL AND GRADING PLAN PHASE 1 EROSION CONTROL AND GRADING PLAN PHASE 2 EROSION CONTROL AND GRADING PLAN PHASE 3 FINISH GRADING PLAN SITE DETAILS UTILITY DETAILS FOR COUNTY REVIEW AND APPROVAL NO TA TIONS EROSION AND SEDIMENT VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER CONTROL DETAILS C 8.0 LIGHTING DETAILS NAME - 0 SL 1.0 SITE LIGHTING PLAN PHONE # COMPANY L 1.0 LANDSCAPE PLAN ADDRESS L 2.0 LANDSCAPING DETAILS LEGEND OIPF IRON PIN FOUND 01PS IRON PIN SET WELL 0 ELECTRIC POLE O ELECTRIC MANHOLE ❑ ELECTRIC PEDISTAL -� GUY WIRE Q TELEPHON E POLE o TELEPHON E PEDESTAL la la MO ARK TELEPHONE MARKER TELEPHONE MANHOLE co CLEANOUT ® WATER METER wV WATER VALVE STORM MANHOLE O SANITARY MANHOLE do FIRE HYDRANT LIGHT POLE EDGE OF [PAVEMENT EDGE OF (GRAVEL EDGE OF (CONCRETE - • - CREEK GV GAS VALVE © GAS METER 17 AS GAS MARKER BENCHMARK -�- SIGN w0 WELL GUARDRAIL mow, EDGE OF WOODS -x x-FENCE -OH E-- OVERHEAD ELECTRIC -OH T OVERI-IEa;\D TELEPHONE -OH CTV- OVERHEAD CABLE TV -UG CTV- U G ( AB L! TELEVISION -UG E UG ELECTRIC LINE -UG FO- UG FIBER OPTIC LINE -uG c UG GAS LINE ss UG SAN. SEWER LINE -UG T- UG TELEPHONE LINE w UG WATER' LINE CONCRETE , BRICK VICINITY MAP PROPOSED o IPS IRON PIN SET EXISTING PROPERTY LINE •---{--.- - -a LIMITS OF CONSTRUCTION STORM INLET -ter STORM SEWER -X - SILT FENCE 800 PROPOSED 10' CONTOUR 802 PROPOSED 2' CONTOUR --k k- DIVERSION DITCH TEMPORARY CONSTRUCTION ENTRANCE 0 z E a z IL s z Uj W W ooce o: � -, z V' W (-,4__j z o z 0t1.. W O > ~ z �ae (D�r�:oo 0 0 z z m W u :5 = N 00 00 * ix �' U N.T.S. Z N z O -t V)>.0MM w _s _ m STANDARD DUTY PAVEMENT HEA VY DUTY PA VEMEN T y 1. 5" O VERLA Y PA VEMEN T 1, OWNER/DEVELOPER, AM AWARE OF THE SITE DESIGN REQUIREMENTS IMPOSED BY THE SITE DEVELOPMENT PLAN AND OTHER 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 APPROVED by the Albemarle County Community Development Department Date & 113 /4 File IV .2 a . 0d o$- / FS-5 P/ahs 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 LT RAINA . ROSADO � No. 038196 05/17l07 :SroxaL PLAN REVISIONS H U RT 1r nnrc nrc�niorinni nc njc-111c1nnI OLPROFFITT 1 106126106 PER COUNTY COMMEN TS 2 12101106 PER COUNTY COMMEN TS SHEET NO. c 0.0 3 01104107 PER COON TY COMMEN TS 4 1124107 PER COON TY COMMEN IS 5 37 020 1 PER VDOT, COUNTY, SERVICE AUTNORI TY COMMENTS 6 05/17/07 PER ALBEMARLE SERVICE AUTHORITY COMMENTS ay 17, 2007 - 10: 59am V: \LandProjects\20050260\dwg\COVER-R1.dwg LEGEND OIPF IRON PIN FOUND aIps IRON PIN SET 0 WELL ELECTRIC POLE OE ELECTRIC MANHOLE ❑ ELECTRIC PEDESTAL -3 GUY WIRE Q TELEPHONE POLE 11 TELEPHONE PEDESTAL 1TEL 7 MARK TELEPHONE MARKER T TELEPHONE MANHOLE co CLEAN OU T ® WATER METER Wv WATER VALVE © STORM MANHOLE Os SANITARY MANHOLE FIRE HYDRANT 0 LIGHT POLE -yF- EDGE OF PAVEMENT EDGE OF GRAVEL EDGE OF CONCRETE --.a.,� CREEK GV GAS VALVE © GAS METER MAAS RK GAS MARKER BENCHMARK GN W WELL GUARDRAIL ^� EDGE OF WOODS -x x-FENCE -OH E- OVERHEAD ELECTRIC -OH 'r OVERHEAD TELEPHONE -OH cTv-OVERHEAD CABLE TV -UG cTv- U G CABLE TELEVISION -UG E UG ELECTRIC LINE -UG FO- UG FIBER OPTIC LINE -UG G- U G GAS LINE ss UG SAN. SEWER LINE -UG T- UG TELEPHONE LINE W UG WATER LINE °:. °: . . CONCRETE rill[ BRICIK d TBR CX� X DEMOLI TION LEGEND LIMITS OF DEMOLITION/CONSTRUCTION TO BE REMOVED/DEMOLISHED (TBR) SA WCU T TREE TO BE REMO VED TO BE REMO VED TREE PROTECTION 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. SA WCU T EXISTING PA VEMEN T 509.76 509.7 P+ / SHOPPING CENTER ASSOCIATES TM# 61-133 D.B. 1536, PG. 262 N 115 / - SA'GVCUT EXISTING PROTECT EXISTING EXISTING LIGHT POLE 2 C, 0.05 TBC �. ' PA VEMENT SANITARY MANHOLE I TO REMAIN h ELECBOX), EXISTING LIGHT POLE I / BE E-EM0 VED _ - - - FE1 _ C* - - - - - ----__ - __-------__ --------------------------------------1/4'1PF ,I IPF W/CAP /DROP / ; CONDUIT- BOX - ' - - - - - , a ,�,� „I ' VIRGINIA ELECTRIC AND POWER C M -INTENANGE EASEMEt�Y ' I PA VEMEN T RGr s�7z - � S TO REMAIN ' 8=Pvc SS - - - SS - S T EXISTING s ------ SS - STING STORM �� 506 j j r TRUCTURE TO BE PA VEMEN I ' ' I EMOVED SAWCUT EXISTING SO4SA-W_qUT AND / PA VEMEN T , REMO VE 41 LF OF \ J ASP CURB 505.03 TBC I " �1- - ` EXISTING CURB I ' EXI S TI NGI PA VEMEN T, - 11 - , , �c A ND GU T TER ; I CURB AqD GUTTER TO o , , , . a � , BE DEMO VED AND i' 11 " DISPOSED OF OFFSITE , ' XISTING T CURB :q * a P ' PA VEMEN T. q IP`, ,DETERMINE I ' 11 AND GU TTER TO I d � � DESTINATION ' BE REMO VED AND TRANSFORME I ' PA VEMEN T ' XI r- TING SRE.S o9.7 G DISPOSED OF ❑ 1 E TO REMAIN 6 TBC TO E REMO VEm.�1 STING , , ' 11 OFFSI TE so4.69 ec ; o Oh' 1 ,PROPERTY LINE TO 11 _ _ a � oq 53.6 N 50.3 2.4 IPF IN CONC. ` 30 PUMPHO BE VA TE �1, 504 TM# 61-122 DRIVE / WACHOMA BANK NATIONAL ASSOCI TES THRU STING TR 11 BY SUCCESSIVE MERGERS AREA I Q ^`V D ` / IPF IN ZONED: CO/EC 'A' ' Q' rp q �� tv B E v ® CONC. 11 2 STY 511.29 LANDING / 7 40" ' BRICK BLDG. ' �O�o // \ 1 ' . F.F. ELEV. 'A'=504.72 I I XISTING c➢n DSO +O F.F. ELEV. 'B'=518.08 / v , 517.90 LANDING Soo BUI�.DINGS TO BE s `;�� o„ RE/W0 VED 11 2.4, -- -- "-504------ATM I 3.3 50.3' 4�, I oEXISTING STORIM SAWCUT EXISTING l //'�� �h 48.0 WATER VAULT p�` c "� , I / TOP ELEV.=505.6 i``� 30" N, 1 INE TO BE , w Q D VED ! 53 s' PA VEMEN T , ' I m PA VEMEN T , ' 1 STY BRICK _ , - , ' RE- C N BLDG. .= � �11 e ; TO REMAIN , I w Q / F.F. ELEV.=50 81 NCC N BLOCK BLDG 1 STY11 SA WCU T EXIS I G ! / - FUEL 10.0 x20.O' 11 - 503.72 TBC w Q o ANK PA VEMENT Q: a -' ICL o. e ° E STING MET c�� �• : 73.2' 11 , , EXISTING STORM w O .. , • • 503.47 TBC CON c B :o =, = a1" - " ` STRUCTURE TO BE TO BE REMO V W o LIDS FOR 4 . 00 1 STY BRICK BLDG. - ,jp2' , -/ o EXISTING , UNGERGOUND +� e co #1635 - ' 11 , REMOVED _ WATER METER , BENCH MARK: , ' GAS TANKS,- - �' 04~' F.F. ELEV.=504.54 �+ I i ° PER PLANS ! CONTROL NAIL #4 e . " Q WOODEN ELEVATION-508.65 ,' `. FNCE TING = , EXISTING STORM DATUM NAVD 88 (GEOID 03) / /°`: 73.2 _% EXISTING �/ ' ' '' - - ' l EXISTING TREES / IPF INS / SP(OT PROPERTY _ ____,, �* ____ _---, - STRUJCTURE TO BE , QONC. a _ _ , , - - ' TO BE REM VED / LINE TO BE \ . X/ : T N STORM UNABLE TO REMOVED - -�02 _ o, ,, EXISTING PA VEMENT ° TMj 61-12gA VA CA TED -� STRUCTURE TO BE DETERMINE I \ , �GQ - --SAMUEL Jc JOSEPH, JR. 11 REMOVED DESTINATION \ 506.97 TB(CURB AND GU TTER TO o AND JANET A JOSEPH BE REMOVED AND , - � ZONED: C1 /EC 011 COVERED AREA , ' _ /' -�!NG DISPOSED OF IOFFSI TE FOR p� �500- - _ f -50o- - _ - - - - - ��- - s � - cONC. LINE TO/ BE GAS PUMPS XISTING /� / �N11 �/ - j PAD - ' - - - EXISTING PAVEMENT, o \ -REM 0 VED, TBR - BUILDINGS TO BE EXISTING STORM 11 ass i CURB AND GUTTER REMOVED / 11 LINE TO _BE_ - - - -498- TO BE- REM"O�VED - - - - ' ..._ •q I � - - f�EMO ' AND DISPOSED OF _ _ - - -496- - - " wV ,49� IPF IN �B�11 OFFSI TE - - ' \" , 1 4"- IPF PER PLANS ' - - - / \ • q / - ' EXISTING _ 1, RAN ? WATER VALVE �/ HYDRANT T -- RLE AC-_18'.3CP- .A. =A=- -- - - -- - _ - -- -- -q _- - - - - _ _ o \ �'�-----r--- - - - � e T �•.° II/-� 24"RCP + +-- Elul-/ SA WCUT, EXISTING SEMI�JOLE TRAIL SA WCUT EXISTING PAVEMENT U.S. RTt. 29 (N.B.L.) EXISTING STORM INLET PAVEMENT (REFERTO II so (VARIABLE WIDTH R/W) TOP TO BE RESET Tb DETAIL WP-2 ON sp so PROPOSED GRADES �SHEET C5.0) +7 +� + (SEE SHEET C4.3-) 0, ` NO TES.- 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. DEMOLITION NOTES: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO OBTAINING A LAND DISTURBANCE PERMIT FROM ALBEMARLE COUNTY. 2. ALL EXCESS AND UNSUITABLE MATERIAL TO BE DISPOSED OF BY CONTRACTOR, NO BURNING IS ALLOWED ONSITE. 3. CONTRACTOR RESPONSIBLE FOR COORDINATION WITH ALL APPLICABLE UTILITY COMPANIES AS NECESSARY DURING CONSTRUCTION AND DURING RELOCATION OF EXISTING UTILITIES. 4. UNDERGROUND UTILITIES NOT VERIFIED IN FIELD. NOT ALL UNDERGROUND UTILITIES MAY BE SHOWN. 5. CONTRACTOR TO SUPPLY ALBEMARLE COUNTY WITH THE NAME AND CERTIFICATION NUMBER OF THE RESPONSIBLE LAND DISTURBER AND POST THE LAND DISTURBANCE BOND AT THE AMOUNT SET BY ALBEMARLE COUNTY WHEN OBTAINING THE LAND DISTURBANCE PERMIT. 6. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, BONDS, AND FEES AT HIS EXPENSE FOR THIS PROJECT THAT HAVE NOT BEEN OBTAINED BY OWNER. 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 BE REMOVED AND DISPOSED OFF -SITE. 9. CONTRACTOR TO COORDINATE WITH VDOT 48 HOURS PRIOR TO CONSTRUCTION WITHIN RIGHT OF WAY OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD (ROUTE 631). 10. REFER TO SUBDIVISION PLAT 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. Y SEWER )LE ( 1 MANHOLE TOP ELEV. = 506.20 INV.IN=496.7 INV.OUT=496.3 (� MANHOLE TOP ELEV.=509.91 INV.IN=494.9 INV.OUT=494.6 EXSITING STORM SEWER STRUTURE SCHEDULE MANHOLE TOP ELEV.=488.78 INV.IN 'A'=482.0 INV.IN 'B=481.9 INV.OUT=481.8 MANHOLE TOP ELEV.=492.52 INV.IN 'A'=486.4 INV.IN 'B'=486.6 INV.OUT=486.2 \_? j GRATE TOP DROP INLET TOP ELEV.=498.0 INV.IN 'A'=493.4 INV.IN 'B'=493.0 INV.OUT=492.9 \ T j DROP INLET ELEV. AT MANHOLE= 503.42 INV.OUT=499.4 \ F'/ 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 DROP INLET ELEV. AT GRATE=501.3 INV.OUT=496.1 GRATE TOP DROP INLET TOP ELEV.=501.9 INV.OUT=498.2 \ / DROP INLET ELEV. AT GRATE=508.8 INV.OUT=505.6 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 \ =/ DROP INLET ELEV. AT GRATE-502.9 INI\i r- n n n STORM STRUCTURE SCHEDULE.- STORM GA TE A 1E STORM FIL TER 3A DI-1 TOP = 502.00 1 TOP = 501.00 TOP = 500.00 INV IN = 490.94 INV IN = 490.72 INV IN = 491.59 INV OUT= 490.84; (1F) INV OUT = 488.42 INV OUT = 491.59 INV OUT = 490.84 1 F MH O Dl-1 TOP 501.00 fB DI-1; DETENTION CONTROL STRUCTURE - TOP = 498.00 = INV IN = 494.00 TOP - 501.00 INV IN = 490.76 (1 A) INV OUT = 491.73 INV IN = 491.02 (STRCT 2A) INV IN = 488.30 (1E) INV IN = 491.02 (STRCT 1 C) INV OUT = 488.20 INV OUT = 491.02 (15" W/ ORIFACE PLATE) � O DI-3B; 4' THROAT O Dl-1 TO = 501.00 TOP = 499.90 INV IN = 491.66 INV IN = 497.23 (STRCT 4C) INV OUT = 491.66 INV IN = 495.90 (STRCT 3D) MH-1 INV OUT = 495.00 1 C TOP = 501.20 INV IN = 491.07 (STRCT 3A) � O Dl-3B; 4' THROA T INV IN = 496.35 (STRCT 1 D) TOP = 500.15 O DI-38; 4' THROAT TOP = 505.70 INV OUT = 491.06 INV IN = 495.00 INV OUT = 491.83 INV OUT = 500.00 DI-1 10 TOP = 501.65 15" YARD DRAIN INV OUT = 497.10 2C TOP = 499.00 INV OUT = 496.00 30 15 0 30 60 GRAPHIC SCALE IN FEET 4A DI-3B, 4' THROAT TOP = 504.52 INV IN = 499.33 (STRCT 4B) INV OUT = 499.23 O15" YARD GRAIN TOP = 505.47 INV OUT = 500.00 O Dl-1 TOP = 503.25 INV IN = 498.26 INV OUT = 498.16 Q Z Z � a ^ ^ z � W W ck! t' Q W uj cii Q O O � ^ .J z �7 W CV Q z ®O z o wQI--ALL. LULLJ � G. o hc q o "D � Z � � � Fe 0 Z -7t ® O z pip N I`•. tom. W V = N 00 00 U z f'V Z O -' -' U-) }_ o cm m CV _1 00 -;1- -4' PROJECT NO. 20050260 G.L. NO. 151-15-D4.7 FILE NO. G-11410 DATE: 06/26/06 DRAWN BY: M J D/ K LS CHECKED BY: RAR/RKW T/w(5i- RRiNA A. ROSADO 1 No. 038196 05/17/07 sib > )1z!f10NAL HURTsT_ �. A 7- im i0ms PROFFITT 2 01104107 PER COUNTY COMMENTS 5 03 02 07 PER VD0T COMMENTS 6 05117107, PER ALBEMARLE SERVICE AUTHORITY COMMENTS May 17, 2007 - 10: 59am V:\LandProjects\20050260\dwg\EXISTING.dwg SHEET N0. C 1,00 SOME loss- M E } E a 3�� ty 3 y�- - Vu 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. ZONE 2 ,ZONE 1 r r t �tJ G mal r xi..u..Al CONSTRUCTION PHASING NOTES. - GENERAL: THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LISTED PHASES AND STAGING UNLESS DIRECTED 0 THER WISE IN WRITING BY THE ENGINEER. VEHICULAR INGRESS/EGRESS TO THE EXISTING WACHOVIA MUST BE MAINTAINED AT ALL TIMES AT EITHER EXISTING ENTRANCE. OVERLAP IN CONSTRUCTION PHASES WILL BE NECESSARY IN THE AREA OF THE NEW ENTRANCE ALONG RTE 29 AND THE PROPOSED BUILDING TO ACCOMMODATE THE CONSTRUCTION OF THE PROPOSED BUILDING, ENTRANCE AND STORM SEWER SYSTEM. THE CONTRACTOR SHALL SUBMIT TO THE OWNER/ENGINEER FOR APPROVAL, A SCHEDULE SHOWING WORK TO BE ACCOMPLISHED IN EACH CONSTRUCTION PHASE AND TRAFFIC CONTROL. A LAND DISTURBING PERMIT MUST BE ACQUIRED PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES FOR THE EN TIRE PROJECT. PHASE 1: ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENT PERMITS FOR OFFSITE CONSTRUCTION IN VDOT RIGHT OF WAY AND ADJACENT PROPERTIES 1. COORDINA TF WITH THE OWNER FOR VEHICULAR AND PEDESTRIAN CHANNELIZING, TRAFFIC FLOW AND CONTROL PER THE APPROVED CONSTRUCTION SEQUENCE SCHEDULE. 2. INSTALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES J. INSTALL TEMPORARY TRAFFIC CONTROL MEASURES 4. DEMOLITION OF EXIS77[VG HARDSCAPE (e.g. CURB & GUTTER, PAVEMENT, SIDEWALKS, ETC.) 5. INSTALL PROPOSED UNDERGROUND UTILITIES. FIL TERRA WATER QUALITY STRUCTURES (WITH INLET PROTECTION), DETENTION SYSTEM COMPONENTS AND TIE-IN TO EXISTING SYSTEM. 6. CONSTRUCT RETAINING WALL, SIDEWALKS, HANDICAP RAMPS, EXTERIOR CONCRETE STAIRS AND RAILING, CURB & GUTTER, SIDEWALKS AND BASE COURSE FOR PAVING WITH SEAL COA T. 7. INSTALL LANDSCAPING ON THE EAST, SOUTH, AND WEST SIDES OF ZONE 1 CONSTRUCTION AREA AS SHOWN ON THIS SHEET. LANDSCAPING ON THE NORTH SIDE OF THE PHASE 1 CONSTRUCTION AREA TO BE INSTALLED DURING PHASE 3 CONSTRUCTION. 8. STABILIZE DISTURBED AREAS WITH PERMANENT SEEDING AND MULCHING. 9. REMOVE TEMPORARY TRAFFIC C JN TROL S. PHASE 2: ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENTS AND ENTRANCE CONSTRUCTION PERMITS FOR OFFSITE CONSTRUCTION IN VDOT RIGHT OF WAY. 1. COORDINATE WITH THE OWNER FOR VEHICULAR CHANNELIZING AND TRAFFIC FLOW PER THE APPROVED CONSTRUCTION SEQUENCE SCHEDULE. 2. INSTALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. J. INSTALL TEMPORARY TRAFFIC CONTROL MEASURES. 4. DEMOLITION OF EXISTING HARDSCAPE (E.G. CURB & GUTTER, PAVEMENT, SIDEWALKS, ETC.) 5. INSTALL UNDERGROUND U TILI TIES, FINAL DETENTION SYSTEM COMPONENTS, WATER SER V/ CE TIE-IN TO EXISTING SERVICE, PIPE AND METER BOX. ALL U TILI TIES INTERRUPTIONS MUST BE APPROVED BY THE OWNER IN WRITING PRIOR TO COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. 6. CONSTRUCT SIDEWALKS, PAVING AND CURB AND GUTTER. 6. STABILIZE DISTURBED AREAS WITH PERMANENT SEEDING AND MULCHING. 7. REMOVE TEMPORARY TRAFFIC CONTROLS. PHASE J.- ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENTS AND ENTRANCE CONSTRUCTION PERMITS FOR OFFSITE CONSTRUCTION IN VDOT RIGHT OF WAY. 1. COORDINATE WITH THE OWNER FOR VEHICULAR CHANNELIZING AND TRAFFIC FLOW PER THE APPROVED CONSTRUCTION SEQUENCE SCHEDULE. 2. INSTALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. J. INSTALL TEMPORARY TRAFFIC CONTROL MEASURES. 4. DEMOLITION OF EXISTING HARDSCAPE (E.G. BUILDINGS, CURB & GUTTER, PAVEMENT SIDEWALKS, ETC.) 5. BEGIN EARTHWORK AND UTILITY CONSTRUCTION, INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES (E.G. DIVERSIONS AND INLET PROTECTION DEVICES) AS EARTHWORK AND STORM SEWER CONSTRUCTION PROGRESSES 6. BUILDING AND UTILITY SERVICE CONSTRUCTION. 7 INSTALL FIL TERRA WATER QUALITY DEVICES UPON COMPLETION OF BUILDING AND UTILITY CONSTRUCTION. PROVIDE INLET PROTECTION DEVICES FOR THE FIL TERRA WATER QUALITY STRUCTURES 8. CONSTRUCT SIDEWALKS, PAVING AND CURB AND GUTTER. 9. INSTALL LANDSCAPING FOR ZONE 2 IN IT'S ENTIRETY AND ANY AREAS IN ZONE 1 THAT HAVE NOT BEEN COMPLETED. 10. STABILIZE DISTURBED AREAS WITH PERMANENT SEEDING AND MULCHING. 11. REMOVE TEMPORARY TRAFFIC CONTROLS. FINAL PHASE: PROVIDE SURFACE COURSE PAVING INCLUDING 0 VERLA Y FOR EN TIRE SITE CON TRA C TOR SHALL PHASE 2 COORDINATE WITH THE OWNER PRIOR TO COMMENCEMENT OF THE FINAL SURFACE COURSE INSTALLA 7I0N. PHASE 3 30 15 0 30 60 GRAPHIC SCALE IN FEET 0 z Z g a z W w w � Q o o � z ® Z (-4 Q z _ o Z o �N� z Q CON W V = N 00 00 a-Z NZO;'-;t Ln >.- O m m f V ._I 00 ;' --t 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 1T RAM A. ROSADO No. 038196 05/17/07 � ,YlCWAL HDTU 4 373 1 Ow- P R 0 F F I T T SHEET N0. 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C�� _ 11 - ---... ;15M - - , . 44 ., , . w , , . - __ f, . 11 211-M I . - 6._L___ _�_, 1__1_­1__._ ____ _____"�+ ­ , � I -1 .. . - � ­ _. -,.-.. _­%­_ _.. ­_ ­.­-, _. ­ ­_ . - I ­� . ... - ___ ____ -�=.�--�-.---..-��,�",�.,�"-",�--l.1--�I ___.11__­­11­,___­­_11 � I - - -7 -_ _71-11 - -- - LIMITS OF CONSTRUCTION .. � -_ I-/!, ___ 2m ___ �­­­- ___ __ - � __ ___ . ,/'/ - VDOT STD VDOT STD PROPOSED SIG - - � ..... ... ----. - '�---,--___�ll,��"-.�".�..-.�..���-11- - , ­­ __ ______ ---------.�-�.,.:f-----.�-----t"l�.-.... -,::":,-,::::.��.�.'�.-.-�",-----��,---,, =,_:::-:_.­ .. . .... ......... �, l- _ �111'y ­­11 ­­." - �-:��:'�,,��'�'--�L.,:�,��,.L"�l'.�- :i:'��,��__',� %,\I/MATCH A5 CG-6 I - .11 ,­_,_­­jl�,;��, ­­­ - ,�.��l.-.,.�,�.�,-.,�".:-.�..'����4�11--�-I -------- __�_ -1-1.1. __�,­ -.�,.L�:,,�:i�,�l����,,�,-.-.,"�,,� Sim - ­­� �� CG-6 (SEE NOTE 1 0) �,--�P'�-"-4--��,.�..--"��.,���--"��--l��-",-,- w�­­­_._.__.___,__ EXISTING \-THE PAVEMENT WITHIN I ­ u I r", SIDEWALK ,--' ", �, _ ?-- VDOT STANDARD 5' INGRESSIEGRESS ,-_,)�["E, M 1 14" J 'i I [__­ TRAIL THE VDOT RIW SHALL C_,, - -.r- r­ �-)'­ " \ SIDEWALK EA SEMEN T BE AT LEAST THE SAME - --- 1 1 - 1.11) I ) , I C - N I I".' . . �R� �, / ( , B.L � ) APPIROXIMATE LOCATION OF - "-- ' I DESIGN AS ROUTE 29. PROJECT NO. 20050260 SIGNALIZED INTERSECTION OF (VARIABLE WIDTH R /W) I THE SAW CUT AND SEMINOLE TRAIL (US ROUTE 29) AND RIO ROAD (STATE ROTE 631) GENERAL NOTES: 1. STANDARD 24"' CURB & GUTTER TO BE USED ONSITE WHERE NOTED. VDOT STANDARD CG-6 WILL BE USED ON ALL ENTRANCES. 2. CONTRACTOR SHALL LAY PROPOSED PAVEMENT TO PROPOSED GRA DE. CON IRA C TOR SHA L L 0 VERL A Y EXI S TIN G PA VEMEN T W1 TH A SPHA L T PA VEMEN T TO MATCH PROPOSED PA VEMEN T GRADE J. ALL DIMENSIONS ARE TO FACE OF CURB WHERE APPLICABLE. 4. EXISTING LANDSCAPE THAT ARE PROPOSED TO BE REMOVED CAN BE RELOCATED ON SITE 5. REFER TO SHEET SC 1.0 FOR SITE LIGHTING LAYOUT THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE ACY 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 Y 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. J89.6 .9 PARKING REQUIREMENTS EXIS77NG 3,500 SF BANK 1 SPACE1150 SF + 25 SFIDRIVE THRU LANE 3 DRIVE THRU LANES PROPOSED 1 SPACE1275 SF = 1J SPACES REQUIRED EXISTING J,500 SF BANK TRAINING CENTER 1 SPACE1150 SF + 25 SFIDRIVE THRU LANE J DRIVE THRU LANES PROPOSED 1 SPACE1150 SF = 23 SPACES REQUIRED J6 SPACES EXISTING PROPOSED 8754 SF RETAIL SPACE (RETAIL SPACE SHALL BE DEEMED 8001a OF THE GROSS FLOOR AREA, PARKING REQUIREMENTS SHALL BE BASED ON 10942 SF OF RETAIL SPACE) 1 SPACE1100 SF UP TO 5,000 SF = 50 SPACES REQUIRED 1 SPACE1200 SF OVER 5,000 SF (J754 1200) - 19 SPACE REQUIRED TOTAL SPACES REQUIRED = 69 SPA CES PROPOSED 4238 SF RESTAURANT SPACE 1J SPACE11000 SF => 423811000 * 13 = 55 SPACES REQUIRED TOTAL SITE PARKING REQUIRED = 160 SPACES TOTAL SITE PARKING PROPOSED = 1 J9 SPA CES OVERLA Y TO BE IN G.L. NO. 151-15-D4.7 ACCORDANCE WITH THE FILE NO. G-11410 VDOT WP-2 STANDARD. No.- DATE: DRAWN BY: MJD/KLS ___ - - SE TBA CK REQUIREMEN TS ----------_ - CHECKED BY: RAR/RKW . - 5. - THE FOLLOWING LOT AND BUILDING COVERAGES ARE. HANDICAP RAMP LEGEND ROU TE 29: TMxj 061-122A rc_� I 10' PARKING SETBACK N 0 TES. EXISTING USE. GAS STA TIONICOMMERCIAL 1 SIDEWALK/CURB RAMP TYPE 1 30' BUILDING SETBACK PROPOSED USE: RETAILICOMMERCIAL DE VEL OPER: UNICORP NATIONAL DEVELOPMENTS, INC. CR PROPOSED LOT ACREAGE. 1.529AC. 2 SIDEWALK/CURB RAMP TYPE 2 ROUTE 6J1: ­. . 0 7505 W. SAND LAKE ROAD AREA OF OPEN SPACE: O.JAC. (201wo) CR IMPERVIOUS AREA: 1.2AC. SIDEWALK/CURB RAMP TYPE 3 10' PARKING SETBACK 1, 11 ORLANDO, FL J2819 3 30' BUILDING SETBACK _11 CONTACT. STEVE MESSING TMAJ 061-122 �,. A � (81J) 261-5108 EXISTING USE: BANKICOMMERCIAL NOTE: SEE SHEET C5.0 FOR HANDICAP RAMP DETAILS U R NA A. ROSADO PROPOSED USE. BANKICOMMERCIAL No. 038196 1. TMJ 061, PARCEL 122A PROPOSED LOT ACREAGE: 0.945AC. ZONED: C 11EC AREA OF OPEN SPACE: 0.25AC. (267o) IMPERVIOUS AREA: 0.73AC. 4 05/17/07 UD , AN, 2. TM# 061, PARCEL 122 . 'WZ JONAL - ZONED: C01EC 6. ESTIMATED ADT IS 595VPD PER ITE TRIP GENERATION 7TH EDITION FOR RETAIL CENTERS BASED ON GROSS LEASABLE AREA. PROPOSED ZONING C11EC 7. ALL BUILDINGS ARE APPROXIMATELY ,30�-O" HIGH. J. SOILS IN THIS AREA CONSIST OF THE ELIOAK LOAM SERIES AND ARE GENERALLY DEEP, GEN7LY SLOPING (2 TO 7 PERCENT) 8. ANY LIGHTING PROPOSED IS NOT TO EXCEED 0.5 FOOT CANDLEPOWER AND 25' IN HEIGHT AT THE PROPERTY LINES. THE EXACT SPECIFICATIONS FOR AND ARE WELL DRAINED. SURFACE RUNOFF IS MEDIUM AND THE SITE LIGHTING IS TO BE PROVIDED BY THE BUILDING CONTRACTOR. ALL EXTERIOR LIGHTING SHALL BE NON -DIRECTIONAL AND GLARE SHIELDED TO H U RT Owls THE EROSION HAZARD IS MODERATE ACCORDING TO THE PRE VEN T IL L UMINA T1 ON OF A D JA CEN T PR OPER TIES. 20 10 I I 0 20 40 I I 4UPROFFITT SOIL SURVEY OF ALBEMARLE COUNTY PUBLISHED IN AUGUST 1985 BY THE NA77ONAL RESOURCE CONSERVATION 9. THERE ARE NO OBSTRUCTIONS BETWEEN THE PROPOSED DRIVEWAY AND STOP BAR AT INTERSECTION. I 111___ -0 MEMNON GRAPHIC SCALE IN FEET SER VICE . 10. ANY NEW SIGNAGE WILL REQUIRE A PERMIT PRIOR TO INSTALLATION. 4. THE PROPOSED SITE IMPROVEMENTS ARE ADDITIONALLY LOCATED 11. ALL ENTRANCES TO BE VDOT STANDARD CG-11 WITH 30' MIN. WIDTH AT RIGHT OF WAY 1 061�?6106 PER COUNTY COMMENTS SHEET NO. WITHIN THE FOLLOWING DISTRICTS.- RIVANNA WATERSHED DISTRICT PER COUNTY COMMENTS C 291 4 19A PER COUNTY COMMENTS ENTRANCE CORRIDOR OVERLAY DISTRICT 1 11-4110 1 AIRPORT PROTECT70N OVERLAY DISTRICT 03/0 107 J___ PER VDOT COMMENTS I -5 Mav 17, 2007 - 11:00am V: \Lan dPro iec ts\20050260\d wq \Site-R 20. dwq -, j - yg 33 j �} • ,+'' 3q jI jj V t';G"111\:1A 3 i 1 d:✓ 11�I�J fNII) 4d - �K ' 3'I iy'ly° N Y MAI„ 9 �:. ,., % 1 1 y f j I EXISTING LIGHT POLE 2 t _ _- s �. a ,� � � , TO BE REMO VED 7 pj T� .. p j{ �' i � t J _-93 .,)li , 5 _' 33 sz 3i ,.r !a. _ x_ _ � . �._,nu..._.- -. ._ . . a _ . - , , P��-= __ . - _ � LIMITS OF CONSTRUCTION PIE - QED SEWER = LIMITS OF CONSTRUCTION _ _�' DUI T BC X :� IAA• ry s- 3 r Ji f:'l a'•.. .. i. NE;0 , UTILITY ,!,I�°�91 E EA'_-r ��, M EA UTILITY SE ___.- "��_� -> �- _ �- � ,� �_._... �_�:___•'--�--��� w„O MA tJ •> , E SE ENT PROPOSED \ UTILITYA PROPERTY'=L%IWE. INGRESS/ CRESS INGRESS/EGRESS EA SEMEN T EA SEMEN T VARIABLE WID TH VARIABLE WID TH B , PROPOSED CONTRACTOR TO SANITARY LINE � � •�'. _- --- .,; :� . � �, ,' •• �• . J� TRA CE LINE IN 4 -� "! FIELD AND J, M1 d 1 II ° 3a LOCATE OUTLET vI.u_ OF PIPE , p UN � iy v tl0 , 115.50LFOF6" SDR 26 @ 1.007' (SEE SHEET C 3.2 6750 LF OF FOR SA NI TAR Y „ 6 SDI? 26 PROFILE) @ 1.027o Iiiii[■Lim STORM LINE 4Jr rC CO PROPOSED SANI TAR Y CLEANOUT TOP = 504.40 INV = 496.75 STpq� PROPOSED SANITARY _ J CLEANOUT FF = 502.00 I FF = 502.00 I FF = 502.00 TOP = 504.40 lNV = 496.06 , n NO, , 4 , PROPOSED I� I 14,765 SF BUIL ING SF; PROPO ED 6" FIRE SERVICE C' FF = 502.00 I (RETAIL = 10,942 RESTAURANT - 4, 238 AND BI CKFL 0 W SF) � pREVEN TION APPARA TUS - FF - 502.00 (CONTRACTOR SUBMIT I SHALL I PLUMBING FIXTURE PROPOSED PRI VA TE FAN i COUNT PRIOR � I TO ORDERING Y W TER LINE OR 2" TYPE "K" COPPER DUAL DOMESTIC I ASSOCI TED MA TERIAL PER I SER VICE. I ALBEMA(?LE COUNTY I SEERVIC AUTHORITY I I SPECIFI -I A TIONS) ` J PROPOSED METER AND METER BOX ASSEMBL Y. SIZE TO ® ` DETE•RAWNED BY COUNTY SERVICE A U THORI TY. 1p - , •a Ell::- C NSTRUC TI N S LIMITS OF 0 0 T. A 1 2+ 2. 69 3 6 EQ 'D 1-BL 0 WOFF ASSEMBL Y SEMINOLE TRAIL STA. 12f22.20 . . ...:. R'IE. 2.5 .B. L. REQ'D (VARIABLE WIDTH R/W) 1-8" GATE VALVE STORM STRUCTURE SCHEDULE.• Q STORM GATE 1E STORM FILTER 1 A TOP = 501.00 TOP = 500.00 INV IN = 490.94 JN V IN = 490.72 INV OUT= 490.84; (1F) INV OUT = 488.42 INV OUT = 490.84 1 F MH 1B DI-1; DETENTION CONTROL STRUCTURE TOP = 498.00 TOP = 501.00 I(N V IN = 490.76 (1 A) INV IN = 491.02 (STRCT 2A) INV IN = 488.30 (1E) INV IN = 4-91. 02 (STRCT 1 C) NNV OUT = 488. 00 INV OUT = 491.02 (15" W/ ORIFACE PLATE) ,DI-3B; 4' THROA T 2A TOP = 499.90 THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE INV IN = 491.66 LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY INV OUT = 491.66 UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE �C MH-1 CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY 1.20 TOP INV IN 50491. = 49107 (STRCT 3A) DI-3B; 4' THROAT COMPANIES TO SEE IF .ANY UTILITIES EXIST WITHIN THE AREA OF THE 28 TOP = 500.15 PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY INV IN T 496.35 (STRCT 10) INV IN = 495.00 DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE INV OUT = 491.06 INV OUT = 491.83 .OF THE CONTRACTOR. D/-1 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR '� TOP = 501.65 INV OUT = 497.10 2C 15" YARD DRAIN TOP = 499.00lNV SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE OUT = 496.00 AND LOCATION OF THE WORK. EXISTING LIGHT 2� POLE TO REMAIN STORMFILTER MAINTENANCE NOTES z I. ALL STORMFIL TERS REQUIRE REGULAR MAINTENANCE. z MAINTENANCE FREQUENCY IS DEPENDANT UPON SITE : CHARACTERISTICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE IN TER VAL IS 12 TO 18 MONTHS 2. STORMFIL TER MAINTENANCE IN VOL VES REMOVAL AND z p REPLACEMENT OF FILTER CARTRIDGES, REMOVAL OF W A CCUMULA TED SEDIMEN T, AND VA UL T INSPEC TION. H 3. FULL MAINTENANCE SERVICES MAY BE PROVIDED BY o w Q STORM WA T Q ER MANA G EMEN T INC. REPLACEMENT w � �'■'■ p o u- CARTRIDGES ARE ALSO A VARL7 ABLE FROM STORM WA TER t _ ? w MANAGEMENT ON AN EXCHANGE BASIS TO FA CILI TA TE z ® O z Q o OWNER PROVIDED MAINTENANCE A C TI VI TY. �, a, w 4. SPENT FILTER MEDIA AND OR SEDIMENT REMOVED DURING WL16 � o °� � � 01 I� O MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE � ® z �- N o WITH ALL APPLICABLE WASTE DISPOSAL REGULATIONS. z � _ 5. REFER TO STORMFIL TER OPERATION & MAINTENANCE is ix N co � V GUIDELINES FOR MORE DETAILED INFORMATION OR z N z o �' � Ln >_ o m cm CONTACT STORMWA TER MANAGEMENT AT 800. 548. 4667. - N -j CO � � 3 g 'i 5 ae • 1 - 1F�� §1y,,.s� gi; a aS ay� ��1a _ 3 S i3� # 4 ,t, I �� '. � �� • Jv� Y i9i • � ,y�, ty�0 1 _ z r _ . f t.� t - f 51.. ..#- x 3.._... 5 .,'v6:r .{ Y:� _ -_ ,,, Y.:.. .. .__-. u_} - .r... -- �� rs-.=t,.,.f. r �_ .�„ eT,!# ll.�,asSf.. ., ,z�. rt- ,_-' - '-'3.-.- ,Y=-�..::.. -02r, , ,.f ' .._ _ _ � ._ ld $....:,. _.... ,. 1.. .. . , `k .,r..::. €,�, , -r,.; - - ,. , �ELEV. t - w...._,. a '-.u,. _T .. �=- �,,/'. 1 z--ate ma's £- v , aJ' . .?..., . .x£.:-a 5 �., __'" - _ g -. - o. a•�' s.� �,.� .tea � .,awn �_ �``� � �-� _ �+ 1 (PROPOSED) N J. �■i� _ ) �s W = ? ' - V mg _ J E i _ jr iv.•., u•. s }.. _ _ . _ i P5 .fig pp �yt rt•aj �i �'a JS ta- W tl ilaq vMrl �_ -tom _ ,. Vbj �M 2_-� .ER ' If ;�, , :. ., a #Iaa 5W� � w.r� !�,.: �:.�$ :!..-:.., ,r !. _ ', s ,• t�1�1'�' �".::.!� 6Y i;c111 �,�J d 4f1,LEW �,, �� r d�� .xf=d ..., IN V. IN 'B'- 486.2 (PROPOSED) �j cN �'F i W A� a: I Y A" / f,g" • ; y,P'^ - N �i� a x�•Le"' , .,a.., 41 1 �3 CURB f-L USH' WITH GRADE ` _ A I �� ,: r� ,a � a '' £ j � mj -� . �� r=; ''� TO_P ELEV=497.90 (PROPOSED) auj ° AM � a , �. % �! auj ca j J. a' 133 1 s ! ' 3 • , TIE IN TO EXISTING m , WA TER SER VICE " �' x _ RETAINING _ rFVA{ 1 �. °3 01-1 - WALL In I I'� ��, I b.I Y �iqB qSF�hm INGRESS/EGRESS ��T h� - 1.,� I°�I.�.I;�.,"�/. � ���:�� EASEMENT � �� I PROPOSE o1 D - � . N _a , . _:1 ].30 z W PROPER TY LINE./NF v J r,...::,. I X 16 STORM STA- .�0+00 ®. INI��,����,��T_,.4 ..'���.I FILTER SYSTEM -TIE III T4 EXISTING WA TER SERVICE. LINE 2 1 4 ST RM REQ D At' _11ESTORM GA TE BYPAS A61-8"X8" TAPPING VALVE AND CONTROL STRUCTURE ® SLEEVE I 3. , 00_,A_�L UTIL/ TY EAAM (SEE SHEET C 3.1 FOR WA TER1N2 VA LINE'RIABLE WID D '} . a = a PROFILE) I II I STORM ,� I x� d•�,a.� LINE 1 mi _-1>��r l LL-A .tea EXISTING - -L�_-V. I" 6 DIP C 52 �x -- - - �.�. TS OF CONSTRUCT/ N , �- E TI D _ I M x ,I ��..�s - WAT � ALVE ^= u s _ m x wJ .,:�:..�z ,...tote..c,...lc,a..!..:,-•,:vWe.,. - s -` - ----- ,!:,,f -•,-._ ,....�„>. , ! �s ,. ,,..,,:�._. :,:.:»..�:. :.:�.u:., ,. ... _ _ _ ,.. _ ,,.�.�..,::,..::,, _ ,,,,! -"gay "•� „ ... ,..a:.v,ayn,,,w- n,-�,.,.....:,....,.,,�,�,,:. + . c � . .:.. .:.,.-, .u�,:�,,.w:...w,,. xt:urx „a::,,.:,a» .:_�,., ,,.,,.:.,• .,,..,_._ ,v.,.„.M ...�.._:.. ,.:,,.,. 'a ._y.,+•--,-.a•.e-zh,.,s. .ac.ev+ .euv-muv,we! t�.u+-'+r.: , _ , -nw a. ,.,.v.v, 5 i .r:,,rvw,vx„a.::.:.:»,uuw.auruvmnu.:r.,s,n:..xn ::v.,..w .. •.,:.=.�°ow::,:.,,. •._::::::•s,:.:::.. --.. • _ vim,:.,. -� - - - -, :. __ __ a .. w, - y,,.. ... : .. ,...,., �, n n m. i Ej 5 • REQ D STA. 10f 04.04 �`�' THE PAVEMENT WITHIN ��• » .y 20050260 1-1 " NEW SER VICE 6 REQ'D Q �� R ° t � PROJECT NO. INGRESS/EGRESS THE VDO T R/ W SHALL ,v3 { 1-1 " METER STA. 10-f-10.50 1-8" GA TE VALVE UTILITY NOTES: �{ = ' �' t ' -' G.L. NO. 151-15-D4.7 EASEMENT BE AT LEAST THE SAME 1-CONCRETE THRUST BLOCK REQ'D ' t,' DESIGN AS ROUTE 29. AND TESTED FILE N0. G-11410 2-45° BENDS THE SAW CUT AND 1. ALL SANITARY SEWER AND WA TER LINES TO BE INSTALLED OVERLAY TO BE IN 2-CONCRETE THRUST BLOCKS PER THE LATEST EDITION OF ALBEMARLE COUNTY STANDARDS AND DATE: 06/26/06 ACCORDANCE WITH THE SPECIFICATIONS. DRAWN BY: MJD/KLS VDOT WP-2 STANDARD. CHECKED BY: RAR 2. ANY CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER, THE OWNER, OR ALBEMARLE COUNTY PRIOR TO CONSTRUCTION. 3A Dl -14A DI - 3B; 4' THROA T - - TOP - 502.00 3. ALL SANITARY SEWER LINES WILL BE TELEVISED PRIOR TO FINAL INV IN = 491.59 TOP = 504.52 Q STORM SEWER SCHEDULE - - TANCE PROJECT. CRUSHED, OVAL SHAPED, OR OTHERWISE' 0 INV OUT = 491.59 INV IN = 499.33 (STRCT 4B) " UNACCEPTABLE PIPE WILL BE REPLACED BY THE CONTRACTOR AT HIS INV OUT = 499.23 2A 2B 34.0 LF OF 42HOPE @ 0.50�' Dl-1 EX2 IF 23.77 LF OF 15" HOPE @ 7.579� �� EXPENSE. o �� 3B TOP = 501.00 2B �c) 38.0 LF OF 15 HOPE @ 2.639' R NA A. ROSADO INV IN = 494.00 15" YARD DRAIN e_e 7.9 LF OF 15" HDPE @ 1.00� 4. ALL SANI TAR Y SEWER LINE SHALL BE SDR 26 PVC, UNLESS No, 038196 INV OUT = 491.73 TOP = 505.47 1 C 3A 103.5 LF OF 42" HOPE @ 0.50� 0 THER WISE NOTED. 05/17/07 INV OUT 500.00 IA 01B.10 8.44 LF OF 15" HDPE @ 0. 95q' 5. CONTRACTOR TO FIELD VERIFY ALL INVERTS AND CONNECTION POINTS '* 'SZONAL ' 4C Dl -1�3A 3B 2 7. 7 LF OF 42 " HDPE @ 0. 507' PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION A C TT W 71ES. IF 3C Dl -1 TOP = 503.25 B 2A 126.7 L F OF 42 " HDPE @ 0.51 �' TOP = 501.00 INV IN 498.26 POTENTIAL CONFLICTS ARE DETECTED, CONTRACTOR SHALL NOTJ'FY INV IN = 497.23 (STRCT 4C) lNV OUT = 498.16 3B 3C 61.2 LF OF 18" HOPE @ 1.63�' ENGINEER IMMED/A TEL Y. INV IN = 495.90 (STRCT 3D) 7.87 LF OF 42" HOPE @ 0.52�' 6. CONTRACTOR TO SUPPLY PLUMBING FIXTURE COUNT TO ALBEMARLE r - - INV OUT = 495.00 3C 3D 66.6 LF OF 15" HDPE @ 6.15�' 4 HURT COUNTY SERVICE AUTHORITY. 20 10 0 20 0 - 1 C 1 D 28.73 LF OF 15" HOPE ©2. 619' M PROFFITT 3D DI-3B; 4 THROAT 3C 4C 93.6 LF OF 15 HDPE @ 1.007 GRAPHIC SCALE IN FEET TOP = 505.70 1A 1E 11.93 LF OF 15" HDPE @ 1.0% IN V OU T = 500.00 4C 4A 96.8 LF OF 15" HDPE @ 1.00�'A1 0612 06 PER COON TY COMMEN TS 1 F E 11.75 LF OF 15 " HDPE @ 1.02q 2 12 01 06 PER COON TY COMMEN TS SHEET N 0 . C4B 4A 67 03 LF OF 15" HDPE @ 1.00q' 4 01 24 07 PER COUNTY COMMENTS 5 03 02 07 PER VDO T COMMENT S 6 6 05117 71 PER ALBEMARLE SERVICE AUTHORITY COMMENTS Nv �a W �z W ZZ� co (1) ZZ z �� J �O J JJ� JJ LQ J �X �.� � m �� J � � �� J oNOON p o I cnLO � �.°o°o �cncn Zo N cncno o moo O _0 co I h 00 Z O O� U O p p p Z (OO N �� co�co o o 0 00 °moo :z(0 o�vo,- D�o�o�v`o� �" �►��o�``�� �� ��N ' oo rn o °° °0 rn ao o Il rn o o II 0) 0) � rn o Il rn rn II '� wo>"¢II oo II Q�> II II m��O� d-it C��-o� II N^� II _} II I I �-- cn II I l j o f I I j j -� -{. J II 11 J �, �. J II 11 I, L �. I-- �wZz� O II Z Zp-.,WZpp- ooWWZ Zp ���WZ �p TWO -O ., CL. I- I-o �> � LLJ W � p F-." p z z a_ cn ? ? Z cn cn Z ? cn cn cn �- Z co � Z PROPOSED-� GRADE DATUM ELEV 111 / II 520 EXISTING GRADE 500 28.74 15" HDPE © 2.61Z �-7.87 LF OF 42" HDPE C@ 0. 1 % 480 8.44 L F OF 15" HDPE 0.91570 7.90 LIF OF 15 HDPE ©1.07 c� 1_� N O 0 rn O 0 d- LO LO 10+ 00 STORM LINE 1 4 1 STA: 10+00 TO 10+77 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. MAIN THIN 500 18 MINIMUM CLEARANCE 480 DATUM ELEV 475.00 10+00 11 +00 STORM LINE 2 4 STA: 10+00 TO 11+99 NO iN ZN Q iJ ~uj �� O Z J �'j 'J 0 ���`'., CJJ co Oq � � )cn �NNNp lv rl OO-f-�.�p`� �0(3) rl OOp� p� 0� J�� `_� ����d- 0 rnrn "�) W Q mod- N�> rn ),V-�� �.Icn NN }_ � W II II I- an + W II _� W >o� uZ z� F-r�,z� Q) E- CL�» EXISTING G ADE ----------------- ..x *If RN oil,:�r.r4' 4 F II E.9# r tl 4+wh rfi1. C ;Yl .� °i", r€ ryp t,II'.'tII"Il;hl LP � �����q'�} � I I': � tlIF�� drnrit s wIi i3" j� II 11 ✓. 1,�. _ }.fl }'.� . r.,rlla w�Itlh�NP 12 .7' LF OF 4 " HDPE (91 0.51 Z 34.0 LF 0 42 $1 HDPE r� o I --PROPOSED GRADE 50 MAINTAIN 18" CLEARANCE ,-PROPOSED /1 ff r j 2 DOMESTIC Q WA TER SER VICE PROPOSED 6 " FIRE 66 38.0 LF OF WATER LINE 15" HDPE ® 2.63 7' 480 W O O J O O 6 v O O Q Q �. Q W Q~ Q Q ~ m <� O j Lr)p W� o o o i W LLJ v Z W dJ o > Z O N pW QW�LLj p � >_p o 4 LLI LQto co cW �� -� Ln ►-' W� �. �� W O L-Li Pz Q) ft Q) rz (Z) Q) CQ LLJ Ljj 3< C) Z) ft :z .O c) 4 w L.Lj "Sc 0 ^ ,O Lo O Ln O � W •• " •• � C� •• Q I Dr op O v Q O� W cn Q Or oo Q O► q Or (f) cn � cn � � Q I PRO�OSED GRADE - 500 EXISTIING GRADE `PROP ED 8" DATUM ELEV DIP CL 51 480.00 � '� o0 � Cfl d d d 10+00 11 +00 WATER LINE 0 60 STA: 10+00 TO 12+26.93 �� N d- 12+00 500 DATUM ELEV 480.00 0 LO 10+00 11 +00 12+00 STORM LINE 3 4 • STA. 10+00 TO 12+59 L a L c 2 U LL 520 DATUM ELEV 480.00 W WLQ 0 o W 0 QN co"'zf Q`': L l QO��d- -� (0 (Z) `j qLO p��D F U?�d-�h dam... � ��pop O I (n�p�' ���Od' l cs I I �- I I p co �.. I I N- I I o w ll II (n l� ll �. +l- �wz?0 C > Q) v�W?p Q ->> > z w � ? i � �. (J) (J) cn v) i- EXISTING GRADE PROPOSED GRADE I , I I I 1 i I MAINTAIN _ _ SEP I RA TION �r 115. LF OF 67.5 F OF 6" DR 35 6" S R 35 © 1. 00Z ® 1. 03% c0 � O C6 O � O O LO LO Ln Ln 10+00 11+00 SANITARY SEWER 0 STA: 10+00 TO 11+88 Uv � 6� UM W I Z Z OO ,� (W ip �O Job �o O ; V t, I �;p �orn�? �000� IU)I't O "�oNoo,� � � O - '`� ���rn I WW i��� II W I I °) M,I. II m�,�- �q -�,WIII- �+JII� �JIIII� �z �s-�.W�p ��WZ� ��W?Zp I- cl� - ROPOSED GRADE EXISTING GRADE _r-- -- J ___.__.--- k s= £' a MA IN TA NV CLEARANCE 1v 'il ;r*lyyy' s 'a<" 3 Ik rt{ 'E# 3 t *''-i'e-.j "9B- y w'" „^ Y' •-P N f LF 103.5 LF 01 F 1 " HDPE 15 " HDPE 42 " DPE CU 1. 63 q © 6.15 Z @050� 27. 'LFOF 4 " HDPE 00 - d- o �n r- d- r- 0 N 0 r� O 0 LO 00 � L Ln � Ln 520 500 520 500 �- 5.00 LF OF 6" SOR35®1.007 52, 50 DATUM ELEV 480.00 1C ZOO 520 500 9 D n 'STORM LINE 4 A4ABTA: 10+00 TO 12+57.46 HORIZ. SCALE 1" = 50' 50 25 0 50 100 10 05 0 10 20 VERT. SCALE 1 " = 10' 1 0612 06 PER COON T Y COMMENTS 4 01124107 PER COUNTY COMMENTS 5 0,3102107 PER SERVICE AUTHORITY COMMENTS 6 6 05117107 PER ALBEMARLE SERVICE AUTHORITY COMMENTS 0 Q Q - O Z O > Z a= � o aW O� � = a UJ � w J � = m LLM O �, Q � 0 u � Z - a Q � � o Z W Q J m tA W 0 0 V Q Q = V PROJECT N0. 20050260 G.L. N0. 151-15-D4.7 FILE N0. G-11410 DATE: 06/26/06 DRAWN BY: MJD/KLS CHECKED BY: RAR e, R NA A. RQSAU0 No. 038196 05/17/07 lzo .,� CWAL HURT =..PROFFITT SHEET N0. Q C 3el / " I _! I . . / I I ,- �- A ­11 _) 1­.11, J`( _ it Lp., ("r`�vl p ""li, / 11 N/1 I"?, C-31 f,] I A ELE"I'_". ]FR I C /� N D 1"' O'� rV . / J, t""i'l � - 1-k I I N! I ' J, ,, MAh" l­[EN/k[4CE EASEME ­ .,,", -,I / ",N4. CD ­ - _�� 14 . 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Qx -1?, �,,�� `_ '_ \ I _ - .1 -�� ly,,r,, 1:�,� , I � 0- 'i ��) , '_,; �, Al) V.11) I - '�S& 1;ev I.:) .." ��6 (j) .4�. t" � ,) TM# 61-122) THE AREA SHOWN WAS ACQUIRED BY NATIONAL BANK & TRUST COMPANY FROM ROCKBRIDGE REALTY, INC. BY DEED DATED OCTOBER 15, RECORDED IN D.B. 479, PG. 205 OF THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE COUNTY, VIRGINIA. SOURCE OF TITLE: (TM# 61-122A) ACQUIRED BY SAMUEL J. JOSEPH, JR. AND JANET A. L J. JOSEPH, JR. AND JANET A JOSEPH BY DEED DATED SEPTEMBER 8, 1999 .AS RECORDED IN D.B. 1856) PG. 264 OF THE CIRCUIT OUNTY, VIRGINIA. THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE ACY 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 . Y CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE I 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 E WORK. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) @ TEMPORARY CONSTRUCTION ENTRANCE (�D SILT FENCE WITH WIRE SUPPORT 0 INLET PROTECTION — - ___________� GRADING NOTES. 5 1. TOTAL DISTURBED AREA DURING THIS PHASE = 0.00 AC. 1 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR 77-IE DURATION OF THE PROJECT ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 6. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 7. CONTRACTOR TO BE RESPONSIBLE FOR REROU77NG ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF I DISTURBED AREAS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING E&S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTAN77AL STABILIZATION OF THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPECTIONS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES. 10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING ANDIOR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TA KING WHA TE VER MEA SURES A RE NECESSA R Y 7 0 CORRE C I A lVDIUM CUMI-1 N_')A / L bul-�VL M//V C7 ffmut-L m / r u WIVL ff,�> A Iyu / HL u WIVL K r um A uAm1iur__­) uur- /V 2.0 1.0 0 210 410 DUST J � �,���ml Q z E z 1i 0. 0 ^ 0 ^ Q z 0 5: uj uj > ce 11iiii- W m 0 u_j (A �mm < r-i ce ^ 0 Imm ix UJI C-4 _j ;;� !� z � 0 z 0 ' w Lj. 0. W < F- -�_: U_ w 0 > \0 "D r-, uj L& w = �D 0 ON -4, z (D ry aiii, rl.-. 0 lzt rl-. (D -t 0 0 Z= . . . z M rq r�­- N w u <� = -:4- -Zt "t * fie ,4- u c"l `� cq Z r14 Z 0 -4- I;t Lr) >_ 0 im m am . r4 _j 00 -4- -,t A - - ARRE22%, - m-m A W Ir - i I � - .- . - , �� � _. mm� rml a < < � LLJ C) Z (A � ce (D < ce � x 0 > z ce if� < z mi < m am 0 (A w (D CL Lij z mi IIIIIIIIIIIIIIIIIIIIIIIIIII ce in = < (A *a ui UJ M (D ce = mmi 0 i,,,,. < in u. if� Z 0 1� u < z � ix MA < ii� 0 �e (A � Ix z in FM LLJ z < mmi w NJ � > U s< (n �� LLJ Z > I.. 0 C) �= 0 (A = mi 0 u 41:c ce = LLI : u PROJECT NO. 20050260 G.L. NO. 151-15-D4.7 FILE NO. G-11410 DATE: DRAWN BY: CHECKED BY: RAR � 0 .,� . �. I , , . * 11 \ ) I 0 R NA A. ROSADO 1, No. 038196 ,4 05/17/07 ,0 , _ " ' �'-Ib � 1�%_.- " ` " 4 ' ' V,!L-y1CWAL OY;� - - � . H U R T Avi i - ,xj!5 A W ­ llw.mmh� 93" PROFFITT I GRAPHIC SCALE IN FEET PER COUN TY COMMEN TS � 2 1210110 6 PER COUN TY COMMENTS 5 May 17, .0,310 �?/ 2007 - 07, 11:00am PER VDOT COMMENTS I ___ V: \Lan dPro jects\2005026 O\dwq\Site-R 20. d wq SHEET NO. C4.0 PUBLIC VEHICULAR ACCESS 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. 4719, 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 NATURE AND LOCATION OF THE WORK. WI 1 H WIRE SUPPORT f a f , n � .:ei Y j i _ 4 lt"€ r.3j , ...:._. -.✓ 5 a. ..i f'qg:" ngr7 i � $ 1 'e z..,,' ',,./ '<' r .2i, .�„ �} g i _::y �.r ;Q •� �ap•ubn%i�3... n. dH »v..a k 'Z ANY ADJUSTMENTMENT ' TO 1 3% .., , 5 THE LOCATION OF THE `--- POST SIGN TO READ: "ENTRANCE SILT%FENCE I, "., CULVERT VER T INLET PROTECTION CLOSED —ALL BANK ACCESS I S WI TH WIRE Q AND EXCA VA TION SHAD. BE OFF RIO ROAD ENTRANCE." SUPPORT x :a..... a - , COORDINATED WITH THE, (VARIABLE WIDTH R/W) ALBEMARLE COUNTY EROSION 3 +jr AND SEDIMENT CONTROL %„ INSPECTOR. _ 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 WITH WIRE SUPPORT IP INLET PROTECTION DD TEMPORARY DIVERSION DUKE TS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING EXISTING LIGHT POLE TO REMAIN y l7 J W °, 1 ` GRADING NO TES. Q 1. TOTAL DISTURBED AREA DURING PHASE 2 CONSTRUCTION = 0.80 AlC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 957 STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 90Z STANDARD PROCTOR, PLACED IN 8" LOOSE LIFTS. ALL OTHER FILL MATERIAL TO BE COMPACTED TO 909' STANDARD PROCTOR. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPACTING FILL MATERIAL. 7. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 8. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING E&S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTANTIAL STABILIZATION OF THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPECTIONS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES. 12. 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. A r a SIL T FENCE YH WITH WIRESUPPORT �I fg i J � j t ]g j3 S 3 fa 3{ 7 i PHASE 2 LlMI TS OF 5Q WORK ZONE Z z z a z a oG 0 w Oo� t� ,;t —J zLU _ z ® zN0'`��C z ix=�0°No c.� 0® z��-r•o W u = N 00 00 z fV z O AM- T(� RA1'NA A. ROSADO I No. 038196 05/17/07 � ffi 0MAL HURT2r- OLPROFFITI 20 10 0 20 40 GRAPHIC SCALE IN FEET SHEET N0. 1 06 26 06 PER COUNTY COMMENTS 2 1?Al 06 PER COUNTY COMMENTS C4el 5 03 02 07 PER COUNTY COMMENTS May 17, 2007 — 11: 00am V: \LandPro iects\20050260\dwq\Site_R20.dwq 2 J 3 1 � WEB P d / . '41 �IRkul-� IA ._�,�,r1f,I(v,. A�1�.� If` , ;:OM A-13. _, . �. �// j' , D. L . . 5 PG, 1-7. ��, co ��" �,� r. ;, ,:. r q,,,,,, a f _ "e 1 .:, - - _ J) , ,1 ip}..r .f II z j . . , '111.._, ," / �d `' is , EXISTING LIGHT �. F ,: \ �I ! I ) POLE TO REMAIN J << ,� , T # :, .;,,,li I �° EX/STING,'LIGHT POLE 2 �` z `` -. x , ; , , r ,, TO BE REMOVED 3 f a - a 7" , . � ,3 °•nO ] ai w a'`- I 1 d l Y +Sf" .-...... 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PUBLIC VEHICULAR ACCESS `, CUL;VERT INLET PROTECTION /. s -1. _�11 � -m;, % 5% 31. , CONTRACTOR TO MAINTAIN SHALLL REMAIN UNTIL THE �,% y - jI SUPPORT%% ,� M, , .., TWO-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION OF THE FINAL SILT FENCE �,� E; � , 6 POR TI ON OF THE STORM LINE ,, WI TH WIRE Q R 1 AND A'PPRO VAL FROM THE SUPPORT j (VARIABLE WIDTH R/W) t ', EROSIO%N CONTROL INSPECTOR. , , a,-, t I-�/ # , �=d ,ri � , 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 1 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 TH E WORK. _ ), I I_/AM, ",1Yn 1m > i1 -w _,k 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 GRADING NOTES. 1. TOTAL DISTURBED AREA DURING PHASE 3 CONSTRUCTION = 1.72 AC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES- SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 9590 .STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 907 STANDARD PROCTOR, PLACED IN 8" LOOSE LIFTS. ALL OTHER FILL MA TERIAL TO BE COMPACTED TO 907o STANDARD PROCTOR. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPACTING FILL MATERIAL. 7. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 8. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING E&S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTANTIAL STABILIZATION OF THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPECTIONS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES. 12. 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. Z Z o Z :5 v a 9� in W w �_ Q 1 , 1 to a Q " cr O O U- W ,;t J Z z ® O Z r' 0 Q!* ad E-- L LL. Li L.� a W 0 > \o \o N z Ine 0 � � � o Z 0o z m fV N N W � = * V L [� V N 00 00 Z N Z O �' �- LC1 >_ O cy) cy) FL aaaaai N J 00 `-4' m in a LLJ O Z (A � aI t7 < ce x O > J V� Imm= om (A 0 o (D a W Z O J �11 ix 0 = < (n 2 UJ w a Ou. F, (D ce = Q @� Z a u a Z � �j (n O a ~ a �d o �. Z L,J Z ca� mmi J OQ kn �11 uj Z > I.. O O Imm o (n = J 0 u < 1w Q S W � U PROJECT N0. 20050260 G.L. N0. 151-I5-D4.7 FILE N0. G-11410 DATE: 06/26/06 DRAWN BY: MID/KLS CHECKED BY: RAR T RAtNA A. ROSAaO I No. 036196 05/17/07 �' sI 0iALV_A]w� 1. HURT..... ____ - __ �, I.... - -,--.-,. .:-:.,; ' "_... .. -..... .- EL, . ' PROFFITT 20 10 0 20 40 GRAPHIC SCALE IN FEET SHEET N0. I C4.2 1 0612 06 PER COUNTY COMMENTS 2 12101106 PER COUNTY COMMENTS May 5 17, 03 02 07 2007 - 11: 00am PER COUNTY COMMENTS V: \LandPro jects\20050260\dwq\Site_R20.dwq _ill, "C1IN it I , �lyr l(_, NDPOWER C'OMPA. Y Uri I f r EXISTING LIGHT 2 POLE TO REMAIN f EXISTING, }LIGHT POLE _ r ' TO BE REMO VED ir,3, , .a. , , - _,. .,, ,,,, ___s' __ _. ,.. ��:�. E _. - _ -_ _ _ '.•„._r -s -.amp - ,�. �� F �,._,._.._-_,.-w,,:nu,":. .. �_.., - -- _�� �"'"a ..,, a_-���-vat.-'�-�_ - _ _ �•. __ _, _- �-_ ucw:.�. .:, ,:.a ,. ,:..: _F .•�.. ram- r j�F.: » y -,s _ - - LIMITS 0 -I - w ,.. �. � -_ _ � .� _ F CONSTRUCTION g a � m LIMI TS OF CONSTRUCyTION a.a ,° '_ t r a . ti r II I , I/ 0� II a - �_ gg l r i_:Y .y• iyar :' ,... �, a x ." ,.,,.,,...,. :'9' , a i ,. 1v _ t' f, my �. ..: , ,_ ... qB. 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'1 502.65 TC n � r $} .85 TC A ': �...r3��a .. jx k✓'.:, "" `, fy .w E`"'' ,.. "« " � "+'�P jpr qq zkq 502 45,FL PROPOSED I ."... 501.35 FL <YNI 4w, ' 501.50 G LP sr 14, 765 SF BOIT42 lNG FF _ 502. 00 9 r 502.00 TC ��� � { �� �' M-�� 502.25 TC ,501.50 FL , _ (RETAIL = 10 SF'40 \ RESTAURANT 4, 238 SF) 501.50 P x 1 LP 502.15 TC= TW , a' FF 502 00 1 • 3 501.98 P r �; 500.00 _ _ 01: 88 C 1 P 501 38 F _ 3 3 yJ _ 501.82 P 1• '�{*p 01. 6-HP t „^ 500.12 FLu_ a 502.60 TC I I 500 85 TO yj- ,. _ . .. 501.55 w TC - } 9 p 500.35 FL r } VeY .w 7 I�; I 501.98 P 501.98 P , , r 500.82 TC 501.98 P 501 60 TC 501.98 r 500 32 FL =' _ ;• r j 501.98 P 501.5 v, 501.5 } �502.60 TO , :. t a � � q. f :. ....:.::w:. :.:, :_,_:., :s=..t-✓ ,,:--..+_ _ T-^-.,Ta_ ':.:.v" 4' s 'i^Yrp Y' � v ,., y o F.: 5 . b.. " - ��_ ,. � -. ,..�-,.to.µ _. k:: y�' £ { e_ s{ ?T-, ,.,..vr.._,a.+:.'3-' � ::.:.. ..:.. ..e r, 3i / 501.82 P �r✓.�. M "F 3 , g T _ 501.82 PI 2 F' \ r 500.76 c 500.0o c ' __, 3 _ t a 498 u. _.. 1 Y g ,w IP � n,.aT I I g V °`, 1. =', f �y .d'I', "" '. _ r"-" : !�: ,„.a :,. _ ..::,.�.,,:,..�,,._ ...,,,.. .:..,.,,,,.,�, _,. so 49 ., .- yx ft _ m s w 95 UC , a 4�pLT_S___QF CONS TR l N , •.wam (L911 t a 2- 3-- ,, � ,. , y' �.,__» �r,�;«, �r ,. .. - • '-"- ` --- "u.u. ,v„ .... ^.,.' ' .,vim,:-_-.,. _ ...-,,.,... .s z, � t LIMI TS OF CONSTRUCTION _ z- _ F Y = , I SILT FENCE \ SILT FENCE w A A W/ TH WIRE Wl TH WIRE 5 � Q 'SUPPORT S/L T FENCESUPPORT 7I/RN1 .- � W/ TH WIRE in" PAWING CK U1. < . R .KE SUPPORT 5 _3 ( VARIABLE WI D TH R /W) m } 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 NATURE AND LOCATION OF THE WORK. s s � 509.45 TC 5Q8.20 JiW y 4 508.95 FL507.70 s a f y Tr � - , \ 508.65 TC 508.15 FL 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 OTS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING GRADING NOTES. 1. TOTAL DISTURBED AREA DURING CONSTRUCTION = 2.11 AC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CON TROL HANDBOOK. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM AND AT THE END OF EACH WORKING DAY. 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING, PERMANENT SEEDING AND MULCH. 5. ALL FILL IN BUILDING AREA TO COMPACTED TO 957' STANDARD PROCTOR. ALL FILL IN PARKING AREAS TO BE COMPACTED TO 90,5' STANDARD PROCTOR, PLACED IN 8" LOOSE LIFTS ALL OTHER FILL MATERIAL TO BE COMPACTED TO 909' STANDARD PROCTOR. 6. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPACTING FILL MATERIAL. 7. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER TO ALBEMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. 8. CONTRACTOR TO TEMPORARY SEED & MULCH ALL TEMPORARY EROSION MEASURES FOLLOWING INSTALLATION. 9. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING E&S MEASURES AS DEEMED NECESSARY BY ALBEMARLE COUNTY OR LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 11. CONTRACTOR SHALL REMOVE TEMPORARY EROSION MEASURES UPON SUBSTANTIAL STABILIZATION OF THE SITE. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALBEMARLE COUNTY INSPECTIONS PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES 12. 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. Z z az J a z W Q L u � Q � W low 0 a 0 z ®0 z`V-i w < 0� W 0- 0 > \O \'0 t-�' z ad 0 w O\ r_� O z ® z m41 W N 00 00 Z N Z O m m N J 00 -4, -4- 110 ... 0 Q a- oZ ce o> lip o Q Vi u W a of c' = a Z � W 0 � LLJ m o � a LAM w 0 V � Z o: Z � Z Q � a� LLM > > Fm V a Q = u PROJECT N0. 20050260 G.L. N0. 151-15-D4.7 FILE N0. G-11410 DATE: 06/26/06 DRAWN BY: MJD/KLS CHECKED BY: RAR w RAtNA A. ROSADO No. 036196 05/17/07 00 �, ICNAL H U RT _ PROFFITT 20 10 0 20 40 GRAPHIC SCALE IN FEET SHEET N0. 1 06126106 PER COUNTY COMMENTS 1 2 12101106 PER COUNTY COMMENTS C4.3 \ 5 03102107 PER COUNTY COMMENTS May 17, 2007 - 11: 00am V: \LandPro jects\20050260\dwq\Site_R20.dwq SURFACE COURSE PER PLAN 5" 12 (TYP.) SLOPE: 1 4":12" o ° 6" STONE BASE L Z#6x6 x6" WF 6x6 W2.9 x W2.9 2" MIN. BASE STONE: 6" VDOT #21 A 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 5Y8 JOINT FILLER. TYP. CONIC. WALK SECTION- C3.0 I C5. N.T.S. SURFACE COURSE BASE COURSE D° ° 09 Do 0� °OG GDm ODG OG O�° D< 000°°Qo �����a oD80 � 0 STONE BASE )vO°OC7 1_71j III�III III III III I III III - 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 0 0 �O OHO 1.12 O 00 0 0 O/J( SIDEWALK CURB RAMP TYPE 3 �1:P 12 N.T.S. 'Y (C_R'_ � 1 CONTRACTOR SHALL PROVIDE SMOOTH + + TRANSITION BETWEEN EXISTING GUTTER + + ` AND PROPOSED RAMP. CONTRACTOR \� SHALL SAWCUT THE CURB AND 000 + LEAVE EXISTING GUTTER REMAINING. \ 00 7� SIDEWALK CURB RAMP TYPE 1 N.T.S. SIDEWALK/CURB RAMP TYPE 2 N•ScR 2 N . T. S. ABOVE GROUND HANDICAP PARKING SIGN SURFACE COURSE _ _ . _ _ ,__ _ r ' 2 X--•PRIME COAT STONE BASE SURFACE COURSE: 1.5" V.D.O.T. TYPE SM-9.5A PRIME COAT: CRS-1 @ 0.05 GALLONS PER SQ. YD. BASE STONE: 8" V.D.O.T. TYPE 1, SIZE 21 B 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. PROPOSED CURB A OUTTER W.; l PROPO.$EO HAfd ICAP t . q 177. IT F r� k "s ; r `�� ASPHALT AREA BE`P4`EF_�1 RR{Jr QS�G`' WHITE Tf fEP,IatC1P �T[�� h, r 4. r , STRIPING TO BE STAMPED PEDESTRIAN CFROS �IN(33 SJRIPIN t WITH BRICK PATTERN AND COATED - WITH.CONTRASTINO COLOR ACCESSIBLE ROUTE U 01 Z U Q V) � Q0 Y QW U) U z o-, J Qz U Y DYU Z Q /Q,� v� QZ U Y �a _a_(V) o'w a-� 8 =� Q W5' TYP. OR 8' MIN. OR AS 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 SHAUL COMPLY WITH LOCAL CODES AND A.D.A. REQUIREMENTS. HANDICAP RAMP DETAIL. FLOW NOTE.• 1. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12. 1. 2. CURB RAMPS ARE TO BE LOCA TED AS SHOWN ON THE PLANS. a CROSS RAMP SHALL HAVE A Q TRUNCATED DOME PATTERN MEETING THE CURRENT AMERICAN WITH DISBILI TIES ACT ACCESSIBILITY GUIDELINES (ADAAG. THE TRUNCATED DOME PATTERN SHALL EXTEND THE FULL W/D TH OF THE CROSS RAMP BY 2' IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. THE TRUNCATED DOME SURFACE SHALL BE TILE AND RED IN COLOR TO PRODUCE A 707 CONTRAST WITH SURROUNDING CONCRETE SURFACES. CONTRA TOR TO SUBMIT SAMPLE TILE FOR APPROVAL. STONE COMBINATION 1.0' 1.5' 2.5' I� 1. ALL SIGNS SHOWN SHALL 0.125 ALUMINUM CONFORM TO THE A.D.A. PANEL BOLTED TO 2" SPECIFICATIONS. SQUARE TUBE. 2. ALL SIGNS SHOWN SHALL �I BE REFLECTORIZED TO r PARKING BY SHOW THE SAME COLOR DISABLED BY NIGHT AS BY DAY. PERMIT ONLY NOTE: PROVIDE ADDITIONAL 3. ALL SIGNS SHALL BE MAXIMUM "VAN ACCESSIBLE" SIGNAGE SECURELY MOUNTED ON - PENALTY AT LOCATIONS REQUIRED BY 00 TOW -AWAY CODE AND/OR AS INDICATED ZONE ON DRAWINGS. 4. INSTALL QUANTITY AND VAN AT LOCATIONS REQUIRED z ACCESSIBLE BY CODE AND/OR AS z 2" ALUMINUM SQUARE TUBE INDICATED ON DRAWINGS.` CONFIRM ALL ROMICAP o SIGNAGE CODES. I d- * VDOT #3, #357, #5, #56 OR ' \\-- CLASS I RIPRAP #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED. SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 CULVERT IN LET PROTECTION N.T.S. 0 STONE CHECK \\ \\ DAM EXCA VA TED AREA UNDISTURBED S01 L 2.5' \�\ 9'L X 6'W X 2.5D /�\/\ (APPROX. 5 CY) �/, //, EXCAVATED AREA FOR CI P 0 N.T.S. P VI S TA = 10+ 46.62 PVI ELEV = 497.83 A.D. = 6.399 LOW POINT ELEV = 497.16 K = 3.126 LOW POINT STA = 10+27.48 PVI STA = 10+29.07 VC PVI ELEV = 497.09 �20.0' 10 0 VC A. D. = 6.383 K = 1.567 500 4,20 DATUM ELEV cn 485.00 O� 10+00 • / 8/0 w cfl N N � Cfl N � Op � PVI STA = 10+21.20 PVI ELEV = 509.90 PVI STA = 10+46.20 A.D. _ - 4.000 P VI ELEV = 508.40 K = 2.500 A.D. _ -2.313 10. 0, VC K = 4.323 10. 0, VC 00 N p Q �o Noo o� 0 cV o0 "jo�oo+o L0 W W � Ljj 9- 500 DATUM ELEV 495.00 O LID Lo 10+00 -206 1 W W N CO O DRIVE POST A MIN. OF 30" INTO GROUND HANDICAP PARKING SIGN N.T.S. A,5 I a•• , 2"R ;� a 6 3/4" (0.56') d v: e r7 d v \ a 16 6" 1'-6" 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 WITH 2" RADII SHALL BE REQUIRED. ). REVERSED 24" CURB AND GU N.T.S. 6" 1" 2" RADIUS °Q 1 2":1' SLOPE 12" d °. 6„ O o O�Oa 6" AGGR. BASE, oaoOo O oo�o TYPE I, NO. 21 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" CON C. CURB & GUTTER y}'y �y ¢gyp p� y� k L?..�ifh�R'7.si7F�L.%1f'}iX'i- 8 All fi .t k->.u'.:,.vYn.bbf•�s.2. t. d � :?-.rd. } ::R £s.-.. +.tN�w - -. -. _ ��X d a �'N-u.' -"►4S •s '(r,M/w'a+, ;tp4�`} iy`' n+' 'u i'0 WAX"� sY: ma� s kk ...F.. i- ' -B ""�t('A�.a✓s+� w�.'A �; •rt �{yy'A. ,..k. 1 vssi*m'r�1�T{r�'. a m, ��, �:, �,� 1k+ ��+wi'K'• �.,�:cs�s ,d IF:.�`�'� .' : •' ..a:dHA eif i.l�'- ""� • <r ,rl '... faoausrs,i.3ca,�.-nik ion r,�hsq�+,, . ,.. X t . a`.,a}. Y:�a +.`r+•+f=w.R'Ds :.. 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W , " ' , T ME Cf 010 N ,N e'' €' i�-' JANT.Elf tr wa -INS10 Aft*. .MfMER IA p P N a."RANCE. .;r`t<i!ak..ci['eR.bi!5if:Atk.b..ave..Arncria+,(:..kkutl:+kin.,Ka+ce,?f,i7ce+ic;;i+rnFx.kYiyaw'0aeu¢wx�t!:M)'AnC«.Gekitd+ier.:.:wW;c.w:rAzwr:a:M.M.wrD+itu.P.c.'.�itMmiiR.,iew..e�a7�kF.i+.?eis�4:x:iEN.'�kaK.tau#r.+uwftii5;a;.Rw.Ysi%Y.i.i�.pwr..�yiii�;�i WP-L I �I LXIS�fINFJ PAVEML-NI. PROPOSED PAVEMENT WIDENING PROPOSED ASPHALT MIN. 12 CUIvCRE (E SURFACE COURSE MINIMUM 16.5 16/yd2 --� SAW GUT 3 INcf1c8 AND REMOVE XISTING 3 ASPHALT TO FORM A BENCH JOINT EXISTING PROPOSED ASPHALT TACK COAT PAVEMENT PAVEMENT LAYERS REQUIRED INSERTA[_;L.__ Si--IF.E. T A'187 EXISTING PAVEMENT _ PROPOSED PA`lEtv1EN f WIDENING PROIPOSED ASPHALT MIN, �- CONCRETE SURFACE COl)RSF 12 hAINIMUPA 165 ;b/ydZ SAW CU i A MINIMUM OF 2 INCHES AND REMOVE MATERIAL TO TOP OF AGGRLGAFL. ASPHALT TACK CURT REQUIRED PROPOSED PAVEMENT LAYER S EXISTING Pr1VEMENT EXISTING AGGREGATE PROPOSED AGGREGATE LAYER EXISTING PROPOSED AGGREGATE AGGREGATE Lr1YEP, SUBGRADE SUBGRAD=' PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONS -(RUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) END OVERLAY N O T E S Cl. 1. WHEN THE PAVEMENT DESIGN IS GRFA fER IN DEP f H FHAN THE DFP FH OF THE: EXIS1lNG PAVEMENT, SUGSURFACE DRAINAGE MAY DE REQUIRED BY THE ENGINEER. �--TAPERED END MUS` BE APPROVED BY 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. � ENGINEER 3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW � PAVEMENT ABUTS EXISTING PAVEMENT. 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SJBGRADE AND COfilF'ACTED PER VDOT SPECIFICATIONS. - SEE CONSTRUCTION 5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXlS (ING PAVEMENT JOINT DETAIL PRIOR TO OVERLAY. - PAVEMENT 6. MI: LING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABL_ PAVEMENT III'` "`WIDENING CROSS -SLOPE AND PAVEMENT DRAINAGE. 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A M'NIFAUM OF 165 LBS/SQ YD OF ASPHAt_ f CUNCRE FF TO A POIV F Al FAS I 100 =EE f BEFORE. AND AF fE-R -SEE CONSTRUCTION THE LIMITS OF WIDENING. JOINT DETAIL 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRE( TO ACHIEVE � A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. i � r 9. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION .�1r�.0.�(,:) OF --- THE SPECIFICATIONS EXCEP- THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE 'TESTED USING A 'U FEET i 'k- TAPERED END MUST STRAIGHTFUGE IN ACCORDANCE VJITH THE RFUUIREMFVTS OF SECTION 315.07(a) OF TFIF SPFCIFIG'ATIONS. � BE APPROVED 8Y THE VARIATION FROM FHE FE.S I ING E.DGF OF THE S fRAIGHTFUGE. 8E I WFEN ANY 1 WO CON FACT JOINTS ENGINEER WITH THE PAVEMENT SURFACE SHALL NOT EXCEED MIN. ^00' iU_ PAVEMENT YJ!DENINC PERFORMED UNDER A VDOT LA�`!D USE PERMIT SHALL HAVE A PAVEbAENT DESIGN PROVIDED BYTHE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. F3f.G!N OVE:IZLAY PLAN VIEW (DRAWING NOT TO SCALE) SPECIr-Ir,ATION PAVEMEN I WIDENING REFERENCE NEW 9/06 315 303.C2 VIRGINIA DEPARTMENT OF TRANSPORTATION 0 z z ft z g CL ^ ^ z ui W w V? Q < r' W ^ 0 0 u- ^ �. J Z z ®O ZLLI �'0 Fe W 0- 0 � �O \D f-, z O z � N � � z a m W V � = CV 00 00 * f LO �' V z CVZO�--4- �.. 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NUTF_: HYDRANT MUST BE 4!Et!NEDY GLIATt()IAct (i<m81A EQUIPr'ED VATH CHARLOTTES- ' f, . •..TI } .'`ILLE THREADS 'MHICH IS t,lUFLLER UEN RION t,A-423) i� Ott APPROVED EQUAL j THE LOCAL. STANDARD. 1.- `Tr, I LENGTH OF 8PANCH VARIES f3` MIN 1 - -w- :C' 7U i Ut - -- - ��� J 1 /r,) t r--�j3-'- 1J`y�` ` i rr ._"__ �`} 4 4 % VALVE BOX �:,, 7 CU. FT, Ifs" �'��i?` GRAVE L - ---T I tiro .�,��' �i f/T+r�C`�., . 4.. a.,. S - a, �� `�!'va,. r' .4%f.�:a 1`(`]: '*^ .��.J !! (j tt _=� 1 --v GATE 351AN , ;' ,l 3 A. l;�r - ttALVE A_.__", •) I._ {;I - -- y - -- -- __ FE.E 25C0 P.S.I. COr:CRETE-�->� 1�e -1 , . j sf : ,. T _ EA�'E AND TK tUST !.%' ILi , !__`__� `mot �S' I 6LOCK AGAINST .,I ¢ ; .� ,gti, ,`2r Buhr . y UNDIStURBED STA8Lc .. '_____ `_'vj,�_ - f SOIL_ STEEL. PILE_' ----.__ 3/4' 11HREADED RODi TO - r - , 1 h C " i'' TJf � UR WHEI - 15}iziT !t c SOIL lSi DIS �8k. `) __._ M i, 64 t1 I_ iN. TALL. TIC+rd^. A I L > A � s •' t r f R t!7 t" L AT D It) A ri Ahf, TOP. '3 Ir. - A }{YC A a U .. 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Y ', t ti! `ti j r Y 4 / � J ,'t , T 'i � ' ?�° 1 , 1 1 ', � ..1 .I. n .r t �} N C �1: ' n. r t. d F ( 43 r 9 r\, 1. 1, ,i,,1 ,, {, , ' i ,l �•J 1, .l •.• ,.f , �. ,' r•. .,`, ice. i / tt ( - ) t t . �h` i c4C... �1 %\ 1 ti.� }} } I i y' i`i'. Sfti Ji �y 1i11y J�l ,.- "TCt T �t .'.L.t 4'4-.4. 4 � .. .. .. . ': Si{♦1.4.,,.. .-;1;t7? I t r.I .. %' �-tti'`L.1 L:If. , ;: .' r .. h ,. . 1 I , ' :�: i , f {< ' n. r { L I i ?�,t. ; E ',1_:I .,..},. r E .ti:�.' '."� 3 ., n.#:. ' "f' r: i , I ,I;� . M :. . tt f , } s bqq _�' �.� . . ii`r'.`Ixti'-^rYYriV4llYT•riWrrf.�a.,• CLEANOUT ADAPTER 8c THREADED PLUG FINISH GRADE 22) MAX. CLEARANCE 24it SQUARE H2O LOAD RATED IN PAVED CLASS A3 6„ .•..�- AREAS. BRASS CLEANOUT CONC. PAD T �':::.-..i >.,.. IN LAWNS AND SIDEWALKS 15# BUILDERS FELT 0 as SET HEIGHT 00 AS REQUIRED � 5/8" ANCHOR BOLTS IF COVER �a IS IN ROAD SHOULDER 45" BEND FLASHING a as as O Q QQ �O 0 O O Q aQ COMPACTED VDOT D000OOCQ� �Q� oo� o1 NO. 26 STONE Q -4a TO INVERT OF CLEANOUT i \� 2 4' a -I ELEVATION CLEANOUT N.T.S. \ I\/////////////� COMPACTED EARTH �''� , 32" MIN . FOR 8" �/ �������/���/���/�� PIPE OR SMALLER � 12 D 12 �,� �/ MIN. MIN. �/� 48" MIN . FOR 10" X PIPE AND ABOVE 12 COMPACTED BACKFILL D/4 BUT NOT COMPACTED VDOT #10 OR LESS THAN 4" •1 #26 AGGREGATE BEDDING /, /\ ���, #57 MAY BE USED IN HIGH D/2 WATER TABLE AREAS. ALL PIPE TRENCHES TO BE EXCAVATED TO 12" UNDISTURBED SOIL BEYOND PIPE ON EACH SIDE OF PIPE. WATER LINE TRENCH N rs. 3" & 4 ADJ. RING S HEAVY DUTY HS 20 RATED FRAME AND COVER W/24" CLEAR OPENING SH ALLOW S }E NOTE #1 EXTENDED BASE AVAILABLE IF REQUIRED TOP TI ON J I HIVULHKU NOTES: 1. INVERT TO BOTTOM OF BASE = 1.00' NORMALLY, GREATER FOR LARGE PIPE OR STEEP SLOPES. 2. BASE SECTION HEIGHTS - MULTIPLES OF 6". 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. 5. MANHOLE SECTIONS - ASTM C478 W/ 0-RING GASKET JOINTS - ASTM C443. 6. PATCH INSIDE AND OUTSIDE JOINTS WITH NON -SHRINK GROUT. 7. WATERPROOF OUTSIDE OF SANITARY MANHOLES WITH BITUMASTIC APPLICATION. EPDXY COAT INSIDE OF SANITARY MANHOLES 100%. 8. 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 FOR REVIEW. 9. CONNECT PIPES USING FLEXIBLE JOINTS. 10. SHAPE MANHOLE BOTTOM PER VDOT DETAIL IS-1. 11. DROP MANHOLE REQUIRED FOR DROPS LARGER THAN 2' IN HEIGHT. PRECAST 48" STORM & SANITARY MANHOLE N.T.S. BALLAST ALTERNATE PIPE SEE NO.IE a ( ) L ATI (TYP) OC ON SEE NOTE 6 ( ) _��. ,. , ,. -0 1 , , COUPLING (iYP) \ _ \ (BY CONTRACTOR) r .,.. - \♦\:_ - INLET PIPE k -� _- ;`_, F '• , _, _ OUTLET PIPE SEE NOTES 54G 1 ( ) INLET (SEE NOTES 546) BAY x A :. 3• .- :: ,s. e-._� , •r • ,- OUTLET • . ,• I' . , .'3 .''� ,� .s t .: ; $ �-_ _,' 19. BAY FILTRATION BAY 8' x 16' STORMFILTER - PLAN VIEW 1 1 30'O FRAME AND COVER (TYP) (SEE NOTE 4) GRADE RING (TYP) ,- is ,: FLOW SPREADER BAFFLE W(TYPP) (TYP) � STEP (�P) 4'-6" MIN (SEE NOTE 7) 3' 4' _. PERMANENT � st ^' �1 \ ', POOL a ENERGY STORMFILTER CARTRIDGE (TYP) MANIFO D DISSIPATOR MANIFOLD (5EE NOTE 2) 8' x 16' STORMFILTER - SECTION VIEW A 1 THE 5TORMWATER MIANAGEMENT 5to itcra .5. PATE 2 J NT No. 5,3 2,629, No. 5,707.527. No. 6,027.639 No. 6 649 048 No. 624 5. 576 AND OTHER U5. AND FORt'I N G 006 O C Sl0 PATENTS PENDING ®2 C NTE H rmwaler Solutions A:��L"1rAL10 8' x 16' PRECAST STORMFILTER DRAWIN t I `� r� �� � ` � `` ` ` PLAN AND SECTION VIEWS � STORMWATER L TI N _ SOU O S STANDARD DE TAI L 1rz con tech8tormwater.com DATE: 7J 4J 1 1 05 SCALE:NONE FILE NAME: SF816•PC-MDAr)R DRAWN: MJW CHECKED:ARG PEAK FLOW OUTLET PIPE (5EE NOTE 4) WIDTH LENGT• , (5EE NOTE 2) INLET PIPE (5EE (5EE NOTE 4) NOTE 2 -- WATER QUAUTY FLOW OUTLET PIPE SEE NOTE 4 ( ) ORIFICE PLA T- .v 4: (IF REQUIRED) STEPS S i �' ALTERNATE PIPE LOCATION (SEE NOTE 4) STORMGATE VAULT - PLAN VIEW �� 1 24" O FRAME GR } :,; 5TORMGATE ADJUSTABLE WEIR (SEE DETAIL 1/2) STORMGATE VAULT - SECTION VIEW A 1 (02000 CONTECH Stormwater Solutions A: �L"1r kL 11 STORMGATE VAULT HIGH FLOW BYPASS DRAWING STORMWATER PLAN AND SECTION VIEWS � SOLUTIONS STANDARD DETAIL 1a contecMVffwater.com DArE:oaf29i95 SCALE:NDNE FILE NAME: SG-VT-M UWIWNMW CHECJED:ARG GENERAL NOTES 1) 5TORMFILTER BY 5TORMWATER3G0: WEST: PORTLAND, OREGON (600) 546-4667: EAST: 5CARBOROUGH, ME (677) r- r r - 907-dolo• MID -AT TI LAN C ELKRIDGE, MD (66�) 140-3318. 2) FILTER CARTRIDGE(5) TO BE SIPHON -ACTUATED AND SELF-CLEANING. 5TANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CART ID R GE5. ACTUAL NUMBER RE UI T F Q RED OBE SPECIFIED ON SITE P LEANS UR IN DATA TABLE BLOW. 3 PRECA T A 5 V ULT TO BE CONST CT D I A ' ' RU E N CGORDANCE WITH ASTM Ca57 AND C65a. DETAIL DRAWING REFLE E CTS D SIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4 T F S RUCTURE AND ACCESS CO T - ) VERS O MEET AA5HT0 H 20 LOAD Ti ' RA N6. 5 TO Fi TE E S RM L R R QUIRES 2. FEET F D P F 3 O RO ROM INLET TO OUT ET. IF ' ' D I L LESS RUP S AVAILABLE C NTA T T AT ' , O C. S ORMW ER,3EU. I TA D 6 NlE N OUTLET PIPI T BE P 'I I NG O S EC F ED BYE I EE ADP I NG N R N RUV DED BY CU T P A T 7 FI T NTRAG UR RFC 5 S ORM ER VAU T L L EQUIPPED WITH IT E HER KNOCKOUTS OR 'A -I G 5T N BOUT CONNECTION AT INLET 5 AND OUTLET LOCATIONS. 7 P IDE MINI M ROV � MU CLEA N E F MAI T RAC OR N ENANCE ACCE 5. IF A HA T i 5 S LLOWER SY5 EM S RE UiRED TA T Q CON G STORM WATER3 aU FOR OTHER OPTIONS. 6) ANTI -FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLA5T TO BE SET ALONG ENTIRE LENGTH OF BOTH 51DE5 OF THE 5TRUCTURE. 9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFERTO OPERATION AND MAINTENANCE GUIDEUNE5 FOR MORE INFORMATION. 300 FRAME AND COVER (TYP) (SEE NOTE 4) ). BAFFLE .--•.�r; FLOW WALL SPREADER BALLAST 5EE NOTE a) } ti' I f I i t 1 r ':dam • `%). '�;p•. ,'j°1- v ` ;�-- a t a V HEIGHT UNDERDRAIN WIDTH MANIFOLD 8' x 16' STORMFILTER - SECTION VIEW B 2 6' x I G' PRECAST 5TORMFILTER DATA 5TRUCTURE ID IA WATER QUALITY FLOW RATE (cf5 0.67 PEAK FLOW RATE (cis 5.96 RETURN PERIOD OF PEAK FLOW r5) 10 # OF CARTRIDGE5 REQUIRED 21 CARTRIDGE FLOW RATE 15 OR 7.5 15 MEDIA TYPE (CSF, PERLITE, ZPG) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE # 1 490.72 PVC 1 5' INLET PIPE #2 XXX.)W XXX XX' OUTLET PIPE 466.42 RCP 1 5° RI M 5C0 FLOW 496 ANTI -FLOTATION BALLAST WIDTH XX° HEIGHT XX" NOTES/SPECIAL REQUIREMENT5: 6' THE 5TORMWATER MANAGEMENT 5tormFtlterO U.5. PATENT r 22 2 Jv53 69 1 I No. 5 0 52 N . 8 x 16 STORMFILTER -TOP VIEW 1 .7 7. 7 0 6027639 No. 6 649 04B No 62 . 5 4 576 2 AND OTHER U.5. AND FOREIGN PATENT5 P ND �2006 CONTECH Stormwal r Solu "o E LNG e 4 ns A��V°rCwV11 8' x 16' PRECAST STORMFILTER DRAWING ��1��� a �W"•l"I TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMW E AT R STAND D D AR ETAIL sownonls� contechstormwaler.com DATE: 12J14M SCALE:NONE FILE NAME: SF816-PC-MOAnTI. ❑MWN: MJW CHE:K D:ARG GENERAL NOTES 1) 5TORMGATE BY CONTECH 5TORNYVATER 5OLUTION5: PORTLAND, OR (500) 546-461.7; 5CAREOKOUGH, ME (677) 907-6676; ELKKIDGE, MD (666) 740-3316. 2) PRECAST VAULT TO BE CON5'T,RUCTED IN ACCORDANCE WITH ASTM C657 AND C655. DETAIL DRAWING REFLECTS DE51GN INTENT ONLY. LENGTH AND WIDTH OF VAULT WILL VARY DEPENDING ON PIPE DIAMETER AND ORIENTATION. PLEASE CONTACT CONTECH 5TORMWATER 5OLUTION5 TO DETERMIINE VAULT SIZING AND AVAILABILITY. ACTUAL DIMENSIONS AND CONFIGURATION WILL BE 5H D OWN ON PRO UCTI U N SHOP DRAWING. 3) 5TRUC-TURF AND ACCESS COVERS TO MEET AA5HTU H-20 LOAD RATING. 4 INLET AND OU7 ET PIPIN T BE L G O SPECIFIED BY E',NGINEER AND PROVIDED BY CONTRACTOR. PRECAST 570RMGATE VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATION5. 5) CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION SPECIFIED IN DATA TABLE BELOW. DO NOT EXCEED 5.0 FT-L65 TORQUE WHEN TIGHTENING SCREWS ON WEIR FRAME. 5EAL WEIR TO FKAMf WITH KTV 5WCONE 5EALANT AFTER FINAL ADJU5TMENT. 4" MIN SET SCREWS (TYP) (SEE NOTE 5) WEIR DETAIL - PLAN VIEW 2 5TORMGATE VAULT DATA 5TRUCTURE ID I A WATER QUALITY FLOW RATE cf5 0.67 PEAK FLOW RATE Q eak cfs 5.96 VAULT LENGTH 4' VAULT WIDTH 4' RIM ELEVATION 501 PIPE DATA: LE. MATERIAL DIAMETER INLET PIPE # I 490.94 RCP 1 5" INLET PIPE #2 XXX.Xx XXX XX" WATER QUALITY FLOW OUTLET PiPE 490.64 RCP 15" PEAK FLOW OLfTLET PIPE 490.64 RCP 15" ORIFICE TYPE PIPE, CAP, PILATE PLATE ORIFICE DIAMETER In G" WEIR CREST ELEVATION 491.52 WEIR WALL ELEVATION 492.02 HEAD OVER WEIR H ft 0.73 W5E at Qveak 492.05 FLOOR ELEVATION 469.65 NOTE5/SPECIAL REQUIREMENTS: a .: . , �4 :A ��a :i (TYP) " • - •4t. ra••:s; I- 4' MIN ' a ' :;' - :-!,. ° WEIR DETAIL - SECTION VIEW B . `' _ e 2 .: s,rd . . :� 24" 0 FRAME ,? s'. J ., , � ;� ,J AND COVER (STD) r . ; ., ,� ,. i #�_ A• "} J �_ STORMGATE VAULT- TOP VIEW 2 2 02006 CONTECH Stormwater Solutions ^;V4�Ulrl "^Lt� STORMGATE VAULT HIGH FLOW BYPASS DRAIMN(! % AIIO it i f1 i,k n7 TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 STORMWATER soLunO _ contechstormwater.com STANDARD DETAIL DATE:M29ic6 SCALE:NONE FILE NAME: SG.Vr-DTL DRAWN: MJW CHECI(ED:ARG STORMFILTER MAINTENANCE NOTES Q 1. ALL STORMFIL TERS REQUIRE REGULAR MAINTENANCE. MAiN TENANCE FREQUENCY I S DEPENDANT UPON SI TE CHARACTERISTICS AND POLLUTANT LOADING. TYPICAL MAINTENANCE IN TER VAL IS 12 TO 18 MONTHS 2. STORMFIL TER MAiN TENANCE INVOLVES REMO VAL AND REPLACEMENT OF FIL TER CARTRIDGES, REMOVAL OF ACCUMULATED SEDIMENT, AND VAULT INSPECTION. 3. FULL MAINTENANCE SERVICES MAY BE PROVIDED B Y STORMWA TER MANAGEMENT, INC. REPLACEMENT CARTRIDGES ARE ALSO AVAILABLE FROM STORMWA TER MANAGEMENT ON AN EXCHANGE BASIS TO FACILI TA TE OWNER -PROVIDED MAINTENANCE ACTI VI TY. 4. SPENT FIL TER MEDIA AND/OR SEDIMENT REMOVED DURING MAINTENANCE SHOULD BE DISPOSED OF IN ACCORDANCE WI TH ALL APPLICABLE WASTE DISPOSAL REGULATIONS 5. REFER TO STORMFIL TER OPERA TION & MAINTENANCE GUIDELINES FOR MORE DETAILED INFORMATION OR CONTACT STORMWA TER MANAGEMENT A T 800.548.4667. 4 z z z a ^ z �W W w � Q W < Q r-+ 62 ^ O o W ^ �- _I z J W -' z ® O z N O `t � <( F- � LL_ W �- O>�\0N z 0 - C\ � O z 0 m N N� O 4 J W V 4C = N 00 00 Vy o \ 4 oZ Lr)Zomm �. N J 00 �' �' �: -:.. r. ... + . -- _ __ ad m � a �C - � z O > � w Z a� �o J a � Q = a W W W o0 �o=a � � w V Z a/ J Q �- ~ � o z W a� m_ a� W O O V Q Q = u PROJECT N0. 20050260 G.L. N0. 151-15-D4.7 FILE N0. G-11410 DATE: 06/26/06 DRAWN BY: MJD/KLS CHECKED BY: RAR � o� RAtNA A. ROSADO I Not 038196 05/17/07 ��� 19 A� 1 1 06 26 06 PER COUNTY COMMENTS 4 4 01 24 07 PER COON TY COMMEN TS May 17, 2007 - 11: 00am V: \LandProjects\20050260\dwg\DETAIL-R1.dwg SHEET N0. C 6.0 EROSION AND SEDIMENT CONTROL/ STORM WATER MANAGEMENT NARRA TI VE PROJECT DESCRIPTION: This project will consist of the construction of a 15,180 square foot retail and restaurant building, as well as parking improvements to the Wachovia building site. Currently on site, in addition to the Wach o via, there is an exis tin g gas s to tion, which will be removed. Construction is scheduled to take three phases: first, the addition of 20 parking spaces for Wachovia bank patrons, then the Wachovia parking lot, and finally the building of the new structure and associated site improvements. The Wachovia parking lot will receive an overlay of asphalt to match proposed pavement. Additional landscaping will be added to bring the existing site into compliance with the current landscape ordinance. A total of 4.57 acres will be disturbed during this project. No offsite areas are expected to be disturbed for this project with the exception of the entrance work onto adjoining roads. ADJACENT PROPERTY: The property to the east of the site is a parking lot, but is scheduled to become a Logan Roadhouse Restaurant. The property to the south of the site is a parking I o t for the Sem in o/ e Trail Fashion Mall. The site is bound by Seminole Trail (Route 29) to the west and Rio Road (Route 631) to the north. The site is directly adjacent to the Rio Road and Seminole Trail intersection. OFFSI TE AREAS: All grading operations will be onsite. No other offsite areas shall be disturbed as part of this project. CRI TI CAL AREA: The critical area is the exis tin g trees which are to remain. Exis tin g trees to remain shall receive tree protection prior to any demolition or excavation. All site work shall proceed with care in areas where proposed work is adjacent to existing trees to remain. Existing trees to remain shall not be disturbed throughout construction. SOILS Per the Soil Survey of Albemarle County, Virginia by the USDA in 1985, the subsurface generally consists of Elioak Loam Soil. This soil is deep, gently sloping, and well drained. Permeability and available water capacity are moderate. Surface runoff is medium. The subsoil has moderate shrink —swell potential. The soil is very strongly acid to medium acid throughout. See Appendix B for Geo technical Investigation Report. WATER QUALITY Water quality for this site was determined based on the technology based approach. This approach is based on the characteristics of the site (drainage area size, total impervious cover, engineering constraints, etc.). The target phosphorous removal rate based on 67— 1007' impervious coverage of the site is 657 Technological based filters with given pollutant removal efficiencies were applied to the site to reduce post —development loads to pre —development levels. EROSION AND SEDIMENT CONTROL. Unless otherwise in ica e , a vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specification of the latest edition of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall be adhered to unless otherwise waived or approved by variance. Temporary Construction Entrance — 3.02: One construction entrance is proposed as shown on the plans. The contractor may adjust the construction entrance location to ensure that the sediment is removed from the vehicles before they leave the site. This structure will be 70 ft long and 20 ft wide. This is to be installed prior to any work beginning onsite. 3.05 Silt Fence (SF,� — A temporary sediment barrier constructed of posts, filter fabric with wire support fence, placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size. Silt fence is to be installed along the downhill side of any disturbed area. 3.07 Inlet Protection LIP) — Storm drain inlet protection shall be placed at the inlet of all storm culverts and drop inlets to filter sediment —laden runoff. Culvert inlet protection shall be placed as shown on the plans and according to the detail included in the plans. 3.09 Diversion Dike ( — A diversion dike shall be constructed around the perimeter of the construction site of the proposed shopping center by the contractor to control sediment —laden runoff. 3,31 Tem�2orary Seeding (MJ — The contractor is to implement temporary seeding if disturbed land is left exposed for over 30 days and construction is not complete in this area. 3.32 Permanent Seed'inc— Establishment of perennial vegetative cover by planting seed on rough —graded areas that will not be brought to final grade for a year or more or where permanent, long—lived vegetative cover is needed on fine —graded areas. 3.35 Mulch in — Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and reduce overland flow velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat or cold. Tree Protection — 3.37: Protecting existing trees from mechanical and other injuries during land disturbing and construction activities to ensure the survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and ae sthetic benefits. VECE TA TI VE MEASURES: Temporary Seeding,/Permanent Stabilization Seeding measures shall be taken on disturbed soil at cut/fill slopes, sides of sediment basins, ditch lines, or areas outside of on —going construction practices within seven (7) days of completed grading. All areas disturbed by construction will be stabilized with permanent seeding immediately following final grading. Unless otherwise indicated, all erosion and sediment control practices shall be constructed and maintained according to minimurm standards and specifications of the latest edition of the Virginia Erosion and Sediment Control Handbook. MA NA GE -ME -Al T S TRA TEGIES: Erosion and sediment control should be discussed between the grading contractor and the owner prior to any excavation so th a t limits of construction and erosion control methods are clearly understood by both parties. Construction will be sequenced so that grading operations can begin and end as quickly as possible. There is to be no tracking of mud or dirt by construction equipment onto any paved drives or roads. Sediment trapping measures will be installed as a first step in grading and will be seeded ar;d mulched immediately following installation. Seeding or other stabilization will follow immediately after grading. Areas, which are not to be disturbed, will be clearly marked by flags, signs, etc. 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. MAIN TENAAl C E.- 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 �P�O 0 p0 4 5 COMPACTED v��,\G { SOIL Q TEMPORARY DIVERSION DIKE N.T.S. ` 0' MIN. HEAVY DUTY FILTER FABRIC MIN. 6" V.D.O.T. #1 COARSE AGGREGATE TEMPORARY CONSTRUCTION ENTRANCE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED CURB INLET O AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT — - CD _ (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE —o Oo o O o 0 APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. O O -- O O COO O O O� o ---- o 0 0 _-- 0 0 0 o Q 00 O O O O ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE WIRE SCREEN GRAVEL FILTER CONCRETE BLOCK CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND RUNOFF WATER VIRGINIA REGULATIONS 4VAC50-30 EROSION AND SEDIMENT WITH SEDIMENT CONTROL REGULATIONS. OVERFLOW FILTERED WATER ES-2: THE UNIVERSITY AUTHORITY MUST BE NOTIFIED ONE WEEK Q� °' °' IIiII IIIII PRIOR TO THE PRE —CONSTRUCTION CONFERENCE, ONE WEEK PRIOR o ���� _ a IIIII TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE IIIII _ ICI III�IIII WEEK PRIOR TO THE FINAL INSPECTION. IIIII IIIII IIII IIIII IIIII IIII o. �` :. 'o —III ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE =° PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. SEDIMENT WIRE WIRE SCREEN CURB INLET ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL WOOD STUD PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS SPECIFIC APPLICATION OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS LIMITED TO, OFF SITE BORROW OR WASTE AREAS), THE WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PONDING IN FRONT OF THE STRUCTURE. PLAN TO THE UNIVERSITY FOR REVIEW AND APPROVAL. CONTRACTOR IP IS SOLELY RESPONSIBLE FOR EROSION & SEDIMENT CONTROL BLOCK AND GRAVEL MEASURES AT OFFSITE BORROW AND DISPOSAL AREAS. CURB INLET SEDIMENT FILTER ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT NTS EROSION AND SEDIMENTATION AS DETERMINED BY THE UNIVERSITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT S CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SEEDING SPECIFICATIONS: TS TEMPORARY SEEDING - WINTER - 40 LBS. ANNUAL RYE/40 LBS. CEREALE RYE (PER ACRE) SUMMER - 40 LBS. ANNUAL RYE/40 LBS. FOXTAIL MILLET (PER ACRE) FERTILIZER - 1500 LBS. 10-18-10/ACRE LIME - 2 TONS/ACRE PS PERMANENT SEEDING - SEASONAL SPECIFICATION - PER ACRE 2/1 TO 5/15 100 LBS. TALL FESCUE 15 LBS. ANNUAL RYE 2 LBS. RED CLOVER 5/16 TO 7/31 120 LBS. TALL FESCUE 10 LBS. FOXTAIL MILLET 2 LBS. RED CLOVER 8/1 TO 9/15 100 LBS. TALL FESCUE 15 LBS. ANNUAL RYE 2 LBS. RED CLOVER 9/16 TO 1 /31 120 LBS. TALL FESCUE 10 LBS. CEREALE� RYE 2 LBS. RED CLOVER FERTILIZER - ALL SEASONS - 1500 LBS. 10-18-10/ACRE LIME - ALL SEASONS - 2 TON S/ACRE MU * A MULCH COVER IS REQUIRED ON EVERY SEEDING * STRAW AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED MULCH/STABILIZATION MATERIAL VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD #1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE 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 PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT 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. 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 THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. TOP VIEW (W/ GRATE REMOVED) 2,-6" 24%24" 2'-0" FRAME & GRATE C. a � 4" 1'-10" 4» W Q PIPE OPENINGS LL4AS REQUIRED P,5. CA4 ELEVATION DROP INLET DETAIL N.T.S. TOP ELEV- 501.00 DI-1 SUPPUE . ACQF ENWROMENTAL 2831 CARO LIELL ROAD RICHMOND, WROINIA 23234 8oa44&WW MANHOLE I.D. WALL JOINT DEPTH Tf t H,' t 48' 4: 4': 4 3/4" 8'. 1.06' 72' 7" 1:..08' 84' am 51.0 pp p 96' toe' ta�: s 1�4- 81 1. to. 126` 10 1/2' 7• 8 1..25'; SIDE VIEW INSTALLED �� NT INSTALLATION DETAIL 'SILTSACK' INLET SEDIMENT CONTROL DEVICE N.T.S. 42" HDPE 3/8" THICK GALVANIZED STEEL INV IN= 491.02 ORIFACE PLATE WITH 10" DIAMETER ATTACHED TO THE 15" OUTLET PIPE. PLATE TO BE SEALED IN THE FIELD WA TER TIGH T. 42" 0 0.5% 15" ® 1.109 INV IN= 491.02 INV IN= 491.02 DETENTION CONTROL STRUCTURE DETAIL QNOT TO SCALE nnKinoc-rc of nnv E SCREEN r-FILTERED WATER NINE., 1 MONO WITH GATET SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS 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 OURCE: VA. DSWC #5 COARSE AGGREGATE. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER N.T.S. IP BAG TO BE PLACED ON AGGREGATE OR STRA W. SUPPLIER: ACF ENVIROMENTAL 2831 CARDWELL ROAD RICHMOND, VIRGINIA 23234 800.448.3636 16.25 1 I 3' MIN. COMPACTED EARTH NOTE: UNDER PAVED SURFACES, BACKFILL OVER PIPE SHALL BE V.D.O.T. 21A 2' < 12"- D-- 1 OR 21B STONE TO PAVEMENT MIN / MIN. MIN. WITH GEOTEXTILE FABRIC AT INTERFACE / SELECTED HAND -PLACED 12" i COMPACTED BACKFILL SPRING LINE (SEE NOTE 1) OF PIPE D/4 BUT NOT COMPACTED VDOT #10 OR LESS THAN 4" #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 HIGH S77?ENG7H DOUBLE S77TCHED "J" TYPE SEAMSS, TOP VIEW N. T. S N.T.S. 4"0 WOOD POSTS OR 1.3lb/ft STEEL, MIN. 5' LONG @ 10'0.C.(MAX) /- FILTER FABRIC TO Cy. Y Y 1 1\ L. U 11 V I lJ It Alt TRENCH AND BACKFILL SF SILT FENCE (WITH WIRE SUPPORT) N.T.S. HIGH S77?ENGTH DOUBLE STITCHED "J" TYPE SEAMS r�. r �— AGGREGATE OR STRA W UNDERLA YMENT SIDE VIEW DE -WATERING DEVICE DETAIL 3RA TE COVER ' Y A CCESS STANDARD 75 " GRA TE 0 YARD. NI . T. S. SEWN IN SPOUT HIGH STRENGTH STRAPPING FOR HOLDING HOSE IN PLACE. WATER FLOW FROM PUMP PUMP DISCHARGE HOSE PUMP DISCHARGE HOSE WA TER FLOW FROM PUMP NO TES: STANDARD GRATE SHALL BE H-20 LOAD RA TED. PEDESTRIAN GRATE SHALL BE H— 1 0 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. NLET GRATE DETAIL N.T.S. Z_ Z Z e. ^ Z W W W V=; Q C) o U_ ^ 1 J Z W `■�■ LU Fe 0. p > \D \.D t�-, Z �� �o Z ® Z -1N O 00 00 z N Z�- a �f'1 }. o fYl CY•1 N J 00 A - � � Q J Q - _ 0 Z Q � c' ui 0 > ..I � Z � Q � O Z � � ix O = Q W Z o � a UJ � v � Z_ a� o � LLJ � o (A Z W ca z a c/i W O � H v1 = J O V � W � u PROJECT N0. 20050260 G.L. N0. 151-15-D4.7 FILE N0. G-11410 DATE: 06/26/06 DRAWN BY: MJD/KLS CHECKED BY: RAR T ll RA NA A. ROSADO 1, No. 038196 05/17/07 HURT PROFFITT SHEET NO. 1 06 26106 PER COUNTY COMMENTS C 7oO 5 03 02 07 PER COUNTY COMMENTS May 17, 2007 - 11: 01 am V:\LandProjects\20050260\dwg\DETAIL-R1.dwg N.T.S. �ok IaM LIGHTING IaM LIGHTING - - ------------- -- Type., Job: Catalog number: ! >✓ --------------- Ite Cr.kN t`rical P,!oltllle f lfl:sh eJUtlow. r_)fitiollill €�I se4 pa,al> i Verlical -- - See page 2 -- - -- Slipfiiaer Nioutlt 1 Sec. page 5 i Select pole (corn Kirn tole Catalog- if pole is provided by tethers indicate O.D. for arm fittinf;. ., The Archetype") revision 3/17/0:3 �ar.rxlf Approvals Date: Page: I o1 a /{, ' � I r) / t r ,I Sp%ecifications1 Nt r (less i 111 .o _iI _k..tc l)r F. Housing: ! )I: E. IJ� ._r?). E,S, t c •. J f)US One .0 t alloy with intcjyral coaling ribs over the c�ptic�ll ch�Ern�x r �?r}il r_fertrictli con"Ipartrnent. Solid barrier wall separates optical and electrical colrlpartmems. Double -thick wall with gussets on the support-arrn `!; n-lourlting end. Houslr-f; farrns a half cylinder with 55" front face plane 150 tv I00 watt E E I providing arecess to allow aflu: t: single -latch detail. A!: hardware is Mogul Base LarnlJs stainless steel or electro-zinc f)Iatted steel. .M,axirmlrrl Fixture) weight(' 0,'_)I-fl;: 4 ) = 5 1b ` Lens Frame: One piece low copper (Itess than .6(; l) die --cast the P f-^' l', t•- u gasket t P (, aIE..Eninc;nt ;alloy .,_ns t.arrE.. �,i:i� I rninimt..r? ciel�th around t•,._ �,��}...t 8' flange. Integral hinues with stainless steel pins provide no -tool IYIJLinting and removal .rcNil hoLi5if-W. Sitll te' t_!IE-C,.L.i i.II..InlnUr?l ------ ( '61v ki ., ar ?- ' f :he -) i �l chrntner cam latch provides po_,E.t ,e 10Ct i ?�, , ?cl ]-al In?g o i. ?. cif t c,. T f qq J 1 is, ; t: b„ a. or?e )I�{_.._xtrcu.lc,..l �.ni:l �Lilcanirc�d .. li �oine" <<� .Et. _ .� t 1 hick - .t —L— ternperr�d };I;a,s IerIS retained by Ylt;fit stec:ll c:l,ps <<vitf, fu:I sibs,{rile •,,,' aske?ting :IrOLIVId the I)errrrIet(:'r. —I- F Reflector Module: Specular Al ak,, optical segn;ent.s are rigidly r "C ,.r . r -� t i •c�.r r r ir. within I ,.,n, ern .r I i } :.t all.u. ..5 tot . E kU� tCd rt il.i rE dl�.._ck,,t J u L C L .wL t r f� r - ( 7 4y__J._ r 1koLl�inr, cl.� a Jae, f)E„c,L rr?JduiE.. belle. for rnc.).l�I!c i.� fi�Ic{ r�tataE.lt. I,1 16' 9Y) increments. HPS) and Pl` IF1 scl.ckets are IxJrcelain 4KV pulse rated mog'.LEI base, Nt1.1 Sockets are porcelain Enogull base,, pin -oriented, with Ar rn molded silicone lamp stabilizer. All reflector rnodLlles are factory CrOSS-sc>•ction -1— •- prewired with quick -•disco nnect plug and Inclucle silicone, seal at the penetration of tIle internal barrier :oral! in the IUMinaire 11e1-15ing. Electrical Module: All electrical c,)rnpo'ne?nts are UL _►nd C SA recognized, mounted on a sing!e plate and factory prewired with (ILIick-dist:onnect l.11ugs. Electricai module attaches to housing with b no -tool hinges ;;End latches, accessible. opeinin, the lei -is in, me only. All bi)11a5ts fire high power. factor rtitecl 20°F, sltarting. —Support Arm: One piece extr-114ed alumintan-� with internal bolt guides and fully radiussed top and bolWrn. LLllr?ina;re-to-pale attachrnert. is by internals drab( bolts, and incltides a pole reinfor'(cing plate wilt, wire .Strain relief. Arrn isc;rcLilar cLit 'Ur specifiei_I round pOIIVl. Optional Wall Mounting: Fixture rnour&3d Ito poured concrete walls only. A rnaclified support arm is provided vvith side access to allow field splices vEI.aln LF.,..m. 1 I! .r�tedr n _ t b (rk_t is provided to accept dravv Dolts, and a trim plale covers the \^ialkicrnbeddud Junction All wail mount conlponent5 are finish A to nrEltr_h the fixture, NOTE: Junction box in wall rnuSt provide a1CIaP.ClUate, fiALIr-e 9LIpr7Orl See NEC; sections 370'-13, 17 and "10•-14, 16. Finish: Super TC.iIC thermoset polyester pobvder coat paint, 2..7 trail nominal thickness, applied over a chrornate conversion cc)atlnSg; 2S00 hour ait spray test endurance raiino. Standard colors are 1_y1,.Ec k, Q,:Iik fironz:', I -fight Gri)y, Platinu-, Silver, Of White. CLIS101-n Colors ire I aV%usable afN:l SLILtIt-'.Ct to additional CllclrgE';i, rEllfilf)1CIrf? t:1U:Erltit4e5 and 10nh1,f-1 lead 6111leS. C OrISu1L representative. Certification: Ul. 1_;stC:d to U.S. and Canachan safety standard, for wet 10t:;:601_6. l-ixtLI,e r71aM]f<3cturer shall ernploy a t:ILlcllity priJ€;r"METE thilt is `..... '` ......... `� L:cftifieCi to rnee t the I fJ 90Ci1:?_C)i () startd�trel. � .. :: CAUTION: t ixtE_Irr�s must be grWnd}d in :accfT)rda- rice with 1. a! axles .............................. , • , 1' E .:: Filtbbell or th,-.', I •Iational Electrical C..ocde. Faili_irC) to dos so may result in ;rrroLES i.191-31ing, reef . personal injury. Cca 2003 KIM LlGH PING INC. -P.O. BOX L30080, CITY C}F INDUSTRY, C:A 91716.0060 • TE-L: 526,1968.5666 - FAX: 62.61,3 9-2695 5600.AI03076 l • r i-1 e /� h I'c h e Ly p eO- revis,ir �n .3/17/03 . ar.pdf Type: Job: Page: 5 of 5 Vertical Slipfstter Mounts C L No- includes A,r4C)E.intino Cat. tiI I o�right) ) C No Option optional Features A!IobvS ilxttal'e' with Shin i:ird 5'JlJI7C)r't cil'r-n Io 17c? i. pipe -size t': Y i 3 t 1- - E 1 `C poles having rE, i � ).Lt. t- rat)il 1 , , 2313' ) D. x '/_`:' n-1in. Iengtli ;ill niountin , . • ?. r I "1 i )n. l:l } c. 3 ,c .. I T^� Zf�. zL t . _� r -1- .:c.Elfi,,ur>: t c s t,{ _ _ . _ �c l , _ / C:). •-� 4' square or round die:-caast alun-driurn with flush c:ap., Ve,rticaI secured by four 1/a'sLaink.rss steel .set point alien screWs; finished to fl-IaLch fixture and arrfi. Pole with 2' pipe -size ;dloum NOTE: 3 �! Only available core round slipfitte�r', tenon shy off erg:) by Kirrl Cat. No. 577 ZlZio Cat. No, I'AOUnting Cori figu ration C-1 V F-1 A doi CJ SVSF-1 A 1 A - single arm aimint El VSF-2B Stainless 0 SVSF-2B 2B , 2 at180' _VSF-2 - :,cc�c}= scat __ II VS'r"-2L 2L - 2 at 90�si_=1 VSF-3T screws C �1 VSF-3T 3T - :7 zit yt�° C1 VSF-3Y --- - — � VSF-4C bound Square [ _l SVSF-40 4C ­4 at ` 0' 2003 fClrr)1 Li(ir E71€vt"b INC.• PO. E3()X 60080, CITY Clf: INDUSTRY- CA 91716-0080 • TE1_: i32C;/968-5666 • FAX: 626/365-;_69':5! 5600:103076 Aok AR The AI•Chptype"� 1GM LIGHTING revision 3/1 Z/0 3 , ar.pdf Type: Job: Page: 2 of 5 ,55 ry Diu Sf°rl:6dwlell Standard r MOUnting 3Y conf-4turationis available le Plarl View: Wall r.lount for roundpoies only. r� ! �1.�. �1.2 !. ?.I 2.0 � �.? 7 3.�_ 3.9 n/a Cal. No.: 01 A C 128 I..J 2L 0 3'1` I_1 f3�' � 4C [ ! 1 W Fixture Cat. 1\o, designates nates fr?:tUl-P and II'=}it di5tl"iklLion. I I r.r_:: -_ : [�1�,' -_ ___ %�•� Flat Lens See the Kim .Site/Roadway C17tiCtil �Sytitr r ns C�tt�tiv�; for 1 r :l Distribution: . If t.l� t I5t ).atic,n, t� Type lI J Y I I )e. II S e , � i x, l >'l l� )e l YF di;tailecd irl}'orm::ltiorl or: I-c'flectoi clesi n and FU11 Cutoff I -Lill Cutoff . .,,vard Throw Full Cutoff )civar'e Full Cutoff appik-ation. Cat. No.: .--] AR2 L.1 AR3 L.1 AR4 [__.1 AR5 Electrical Module HPS == High 1're551-lre Sodium MH = rMetal Halide PMH - l-)Lrltie StarL IMP -tall Halicie Lamp Lamp Line Watts :lyre Volts 400 HPS 277 Cat. Nos. t{:y 1:lectrical IMoClules %ivailable.: r J 150HPS120 0 250HPS120 __? 400HPS120 ' [-- d 175MH120 ! J 150HPS208 0 250HPS208 � 400HP S208 ' J 175NIH208 El •150HP S240 [ � 250HPS240 � 114001.1PS240 175MH240 I 150HP S277 [---1250HPS277 `___l 400HPS277 l 1---11 S 5MH277 L_1150HPS347 Ei 250HPS347 ;_r1400HPS347 3 t_1175MH347 El 150HPS480 U 250HPS480 J 400HPS480 01175MI-1480 I_at-rip E 23 �, Clear E-18, Clear E-•18, Clear BT-28 or ED--28, Clear --- Socket Mogul b'aase:' — � M08LI I _ IM08Ll l BilSe� � N401gu l f'i:ise --- I ! Pin -Oriented _------- ANSI Ballast. ----------- -- `S-55 --------------- �-50 IrIS= ----- ---- �-------—i-�.1-J7 Type 1 D 25OMH120 l-_I 4OOtAH120 j Ll 250PMH-120 If 400PMH120 EJ 25OMH208 0 40CPl f 12i33 Ej 25OPM H2 0400 ' l�l?9�3 I- {��g ry � 0 A _! �p oa t1H240 t , I _-- � 50PMH240 ..__� 400PMH240 E.] 2SOMH277 n 40OMH277 n 25OPMH277 i 40OPMH277 i_-125OMH347 [._.! 40OMH347 _ [_-] 250PNIH347 l !__) 40OPMH347 IJ 25OMH480 0 40OMH480 � U 25€yPi�tll-1430 I l`1400PMH480 --- I.aarnp t3I�•2fs or _ _____ `:()••lfS, (_1eL-aE----- -t:U-•2f3, Clear � 1:D•-28, Clear ---- ED-28, Clear i -_ Socket ilAo-ul Base �. n. — Jt r)E • r' P .oC,L 1 f3tl�t, _ — MO-PI-11c � r >F 7 e G[3�1�c. , Mc),,ul Ilds 1'in_-Csrierited Pin"Oriented ANSI BallasL I" Iv9-58 bA-59 NA-138 i PA-1 35 1 Finish Color: Black Bark Bronze Light Gray f1latinurn ;Inver White CUsLOn) Color' Super TGI(--' powder coat Cat. *o.: L�P U ��MP LLC�P 'D PS-P 0 WH_p 10 CC-P paint over a chromate ! Custorn colors subject. to additional C:hc".El'bk?5, rl•linin)UNi CILrcantities and exte-ricle:';d le c-ld err -ties. conver5i )n co atin`, _ C'Onsull. representaLive. t_.ustoill Color C1E:,C.'E'IF:)LifJfi: . TcCs rg LIGHTING,G INC.EPG• P.Q. d}Y 5_COf . GtrY O F INDUST 3f C" 31T1 - H._I�.. 6l4(, 9 0-r, r.= rr r t5 rA r 7 /44kAR z �o ThC, ,�,rc:hetypc. MM LIGHTING revis;;tin-)/17/03 a ar.pdf Type: ,iota: €gage: 4 of 5 tt ,.. Optional Features Houseside Shield Cat, ;Nio. (See right) _J No Option (Types If, III, and IV only). Fixture's with the stariclard flat glass, lens are available with tatmpecd aluminum louvers t}lice )aS5 SLreE�t:51Cle' light and I)lC)C'k h0 .IS .5i 1�' g l e C li;;Iit, and a k?lal-li.ened panel added to the reflxtor to reduce houseside reflections. Fixtures with the optional convex Oa:ass lens are available with al formed � alunlinurn shield that passes strec;'tside light and blocks ho use'side light, and a black. anodized panel adcd{:;d to HS HSC the reflector to reduce houwside reflections. ULe with iC,r flat !e,n for convex lens or Clear lamps only, as coated lamps redLice effectiveness, polyc:arboniite lens Cat. No. 0 HS Recommended for use with clear la ml:)s only. Effectiveness is reduced for coated lamps. Not for use with Type? V light distribLibOr-ls. 1 11 H SO For use with all fixtures with convex glass lens. Not for use with -ty -----pe V light - --c- i ------ - - -­ ..... l .- larnper-Resistant Latch Standard die-cast latch is prcavrded with a c:aprive •10-37 E silainle'ss steel flat socltiet-hec-ld screw to prevent E] No Option urlauthorize)d 0r2I1iPg. NOTE: I{ecluired only for vandal protection in locatioris where fixtures can x� reached !_)y ulmuthorized persons. Horizontal Siiipffter Mount Cat. Not. El HSF I. ] No Option Special Options for Street Lighting Cat, No. (See right) i Tarnper-Resi;;tant Latch Replaces standard rnouriting arm with a slipfitter ,ekiich Davit-arrn with 2" pipe -size allows fiXtUre to be rnourlted to a horizontal bole fixture mount (by carders) davit -arm with 2' pipe -size rnOLlnting end (j''/. O.W. Cast 111LInlirll.lra-1 cd,:afrip-type slipfitter with set screw anti -rotation lock. Bolts to I-rou sing from inside the elewical compartinerit Using rnounting holes for the standard supiwa arm. Davi arrn must be. field drilled at a Set Scre%� location to insure against fixture rotation. I-1:orizontal Slipf!tter Finished to rn cis fixture. Mount by I<Im Terrninsl Sock: (For field wire connec-_ions.) 8 )AMP, 600V box clamp terminal block rnoi.intecd tv Tenyninal(3iaCk the housing inside the electrical compartment. Accepts #14-4 wires. Factory prewired to electrical module C1a ic:k-d IScOr l neCt. El TB Ej No Option �. Air Filter: Allows for venLilatlon thrOLlgh L11C.' optical T - chambe filtering all air particles, alcove 500 n-licrons. J'AUlti--layer disc asiserrlbly n�iounted on solid wall Sir Filter between optical ounipa.-arnent and latch Cavity. Li AF L] No Option 0' 2003 KIM LIGHTING INC. • P.G. BOX 60030, CITY OF INDUSTRY, CA 91716-0080 •1 E_: 626/rJ68-5666 • FAX: 626/369.2695 5600403076 0 BECIA/US Architecturat Lighting Fixtures and Products g g AokDER The. ArC:hetype-,`v, KIM LIGHTING revis;t)i, 3/17/03 t ar,pdf Type: Job: Page: 3 of 5 A (Oi:Vi' OptionalFeatures Wall Mounting � C3 g Cat. No. 1 W Select frorn ivWuntinfj on Photocell Receptacle Cat. No. 11 A•-25 L i No Option Convex Glass Lens Cat, Na.� J C4�tL 0 Na Option Polyt arbona!ie lens Cat.No. I__ I LS ! _1 No Option FixturefolL�.tc) 1,"x• . concrete vallr only, iti - 4'/<" r-ncxaified suipp'ort arrn is provided With side access to ' allow field splices within the arm. A wall embcdnient - ---- � bracket (WEB) is providee to accept draw bolt:, and u =` � F__ °�'� r' 0%a' 1 trim plate Lovers the wall-ernbee'ded Junction Box. AIr =� ��"• 5/i6 wallrr,ount cUl-r7r�cri1_=rats �lro finis}le:ea tU i-n%itch t}ic:' fiXturc. Vi.all mound using wall e-r-nbecirne nt ,)racket - �1-bc�x in wall (by others) 4 i e t Fixturesupplied c I ..l._ 11..,.1 with II � t fully c.. 1�e.ed E - the electrical compartment for NI:!`AA base photocell (byr,CiLhUTS). For all molt plC-s'iXturc:.)OIC ITIOuntings �4Jitfr------------- I f ) f,� r ne:. pitic.:l i Iwo) or three:' fixtures, one fiXLL rc' haS a receptacle to operate the others. Four fixtures (250 watt or less) also r'eciuirc: or?e fixture with tt rec:eptac Ie. Four fixtures (400 watt) require: two fiXtL res wit}l receptacles. Mounting (see pcaC;e 2) 1 A, i Div 213 11, ._.. FiXLL!re with Photo eil }ZeceptaclE' ,1 S , # - T. �, S —slave. unit(s) x .•,I,/ ''1_ ',1, 3Y 4C. 4C. — A r ^—_, ,.,• -- `j_--------------.—_-.--. — — — Allovvable, vlattcau per fixture: 1.'�t_)-400W ---1 r' -- r. r_}—`,��—- l 150-l-Jt/Vlr 4s0W file ';iv" tllicl� clear convex tempered glass lens replaces the standard flat ;lass, lens,. Provides incre ryc'l l girls 21/2 presence .ind provides a subtle irnprov nient in unifol-i-nity where pole spicing is extrerne. Increase,,; _T— eifeCtiverle5 flf IICi(I�E'side shielcding, ! Coxi` e [iic'lSS Lei -is Fixture supplied with a one piece vacuum formed, cleal, UV .stabilized convex pc)lyr:arbc)naate, fullyl;t�sl<etc�:I, IE;}1eiC:rfig the stau'ic1%iri' tempered fjla:,y lert:�. 2:>0 watt I}ataxirnuna. !'✓1�ay (2 usr]cl �,vith 1f00E-ll:)S irl OLIW0017 locations where arnbient air temperature durinf; fixture operation will not exceed i 50F. � I ' —� CAUTION: Use only when vandalism is anticipated to I, f; Palyccarbon::Lir� Lens, be; higrr. Useful life is tirnitecl by UV eiis-oloration frorrl sunlight and reetal halide lamps'. ------------ ii;2003 KIM LIE:EI•ITING INC. - P.G. uC'J,`•, 60030, OITY Cif= INDUSTF:Y, CA 91716-0080 - TE_: 62F'/968-5&66 • FAX: 62.,1369-2695 5600403076 Page 1 of 1 Surface wall - symmetrical distribution -X. Designed for down lighting for interior and exterior locations featuring highly efficient symmetrical light distribution. Meets full a cutoff requirements. ...... .., >:. Wall m - mounted luminaires with die-cast aluminum echo ?_ i Anodized aluminum reflector with clear tempered glass. U.L. listed, suitable for wet locations. ::. Protection class: IP 44 y>, Finish: Standard BEGA colors. N Y Lamp Lumen A B ::.......:.:..,.....:..:.:.:..: F 6330 (1) 100W A-19 MED 1710 11 20 3/' • Specification Sheet - Submittal Drawings • Photometry - Application Photos • Estimated Lead Time Copyright 2005 BEGAWS. All rights reserved. ://www.bega-us.corn/iproductdetail,aspx?groupid=121 b&itemid=3093&familyid=l5 1/5/2007 0 BEGA/US Architectural Lightintg Fixtures and Products i • Specification Sheet • Submittal Drawings • Photometry • Application Photos • Estimated Lead Time Surface wall -symmetrical distribution Designed for down lighting for interior and exterior locations featuring highly efficient symmetrical light distribution. Meets full cutoff requirements. Wall m -cast luminaires with di a t aluminum e c s a u canopy. Anodized aluminum reflector with clear tempered glass. U.L. listed, suitable for wet locations. Protection class: IP 44 Finish: Standard BEGA colors. Lamp Lumen 638.7MH (1) 100W ED-17 MH 8800 Copyright 2005 BEGNUS. All rights reserved. Page .l of 1 A B 20 5/a 35 7/ http://www.bega-us.cont/productdetail.aspx.?groupid=121b&itemid=3220&f ttnilyid=l5 1/5/2007 Z Z A Z CL z_ W w 00 0 L t.7 w —� Z N c( Z ® O Z Q O LL_ W UJ L6n- O > \O \'D � -4, Z V 01 � o 3 0 O Z = �. o Z m N LLJ cN o0 00 �■�t Z N Z O --t u1 }. O M M _ N _..t 00 -4- -,t 0 a Q - O Z (D O > ii Z O W 0 �i Q =ce � a LLJ � 2 LAJ 0o�a um w Z Q V V� V YG Z , � Q J m � Q � e W O o mi V Q Q = V PROJECT N0. 20050260 G.L. N0. 151-15-D4.7 FILE N0. G-11410 DATE: 06/26/06 DRAWN BY: MJD/KLS CHECKED BY: RAR RA NA A. ROSADO No. 038196 05/17/07 VL SHEET N0. C 8*0 13 1011041071 PER COUNTY COMMEN TS yI May 17, 2007 — 11: 01 am V:\LandProjects\20050260\dwg\DETAIL—R1.dwg Luminaire Location Summary SegNo Label X Y z Orient Tilt 1 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 10 A32 11490361 3916970.25 20 54.123 0 11 R3 11490392.75 3917216.75 10 145.176 0 12 IR3 11490403.75 3917232.25 10 145.176 0 13 A3HS 11490407.75 3916845.75 20 144.058 0 14 A2 11490422 3917107.75 20 323.918 0 15 A3HS 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 IPF IN CO C. IPF IN CO SIC. 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 SYMBOL QTY DESCRIPTION ILUMENS LLF A21-14 KIM LIGHTING, 1A/AR2/250MH120/DB-P/HS 2 23000 1.00 A4HS 4 KIM LIGHTING, 1A/AR4/250MH120/DB-P/HS 4 23000 1.00 A3HS Q KIM LIGHTING, 1A/AR3/250MH120/DB-P/HS 3 23000 1.00 A32 Q KIM LIGHTING, 2B/AR3/250MH120/DB-P �j 3 23000 1.00 A2 KIM LIGHTING, 1A/AR2/250MH120/DB-P 1.00 � 23000 R3 � $ BEGA, 6387MH 1.00 8800 * A I UNLS MUUN I LU UN I WLN I Y I-UU I FULL R3 FIXTURES MOUNTED ON WALL TEN FOOT AFF o 0.0 O• O. Q. O 0 ° O O °° O O. 0 ° 0 0' °° O O O. o 0.O 0. o 0• ° °° O 0• ° O O• O• O O. O O 0. O. 0 0 0. 0 0• 0 O• ° o o• 0 0 0 0. O 0. O o 0• 0 0 0• 0 O• ° 0 O O. O o O 0. ° ° °0 0. ° 0 °o O• 0 0. 0 0 o. ° 0 o O ° O 0 0. O 0 °0 0 0 0. O O 0 0 0 0 Q. 0 0 0. O 0 U. ° o o. 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O __ __"_ -w -- �' Q 0 0 ° O O• o0. =. _ ° ° Q O. 0 O 0 • ° 0 ° 0 , ° ° °' O O O • ° O O 0 0 O ° 0 0 O O 0 ° - 0 0 0 ° 0 0• O O O O• 0 O O. ° 0 O 0. ° 0 . 0 ° 0 . ° 0 ° ---- O 0. ° 00 ° O O. 0 O 0. ° 0 O 0. ° 0 0 0 O ° ° 0 O O 0 0. ° 0 O O O O 0 0 0 O. o O. 0 O O, ° 0 ° O 0 O• 0.° ° 0 0 O O ° 0 ° z z z g a z _ o W W I-- w 0 U- � .j z (D W N -j Q z ®O z O =�moz N0 z � 0z N N f� W u = N 00 00 ® z N z O �' �' ow u1>- O M m N J 00 � �' � a Q - O z fe Lr) O > I- z a= �o Z CL W Q omi J = a W LLJ Ca Zola E- 0 u = Z � Ile o � z W 44 m J Q � W 00 V Q Q = PROJECT N0. 20050260 G.L. N0. 151-15-D4.7 FILE N0. G-11410 DATE: 07/05/06 DRAWN BY: BJW/DMK CHECKED BY: DMK PROFFITT o 0 ° Q O. O O o 0 0. 0 0 SHEET NO. O 0 ° L10 2 161 PER COUNTY COMMENTS May 17, 2007 - 11: 01 am V: LandPro jects 20050260 dwg current_UGHTING.dwg REVISIONS BY 11-22-06 RAD cz 0. 0. cz U C) 0 cz ___J N O O Q O mc m O� U U 9 Q rzLTHo U � RONALD A. DRESSEL JR. .No. _ 1236 ���SCAPE A9GA1�� co N N � H c o +-n N CID v � O LO w � N d' U t� LPDA DATE: 8-8-06 SCALE: 1 "=20'-0" DRAWN BY: RAD TITLE: Landscape Plan SHEET NO: L 1 ■ Plant Schedule - Wacholvia: Shops at Rio Road Plant Detail QTY Boutanical Name Common Name Size/Height Caliper/Spacing Condition Remarks Canopy Coverage Canopy Total Trees A 5 Acer rubrum "October Glory" "October Glory" Red Maple 2.5 cal. B&B Strong Leader 510 2550 A 4 Betula nigra "Heritage" "Heritage" River Birch 6'-8' Clump B&B Multi —Stem 535 2140 A 6 Ilex x aquipernyi "Dragon Lady" "Dragon Lady" Holly 6'-8' B&B Strong Leader 48 288 A 13 Quercus shumardii Shumard Oak 3.5 cal. B&B Strong Leader 419 5447 A 1 11 IZelkova 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' B&B 130 390 A 4 Cercis canadensis Redbud 6'-8' B&B 124 496 A 6 Lagerstroemia indica "Natchez" "Natchez" Crapemyrtle 8' min. B&B 77 462 A 1 Magnolia x "Betty" "Betty" Magnolia 6'-8' 1 B&B 1 82 82 Shrubs B 6 Aronia arbutifolia "Brilliantissima" Brilliant Red Chokeberry 24." 3 gal. Full 7 42 B 26 Buxus x "Green Velvet" Green Velvet Boxwood 18 36" 3 gal. Full 10 260 B 5 Cornus serica f. baileyi Bailey's Red —twig Dogwood 24 6' 5 gal. Full 72 360 B 31 Fothergilla gardenii Dwarf Fothergilla 18 48"' 3 gal. Full 3 111 B 82 Ilex glabra "Shamrock" Shamrock Inkberry 24. 36 3 gal. Full 23 1886 B 6 Ilex x "Sparkleberry" "Sparkle berry" Winterberry Holly 3' 5 gal. Full 41 246 B 46 Nandina domestics "firepower" "Firepower" Nandina 15 30 3 gal. Full B 101 Prunus laurocerasus "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. Full 7 175 B 21 Taxus x medis "Densiformis" Densiformis Yew 24" 42 B&B Full 28 588 B 3 Viburnum davidii David Viburnum 24" 36 3 gal. Full 38 114 Groundcover C 1 76 1juniperus chinensis "Pfitzeriana Glauca" Isargent Juniper 1 160 13 gal. I Full Ill 1869 Annuals/Perennials/Grasses D 240 Hemerocalis "Stella d'Oro" Stella d'Oro Daylily 118 1 gal. D 700 Liriope muscarI "Big Blue" "Big Blue" Liriope 12"' 1 gal. D 33 Pennisetum alopecuroides "Hameln" Hameln Dwarf Fountain Grass 30"' 1 gal. Total Canopy Coverage 22488 STREET TREE GALGULATIONS L I NEAR FEET OF ROAD FRONTAGE 543 Required Trees — — — — — — — —15 Proposed Trees — — — — — — —18 Existing Trees — — — — — — — I SET TRUNK PLUMB RUBBER H05E SEGURED WITH — WIRE OR APPROVED TREE TIES DOUBLE STRAND WIRE ATTAGHED TO END OF STRIPS (NOT AROUND TREE) OR APPROVED TREE TIES TWO WOOD STAKES SET IP50 DEGREES APART FIN15HED GRADE 5" OF MULCH 4" COMPACTED EART14--- 5AUGER (NOTE: IN PLANTING BEDS, ELIMINATE THE GOMPAGTED EARTH SAUCER AND GOVER ALL BED5 WITH 3" OF MULCH, MINIMUM) EXISTING GRADE TILL EXISTING 501L REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL UNDISTURBED SO I L TYPICAL TREE PLANTING SECTION ELEVATION NTS 11 .•ter l Al II r 1 1 �_ = A'r••'l= PLANTING 501L MIXTURE C TYPICAL PERENNIAL PLANTING SECTION ELEVATION NTS SITE GANOPY GOVER GALGULATIONS 51TE AREA ---------- 2.15 ACRE5 10%REQUIRED-------- IMO5F REMAINING TREE GOVER — — — — — 256 5F PROP05ED GOVER — — — — — — — 22,485 5F 5TRAICGHT V EDGE • MULCH 1 a.-r11 \ 1 11 11\./ .,... I F'. 1 11, ♦ 1 v 1 w NOTE: ALL 501L IN PLANTING BED5 15 TO BE TILLED TO THE DEPTH OF THE ROOTBALL D TYPICAL BED EDGE SECTION ELEVATION NTS PARKING LANDSCAPE AREA GALGULATIONS PARKING AREA — — — — — — — — 51154 5F 5% REQUIRED--------- 2517 5F AREA PROVIDED — — — — — — — 5560 5F SET PLUMB FINISHED GRADE 5" OF MULCH , 3" GOt-1PAGTED EARTH t �� 5AUGE:R (NOTE: IN C. 7 PLANTING BED5, ELIMINATE THE GOMPAGTED EARTH 4- 5AUGER AND GOVER ALL BEDS WITH 3" OF MULGH, MINIMUM) EXISTING GRADE TILL E:X15TING 501L REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. ROUGHEN ROOTBALL FOR CONTAINER GROWN 5TOGK. TYPICAL SHRUB PLANTING SECTION ELEVATION NTS of, TWO TIMES BALL DIAMETER FA "INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING 5ECURED TO CONVENTIONAL METAL "T" OR "U" PO5T5, DRIVEN TO A MINIMUM DEPTH OF 15 INGHE5 ON 6-FOOT MINIMUM GENTER5. FENCE SHALL BE INSTALLED AT THE ALONG THE TREE DRIP LINE. TREE PROTECTION DETAIL SECTION ELEVATION NTS IN5TALLED AT DRIP LINE, INSTALL FENCING A5 FAR AWAY FROM TRUNK A5 POSSIBLE AND STILL ALLOW GON5TRUGTION ACTIVITY. 5EE PLANS FOR GON5TRUGTION LIMIT5. NOTE: I.TREE PROTECTION SHALL BE INSTALLED PRIOR TO START OF GON5TRUCTION AND SHALL REMAIN IN PLACE UNTIL COMPLETION OF DEVELOPMENT 51TE. 2. PRESERVATION AREAS SHALL BE PROTECTED FROM 5TORAGE AND/OR MOVEMENT OF HEAVY EQUIPMENT. Jon X (..,".on. Cry at , Plan. Checkfi.s " Pr Jec t Nam : Fi.rm: Coniolleted Consei-vailon Plan Measure Descri t o Ll 1. f'.he followity items shall be shown aiid identified can the plan: • `bees to be. preserved rara.c protected. I.Arnit:s of'cleaaring shovWn. no closer than t:he otifside €I.r.ipd-i o, but not less than 5 ttcet f:r€ t.n. the :trace, of'the trees -to preierveytl and protected, Location. and type of protective- f4ncingg Delail }cl rfadfil itlfc�rrnatit n its trca ti �laerc raacie c hatt� e .rnaty recltrirctree wells or wcells. +� 'lk inneli.ng or tre:nc'lung 1�roposed beyond the limits or cieuring, 1 Markin Stab:; clearly (in. the plan that"All. trecs.to bet pr€ scrve€l and protected shall be marked with plaint.€ r ribbon at a heir ht.clow ly visible to ec(la_a ptneh:t pperators, No land distur�bina. activity shall. begin Until tlio tree marking has been instaatted by the contractor and inspected and approved —by the COL14-11y EngincQrmg I)epartmen:ta". Ll 3. Equivinent. 0 aerat on a nd, Stoa•a ge State clearly ofl the ljlarr:th.af'.f=le<avy equipment, vehicti:lar traffi.c, and the storage of corntructio twiterials and soil shaltnot permitted Within tlr.e outside drip -lino of'trm, to be prksemd and protected''. Ll 4. Erosion Control Measures and. Stor.ra .waater Iylanai�,etnent Facilities 'l'ettaporary erosion control ineaasu,res an(Vor facilities locations shall, be coordinated such that they shall not adversely affect. trees to be preservedand protected. Fires SSato clearly .on the plan thaat' t'i.res shall not be pernait:ted within 100 feet of the outside &.1P-lIne of trees to be preserved and protected"_ L1 6.i Toxic Materials State Clearly of) the } l.an last `Taxicinateaials sh.<ail n€}t be stored wlth;io .100 .(eet of"the outside drip -line of trees to be preserved and..proteetcd:! C 7'r�>t:it=c:lwNrae Tree protective 1'6neing, shall be shawls. and deratified vta:'the. phan for all trees that arc, to be. preserved aarld protmted ata:d are loaned within 40 feet, of tt proposed .bcrildiiag; Orland. distar rbing activity. State Clearly aarly on the plan.. that 4'No 1,4a>~ d distutbing activity shall. begirt. raratil. the tree pro -teed ve fejacing h4as been instale,d: by the contraotor arced .itnspccted arced approved.by tlae County Engincering f)epartn ent",. 8. 'free Wells When tla.€ ground 1c ve.l :trttast he raised wdih.in uses drip lirac of a. trce to lac: preserved. ved. pan, d prvtegted tlae plats shrill. show, irien f�, al:ad pro. vide.a.detatll. ior a tree Nvel,L 9. .1'ree atlls When the ground .l�ve.l .tnmst be lowered wit.la.i.ar the drip -lino ol'''4a tree to be p.re5e.rved and pote€;ted, iilara shall:sliow, i:dc:ritit�; arced 1�rovlde is d tail l a.r afraX�+ Wsall... 1.0i Trenching & Tunnelin6 lrad.icate can the place where trerachi ig aand. tunneling will be.rapwssary within the limits of tree p.rotea:atio.n or beyprid the :lidlits. ctf elearitag, Rate dearly on the plan. that "Whon.. trenching fbr any kind of tndergrtairtrd Water,sever, electrrc,trl, cable, telephone, or other utrlit�y service is rnec:essaa.ry within the lirn.its of tree protection or beyond lli.e litaa.its of clearing, the separation trorn. the trunks of trees shall .anaminized to.the f4ihest extent possible.-rUnneling shall.bt regwred when deemed, by the County I n irre:eir thLa.t trera.c la.irag will .st.gnifacantly damage feeder foots o r trees to be preserved and protected'% 0 11. DatnaLecl 'frees -& C otraptacierl R6ot Cartes State clearly oil dae plat that °Any rya ale to the cro.Wn, trunk, or root sy.stc of tany tree to be preserved and .protect€ d Shall be repafnr d tt'rartr€ dl.a ly, In acvord anc;e tivith the practices hi the Erosion edinaei t Control .Ilandboo.k. Care #Or set•i A11.5 i.rrjuries shall be pre -scribed by a proflessfuriatl tbrester ortree spec:it€.list, State :clearly can the plan thatt.s So ils which have been. c;oinpacted., over th.e root zones €af trees to be pre_ c r c cl 4ttr l protcc t tl, shall be faer at -dray pctnc,'hing holes wiith aarr iron Ear QvviA' 13" over the root torte. "11ae bar shall be drivers .12" decp and - moved black and fords. ra each Note until t;lac! soil is loosened". Ll 12. 'Re.moval cal Tefflpq l'rct t t ttvcA rleas irrcAs State clearly on the pla.ta that - `f`ree protective. naeaSttres shall be the tryst of the temporary erosion control plan rneasrires reanoved during the f inaal clean -Up", Completed By: Des.lgl°ler Date PREUM�KARY NOT FOR C�OKZTRUCF_`RON REVISIONS BY 11-22-06 RAD CCU 0 4� U U) 70 CZ 0 0 0 0 U) 0 Mimi ■ ® CU V O U Q) Ca E Q O RONALD A. DRESSEL JR. No. 1236 17" 0 7 G� CAPE AR��l�� tf1 N � N + C/1) a � W I_jPDA DATE: 8-8-06 SCALE: 1 "=20'-0" DRAWN BY: RAD TITLE: Landscape Plan SHEET NO: L2nO