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Home My WebLink AboutSDP201100060 Plan - Approved 2012-06-18GENERAL CONSTRUCTION NOTES: 1) PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3) EROSION AND SILTATION 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. 5) THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6) PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZED A DRAINAGE CHANNEL. 7) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE INSTALLATION SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) SITE PLAN NOTES 1) ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2) CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND Notify OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3) EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED AS NECESSARY. TO MATCH FINISHED GRADES. 4) ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5) ALL INTERNAL WALKWAYS OUTSIDE OF R/W UNLESS OTHERWISE NOTED ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6) EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7) ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8) ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9) SIDEWALKS ADJACENT TO TRAVEL WAYS ARE 5 FEET WIDE UNLESS OTHERWISE (NOTED. 10) ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 11) CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR S S A N r 0 _ =L B I� MARL ]I� SITE DATA DEVELOPER /APPLICANT ENGINEER SOURCE OF TOPOGRAPHY CONSISTENCY AND IF CONFLICT EXISTS CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 12) SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND PICKED UP BY PRIVATE SERVICE. RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATFR &. SANITARY SEWEIR NOTES MAGISTERAL DISTRICT TAX MAP /PARCEL ZONING ARB APPROVAL # PARKING REQUIREMENT MARCH 2008 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST 0.67 1 6% OF SITE VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS 0.06 1 9% OF CRITICAL SLOPE`S ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15.19!98 PARKING PROVIDED NOTES AND DETAILS EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 02113112 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE ARPROVED 02113112 DEMOLITION PLAN BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE VVITH 04127112 SITE LAYOUT AND UTILITY PLAN RWSA IS REQUIRED PRIOR TO THE START OF WORK. 02/13/12 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (811). 02/13/12 4) RWSA ENGINEER (JEREMY LYNN AT (434) 977 -4511) MUST BE NOTIFIED THREE BUSINESS 02113112 EROSION CONTORL PLAN DAYS PRIOR TO THE START OF CONSTRUCTION. STURCTURE HEIGHT 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE -INS TO 04127112 PROFILES THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE EXISTING USES WATER QUALITY COMPLIANCE PLAN PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIIES ON PROPOSED USES WATER QUALITY COMPLIANCE PLAN WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 04127112 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BY PASS PUMPING MAX # OF EMPLOYEES CONCEPTUAL LIGHTING PLAN _FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE PER SHIFT TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE TOTAL SITE ACREAGE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE PROJECT AREA ACREAGE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION. SIZE AND DEPTH OF ALL EXISTING UTILITIES. BOTH SURFACE AND SUBSURFACE. THE PROJECT IMPERVIOUS AREA CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUIE INCREASE FROM EXISTING IMPERVIOUS AREA DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES. WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL RESERVIOR WATERSHED FEMA MAP CARTER MYERS AUTOMOTIVE C/O PETER BORCHES 100 MYERS DRIVE CHARLOTTESVILLE, VA 22901 PHONE: (434) 220 -8815 FAX: (434) 220 -8813 E —MAIL: pborches ©cmacars.com TOWNES SITE ENGINEERING C/O BRIAN C. MITCHELL, P.E. 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VA 23832 PHONE: (804) 748 -9011 FAX: (804) 748 -2590 E —MAIL: BMITCHELL@CCTOWNES.COM BOUNDARY & TOPOGRAPHY SURVEY PERFORMED BY MIKE ESTES, LS #1870 OF TOWNES SITE ENGINEERING DATED AUGUST 1, 2011 HORIZONTAL DATUM: NAD83 RIO 04500- 00- 00 -094BO (PART OF) HIGHWAY COMMERCIAL ZiT:I��]��Ii• ®�i: °ii .1 r 'S 11L R COUNTY 1 SPACE PER 1500 SF OF DISPLAY AREA -> 3393 SF 2 SPACES 1 SPACE PER EMPLOYEE -> 30 EMPLOYEES 30 SPACES 2 SPACES PER EACH SERVICE STALL -> 13 STALLS : 26 SPACES 2 HANDICAP SPACES DISPLAY AREA SPACES: 30 SPACES EMPLOYEES SPACES: 30 SPACES SERVICE SPACES: 26 SPACES TOTAL SPACES: 86 SPACES 2 HANDICAP SPACES NOTE: DISPLA Y AREA SPACES ARE THE ONLY SELF PARKING SPACES. EMPLOYEE & SERVICE AREA SPACES ARE DROP OFF 28' MAXIMUM AUTOMOTIVE SALES & SERVICE AUTOMOTIVE SALES & SERVICE 30f 10.84 AC 2.00 AC 1.65 AC 0.13 AC SOUTH FORK RIVANNA (BELOW RESERVIOR) 51003CO278D / DATED FEB. 4, 2005 / ZONE 'X' Know whan below. Call before you dig. MISS UTILITY DESIGN TICKET #A117501445-00A CONTRACTOR SHALL CALL MISS UTILITY AT 811 PRIOR TO THE START OF CONSTRUCTION ROAD AND, DRAINAGE 1 CULVERT OR STORM SEWER (WITH STRUCTURE N❑,) EXISTING CULVERT OR STORM SEWER PIPE DROP INLET & STRUCTURE NO, O PROPOSED MANHOLE O EXISTING MANHOLE ___ _ --- ___ PAVED DITCH ► JUTE MESH OR SODDED DITCH - �— �- EARTH DITCH - GRASS LINED - - -1.00 — — - EXISTING CONTOUR We PROPOSED CONTOUR x 100,00 EXISTING SPOT ELEVATIONS + 100.00 PROPOSED SPOT ELEVATIONS T/C 100.00 (T /C - TOP OF CURB) 1 BENCH MARK & REFERENCE NO Stop VD❑T STANDARD STOP SIGN V II� ]III. fl-T �I N I A WATER QUALITY REQUIREMENTS FOR THIS PROJECT ARE TO BE SATISFIED BY A PROPOSED FILTERRA OR THROUGH THE PURCHACE OF NUTRIENT OFFSETS AS AUTHORIZED UNDER VA CODE 10.1- 603.8:1. IF OFFSETS ARE UTILIZED THE APPLICANT WILL PROVIDE APPLICABLE CERTIFICATES TO ALBEMARLE (COUNTY FOR PROOF OF PURCHASE CRITICAI SI OPFS AREAS ACRES TOTAL SIZE 10.84 ACRES CRITICAL SLOPES 0.67 1 6% OF SITE CRITICAL SLOPES DISTURBED 0.06 1 9% OF CRITICAL SLOPE`S LEGEND yet — SS - - -- EXISTING SANITARY SEWER —► —SSA— PROPOSED SANITARY SEWER i T T �^ SANITARY SEWER SERVICE CONNECTIONS 120400.00 MANHOLE N❑, W/ STATION OR 150500.00 COORDINATE LOCATION WATER -- -- W- - - - EXISTING WATERLINE W PROPOSED WATERLINE T T PROPOSED WATERLINE SERVICE CONNECTION 14 GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE CROSS BLIND CAP REDUCER EROSION CONTROL EROSION CONTROL DEVICES ASS PER VIRGINIA EROSION AND SEDIMENT CONTFR ❑L HANDBOOK STD, & SPEC. CE ® TEMP'❑RARY PAVED 3,02 C❑NS:TRUCTI❑N ENTRANCE SILT FENCE 3.05 IP 3.07 INLE -T PROTECTION RWD STONIE DIVERSION DIKE 3,11 L LIMIIIS OF DISTURBANCE XX He` CONSCHAIN RUCTION FENCE Cam' 9n �v Q' J� IIA\\ LOCATION MAP: I"=1,000' APPLICANTS NAME: CARTER MYERS AUTOMOTIVE SPECIAL USE PERMIT: 2011 -018 (APPROVED 01/11/2012 ZONING: 2011 -95 (APPROVED 10/17/2011) OW-3 ZMA 94 -23 ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DA DEPARTMENT OF COMMUNITY DEVELOPMENT "W11. l /_ PLANNING /ZONING ENGINEER INSPECTION ARB 2- DEPARTMENT OF FIRE & RESCUE I, _1 (0- ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT `, INDEX TO SHEETS SHEET # LATEST REVISION DATE CONTENTS OF SHEET C - 1 05123112 COVER SHEET C - 2 02113112 NOTES AND DETAILS C - 3 04127112 NOTES AND DETAILS C - 4 02113112 BOUNDARY AND EXISTING CONDITIONS C - 5 02113112 DEMOLITION PLAN C - 6 04127112 SITE LAYOUT AND UTILITY PLAN C - 7 02/13/12 GRADING PLAN C - 8 02/13/12 DRAINAGE PLAN C - 9 02113112 EROSION CONTORL PLAN C - 10 02113112 EROSION CONTROL DETAILS C - 11 04127112 PROFILES C - 12 02113112 WATER QUALITY COMPLIANCE PLAN C - 13 02113112 WATER QUALITY COMPLIANCE PLAN L - 1 04127112 LANDSCAPE PLAN LT - 1 05123112 CONCEPTUAL LIGHTING PLAN I HEREBY CERTIFY THAT THE LOT LINES, LOT NUMBERS, BLOCK NUMBERS (LETTERS) AND STREET NAMES ARE IDENTICAL TO THOSE SHOWN ON THE OFFICIAL RECORDED PLAT AND NO CHANGES WILL BE MADE PRIOR TO APPROVAL FROM THE UTILITY DEPARTMENT, IF ANY CHANGES ARE APPROVED, REVISED WATER AND /OR SEWER PLANS WILL BE SUBMITTED WITHIN 48e URS AFTE APPROVAL, PROJECT ENGINEER This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. � 0 2011 Townes Site Engineering O O LO C\2 V � Z Cn O c p 00 W� � ct � ;� - W U) ccl a �';' z bo PC � V O '_., Z �+ � c0 0 W ,0 W p -� -� '),t F- cc � O rr_ C'�co VJ O O a N L T H BRIAN C.JVft rHELI Lic. No 5724 e, 05123112 oFFSSIO v O U) U) Q W W DATE JCL' V1 'J1 U1V,5 ITEM 02113172 PER COMMEN TS 04127172 PER COMMEN TS 05123112 PER COMMEN TS q � o W v O U) U) Q W W DATE JCL' V1 'J1 U1V,5 ITEM 02113172 PER COMMEN TS 04127172 PER COMMEN TS 05123112 PER COMMEN TS DATE 09/12/11 SCALE N. T. S. PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.# 20110240 SHEET # � C -1 wP...2 1 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 1 „x EDGE OF EXISTNG PAVEMENT (AS DETERMINED N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT .LAYERS EXISTING SUBBASE - - - - -- PROPOSED SUBBASE �- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL �. REMOVE :EXISTING ASPHALT LAYERS TO EXISTING: SUBBASE AND REPLACE.. WITH PROPOSED ASPHALT WIDENING LAYERS: PROPOSED MNIIAUM 11/1 NCH THICK ASPHALT SURFACE :COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY To ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY :CORES ISEE NOTE 3) NOTES: WITH CURRENT OT PROCEDURES AND BE APPROVED BY THE ENGINEER, L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT .'DESIGN N ACCORDANCE t)RRE VD OC 2 THE PAVEMENT DESIGN FOR ASPHALT PAVE ME NT WINING SH ALL MEET OR EXCEED THE DEPTHS AK TYPES OF THE LAYERS OF E XIST I N G PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3.. A NINfNLab CF THREE CORES SHPlt; BE TARN ALONG THE CENTER OF Tiff ADJACENT TRAVEL LANE TO. DETERMINE THE TYPE AND THICKNESS OF EXISTING •. I. PAVEMENT LAYERS. THESE CORES SHALL BE aSPACED NO MORE THAN 500. FEET. APART, 4:. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 111/1 INCHES AND REPLACED WITH AH ASPHALT SURFACE COURSE TO MATCH THE 'PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REOIARE ME MILLING DEPTH OF THE EXISTNG PAVEMENT. TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE EFFECTIVE SURFACE DRA NAGS AND 6. EXISTING. PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FIN AL TRMISVERSE PAVEMENT TIE-114 SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECWICATI)S EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A.10 FOOT STRAJGHTEDCE IN ACCORDANCE WITH THE REOIAREMENTS OF SECTION. 315.07(.) OF THE SPECIFICATIONS: \VDOT SPECIFICATION ROAD:. AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF 1 REVISION DATE : FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 INCHES CONCRETE TO BE CLASS A3 0 0 . SEE CURB DETAIL go 5,0' 4 INCHES #57 STONE UNDER ALL SIDEWALKS <-- 114" ' t a.' a d a SID.E#.r4LIC DETAIL NOT TO SCALE 11153#1 STAIRS TYPICAL DETAWL NOT TO SCALE CO -ID G _ Y LIMIT GR-2 THREADEEpp`S /SLEEVE IIBERT B" X:6" TIMBER POST SOL PLATE BEARING PLATE NUTAND wf5H1�R ROTATING. AIDM OF ANCHOR PLATE w Weight = ±1496 Ib)s Half Block (23 Ye') Volume = 5.22 cft - � ACCEPTABLE IIN AjIr_�rI� : EXPANSION JOINT . a. ' ►'• ,''. - ri8LEf2•IOR ... Y';' DIA ANCHOR CABLE Al 55 R�JT JAI'AVCO SPACC UrFAYLD 5P ,96 W O x TO tB %. CHANGE I lA7A/.V• vtY7VN' I[ II NA [I II II [I [XI5 pp PrypP S ,MRA6_JC1& $DEWKLR SPACE. t C ' W I ° [ MAX. 3e END SECTION PLAN (8'-3" POST SPACING) 6 "AGGREGATE BASf SEE STD GR-HOW \ w r *^ 6" X 6" TIMBER POST ANCHOR PLATE BLOCK OR HEIGHT AF POST RECYCLED C TYPE 1SFZE 2118 a :• _ LESS THAN r -0" ' MHOLES TO BE STIRRUPS g� HEX. BOLT AID NUT iD" LONG WITH WASHER STEEL 22 3' ,s T N POST LAPPED 10" SPACING 5' GUARDRAIL LOCATIONS SHOWN ON PUNS ARE APPROXIMATE CHAFER TOP 3'-0" TO 1' -0" C -C Q OF POST Z. m FOUNDATION DETAIL A TUBE SEE DETAIL A j'4^ CIA. ANCHOR CABLE L. TOP: OF GROUIQ R PA TWO (2) %" HEX, BOLTS LENGTH of POST AT THE OPTION T} FAFRCATCR. q�"t +%4 ") ALL OR ALL CONCRETE SHALL ALL.CRNERS. :f BE CLASS N. V/ rLOW LINE 6. "'YI( fNOLES IN Posrs g WITH D NUT 5 10" LONG WRH WASHERS I GUARDRAIL POSTS F EXPANSION JOINT DESIRABLE 1NMgUM 16' ABSOLUTE. MINIMUM T2' R 9KY g Tpg IDE � TT'RRIARlCT�, SO PLATE IL SEE DETAIL B ST fpNM AND RESISTANT �V LJt 8 8 W FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO:. SOLOS. PATH C ELEMENTS Oit TH TIC N, At CE t�E FACIIJ TY 1"11,47 CAN IFPRQAG �If{>, EDGE 0'F PAVEMENT ELEVATION Y E: 1t IN AT INTERVALS 12 MAKWII/M INCREASE SLOPE NMI4HAUN 'W' ERv I, .4° 4tj "X�B" BOLT - 'x 4n T ICLE N < 6 "x6 "x1' -2" i4" HOLE 3 A HALF P(.AIV 4" 911 7 P'EGC � - -BEIND K STWANN w S ARE PROV A 4'TRA4RSA�E WENTH� SECTION B -B PINE BLOCK ~ I I I ATE AND ASSOCII HARDWARE SEE BACK-UP PL ' " LG, p X MARIItN DECREASE FOR SUCCEEDING MINIMUM KP INTERVALS SECTION O -D ' WTER� SEE NOTE 5. 0t WHEN UST N COWNGTN)N WITH sTANGARD G i OR CG -] THE 6URB FADE ON THIS AIMO9 0 D 5 T" BE ADJUSTED TO MATCH - 2 TO BE NOS. 501.01 AND 501.02. - THE M(X6NIrAIR,E exXR6 L"ofEKHIR.ArIIDHL 7 T Tg pCACCEPPT (GRPOR MEDIAN BARRIER Gi AND APPROVED BY THE ENGINEER. S " f" D IA. X 7" STANDARD ENTRANCE G UTTER - SIDEW SP PAR . is, 0 •. Raw ANND ORRS,Yi, STANDARDS TOP OR BOTTOM OF BLOCKOUT AFTER 4i" X18 - - DOLT IS INSTALLED, SHEET T OF 1 REYWON DATE - STADAiD WASHER TO BE USED ON LAST <50'OF TY 502. THREADED ENTIRE LENGTH - Vtl-NGbal1 OEPAAftut4T OF TRANSPORTATION RUN-OFF TERMINAL: TREATMENT IS USED.. HOLE ABLE ALL OUARDRAIL POSTS SHALL BE SET PLUMB. Ptti T SHALL - DETAIL B (Straight Full Middle Block Shown) NOTES: STANDARD BLOCKED -OUT W -BEAM GUARDRAIL . Architectural faces on the blocks have varying texture. J. JOHNSON cxrneY ^a (STRONG POST SYSTEM, POST AND BLOCKOUT' DETAILS) REVISION DATE I SHEET 2 OF 2 DIII HOLES 6„ Weight shown is based on Bn :.F FROM VERTICAL. W SET AND ALIONED WITHOUT ALTERATIdN OR FORCE, AS PER NO SCALE 1 OF 1 - SECTION 505 OF THE SPECIFICATIONS. SOIL PLATE - ALL AID C,� -2 AIL SHALL BE MAINTAINED AT ". IA CABLE TO BE D (� srANDARO swACCEo �OLE "DIA "DIA 4� f10LE &2 A HEIGHT I 27S"i' sr��jg TOLERANCE BASED OFF THE 1 3/t DIAL WAGE CONNECTED STUD FITTING -MVO 5 , HOLES �A1IT CROSS SLOPE..OR ALL W- BEAM - RAILS SHALL BE LAPPED IN THE DIRECTION OF 7� DW HOLES >' ANCHOR CABLE SWAGE CONNECTION VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. � pp � fF'"I _ TO THREADED STUD SHORT WOODEN POST VDD"r: STANDARD BLOCKED -OUT W -BEAM GUARDRAIL SPECIFICATION REFERENCE A 16" qIq(�, " DIA 0 2 N :.SHEET 1 OF 2 -. (STRONG POST. SYSTEM) ' 4" 4" i 4" 2" 2" r I A'-•A }iE i HOLE " I n y X " X 3" 2?� ��EQ. CJ7I) PLATE VIRGINIA DEPARTMENT OF TRANSPORTATION. SOS I 1 DIA: LE" . f " DIA w TS 8 "X6 "X � " ° BEARING PLATE STEEL FOUNDATION TUBE A-] EIGHT (6) % "DIA HOLE hA STEEL ANCHOR �@[� ' ATE ONE PIECE NOTE, PL ANCHOR PLATE DETAILS : COLD FORM USE OF THIS TERMINAL TREATMENT IS RESTRICTED SECTION A -A TO RUN -OFF CONDITIONS ON DIVIDED HIGHWAYS. - `VDO-r '.TRAILING END TERMINAL TREATMENT T SPEDIFICATION 'REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1'iDF'T REVISON DATE 503 221 501.20 VIRGINIA DEPARTMENT OF TRANSPORTATION wP...2 1 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 1 „x EDGE OF EXISTNG PAVEMENT (AS DETERMINED N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT .LAYERS EXISTING SUBBASE - - - - -- PROPOSED SUBBASE �- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL �. REMOVE :EXISTING ASPHALT LAYERS TO EXISTING: SUBBASE AND REPLACE.. WITH PROPOSED ASPHALT WIDENING LAYERS: PROPOSED MNIIAUM 11/1 NCH THICK ASPHALT SURFACE :COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY To ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY :CORES ISEE NOTE 3) NOTES: WITH CURRENT OT PROCEDURES AND BE APPROVED BY THE ENGINEER, L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT .'DESIGN N ACCORDANCE t)RRE VD OC 2 THE PAVEMENT DESIGN FOR ASPHALT PAVE ME NT WINING SH ALL MEET OR EXCEED THE DEPTHS AK TYPES OF THE LAYERS OF E XIST I N G PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3.. A NINfNLab CF THREE CORES SHPlt; BE TARN ALONG THE CENTER OF Tiff ADJACENT TRAVEL LANE TO. DETERMINE THE TYPE AND THICKNESS OF EXISTING •. I. PAVEMENT LAYERS. THESE CORES SHALL BE aSPACED NO MORE THAN 500. FEET. APART, 4:. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 111/1 INCHES AND REPLACED WITH AH ASPHALT SURFACE COURSE TO MATCH THE 'PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REOIARE ME MILLING DEPTH OF THE EXISTNG PAVEMENT. TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE EFFECTIVE SURFACE DRA NAGS AND 6. EXISTING. PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FIN AL TRMISVERSE PAVEMENT TIE-114 SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECWICATI)S EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A.10 FOOT STRAJGHTEDCE IN ACCORDANCE WITH THE REOIAREMENTS OF SECTION. 315.07(.) OF THE SPECIFICATIONS: \VDOT SPECIFICATION ROAD:. AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF 1 REVISION DATE : FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 INCHES CONCRETE TO BE CLASS A3 0 0 . SEE CURB DETAIL go 5,0' 4 INCHES #57 STONE UNDER ALL SIDEWALKS <-- 114" ' t a.' a d a SID.E#.r4LIC DETAIL NOT TO SCALE 11153#1 STAIRS TYPICAL DETAWL NOT TO SCALE CO -ID f�. POST MAY BE HOT ROLLED. OR WELDED. GR -2, 2A. TOO BE CU TO PREVENT TO FIT POST SHAPE TO PREVENT BLOCKOUT FROM 3'- W }jt4' -°ill ROTATING. AIDM OF r. w Weight = ±1496 Ib)s Half Block (23 Ye') Volume = 5.22 cft - � ACCEPTABLE IIN AjIr_�rI� : EXPANSION JOINT . a. ' ►'• ,''. F " ACCESS ROUTE AN B "X TREATED ... � Al 55 R�JT JAI'AVCO SPACC UrFAYLD 5P ,96 W O x TO tB %. CHANGE I lA7A/.V• vtY7VN' I[ II NA [I II II [I [XI5 pp PrypP S ,MRA6_JC1& $DEWKLR SPACE. t C ' W PEDESTRIAN ACCESS ROUTE DETAIL ENTRANCE CEO iH 7" EHTRMKS: CUTTER (8'-3" POST SPACING) 6 "AGGREGATE BASf EXPANSION �T \ w r *^ ALCITIONA. RWHT-4F-WAx IS f1E0[[tED E X # THE LU41r5 Of taE0E5TRIAN ACCESS RW TE TEND BEYONC) EXISTING BLOCK OR HEIGHT AF POST RECYCLED C TYPE 1SFZE 2118 OR PROPOSED VDOT WT -OF W 6 2" '. TREATED LESS THAN r -0" ' MHOLES TO BE STIRRUPS - 22 3' ,s T N POST LAPPED 10" SPACING 5' GUARDRAIL LOCATIONS SHOWN ON PUNS ARE APPROXIMATE CHAFER TOP 3'-0" TO 1' -0" C -C Q OF POST Z. m S' -O" "W or OR.ADE CHANGE CHAMFER MAY OE AV EXTENDED ENTIRE , �', )'• B ED CO TIS THE ISI LENGTH of POST AT THE OPTION T} FAFRCATCR. q�"t +%4 ") ALL OR ALL CONCRETE SHALL ALL.CRNERS. :f BE CLASS N. V/ rLOW LINE 6. "'YI( fNOLES IN Posrs g ENTRANCE WIDTH A.• ►. .ti; GUARDRAIL POSTS F EXPANSION JOINT DESIRABLE 1NMgUM 16' ABSOLUTE. MINIMUM T2' R 9KY g Tpg IDE � TT'RRIARlCT�, W IL�S� 6„ ST fpNM AND RESISTANT �V LJt 8 8 W FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO:. SOLOS. PATH C ELEMENTS Oit TH TIC N, At CE t�E FACIIJ TY 1"11,47 CAN IFPRQAG �If{>, EDGE 0'F PAVEMENT ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH Y E: 1t IN AT INTERVALS 12 MAKWII/M INCREASE SLOPE NMI4HAUN 'W' ERv USED BY PEDESTRMAts. .4° 4tj "X�B" BOLT - FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOIN W -BEAM SHEET < 6 "x6 "x1' -2" i4" HOLE 3 A HALF P(.AIV 4" 911 7 P'EGC � - -BEIND K STWANN w S ARE PROV A 4'TRA4RSA�E WENTH� SECTION B -B PINE BLOCK ~ HARDWARE, SEE SHEET 501.01 AND 601.02. ATE AND ASSOCII HARDWARE SEE BACK-UP PL ' RE A MAX. 7% CROSS SLOPE, p X MARIItN DECREASE FOR SUCCEEDING MINIMUM KP INTERVALS SECTION O -D ' WTER� SEE NOTE 5. 0t WHEN UST N COWNGTN)N WITH sTANGARD G i OR CG -] THE 6URB FADE ON THIS AIMO9 0 D 5 T" BE ADJUSTED TO MATCH - 2 TO BE NOS. 501.01 AND 501.02. - THE M(X6NIrAIR,E exXR6 L"ofEKHIR.ArIIDHL 7 T Tg pCACCEPPT (GRPOR MEDIAN BARRIER Gi AND APPROVED BY THE ENGINEER. o 7o STANDARD ENTRANCE G UTTER - SIDEW SP PAR . is, 0 •. GR -2, 2A f�. POST MAY BE HOT ROLLED. OR WELDED. GR -2, 2A. TOO BE CU TO PREVENT TO FIT POST SHAPE TO PREVENT BLOCKOUT FROM 3'- W }jt4' -°ill ROTATING. NORMAL CUTTER � r. x: X A Weight = ±1496 Ib)s Half Block (23 Ye') Volume = 5.22 cft - � ACCEPTABLE IIN AjIr_�rI� ' 4., . a. ' ►'• ,''. TOLERANCES. B "X TREATED SECTION C -C � 4 ,x t;i e . Md, k tk " �r" y!J; W O x TO tB %. CHANGE I lA7A/.V• vtY7VN' I[ II NA [I II II [I 4 d 4 4 0 II I1 Li _ Li [I II: I1 II Li Li : Lj Li { I (3'•1/2" POST SPACING) (8'-3" POST SPACING) 6 "AGGREGATE BASf MAX DYNAMIC. DEFLECTION 3' TREATED PINE 4" LESS THAI! Lift CLASS Al (H.E.S.) CI BLOCK OR HEIGHT AF POST RECYCLED A TYPE 1SFZE 2118 MATERIAL B -3 CA WIRE "_ 6 2" '. TREATED LESS THAN r -0" ' MHOLES TO BE STIRRUPS - 22 3' ,s T N POST LAPPED 10" SPACING 5' GUARDRAIL LOCATIONS SHOWN ON PUNS ARE APPROXIMATE CHAFER TOP 3'-0" TO 1' -0" C -C Q OF POST Z. m S' -O" "W or OR.ADE CHANGE CHAMFER MAY OE AV EXTENDED ENTIRE , �', )'• B ED CO TIS THE ISI LENGTH of POST AT THE OPTION T} FAFRCATCR. q�"t +%4 ") ALL OR ALL CONCRETE SHALL ALL.CRNERS. :f BE CLASS N. 12 MAx. ONLY AND CAN BE ADJUSTED DURING. CONSTRUCTION IF AND 6. "'YI( fNOLES IN Posrs SITES REQUIRING LONGER CONCRETE POST A.• ►. .ti; GUARDRAIL POSTS Three-Sided Cap TO BE DIA R 9KY Volume = 4.81 cft W IL�S� 6„ L ALL BOLTS NUTS WASHERS, AND OTHER STEEL ITEMi3 NREf TO BE GALVANIZED. LJt 8 8 W FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO:. SOLOS. Three-Sided Half Thr - N ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH Y E: 1t IN AT INTERVALS 12 MAKWII/M INCREASE SLOPE NMI4HAUN 'W' ERv z18„ .4° 4tj "X�B" BOLT - FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOIN W -BEAM SHEET Y < 6 "x6 "x1' -2" i4" HOLE 3 FOR T :10" RV x : 3 % 1AA)tMAUM DECREASE N SLOPE OR FIRS 1R NFi AL AG )c 4" TREATED ~ BLOCK STEEL PINE BLOCK ~ HARDWARE, SEE SHEET 501.01 AND 601.02. ATE AND ASSOCII HARDWARE SEE BACK-UP PL ' CYCLED CALOMAIO 1 E 100 p X MARIItN DECREASE FOR SUCCEEDING MINIMUM KP INTERVALS SECTION O -D ' WTER� SEE NOTE 5. 0t SECTION A -A 2 TO BE NOS. 501.01 AND 501.02. - _ T Tg pCACCEPPT (GRPOR MEDIAN BARRIER Gi AND APPROVED BY THE ENGINEER. o 7o STANDARD ENTRANCE G UTTER - CA Raw ANND ORRS,Yi, STANDARDS TOP OR BOTTOM OF BLOCKOUT AFTER 4i" X18 ' insert to allow the blocks to be DOLT IS INSTALLED, SHEET T OF 1 REYWON DATE - STADAiD WASHER TO BE USED ON LAST <50'OF BETWEEN 5 FEET: AND IN FEET. 502. 203.03... + Flnal dealgns mr ...at be pro paredby a Vtl-NGbal1 OEPAAftut4T OF TRANSPORTATION RUN-OFF TERMINAL: TREATMENT IS USED.. - 6x8' WOOD POST GR -2, 2A f�. POST MAY BE HOT ROLLED. OR WELDED. GR -2, 2A. TOO BE CU TO PREVENT TO FIT POST SHAPE TO PREVENT BLOCKOUT FROM 3'- W }jt4' -°ill ROTATING. Weight = :±1223 Ilbs ® 13,1 n DIMENSIONS PARENTHESIS Weight = ±1496 Ib)s Half Block (23 Ye') Volume = 5.22 cft - � ACCEPTABLE IIN AjIr_�rI� I Y4.. DRILL, TOLERANCES. B "X TREATED � P PINE BLOCK OR TREAT ED PINE II II lA7A/.V• vtY7VN' I[ II NA [I II II [I If [I Li Li II I1 Li _ Li [I II: I1 II Li Li : Lj Li 9OLT = GR -2A * HEIGHT TOLERANCE ± Nii GR -2 (3'•1/2" POST SPACING) (8'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 2' MAX DYNAMIC. DEFLECTION 3' TREATED PINE 4" LESS THAI! Lift IR REPAIR ONLY BLOCK OR HEIGHT AF POST RECYCLED A NOTESe MATERIAL B -3 CA WIRE "_ 6 2" '. TREATED LESS THAN r -0" ' MHOLES TO BE STIRRUPS t10LE 22 3' ,s T N POST LAPPED 10" SPACING _ GUARDRAIL LOCATIONS SHOWN ON PUNS ARE APPROXIMATE CHAFER TOP 3'-0" TO 1' -0" C -C Q OF POST Z. m MATERIAL tl4. p W6X8.5 OR � SPEEEECIFIC: POST POSTTIxtAL LITH7 CHAMFER MAY OE AV EXTENDED ENTIRE we.e I N B ED CO TIS THE ISI LENGTH of POST AT THE OPTION T} FAFRCATCR. q�"t +%4 ") ALL OR ALL CONCRETE SHALL ALL.CRNERS. :f BE CLASS N. OPTIONAL HOLE ro TO FACILITATE I GALVANIZING I TI ILJ'ILJI ONLY AND CAN BE ADJUSTED DURING. CONSTRUCTION IF AND 6. "'YI( fNOLES IN Posrs SITES REQUIRING LONGER CONCRETE POST STEEL POST AID SIR KETS We GUARDRAIL POSTS Three-Sided Cap TO BE DIA AS DIRECTED BY THE ENGINEER. Volume = 4.81 cft OlA. MIN. W IL�S� 6„ L ALL BOLTS NUTS WASHERS, AND OTHER STEEL ITEMi3 NREf TO BE GALVANIZED. LJt 8 8 W FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO:. SOLOS. Three-Sided Half Thr - N ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH - ® z18„ THE RAND BLOC THAT THE .SAME TYPE AN OF POST MUST BE USED N ANY BOF 4tj "X�B" BOLT - FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOIN W -BEAM SHEET GMAT SINGLE RUN OF GUARDRAIL. RU < 6 "x6 "x1' -2" i4" HOLE 3 < T' xrD2" Yt4" HOLE.. 4" TREATED ~ BLOCK STEEL PINE BLOCK ~ HARDWARE, SEE SHEET 501.01 AND 601.02. ATE AND ASSOCII HARDWARE SEE BACK-UP PL ' CYCLED CALOMAIO 1 E 100 4. THE GUARDRAIL AND MEDIAN BARRIER RECYCLED SEE NOTE S. MATERIAL to ' WTER� SEE NOTE 5. 0t COMPONENTS DEPICTED IN AR.T.B.A TECHNICAL 2 TO BE NOS. 501.01 AND 501.02. - _ T Tg pCACCEPPT (GRPOR MEDIAN BARRIER Gi AND APPROVED BY THE ENGINEER. o 7o Straight block styles can be - SOUTHERN PINE RAF. ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII TOP OR BOTTOM OF BLOCKOUT AFTER 4i" X18 ' insert to allow the blocks to be DOLT IS INSTALLED, n__� - STADAiD WASHER TO BE USED ON LAST <50'OF BETWEEN 5 FEET: AND IN FEET. • This crewing is forre/erence only. _ + Flnal dealgns mr ...at be pro paredby a tubes for mechanical tie -down RUN-OFF TERMINAL: TREATMENT IS USED.. - 6x8' WOOD POST ROUND WOOD POST ALL OUARDRAIL POSTS SHALL BE SET PLUMB. Ptti T SHALL FA" (Straight Full Bottom Block Shown) (Straight Full Middle Block Shown) NOTES: STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROAD Are BRIDGE STANDARDS Architectural faces on the blocks have varying texture. J. JOHNSON cxrneY NOT BE SET WITH A VARIATION OF MORE THMI /gs' PER FOOT -BEAM BLOCKOlTS AND POSTS SHALL BE (STRONG POST SYSTEM, POST AND BLOCKOUT' DETAILS) REVISION DATE I SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION Weight shown is based on 143 pot concrete. Ew,E :.F FROM VERTICAL. W SET AND ALIONED WITHOUT ALTERATIdN OR FORCE, AS PER NO SCALE 1 OF 1 - SECTION 505 OF THE SPECIFICATIONS. - ALL AID C,� -2 AIL SHALL BE MAINTAINED AT &2 A HEIGHT I 27S"i' sr��jg TOLERANCE BASED OFF THE 1 3/t DIAL FINS GRADE CENTERLNEELEVATION, PAVEMENT SHOULDER SLOPE. HOLES �A1IT CROSS SLOPE..OR ALL W- BEAM - RAILS SHALL BE LAPPED IN THE DIRECTION OF LLL..JJJ VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. � pp � fF'"I CRT POST VDD"r: STANDARD BLOCKED -OUT W -BEAM GUARDRAIL SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS .. :.SHEET 1 OF 2 -. REVISION: DATE (STRONG POST. SYSTEM) ' 221 501.04 VIRGINIA DEPARTMENT OF TRANSPORTATION. SOS FOR CONCRETE POST f�. POST MAY BE HOT ROLLED. OR WELDED. GR -2, 2A. TOO BE CU TO PREVENT TO FIT POST SHAPE TO PREVENT BLOCKOUT FROM Y 9y ,. -'e_I, }jt4' -°ill ROTATING. Weight = :±1223 Ilbs ® 13,1 6e _F� DIMENSIONS PARENTHESIS Weight = ±1496 Ib)s Half Block (23 Ye') Volume = 5.22 cft 46Y" 28" ACCEPTABLE IIN AjIr_�rI� Weight - 1747 Ibs Y4.. DRILL, TOLERANCES. B "X TREATED � P PINE BLOCK OR TREAT ED PINE 40 " Y2" 46 Y e fECYCLED MATERIAL. 6 BLOCKED sXs,�"B" " 7"frl /4'7 �'i � I ,. _ _ iii° ARTERIAL 9OLT = HOLES I CofG - 21.3" 4 #4 DEFORMED '< REINFORCED BARS 40 Y' 46 ' Y 13LOCKOUT FOR MAINTENANCE TREATED PINE 4" LESS THAI! Lift Volume = 3.97 cft REPAIR ONLY BLOCK OR HEIGHT AF POST RECYCLED Weight - ±2020 Ilbs � CofG- 19.35" Weight =1890 Ibs MATERIAL B -3 CA WIRE "_ 6 2" '. TREATED LESS THAN r -0" ' MHOLES TO BE STIRRUPS 41 p' BLOCK 22 3' ,s T N POST LAPPED 10" SPACING p RECYCLED [Py� RECYCLED q 7' -0.. TO 6r_Du STRONG CHAFER TOP 3'-0" TO 1' -0" C -C Q OF POST Z. m MATERIAL tl4. p W6X8.5 OR � SPEEEECIFIC: POST POSTTIxtAL LITH7 CHAMFER MAY OE AV EXTENDED ENTIRE we.e I N B ED CO TIS THE ISI LENGTH of POST AT THE OPTION T} FAFRCATCR. q�"t +%4 ") ALL OR ALL CONCRETE SHALL ALL.CRNERS. :f BE CLASS N. OPTIONAL HOLE ro TO FACILITATE I GALVANIZING I TI ILJ'ILJI � DETAIL A *n GUARDRAIL INSTALLATION:' 6. "'YI( fNOLES IN Posrs SITES REQUIRING LONGER CONCRETE POST STEEL POST AID SIR KETS We GUARDRAIL POSTS Three-Sided Cap TO BE DIA NOTES Volume = 4.81 cft OlA. MIN. W IL�S� 6„ L ALL BOLTS NUTS WASHERS, AND OTHER STEEL ITEMi3 NREf TO BE GALVANIZED. LJt 8 8 R I �=r{ 2^ Three-Sided Half Thr Volume = 2.25 cft ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH - ® z18„ THE RAND BLOC THAT THE .SAME TYPE AN OF POST MUST BE USED N ANY BOF 4tj "X�B" BOLT - T c = GMAT SINGLE RUN OF GUARDRAIL. RU < 6 "x6 "x1' -2" i4" HOLE 3 < T' xrD2" Yt4" HOLE.. 3 JOINT ETC. NOS SPLICE TREATED ~ BLOCK STEEL PINE BLOCK ~ HARDWARE, SEE SHEET 501.01 AND 601.02. COMMONN OR COMMON CYCLED CALOMAIO 1 E 100 4. THE GUARDRAIL AND MEDIAN BARRIER RECYCLED SEE NOTE S. MATERIAL to ' WTER� SEE NOTE 5. 0t COMPONENTS DEPICTED IN AR.T.B.A TECHNICAL 2 TO BE BULLETIN NUMBER 26M MAY BE SUBSTITUTED IF INTERCHANGEABLE WITH THE STANDARDS FOR `GUARDRAIL 2940- T Tg pCACCEPPT (GRPOR MEDIAN BARRIER Gi AND APPROVED BY THE ENGINEER. o 7o Straight block styles can be S• DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE SOUTHERN PINE io. SOUTHERN PNE TOP OR BOTTOM OF BLOCKOUT AFTER 4i" X18 Perforated Sock Drain insert to allow the blocks to be DOLT IS INSTALLED, n__� used in a variable radius wall. STADAiD WASHER TO BE USED ON LAST <50'OF can • This crewing is forre/erence only. RUN -OFF END ONLY UNLESS A 5TAIDARD CR 11 ' + Flnal dealgns mr ...at be pro paredby a tubes for mechanical tie -down RUN-OFF TERMINAL: TREATMENT IS USED.. - 6x8' WOOD POST ROUND WOOD POST 12" FA" (Straight Full Bottom Block Shown) (Straight Full Middle Block Shown) NOTES: STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROAD Are BRIDGE STANDARDS Architectural faces on the blocks have varying texture. J. JOHNSON cxrneY 23e (STRONG POST SYSTEM, POST AND BLOCKOUT' DETAILS) REVISION DATE I SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION Weight shown is based on 143 pot concrete. Ew,E 41" SERIES BLOCKS 4011 16'yg' Top - 28" Half Top - 28" _ Volume 8.55 cfft s" = 5„ Volume 4.13 cft Weight = :±1223 Ilbs ® 13,1 Weight= ±591 Ibis 13" CofG= 15.06" Weight = ±1496 Ib)s Half Block (23 Ye') Volume = 5.22 cft 46Y" 28" 28" IXB. Weight - 1747 Ibs ±23" (Limestone) 10" Dia. 36 �a" 4" High 23" . ( T YP) 13 fir Middle - 41" - - 4 1s" Volume 16.4 cft Weight= 12351 Ilbs Half Middle - 41" - 1 s" - 8 cft Volume 7.2 Weight= 11041 IDS C of G - 20.92" 13" 40 " Y2" 46 Y e 40 " Yz 22 3;e' 10• Volume = 7.65 cft 1 10" Dia. 36 �" 4" High 23" T . ( YP) 13 Y16" Bottom - 4 1" - - 1B" Volume 17.37 cft - Weight - 12483 Ibis 9 Half Bottom - 41" m c 18" Volume 773 cft Weight =11105 Ibs 9 CofG - 21.3" Move Blocks Forward During 40 Y' 46 ' Y 40Y," z 22 Ye " Half Middle Corner Volume = 3.97 cft 36%" 23" 16" Planter Volume_ 14.12 (cft 1s" Half Planter 16" Volume = 5.91 cft Weight - ±2020 Ilbs � CofG- 19.35" Weight =1890 Ibs 42 Y,' 323" (Bottom Corner Block a Y •• 46 g z e 1 ,' 40 Y2" Straight Middle 22 3' ,s NOTES: Volume and Center of Gravity (C of G) calculations are based on the blocks as shown. Center of Gravity is measured from the back of the block. O� JOHNSON 01/0"9 Redi -Rock International, LLC Half blocks may include a fork lift slot on one side. EO"®Er Actual weights and voluni may vary. PROvs- D RAwNe TILE IsaN 41in Series Blocks 010909.dwg scAU: Ee7 No Weight shown is based om 143 pcf concrete. arD 11 NO SCALE OF 1 Weight = ±1465 Ibs 6" CAP BLOCKS Two -Sided Cap TwoSided Curve Cap Volume = 4.50 cft Weight ±644 Ibs Volume = 4.33 cft Weight =±619 Ibs 41 Xe 6. "'YI( Volume = 5.33 cft 46 Ys" 42 Ys" 28 Yz" / 28 Yz" Three-Sided Cap Four-Sided Cap Volume = 4.68 cft Volume = 4.81 cft Weight = ±669 Ibs Weight = ±688 Ibs 6„ - L 6" 48" 28 Y" z 49Y" t 28 " Yz Two Sided Half Three-Sided Half Thr Volume = 2.25 cft Volume = 2.43 cft Weight = ±322 IDS Weight = ±347 Ibs Weight = ±1649 Ibis 18" 23Y,." 28Y" 25" 28 Yz" NOTES: DJ JOHNSON 01/15,09 "aY Redi-Rocke International, LLC Volume based on blocks r as shown. Actual weights and volumnes may vary. "FS Senes Cap Blocks 011509.dwg - -s Weight shown is based onn 143 pcf concrete. Eonre _' rxo SAID SCALE s1 N E "O"F' 1 Typical Gravity Wall with 41" Positive Connection (PC) Blocks No Scale 28" PC Top Block Grade to Drain Surface Water Away From Wall SETBACK= 1 5/" (50 Batter Angle on Wall) �I FREESTANDING SERIES BLOCKS Top Corner (FINISHED ON TWO SIDES) Straight Top (Smooth or Textured)) Full Block (46Ya ") OPTIONAL Curved Top OPTIONAL (Smooth or Textured) as Ys" Volume = 10.03 cft Volume = 10.46 cfft 18" Weight = ±1434 Ibs 1a" Weight = ±1496 Ib)s Half Block (23 Ye') Volume = 5.22 cft ash; azY:^ Weight - 1747 Ibs ±23" (Limestone) ±23" (Limestone) e ) 46 Y" 323" (Limestone) 124' (Cobblestone) ±24" (Cobblestone) Straight Top Garden 13" Curved Top Garden 19 46 Ye" Full Block (46 Ye ") 10• Volume = 7.65 cft 1 Volume = 7.98 cft 7Yz" 18" Weight = ±1093 Ibs 7 y.. 18" Weight= ±1 141 Ib4s 23" Limestone (Limestone) Move Blocks Forward During Half Block (23Ye') osed Half Middle Corner Volume = 3.97 cft Volume = 5.28 cft - Weight =11534 Ibs Weight ±567 Ibs; 40'. 42 Y,' 323" (Bottom Corner Block 123" (Limestone) ±24" (Cobblestone) (Limestone) 324" (Cobblestone) Straight Middle 23" 10•Dia. Curved Middle 23" Full Block (46 Ye') High igh 4" ig Volume = 10.24 cft 46Ya^ Volume = 10.68 cfft NOTES: DJ Weight = ±1465 Ibs Weight = ±1527 Ibas Actual weights and volumes may vary. eR0V 1Y oFS Sanea Comers 100509.dwg Weight shown is based on 143 pcf concrete. ar oAre _errs an E. xo NO SCALE 1E OF 1 Half Block (23 Ye ") (ASTM No. 57 or Egtuivalent) Volume = 5.33 cft 12 25 [311 ] Weight ±762 lbs; 46Ya" 42 123 t23" (Limestone) 123" (Limestone) 1 ±24" (Cobblestone) ±24" (Cobblestone) Straight Bottom 23" 10"Dia. Curved Bottom 23 Full Block (46 Ye ") a^ High ( ryp,) Volume = 11.10 cft as Ye' Volume = 11.53 cfft 2443 Weight = ±1588Ibs Weight = ±1649 Ibis 18" 19" Half Block (23 Ya ") - Volume = 5.74 cft rrr4 41" PC Middle Block Weight= ±821 Ibs; 46 Y " 42" Yz _ 123" (Limestone) ) 323" (Limestone) 16 25 ±24" (Cobblestone) 324" (Cobblestone) Force Protection) 2940- Variable Radius Walls Straight blocks can be „ Straight block styles can be manufactured with a 3" horizontal No c enter Slot manufactured with the end block 4" tube for post - tensioned cable Perforated Sock Drain insert to allow the blocks to be installation. As Specified by Engineer used in a variable radius wall. Straight and curved blocks can • This crewing is forre/erence only. be manufactured with 6" vertical + Flnal dealgns mr ...at be pro paredby a tubes for mechanical tie -down bolt installation. J. JOHNSON 12" Redi-Rocke International, LLC (Straight Full Bottom Block Shown) (Straight Full Middle Block Shown) NOTES: • Rnal wall dealrm must aded eas both internal antl ecosrnal Architectural faces on the blocks have varying texture. J. JOHNSON cxrneY 03/18110 Redi -Rocke International, LLC Volumes are based on the blocks as shown. who IS resparnalble for the wall design. Actual weights and volumes may vary. PROeo sv RAw No DFS Series Blocks 031810.dwg FS Weight shown is based on 143 pot concrete. Ew,E xEE, xo s NO SCALE s1 OF 1 Typical Gravity Wall with 41" Positive Connection (PC) Blocks No Scale 28" PC Top Block Grade to Drain Surface Water Away From Wall SETBACK= 1 5/" (50 Batter Angle on Wall) �I FREESTANDING SERIES CORNERS (FINISHED ON THREE SIDES) Top Corner Half Top Corner T (Smooth or Textured) OPTIONAL Volume = 5.18 cft Weight = ±1493 Ibs Weight = 1741 Ibs 557 35 8202 7.25[1841 8.25 [2101 ±23- (Limestone) Non -Wove Geotextile n 23Ye" t24" (Cobblestone) 46 Y" 323" (Limestone) 8.25 124" (Cobblestone) 9.25 [2351 Garden Corner Half Garden Corner Fabric If S ecified P Volume = 4.25 cft 7Yz" Weight= ±11821bs 10" 13" Weight= ±6071bs 10" 18" 18" ^C 46 ' Y' " (Limestone) es 23" Limestone (Limestone) Move Blocks Forward During Ex P osed Half Middle Corner - Volume - 10.73 cft 10" Dla. 23" 4" High Volume = 5.28 cft - Weight =11534 Ibs Weight - ±755 IDS Installation to Engage Shear Wall (Bottom Corner Block (Half Bottom Corner does not have groove) 18' Block does not have 18,. 8206 T Knobs (Typical) (YP > 46 Ye" ±23" (Limestone) :123" (Limestone) ±24" (Cobblestone) 23 Ya' :124" (Cobblestone) NOTES: DJ Free Draining Bell Volumes are based on the blocks as shown. EOKm "Y Actual weights and volumes may vary. eR0V 1Y oFS Sanea Comers 100509.dwg Weight shown is based on 143 pcf concrete. ar oAre _errs an E. xo NO SCALE 1E OF 1 (ASTM No. 57 or Egtuivalent) 8207 12 25 [311 ] 13.25 [337] 4.347 t0 Extend at Least 12" Behind Wall 123 8208 13,25 1 362 1415 [ 1 Fill Slot and Wedge Between 2106 1 8209 14.25 362 Blocks with Stone 5443 2443 155 8209N 152513 87 1 15 25 f 387 1 - rrr4 41" PC Middle Block Bury epth 9 _ 1 U (Typical) 16 25 [413] 17.25 [4381 6 551 2940- Leveling Pad 8212 „ 41" Bottorm Block 18.25 [4641 No c enter Slot 1 3189 1 202 Perforated Sock Drain As Specified by Engineer Crushed Stone Leveling Pad • This crewing is forre/erence only. (ASTM No. 57 or Equivalent) + Flnal dealgns mr ...at be pro paredby a oRAVm sY replafered Proleailonal Ernarieer using the actual condifor of the ode. J. JOHNSON 05/23/11 Redi-Rocke International, LLC Mcned EeKm rr • Rnal wall dealrm must aded eas both internal antl ecosrnal eaovED ar wNC r u: IsoN DTypical 41 in PC Block Gravity Wall 05i2311.dwg drelnage and shall be evaluated by the Proleaalonel Eahineet, who IS resparnalble for the wall design. E DATE aHEEr, NO. NO SCALE 1 OF 1 FREESTANDING SERIES CORNERS (FINISHED ON THREE SIDES) Top Corner Half Top Corner (Smooth Or Textured) OPTIONAL Volume = 10.44 cft (Smooth or Textured) OPTIONAL Volume = 5.18 cft Weight = ±1493 Ibs Weight = 1741 Ibs 557 35 8202 7.25[1841 8.25 [2101 ±23- (Limestone) 774 23Ye" t24" (Cobblestone) 46 Y" 323" (Limestone) 8.25 124" (Cobblestone) 9.25 [2351 Garden Corner Half Garden Corner Volume = 8.26 cft 7Yz° " Volume = 4.25 cft 7Yz" Weight= ±11821bs 10" 13" Weight= ±6071bs 10" 18" 18" ^C 46 ' Y' " (Limestone) es 23" Limestone (Limestone) ±23 Y 124" (Cobblestone) 23 " )ie (Cobblestone) 1124" Cobblestone Middle Corner Half Middle Corner - Volume - 10.73 cft 10" Dla. 23" 4" High Volume = 5.28 cft - Weight =11534 Ibs Weight - ±755 IDS (TYp.) 26.0 [ 1 (Bottom Corner Block (Half Bottom Corner does not have groove) 18' Block does not have 18,. 8206 groove) 46 Ye" ±23" (Limestone) :123" (Limestone) ±24" (Cobblestone) 23 Ya' :124" (Cobblestone) NOTES: DJ Architectural faces on the blocks have varying texture, JOHNSON 10/05/09 Redi -Rock International, LLC Volumes are based on the blocks as shown. EOKm "Y Actual weights and volumes may vary. eR0V 1Y oFS Sanea Comers 100509.dwg Weight shown is based on 143 pcf concrete. ar oAre _errs an E. xo NO SCALE 1E OF 1 LLGlJI- 1!LVt�A L'L1LiLlo1zliv!/11VL-r IVeiGG ti7GliJLV1Y rive ZURN�%- Z882 SPECIFICATION SHEET , 12 [3051 WIDE REVEAL TRENCH DRAIN TAG SYSTEM WITH STEEL FRAME - - - - - -- Dimensional. Data (inches and I mm j) are Subject to Manufaclur nq Tolerances and Change Without Noffce SPECFYING NGINEER. IS RESPONSIBLE FOR CONCRFIE FNCASEMENI AND REINFORCING SASEO .UPON APPLICATION AND LOCAL CODES 12 [305, 9 1 2499 -y 4 MIN 2� --] � 9j [235,1 98j � � [243$1] 1 M +1, I 'A` _ .H. 102] 11 [47]j MIN. Note. A,1,,il CI ,,,r lengths Yd as 124991 w snow a r ,..Leal,. ` ENGINEERING SPECIFICATION - Zurn 2382 Channels shall be.96 2438 Ion 12 :305 :wide reveal and have a 9 -1 /4 235 throat. Modular charm Ise 'o e cfi ns shall ba made of 0% water absorbent High Density Polyethylene HOPE .Shall have a ositivemechanical connection between channel sec s d Y ( ).. P ton that wilrnot se orate curie the installation P 9 and shall mechamcall lock Into the concrete surround ever 12 305 Channels shall weigh less than .051 a 5 bs. 229k per linear toot haveasmooth Y Y [ 1 9 f 91 shall 3 [7Gj ra diused self cleaning bottom with a Mannmg's coefficient of 0.000 and .1.04 % or neutral 0% built in slope. Channels shall have rebar clips standard to secure trench In its final location. Shall be provided: with standard DOD grates that lock down to frame. Zurn 12 (3051 wide reveal Ductile Iron Slotted Gratecmformm to ASTMS cif ahonA536- 84 Grade80- 55 -0G- Ductheiron rateisratedclassC erthe DIN EN 1433 to I d I ificafo s. Su li pe oa toss r n ed 9 9 P P PP rn 24 GO8 :nominal ten the with 13'1 G 21 voice slots and 1 U2 38 bearin de th Grate has an o n a eaof 57 50 s in. r ft. 1 17 s r r e 2 08 mm meter The 1!4 6 thick Hea -0u Carbon Steel Frame Assambl conforms to ASTM s ecificahon A36 with 10 4 10 n 2 Ion concrete a chess er I 11 vy H Y P I 1 9 P 96 2438: Grata Ixkdrnvn bars are to be integral to the frame. The frame is supplied with a powder c to finish. I I 1 9 pp P oa d i All welds must be Performed by a certified welder per ASTM standard.AWS CIA. Frames Shall be produced in the U S A. PREFIX OPTIONS IC heck /suecifv an ore,,, a or ions) Z EI ht foot Hi h Density Pol eth lene HOPE Channel. Heav -Du 9 A ty Y Y (HOPE) Y �' Frame with Anchor Studs.'. SUFFIX OPTIONS (Checkispecify appropriate options) Outlet Adapters Add/Each _ -E1 Closed End Cap -U4 4 (1021 No -Hub Bottom0utlet :r _ -E4 4 102 No -Hub End Outlet _ J6 6 152 No -Hub Bottorn:0utlet I I ( 1 -E6 6021 No -Hub Eiid.Outlet -U8 8 203 No -Hub Bolcom Outlet -E8 8 3 No -Hub End Outlet Grate Options (Load Classifications are per DIN EN1433) ._ -BDC Black Acid Resistant Epoxy Cooled Ductile Grate - .Class C -BDE Black Acid Resistant Epoxy Coated Ductile Grate - Claw E -DC Ductile Iron Solid Cover - Y ss Class -DGC Ductile Iran Slotted Grate lass C _ -DGE Ductile Iron Slotted Grate Class E _ -DGF Ductile Iron Slotted Grate -Class F GDC Galvanized Ductile Slotted Grate - Class C Trench Na 'A' Shallow Inv. 'B' Dee Inv, Flow cfs) m Is 8201 6.25[1591 7.25[184] 1,241 557 35 8202 7.25[1841 8.25 [2101 1.725 774 49 8203 8.25 210 1 9.25 [2351 2.226 999 63 8CO_�F1- MADE in the U.SA. .. �5 3 3 W5] _ - AD A -USA M..ta Am r ca n with Dsuolii Ad - -RFG Renforced Gala. rI zed Slatted G a fa - Class B 8204 9.25 [235] 10,25 [26.0] 27T6 1232 78- 8205 10.25 26.0 [ 1 11:25 286. [ 1 3.271 14-68 9� 8206 11.25[2861 311 12.25 [ I 3.808 1709 108 8206N 12.25 [3111 1 12. 2 5 [3 11 _ -GG Fiberglass Gr te.- Gass A 8207 12 25 [311 ] 13.25 [337] 4.347 1951 123 8208 13,25 1 362 1415 [ 1 4 3 2106 1 8209 14.25 362 15.25 387 5443 2443 155 8209N 152513 87 1 15 25 f 387 1 - 2T li i� a 1 4 3 9 2�J 1 U 8211 16 25 [413] 17.25 [4381 6 551 2940- 186. 8212 17.25 [438,1 18.25 [4641 7.106 1 3189 1 202 Galvanized Ductile Slotted Grate - Class E Itern Part -GDF Ualeanized Ductile Slotted Grate - ClassF Miscallanaous Options (cent.) GHPD .Galvanized Heel -Proof Ductile Grate - Class 8 JC. Joint Connector GHPDE Galvanized Heel -Proof Ductile Slotted Grate - Class .E: _SW Sidewall Extensions - 1 1 1 27 9 1 High h -_ -HPD Heel -Proof Ductile Slotted Grate -Class B -8`,412 Double Sidewall Extensions - 22 559 High 9 -HPoE Heal- ProofDUntila Slotted Grate - classE _ -_ -VP Vandal -Proof I_ockdown Miscellaneous Options No _ GBH. .Black Acid Resistant Coated Top Frame MADE in the U.SA. _ - AD A -USA M..ta Am r ca n with Dsuolii Ad - -RFG Renforced Gala. rI zed Slatted G a fa - Class B Ra uiremend -Cas C _. - -- -RFS Reinfoced Sain Iass Steel S Ott e - Grate Class 8 -BG Gdvanzed Steel: Bar Grate Class 'D -RPG Reinforced Galvanized Perforated Grata Cis" 8 _. -DGC I_I SA Ductile Iron Slotted Grate Class C -RPS Reinforced Stainless St eel Perforated Grate - -D E -USA Ductile Grate Class. _ G i Iron Slotted E class B _ -FG Fabricated Galvanized Steel Slotted Grate Class A. -SBG -L Stainless Steel Bar Grate - Class B -FS Fabricated Stainless. Steel Slotted Grate Class A - GADAUSA :Galvanized Ductile ADA Slotted Grate - Classc Miscellaneous -0ptions GDC -USA Galvanized Ductile Slotted Grata' - -Class C ..._ _. -DB Bottom Dome SValner GDE -USA Galvanized Ductile Slotted Grate -. Class E _ -GG Fiberglass Gr te.- Gass A -- - -PG Perforated Galvanized Steel Grate - Class A REV. C DATE: 7/15/11 C.N. NO. 121592 _ -Ps Perforated Stmnless Steel Grate - Class A 'REGULARLY FLAN I SHEDUNLESS OTHERM1 SE5PECIFIED DWG. NO. 301672 PRODUCTNO.Z882 ZURN INDUSTRIES, LLC ♦SPECIFICATION DRAINAGE OPERATION ♦ 1801 Pittsburgh Ave: ♦ Erie. PA 16514 Phone: 81441550921 ♦ Fax 8141,4547929 ♦ Word Wide Web w zuri In Canada: ZURN INDUSTRIES LIMITED ♦ 3544 Nashua Drive ♦ Mississauga• Ontario L4V1L2.♦ :Phone, 9051405 - .8272. Fax: 905W054292 ZURN P12-HPD �� 12 [305] Wide Grate Dlmenslcnal Data (inches and [ mm ar are Subject to ManufacturingTNerances and Change WRhoutTc;5 a Back to Index Please Itern Part Item Check No. Number I.D. 33.7 in`/ff -�- ANSI Rating: Medium -Duty Application: Heel- Proof, Pedestrian Slot Width /Hole 24 61015 P12 -HPD ___-24 [610] - - - 11' [37] - --{ a O 0 C 0 0 0 0 0 0 -� 1 14 [286] _ O O O O ID '.O O O O o 1 4 .[ 6] HPD GRATE ENGINEERING SPECIFICATION: The Zurn P12 -HPD Heel -Proof Longitudinal, Ductile iron Grate, is 11 -1/4 inches wide by 24 inches long, weighing 141bs per linear foot. The grate has an open area of 33.7 square inches per linearfoot, DIN Rating of B;,ANSI Rating f g Medium-Duty, ADAcompliant: HPD - Heel -Proof - Material: Ductile Iron DIN Rating; Class B Weight: 14 Ibs/ft. Open Area: 33.7 in`/ff -�- ANSI Rating: Medium -Duty Application: Heel- Proof, Pedestrian Slot Width /Hole Size: 1/4 ADA Yes H -20 No FAA: No Form# FT649 Date: 10/17/11 C.N. No. 122286 Rev. N Page 24 of 33 ZURN INDUSTRIES LLC ♦ SPECIFICAnO N DRAINAGE OPERATI ON ♦ 1801 P tt br Av ♦ Ere , PA 16514 Phone: 814W550921 . Fax: 814W54 -7929 + World Wide Web m.com In cared.: ZURN INDUSTRIES LIMITED ♦ 3544 Nashua Drive ♦ NTississauga Ontario.L4V1L2 ♦ Phone: 905WOS-8272 Fax: 905W05-1292 ZURN. Z887-24-HD SPECIFICATION SHEET _,,,�,, 23 1/4 [591] WIDE REVEAL x 24-5/8 [625] LONG TAG CATCH BASIN WITH HEAVY DUTY FRAME Dimensional Data Inches and.[mml) are Subject to Manufacturing tolerances and Change Without Notice SPECIFYING • ENGINEER IS - RESPONSIBLE FOR CONCRETE' ENCASEMENT AND REINFORCING BASED UPON APPLICATION AND LOCAL CODES .. 282 (114 } -- 1 z22 [572] 4 [102] MIN. -"I - 24 [625]} r14- [44]23 [591'x.1 J 24 1: T fi10:i i 4 [102] -} NOTE: I A ength is 103141527 4l ENGINEERING SPECIFICATION Zurn Z887- 24- HDC3tch Basin shall be731/4[591] wide reveal x 24- 5/8[625] long and 24 [6101 deep. :Catch basin shall be made of 0% water absorbent High Density Polyethylene (HDPE) Shell mechanically lock into the concrete. surround. Basin shall weigh less than 20.0 Ibs.. [9:1 kg]. Catch basin shall have rebar clips standard to secure basin in its final location. Shall be provided w tth standard D GC grates that lock down to frame. Zurn 22 -1/4 [5651 wide reveal Ductile Iron :Slotted Grate Conforming to ASTM specification A536 -84. Grade 80- 55 -06, Ductile Iron grate is rated class C perthe DIN EN1433 top load classifications Supplied in 24. (6081 nominal: lengths with 11/32 [91 wide slots and I -1/2 (38] bearing depth. Grate has an open area of 164.00 sq. in per ft. The 1/4 [6]thick Heavy -Duty Frame Assemblyconforms to either ASTM specification .A36 or A536 -84, with 4 -4 (102] long concrete anchors per basin. The frame is supplied with a powder coated finish All welds must be performed, by a certified welder per ASTM standard AWS D1.1. Frames Shall be. produced in the U:S.A. PREFIX OPTIONS (Check /specify appropriate options) _Z High Density Polyethylene (HDPE) Catch Basin with Heavy -Duty Frame* SUFFIX OPTIONS (Check /specify appropriate options) Adaoters -EXU3 3 [76] No -Hub End/Bottom Outlet Adapter -IA Inlet Adapter (Z886) -E41U4 4 [102] No -Hub End/Bottom Outlet Adapter _ -IA Inlet Adapter (Z882) -E6 1U6 6[1521 No-Hut) End /Bottom Outlet Adapter .:Grate Options !Load Classifications are ner nIA FN14331 Miscella gam;$ Ootipn�- -BDC Black Acid Resistant.Epoxy:Coated Ddcfile Grate - Class C -EXT 12 [3051 Body Extension -BDE Black Acid Resistant Ductile Grate.- Class E -Y Sediment Bucket -DCC Ductile Iron Solid Cover - Class -DGC Ductile Iron Slotted Grate - ClassC -DGF Ductile Iron :Slotted Grate - ClassF -GDC Galvanized Ductile; Slotted Grate - Class.0 _ -GDE Galvanized Ductile. Grate: -Class E -GDF Galvanized Ductile Grate - Class F -GG' Fiberglass Grate - Class A MADE in the U.S.A. (Load Classifications are par DIN EN1433). -FG Galvanized Steel Slotted Grate - Class A -F3 Stainless Steel Slotted Grate - Class A -PG Galvanized Perforated Grate = Class A -PS Stainless Steel Perforated Grate - Class :A -RFG Reinforced. Galvanized Steel Slotted Grate - -Class B -RFS Reinforced Stainless Steel Slotted Grate- Class 0 -� -RPG Reinforced Galvanized. Perforated Grate - Class B REV. A DATE: 5/.6/11 C.N. NO. 121299 _ -RPS Reinforced Stainless Steel Perforated Grate - Class B 'REGULARLY FURNISHED UNLESS OTHERWISESPECIFIED` DWG.. NO. 304903 PRODUCTNO :. Z887.24 -HD LURN INDUSTRIES, LLC ♦ :♦. Pittsburgh a. ♦ na• P 6514 Phone: 814W55 -0921 + Fax: 814WS47929 ♦. World Wide Web: www.zum.com In Canada: ZURN INDUSTRIES LIMITED ♦ 3544. Nashua Drive.♦ Mississauga, Oil L4V1L2 4: Phone: 9051405-8272 Fax: 905W05-.1292 D LO W V Z V' 0 CC) 0 � M M n/ y' ♦I W Il li W 4-) . �4 1� •. 1^N W. 1..1 UD O O �4 0 Z Q� . I"I � W 'I"1 CC.. 1W T O W in^ LIJ qt u MJ 00 O t. M '� 00 rn � v/ 0 /''4 p -4 iii, p LT H 0 L BRIAN C. MITCHELL L ic, No, 035724 05123112 S 0 NA L N S E 0 U) U) V V �1 q � � REVISIONS DATE ITEM 0211,3172 PER COMMEN TS DATE 09/12/11 SCALE N. T. S. (PROJECT MANAGER BRIAN C. MITCHELL, P. E. CHECKED B7__�) PROD. # 20110240 SHEET # C -2 FRAME & COVER DEGREE BEND DIMENSIONS SEE FIG. S- -D, E) TEE AND PLUGS SEWER SERVICE LATERAL CONNECTION NOTES: 1 OF 1. WHERE A SE'W'ER SERVICE LATERAL C'_INNECTS 7f) A MANHOLE OR 1' -8 ARID NU INVERT ELEVATION FOR THE SERVICE LATERAL IS STREET SURFACE (FEET,) INDICATED THE TOP (CRO'W'N) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0_2' HIGHER THAN THE NON - PAVED AREA SLOPED AREA { � TOP (CRi VN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. '2. 1 U" MAX _ TAPPED INTO AN EXISTING SEWER MAIN _HALL SEWER LATERALS SHALL BE CONNECTED USING A PIPE SADDLE. ��`y L 3. MINIMUM. GRACE FOR SEWER SERVICE CONNE'CTICIN SHALL BE 2% 2 U t 3400 PSI CONC. BASE (1/4' PER FOOT ? �� (> BENCH SLOPED TO FLOW 4. ALL SEVER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER �' MIN RUBBER COATED STEEL \1 b' STEPS CAST IN PLACE Y 3' -0" MIN PRECAST REINFORCED -- CHANNEL 1/4' V MIN d' {.` .t E - v OF 4`. S ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. CONCRETE SECTIONS 12' MIN MAX "0" << "0" RING SEALS /� 'r � �' f .F- `� 'ti LT TREATED SALT Idi .16' MINIMUM ELEVATION � � DIFFERENCE ACROSS rv1.H 4' -0" 5' y, BRANCH 12' - w + _ FINISHED GROUtJCr 2 x 4 MARKER FROM INLET TO OUTLET r y �, G.15 SHALL BE 0,20 FEET. yf f 2.50 DEPTH OF FLOW CONCRET VARIES FILLETS CHANNEL TO 3 E �, ,; -- 2, 22 1/2 3/4 DIAMETER 2.00 2.S2 CONTRIBUTING SERER. ; , 2 8' L PLUG END OF a'A 12' t A FILLETED INVERT 7 FL.R A �N1t.CT "� NOTE: r IJ SERVICE LATERAL MAN LI -° f SECTION TRANSITION! OF FL �: �.� 1 t Utti' BETIhEEN j ,. INLET OUTLET PIPE SHALL BE FLEXIBLE CCNNECTIO ALL CONNECTIONS TO 45 O D PROVIDED. MIN. 6' BEDDING WITH STAINLESS STEEL BAND EXISTING MANHOLES SHALL I 1 NOTE W/ NO, 68 STONE w BE CORED AND A FLEXIBLE - I, BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE - r `J CONDITIONS, SPECIFICALLY DETERMINED BY THE CONSULTANT FC7f�lE SOIL CCNDITItNS. � CONNECTION N BOOT INSTALLED - 3.16 ,O r-- 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE Dishwasher - 1/2" Connection 4 EXTENDED OR rJ.?N - EXTENDED BASES, Y-0 IN LINE WYE-TEE O '1 � SEALED & GROUTED 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED TYPICAL MANHOLE PLAN PLAN INSIDE AND OUT, X Water Main Size: 8" TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN - VARIES SHOWING BRANCH TIE-IN 1.66 e 2.69 NTS SEWER SERVICE. LATERAL CONNECTION N,T.S 2.66 0.32 FIG, S -I -A FIG. S -I - B N.T.S. 2.16 2,67 FIG. S - 2 TD -21 TD -23 PRECAST CONCRETE MANHOLE BASES SHALL BE FABIRICATED IN ACCORDANCE � E WTH PART V. 5ECT10N G OF THESE SPECIFICATIONS., E V r W am tnq W o S E °w aU ru rva E SET DOGHOUSE BASE • -+ �• EXISTING SANITARY N va v ON CONCRETE BLOCKS SEWER PIPE '�Ij DOGHOUSE OPENING SHALL >< MIN. 12" CLEARANCE BE PREFORMED BY _ BETV,EEN EXISTING PIPE N,Y } MANUFACTURER OR AND STONE BEDDING o SAW CUT TO FIT PIPE OUTSIDE DIAMATER 'c E 5ry PLUS 6', of �T3 n to ° In 12' THICK WOT c3 N No. 68 STONE BEDDING B "1m "IC1fi" AND 4%8"06" � ' L SOLID CONCRETE BLOCKS CENTER w/RISER DOGHOUSE MANHOLE BASE E 4 . WALL (4 EACH) f 14- o IIII II tI II III II1111111111IIIIIIIIII II II1111111111 1111111 111111111111II IIIII IIIII III11111111111111111IIIII III 111111 III m E FILL DOGHOUSE OPENING E AROUND E E MANHOLE ABOVE BASE SHALL N �� ^ 1+' h �E BE CONSTRUCTED AS SHOWN WTH 3,000 EXISTING CONCRETE v u ON FIGURE 5 -1 -A OR NON - SHRINKING GROUT E °n~ E �� J E u Om ALLOW CONCRETE TO FLOW A MIN. WRAP EXISnNG PIPE WTH 1' -D" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING - NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1:2' MIN. CAST -IN PLACE 31000 PSI CONCRETE BASE s C s - CTIDN VIFw o FOUNDATION 5F E E i5 E < E UNDATION a °O E E ,,,, ,,,,,,, m _ � N i w Ld NOTES: N u Nu 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TD ALLOW FLOW TO THE EXISTING PIPE. O 2. POUR A SHELF TO THE LOWER HAALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6° OF THE MANHOLE MALLS AFTER TFHE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANIHOLE BASE TYPICAL MANHOLE FRAME & COVER SHOWING "DOGHOU'SE11 INSTALLATION N.T_S N.TLS FIG S-r-D FIG. 5; -1 -Al TD -25 LINK -SEAL 18" MIN, (E) 1 -3 (B) IL12' CLEARANCE (A) (C) (F) O REINFORCED CONCRETE 12 MIN, IF POURED IN PLACE MINIMUM WALL THICK- G EXT, COATING NESS MUST BE 6" w/ 3/4" RESARS) 12" MIN. PLAN D YOKE A)) OUTSIDE STEM AN K GATE VALVE A + G 4" - 90' BEND (( (B) DOUBLE CHECK VALVE ASSEMBLY H3 JD -2AL 4' X 4' BILCO DOOR, OR AS (C) OUTSIDE STEM AND YOKE GATE VALVE MANUFACTURED BY VA. SPRINKLER COMPANY, EK (D) 2 1/2" THREADED N.S.T. SIAMESE OR APPROVED EQUAL. P A PROBLEM OR CONNECTION FOR FIRE DEPARTMENT (I) SUM WHERE WATER TABLE S 0 W /AUTOMATIC BALL DRIP GRAVITY DRAIN WHERE WATER TABLE IS NOT • (E) REQUIRED (MAIN LINE SIZE) " X 4" ** A PROBLEM. • (F) 4" CHECK VALVE (J) BYPASS LINE W /DETECTOR METER & BACKFLOW PREVENTER *WHERE A TYPICAL 3" FIRE LINE DOES NOT REQUIRE A SIAMESE CONNECTION, (D) ITEMS 0 THRU G DO NOT APPLY. TTRANGE 1$ "- 4$ P OF GROUND H CONCRETE VAULT POURED IN PLACE OR PRECAST T LJ 10" MIN. 16 "+ I FULLY OPENED (SEE PART V FOR -L- �J LIST OF APPROVED EXTERIOR U MANUFACTURERS), MASTIC OR BITUMINOUS (A) 1 (C) COATING 3.5' MIN. LJ (B) LINK -SEAL CLEARANCE 12 SUPPORTS // MIN. ** BLOWUP DETAIL A\ ELEVATION POURED IN PLACE CONCRETE SEE SHT, 3 OF 3 / PIPE SADDLES OR METAL PIPE STANDS COATED WITH FOR ADDITIONAL INFORMATION ON REVIEW, DESIGN AND RUST RETARDANT COATING. CONSTRUCTION, SEE PART IV, & PART V OF THE SPECIFICATIONS. DOUBLE CHECK ASSEMBLY AND VAULT TO -27 EMBEDMEN' SPRING LINE OF PIPE NO. 68 STONE [COVER UFT NOTCH 12 3/8" WATER CAST IRON LID 16' METER BOX 6' EXTENSION rp, IPE SLOT PLACES) NOTES: (1) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5' IN ANY DIMENSION - LNTIAL BACKFILL' (6' LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER - HAUNCHING - BEDDING 6" max 4' min - FOUNDATION (SHALL BE REQUIRED WHEN SOIL. „- CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE ACKFILLED ENTIRELY WI O B TH NO. <IA STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO, 68 STONE SHALL. BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6' BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NTS FIG. S-3 TYPICAL METER BOXES 5%8 " -1" METERS NTS FIG, W -7 TD-10 scar CgCafR � \ \ \° TEE eAa... SWEATED Pa FII G. DUAL SERVICE: _CST C+}PRER SINGLE SERVICE Ip3 E: 1) . SADp:ES SHML BE USED ON Pi't PrFE. I- C1AI1 RE55x % 3,1 a' "LE VfPE COLIW:aa: OR APPROVED EgLW FEM U5E 0t4 Alr ckE SiN•EE FAMILY RESIDENTIAL SERVICES OR WAL RESIDENTIAL ANA IRRODA7XX4 SERVICES. V CCAIFRESSf % 3/4' HALE FIRE C4CflL OR APRROVm E 0AL FOUR (,5E c44 UTACHED slat RAWLY RESIDENTAL SERVICE WHERE AN IARISATFON NEVER IS !">T PR {r,'IDED. CA5T Al LID PRASf{EU 5-M ro• -ts lCC.KWP2>. AfEFER EAu YLLVE ROA I PSLUT EY 3e L,N CoPPE'RSE,T£R I I 17.5 RENO C'ENaL1K� ,1= REyWREDj p. ,VE TER U', a AS NECESSARY CCRPKW no I s-1 TYPICAL SERVICI£ LATERAL INSTALLATION NTS TD-22 �� a FIG. W a jPLAC L s' GAIL A%ED ,vnNess ' oSi wITH CAPPED E I NDS fAINfED BLUI IN RE�OFE AREAS I AS DIRLCTED.. MARKER LOCATION MAY 'E SUBJEC '7 TO HIGHWAY ID FPARIMF.M APPROVAL. FINISHED GRAIDE l _ Il _ A1D.JUSTABLE VALVE BOX W/ LID I _ I I z r 1 Z A_' Vjt G, TE VALVE - .__ ----- .- T WATER LINE d I G 6 f 1 I O P,SJ, CONCRETE 2'x 2' SEARINGAREA, THRUST BLOC NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCI -IFS AP,OVt GRA TYPICAL GATE VALVE NTS FIC, W 5 TD -9 NOTE. HYDRANT MUST BE EQJIPPED WITH CHARLOTTES- VILLE THREADS 'WHICH IS '3 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 1_ 6 MIN 2 TO 10 7 CU. FT. 18' VALVE 8O #68 STON 33 IN c'�6- GATE VALVE 81 x 61 TEE 1500 Pcl CONr RET -- BASE A1JD THRUST BLOCK AGAINST UFID157URBED STABLE SOIL STEEL PILE 3/4.' THREADED RODS TO WHEN THE SOIL IS DISTURBED OR 'A'HE. MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL ANCHOR RODS SHALL BE GALVANIZED THE VALVE TL l THE HYDR ANT WITH i- 3 { '4' OR ASPHALT COATED THREADED RODS IN AUDITION TO POURING CONCRETE. IF NECESSARY, A. STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT I INCLUDING CATCHES J 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 'VALVE BOX. a TH E GA T E VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE CITCH, 5. FIRE H'4DRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET ,AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLE'' DETAIL N.T.S. FIG. W -4 TD -7 4C' , max L 2 -- - -; PLU I 1 l FOR ALL BENDS FOR TEE OR WYE WIDEN TREW ACCOMMODA ANCHOR IF REQUIRED. ING A. JIRED ~� SECTION 1 - 1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 324 InINa INITIAL BACKFIL k a 24 MIN s• MIN MIN ` s 6" BEDDING 468 STONE STABLE 501E ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T' REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER-CUT CONDITION UNSTABI Sol L 3 �S J 1 ITTI NG S SECTION 2 - 2 PIPE DEGREE BEND DIMENSIONS VO L. TEE AND PLUGS VOL,��. SIZE OF ASPHALT SURFACE -SEE PAVEMENT (FEET) 1' -8 CU.YD. - FOR BENDS 10" D THROUGH 12" (FEET,) ON ALL PIPE 512E5 CU. I'D III BEND ADJACENT TO BELLS. H_ T - FOR 10" BEND USE 3 STRAPS L 1 1/4- - 111 -- -- --- 90 5G 2,.50 3:01 0.24 PAVED AREAS IS TO BE 4 BARS 0 12" ON CENTER 4' -3- 4' & 6" 45 2.01 r .25 2.60 G.15 2.00 2.25 2.50 0.15 I 4 ' e 22 1/2 1.50 2.00 2.S2 0. 0 , 2 8' 1' -0 2'-W 1 1/4' IS PROPERLY COMPACTED. 11 1/4 1.50 2.00 2.50 0.10 3'-r 2" FIRE HYDRANTS AND SPACING: - Tank Type MATERIAL IS APPROVED 90 3,66 3.16 3.21 0.48 Intemational Fire code Method of Calculating the NFF (Needed Fire Flow) Dishwasher - 1/2" Connection 4 X Y-0 45 2.66 2.66 2.77 0.26 X Water Main Size: 8" Engineer: Townes Site Engineering, P.C. Date: 25- Jan -12 Project number: 20110240 $„ 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 x 11 1/4 1.66 2.16 2,67 0.13 a -9. 21 Pressure Hydrant: 10960 Flow Hydrant ID #3: Type of Use: Car Dealership 90 4.$3 3 3.42 G.83 T e of Construction - Based on 2000 Edition of the Intemational Building YP 9 Code 45 3.33 8 L3. 2.95 0.4? 3.$3 4.00 2.83 OS2 7--3' 22 1/2 2.33 8 2.86 0.24 Flow Hydrant ID #1, 10959 11 1 /4 1 83 3 2,84 0.18 Test Flow #1 (gpm): 1089 Looped or Not: Multiple Hydrants Flown (Looped System) 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAP) SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SITE I ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG. 'V- 3 U -U TD -3 INITIAL BACKFIL aIMN a• g• MIN MIN #66 STONE JLAR FILL AS 7 ROVED BY ACSA L :¢ a �i,sG:A�f STABLE SOIL OP, ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2.NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. S.B ELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. VV- 2 r� TD -2 - I Sid= View - - - 3' Minimum -- -- d.Q. d CertITlC atlgfl of 9.5S6 1I II. compaction required 4 p I I- 1I 9; a-. Galvanized Steel Beam, W12 x 14 (min. size) a 3' min. penetration into undlsturbe I 4S ' sail , or as approved by the a ACSA. TYPICAL THRUST BLOCK IN FILL AREA - FOR BENDS 8" & SMALLER SIZE A USE STRAP ON BEND YIITH C D ANCHOR BOLT ON CENTER LINE F ASPHALT SURFACE -SEE PAVEMENT OF BEND- 1' -8 USE BRACING STRAPS - FOR BENDS 10" D THROUGH 12" ,' -2 ON ALL PIPE 512E5 USE 2 STRAPS ON BENDS III 8• ADJACENT TO BELLS. S -0 2' -B7 - FOR 10" BEND USE 3 STRAPS 3 -a• 1 1/4- y AS SHORN. 35 -III COUNTY FORCE MAIN & BACKFILL DETAIL PAVED AREAS IS TO BE 4 BARS 0 12" ON CENTER 3 - 4' -3- 3' -°• FOR 12 BENDS & LARGER 3 -B- 2- - 18• S -a^ B 3-3 5- 0 4 ' e 2 1 2" / CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WTH 2 COATS OF BITUMINOUS PAINT. BEND SIZE A B C D E F ASPHALT SURFACE -SEE PAVEMENT 4- - G' 1' -8 2' -3. 2' -B- ,' -2 2' -°• 1 1/4' III 8• r -3 S -0 2' -B7 1' -a 3 -a• 1 1/4- 4" C6" IN R ❑CK - 35 -III COUNTY FORCE MAIN & BACKFILL DETAIL PAVED AREAS IS TO BE 1Y 3 - 4' -3- 3' -°• 2' -3 3 -B- 2- I' 18• S -a^ S -a" 3-3 5- 0 4 ' e 2 1 2" / MATERIAL UNLESS 4- - 9• Y- J• -fl , 2 8' 1' -0 2'-W 1 1/4' IS PROPERLY COMPACTED. Ar 3' 4'- 3.2' -a" e-8 3'-r 2" FIRE HYDRANTS AND SPACING: - Tank Type MATERIAL IS APPROVED X III 15 III Intemational Fire code Method of Calculating the NFF (Needed Fire Flow) Dishwasher - 1/2" Connection 4 X Y-0 S--a 4' -3 2- Project Name: SDP201100060: Colonial Nissan -Major Site Plan Amendment fe- X Water Main Size: 8" Engineer: Townes Site Engineering, P.C. Date: 25- Jan -12 Project number: 20110240 AND IS TO BE TAMPED TO 95% THECRETICAL Washing Machine - 1/2" Connection - TRENCH BEDDING & BACKFILL DETAIL Location: Myers Dr Business Colonial Nissan DENSITY. 3/4" Connection III III 0 0 0 0 x 8• S- s' -B 3' -D• S -5 a -9. 21 Pressure Hydrant: 10960 Flow Hydrant ID #3: Type of Use: Car Dealership SIGNATURE: P.E. (SIGNATURE REQUIRED) r� Hose Connection (Wash Down) - 1/2" - 3/4" 6 10 NO SCALE Static Pressure: 63 Test'Flow #3 (gpm). T e of Construction - Based on 2000 Edition of the Intemational Building YP 9 Code _ Residual Pressure: 54 Pitot Pressure #3: Reference: 2000 Edition Intemational Fire Code, Appendix B, C, and D; Code of Chesterfield (1997) -9' B'- 7--3' 2 Ile CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NU 1 4• THICK LATE HT'S; N 3 4" ANCHOR :NDS &V I CONCRETE CLASS "B" R , C� SEC11ON NOTE BOLTTD OHOOK OOSCHOR BSS O ACE CENTER F BLCK, CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N. T. S. FIG. W -3A TD -4 ASPHALT SURFACE -SEE PAVEMENT DETAIL TRENCH BACKFILL - III - III -I METERIAL BENEATH = III -III -I PAVED VD❑TTY AREAS BE PEI SELECT 1 ^� MATERIAL UNLESS I I I -I I I-I I I 1 SUITABLE LOCAL - III -III -I MATERIAL IS APPROVED III - III -I BYT HE CITY ENGINEER AND IS TO BE TAMPED TO 95% THECRETICAL III IIIII DENSITY, MIN, 0,1'- 00 000 0 °0 °00 00 0 0 0 0 0 TRENCH WIDTH 4' (6" IN ROCK) PER CITY SPECIFICATIONS (MINIMUM TRENCH WIDTH TO NOTE, CONTRACTOR MUST SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE, TRENCH BEDDING & BACKFILL DETAIL ''' (FOR WATERLINE BENEATH PAVEMENT AREAS) X TD -s NO SCALE MIN, 0.1' o0 00000 °0 °0 ASPHALT SURFACE -SEE PAVEMENT DETAIL 3 TRENCH BACKFILL - - III TRENCH III - 3/4" Connection sE� '" y +' PressurelI Brant: 10960 ' X COMPACTION PER METERIAL BENEATH PIPE. 4" C6" IN R ❑CK - 35 -III COUNTY FORCE MAIN & BACKFILL DETAIL PAVED AREAS IS TO BE SPECIFICATIONS IIII I _ I *A > Flow Hydrant ID #2; 11004 'III( " I m N- - - - SPECIFICATIONS VDOT TYPE I SELECT I' - Trough (2 Ft. Unit) I II I I I' (FOR SEWER LINE BENEATH PAVEMENT AREAS) MATERIAL UNLESS SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL 4 x 6 = 24 NO SCALE IS PROPERLY COMPACTED. FIRE HYDRANT FLOW TEST RLPOR7 SUITABLE LOCAL _ - III -III -I ESPECIALLY ECI LLY UNDER THE FIRE HYDRANTS AND SPACING: - Tank Type MATERIAL IS APPROVED X III 15 III Intemational Fire code Method of Calculating the NFF (Needed Fire Flow) Dishwasher - 1/2" Connection 4 X BYT HE CITY ENGINEER 4 Date ,St Time: 2/172012, Wednesday,, 11,00 - Project Name: SDP201100060: Colonial Nissan -Major Site Plan Amendment -I X Water Main Size: 8" Engineer: Townes Site Engineering, P.C. Date: 25- Jan -12 Project number: 20110240 AND IS TO BE TAMPED TO 95% THECRETICAL Washing Machine - 1/2" Connection - TRENCH BEDDING & BACKFILL DETAIL Location: Myers Dr Business Colonial Nissan DENSITY. 3/4" Connection III III 0 0 0 0 x - - - -- ''' Shower Head (Shower Only)' 4 X TD -s MIN, 0.1' o0 00000 °0 °0 Automatic Sprinklers (Yes X No Reduction Factor 75% max 75 %x(NFF) 3000 = 750 GPM Dater 2/1/2012 "All 3 X - TRENCH WIDTH - 3/4" Connection sE� '" y +' PressurelI Brant: 10960 ' X = " PIPE. 4" C6" IN R ❑CK PER CITY 35 Ai r vie nt Flow Hydrant ID #1: 10959 FORCE MAIN & BACKFILL DETAIL NOTE: MINIMUM REQUIRED FIRE FLOW NOT LESS THAN 1500 GPM TOTAL GPM: 1500 SPECIFICATIONS 12 x *A > Flow Hydrant ID #2; 11004 'III( " I m N- - - - 24 AT MINIMUM 20 PSI RESIDUAL PRESSURE - Trough (2 Ft. Unit) (MINIMUM TRENCH WIDTH TO NOTE, CONTRACTOR MUST ISa Spotnap Roan Charlottesvllte VA 22911 .(434.) 977 -45t1 Flow Hydrant ID #3: = (FOR SEWER LINE BENEATH PAVEMENT AREAS) SUPPORT TRENCH BOX) ENSURE THAT THE BACKFILL 4 x 6 = 24 NO SCALE IS PROPERLY COMPACTED. FIRE HYDRANT FLOW TEST RLPOR7 Elf@ FLOW ESt18rT18te FOrtil _ DOMESTIC METER SIZJNG FORM ESPECIALLY ECI LLY UNDER THE FIRE HYDRANTS AND SPACING: - Tank Type 3 X 5 = 15 HAUNCHES OF THE PIPE. Intemational Fire code Method of Calculating the NFF (Needed Fire Flow) Dishwasher - 1/2" Connection 4 X 1 = 4 Date ,St Time: 2/172012, Wednesday,, 11,00 Project Name: SDP201100060: Colonial Nissan -Major Site Plan Amendment 10 X Water Main Size: 8" Engineer: Townes Site Engineering, P.C. Date: 25- Jan -12 Project number: 20110240 AVERAGE SPACING BETWEEN FIRE HYDRANTS (IFC Table C105.1) 500 Washing Machine - 1/2" Connection 5 TRENCH BEDDING & BACKFILL DETAIL Location: Myers Dr Business Colonial Nissan 3/4" Connection 12 x - - - -- Project Name and Address: Nissan Building Calc B MWS 1 9 Y ddres � ' Building Address. 100 Myers Drive I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT. - 1" Connection 25 (FOR STORM SEWER PIPE BENEATH PAVEMENT AREAS) Pressure Hydrant: 10960 Flow Hydrant ID #3: Type of Use: Car Dealership SIGNATURE: P.E. (SIGNATURE REQUIRED) r� Hose Connection (Wash Down) - 1/2" - 3/4" 6 10 NO SCALE Static Pressure: 63 Test'Flow #3 (gpm). T e of Construction - Based on 2000 Edition of the Intemational Building YP 9 Code _ Residual Pressure: 54 Pitot Pressure #3: Reference: 2000 Edition Intemational Fire Code, Appendix B, C, and D; Code of Chesterfield (1997) ASPHALT SURFACE -SEE PAVEMENT DETAIL Oriface Shape 43: Smooth Construction Type IIB Sections 10 -1, 10-3, and 10 -7 as amended and adopted on 10/08/03 by Chesterfield County Board of Supervisors _ Flow Hydrant ID #1, 10959 Matximum Demand 42 GPM Test Flow #1 (gpm): 1089 Looped or Not: Multiple Hydrants Flown (Looped System) Number of Stories: 1 Fixture Value No.. of Fixture This drawing and the design shown is Signature: Pitot Pressure #1: 42 Minutes of Flaw: 5 Fixture 35 psi ' ; ure Fix t s Value - I -III - -III - -I Total Flow During Test > 3nt 2151 Oriface Shape #1: Smooth g (61 ): Total Ground Floor Area - Including Projects (Canopies, Loading Docks, Etc): 20395 _ _ 1' III - - III _ -I I I 1' Estimated Consumption (gal): 10756 p (g') Bathtub 8 x - written consent is prohibited and I- III -III VDOT #57 Flow Hydrant ID #2: 11004 AWWA Q20 Calculation ( gpm): Insufficient Pressure -Drop For Calculation Total Area of Other Floorrs Including basements Bedpan Wahers p 10 - x - TOP OF PIPE III - - - III - - -III -I STONE Test Flow #2 (gpm): IU62 - - _ _ Pitot Pressure 42: 40 Comments: Entered by PF . Total Building Area in Sgluare Feet 20395 Combination Sink and Tray - Dental Unit 3 - 1 x = x = DIAMETER Oriface Shape #2: Smooth FIRE AREA CONSIDERED: Dental Lavatory ry 2 x OF PIPE \ �W Townes Site Engineering Dunking Fountain - Cooler 1 X = Signature of Tester: t tt �G ,a.L J- ..'._- Note: In order to apply the reduction In area for a building, a fire resistive rated FIRE WALL without openings - Public 2 X = v o v o shall be provided. WITHOUT OPENINGS refers to no penetrations being permitted (I,e, - doors, duct Kitchen Sink - 1/2" Connection 3 X 1 = 3 VI TRENCH WIDTH (All tests conducted using 2.5 discharge outlet, unless otherwise specified) penetrations, pipe penetrations. (6 104.1) -3/4" Connection 7 x = REPLACE THE TYPE I 4° (6'J PER CITY Opening Caefficients:.Slnooth = 1; Square = 0.88; Raised Square = 0.77; Open End Pipe= 11 Fire Resistive Rating of FIRE WALL 0 (Hours) Lavatory - 3/8 Connection 2 - X - SELECT MATERIAL WITH 21B IN ROCK) AGGREGATE BASE MATERIAL S P F ECI ICATIDNS (pitot psi to flow rate conversion using Pollard Water flowtest chal•tcalculator: httpalwww.pollardwater.cam /pdf /pdf web-manuals /Flow Chart.pdD Area in Square Feet Between FIRE WALL on Either Side 20395 - 1/2" Connection on 4 x = TAMPED TO 95% MAX, (MINIMUM TRENCH WIDTH T❑ Required Fire Flow from Intemational Fire Code - Table B105.1 3000 N Laundry Tray - 1/2 Connection 3 _ x - THECRETICAL DENSITY. SUPPORT TRENCH BOX) NOTE, CONTRACTOR MUST Fire Flow Duration in Hours from Intemational Fire Code - Table 8105.1 3 hours - 3/4" Connection 7 x - NOTE, SEWER LINE EXCAVATED TO ENSURE THAT THE BACKFILL I Utibb- tr cf res,.lot Ii-, II app rte mn i.Ied on is map ' O 25 I,,, tnte d d Ior geneial Iayoota d refe c loc,ton only, This p tout ® of int d d f any other e than fo p m -y pl g and ger oral it` location p '➢ s . The tllrt es shown on this map a believed to be I accurate ho ever, recent ublmj mpro ents andlor system changes I E may have been updated n our mapping s - the time of this pnntout. I ' Contact ACSA directly for sp.ik utility I-fi ns. w ? Aerial Imagery C 2007 Commonwealth of V rginia Parcel Info ti- Property of County of Albemarle NEEDED FIRE FLOW: (Based on Total Adjusted Square Foot Area) Shower Head (Shower Only)' 4 X ° DEPTHS IN EXCESS OF 14 FEET IS PROPERLY COMPACTED. SHALL HAVE STONE BEDDING AND ESPECIALLY UNDER THE Automatic Sprinklers (Yes X No Reduction Factor 75% max 75 %x(NFF) 3000 = 750 GPM Service Sink'- 1/2" connection 3 X - BACKFILL MATERIAL TO A MINIMUM HAUNCHES OF THE PIPE, OF 12 INCHES ABOVE THE TOP OF - 3/4" Connection 7 X = " PIPE. Urinal - Pedestal Flush Valva 35 x FORCE MAIN & BACKFILL DETAIL NOTE: MINIMUM REQUIRED FIRE FLOW NOT LESS THAN 1500 GPM TOTAL GPM: 1500 -Wall Flush Valve 12 x 2 = 24 AT MINIMUM 20 PSI RESIDUAL PRESSURE - Trough (2 Ft. Unit) 2 X = (FOR SEWER LINE BENEATH PAVEMENT AREAS) Wash Sink (Each Set of Faucets) 4 x 6 = 24 NO SCALE Water Closet - Flush Valve 35 X = FIRE HYDRANTS AND SPACING: - Tank Type 3 X 5 = 15 REQUIRED MINIMUM NUMBER OF FIRE HYDRANTS (IFC Table C105.1) 1 Dishwasher - 1/2" Connection 4 X 1 = 4 _ 3/4" Connection 10 X AVERAGE SPACING BETWEEN FIRE HYDRANTS (IFC Table C105.1) 500 Washing Machine - 1/2" Connection 5 x - 3/4" Connection 12 x I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT. - 1" Connection 25 x _ SIGNATURE: P.E. (SIGNATURE REQUIRED) r� Hose Connection (Wash Down) - 1/2" - 3/4" 6 10 x X 3 = 18 _ Reference: 2000 Edition Intemational Fire Code, Appendix B, C, and D; Code of Chesterfield (1997) Combined Fixture Walue Total 88 Sections 10 -1, 10-3, and 10 -7 as amended and adopted on 10/08/03 by Chesterfield County Board of Supervisors _ Matximum Demand 42 GPM Meier Size in inches 1" W.M. I certify that the above information is true and correct. This drawing and the design shown is Signature: the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal �kaction. © 2011 \ �W Townes Site Engineering 0 LO Z CO 0 MO 0 W CO (D W 4-)� Z b° co 0 (� 0 0 Z � 0.� ^�\ J" W 0 W W -� LO V ' co 0 Cy) 9 n4n T H pF � BRIAN C. M9TCHELL L.1c, No, 035724 05/23/9 2 Q o�FSS /ONAL O VJ QQ q qo � Q4 w Q N nPI• V1A5L UIVAS• DATE ITEM 0211,3112 PER COMMEN TS 04127172 PER COMMEN TS DATE 09/12/11 SCALE N. T. S. PROJECT MANAGER BRIAN C. MITCHELL, P. E, CHECKED BY PROD. # 20110240 SHEET # C -3 s 0 P. M 7 0 N LEGEND M WA TER VAL VE BEARING EASEMENTS /AGREEMENTS THAT MAY AFFECT SUBJECT PROPERTY. EASEMENTS /AGREEMENTS THAT DO NOT AFFECT SUBJECT PROPERT AO = APPROXIMATE LOCATION OF \ = 30' SEWER AND - WATER LINE EASEMENT - JO /NT ACCESS EASEMENT D.B. 656, PG, 309 WATERLINE MANHOLE VEPCO EASEMENT GAS METER WATER EASEMENT D.B. 601, PG. 251 - CERTIFICATE OF PLAT LIGHT POLE D.B. 1236, PG. 457 GUY POLE D.B. 904, PG. 627 - VIRGINIA PUBLIC SERVICE COMPANY EASEMENT D.B. 1005, PG. 224 TELEPHONE PEDESTAL CENTRAL TELEPHONE O = 60' INGRESS /EGRESS D.B. 211, PG. 31 - VEPCO EASEMENT - STORM WATER DRAINAGE EASEMENT DRAINAGE MANHOLE COMPANY EASEMENT DROP INLET GRATE AND UTILITY D, B. 364, PG. 300 D.B. 1028, 133 FIBER OPTIC MARKER D.B. 1241, PG. 624 HEA T PUMP EASEMENT - VIRGINIA TELEPHONE AND TELEGRAPH COMPANY - TELEPHONE EASEMENT BO = APPROXIMATE LOCATION OF NO PARKING ZONE D.B. 904, PG. 627 D.B. 365, PG 183 D. B. 1028, PG. 607 VEPCO EASEMENT OM = APPROXIMATE LOCATION - WATER AND SEWER AGREEMENT - SANITARY SEWER AND WATER EASEMENT D,B, 1236, PG. 447 OF 15' VEPCO EASEMENT D.B. 645, PG. 195 D.B. 1051, PG. 213 - SANITARY SEWER AND WATER EASEMENT CENTRAL TELEPHONE D.B. 957, PG. 327 D.B. 1067, PG. 396 ENT COMPANY EASEMENT D.B. 1241, PG. EN \N = APPROXIMATE LOCATION - VEPCO EASEMENT OF 30' VEPCO EASEMENT D.B. 1072, PG. 548 \ = DRAINAGE EASEMENT D.B. 1245, PG. 613 - CERTIFICATE O P D. B. 1329, PG. 76 O.B. 1132, PG 155 O - APPROXIMATE LOCATION 0 = APPROX /MATE CENTERLINE OF - CERTIFICATE OF PLAT LOCATION PG. 127 O.B. DBORM OF VARIABLE WIDTH 15' CENTEL EASEMENT - ST WATER DRAINAGE EASEMENT WATERLINE EASEMENT D.B. 1251, PG. 623 D.B. 1140, PG. 592 D.B. 1473, PG. 696 - CERTIFICATE O = VEPCO EASEMENT = APPROXIMATE CENTERLINE 152, PG. 5J8 D.B. 414, PG. 69 LOCATION OF PRIVATE LOCATION - CERTIFICATE OF PLAT WIDTH UNKNOWN ( � ELECTRIC EASEMENT D.B. 234, PG. 564 D.B. 1164, PG. 376 _ VEPCO EASEMENT O = VEPCO EA SEMEN T D. B. 1 73, PG. 510 D.B. 416, PG. 203 - GAS LINE EASEMENT (WIDTH UNKNOWN) D.B, 1199, PG. 113 - CERTIFICATE OF PLAT © = 20' SAN /TARP D.B. 1210, PG. 165 SEWER EA SEMEN T - CENTRAL TELEPHONE COMPANY OF VIRGINIA D.B. 1270, PG. 681 D.B. 1258, PG. 338 HO = 10' TEMPORARY - VEPCO EASEMENT CONSTRUCTION EASEMENT D.B. 1259, PG. 215 D.B. 1270, PG. 381 - DRAINAGE EASEMENT O = 20' DRAINAGE EASEMENT - WATER LINE EASEMENT D.B. 1329, PG. 91 D. B 1433, PG. 755 - DECLARATION EASEMENTS ✓� = 15' DRAINAGE EASEMENT LEGE1vn. PG. D.B. 1473, PG. 547 cRmcnc scams - DEED OF DEDICATION `"L _ J D.B. 3665, PG. 198 \' \ \ \\ t - - - _ .\� \ \ \,\ \\ \ - - WATER LINE EASEMENT LEGEND M WA TER VAL VE BEARING FIRE HYDRANT D4 WATER METER o CLEANOUT Os SANITARY SEWER MANHOLE ® WATERLINE MANHOLE N GAS METER � POWER POLE -a LIGHT POLE .O GUY POLE �- SIGN TP TELEPHONE PEDESTAL ® ELECTRICAL BOX ® MAIL BOX OO DRAINAGE MANHOLE ® DROP INLET GRATE G9 # OF PARKING SPACES 0 FIBER OPTIC MARKER HP HEA T PUMP ASPHALT '' `. CONCRETE NO PARKING ZONE LINE TABLE LINE LENGTH BEARING L 1 26.11 ' N34 °19 "04 "E L2 38.70' N08 "00'36 "E L3 64.49' N23'40'09 "W L4 51.36' 575 °16'14 "W L5 13, 24' N70'11 '39 "W L 6 3.00' N74 58'36 "W L7 17,96' N1237'46 "E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT C1 55.73' 667.60' 4 °47'00" 55.72' N15 52 '25'E 27.88' C2 115.72' 74.91 " 88 30'15" 104, 55' 533'49'48 "E 72.98' GRAPHIC SCALE 50 0 25 50 100 icim--1 � � , � � � � � � � � � � � � � � !! I �� ( IN FEET ) 1 inch = 50 ft. HOLDREN", PAUL T. OR id JEAN PARCEL ID 04500- 00- 00 -094CO D.B, 1123, PG. 374 APPROXIMATE CENTERLINE ° ° ° THIS SURVEY WAS MADE FOR THE PURPOSE OF IDENTIFYING LEGAL BOUNDARIES, THIS SURVEY DOES NOT PURPORT TO IDENTIFY ENVIRONMENTAL FEATURES SUCH AS WETLANDS OR POLLUTANTS WHICH AN ENVIRONMENTAL ASSESSMENT WOULD IDENTIFY, NOTE, THIS PROPERTY IS NOT WITHIN A FEMA DEFINED FLOOD PLAIN (FLOOD ZONE X) PANEL NO, 51003C 0278 D EFFECTIVE DATES FEBRUARY 4, 2005 SURVEY COMPLETED WITH THE BENEFIT OF A TITLE REPORT CASE,, #53036 -1 AND 53036 -2 'N \� \ \\ \ \ ----- D.B. 3665, PG. 204 APPROXIMATE CEN TERLlNE LOCATION OF 20 WA TER AND✓ I �� \-, \\ \�� \ \ \`�� +I - DEED OF EASEMENT AND ASSIGNMENT SEWER EASEMENT \ \ \ \ 1 LOCATION OF 20 I 1 I I / ,r. / `��\\ \; \\�\\\\� \e \ D.B. 3665, PG. 214 D.B. 1067, PG. 396 II / \ ,� \`\�� L\ � \ \\\ ,- - WATER LINE EASEMENT WATERLINE EASEMENT D.B. 1015, PG. 362 / / \ r r t 1 ; \ /� \\ \ \ \� `� \`\ \ •�. D. 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"_- _ \\ ='-�= - - - - - - - �OF VARIABLE W/071 -1 - I r _ / // I!r I + T / GREEN, CLARENCE WILLIAM�� _ 230.27' N6474'06 "W - -- ^ DETENTION POND & �wm---:=--===--- _ - -_ - - - =�= ' / /' // J J f 1 X p' G PARCEL ID: 04500- 00- 00 -1OOBO \-_ - - - - - \ °\ -_ _ _- _ - = /// J 1 t /" / // 1 / �' f113p \f1 W.B. 123, PG. 395 \ APPROXIMATE I i, /GRADING EASEMENT -_ -_ _ - __ - - •5p 'LOCATION OF 10' I \_ - - - - - - = _ -_- - -- _ J/J / J 1 85 \_. \:� \\�(a. B. 904,_ PG. &43 - - - -- \```'�i' - -- -- - -- J 0 1 ' AUTO, LC DRAINAGE EASEMENT - - -•- -- - -- -- -- _ -- -1- - / PARCEL ID.' 04500 -00 -00 -10000 D.B. 1038, PG. 54 _ ._ - _ -- -- - - - - - - - - - - --. - -- - - - - - - - -- - t ' / 1 /l ( DlNH, TON DB, 2130, PG. 30 ` PARCEL I /D: 04500- 00 -00- IOOCO GREEN, JOHN THOMAS ESTATE ID.B. 3651, PG. 62 PARCEL /D: 04500- 00- 00 -IOOAO BEARWOOD PROPERTIES, LLC / I W,B. 109, PG. 185 AUTO, LC PARCEL ID: 04500-00-00-10500 / l PARCEL /D: 04500 -00 -00 -10100 D.B, 1870, PG. 119 ' D. B. 2130, PG. 30 )��11 APPROXIMATE CENTERLINE LOCATON OF 20' - WATERLINE EASEMENT D: B: 1015, PG. 362 1 APPROXIMATE CENTERLINE LOCATION OF VIRGINIA PUBLIC SERVICE COMPANY EASEMENT D.B. 241, PG. 18 PERMANENT DRAINAGE EASEMENT FOR ACCESS & MAINTENANCE D, B. 1297, PG. 305 GUARD RAIL 20' SANITARY SEWER EASEMENT D.B, 904, PG. 527 (n (D z G)a� �w z 111111111 (D �w OW �N 0 0 LO C\2 cc '-El- --, ` -{M,h, 0 0 C\2 CO CO N C\2 • m iii U 9 �0 ' d . r, ,, -i m > r•-I O „O 'b m + , P-4 00 r, r-4 ;-1 a) 0 -�-) .--, Lid N "t CO 4 O O L) 00 r 0 a ��p,LT H OF ''M L BRIAN C. MgTCHELL Lic, No, 035724 o0 05/2JI1Q NFFSS /ONAL r 0 U) Q REVISIONS CVATE ITEM 0217,3172 PER COMMEN TS DATE -- - ) 09/12/11 SCALE I" = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD.# 20110240 SHEET # ----), C -4 � ti Q) � ti q --I V `-4 QQ V) � C/) 6-1 -) W O Q4 N REVISIONS CVATE ITEM 0217,3172 PER COMMEN TS DATE -- - ) 09/12/11 SCALE I" = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD.# 20110240 SHEET # ----), C -4 Z �W �ui Z Z OLU 0 0 LO 1 di ° CO CO o NCO CO Q) cn b b° o�� .� co L�Itt 00 o °co 0 4 0 U) U) Q ENUTH 0-70oS BRIAN C, MgTCHELL ILic, No. 035724 05/23/12 /ONAL r � �I q 0 o W W N n� iq i C0 l� 1 167 F5 441 I REVISIONS DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 SCALE 110 = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED B7-7) PROJ.# 20110240 SHEET # l C -5 �I q 0 o W W N n� iq i C0 l� 1 167 F5 441 I REVISIONS DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 SCALE 110 = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED B7-7) PROJ.# 20110240 SHEET # l C -5 I I __ __ -" ._�. f f III I 1 I 'l .. z � .: � - ,' - , is _- . -4 / I I I 1� ,.. I I _: 1 IIIIII�III I� I IIf ! I 00 {' 1 1 1 1 1 ��I --, I I �I�ll I PARCEL 1 1 - 4 I � i { �1)1 I I I!� I I III �� CMA PROPERTIES, INC. # t`\ I ; I I /LOCATION OF EXISTING UTILITIES SHOWN ARE I �~- PARCEL ID: 04500 -00 -00 -09480 } I ") I I I I I} I I I I- D.B. 1465, PG. 169 ' k P ! ti ! �. R XI I L A t D #100.84EACRESIUE \ ;..t!, :,, .i I " / APPROXIMATE. CONTRACTOR TO FIELD VERIFY o A I . I I ,, �` •— (471,983 SO, FT.) . ,1:,�� THE LOCATION AND ELEVATION OF THE WATER N3 j D.. i I I I £XISrING - ;:._. -- ,A �! II 1 116 I i� ,� �I I l i ` AINTENANCE ~-- w __ — I I `� 111!_DING -- ( 1 _ # AND SEWER PRIOR TO ORDERING THE PROPOSED # \ I _ - --;- y.. �- ----X a MANHOLES AND START OF CONSTRUCTION I i I C- =� _. ;r:� - % FENCE ! 1 \� 1 ._ - - -_ i I i -' ' , APPR6 L C,� F I I 0 �P "')�,-,: - I' i i I I _ - ! I EXISTING �TRE� W };: �' ;qtr �- - I L ` {, II II } M �•�P ., EX SANITARY U i I /- 1 � I [ I I I I 1 �11" " I ` � ,, r 7�0 BE VER/P - -ED I `, _ -_ I i £- '`°'�1 o II {' I I I I I •' TRANSITION FRO �.._ _._�. - .__ -_ � . _- — } I .. R10 CG ` 6 DRY TO r '�' � t II 1! i 1 ! I I I I }}... t. EXISTING'.'aw.,,,, _ .�__.. -~ --�.. � �e.. 1 1 CG -64 WET 60' INGRESS, £v1�RE ! =1 •WALL I I I R5 OIL /WATER ��11A`�� ® "'" __ 4NZ7 ( /T EA MENi � AEI SCr 00 HILL, 0- .:.. R58.5 I M H #1 " ----�- -1-1 � � ___ � ___ � - - - D.B. 904 G � 27 1 1 1 t \,,R 1 , PARCEL ID.- 04500 - 00- 00- 094A 0 I C ©.. - PVC _® SEPARATOR D. B. 3295, PG 731 S25 35'54 W E 1 } -- . ! 1 I 1 I �' OP -496r R5 R5''` ,R5 R5 �` 39.tQ7 { +' 8.6 % CG -9D �". - - �:. >.. 1 1 I 1 I�iQ. I �_- SEE I (S) -T P =50 ,38 � . ` ! I I G R53.5 6, . -T0 =497. ~" � ARCH. , c� , r C, 1 1 �• i Gt 7 c� �1�79P=499.'�9 - - -- L C d, I V.• 49 .62 1 CO. �: i PLANS _- _ w -___ .,_..,_. V, 19 1-1 _w, ., , . _ = _= I 1 CG -6 _ _ _,.- 2 ,__.__ _ P OP RED( -ROCK ,t _ --'rte _ 1 , 1 R TAINING !WALE I � _. .,, ___ - __,. -,._ w- 'i"A 4 0 I - ENTRANCE_.:...____ — - - _ __ --_-- ---- - -- `, _. -: - _ - _� _. LL EE DETAIL 4 5 __.: _ __ C` ' :,i '" �-_•_ _ -�_... ..__ :_ F \ f _ SHEET C 2 , ,I. --- — —" _- . _-- - WA,TERPf�C7OF BLDG WALL --t �m._r. _ _ -, - -.. _.' _.. .___ -, _.- ° - �, Z) #_ _ _ -- - �1 J wJR.FER AREA ,_._;: -_7 �. _._. # I( i :.:: ROOF DECK v 1 — 1 I ~:f € r- I °� # I I INVENTORY ^ :......,.... �.. \ I I ! �: STO RAGE 'AREA �. I- ............... ................. I `� :. 10 NOTOR PUBLIC USE CG -6 , I ,� f; I I I� ; j __ .,r _ I : , I _ ____`" LOWER AREA I :.; : : :•.:., Ait?PROX. L CAT)ON { I II i 1 I "- P I ____ EMPLOYEE a U ?PER : UECK; 15'£PCO SEti]ENT j , I I I �' l i -_-_ - STORAGE AREA � TNSTDE LIGHTING I DB 957, I - ..,... , G 3 7 �._____1___._�_. 1 ]--7- -- II 1 — a. _ N z @ I --,.--.-I--.-.- __ _ �_-___ ----\-t--- \� �� C 1 1 ''t. . \ ! 1 1 -- 1 1 1 • 1> ! I 1� , !,00 I ) 0 ,j 3 I O , �,�` 1` ! 1 __ ..__ _ ., I -. i j I ....... �`� .; ... , MR17ED...... C NTRACTOR TO, TIE TO 1 i.. b i �� NOT FOR PUBLIC USE 1 I 1 1 1 1 1 .._ 9671 SF (TYP) ®`., E (STING PAVEMENT PE`R i I ,` 1 k r I. 1 I # �, ' ...,..:: / TiE WP 2 DETAIL SHO N \ , II _.�# 1 6 T \ I( __ _ ��,- ,�,,,; - 1 i 11 # ® ON SHEET C 2 (TYP) t1 I # # ## 1 I� " P ; y - ,�`t r,, TERfRaF BLDG r v �/� ... Z ., , . ,.n "_ ; ... .._ I _ _.._..._.... I I' I , i coo 1 1 Ili z, L I I >� I I C. � - I I v� ) 1 , I I I A j II I I t W PRa BLDG WALL Q I a � I . �\ # I /I (III I I _ - v :k5 , i , �, I ; , 1# I I I UPPER = -ARE4 > ry = - - =_ I' ' i\ 1 I w 1 I ) ) I I ; , R00F DECK TR NCH DRAIN WIT : 9 I 1 I 1 III . I I : s Z8' 2— HD —HPD I # t I TRANSITION` _F 0M , INVENTOR GRAS t I. I "` STORAGE AFFIC —G °� r x ! N 1 f' CENTERLINE LOCH 71ON 1. �.1 A PROXIMA TE I I CG S ORY TO E t �:' '`' ' ``" OF 30' �EPCO E # # # I ! BL i ::. 1 A . , ' , N r EASEMENT / / I # :: ( CG (WET NOT OR PU S -._ _ _ ..� - -.. _ 1 - ><. ._ : ,... -- 9 z D.B. D8 1 t I ! ,, a- I ,:..- a - :... s i 3 : . :' 1 4.. rs E i .. ... ..: .. ... .. .... .... ». , ..__.. ., „�. .._. S ...... . i.. _max...... .. ,...__,....,...x -.; .....a.,..c,.x.,. ._.�.:�8i:+ -- ..:..:.. _t I /Z // ij I _ i �d / It I I LOWER AREA R ... l ry ; - *'`+ ! f 1 1 1 j I RRO�iE�, I t - 1 I Ir �� Ii l I # 1 ,: .. CG -2 . WIPE M NTENANCE - E 1 r \`, j -. v I^ �/ I # .: CENTER R E A ' 1 AI � o II# `� / jl K DOWN >7ISIDE VA A . \ 1 J ;'4 i , I , I , � CURB 9243 SF' I AC SSIBLE 50'00 ! / S o o, � \` ,• MO & < ,2 I GFiW .: ; , gUILI' G '`' W o + \ C� MRS: 18 \ �'' K ' 1 ti I I P R PL= 'C R1 BOLLARD I ; „.:;, TYP 14 :5: 10' .... : \ SETBA ' (. RB — \, W °o EXISTING kCA\ E C R 3 (TYP)` I Z l x 4 „I k° y `\ 1 _- � WATER UAL t1 ' ' I `�I Z f - I E IA R12 : R3 #' '_ r e` 1 1 o O I I I I DEMO DRa INLE -- BU P R - .. M � FIELD I GA BEPG� Q �!J , .q 1 �j 1 1 REPLAC WITH No su EX CUR i , E : ® �, 2'. I APP�,'Oi/ A T LOCA l iI • a IVA ; I i I .. . 1 , _ r l r. .•;. R L 0 I ,. . ,. 1 -. w.. �r U_._� k. _ �_, �: 1 E e, - /V . ��(/ OP SAN' � •, .-. ,�,.... Q, r. i �; _ _ .. M-.- ..- d: a I I , -._.. - -- _ _ _ GR4DlN E .:” . w _� w w w -- - �� w w w M LAT RtAL - '1 - : L V° D. . , 1 904 P 6. l `• - �° -�� "" '�- FX 1 -1�2" WAlE -R S R C� N • {�� ''��v 1` , 1 � Cs m Q I ! BEGIN P OP I r" Q - _. _ _ -- I `� L 1�. �I / C =AREAr H- I RED(- ROCK t RETAINING WALL't OFEI CP s " \ , ! 1 1 I I I 5217 SF SERVICE a . i SIGN i4 c :,p. DRIVE , FREES: A DING'S _ I. :. . I (MAT(ERIAL TO` , �'' \ 1 I j / Icy, : MATCH BUILDING _ 1 # > Dr.., , ,,, , ... _ M 2542 SF F 1 - -- ..� _ I I FlgG ` p �� 11 ! 1 DETAIL i � r �;`' 'Y.. ! ((�� 9_ I 1 SHEET; (�-2) I €I„ >:• °...." I - I Il I ! w 3 g " "�� I I I II I _ n ,: I I ,( I I I I�� .:: __ m 1, Ill ,: . I, „ I A Lt CATl CP I A; I , . . _. ,,�,,et _.. I , , t , ,_.. � (� ,4..._,.. -. _ , . ;, n -� i EXIS77NG ! E _. G T1/1 (I jl . ` i LfV I , ..: - ' r.:,: '' ' 1 G� q 77 : rs ( ,,..,..'. .. WIPE.. - I J , , ; .. , STAIRS W k � � 1 I I 1 (�? / _ I! DEALERSHIP I ' I 1 I I j I ei 4' t 1? STAIIRS W/ ORNAMENTAL DOWN AI BUILDING EXiS77NG z I I I' I I �+ r` t. ORNAAMENTAL RAILING TO C�.RB I I I DEALERSHIP ME E , :~ FF 487, 59 } I I I I I `4'' 1 RAILING TO BE SALES CENTER BE SELECTED j --� BUILDING ; ,. M M 1� 1 } 4. 1 ' m�� I I . j 3. .3'' SELECTED BY 3393 SF BY OWNER I I --- -~ \" 1 5 ill f 4 . I _ FF 495.82 _" . ° _ 1 I I I I '. OWNER 2'9 '` I I I ' 1 8 STEPS .� ! 1.' ( ) w i 4� 4 I � � I� ` ' (11 STEPS) cv I \ L X v> 3 NOTES: No 8 - MECHANICAL EQUIPMENT OR OTHER UTILITY HARDWARE ON THE ROOF, GROUND, OR BUILDING SHALL BE SCREENED FROM PUBLIC VIEW TO THE REASONABLE SATISFACTION OF THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT WITH MATERIALS HARMONIOUS WITH THE BUILDING OR THEY SHALL BE LOCATED SO AS NOT TO BE VISIBLE FROM PUBLIC VIEW, - AIR HANDLERS SHALL BE LOCATED SO THAT EMISSIONS ARE DIRECTED AWAY FROM ANY ADJOINING RESIDENTIAL DEVELOPMENT. - THE STRUCTURE SHALL BE DESIGNED SO THAT THE LIGHT FROM ALL VEHICLE HEADLIGHTS AND ALL LIGHTING FIXTURES WILL NOT ROUTINELY SHINE DIRECTLY OUTSIDE THE STRUCTURE, - EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS32 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM RESIDENTIAL ROADS. THE SPILLOVER OF LIGHTING FROM MINARI LU ES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. CONCEPTUAL ROOF INVENTORY STORAGE LAYOUT N. T. S. - I I IJdo�^ I, I w- C �..� I 1 I .� d d ' ! I N .... 5>T3EiN'A1�' w- �' cv N MCP �` I I ' =.,t. `e'' 0 �u o . 0 1 I P .... EM i. & REfl'LACE. -- ,_- z_p... SIDEWALK I '� � ,•^ t -1 \' I 11 L j N , T...y I;a EX CUR &SIDEWALK ...� .._ __ -- __ ._-- _. s_:.r _.. — ,.L__ 2 APPROXIMATE CENTERL \ � �l j r o i _ 4\ !:..,,, - 8 6. ... c - H.._ _ _. __ - _.. ° ____ lNE LOCATION s!' P.RO .OWED ,. CG 12, - — ' Y .-; J - __ OF 20 WATER AND SEW 0 I - _ �_ .. 1 p 0 P:• - _ ER EASEMENT c� ... z .: , - EM N I _s .. .. f u i -. . , 1 E T A .:....:, _ . - � . , , .. +�• ICE � � ,'.... ...... D.B. P <r Q , .... �, _ ... .. ., . ° � � ; • 1067, PG. 39 . P- -- _ - - -- / 1 \ EC X ii - �_m li j 5 v g 1 P J i I i ... _ ,s AEA c� R5. SP INKL R �� M i i o ° ` �/, I , :'„ 5 !I 6°� V.AFTER W.M.. 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I �` ~� ` ` \ --°' I t I I I 1 `T ' T . - i , DEMO &4.RE LA E EX CURB & SIDEWALK I ESTOI E HYDRANT ACE ``� -- 11„4 '--� ti,-1 \ '- , `` � \ Vii\ A 1 �' , 1 / EX CURB '& SID WALK PROP 6" G . % x_. '' "I" `-� � ' III 7 �, � � 1--�' -. - 1/ �� * 50.00 o` PROXIMATE LOC�i'•TION,` _ 1 \ , ! r 1 low 1\� 11 11 BUILDING v I r ,Ww ` ,� I jQMA PROPERTIES, INC �` . 1-1 1, �'� -, I, --, OF 15*-uE�CO EASEMENT �-- III I I 04 ®.. i ARCEL"ID: 04500- 00- 00 -094B0 `~- D. B. 95� P .327 1 � C %` ,, 1 I I I I �• I \ � 1 �— _�_ - -- .�....�,..._1.` ,..,.._ D:B. 1...465;...,PC 169 _..__..__..__.. -_ __.. ^... __. �� .._M_,-_._n_ _. -_. __._._., .. --` _ _.a "�I ,, } ! � 1 I r ��. I� 0 1 I III f E III N ; '-1 " #100 M`YERS DRIVE �\�, \ `~, ' # t / 1 ' ! 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This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ►y `v� � 201 1 V Townes Site Engineering LO �o Iltq (no V v- Z ono a)a� C\2MCc W � � W �,aw Z t* ' � ,--i > () �4 O O b M Z � � W .� � ;-4 � Q) W o- �-) III- LO N0 00 4 O CO r_ M U --- V J lQ) 4 /� ,-PLT H pF L / ' BRIAN C, r I CHELL ILic, No, 035724 O�FSS /0 NA L 10- 2 U Q ~ w N ti � � c ti � q ) �^ ") " O Q N IQ4 � 1 O ~ w N .KL-V131 U1VJ DATE ITEM 02 1,3 /12 PER COMMEN TS 04127112 12 PER COMMEN TS DATE ---) 09/12/11 SCALE 1 " = 30' PROJECT MANAGER BRIAN C. MITCHELL, P. E. CHECKED BY PROD. # 20110240 SHEET # C -6 I 0 0 2i 0 N v U w "s 5 3 v 6 v 2 N dp 3 6 N O O 0 a U0 Q :; I _ a 4 Y '! I 4 7--�,-", 0 0 0 00 00 ----------- -Adia:21 iI�� P, ,, i �- `l�1jl�e -1 ,-_ ", �: . yy P �� ll�� 1 � t,l � 1 � , E ° t� I �t_ , 1 1 1 PARCEL 1 1 CMA PROPERT /ES, INC. 5 f \ 4, jj °' PARCEL ID: 04500- 00- 00 -094B0 I \ 1 t, -/ i I'1 t� -ll 1t1 I I 1 1 t i -- t - i I I ! D.B. 1465, PG. 169 ( ' ` , �11 , q I 6 I I I} s R I �" �` #100 MYERS DR/ l/E 1 r'. 'R 1 1 t N Al 3 1 L( . �Ct � I i �,{ j 1 -, -.., ° 10.84 ACRES --�-- '. + »A / 1 i o t Q. ' ( ;.' i �' 3 ,-., (471,983 SQ, FT.) ,� I , ! EXIST/NG �l I P' 1.,, I I I i� 9 � ,1WAIN7,ENA ".ICE ^-v. >f y p 11111-11 _ _..,.., 6 r l Imo' 1 _, - - . m�___ ®- _... -- .._ �� i 1 Ikk i \ _ V. I _ - -X I t , , I t = = - I :° - ,1 :�,_. _y r� :_� , - _ -- _- ___» --._.= -"-,- - -- - -- - _ FENCE �/ P j APP F \ `� °,� '" - - - -�- I , -._. �\ "I-,-- ' rn 1 E ° IIt 1 _�l,kx' 4 1 {, r.> ' ' ., -� i \ 11 A 1 !; EX SANITARY i j / y fRW =498 0 j .. i �„ , � _ _,_. ._.._.I :--1 0 11 � I TFW, =501 50 , { I TO BE .u�ERIPED.1 '``` .__ _ - 1. -_ - -_... �-•-- , I `� P BRW -493. , : I TO RAISE OR r.��` :m y . -- ._ „_.- TO �EX a i , - ---- -_ I4 _ 00 �, `u .j. MH I'OP TO , E /ItIG 6 , i TRW- 497. 0 INGRESS E�RES 5 1 ,TF)W=500.5p f ` ,;V1, y j 497.25 T' ,, XIST --_., �, : , --_ _ . f t BRNV- 48810Q I 1'•' WA TER ! ® _- A?VO- I-J7-1L'lT EA MENT + ... j.: •: ss ss SEPARATOR _,v __ _. - _ _ D.B. 904, F'G. 27 DRAINAGE STRUCTURE TABLE Structure # Type LENGTH DIAMETER MATERIAL TOP ELEV INV IN INV OUT SLOPE(% ) NOSE HEIGHT OF STRUCTURE COMMENTS STEPS /SAFETY SLABS 1A DI -313 6.00 i ; 1 . . 489.00 I b b f I A 485.00 1 IS� TYPE B 4.00 k' I 1B PIPE 57.26 18 RCP CLASS III Eq 485.00 484.60 0.70 1,% 1 DI -313 6.00 488.87 484.60 484.10 i TYPE B 4.77 1 �, I 4 81.13 ST -1 2 PIPE 43.08 24 RCP CLASS III \ 484.10 482.00 4.87 .,. --- ` 3 DI -7 '." 487.25 482.00 481.90 co 5.35 W /BOOTCONNECTOR ST -1 4 PIPE 90.84 24 RCP CLASS III 481.90 479.00 3.19 5 MH -1 1 484.20 479.00 478.90 5.30 ST -1 6 PIPE 158.78 24 RCP CLASS III 478.90 475.40 2.20 7 MHA 479.40 475.40 475.30 4.10 W /BOOT CONNECTOR ST-1 8 PIPE 53.33 24 RCP CLASS III 475.30 473.00 4.31 10 MHA 492.42 483.91 483.81 8.61 ST-1 11 PIPE 162.59 27 RCP CLASS III 483.81 478.10 3.51 12 MHA 482.72 478.10 478.00 4.72 STA 13 PIPE 42.67 27 RCP CLASS III 478.00 475.00 7.03 W /BOOT CONNECTOR 14 DI -313 6.00 1 481.33 475.00 472.80 8.53 1 i ST -1 F1 FILTERRA 12X6 I 1 500.66 TYPE B *STORMWATER BIORETENTION FILTRATION SYSTEM BY AMERICAST S25 35'54 "W 1'', 1 I - € � � � . 1� - f � - I 1 *' i } y, I i j it TRW =495 00' , ' M I d ' , I r; ; ' P =4 9. , ^Tl' -a0 ..38 SEE I j TFW= 498.50 1 t ,..r. - ARCH. f v� { i ,cf ,,f ,E 11 I{ l V 4 5.19 _ i \ ? f ,. BRW = 476.00 1. ;/ ` w ., PLANS :,: k__ �___ - _ ____ _ _ _ , f Ir 49 .59 I v _ _ _ _ _. _ , p .;: 't ;S'f ..� ''{ £u�. - »_ .,. <..: ,,^]a„..,.. _._- .e,__�,... vim"'"-`- ...m.... ..,^.. 4 i _.__.m .., __ __ _ i E�-°1 C•,....,, w _,._.. rri J , ... 1�- -- ; _ - _. . --- -z= LECTRI �� ; f _ _ ( { TRW= 493.00:' n_ _.. __ __ .ill ._. ,T- TI - _ -_ , € E TO EX`" v_,,» -�-S- - - --' --' -.-, r -- -,w,_ 0 _ `" \ 5* - _ B k I TFW = 496:50 -µ f I 7 .. ... WATERPROOF BLDG WALL _ -- -_ -_ - _ t BRW =476.0 ; ;' : , , , -. -_ 49 -73s, ,.,._ �_.,._'. _ _- _ "° "°-.- ______ - _ -� ° \. 1 � �' � , _ - - _ _. _ _ ate,, � �.� l �, r 4P - - ROOF BECK r- ::- 1 I 1 _ , -- t, m t .F :. x _ INVENTi�}RY T c` , I - I, , \ I-,. , v :.k � � � 9 1 f ( I ` STORAGE 'a,fEA 49050` t I I ` 1 - \I �11 i ° ,e I _ 1� \ \, NOTOR PUBLI£ USE - - E- - _ - (' � \,.w TIE TO Ex ; I - S ME `� �% _. 1 4 i �. i :,. _ /c.'E- 11 1 dC�A N t 0r- 1 _ -i \q T :. } .. I DOWER AREA T/c 49,'1.82 E_,. +� �i 3p �° i i ' f r .. . ¢ V � 90.00 TRENCH. 1 / _ NT , \ \ ` 0 ., " 1 -�,,, EMPLOYEE DE 0 ? 1` i > - _..., i�ER",. S t �� t u ,' 1; 1 1 ^ .. a \ _ B 9, 7, 1 1 11 }1 /t 1 .... STORAGE AREA \ 1.,EZ N. t : j _ °' NOT FOR PU L1C USE PAVEMENT t I TRW= 1: 0 i t` t 1 € " a : _. . -- • - 9671 SF \ :,. t SPOT :mm. , . If d > TFW -4i9 5Q t I / ° ` S ; : j _ 4ss.50 I ' f t,_ I FF= 489.50 H. •' �� V 1 \ -, s BRW =47 I w _.'� � �' '� t z / � , ., ., � ,.,� � TROP ...... � a'n. � r -1 WATERPROOF BLDG -WALL :: ,.. I , i ' j € °. :, 489.00.' o 4 ij - _ _ _ 490.b0 - t i 7 , ! 7 .w _ , . , .. �. � I II b 1,. I 8 --u i. I , � r,' ' •.. i , , 489 50 .- 1 ; t-_»,. _� --_ i I } t Wes{ i h � WATERPROOF BLDG WALL , • .. U ". ,j i j i :`` ` ,� `I t: P i I TR - ,489 00 1 \ z 1 i : s 4 UPP,ER.::'AREA ' " 1� 1 , ii , _,.., ZURN 2882 -HD ' - til "el } i TFW -49 0, 4 CC I I I , ~' 1 RO` F DECK TRENCH DRAIN WITH i i i ) \ I � ! �a ) BRW, -4$ t00 1 s'.", . 2882- HD -HPD, ~ I .. ,tl; `,'L, � a it I J ° IN�ENTOR`l TB % ' \ i I .. J ,�' I 489:((0 i j N 4 i 1 APPROXIIvI.ATE CENTfRLINf LOf 4 770N s1 t i I.' I TRAFFIC -GL GRATE ' TRENCH I i I. '':. ,;r I STORAGE AREA ToP . j \ cn I , /I,f�P14, _ rr T/ A : °� I I / .a0 • VEPCO EASEMEN T i J NOT FOR PUBIC °USE 488 25 � � r I- { I 488.7 i _� i . _ _ __ \ } .. 10 w _ f'G' 3 t . . ., :.r-r -e. ,w., X {fJ / r.. , a - t 4 a• t I v' ,•r , _ V \ , d L_ , 4 TRENCH• :1 I -'. j / P' \ L(JWER AREA TOP. #- I?ROJEC �`�r,�� ,, \ �1 t Q) t 1 j Q) if r l i j MAINTENANCE a8s.o0:.. 1 \ \ : J �` RW 41 PAVEMENT PAVEMENT ,' - J 2 " i�'/ / ` , CENTER AREA } j O 1 i l SPOT k SPOT :T . C -- .--A, "" �� ^ \\ , 488.SO 9243 S 488 :soB " :': , / •'- \ `� i G 0 a �� 1 °� of ti��\ \ t F= 488.50 �'' . t>4'TA1G',:488,5 ©D1 G / o ^ \ \�` TRW =485:00, 1 f :ri.. a Qp'. e /c, ", . \ \ \ \, BiJ A 1 \t { I �� \ h�,# TFW = 4'88.0 I N ( Y 48875 48 48� 05 ..TP \ O O \ \ t �R =48 .0 '' }..:.' ZURN 24'X24" T /e. \ \ \ \� _ j \ \ n p I I \\ \ `€ Q } ,, I :' .. 'ra 2887= HD= HDPE -1A ::. 489.0 T /C." j k t O o0 1 DROP INLET' 489.i� (�� `` y`; ,``" y r\ 1 f y WITH NO SUMP Al2h++i 48 . 4A.�Z,O \ � � \ �\ I �� 1 � � 4 o � PI�O / T i' ! t ! T/B "488.15 �C; I ( \pM1 J LOGA I I� _ L___ \ \ _ l 1 O A �_ / L - , / I ; _ PAVEMENT .._ .,.... �' - O 1. .. k ' `V V at »,.. ...a. .. - . , v. , . o V 1 A 't y S e • •v �EITE xJ (�_ � I _ SPOT k . 1 °lVlx O eQ 1 _._._. y'r .q _ � � ,r I , .. ... 0 ,_ .. _:_: , 488.50 TB' ' ' _;; b . _ , _ ___ w - _ _ _ _-- y w w _ __ Q� i"✓ lit i .� "1 t- rn "f: e' -w - w w - ;.'' -w 1 \` e W v D 04 _ 1 g / I :. 4 M w. -,-: a __� [X 1 1%2 WA T SERVICE LIN .�. _ � c ot j -. � i \ 1 w :,.. % Q BEGIN % 2 rr r F _ -'� i �� t ,. � (� I OFF1C AREA _ �� \ SERVICE 44 jj TIE TO 1 p F }FR ES`fAMnE t - r f 1 q EXIST , 9..` Ir Z d :: . s p '.� t 1 I I } i w. TW- 488.40 5217 5F I SIDEWALK ` '\ t � ALL _ DRIVE � _ -_ FF 4 \,�� } I!, $W =485 00 _ i AT 489.20 �.'" _ , - TR,W -483: `" �:___ -_ - -._ ___• __._ _ -__- - - - -__ _ . -__ _ -_ -� ` '` :, �--_ _ _ 2542 SF vv \ `try`s TFW - 486 `,50 : �:r _ FF 488.50 TIE TO ., ; . \ - , fr�A r i E !, (j} 1 - 1 J k W- 9:5 B 47 0 r` i R ( I _.. : , - .. .. _, .. • ., , EXIST � .r �'" �"'' -,. , aPVC. 3 , _ , :. _ ___ V. , , - , .. .�. TW 4 _, _ w :{ SIDE ALK 1� W t i _;rte R 4 00. j j , 1 PAVEMENT i B :3 AT 487 59 I S ✓ " - r. APPRC3 I j - \ € � } SPOT -o TB �. ^'• •'�'=� ' �``�� XIMATE CENIERL /NE LOC"A7 I/ i �Rw =4' 9:00 jj'``'' \ ION ' £ i 488.50 < 1____ -�_ mow__ t! s - 87:25' t OF 20' WATERLINE' EA, >E%tENr A k L cAT, _ _ - ��_,._. Ji+ ,� L(`)((� r \ , i ,.,. EXISTr�YJG I1� v ``_ .� ,B» 1015, S. 362 1 E I L.� TR L, P_.d Au i f [ T C ^ >T -'P - '-^...,.. - 9 i 1 , . n _ I ! 4': ` -I , SEE INSET 2 / T/C �� , r �, 488 25 ) U1L R SNIP EXI: NG �✓ 1 it i a wil I • •'I :. 5 H/C TIE TO _ ! EXISTING WPvI� \ 1 488.2 1 , B DING I I ;' I I iI , ` I SALES CENTER 488.25 488 ♦25 " EXIST fF 487.59 # DEALERSHIP ME EIz" - 4 j j11� .. a U SIDEWALK - BUILDING r'' h\ 1 � � m', > 3393 SF 7 J 1 5.82« : -- w 1 � \ a 4 AT 4� 55 `-• FF 49 F j - , FF =4 Q; I t 0 k , I �I OD. 88,50 - \ \4 Ijj i � � I TIE TO \ \ � �' q j� I p, } SEE INSET 1 ExIST TIE TO EX. `�/ o l a �? j p ( E IR "PVC 70 r1 w.. SIDEWALK SIDEWALK , w_ T< 5.9 r r I A 48 2 AT 486 80 . ,.r 4 M A t I tl �.t 1 TIE T0. EX , a .. „ ... _ : ;. , r _, -_ „- .,,__.... 46:5 -_, I?:a �I - -_ _ o; N _...m _ : ' J_ , y APPROXIMATE CENTERLINE L OCA Tr} I T/ ELEU .. _ _. AP C i "`_ - _ Of 2G e o ij : w_._ M.... _..,,..., f WATER AN \ t -, . _. - _ r , ...., / D SEWER A i E S q EM j 5 O S L . Q ',. 11 067 P I t C .. , ..... .. >,. _- , . , . 396 1 Y ,. I, N P 1 ua._ \ �' I : r C :: \ 1 { T 6 / X} AR I /\ 1 i i o P U s* z: "o , 4 1 2c t • � 84.00 � 0 4 0 \ s 4 .TIE TO EX. T C' tAT (IIE TO EX. S, INK \ 1 I � / LR i s' O , ' « - 63 2 T 7'� i C AT'•. 1 s� \ Q, �r t �. j� j t 1 , Q r t 1 J f :. TIE T0. E :.... :.fi...:. :' : 1 .. .t Y :..... -.:.. :,..: T/C ~ \� \ J _ _.. O 1 11 I i i I a , 1 I r f j , , .... . 7/C .ELEV ' .. T 1u1ER ::... i<1NG ........... . . . '." EP \ ` 1 ` 11 / t M i 479.40.. 7.., :. 55 \ 1 P 1 i 11 i 2 \ ` �---� - /� JJ / / :::: ::' .' ,.: .:::. : :.. /� 485 0 r 485 --- . ..^ ---- -- -- ti t {1 i I '\ I d i f t I .. ...r.... z - 4 Y ...,,, > 1 3 n...:.. : -. ".. r s t I I E p i / I i i C I : ,, -,.P R OP C 6i 0' # '- � ~' ~11 ``-\ -°" I C P 1.".. '' �, WAT, _E �tM �T.r \ r _7° .� ' P 1 I l , t r. \ \, 4 \ » _ __ _w_.._ _ __.__ -._ , _ _-_ _ __,_- ,� I -_ .. �. _ t� ,. . . /j t 1 • v e Vii' G !i Ij I S _ yrvs.rsn *...`. . ,.. 1 I _ �- //I 5 : o \ e i _ \ } IX { ., 7c 'i q ; \ 50, CIO' �� "''-. '-� --- _ - k } o� o 1 1 \ l t4 3 f, 1I } } BL /NC �. Q �� Q - ,� �"ROXIMATE LOG��!`3`'/ ly �- �.._�," ' ' ' a, � ter, �i �4 I I1 I \s t, u, ®® ® ARCS^ PR{ffP'ERTIES, !NC \ ` ` ^\ `� •., �, ! OF 15"f -PGd EASEMENT °� --- i t M - --------- �- T_ _ - - -._ _ i1 1 \ ? . --- ------------ , PG: _,169 �___ - _ �� ` D.B. 953�far�327 - �- �. ��` 1 I I I I , __ ,_.. w .. i Q 4 00 00 09480 1 11 1 t' 1 1 X11 °' 70 �RS DRIVE \ V `° \ 1 ,1 - 11 \ ,� _ ~.. i 1 E ___ ___ -__ / \� %% 1/ �� 0 i , 0 �`� ` � M _ - l A -t \ > _ L 1 } j(t / . ! I ! l =- -- j` I �' t i ' \ \ �i\ \ �' EX yyg7ERL1N __ M\ \ M _ .� / y � r�N I \ -1 11� - - 1� - N\ V11 a M EY 1 1 I I- �` � ,�, A5 -- A A -- - m ." - m -- --- i'� 1. -- I _ - EE -- __ _ __ _. �, \_ - - _ __M,.A - mow_ - \- _ - "�- It w H H :�- H❑ r� - - H® 11� ( -- He - i�_ -- HLl - -- -- H ❑�� __ -' - _ • - --, -_ _ \ -- w_, _ ss ss ss ss� sS _._ ,.. a r� - _ ,_..�, . -..,_. .� - _ _ r� P -._ - - __. , �s - -_ _ ERH ALI WIRLS `�. _ _ - n _-- '',- , :. �, , - 7. 565 �- -»- _ ---- ._'"__ - 6-4 - _ °- -- _ r -.� I , ... _ - ..,_.... ,_._ _ ~ °��r°° �• 472-29 m _ - --- - TOP= 41'%~ 00' S2' W ss _ ,. ... .R'.;.. R °. ". 1 Y' Sr r :.8> 3 v -b • :%,; h`t3 t�.il ri ,::fib' '•_'-- --- --- -.. -., ---- �.....- ...... __ � .... ....., •.:�. . -:. a•'• ' G;, "•.� .._,,.._ .__.. x,_. ,__. , a. .. - - ,.. .. ,. _?w..- s":''a ""^ate+.: ...:'i ".. _ -,- .. _ - _ . - ._ ,. -- a....... ...e / .. �•.. c t4 I 1 *WATER QUALITY REQUIREMENTS FOR THIS PROJECT ARE TO BE SATISFIED BY A PROPOSED FILTERRA OR THROUGH THE PURCHACE OF NUTRIENT OFFSETS AS AUTHORIZED UNDER VA CODE 10.1- 603,8:1. IF OFFSETS ARE UTILIZED THE APPLICANT WILL PROVIDE APPLICABLE CERTIFICATES TO ALBEMARLE COUNTY FOR PROOF OF PURCHASE � 83 483.62 A I b .. . A t>', b• b . � , k b b . n A, , « INSET 1 1"=10' , I 488.50 B 483.00 b A ,' .� A _- < _ ,. . mt 1 � �...4 q Q4 � . e ��, ° T b 1 1 's��-�"� I . i } � t '' V L A i ; 1 . . � I b b f I A I ,- : I 8 1 IS� . . (RETAINING i k' I i WALL A b e, I Eq } 1,% . 487.70 \ \\ . I i I . . I . . \ 1 �, I 4 81.13 J -__ . . I I . Of NAMENTAL � \ ---_ H �. NDRAILS .,. --- ` '." E. co A . 0 b �( 480.9 v A .' b A yyyyy P 1. .�' .. HOLDREN, PAUL T, OR N JEAN PARCEL ID: 04500- 00- 00 -094CO D, B, 1123, PG, 374 1� �\,i INSET 2 1"=10' GRAPHIC SCALE 30 60 ( IN FEET ) 1 inch = 30 ft. m LO C\2 "-) 01 V V- Z �' a) COO 0� N C�2 W . t , 0 W •,, 0 Z U b ' rte -+ 'r.., V U r-1 O 0 ��M Z 1"1 � cc •W � ,W `` 0 W o-�-) ►fJ -- di F. cc) ,r o r� M,4 00 v + �; O Q-I ��p,LT H 6' I N 11�t r �, h-�� BRIAN C, gTCHELL Lic. No, 035724 'O,p 05123112 Q-- p�,FS NG \�F. S / 0 L E r� � V � �...4 q Q4 � Q4 qQ) Qj � W N Cn v 1 Q4 C/) Eq O �-4 Q� q REVISIONS DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 --) SCALE ( I" - ) = 30' PROJECT MANAGER BRIAN C. MITCHELL, P. E, CHECKED BY PROJ.# -----) 20110240 SHEET # C-7 �y „ mass I r I � I ! I I I III � _ � I• = :�` -,�, '' � "� •� . { ; ° ,, I � . I 1 _.____. ' I . I _ EX° '27 "RCP 0. ''D'� -- T© --' = >71 AC I I I I I I I I I I I I I I c = II 1 11 � 111 $ I I I I I . 75 'g - 1 , 'a ....:. •. 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This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2011 Townes Site Engineering O Z CO� Oro C\2CO C:) W W �w Z O � 0 W cc /ICJ 00 0 r� C7� cc v+ � O 5_ pa LT H 67 N BRIAN C, M�TCHELL Lic, No. 035724 °,p 05123112 O�FSS /0 N A L ENG\�F. 0 ZD Q REVISIONS DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 SCALE 1 'r = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.,# 20110240 SHEET # C -8 q�� Q4 ry ^ ) _4z� q � REVISIONS DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 SCALE 1 'r = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROJ.,# 20110240 SHEET # C -8 SEWER EASEMENT _.___2 D.B. 904, PG. t�27 GRAIL ? rtir� V l RAIL 7 7�� DATE 09/12/11 GRAPHIC SCA PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY C q � 0 C EN t7ERLINE LOCA itOIv 30 0 15 30 60 PERMANENT DRAINAGE - Ol VIRGINIA PUB/ /C SERVICE VA e IA _- EASEMENT FOR ACCESS CG?MPANY EASEMENT -1-3 MAIN TENANCE D.B. 241, PC, 18 D.B. 1297, PG. j05 ( IN FEET ) 1 I inch = 30 ft. 1 CONSTRUCTION NARRATIVE PROJECT DESCRIPTION THIS PROJECT INVOLVES THE CONSTRUCTION OF A NISSAN DEALERSHIP BUILDING TO REPLACE THE EXISTING BUILDING. THE PROPOSED BUILDING WILL BE SITUATED ON A PARCEL LOCATED AT THE INTERSECTION OF MYERS DRIVE AND STATE ROUTE 29 WHERE THE EXISTING FACILITY IS CURRENTLY LOCATED. THE PROJECT INVOLVES THE INSTALLATION OF THE ASSOCIATED WATER AND SEWER EXTENSIONS TO THE NEW FACILITY. STORMWATER RUNOFF WILL DRAIN INTO THE EXISTING STORM SEWER SYSTEM AND STORM SEWER PIPING IS PROPOSED TO ROUTE EXISTING STORM DRAINS AROUND THE PROPOSED BUILDING FOOTPRINT AND TIE IT INTO THE EXISTING STORM SEWER SYSTEM. STORM SEWER WILL CONTINUE TO OUTFALL INTO THE EXISTING SWM BASIN LOCATED AT THE SOUTH EAST CORNER OF THE PARCEL. CBPA COMPLIANCE IS ACHIEVED BY USING A STORM WATER BIORETENTION FILTRATION SYSTEM (FILTERRA) TO MEET THE REDUCTION REQUIREMENTS FOR REDEVELOPMENT SITES. THE AREA OF DISTURBANCE ASSOCIATED WITH THIS PROJECT IS APPROXIMATELY 1.86 AC. THE POST DEVELOPED IMPERVIOUS AREA = 1.55 AC. EXISTING SITE CONDITIONS THE EXISTING SITE CONSISTS OF THREE BUILDINGS FRONTING STATE ROUTE 29 AND A SERVICE BUILDING SITUATED IN THE WESTERN PART OF THE PARCEL. THE PROJECT AREA IS JUST THE SOUTHERN EXISTING DEALERSHIP BUILDING WHICH IS GETTING DEMOLISHED FOR THE PROPOSED NISSAN FACILITY. A SANITARY SEWER SYSTEM EXTENDS SOUTH EAST ALONG ROUTE 29 AND WILL SERVICE THIS PROPOSED BUILDING FOR WASTEWATER NEEDS. A PROPOSED NEW 1" WATER METER AND SPRINKLER VAULT WILL BE SET FOR SERVICE TO THE PROPOSED BUILDING FOR WATER NEEDS. ADJACENT AREAS THE PROPOERTY BOUNDARY IS BORDERED BY MYERS DRIVE ON THE NORTH SIDE, STATE ROUTE 29 ON THE EAST SIDE, A STORM WATER MANAGEMENT BASIN ON THE SOUTH SIDE AND MOBILE HOME PARK ON THE WEST SIDE. THE PROJECT AREA IS IN THE SOUTHEAST CORNER OF THE PROPERTY. OFFSITE AREAS NO OFFSITE LAND DISTURBANCE ACTIVITIES ARE PROPOSED WITH THIS PROJECT. SOILS THE SITE IS CHARACTERIZED BY GLENELG LOAM, MAP UNIT SYMBOL 34B AS FOUND ON THE SOIL WEBSITE AT HTTP: / /WEB SOILSURVEY. NRCS. USDA.GOV /APP/WEBSOILSURVEY.ASPX CRITICAL AREAS THIS SITE IS SET UP TO ROUTE UPSLOPE AREAS THAT ARE NOT WITHIN THE CONSTRUCTION AREA AROUND THE AREA OF DISTURBANCE AND MAINTAIN CONSTRUCTION AREA RUNOFF TO INLET PROTECTION, SILT FENCE, AND PERIMETER CONTRAOLS WHICH WILL BE MAINTAINED AND PHASED DURING CONSTRUCTION ACTIVITIES TO ENSURE SEDIMENT LADEN RUNOFF IS TREATED PRIOR TO DISCHARGE INTO THE EXISTING STORMWATER MANAGEMENT FACILITY TO THE SOUTH. PERMANENT STABILIZATION THE CONTRACTOR SHALL PROVIDE GRASS STABILIZATION ON ALL DENUDED AREAS PRIOR TO TURNOVER OF THE PROJECT TO THE DEVELOPER. SEED SHALL BE APPLIED OR SOD INSTALLED AS DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STORMWATER RUNOFF CONSIDERATIONS STORMWATER RUNOFF IS BEING CONTAINED IN A PROPOSED STORM SEWER SYSTEM THAT TIES INTO AN EXISTING STORM SEWER SYSTEM AND OUTFALLS IN THE EXISTING SWM BASIN SOUTH OF THE PROPERTY. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS: A. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH STORM EVENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. THE ALBEMARLE COUNTY E &S INSPECTOR MAY REQUIRE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY AND FIELD CONDITIONS DICTATE. EROSION AND SEDIMENT CONTROL MEASURES 1. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, MAINTAINED AND REMOVED IN ACCORDANCE WITH THE CRITERIA AND GUIDELINES CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 2. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN 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. 3. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACTING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 4. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. A. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. B. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. C. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. D. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS. 6. ALL DISTURBED AREAS ARE TO DRAIN TO AN APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION SEDIMENTATION AS DETERMINED BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. CONSTRUCTION SEQUENCE TO BE AS FOLLOWS: 1. THE OWNER MUST NOTIFY THE ALBEMARLE COUNTY E &S INSPECTOR TO SCHEDULE AN ON -SITE PRE- CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE PRE- CONSTRUCTION MEETING. 3. INSTALL A MINIMUM OF 12'X70' TEMPORARY PAVED CONSTRUCTION ENTRANCE AS SHOWN ON PLANS. 4. INSTALL PERIMETER SILT FENCE AND CHAIN LINK CONSTRUCTION FENCING SHOWN ON THE PLANS. 5. DEMOLISH THE EXISTING BUILDING DOWN TO THE EXISTING FINISH PAD AND HAUL OFF DEMOLISHED MATERIAL. THE CONTRACTOR SHALL NOT DEMOLISH THE EXISTING BUILDING PAD OR PERORM ANY LAND DISTURBANCE WITH THIS DEMOLITION WORK. 6. INSTALL STORM SEWER STRUCTURES I TO 8 TO ESTABLISH CLEAN WATER BYPASS FROM EXISTING PARKING LOT LOCATED NORTH OF THE PROJECT AREA. CONTRACTOR MAY DEMOLISH EXISTING BUILDING PAD AND SAW CUT ASPHALT AS NEEDED TO INSTALL THIS STORM SEWER SYSTEM. 7. INSTALL INLET PROTECTION, ROCK DIVERSIONS AND CONSTRUCTION ENTRANCE NORTH OF THE PROJECT AREA TO ENSURE RUNOFF FROM THE UPSLOPE AREA BYPASSES THE DENUDED PROJECT AREA PRIOR TO BEGINNING LAND DISTURBANCE ACTIVITIES WITHIN THE PROJECT AREA 8. CONTRACTOR SHALL INSTALL INLET PROTECTION AND DIVERSIONS ALONG SOUTH SIDE OF PROJECT AREA TO CAPTURE /TREAT ANY SEDIMENT RUNOFF FROM THE PROJECT AREA. 9. THE CONTRACTOR SHALL INSTALL STROM INLET 14 AS A DOGHOUSE DROP INLET AND INSTALL INLET PROTECTION WITH A RIGHT OF WAY DIVERSION ACROSS THE EXISTING ACCESS DRIVE TO CREATE A CONTAINMENT AREA FOR UPSTREAM SEDIMENT RUNOFF FROM THE PROJECT AREA. 10. CONTRACTOR SHALL INSTALL STORM STRUCTURES 10 -13 AND TIE INTO PROPOSED STORM INLET 14 TO ROUTE EXISTING UPSTREAM DRAINAGE WEST OF THE PROJECT AREA TO ENRUSRE RUNOFF FROM THE UPSLOPE AREA BYPASSES THE DENUDED PROJECT AREA. 11. CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING RCP PIPES AND STORM INLETS WITHIN THE PROPOSED BUILDING AND PROJECT AREA AS SHOWN ON THE DEMOLITION PLAN. THESE PIPES AND INLETS ARE NO LONGER NECESSARY AS DRAINAGE IS BEING PICKED UP BY THE PROPOSED NORTH STORM SEWER SYSTEM (STRS IA TO 8) AND PROPOSED SOUTH STORM SEWER SYSTEM (STRS 10 -14). 12. DEMOLISH THE EXISTING BUILDING PAD 13. CLEAR TREES UP TO LIMITS OF CLEARING AS SHOWN 14. CONTRACTOR SHALL INSTALL SANITARY SEWER ALONG THE PROPOSED ACCESS ISLE PRIOR TO DISCONNECTING THE SEWER SERVICE FOR THE WEST SERVICE BUILDING. 15. CONTRACTOR SHALL INSTALL A REDI -ROCK RETAINING WALL (SEE DETAILS ON PLANS) AND PERFORM MASS GRADING OPERATIONS. THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT ANY MASS GRADED AREA DRAINS TO PERIMETER EROSION AND SEDIMENT CONTROLS AS DEMOLITION AND GRADING OPERATIONS PROCEED. 16. CONTRACTOR SHALL REMOVE TOPSOIL AND EXCAVATED MATERIAL AND HAUL IT OFF -SITE TO AN APPROVED DISPOSAL LOCATION. 17. THE CONTRACTOR SHALL BEGIN BUILDING CONSTRUCTION UPON ACHIEVEMENT OF THE BUILDING PAD. 18. THE CONTRACTOR SHALL GRADE THE PROPOSED DRIVE LANE WEST OF THE PROPOSED BUILDING AND INSTALL REDI -ROCK RETAINING WALL AS PROGRESSION OCCURS. THE ACCESS ISLE AND RETAINING WALL SHALL BE OBSERVED BY A LICENSED GEOTECHNICAL ENGINEER FOR PROPER PLACEMENT AND COMPACTION OF FILL MATERIAL. 19. CONTRACTOR SHALL INSTALL WATERLINE AND DOUBLE CHECK ASSEMBLY. 20. CONTRACTOR SHALL INSTALL CURB AND GUTTER AND GRAVEL BASE TO STABILIZE UPSLOPE AREAS. 21. THE CONTRACTOR SHALL SEED ALL AREAS THAT WILL BE PERMANENTLY SEEDED AFTER GRADING THAT AREA WITH EITHER AN APPROVED TEMPORARY OR PERMANENT SEED MIXTURE OR SOD AS SHOWN ON THE APPROVED LANDSCAPE PLAN. 22. THE CONTRACTOR SHALL PLACE REMAINING STONE AND ASPHALT. USE PAVEMENT JOINT DETAIL SHOWN ON THE DETAILS SHEET TO TIE NEW PAVEMENT TO EXISTING PAVEMENT. 23. THE CONTRACTOR SHALL PERMANENTLY SEED OR SOD AS SHONE ON THE APPROVED LANSCAPE PLAN ALL REMAINING DENUDED AREAS. 24. 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. 25. LAND DISTURBANCE AREAS MUST BE FULLY STABILIZED AND APPROVAL FROM THE ENVIRONMENTAL ENGINEERING INSPECTOR MUST BE RECEIVED PRIOR TO REMOVAL OF E &S DEVICES. 0 dJ LO C\2 I ujo I,- Z ' O cc O 0 01 M CO C\ W W Z 0 � O Z •�b� W Cc O � W LO 'd0 �-- 00 O r� 00000 V! O O 4 �' p,LT H OF BRIAN C, MgTCHELL L ic, No, 035724 °,p 05123112 oFFSSlONA L ENG\�� r � V REVISIONS DATE ITEM 0211,3112 PER COMMEN TS rtir� V ti DATE 09/12/11 SCALE 1 " = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY C q � 0 rco v1 E O 2 U) U) i 5 Oil 0 Q) W This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. A\ © 2011 ��% Townes Site Engineering REVISIONS DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 SCALE 1 " = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY C -3 PROJ.# 20110240 SHEET # C -9 TABLE 3.31 -C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES (Revised June 2003) SEEDING RATE NORTH' SOUTH' SEED1 LAND USE SPECIES 'WA.SHRACK PLANT Minimum Care Lawn Tall Fescuel 3/1 5/1 8/15 2/15 5/1 9/1 SPECIES CHARACTERISTICS y Acre 1000 ft2 to to to to to to Tall Fescue *MUS, EXPND FL E LL WIDTH 128 lbs. General Slope (3:1 or less) 4/30 8/15 11/1 4/30 9/1 11/15 TOTAL: 150 Ibs, 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g. Noble). OATS (Avena sativa) not less than 50 lbs.) 20 lbs. 2% TOTAL: 150 lbs. 1 - When selecting varities of turfgrass, use the Virginia Crop Improvement d 2 bu. (up to 110 lbs., 2.5 lbs. X - X x - X Use for late fall seedings, winter low RYE (Secale cereale) not less than 50 lbs.) ...... ........................ Foxtail Millet August 16th through October .................. ............................... Annual Rye November through February 15th ..................... .........................Winter Rye 3 - Substitute Sericea lespedeza for Crownvetch easlt of Farmville, Va. (May cover. tolerates cold and moisture. periods, use unhulled Sericea). 50 lbs. approx. 1 lbs. - X - - X - Warm- season annual. Dies at first GERMAN RYEGRASS GE R (frost. May be added to summer (SeRM itali 60 lbs. 1 Yz lbs. x - x X - x be mixes. Will ANNUAL RYEGRASSa out odfemost tands. mow (Lolium multi- florum) 15 lbs. 5 Yz ozs. x - - X - Warm- season perennial. May WEEPING bunch. Tolerates hot, dry slopes LOVEGRASS and acid, infertile soils. May be (Erogrostis curvula) added to mixes. 25 lbs. approx. 1 Y2 lbs. X X - X X - Warm seasonal annual legume. KOREAN Tolerates acil soils. May be c LESPEDEZA added to mixes. (Lespedeza stipulacea) a Northern Piedmont and Mountain region. See Plate 3.22 -1 and 3.22 -2. b Southern Piemont and Coastal Plain. a May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. x May be planted between these dates. - May not be planted between these dates. SOURCE: VA DSWC GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, 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. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MIULCHlNG. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY DO CONSIST A 50/50 MIX OF ANNUAL RYE GRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURE GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS /11000 SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF TOPSOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY LUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY, SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IIS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMIENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL (WATER PROTECTION ORDINANCE SECTION 17 -204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17 -207B) TABLE 3.32 -D 70' (Revised June 2003) SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA SEED1 LAND USE SPECIES 'WA.SHRACK APPLICATION PER ACRE Minimum Care Lawn Tall Fescuel 95 -100% (Commercial or Residential) Perennial Ryegrass Kentucky Bluegrassl 2% 0 -5% 0 -5% O y TOTAL: 175 -200 lbs. High Maintenance Lawn Tall Fescuel TOTAL: 200 -250 lbs. v 1' Tall Fescue *MUS, EXPND FL E LL WIDTH 128 lbs. General Slope (3:1 or less) Red Top Grass or Creeping Seasonal Nurse Crop2 Red Fescue 2 lbs. 20 lbs TR SEDIMENT OF NRESS EGRESS TOTAL: 150 Ibs, Tall Fescuel 108 lbs. Low- Maintenance Slope Red Top Grass or Creeping Seasonal Nurse Crop2 Red Fescue 2 lbs. 20 lbs. (Steeper than 3:1) Crownvetch3 20 lbs. 2% TOTAL: 150 lbs. 1 - When selecting varities of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a lable indicating that they are approved by VCIA. A current turgfgrass variety list is available at the local County Extenstion office or through VCIA at 804 - 746 -4884 or at http: / /sudan.cses,vt.edu /html /Turf /turf /publications2.html 2 - Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ..................... ............................... Annual Rye May 1st through August 15th ........ ......... ...... ........................ Foxtail Millet August 16th through October .................. ............................... Annual Rye November through February 15th ..................... .........................Winter Rye 3 - Substitute Sericea lespedeza for Crownvetch easlt of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used increase rate to 30 lbs./acre. If Weeping Lovegrass is used, include in any slope of low maintenance mixture duirng warmer seeding periods, increase to 30 - 40 SOURCE: VA DSWC 41� 7 c7 -nAl)�7 'EMENT RICH-7 7 OF #7A.AY ROCK -DIVERSION DE7 A7IL BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET _-'- 0 5 �� MM WIRE SCREEN RUNOFF WATER WITH OVERFLOW SEDIMENT FF 7 7777 HI FF SEDIMENT GRAVEL FILTER CONCRETE BLOCK FILTERED WATER ° 1L4L� I- FPT O. • D WIRE SCREEN " ""' 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE. VA. DSWC PLATE 3.07 -8 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE S UPPOR T) 1, SET THE STAKES, 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. i FLOW � / _ II � ,0 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH, FLO W 4, BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA, DSWC PLATE. 3,05 -2 Sherwood and Wyant Paved construction entrance for erosion control plans STONE 1Y IVIIJ. CONSTRUCTION ACCESS 3., SM -2A AS; -MALI- TOP COURSE i %_ j' PtiVEMENT ,i ' fro N 21A ,A,G3R- EGATE` BASE PROFILE STONE 70' M =N, CONSTRUCIION ACCESS A' ASPHALT PAVED ti O / r 'WA.SHRACK �I EALSTN ; i 2% 2% ~ q� O y v 1' *MUS, EXPND FL E LL WIDTH ---P0SlPVF DIA INAGC TR SEDIMENT OF NRESS EGRESS APPING DCTr 1 OPERATIO' PLAN -12' D01NAGIL 2% TO SE (VENT [RAPPING DEVICE �.._. FILTER CLOTH SECTION A -A A nmiuntun watef tap of 1 iuiclr must be iiistalled ` -vvitl a rniiiin mi 1 iuYclt ballco& sliutaff NTaIN7e suppl�iikg a -y asli liose - vNitli a (hameter of 1. niches for adequate colistant piesslufe. was'lr Water limst be car tied away ffom the eutrauce to an approve(t settluYg area to remove se(lifueirt. All seclnueut sliall be prevented from enteiiftg stoi-m draiiis, ditches or watercourses. PAVED WASH RACK NO ' SCALE a O M C\2 V � Z.--r O C:) p � M W Z) C: W v � O 0 W LO N dt 00 O M � O Ep,LT H O' N . 1`1i, BRIAN C. MOTCHELL L.ic, No. 035724 05123112 Q o�FSS /ONAL ENG\�F. O 2 U) Y Q ti E, w q O O O W REVISIONS �DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD. # 20110240 SHEET # C -10 V� �I ti O �I ^yl ~ q� O v 1' �I N O 2 U) Y Q ti E, w q O O O W REVISIONS �DATE ITEM 0211,3112 PER COMMEN TS DATE 09/12/11 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD. # 20110240 SHEET # C -10 M 11,0 M N � �p p O d- e} cpo NO O �d'to ' Oe} NNE a��o II o � u ~ �Ea-o» F- 0) o> `I' � cn v� � ? ? cn �- ? poi it II?O rY o- > > �N ^� + d" �t II M�IIj 0 aoiku� o`�� rn .nc�o� ?O / c) U) ?ZZ E 1B EXIST�GRAO / L =43.08 j S=�0.70% I D =18 'RCP -CL SS Ili S =4.87 0 ' _ =24 "RCP -CLA III � L= 90.84 S 3.19 D =24 "R P -CLASS III � /II 18 6 �`' L= 158.78 -— Pfi�OP- 5 =2.20 � 6 W/L ° � / 32' D 24 "RCP -CLAS III w o+ d' I 29" EX. 6" SANITARY PROP 6" ' 1 � � .SANITARY 8 � L =53. 3 D =24 "RCP- LASS III STORM 1 1 I IL_ 43.38 - -� `.5 =1.57% .'.36 "EX RCP I 51 W CL 49 LO ui co 500 W SHALL T PRIOR a. WER 48 49 470 480 460 470 11+00 12 +00 13 +00 14 +00 15+00 - 1 +00 2 +00 3 +00 4 +00 510 5 +00 6 +00 Lg 5 500 LQ 49 49 Y LEGEND FINISHED GRADE A T CIL — — — — —EXIST GROUND AT CIL 48 SCALE 480 HORIZONFAL: 1 " =50' VERTICAL: 1 " =5' 1- P,' V1SS10NS DATE ITEM LJ 0217 J 12 PER COMMEN TS 04 27 12 PER COMMEN TS 470 470 REV 10 +00 11+00 12 +00 ' 10 +00 11 +00 12 +00 13 +00 14 +00 This drawing and the design shown is [ the property of Townes Site Engineering \ the reproduction, copying, or other / use of this drawing without their written consent is prohibited and \ any infringement will be subject to legal action. A Q 2011 `y' Townes Site Engineering W I�I.d. OWN N00 Nd� g �Z Q II dv~i? o�Z crime i, _ice � � / CONTRACTOF2 W o�> VERIFY INVERT a ��? � TO BEGINNING o � ._SANITA_ R Y N � j iNSTALLATI N O �w o►a-> l EX � EX �_ /STORM', SANITARY 0 N id N + � i� � " L =45.7 ' 18 SLOPE =10.00% � =Q��> / D =6 °PV a � EX PIP, L =2 .3T a TO BE - SLOPE 4.02% � � REMO D L= 61.94' D =6" VC k � � 11 SLOPF� =5.50 W o+� II + � +� D= "PVC z¢�j Q� Q ICI L 44.61' � � o � ci v �__ �-- z- - - -- 0 E =5:50 D 6 "PVC � 13 L =100.0 ' 24" SLOPE =6�2% D =6. p r � — II 29" ,I II L= 117.57' I LOPE =2.33 I► L- 2.30 D =s "PVC SANITARY EX PIPE SLOP =2.12 L= 122.09' D =� "PVC — S= 2.469' CONT�2ACTOR SHALL D= 6'PIPE VERIFjY INVERT PRIOR TO BEGINNING ALL WATERLINE T TO BE DUC I ILE IRON CLASS 52 P PIPE WITH RES R RAINED SANI ARY SEWER ^INSTALLATION M 11,0 M N � �p p O d- e} cpo NO O �d'to ' Oe} NNE a��o II o � u ~ �Ea-o» F- 0) o> `I' � cn v� � ? ? cn �- ? poi it II?O rY o- > > �N ^� + d" �t II M�IIj 0 aoiku� o`�� rn .nc�o� ?O / c) U) ?ZZ E 1B EXIST�GRAO / L =43.08 j S=�0.70% I D =18 'RCP -CL SS Ili S =4.87 0 ' _ =24 "RCP -CLA III � L= 90.84 S 3.19 D =24 "R P -CLASS III � /II 18 6 �`' L= 158.78 -— Pfi�OP- 5 =2.20 � 6 W/L ° � / 32' D 24 "RCP -CLAS III w o+ d' I 29" EX. 6" SANITARY PROP 6" ' 1 � � .SANITARY 8 � L =53. 3 D =24 "RCP- LASS III STORM 1 1 I IL_ 43.38 - -� `.5 =1.57% .'.36 "EX RCP I 51 W CL 49 LO ui co 500 W SHALL T PRIOR a. WER 48 49 470 480 460 470 11+00 12 +00 13 +00 14 +00 15+00 - 1 +00 2 +00 3 +00 4 +00 510 5 +00 6 +00 Lg 5 500 LQ 49 49 Y LEGEND FINISHED GRADE A T CIL — — — — —EXIST GROUND AT CIL 48 SCALE 480 HORIZONFAL: 1 " =50' VERTICAL: 1 " =5' 1- P,' V1SS10NS DATE ITEM LJ 0217 J 12 PER COMMEN TS 04 27 12 PER COMMEN TS 470 470 REV 10 +00 11+00 12 +00 ' 10 +00 11 +00 12 +00 13 +00 14 +00 This drawing and the design shown is [ the property of Townes Site Engineering \ the reproduction, copying, or other / use of this drawing without their written consent is prohibited and \ any infringement will be subject to legal action. A Q 2011 `y' Townes Site Engineering W I�I.d. OWN N00 Nd� g �Z Q II dv~i? o�Z crime i, _ice � � / CONTRACTOF2 W o�> VERIFY INVERT a ��? � TO BEGINNING o � ._SANITA_ R Y N � j iNSTALLATI N O �w o►a-> l EX � EX �_ /STORM', SANITARY 0 N id N + � i� � " L =45.7 ' 18 SLOPE =10.00% � =Q��> / D =6 °PV a � EX PIP, L =2 .3T a TO BE - SLOPE 4.02% � � REMO D L= 61.94' D =6" VC k � � 11 SLOPF� =5.50 W o+� II + � +� D= "PVC z¢�j Q� Q ICI L 44.61' � � o � ci v �__ �-- z- - - -- 0 E =5:50 D 6 "PVC � 13 L =100.0 ' 24" SLOPE =6�2% D =6. p r � — II 29" ,I II L= 117.57' I LOPE =2.33 I► L- 2.30 D =s "PVC SANITARY EX PIPE SLOP =2.12 L= 122.09' D =� "PVC — S= 2.469' CONT�2ACTOR SHALL D= 6'PIPE VERIFjY INVERT PRIOR TO BEGINNING ALL WATERLINE T TO BE DUC I ILE IRON CLASS 52 P PIPE WITH RES R RAINED 51 W CL 49 LO ui co 500 W SHALL T PRIOR a. WER 48 49 470 480 460 470 11+00 12 +00 13 +00 14 +00 15+00 - 1 +00 2 +00 3 +00 4 +00 510 5 +00 6 +00 Lg 5 500 LQ 49 49 Y LEGEND FINISHED GRADE A T CIL — — — — —EXIST GROUND AT CIL 48 SCALE 480 HORIZONFAL: 1 " =50' VERTICAL: 1 " =5' 1- P,' V1SS10NS DATE ITEM LJ 0217 J 12 PER COMMEN TS 04 27 12 PER COMMEN TS 470 470 REV 10 +00 11+00 12 +00 ' 10 +00 11 +00 12 +00 13 +00 14 +00 This drawing and the design shown is [ the property of Townes Site Engineering \ the reproduction, copying, or other / use of this drawing without their written consent is prohibited and \ any infringement will be subject to legal action. A Q 2011 `y' Townes Site Engineering W I�I.d. OWN N00 Nd� g �Z Q II dv~i? o�Z crime i, _ice � � / CONTRACTOF2 W o�> VERIFY INVERT a ��? � TO BEGINNING o � ._SANITA_ R Y N � j iNSTALLATI N O �w o►a-> l EX � EX �_ /STORM', SANITARY 0 N id N + � i� � " L =45.7 ' 18 SLOPE =10.00% � =Q��> / D =6 °PV a � EX PIP, L =2 .3T a TO BE - SLOPE 4.02% � � REMO D L= 61.94' D =6" VC k � � 11 SLOPF� =5.50 W o+� II + � +� D= "PVC z¢�j Q� Q ICI L 44.61' � � o � ci v �__ �-- z- - - -- 0 E =5:50 D 6 "PVC � 13 L =100.0 ' 24" SLOPE =6�2% D =6. p r � — II 29" ,I II L= 117.57' I LOPE =2.33 I► L- 2.30 D =s "PVC SANITARY EX PIPE SLOP =2.12 L= 122.09' D =� "PVC — S= 2.469' CONT�2ACTOR SHALL D= 6'PIPE VERIFjY INVERT PRIOR TO BEGINNING 0 J61iVT��FtOM- fIR€� -1/AU TfJ- EXISTIN CONNECTION TE -IN I PROPOSED BUILDING / BLDG PROPOSED G" WATERLINE / CONNECTI N �r EXIS /INS 3� ON, 0 f� LpG� � � 18 o z c:� EXISTING '4J --in jO Jw— ._. —__ -_ CQ COD W� � � �!� Q Lo Opa ca �� o N k � x �U � W � Z rn O O pJ 00 �QO;O (/INF -ZZ J MW � p� � II o �' °N NsF II k +M�ti � II It � � EX cn �- -- / +�� EX SAP R _8.05% 0 =18" CP -CLASS 111 r 0 pA EXISrIN� L= 162.59 � S =3.51 D =27 "RCP -CLASS III II � 24' II �� 13 II i � SANITARY ARY L =42.67 S =7.03% EX D =27 RCP -CLASS III I I � L= 100.95 I I S =4.02q STORM 2 D =2 "RCP -CLASS 111 I( I O O LO r� V' V Z o co CC) O N M CC) Q� W �rrcz P-11 h+. l z „ bo >> V = O Z W o�� 0 a � � lid N �'— 00 O (M L) CC) VJ N O 4 JoBRIAIN C. MITCHELL Lic, No. 035724 05123112 kSS /ONAL ti O " 1 N 1 0 U) Q DATE 09/12/11 .SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD.# 20110240 SHEET # C —I1 ALL WATERLINE T TO BE DUC I ILE IRON CLASS 52 P PIPE WITH RES R RAINED N k � x �U � W � Z rn O O pJ 00 �QO;O (/INF -ZZ J MW � p� � II o �' °N NsF II k +M�ti � II It � � EX cn �- -- / +�� EX SAP R _8.05% 0 =18" CP -CLASS 111 r 0 pA EXISrIN� L= 162.59 � S =3.51 D =27 "RCP -CLASS III II � 24' II �� 13 II i � SANITARY ARY L =42.67 S =7.03% EX D =27 RCP -CLASS III I I � L= 100.95 I I S =4.02q STORM 2 D =2 "RCP -CLASS 111 I( I O O LO r� V' V Z o co CC) O N M CC) Q� W �rrcz P-11 h+. l z „ bo >> V = O Z W o�� 0 a � � lid N �'— 00 O (M L) CC) VJ N O 4 JoBRIAIN C. MITCHELL Lic, No. 035724 05123112 kSS /ONAL ti O " 1 N 1 0 U) Q DATE 09/12/11 .SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD.# 20110240 SHEET # C —I1 O O LO r� V' V Z o co CC) O N M CC) Q� W �rrcz P-11 h+. l z „ bo >> V = O Z W o�� 0 a � � lid N �'— 00 O (M L) CC) VJ N O 4 JoBRIAIN C. MITCHELL Lic, No. 035724 05123112 kSS /ONAL ti O " 1 N 1 0 U) Q DATE 09/12/11 .SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY PROD.# 20110240 SHEET # C —I1 0 0 M N 0 N N U H a w 3 b 0 C4 0 N 3 b 0 N 0 0 Vx Q . t d t , 1 r _ I I. r I o � ►� � I I I I I � � -� \ I . ag-\ _ _ i, Cis •` �� , _�! a (► I d ICI I I\ / k klk!!Ik'kI, °1 EIIk -: .. i , f ( PARCEL 1 ~"- CMA PROPERTIES, INC. ! I PARCEL /D; 04500 -00 -00 -09480 DA T 9 O F1 L TE R Ri A I�4 j � I I� a D,B. 1465, PG. 169 1 I _ /100 M YERS ORI VE F �) 0 4 A r" �'' _ L A f I 10.84 ACRES rr� U, EXfSTING (471, 983 SQ. FT.) I MAINTENANCE }I f 6. I k �. fLOfNG - w s } _ — 3 AP R I ')F t, e I i 4 EX SANITARY ��,,.,,.,, �` jj t , BE VERI E o I Q 1 ` l `...� ""^• -- ....✓� "' '. a WC,;RE5.S7'E,� ?- LSS. , t ' i AEW SCT RIO HILL, LLC bTN,T L,4S ts9Ei�l T. , :�_ t PARCEL /D: 04500- 00- 00 -094AO ! I - si EPA _._ - �__ - F ?. f3.. X04, yG 27 t S25 35'54 "W ! ss r s s . . . 1 D.B. 3295, PG. 731 I aC, -- I4 . ... t j 1 V 465.19 3 ; ! ( 4,9 . F;' I p� 42,E .c- 49&_ — i1 -- T NSF, )RUE � t - , A R . L CON EN Z'z B 9 0 sE r upp E ID O, fill t v 0 i // } C ► °P v t APPROXIMATE_` CENTERLINE LOCATION ��,✓ �% 1 } } j I I k ; t . ' l , OF ,3O' VtPCO EASEMENT ' ^'a G1 B. 1029, PG. 54 I .. [// •ova', 1 N• .f IT m bs' i 1 i cu .. ._.,....__.. _..._......_ -.� .. \ Ord `•✓ I k / 1 L.O�o \ / k} AREA l \ III (� \�� 1 \ 0 £SIDE \ \ �' - 4 j { I I GH;T1 -N �, ✓ 50 0 ' G MRl D , ! i \ \ ��E}U1LC1A \ Y� Q); I \0 0 0 PL� JTI��[LfOCA I! } m A �/� �O W v D 104 , — �° EX 1 -1/2' EFL I }1 1 I y _ I1 °F 1 1 .,•. r \_- ..' ` of fin. <... APPROXI I m �l Al I k k MATE CEN rERLINE LOCsI r�aN L CA TI OF 20' WATERLINE EASEMENT :.... 1, x D.B. 101 PG. i R� � t \ o + E S�II�fG rR E E XIS i SG P � `' � ' EXI 6G� �, 362 ° DEALERSHIP 1 I BUILDING EXIS7NG Ft 48759 DEALERSHIP I I � 1 _ E E BUILDING � _ _. FF 495.82 T 1 v S , '� 4y FDC W XIMA TL CENTERLINE L OCA TI �a� 20 aN WATER AND ER EASEMENT SEWER a a r SP INKI R I k �R ED 2 ,. � T U ASE , I i 4 w ' E + E k.. r[T^p 1 3 ^__. _ - 9. tip- ..:.::'- „`•-"'aF`. __:._..... I I1�1 ow I ° � r F, 4 4 P 3 Y• P ` t . v ♦' .., n, a .. APRROXIMA TE L OCA� N --"'”' 1 f '� � ,, w•�, .,, � �.,, .,,,� .,�� OF 1 S ``� PCO EASE7v1EN T i - -�--•_ � `:- �., ., D.£3 95 ~P _j27 4 1 1 t , T9, "NG. \ __ 41 HOLDREN, PAUL T, OR N JEAN PARCEL ID: 04500- 00- 00 -094CO D.B. 1123, PG. 374 X 14 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LO Z o co IC\2MCC) W .� W �w C:z r n o V � o Z bo W �,.L�� . W o - 0 LIJ � '— CC) ,� o m cc) a �p UT H 67 NN BRIAN C. M TCHELL Lic, No, 035724 qp 05/23/12 Q o�FSS10NALENGw\1 � O U) REVISIONS DATE ITEM 02 13 12 PER COMMEN TS DATE 09/12/11 SCALE 1 " = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BT--) PROD. # 20110240 SHEET # l C -12 Q) q� N W REVISIONS DATE ITEM 02 13 12 PER COMMEN TS DATE 09/12/11 SCALE 1 " = 30' PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BT--) PROD. # 20110240 SHEET # l C -12 PERPORTNIANCL BASED WATER QUALITY CALCULATIONS APPENDIX 51) Worksheet I Page I of 3 STEP Determine the ,Applicable area(A)and the post - developed impervious cover I . . Applioabloarea(.1)* ._ 2.00 acres Applicable area Project area - Post- &v clopnlent impervious cover: structures - acres parting lot acres roadway = acres other: acres acres Total -- 1 65 acres 83 s -= (total post - development impervious cover E1) 100 vary from locality locality. 'therefore. The neasulijectto the e�neiiamay ry' 3 - corsult the locality for proper determination ofthis value. STEP 2 Determine tile Average land cover condition (Ip 1P �,) or time existing impervious cover (1,, - \v r tae land covorLondition (I .. ,a: It the locality has determined land cover conditions for individual watershed s within its se he v ate1jurisdiction, -shed Specific value determined by the locality as I „ <"I a 1 = 16 0o Otherwise, use the Chesapeake Bay default value: 16% 5D -5 PERFORn1ANCl, 73ASED WATER QUALITY CALCULATIONS APPENDIX aD Worksheet 3: Situation 3 Page I of 5 Surimay ol-Situation 3 criteria: liom calculation procedure STEP 1 tluu STEP 3, Worksheet 1: Applicable :u•ca (A)* = 2 . 00 acres 1p_ = (total post - development mIpervious cover:. A) x. 100 = 83 °n 16 0, o/ o or I,mrte,eheA = 1.6 0 (Total existing impervious cover A *) x too= 76 % 76 07 16 of sT EP 4 Determine the relative pre- development pollutant loath 1. Pre -doe elopment pollutant load based on the existing impervious cover: [0.05 - (0:009 X I< ,Fnog)1 x A x. 2:28 (Equation 5-17) where: L,p r 1 relative pr - development total phosphorous load (pounds per year) I „IPas = existing site impervious cover (percent expressed in whole numbers) A applicable area (acres) L = P.aro-a,m,.ra l 0:05 + ( 0.009 y 76 )I 2.00 x 2:28 3.85 pounds per year 5D -13 PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D Worksheet -3 : Situation 3 Page 4 of 5 3. Determine the pollutant load entering the proposed BMP(s) La °. [0.05 t (0.009 x Iew)] x A z 2.28 (Equation 5-23) where: LBMP `= relative post- developnent total phosphorous load entering proposed BMP (pounds per year) IBMI, = post d velopment pore nt impervious cover of 13 \4P drainage area (percent expressed in whole numbers) A = drainage area ofproposed BMP (acres) La,, [0.05 +(0.009 x 9,5 )1 0.49 x2.28 1.01 pounds per year L6MP2 ' [0:05 i- (0.009 y )I ` i 2,28 pounds per year LtomPa = [0.05 +:(0.009 :< )] x x 2.28 pounds per year 4. Calculate the pollutant load removed by the proposed BMP(s): L,. ",° = EffaNIP LAMP (Equation 5-24) where: I .,.,, = Yost - development pollutant load removed by proposed BMP (pounds per year) Ell' P - pollutant removal - efficiency of BMP (expressed in decimal four) LBnfp = relative post- developnnenttotal phosphorous load entering proposed BMP (pounds per year) 1.01 65 0.66 = pounds per year pounds per year pounds per year 5D -16 ASED WATER QUALITY CALCULATIONS APPENDIX 5D PERF'OIZflLANC)•, B Q Worksheet 1 Page 2 of 3 P:xisting nnpervious cover Deterrnin e the existing impervious cover ofthe development site if t eseat. Existing impervious cover: stmctures - acres parking lot = acres roadway = acres other: acres acres Total - 1 '2 acres i ,.jaj1e - (total existing impervious cover+ A *) x 100 76 y�o The area. should be the same as Used in STEP 1. STEP 3 D eternune time appropriate develo ment situation. 'the site information dctcnni ed in STEP I and STEP 2 providc enough information to determine the appropriate development situation under which the performance criteria ia will the appropriate pply. C he el, ( ) development situation as follows: P Situation 1: ']hisaon istsoflanddevehpmentwlerethe 'vi5ting percentimpervious coy e t I , s) is less than or equal to the average land cover condition al percent the proposed im rovements will create a tot impervious cover (1) which is less than or equal to the average land cover,wndltton(I,,, ,J- % o` IP "si io ww..a,.a '0. 5D-6 PF RFORN LANCE - BASEL) WATER Q UALITY CALCULATIONS APPENDIX 5D W orkshect 3 : Situation 3 Page 2 of 5 2.. Pre - development pollutant load based on the average land cover condition: 10.05 - (0.009 x ]cop," i)l A x 2.28 (Equation 5-16) where: Lpre(wa,. a..� relative pre - development total phosphorous load (pounds per year) average land cover condition for specific watershed or locality or the Chesapeake Hay default value of 16 %, (percent expressed in whole numbers) A = applicable area (acres) [0.05 - (0.009 :u. 16 )) x 2 .0 0 x 2.28 0.88 pounds per year STEP 5 Determine the relative post - development pollutant load (L °,d. Ll,_ _ [0.05 -1- (0.00)9 x Ip "u)1 x A 2.28 (Equation 5 -21) Where: LI_ - relative post - development total phosphorous Toad (pounds per year) FI,_ post - development percent impervious cover (percent expressed in whole numbers) A == applicable area (acres) LI,_, = 10.05 +(0.00)9 x 83 )1 x 2.00 ,- 2.28 - 3.63 pounds per year STEP '6 Determine the relative pollutant removal requirement (RR). RR - 1 ` , (0-9 x II patmuLipl) 3.63 - (01.9 , 3 .3S ) - 0.62 pounds per year or RR = L._t Lpre(_ h,d) 3.63 0.88 - 2.75 pounds per year 5D -14 PERFORD- LANCE- BASEf7 WATER Q UALITY CALCULATIONS APPENDIX 5D Worksheet 3 : Situation 3 Page 5 of 5. Calculate the total pollutamt load removed by the'BMP(s): L.. ..<dmMPt I Lrcm 03MP2 I L "W3 1 ..: (Equation 5-25) where: L ae ,d - total pollutant load removed by pioposed 13MPs L ernpr pollutant load removed by proposed BMP No. l L ,,8141? = pollutant load removed by proposed BMP No. 2 L,.m °amnm, pollutant load removed by pnoiwsed BMP No. 3 L ...... = 0.6C6 + + -... = 0 .6 F.S, pounds per year 6. Verify compliance: Lr «,,..nvwaa RR 0.66 0,,62 5D -17 PEZFORY IANCL- BASED " LZ QUALITY IIY CU(L L 'LION S APPENDIX LNDIY S D Worksheet l Taro 3 of 3 Situation 2 flits consists of land developnionl where the existing percent impervious cover V c" ( I s, „s ) rs less than or equal to the average land cover condition I and the proposed improvements °ments will create a total percent ( 1 P P 1 P supers tour Cove r (Is°,) which as reatet than the average land cover condition of r of Iposl ° l.rihnl �° X _ Situation 3 This consists of 1 and development where the existing percent impervious cover R ) is greater than the average land cover condition of 83 0, 1 r<i1 „s Situation 4 This consists of land development where the existing percent impervious cover (i , ,) is s ived by an existing sloruwater management BMP(s) that addresses water uuahty. If the proposed development meets the criteria for development ment Situation 1, than the low density level op t is considered to be the BMl and nd no pollutant removal is required. The calculation procedure for Situation 1 stops here. If the proposed development meets criteria o development Situations 2 3 or then proceed to STEP 4 on the thec�tte for P P 5 appropriate worksheet. 5D -7 r �� 1 h,Rl?O1Zi\1:4NCI, -BASED WATER IJ:YhI'I'Y C.'A ,CIJh:A'I'IONS AI l P,NDIS ab Q 1 Worksheet 3 : Situation 3' Page 3 of 5 The pollutant removal requirement(R R) for Situation 3 is the lesser of the two vahies calculated above: 62 RR = 0. xmtids P year Y ear I STEP 7 Identify best management practice (BNIP) for the site. 1. Deterninie the required pollutant removal efficiency for the site: EFF -- (R R - Lpo t ' 100 (Equation 5 -22) where: F,FE = required pollutant' removal efficiency (percent expressed in whole - numbers) RIZ pollutant removal requirement (pounds pet- year) relative post - development total phosphorous Toad (pounds per year) 0.62 3.63 ) x 100 17 ai° 2. Select BMP(s)11-or'nTable 5 -IS and locate on the site: BMP 1: FILTERRA BMP 2: BMP 3: 5D -15 6' w 6" w I INLET SHAPING (BY OTHERS) I l A- A J I II i I I I I I L ------ i-F------ -i-- , T CURB (BY OTHERS) <o SDR -35 PVC COUPLING PLAN VIEW CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST TREE FRAME & GRATE CAST IN GALVANIZED CAST IN TOP SLAB TOP -SLAB (NOT `SHOWN ANGLE NOSING FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) O0 (BY OTHERS) ..,.- STREET o r O a - I DOWEL BARS - 0 12' D.C. FILTER MEDIA PROVIDED BY AMERICAST j. PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM in UNDERDRAIN STONE PROVIDED BY AMERICAST BY AMERICAST SECTION A -A F1 DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6' -0'' 4' -0" (1) 3x3 4" SDR- 35 'PVC 8 x 4 8 " -0" 4' -0 "' (1) 3x3 ` 4" SDR -35 PVC 8 x 6 8' -0° 6' -0'r (1) 4x4 4" SDR -35 PVC 10 x 6 10' -0' , -0 °= (1) 4x4 6' SDR -35 PVC 12 x;4 12' -0" 4' -0` (2) 3x3 4" SDR -35 PVC 1 x 6 12'-0" 6'-0" x 6 SDR -35 PVC 13 x 7 13' -0" 7' -0 "' (2)'4x4 6' SDR -35 PVC MO77t RAWINGS ARE ONLY PERMOTED BY WRfiTEN AUTHORI7ATION FROM FILTERRA OPAWMG AVAILABLE. IN TIF FILE FORMAT. DATE: 09 -04 -07 1 M. FTNW -3 00289ZWY PRECAST FILTERRA® UNIT fifirrao NARROW WIDTH CONFIGURATION O H CO GU N O US PAT .8277374 CapyrigM ®20076y Ameipmt AND 6.569,321 . Activation vvwrv.tilCerra.com A. ActrvatiLii of ilie l,'ilterr:rr iudt is perfe)rrned ONLY by dic Suj7plier. Purclta r is responsible fcr' Filterral inlet ptetecixm :tnd stibseyucrlt clewt out cost, Ties P rocess cannot COITUnence until the project site is fully stabilized and cleaned (lull landscaping, grass cover, final paving %gird street sweeping completed), negating the chance 1 L.n.UVGu an materials ccrtitrunaun itz Filteira s ? .1Ln t. Care e ,;hall b e taken during construction t. n not to damage the , t , :.ti �e throat. and to1 r plates. B. Activation includes installation of >lant(s) and mulch layers a.> nccesuai 1 y ;Y Included Ntaintenance A. Each correctly installed Frlterrar unit is to be inaintained by the Sup p heir, or a Supplier approved' Contractor fora ranurnitutperiod of l year. The Cost of this ucrvicc is to ]be included in the price of each Filtem unit. Extended maintenance contract, arc available at extra cost upon request. B, Annual includcxxi nianitenivace consists of a iriaxiinum of (2) scheduled visits. "I7ie visits are scheduled seuc?rrally, the spring visit arms to clean up after winter loads= that may include salts and saride, Thp fall visit helps the systeirn by removing exc.ssive R- aflititer. C. Each Included Maintenance visit conisists ofthe following tasks. I . Filters a unit inspection 2. Foreign debris, silt, ntaileb & bash rermival 3 l`iltcr rnuia evaluation and recharge as necessary 4. Plant health evaluation and pratung or replacennent as neci)iaty 5. Rcplaccriwnt of mulch 6. Disposal of all maintenance rel'u se itemn 7. Mainteiiiiiec rec rds updatcd' and stored trcporis- available upotilreyucst) D. The beginning and ending date of Supplier's obligation to maintain the installed system s iall,be 5 4 dery tined h the Supplier tier at the tune the s ."tent is asliv� red. Owners; ruts nr d notify the rim v c a t, n r, z t ra FF y P iP ?' Supplier of airy dainage to the planes), Mush colt titutc(s) an integral pail, of the bioretentiott tc� hntology; FLUME - SLOPED CURBINLETFILTERRA TOP SLAB PRECAST FILTERRA TOWARDS FILTERRA THROAT TOP SLAB (TYP). U CLLL L FILTERRA FILTERRA THROAT LL i U OPENING (NP }� _ 4-6" FILTERRA CURB THROAT OPENING d a,° y a G . -4, PLAN VIEW STANDARD TRANSITION FROM ELEV 'A' MUST CURB AND STANDARD TO BE HIGHER GUTTER DEPRESSED (iYP) GUTTER (TYP) THAN ELEV 'B' SLOPE FILTERRA THROAT ' - -�� CURB INLET THROAT __ GUTTER FLOW GUTTER FLOW DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV'W FLOWLINE ELEV'W ELEVATION VIEW TOP STORMWATER INTERLOCKING FILTERRA UNIT 5(00.50 JOINT (TYP) STRUCTURE TOP _ 0�-- n. 0 1 IS ACTIVATED u s ,it OUTLET PIPE O N i;.I. ; .� B gg I i i ice'°'^' �" C-, g,..,,,,,,�- ' .... ,.. -_ -- ;` � k I `� LANDSCAPE PLANTING NOTES I 3 1. ALL WORK SHALL BE COORDINATED WITH THE VARIOUS TRADES. � 1 1 S25 35'54 "W j ! RED —" 2. ALL PLANTS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM ; MAPLE __._ MAPLE FINAL ACCEPTANCE. { NCE. .- I ,39,,07' 3. LANDSCAPE CONTRACTOR WILL PROVIDE OWNER WITH DETAILED m I ''� ••. ' ' i ; �,.� "' t WRITTEN LANDSCAPE MAINTENANCE INSTRUCTIONS PRIOR TO FINAL ACCEPTANCE 9 : ,= CI r 4. ALL SOIL USED SHALL BE FREE OF SUBSOIL, FOREIGN MATTER, ROOTS, 3 t , d t t � � � '_.. ., ,. •ti.-.. ra�a.7�..ww.— .°e... _.,_,.. _,._.ax.w.___ _.,_....., .... _._, I SUMP AND STONES LARGER THAN 2 IN DIMENSION _ , -,m___ P Yom- 5. DO NOT MAKE SUBSTITUTIONS FROM THE PLANT LIST. BID MATERIALS _ `v � I � N � � �- -., -- -•---- � _. n OWN ON PLANS. SIZES INDICATED ON PLAN ARE A MINIMUM. 6. THE LANDSCAPE DESIGNER RESERVES THE RIGHT TO ACCEPT OR DECLINE ANY MATERIAL THAT HE DEEMS UNACCEPTABLE. REJECTED MATERIAL _ - - Ji ! !� SHALL BE REMOVED PROMPTLY FRO M THE SITE 7. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL FROM ANY DAMAGE DUE TO LANDSCAPE WORK. r, 8. IN AREAS WHERE PLANTING OCCURS IN WET SOILS, RAISE THE PLANT 4" ABOVE THE NORMAL PLANTING DEPTH AND PROVIDE 4" OF #68 STONE AT BOTTOM J i �� OF PIT. SHAPE SURROUNDING GRADE TO MATCH. r � PPER DEC , INSIDE ,LwI G rMING _ -, u i 9 9. ALL PLANT BEDS SHALL BE MULCHED 3" IN DEPTH AND EDGED CLEANLY M' iS `, WHERE ADJACENT TO ANY EXISTING LAWN, SOD, OR SEEDED AREAS. 1 7ED )LE 10. FIELD ADJUSTMENTS MAY BE NECESSARY BECAUSE OF SITE CONDITIONS. ;7 ? MAJOR ADJUSTMENTS MUST BE APPROVED BY THE LANDSCAPE DESIGNER. 1 f 11. PLANTING PROCEDURE FOR PLANT MATERIAL SHALL BE IN ACCORDANCE ` __ _ WITH ALL DETAILS. (i f ' •..� M4 CH H LIMIT -'IN UNDER TREES \ RED I \ fiP) MAP E ` I STANDARD NOTES REQUIRED ON LANDSCAPE PLANS 0 -op <, \ I t s 0 C-9) 1 1. ALL PLANT MATERIAL SIZES AND GRADING ARE TO COMPLY WITH THE i j' LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY 4 ' I THE AMERICAN ASSOCIATION OF NURSERYMAN. y l 2. A CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT ! "' �� 1- 800 - 552 -7001. 3. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE \ ~ > OUTSIDE ;gin; GOOCHLAND COUNTY PLANNING DEPARTMENT PLANS REVIEW SECTION. / o LIGHTING MR1 % E D 4• LANDSCAPING WILL BE INSTALLED AND MAINTAINED SO AS NOT TO S , (TYP) INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREAS AND PL ra I ? RE AT THE ENTRANCE /EXIT LOCATIONS. ,� IE �: I 5. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS BY A SITE REVIEW AGENT OF THE 0 0 0 • - -- - -; t- � GOOCHLAND COUNTY PLANNING DEPARTMENT PRIOR TO RELEASE OF THE 414. a`� _ \ — CERTIFICATE OF OCCUPANCY. 1 I� 6. THE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT .r r REQUIRED PER APPROVED LANDSCAPING PLANS. DYING OR DEAD PLANT � E( ARE � � Is I � _ ��.,.�`�,�.� �� ._ -- _ E _- ....� -•- L— .�- -_, y� R' �I I : • ` ®'. ' ';. MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON. i JUNIPER PLANTINGS �i , A -M - -i __w... 7. PLANT MATERIALS SHALL HAVE A TO MATCH EXISTING �� c� .r � ALL STRINGS OR ROPES AT THE BASE OF T. THE PLANT CUT AWAY FROM THE TRUNK (INCLUDING BIODEGRADABLE BRANDS OF iil j Y / t ROPE). 8. NO LANDSCAPING SHALL BE INSTALLED THAT OBSTRUCTS ACCESS TO FIRE I I— _ _ HYDRANT OR OTHER FIRE DEPARTMENT CONNECTIONS. A CLEAR AREA OF 5' SHALL _ I a BE MAINTAINED AROUND ALL FIRE DEPARTMENT CONNECTIONS. + JI LG Ii ( MITS I I FR L-S TING d T11\ �I EX ..,: y ' BULD l ING I a I i try ;JUNIPER PLANTINGS# k` FF 487.59 kTO MATCH EXISTINIG1 M 1 ULC I LIMITS .a r '+ l I- , v " ry SS _ — — C� - a Q .. i ;'. JUNIPER PLANTINGS' I MJLCH LIMITS — b t t ATCH EXISTING `_.-- I, SO RA MULCH LIMITS J JAPONIC A EXISTING TREE TO BE R I UNDE'R,TREES _.. _...._.. - , f !j (NP) EXISTING TREE' �\,` \, REM OVEY� AND REPLACED `\ TO BE MOVED WITH SOP ORA JAPONICA I I e I `�RUPOSED 20 \ I' W A LINE EASEME I R,=' 5I w � I t I w ..y,4 ' r e'. . x • e ..' Y . : ' ..✓ r p �. —... �.. M:.,r � + 4 An ♦' ° O , R u. . Y... • r' P. s • i . de SHRUB SET ROOT BALL TOP AT EXISTING GRADE LEVEL MULCH: 3' MIN. RAIN SAUCER: USE BACKFILL SOIL 6' MIN. B & B SHRUB: ROPES AT TOP OF BALL TO BE CUT AND REMOVED. TOP J OF BURLAP TO BE REMOVED. CONTAINER SHRUB: REMOVE FROM CONTAINER AND LOOSEN ROOTS ON ALL SIDES OF BALL. EXISTING SOIL TOPSOIL MIX OR CLEAN 2.5 X BALL DIAMETER MI'iNIMUM EXISTING SOIL BACKFILL NOT TO SCALE SMALL DECIDUOUS TREE RUBBER HOSE AT BARK GUY WIRE SET ROOT BALL TOP AT EXISTING GRADE LEVEL MULCH: 3' MIN, RAIN SAUCER: USE BACKFILL SOIL 6' MIN. 3 WOODEN STAKES ROPES AT TOP OF BALL TO BE CUT AND REMOVED: TOP J OF BURLAP TO BE REMOVED, WIRED CAGE TO BE CUT BACK AS WELL. EXISTING SOIL TOPSOIL MIX OR CLEAN 2.5 X BALL DIAMETER MINIMUM EXISTING SOIL BACKFILL NOT TO SCALE EVERGREEN TREE LARGE DECIDUOUS TREE RUBBER HOSE AT BARK GUY WIRE SET ROOT BALL TOP AT EXISTING GRADE LEVEL MULCH: 3' MIN. RAIN SAUCER1 USE BACKFILL SOIL 6' MIN 3 WOODEN STAKES ROPES AT TOP OF BALL TO BE CUT AND REMOVED, TOP J OF BURLAP TO BE REMOVED. WIRED CAGE TO BE CUT BACK AS WELL. EXISTING SOIL TOPSOIL MIX OR CLEAN 2.5 X BALL DIAMETER MIINIMUM EXISTING SOIL BACKFILL NOT TO SCALE RUBBER HOSE AT BARK GUY WIRE SET ROOT BALL TOP AT EXISTING GRADE LEVEL MULCH: 3' MIN: RAIN SAUCER: USE BACKFILL SOIL 6' MIN. 3 WOODEN STAKES ROPES AT TOP OF BALL TO BE CUT AND REMOVED, TOP J OF BURLAP TO BE REMOVED, WIRED CAGE TO BE CUT BACK AS WELL: EXISTING SOIL TOPSOIL MIX OR CLEAN 2.5 X BALL DIAMETER MINIMUM EXISTING SOIL BACKFILL NOT TO SCALE ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUIPPORT THE OVERALL HEALTH OF THE PLANT. PLANT SCHEDULE SYMBOL TOTAL QUAN. BOTANICAL NAME COMMON NAME SIZE MATURE SIZE SPEC. REMARKS CALIPER HEIGHT SPREAD HEIGHT SPREAD the property of Townes Site Engineering the reproduction, copying, or other N � use of this drawing without their written consent is prohibited and Z any 4 Acer saccharum 'Goldenspire' 'GOLDENSPIRE' SUGAR MAPLE 2,5" (Min.) N/A N/A 40' -50' 12' -20' B &B Medium Deciduous 4 Acer Rubrum 'Autumn Flame' 'AUTUMN FLAME' RED MAPLE 2.5" (Min.) N/A N/A 40' -60' 30' -50' B &B Meduim Deciduous 38 Juniperous Horizontalis 'Bar Harbor' BAR HARBOR JUNIPER N/A 6" 1' 6 " -10" 6' -8' B &B Shrub O 2 Sophora Japonica "Princeton Upright" 'PRINCETON UPRIGHT' SCHOLAR TREE 2.5" (Min.) N/A N/A 40' -60' 40' -60' B &B Meduim Deciduous H 0 L BRIAN C. M4TCHELL L ic. No, 035724 °p 05123/12 O�FSS /ONAL 0 W Q GRAPHIC SCALE 20 0 10 20 40 LO ( IN FEET ) 1 inch = 20 ft. This � drawing and the design shown is '1 the property of Townes Site Engineering the reproduction, copying, or other N � use of this drawing without their written consent is prohibited and Z any infringement will be subject to legal �o action. O Z 2011 y� Townes Site Engineering H 0 L BRIAN C. M4TCHELL L ic. No, 035724 °p 05123/12 O�FSS /ONAL 0 W Q LO op V � Z '1 N � W W '-F-) UD �w Z �0 � �o O Z �.�CC) W 0 4-1 � 0 W N O LO It C3 O 00 r� V J �13 O H 0 L BRIAN C. M4TCHELL L ic. No, 035724 °p 05123/12 O�FSS /ONAL 0 W Q KL• V1 J1 UJvS• DATE ITEM 0211,3172 PER COMMEN TS 04127112 PER COMMEN TS DATE / 09/12/11 SCALE 1 " = 20' PROJECT MANAGER BRIAN C. MITCHELL, P. E. CHECKED BY IC PROJ.# 20110240 SHEET # I, L -1 q � � O � w KL• V1 J1 UJvS• DATE ITEM 0211,3172 PER COMMEN TS 04127112 PER COMMEN TS DATE / 09/12/11 SCALE 1 " = 20' PROJECT MANAGER BRIAN C. MITCHELL, P. E. CHECKED BY IC PROJ.# 20110240 SHEET # I, L -1 1 in N N Ist lc F a 4 x a 3 b C:, N 0 0 N 3 b O N O 0 a) ti w_ _ . 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FN SERIES -LOW PROFILE DoLore Type N.A. �] 1 -- i ca,ew y a I,er -..... c 1 g N tuber PRODUCT FEATURES App dq_ PRODUCT FEATURES: Ai roves by __ , Surface full cutup u Dark Sky friendly ' W / _ FN15L °Dark Sky (r endly Sk & FN 9L CROSS SECTION Park ft11n Gtar_tae'15" - CROSS SECTION CROSSSECTION SPECIFICATIONS 931• -i FNA FN15L 88 6 ' - 952" DOOR: High impact resistant, UV t bl d injection molded polyabonate ti th detachable hinge Secured to housing ' _ 1_ L w n four (4 ) captive, ,,,eased T far optional Ph hear d) t I. screw, Lens sealed w lh coe 't SPECIFICATIONS I- 931 ^"-� 1f. 1500 -,, 9.15 � HOUSING 11 gh' p tt e' t t ITV stabilized i' j t Id d polycarbonate. Ballast hour ng mar se grade de cast GASKETING Closedcel sfmn col min 99 asket 1 t6 t P of ce chour 9 4 t m alumm construction. / MOUNTING HOLES L E S oe cell neo Pone .in self clutches, gasket seals joint between house and .... ang surface acces so y sr da DOOR. H qh impact resistant TV simml zed injection molded polycarbonate uv th detachable large e Secured to housing ng �... _ 4 ]5 � u,th four 4 ca t ve recessed iorx' o o ta,al Ph'II' s head s[a nl I cr r I ( ss sale s ens. Le,s sualetl wth cosedcell P (r P P ) - - J - _ � il<o,e gasket a;d secured to door frame wth heavy gauge sta mess steel brackets 9.5 I f br h[nes ANSI 4000K ( 65 CBI m n) 6000K (6: CA I and 5700K ( 70 CBI ' he LED arra Y SeeO Options GASKETING Closed' cell slcone 0 min 9g askelsel s l anibet w e t pay borate hoai n and d cast 1 CRl lamp ova 120-2 7IVAC 347V High Po f [lecturer Dmmn ConstamC [d' .12027]VAC SO fiOHZ Or ' SURFACE ER - , iturn ballast h 9 dI t between of carbonate housing and P of carbonato lens frame aembl Thick gauge, die t MOUNTING HOLES MOUNTING HOLES 2 3/4" NPS -2 closed II ll If- dl gasket seals'o joint between house and mount d surface P 9 I 9 9 spry side s (Plugged) sids Pugge Once four ' t mounted t II (required for Peace f lx' d G t ( t ) d t adopt' r P q Die u ck ( 'th hook and Zack me ban Q- k t I t sells t II f t b it Ilxture 9 9 ( ) 9P Y condo it adapter P _ - ELECTRICAL: C fluorescent t 120 2771347 and dual volts a ballasts high ow factor t0Y TIID HID ( ) 1L / � ' 4.75" ballasts high oveer factor Metal halide to s true ul e start technology hocks,c S sorbs r medium hale lam J P P P s al 9Y 3 P sockets provided Ear HIO lamps. See Lam Type for electronic metal halide ballast o flan. LED: Replaceable high - P P YP P 1_ �� - E _ - }t J � i -- s_r_ '� : 6.2 %� 5 - askelsandt threaded C 1 0 f t mounted awl! (required ( 9 1 d u ed P f P1' d P P lop Guarantee II quick (hook mounting - and - l k ) p b'I' Y asdesc r 6ed'nthelrt lit t obeys. bri hr ANSI 4000K 65 CRI min), . SOOOK 65 CRI d STOOK 70 CRI m n w; ( ( ) ( ) Ile LCD ,troy, lions for 9 P Y 6.25" '1 (Not Plugged) night CRl 'I hilt 9 347- High Power Factor Elect 0 C i t C i d 120 277- C 50 6 H 9 9 A 0 zor SURFACE ADAPTER SUR'.FACE ADAPTER ' .. 347-2 6MA 1 347-2 -60 c H P t 2 3/4" NPS -2 U 2 3/4" NPS -2 > and intal sum nous flux. INSTALLATION F t factory d d includes 16 i' I r I quick plate. gauge 9 9 If d s(Pl ugged) 5( 'des (Plugged) ��. zoo'��,� p-t idt II( q' df P I Mild G t -1 f d'1 adapter _ _- 'Llow aluwsq k t 9 thl k- dl k el Q'k t gplt bit t 1l(f t by the)fxal, � Lamp Type (Qty /Bdlldst/VOIt /Starting Temp) attach [ I gplme wth i.vo (2) captiv iorx'•(or optowl Ph'll'ps head) screw which ' ;re car sealed but 1e, LL 26L40K 26 Watt,Li LED access ble from bottom. il 0 tic S stem 26L57K 26 Wait 5700K LED SURFACE ITAOAPTER ACCESSORY li - d d - t t t d d' t ( ) 9 ., - F -13 50 type any P t n scroll dt / and two d threaded art 0 f t mounted u dt P fM ( tl 9 P P q 10 65 - 347' 347 Volts (AValable wthone lamp, or LED Only) 4N Type LED anI 15" YP ( Y) a Guarantee II tick mounting hook dl k hilt described '' the Installation stn b e e9 9 capability 1 3/4 NP5,1 1 344 NPS () Lens T a 26L57K 26 Watt SOOOK LED Type 7 .187 Clear Pal carbo fate 2615]K 26 Watt STOOK LED y LISTINGS TEL And CUT listed forletet LocaCon. UL le,tifild IP64 Fee IEC 60598. IESNA designated Prat c - r IDA (Not Plugged) (Not Pugged) A Zs0 Clear Tempered Glass SOLSOK SO WZit SOOOK LED A rot d'D kSk F' dl Fx tr All Kenall LL mn're NA pp y y t e a tested w the TES LM 79 08 standard q eo ° 1- • I - 6.25" BOL40K BO Natt 4000K LED wall ectrorad'ometr c measurements Ipr CRI and CCT as rve as C hommetrt measurements for I' hi n d stn buttons sP 9on p 9 9 ute C, 625' L_�J <) \' MB Matte Black BOL57K 80 Watt 5700K LED and total hu nous flux. -1_ Ace OB Dark Bronze 32P 32hJat1 PLT (72/RS(120277347/0 °F) SOQL SOW t[DCBy net Base Qua tz tamp (IS only) .-- zoo °..L, 9500 T Screwdriver ' SOM SO Watt DlH (I/HPF/120277,347/ -20 °F) 50S 50 Watt UPS (71HPFI1202773471 -40 °F) ORDERING INFORMATION!� 70M 70 Watt MH (i HiPFII 202 ;7,347/ -20°F na earn LED Opens 70ME 70Wau MH(VIN120,277120 °F) Model OP0c Sy4mr Lens Type Finish LamPType IampiNan69 1 IE == - -� Model Lam T e t /8 al last/Volt /S ar n T P YP (QY t t g emP) Lame Type) 9" FN9L 9 Full Cutoff Law Profile 9" 1 Ora 1 One to np uto 26140K 2d Wait 000K LED wo amps 2261.50K 26 Wa0 5 500K LED Optic System 26L5]K 26 W, 5700K LED Voltage 2 Type 11 ,so iB wan QLid(2/RS/120277,34710 °F) 120 120 Volts 26P 26Watt LT(1,2JRS /120/277,34710 °F) 277 27]VOlis SELECT VQ)LTAGE 4 Type lV 32P 32 Watt PIT O JR5/120 /277,34710 °F) 347' 347 Vohs Av la l w h n e ( a,be to ameprLEOpnv) DV 120 277- It fl e c ED only) ( senou y) Pe only, 261-401 2fi W [[ 4000K LED 0 [ P Lens T 26LSOK 26 Watt 5000K LED YP 2C T Crt' Quantity I na', LED 9 ( P Q ry Y u,& 2L a )f ) 7 187 CI P I arbonate 26L57K 26 Watt F700K LED 1, F F5 5 us &H Id 9 SOLdOK 50 Wat[ 4000K LED lEL Ii E Y B Battery ry B a Backup A . 5L5K 50 Wa ,BOOK LED hie win 26 Wall LED FIAT 5) 'g iD VeHID 5OL57K SO Watt 5700K LFD PH Phillip, Head astn OL40K 80 Wall 4000, D L Q R C Ho C Id a rtzft s tk e ( 15 m nl V ) ( HlD OnI V ) 80 SOOOK Finish 80LSOK N att ED 52 Two Quartz sockets mad. SOW ea. 15" call HID onl B 26L57K 80 Wau Quad L,ED M Malts Rack Mw mlatew to SELECT FINISH 26 26 wan Quad 12/BSn 20277347 /u °F Q Q ! accessories 32P 32 Watt PLT 1 21RSI120 277 347/0 °F DB Da'k Bronze ( ) 50 L 50 Watt DC Bayonet Base t a Iz Lam 15" onl Q y Q p( yl CC Custom Color (Consul[latmry) 42P 42 Nutt PLT(1,2 /RS/120,277,347/0 "F) 9500 Torxa Saewdr'yer SOM SO Watt MIT (I /HPF120,277,347F20 °F) SA 0'e Cast Surface Adapter 70M 7D Watt MH 1l HPF/I20277,347120 °F) 'nla with LED Option 70ME 70 Watt MH (l /EB /120.2 772 20 "F) 705 70 Watt H11 (I IHPF1120277,347/ 40 "T) w. kLe all eo P 800 "4- Kemall F 84].360.1781 1020 Lakeside Drive Gurnee Illino, s 60031 ``__��'' 1 V r� n.ed <omwo n.,..r. too .a ..e..t,: ,ocrt.r .4. o.a 1.1- 1 ,,mow -Arxe. far ,ml, te.-I e.m.. c sou K.ea "'m eASr9..s.......e. THE STRUCTURE SHALL BE DESIGNED SO THAT THE LIGHT FROM ALL VEHICLE HEADLIGHTS AND ALL LIGHTING FIXTURES WILL NOT ROUTINELY SHINE DIRECTLY OUTSIDE THE STRUCTURE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. Prepared by: LIGHTING VIRGINIA CENTRAL 40OG -2 Southlake Blvd. Submitted by Lighting Vircli nia- en r c t a Catalog Number: • FN9L -2 A- Xx- 32P =2 -XXX Type: M . ,, s " " Job Name: LIGHTING ,,. Colonial Nissan [MANUFAC] Description B VIRGINIA Architect Freeman Morgan (RICHMOND) SINGLE 5000 1.000 'O,,dNF` " "' FN15L- 4 -70M -1 -120 N41e9•: ( , ''4 .. � SINGLE 4800 1.000 ) . 41"' 4 =„ IV. CtNYT2c.Lta Site Illuminance PROTECT INFORMATION ` No c bL us IP64 1� MILLENIUM FINITE'" -- lob Namr -- _ - FN SERIES LOW PROFILE N.A. �] Fell,,,, Type -- i [~ c 1 g N tuber PRODUCT FEATURES App dq_ -- -- n Sudace II i 9 Se 15" full cutoff __ - _ u Dark Sky friendly ' W Fill FN15L n Peace of Mind Guarantee' CROSS SECTION CROSS SECTION FN9L i - -1 6" ,1 59 2" SPECIFICATIONS 931• -i gr h imp t resistant, UV t b' I' d' injection ra ided p' oly o nat to Ballast housing marine grad e d e cast HI USIING High j ... on construction. " "I I / DOOR: High impact resistant, UV t bl d injection molded polyabonate ti th detachable hinge Secured to housing ' 1 I ( � w n four (4 ) captive, ,,,eased T far optional Ph hear d) t I. screw, Lens sealed w lh coe 't C � silicon, gas ket old secured to door (a ne with hevy, 9 L stainless reel c ackets 9.15 � -120 GASKETING Closedcel sfmn col min 99 asket 1 t6 t P of ce chour 9 4 t m ballast house and I and beven of ab h z n9 and P f ca mil sinate lers f.am eas blV .Th k 9 g die cut o MOUNTING HOLES MOUNTING HOLES L E S oe cell neo Pone .in self clutches, gasket seals joint between house and .... ang surface acces so y sr da talent ado te ELECTRICAL Fluorescent ,Ia,lup, I, 120C 77134 ] d dual voltage ballasts h' high t HHID _ 4 ]5 � ] 5" n10^ ballass high power factor Me t bar d P P rise star)tech 9Y Sh k long, base lam P t _ sockets pray ded for HID lamps See Lamp type berrs etlrocmeal hali de bal,st op[on. LED: Foci ... able hgh -) • 6 2 br h[nes ANSI 4000K ( 65 CBI m n) 6000K (6: CA I and 5700K ( 70 CBI ' he LED arra Y SeeO Options 625 1 CRl lamp ova 120-2 7IVAC 347V High Po f [lecturer Dmmn ConstamC [d' .12027]VAC SO fiOHZ Or ' SURFACE ER SURFACEADAPTER N 347VAC 60P i (2 ) 3!4" NPS -2 2 3/4" NPS -2 INSTALLATION Ft factory ,rdnld 9 kid 16 9 9 r I .: steel q k t 9P ate. ' side s (Plugged) sids Pugge Once four ' t mounted t II (required for Peace f lx' d G t ( t ) d t adopt' r P q Die u ck ( 'th hook and Zack me ban Q- k t I t sells t II f t b it Ilxture 9 9 ( ) 9P Y attaches o t t I le with tuna 2 captive Ter %" o o to,zl Pli II I d semi ws svl' I I g p () p (r e t a e ca tea ed but P P ) 1 -. :4' a[Cess be from bottom. / i P SURFACE CONDUIT ADAPTER (ACCESSORY): Examine nee die cast alt m num,neg re, includes de alt 9 `� ':- - 3.50' askelsandt threaded C 1 0 f t mounted awl! (required ( 9 1 d u ed P f P1' d P P lop Guarantee II quick (hook mounting - and - l k ) p b'I' Y asdesc r 6ed'nthelrt lit t obeys. 10 65' - - -- (1 ) 3/4 NIPS (1 ) 3/4 NP 5 (Not Plugged) (Nat Plugged) LISTINGS. UL dCUL listed ( WtL.t UL certified 4 I t P6 p EC 60598.IE5VA designated II t off IDA Approved Dark Sky Friendly ' F t II Kenall SSIL Lani Are plead to the IESNA Led 7908 standard egorng r "FI -F' ' .. spectrorad t' measurements for CRI and CCT swell as yon cphotometrC measu e.. sets for I'ghi ng d'su'hotons 6 ZS 125" and intal sum nous flux. 11 I ��. zoo'��,� -5.00 - -, ORDERING INFORMATION ��I Model OP6c S,sBnn Lens Type Finish Lampiype Lamp Qawalu6y I j Lamp Type (Qty /Bdlldst/VOIt /Starting Temp) Lamp Quantity (See Lamp Type) 111L 9 Full Cutoff law Profile 2 26L40K 26 Watt,Li LED 2 hvo lamps 26L50K 26 Watt 5000K LED 0 tic S stem 26L57K 26 Wait 5700K LED Voltage 2 Type 11 18Q 18 Watt Quad QRS /120/277,347!0 °F) 120 ;'7'1 Volts type any P t n 271 Valts SELECT VOLTAGE 4 Type IV 32P 32WZtt PHiHll /120/277,347/0 °F) 347' 347 Volts (AValable wthone lamp, or LED Only) 4N Type LED anI 15" YP ( Y) DV 120277 Vo16(flu ...... or or LED silly) 26L40K 26 Watt 4000K LEO Ot P Lens T a 26L57K 26 Watt SOOOK LED Type 7 .187 Clear Pal carbo fate 2615]K 26 Watt STOOK LED y 2C i C e&H. 2Lam mil ( Quantity only) n'a in LED 9 PQ 1( 1 FS Else & Holder I 5Ol40K 50 Walt 4000K L D E Integral LEL t g Emergency Battery Backup A Zs0 Clear Tempered Glass SOLSOK SO WZit SOOOK LED (Available 'wih 26 Wall LED FNIS) STD w/HID SOL57K ris Watt 5700K LED ( ) PH Ph If s Head Fasteners P BOL40K BO Natt 4000K LED QRC HoVCOId Quartz Resin ke (IS only) (Hip only) Finish 8OLSOK 80 Watt 5000K LED Q S2 two Qql sockets ( ma SOW ea. ) (I s only) (lilts Y MB Matte Black BOL57K 80 Watt 5700K LED M W Matte White SELECT FINISH 26 26 WA Quad 72RS112o277347/0'•F Q Q (. Ace OB Dark Bronze 32P 32hJat1 PLT (72/RS(120277347/0 °F) SOQL SOW t[DCBy net Base Qua tz tamp (IS only) CC Cuitam Calks, (Consult factory) 42P 42 Watl PLT(I, 111111 10,271,1171()°F) 9500 T Screwdriver ' SOM SO Watt DlH (I/HPF/120277,347/ -20 °F) 50S 50 Watt UPS (71HPFI1202773471 -40 °F) SA Die Call Senate Adapter 70M 70 Watt MH (i HiPFII 202 ;7,347/ -20°F na earn LED Opens 70ME 70Wau MH(VIN120,277120 °F) 70S 70Watt LOS (IHPF /120 27 7 3471 40 °F) ww kenaiLco P 800 4 Kenall F 847-360-1781 ill 10 20 L k -d Dnve Gurn a Hillock 60031 - 110 °�f,�' "°n,,.,.,. min t° ",. ,h�,l,,,u6.r.1.r P P ..1- 1,11ww,v.l",. ...Iur.1...I ......,,xe III a 9_1s 051412 en Richmond, VA 23236 3. PLAN DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY Tel: 804 - 379 -7777 SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL PROJECT INFORMATION www.lightingvirginia.com (CEILING HEIGHTS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. NOTES: 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS BY OTHERS. OPERATING 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGIiNIA. VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURERAND CATALOG NUMBERS LISTEDI IN 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE LUMINAIRE SCHEDULE. SUBSITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCURE SIGNIFICANTLY DIFFERENT THE OWNER'S REPRESENTATIVE. RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBIL.ITY 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN OF ANY CONTRACTING FIRM MAKING A SUBSITUTION, AND MUST MEET DESIGN CRITERIA AND COMPLY WITH ANY THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED APPLICABLE JURISDICTIONAL CODES. OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description 11 13 A full SINGLE 5000 1.000 KENALL LIGHTING FN15L- 4 -70M -1 -120 I D � 19 B full SINGLE 4800 1.000 KENALL LIGHTING FN9L -2 -32P -2 -120 Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max/Min Property Line p Y Illuminance Fc 0.03 0.3 0.0 N.A. N.A. Roof deck Top Illuminance Fc 1.42 31.2 0.0 N.A. N.A. Site Illuminance Fc 0.38 2.8 0.0 N.A. N.A. �] #41- GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 0 LO I (n min V rl-- Z or C\2 ,---, o- a) 0 M N M CC) M W 11 W.r.l ;� • t� I:16 I X W U r �, Z - bt ;�4 i �E.� 1"'I `V O () = I M 0 Z. Cr.,� F--i I r"-1 • i O T W tt'' I-4 I'-4 t- a) 0 T 0 W L O � ...y Lei.! A\ V' 1 Y \�6/ O - (�M,M r \ �/ N O 1� �� , H pF lr r JXI�A- BRIAN C. MITCHELL Lli No, 035724 °p 05/23/12 o�FSS /ONAL ENG\� O 2 U) < DATE 1CL'' Ili U1V J' ITEM III � 04127112 PER COMMENTS I Q-1 ,,--I Q4 Q4 14 q O N N N � [~ ^4 � Ii-4I O DATE 1CL'' Ili U1V J' ITEM 02 13 12 PER COMMEN TS 04127112 PER COMMENTS 0512,3112 PER COMMEN TS DATE 09/12/11 SCALE 1 " = 20' _--i"") PROJECT MANAGER BRIAN C. MITCHELL, P.E. CHECKED BY ( _____) PROJ.# 20110240 SHEET # LT -1