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HomeMy WebLinkAboutWPO201400072 Plan - Stormwater 2014-12-18SHEET INDEX: O O O r C -1.0 CIVIL COVER SHEET C -1.1 BOUNDARY & TOPOGRAPHIC SURVEY C -4.5 SITE & STORM SEWER DETAILS C -4.6 STORM SEWER & BMP DETAILS C -4.7 STORM SEWER & BMP DETAILS C -4.8 STORM SEWER & BMP DETAILS C -5.0 LUXOR ROAD EXTENSION PLAN & PROFILE A C -5.1 LUXOR ROAD EXTENSION PLAN & PROFILE B C -5.2 STORM AND SANITARY SEWER PROFILES DM -1.0 PRE - DEVELOPED DRAINAGE AREA MAP DM -2.0 POST - DEVELOPED DRAINAGE AREA MAP A DM -3.0 POST - DEVELOPED DRAINAGE AREA MAP B DM -4.0 POST - DEVELOPED DRAINAGE AREA MAP C SITE STATISTICS: ADDRESS: 1626 RICHMOND ROAD ZONING DISTRICT: HC (HIGHWAY COMMERCIAL) DISTRICT TAX PARCEL NUMBER: 07800- 00- 00 -055A2 OVERLAY DISTRICT: EC (ENTRANCE CORRIDOR) DISTRICT MAGISTERIAL DISTRICT: RIVANNA CURRENT USE OF SITE: VACANT BUILDING WITH PARKING LOT PROPOSED USE OF SITE: RESTAURANT WITH DRIVE THRU SITE AREA: 80,053 S.F. OR 1.84 AC. OPEN SPACE: 25,648 S.F. OR 0.59 AC. F.A.R.: 6% PARKING AND ACCESS AISLES: 22,900 SF DISTURBED AREA: GAS UTILITY OUTSIDE PUBLIC R /W: 102,323 S.F. OR 2.35 AC. WITHIN PUBLIC R /W: 17,984 S.F. OR 0.41 AC. TOTAL AREA OF DISTURBANCE: 120,307 S.F. OR 2.76 AC. PRE - CONSTRUCTION AREA STATISTICS: 10 AREA OF INTEREST: 111,450 S.F. OR 2.56 AC. TOTAL IMPERVIOUS AREA: 65,289 S.F. OR 1.50 AC. (59 %) TOTAL PERVIOUS AREA: 46,161 S.F. OR 1.06 AC. (41 %) POST - CONSTRUCTION AREA STATISTICS: CANOPY REQUIRED AREA OF INTEREST: 111,450 S.F. OR 2.56 AC. TOTAL IMPERVIOUS AREA: 63,400 S.F. OR 1.46 AC. (57 %) TOTAL PERVIOUS AREA: 48,050 S.F. OR 1.10 AC. (43 %) BUILDING COVERAGE: 6,220/111,450 = 6% PAVEMENT /SIDEWALK COVERAGE: 57,180/111,450 = 51% SITE CANOPY REQUIREMENTS: GAS UTILITY PARKING LOT 1 TREE PER 10 SPACES: VIRGINIA DEPARTMENT OF NUMBER OF SPACES 64 TREES REQUIRED 7 TREES PROVIDED 10 PARKING LOT LANDSCAPE COVERAGE: COVERAGE REQUIRED 1,145 SF (5 %) COVERAGE PROVIDED 1,482 SF (6.5 %) TREE CANOPY COVERAGE LOT AREA OUTSIDE EASEMENTS 62,621 SF_ CANOPY REQUIRED 6,262 SF (10 %) CANOPY PROVIDED 9,230 SF (15 %) REFUSE COLLECTION: PRIVATE WATER SERVICE: PUBLIC DOMESTIC WATER DEMAND: 60 GPM (MAXIMUM) FIRE DEMAND: 2,000 GPM SPRINKLER DEMAND: N/A SEWER SERVICE: PUBLIC SEWER DEMAND: 50 GPD / SEAT * 116 SEATS = 5,800 GPD (AVERAGE) 6.04 GPM 434 - 984 -1521 5,800 GPD x 2.5 (PEAK FACTOR) = 14,500 GPD (PEAK) 15.10 GPM FRONT YARD SETBACK: 30 FEET (RICHMOND ROAD) LEFT YARD SETBACK: 20 FEET (N. PANTOPS PRIVATE DRIVE) RIGHT YARD SETBACK: 20 FEET (FROM ACCESS ROAD); OTHERWISE 10' REAR YARD SETBACK: 20 FEET (FROM ACCESS ROAD) LANDSCAPE BUFFER WIDTH 10 FEET ACCESSORY STRUCTURE HEIGHT(S) 8.92' (STORAGE ROOM AT REFUSE ENCLOSURE) HEIGHT OF BLDG 22.64 FEET. IF GREATER THAN 35 FEET IN HEIGHT, SETBACK INCREASES 2 FEET FOR EACH 1 FOOT OF HEIGHT OVER 35 FEET ACCESSORY STRUCTURE: 6 FEET SIDE AND REAR YARD # OF BLDG STORIES 1 VERTICAL DATUM: NAVD 88 HORIZONTAL DATUM: DEED BOOK REFERENCE - GRAVEL D.B. 1138, PG. 469 -PLAT BENCHMARK: STATION 122 GPS DERIVED ELEVATION (NAVD 88) = 523.4 FLOOD ZONE THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE DESIGNATION(S) "X "(AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), MAP NUMBER 51003CO289D, EFFECTIVE DATE: FEBRUARY 4, 2005. PARKING REQUIRED 13 SP. PER 1000 SF (4,835 SF) 63 PARKING PROVIDED ON SITE: 9'x18' (90° STALLS): 10'x18' (90° STALLS): 8'x18'(90' ACCESSIBLE PARKING STALLS): TOTAL PARKING SPACES PROVIDED: LOADING SPACE/ AREA: 55 6 3 (2 +1 VAN ACCESSIBLE) 64 1 ALBEMARLE COUNTY GENERAL GENERAL 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 THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMITS 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 STABILIZE 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 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). UTILITY CONTACTS: TRAFFIC ENGINEERING GAS UTILITY AGENCY: VIRGINIA DEPARTMENT OF AGENCY: CHARLOTTESVILLE GAS CONTACT: TRANSPORTATION, CHARLOTTESVILLE ADDRESS: 305 4TH ST NW, CHARLOTTESVILLE, EMAIL: RESIDENCY STORM DRAINAGE & EROSION CONTROL VIRGINIA 22903 ADDRESS: 701 VDOT WAY, CHARLOTTESVILLE, VA CONTACT: IRENE PETERSON 401 MCINTIRE RD, NORTH WING, 22911 PHONE: (434) 970 -3812 CONTACT: JOEL DENUNZIO, P.E., RESIDENT FAX: (434) 970 -3817 434 - 972 -4126 ENGINEER EMAIL: PETERSON @CHARLOTTESVILLE.ORG PHONE: 434 - 422 -9373 ® DROP INLETS FAX: 434 - 984 -1521 ELECTRIC EMAIL: JOEL. DEN UNZIO @VDOT.VIRGINIA.GOV AGENCY: DOMINION VIRGINIA POWER (DVP) SANITARY SEWER & WATER AGENCY: ALBEMARLE COUNTY SERVICE EMAIL: MKOSLOW @ALBEMARLE.ORG ADDRESS: 1719 HYDRAULIC ROAD, CHARLOTTESVILLE, VA 22901 CONTACT: A. J. BOWMAN PHONE: DIRECT- (434) 326 -2348/ (540) 752 -2064 TELEPHONE AND INTERNET SERVICE AGENCY: AUTHORITY ADDRESS: 168 SPOTNAP RD, CHARLOTTESVILLE, ADDRESS: VA 22911 CONTACT: ALEX MORRISON, CIVIL ENGINEER PHONE: 434 - 977 -4511, EXTENSION 116 EMAIL: AMORRISON @SERVICEAUTHORITY.ORG STORM DRAINAGE & EROSION CONTROL AGENCY: COMMUNITY DEVELOPMENT, CONCRETE ENGINEERING DIVISION ADDRESS: 401 MCINTIRE RD, NORTH WING, CHARLOTTESVILLE, VA 22902 CONTACT: MICHAEL KOSLOW, CIVIL ENGINEER II PHONE: 434 - 296 -5832, EXTENSION 3297 FAX: 434 - 972 -4126 EMAIL: MKOSLOW @ALBEMARLE.ORG ADDRESS: 1719 HYDRAULIC ROAD, CHARLOTTESVILLE, VA 22901 CONTACT: A. J. BOWMAN PHONE: DIRECT- (434) 326 -2348/ (540) 752 -2064 TELEPHONE AND INTERNET SERVICE AGENCY: CENTURYLINK (OTHER OPTIONS AGENCY: AVAILABLE) ADDRESS: NOT IDENTIFIED ATTHIS TIME CONTACT: TROY HARDING PHONE: (434) 974 -6928 CABLE 'CHICK - FIL -A, INC. AGENCY: COMCAST (OTHER OPTIONS OASPHALT AVAILABLE) ADDRESS: NOT IDENTIFIED ATTHIS TIME CONTACT: NOT IDENTIFIED ATTHIS TIME PHONE: (800) 266 -2278, CALL TO ARRANGE EMAIL: STARTUP. SITE DEVELOPMENT PLAN m %so ,Own STOR E #03187 AT 1626 RICHMOND ROAD ALBEMARLE COUNTY, VIRGINIA 22901 SITE n' F ,�P J �P0,9O OHO �e o 250 64 VICINITY MAP SCALE: 1" =2000' DEVELOPER: NAME: 'CHICK - FIL -A, INC. ADDRESS: 5200 BUFFINGTON ROAD OASPHALT ATLANTA, GA. 30349 CONTACT: MATTHEW STELLMAKER PHONE: (404) 684 -8654 FAX: (404) 765 -8954 EMAIL: MATTHEW .STELLMAKER @CHICK- FIL -A.COM BMP DATA: RUNOFF FROM THE SITE SHALL BE CONVEYED THROUGH ON SITE FILTERRA SYSTEMS NOTE: PROPOSED FRANCHISE UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE: A VPDES GENERAL PERMIT REGISTRATION STATEMENT- CONSTRUCTION ACTIVITY STORMWATER DISCHARGES (FORM DCR 199 -146) HAS BEEN SUBMITTED FOR THIS PROJECT AND A CONSTRUCTION GENERAL PERMIT (HEREINAFTER REFERRED TO AS THE VSMP PERMIT) IS ANTICIPATED TO BE ACQUIRED PRIOR TO AWARD OF THE CONTRACT FOR CONSTRUCTION SERVICES. THE VSMP PERMIT IS ISSUED TO THE CONSTRUCTION OPERATOR IDENTIFIED IN THE GENERAL PERMIT REGISTRATION STATEMENT(. THE GENERAL PERMIT REGISTRATION STATEMENT IDENTIFIES THE CONSTRUCTION OPERATOR FOR THIS PROJECT TO BE: J. GREGORY DODD, P.E. BEFORE ANY LAND DISTURBING ACTIVITY CAN BEGIN, PERMIT COVERAGE SHALL BE TRANSFERRED FROM THE ENGINEER TO THE PERSON WHO HAS DAY -TO -DAY OPERATIONAL CONTROL OF THE ACTIVITIES AT A PROJECT THAT ARE NECESSARY TO ENSURE COMPLIANCE WITH A STORMWATER POLLUTION PREVENTION PLAN FOR THE SITE OR OTHER PERMIT CONDITIONS (I.E. THE GENERAL CONTRACTOR). THE GENERAL CONTRACTOR AWARDED THIS PROJECT SHALL SUBMIT AN ORIGINAL SIGNED VSMP GENERAL PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES (VAR10) TRANSFER AGREEMENT (FORM DCR 199 -191) TO THE DEPARTMENT OF CONSERVATION AND RECREATION (DCR). THE ORIGINAL SIGNED / EXECUTED FORM SHALL BE SUBMITTED VIA MAIL TO THE DCR AS REQUIRED. THE TRANSFER AGREEMENT (FORM DCR 199 -191) IS INCLUDED IN THE APPENDICES OF THE STORM WATER POLLUTION PREVENTION PLAN (APPENDIX M). APPLICATION FEES FOR THE VSMP PERMIT HAVE BEEN PAID AND NO ADDITIONAL FEESARE REQUIRED TO EXECUTE THE TRANSFER AGREEMENT. HORTON & DODD Surveyors • Engineers a PI 300 GEORGE WASHINGTON HWY. CHESAPEAKE, VA 23323 PH: 757 - 487 -4535 • FAX: 757 -487 P•C. anners NORTH CONDITIONS OF SPECIAL USE PERMIT SP2013 -0020 : 1. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE FOLLOWING PLANS PREPARED BY HORTON & DODD, PC: SHEET C -2.0 "LAYOUT PLAN OPTION 16-25-13" DATED 6/6/13 (HEREAFTER "LAYOUT PLAN "), SHEET L -1.0 "LANDSCAPE PLAN" DATED 10/14/13 (HEREAFTER "LANDSCAPE PLAN "), AND SHEET C -3.0 "GRADING AND DRAINAGE PLAN" DATED 7/5/13, AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN GENERALACCORD WITH THE SPECIFIED PLANS, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS AS SHOWN ON THE PLANS: • BUILDING LOCATION, ORIENTATION AND MASS • RELATIONSHIP OF DRIVE -THRU LANES TO THE BUILDING AND THE PARKING LOT • LOCATION AND GENERAL CHARACTER OF LANDSCAPING • RELATIONSHIP OF RETAINING WALLS TO THE BUILDING AND LANDSCAPING MINOR MODIFICATIONS TO THE PLAN T^ ^ ^ " " " " ^'^ T" ` ONDIT'^N 4 -3 ND THAT DO NOT OTHERWISE CONFLICT WITH THE ELEMENTS LISTED ABOVE, MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE. 2. DRIVE -THRU WINDOWS SHALL BE LIMITED TO ONE (1). 3. A. BYPASS LANE -SH141-1- M-PROVIDIFD FOR T-WE PRIVE -TWRW WINDOW, TWF PULL �ENQTH OF THE 4. THE APPLICANT IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF CONTROL DEVICES INCLUDING BUT NOT LIMITED TO SIGNAGE AND PAVEMENT MARKINGS ATTHE ENTRANCE AND EXIT POINTS OF THE DRIVE -THRU LANES, SUBJECT TO COUNTY ENGINEER APPROVAL TO ENSURE APPROPRIATE AND SAFE TRAVEL PATTERNS. 5. THE USE SHALL NOT COMMENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF APPROPRIATENESS BY THE ARCHITECTURAL REVIEW BOARD. 6. THE USE SHALL COMMENCE ON OR BEFORE [DATE TWO YEARS FROM BOARD APPROVAL] OR THE PERMIT SHALL EXPIRE AND BE OF NO EFFECT. TOLERANCE NOTE: CONTRACTOR SHALL INSTALL ALL UTILITIES TO THE TOLERANCES REQUIRED BY ALBEMARLE COUNTY AND AS SHOWN ON THESE PLANS, SPECIFICALLY: ALL STORM DRAINAGE SHALL BE INSTALLED TO WITHIN 0.10' (ONE TENTH OF A FOOT) OF THE ELEVATION SHOWN ON THE PLAN, OR AS SPECIFIED IN WRITING BY THE COUNTY. MINIMUM SANITARY SEWER SLOPES SPECIFIED ON THE PLAN ARE ABSOLUTE MINIMUM; LESSER SLOPES WILL NOT BE ACCEPTED UNLESS APPROVED IN] WRITING BY THE COUNTY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTION COSTS (I.E. PLAN REVISION, PHYSICAL CORRECTION, ETC.) REQUIRED AS A RESULT OF INSTALLATION NOT MEETING THE REQUIRED TOLERANCES. NOTIFICATION NOTE: THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ALL PROPERTY OWNERS AND RESIDENTS OF PROPERTY ADJACENTTO A DEVELOPMENT OR OFFSITE IMPROVEMENT(S) IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. PROVIDE A 30 -DAY ADVANCED NOTICE TO PROPERTY OWNERS FOR CONSTRUCTION WITHIN THE RIGHT -OF -WAY WHEN PRIVATE IMPROVEMENTS ARE AFFECTED OR PAVEMENT WIDENING WILL OCCUR BETWEEN THE EXISTING PAVEMENT AND THE PROPERTY OWNER. 2. PROVIDE A 30 -DAY ADVANCED NOTICE IF ANY CONSTRUCTION IS OCCURRING ON OFFSITE PRIVATE PROPERTY (INCLUDING EASEMENTS). 3. WHEN PRIVATE IMPROVEMENTS ARE AFFECTED, THE NOTICE MUST INDICATE THE IMPACT ON THE PRIVATE IMPROVEMENTS. PRIVATE IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO, MAILBOXES, FENCES, ENTRANCES, LANDSCAPING, ETC. 4. NO NOTICE IS REQUIRED FOR CONSTRUCTION THAT IS LIMITED TO THE DEVELOPMENT SITE AND RIGHT -OF -WAY WHERE PRIVATE IMPROVEMENT'S ARE NOT AFFECTED. 5. IN LIEU OF A REQUIRED 30 -DAY NOTICE, THE COUNTY MAY ACCEPT A SIGNED ACKNOWLEDGEMENT THAT THE PROPERTY OWNER IS SATISFIED TFHAT THEY HAVE BEEN PROVIDED AN EXPLANATION OF THE PROJECT SCOPE OF WORK. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOIR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.1 LEGEND : EXISTING PROPOSED OASPHALT PAVEMENT BUILDINGS ■ ` CATCH BASINS, CURB INLETS CONCRETE CONCRETE CURB AND GUTTER - - - - - - - CONCRETE CURB AND GUTTER, REVERSE 10 CONTOURS, INDEX 9 CONTOURS, INTERMEDIATE - -+-�- DITCH OR SWALE FLOWLINE ® DROP INLETS - EASEMENT LINE EDGE OF WATER - x - FENCE, CHAIN LINK OR BARBED WIRE - o - FENCE, WOOD, METAL OR OTHER W FIRE DEPARTMENT CONNECTION t FIRE HYDRANT FLARED END SECTION GAS LINE GRAVEL qq HANDICAP PARKING O-❑> LIGHT POLE ® MANHOLES 0 MON(F) (FOUND) ■ MoN(s) (SET) MONUMENT -- OCTV -- OVERHEAD CABLE TV - -0E -- OVERHEAD ELECTRIC - -OT -- OVERHEAD TELEPHONE -- OE /T -- OVERHEAD ELECTRIC & TELEPHONE -- OT /C -- OVERHEAD TELEPHONE & CABLE - -- OE /T /C -- OVERHEAD ELECTRIC, TELEPHONE & CABLE 0 ,N(F) (FOUND) 0 PIN(S) (SET) PIN ,i POWER /UTILITY POLE filr -i POWER POLE WITH LIGHT - - - - - - - - PROPERTY LINE RIGHT -OF -WAY LINE LIMITS OF DISTURBANCE RIP RAP SAF SAFETY FENCE SAND /CONC BAGS - - - -s -- SANITARY SEWER -� SANITARY SEWER CLEAN -OUT SETBACK LINE G14.5 TC14.50 FL14.00 SPOT ELEVATIONS STORM SEWER TRAFFIC SIGNAL POLE TRAFFIC DIRECTION ARROWS - - - TOE OF SLOPE - - - TOP OF BANK CTV UNDERGROUND CABLE TV E UNDERGROUND ELECTRIC FO UNDERGROUND FIBER OPTIC T UNDERGROUND TELEPHONE -►/- VALVES WATER LINE -� WATER METER EROSION & SEDIMENT CONTROL CE CONSTRUCTION cD ROCK CHECK DAM ENTRANCE -X- SF SILT FENCE CRS CONSTRUCTION ROAD STABILIZATION ® sT6 STRAW BALE BARRIER CIP CULVERT INLET DD TEMPORARY DIVERSION J PROTECTION DIKE �C DUST CONTROL Ts TEMPORARY SEEDING IP INLET PROTECTION -TP- TP TREE PROTECTION Ps PERMANENT SEEDING -- sT TEMPORARY SEDIMENT TRAP PLAN APPROVAL: z t d O� D O 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By � ��,LTH of o -JAMES M. DUNN U � Lic. No 41830 o NAL • U1 CO V � c6 0 z ®CL co m t� tV ® -r Y) S- z ry) ®N >a 00 CIA = Q Ln (nWm Qo- un z uU � _1) w w 1, Oa V1 a: U"I L 0 pw Ln i.l. (3) p = ®> m L _ V) ISTOKE #3187 FSU S06 Pan tops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE CIVIL COVER SHEET DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :12/01/14 Drawn By : H &D Checked By: H &D Sheet C -100 NOW OR FORMERLY It NORTH PANTOPS TOWNHOUSES, LLC ` D.B. 3683, PG. 560 D.B. 2997, PG. PG. 643- 651(PLAT) D.B. 3683, PG. 570- 572(PLAT) NOW OR FORMERLY NOTE: DADrrcf fn• moan m nn nnnnn (3 , pf? , � ' „ ,. _f - hI h, , D q -_... ZONING. PDMC > . N ,... _., - °'. : '' -., . - m - _ " S 35 °33'54" E _ . , . m -- , _ ,, _ -__ .. ` _' . II - -_ cn .- - - 1- ,, , I , , s ., „ ,, - w , . _ o - __._ _ - A ':_�. �. 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( ) 11 -- ' NOW OR FORMERLY - , . • ; I aN(FJ ,;• i HE MA T RKET PLACE OF VIRGINl.A LC " >' t D.B. 320, PG. 408 - ; ,. f PARCEL ID: 07800-00-00-055A8 - -�_=, - I „ . � I i : ZONING: PRD % ' ��: ) USE: MEDICAL OFFICE' III _, �i `. 11 _- r _- - T { I J _ I�. , , -... _ -. -. 1 — - _ - w I 11 -- of 1 1� -1. LA -- I , ,,: s, a, _, , _ L _ , , -, ,a _ ,f +, ,,1 1 , L , . .., ,, -. ;! ,, I ",." „' ,, ;. , _. ,t ,, 11 ,- - -- -- s, {- „ ,' . . - - __ _, .,r -� _ - „•__ _ - _ _ r.. - .., I ,- _ o.„ _, _- _:_ _ - -- ,, .:_ .. 1 „I i II „ , _ - _ _- - _.__. ° 6 33 58 W 11 . - I I „ J 60 11 _ 31, ,, 8 56 > s ,. ;- L in ,, I ,, , , O , , - L 1. v , -t I Y ,_ , SZ , „ I ,`, ,, ,,, J. t - ,, , m , . �- , , -, . „' , , _. - .__ I , ,� _. I _ ;; ,; _1 _. „.: SUBDIVISION OF TMP 78-55A t IT I +' , ,. _. -, , "` MARTHA JEFFERSON HOSPITAL EAST -- - , q 11 -,; , MEDICAL OFFICE BUILDINGS , 11.d ', "I iT _ , , - -__: ;,. ' - m D.B. 2503, PG. 73 -76 (PLAT) T.B.M.' „0„ }.. _ - :, _ -' = NOW OR FORMERLY j N CHISELED ,. ;' _ +, �t PANTOPS GROUP, LLC TMP 78 55D _ ELEV. 533.63 ., II - D.B. 2503, PG. 78 PLAT SHOWING SUBDIVISION FOR " NAVD 88 ,' } � I -, , - :, ,, __ 11 ZONED: PRD TAX MAP 78 PARCEL 55A4 , „, , , , ' i THE LUXOR, LLC PROPERTY AND -,' „I -_.... -- R/W DEDICATION FOR TMP 78F `, __ "'- } -I'- " ' .: � - - -. - _. _._ -. ZI- - - -° a :`' ,: - -__ -- __ - NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY ' , - — - - -- - D.B. 3683, PG. 570 -572 (PLAT) NOW OR FORMERLY _” „ ..,, ,i ' PIN(FJ _, . 1 T.B.M. - LUXOR OFFICE PARK LLC "' 'I _ r z A ... I L- TOP OF CURB - _- 11 D.B. 3833, PG. 022 , -_ - ,., - , ., +,;,, °, __ ELEV.= 533.53 m PARCEL ID: 07800- 00- 00-055DO --`. ''c o - _f - hI h, , D q -_... ZONING. PDMC > . N ,... _., - °'. : '' -., . - m - _ " USE: OFFICE BUILDING -- °: ;- _ . , . m -- , _ ,, _ -__ .. ` _' . II - -_ cn .- - - 1- ,, , I , , s ., „ ,, - w , . _ o - __._ _ - - _._ ___ _ - -- 1 r r - - -- _ - N ,:,, I— _ _ - ,. - :. - - . ,: _ - _ -. - - , - O, N 41 15 31 W _._, , _ - - 141.25 , - - ,. ° -- _ PN s N3 (J 3 „ 1 15 :. - _._ A , : _ -_. -_ - - _ - s 132. „., - 86 .. .. : �, - 9 n -- .- - f. 51, 8 3- .. -. - _ , - - _ T ,- I ,:: , . __._ __ 9 _, 39, „ �` FINS _ , -_ - , L - . 20 10 0 20 40 - 26 ,( 8' 5 _ 15.6 , - . -_ _ ,_ -. _- 4 4, -1 N32 „ > 45 Og �-... ° ...- ��,� N3 _ Scale in = 1 40 „ Feet 1 inch 20 ft. 3Z W , ,- _, S 2 W _ __ __ - -_ - a ,.;, ..,. - _ ,, , I 13 �- 2- _ , . -- - __ - -- ; - ,, - PIN(F) ,I ;, .. , - _ _ - - - ,, . _ -�_ ,_, -_ � I _ I _ - - jI - _ -- - "I �.. „ - ,.. ,,., ` -� , ;, . -- __ . _ _ - Y ,._ I _ . , I 1 - -- ._ —:_ - RICHM OND ROAD -STATE ROUTE 250 ... , _ -. -,=,, . <, `- - i - MANAGED SLOPES . _ -- I •i- -- >, - - (VARIABLE WIDTH PUBLIC R/W -, _ - - - - -: ' ,: _ , - ... n `, (VDOT PROJECT: 0250 - 002 -105, RW -201) 11 ,,, _ -_ „ - s;- - - - _ (D. B. 1132, PG. 109; D.B. 1136, PG. 353) - _ - ,,, ,.... ..:. I L - ' - (S.H.P.B. XI, PG. 104) _ , 11 I 1 � -, - -,.... I. , -.- :ti ._y - -.. ,I - -.. 11 ,. ,''r,, � - L I- 11 4- / 2'_ oQ1 0 , I bIo 9 Q ;.Q ©% /o D 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By A Mark Date By A ,4; �TH pF t- O :� ' l ", 5 M o JAMES M. DUNN '�" U �- Lic. No 41830 � .f,, 11 � r : . , >> S'STONAL V) J L- • W On � 00 I C6 G a) 0�z o • �'n� ® N m 0 V) z rn ON^ N '-- > Q a " C zw • • =Qrn Ax — � C Qa Z w �w� o00 V) (DV00 IIIIIIIIIIIII 0 p � O W L!) C7 r, CC W o = M CL 0 L- T i (/) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE BOUNDARY TOPOGRAPHIC SURVEY DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. • 22100 Store :03187 Date :12/01/14 Drawn B Y : H &D Checked By: H &D Sheet C 1 a 1 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES LEGEND OF E &S CONTROL MEASURES GRADING LEGEND FOR STORMWATER MANAGEMENT PLANS SYMBOL DESCRIPTION 553.25 Tw TOP OF WALL ELEVATION (@ TOP OF CAP UNIT) 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM /' . CL547.20 ELEVATION AT CENTERLINE OF ROAD MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A t' IP INLET PROTECTION GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE ANI7 RISER I(IINTC APP T(1 RF \A /ATGRTI(-WT \n /ITLJInI CTlIOI\A —nTrn nn nnin— CULVERT INLET P547.20 PAVEMENT ELEVATION NOW OR FORMERLY NORTH PANTOPS TOWNHOUSES, LLC D.B. 3683, PG. 560 D.B. 2997, PG. PG. 643- 651(PLAT) D.B. 3683, PG. 570- 572(PLAT) PARCEL ID: 078F0- 01- 00 -000A0 USE: OPEN SPACE ZONED: R-6 - REMOVE 7 LOD NOW OR FORMERLY WESTMINISTER- CANTERBURY OF THE BLUE RIDGE D.B. 1502, PG. 503 D.B. 1594, PG. 87 (PLAT) PARCEL ID: 07800- 00- 00 -055A6 ZONED: PRD ALBEMARLE COUNTY GENERAL 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 THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT(S) SHALL GOVERN. MILL ASPHALT AS REQUIRED TO 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 11 FACILITATE A MIN. OVERLAY DEPTH � ALK REMOVE °7'' AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. I /CURB &GUTTER 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE OF 1-112" SEDRAINAIGE PLAN + 14; �' J abrd✓ � )A�r 7 y� .� .� ' *' V �0 r .'' * °1 REMOVE ", I _� )� `�° , "� SIDEWALK �`� , ^ "`��? GRADING OR OTHOER CONSTRUCTION,ANDSRALL BE INSTALLED PRIOR TO ANY CLEARING, G rim, �- `�-T `,� J ±r + r ,� I 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. O ERE REASONABLY h R I'( x4 p THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL•VERTICAL). WHERE 11 �'" m, Rpq� I � �,� i l \ r M" wl 1` : ± "' l . y �`"� OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 7 „ 7- TP REMOVE' °, l 41_ �; ,f A' � �, d,.l E „"' P PROP. PROPERTY LINE 6. PAVED, RIP RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION ASPHALT ' ,F 4 , "�„ x 100,9 - �, s .,f „': EO qR - OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A s �'` SEE LAYOUT PLAN �' - REMOVE LOD DRAINAGE CHANNEL. E " „ `�` �' 1. � , �\ Ex�yoo�4 Fq r r;�� _. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM \� '1 \ kk1hGUTTER REMOVE a T.B.M. TRAFFIC CONTROL DEVICES. e.. TOP OF CURB h f /� �"w" ,` , VEGETATION = ^ - 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. r,FF ELEV.= 553.58 1 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA ° Oh1�50 _ NAVD 88 STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ,y- h "` �EMOVE 0 .d ,'� X00 k10 CU R6 & �1g., h0� h0�' hh�0y� + -- EX. PROPERTY LINE TO ASBESTOS WARNING /y F GUTTE G PIN(F) BE VACATED WITH �I LOT D " ;' SUBDIVISION PLAT. g BUILDING MATERIAL INCLUDING BUT NOT LIMITED TO EN Y 09,1 REMOVE CASEMENTOR INSULATED WRAP MATERIAL AROUND Q 1 h h- - T �� fie' UTILITIES SUCH AS PIPES AND/OR DUCTS SIDING MATERIAL ROOFING MATERIAL PIPE MATERIAL, ,-i;: = E° F 4. „REMOVE / E AL, BUILDING PLAT SHOWING SUBDIVISION FOR 1 , , 11 ,h? VEGETATION EX�ooD 5 INSULATION MATERIAL ETC. MAY BE CONTAMINATED WITH ASBESTOS. TAX MAP 78 PARCEL 55A4 'w fir, + ED qA gh`tiy E I CIiR� THE LUXOR LLC PROPERTY AND �! ( S "b THE CONTRACTOR IS ADVISED THAT SHOULD MATERIALS CONTAINING ASBESTOS OR MATERIALS THAT ARE .,', �0^ I ,\ SUSPECTED TO CONTAIN ASBESTOS BE ENCOUNTERED, ALL CONSTRUCTION ACTIVITIES SHALL CEASE UNTIL THE R/W DEDICATION FOR TMP 78F 1 A r 4 6 h -_ _ h �o - NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY " 0 0,., IJ REMOVE h I h59 -- MATERIALS ARE INSPECTED AND ANALYZED FOR CONTAMINATION BY ASBESTOS. 1, D.B. 3683, PG. 570 572 (PLAT) � I c;10' LIGHTPOLE hl ---- " ,, . REMOVAL OF ALL MATERIAL CONTAMINATED BY ASBESTOS SHALL BE IN STRICT ACCORDANCE TO THE REMOVE I t / - �s : RECOMMENDATIONS ACCOMPANYING THE INSPECTION REPORT. 11 / NOW OR FORMERLY VEGETATION. Ex.sRA�F._° 1 REMOVE s sus I LUXOR LLC r 4 � s� s�� D.B. 3687, PG. 302 REMOVE i VEGETATIO o,v s s 1 { I PARCEL ID: 07800 00 00 055AD a GRAVEL Ex. •,;F / €L �9 Exw000ED aREa +� �' �,," `" REMOVE GENERAL DEMOLITION NOTES ZONED: PDMC - r h; REMOVE:/ �0 h9 h��` �,. 'o- ASPHALT I. GRAVEL 1� a 1. THE USE: VACANT COMMERCIAL + ;, 0. CONTRACTOR IS RESPONSIBLE FOR THE LAWFUL REMOVAL AND DISPOSAL OF ALL CONSTRUCTION 2 T�, ti,1 f DEBRIS. ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE TO ALL APPLICABLE FEDERAL, 4_ r ,15 yy f f �' R MOVE h,. \ STATE, u k AND LOCAL LAWS. "�_\ 3 9l I CU :', --2.4 Zg_ g 0 h 2. THESE PLANS ARE A COMPILATION OF TOPOGRAPHIC SURVEY INFORMATION (ABOVE GROUND) AND UTILITY \_ � - h� L ,,,, y0 y g . , PLANS OBTAINED FROM THE ACSA. ALL UTILITIES SHALL BE LOCATED PRIOR TO EXCAVATION. CONTRACTOR :IF i "r `: \- 4," ` �, fX.hSPHAL = h I' � 1 h, 9 ,;•1 IS RESPONSIBLE FOR ALL EXISTING UNDERGROUND UTILITIES. 1. I L9. o1- REMOVE r.,�, � , 001 6"1..; r REMOVE: 1;,; h 0 0 h ! n I 5� h 0. ., . I I- a. SIDEWALK f /;, h , 0 h ; >f 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES TO REMAIN AND/OR NOT ASPHALT , u4 ref .. , 1G h REMOVE / ;ir. , "._ :. ° ".�' - -,1` •'.., �X• ; =' I SPECIFICALLY NOTED HEREIN TO BE REMOVED'. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO ANY o m 0z P ,t �G, CURB EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. - • L " T V 1� 05 �� 00 g. � :''_ - _ ;; 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES. ANY REMOVAL, . _ , �,._., b , ' RELOCATION, ABANDONMENT OR WORK IN CLOSE PROXIMITY OF AN EXISTING UTILITY SHALL BE ti ? TREE I >' � ,*, T o ,,,a•a - - -- -__ - + COORDINATED WITH THE APPROPRIATE UTILITY OWNER(S) AS REQUIRED. M 1 z + ,,' � �G. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND /OR RELOCATING ALL SIGNS. CONTRACTOR IS 11 I ""`I "" 0 7' I h RESPONSIBLE FOR REPLACING ANY EXISTING SIGN DAMAGED DURING PROCUREMENT OF THIS PLAN. 1 �. . a _ 1 $ N. �.- T "r ` : 6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL OTHER EXISTING FEATURES INCLUDING BUT NOT 11 1 09 f,..„ LIMITED TO FENCES, CONCRETE ASPHALT STRUCTURES ETC. NOT SPECIFICALLY NOTED HEREIN TO BE ,,r G E GRANGE h _.., 0 I, 6 ,J ;. ,� � 7, � EMOVE 9: ,r REMOVED'. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY EXISTING FEATURE DAMAGED ti REMO E REMOVE /; 4 5 9 h0 , x,,'1'11' r F'.. 0T t GRAVEL J?�' , h yO. DEWALK I "'11 DURING CONSTRUCTION. TREE _h:.• "!" 7. ALL VOIDS CREATED FROM REMOVAL OF PIPES POLES FOUNDATIONS ETC. ARE TO BE UNDERCUT :, CU AND fi I BACKFILLED AS REQUIRED TO CREATE A LEVEL GROUND SURFACE. BACKFILL MATERIAL 01 SHALL BE PLACED IN I -= - REMOVE - 8 MAXIMUM LIFTS WITH 95% COMPACTION. BACKFILL MATERIAL SHALL BE SELECT FILL, MINIMUM CBR 20. 3 ,,.r° �o ', SFr;? t SANITARY 00 a , EX. PROPERTY LINE TO 8. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE TO THE EROSION AND SEDIMENT E E REMOVE N S ENT ,. TAX MAP 78 CONTROL PLAN SEE WATER PROTECTION ORDINANCE APPLI IT LATERAL I BE VACATED WITH :;, ( O CA ION PLAN SHEETS C 3.2 AND C 3.3). REE SANITARY, AR -:> ,I U CONTRACTOR SHALL ,,. ., �'�_ F_X , COORDINATE WITH THE COUNTY EROSION AND SEDIMENT CONTROL . � , i �, , ROL INSPECTOR AS ,. \ PARCEL 5SA2 SUBDIVISION <, E LATERAL - REMOVE d � U I ,III, REQUIRED. „ RE OVE REMOVE. x Q FIX I M a, , _ .,::I :: _ _�- ��., � :- -- - s -�: CONC. �. ,�., 6© �5 � SQ. F _, s __ ., 9. THE LOCATION AND EXTENT _ / a X ENT OF EROSION CONTROL MEASURES _ 1 1 SURES DEPICTED ON THE AFOREMENTIONED PLAN NV. 5� .63- _` x x - EXLIG POLE „ _ 2.5 ' 1.392 ACRES ,1,r REMOVE r1„ w I 0. r SHEETS (LE. ON THE EROSION AND SEDIMENT CONTROL PLAN SHALL BE SUPPLEMENTED BY THOSE . '_'­1 PROP. PROPERTY LINE 4 - ELECTRIC SERVICE «'° ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES DETERMINED NECESSARY BY TH `REMOVE f SEE LAYOUT PLAN E CITY EROSION _T_, LINES. 5� X x 0 ASPHALT - AND SEDIMENT CONTROL INSPECTOR. - ; F ,Fr, °e. �a, -- ( Vii. �1F k- "; i `, ,� j `,li' , � M- ., w 9 I � ,.,, h 10. LIMITS EXTENT SCOPE OF DEMOLITION OPERATIONS DEPICTED HER ,,,,,. i � ,r � " - � � vs 1 ; � ' / / EON SHALL BE CONSIDERED „PCO f .�Em J7 0:,„ 4 � \ i I .. -.: �,. - ..,, r' � rl�: � � � a, m ` -�__ APPROXIMATE. ACTUAL LIMITS EXTENT SCOPE i'L ._ ,m, , , _ �,_ ,LD � I- ,'� _- 0 -, ; ,:, / / OF DEMOLITION OPERATIONS SHALL BE AS NECESSARY TO • ,�•. #:,,..? r, REMOVE r 1.,K 5 m rn �.� ��,;, 1, FACILITATE PROPOSED IMPROVEMENTS. ,:,: CT FiY; bR 09 0 " r M TS. _.,, _ IO• h _ REMOVE 1 r<.: 11 MILL ASPHALT AS REQUIRED TO \ cx. RAU/ BOLLARD 1 ,� �[- C , ��u, , REMOVE �X v CF,1�. I 09 /� - - I r. ;4 -� ' ,,� \, �' ASPHALT - ~ FACILITATE A MIN. OVERLAY DEPTH ,1,:,,, p /NF �/ xBy 4Ku. N (/ �6RAVEL "IN„ REMOVE t`16 6 W ;:' I •,,, OF 1 1 2" SEE GRADING AND `.: s EXrAS UE7t , ° " }V . GAS METER' REMOVE _r_ DRAINAGE PLAN E; aocLaRO t CLEANOUT T }, ,1 � REMOVE REMOVE f�: m h 1 h00` I REMOVE BUILDING 0.7+ � r — + + &AS SERVICE_ BOLLARD ,:, , - -_ i . . ' hl TC 53755 !-s> v I 0 7 ",� 1 \ M 10- ,: _ , ii'�u�. G o ,3. c•_ -41aµ, :\ y0 . 9 r \\ d6 '', h .: 0 _a 0 5 rr), :. ati 1) hOh, �f 0 REMOVE - h0' +,,:, ,;:w, h , , G '\ h0 " ' , � G � r N o LoD DEMO LEGEND --. F, ,' oR, SIDEWALK yy O LOD 1I;,c rn ti 1 S. _ EMOVE 0 O o.!' : , FLFFF h \, N 4, } ^ } 5� , 1 SYMBOL DESCRIPTION : �' z M1\' „k,l } OTREE .,, REMOVE .� 5 I : 5 Tl a _. CONC. PAD AND , � � 1 � Ir; ,. „ 0 ,. - \I � CONSTRUCTION ENTRANCE , x _. V h m 1 \ 6 REMOVE/ TRANSFORMER s a CE REMOVE ',. M _ 0 cn I � , 0: 6 � REMOV .,, r� 36.9 r, ati g 0' 5 CURB &GUTTER - ASPHALT , s9j REMOVE h n I 0 00 h REE T �. ;i 59s�2 FENCE Im ^9 h09' 53 T8tl °` h0; 1� �5,:, ': IP INLET PROTECTION */ REMOVE LL: o /' ? - -� F0 h Q b ,, - 1, /-; �. REMOVE CANOPY -o "o ^- - _ 1 „ p Al' - 1� REMOVE' 90 h0 ;n I CULVrERT INLET PROTECTION / > TREE Ogl -- -- g 4 1 ,„ , 9s" 4 0 _.:. -53 ASPHALT RAMP 50 REMOV .; �. _ 1 d� T �42 TREE �. 9s h" 5 SF— SF SILT FENCE �' SEE 59 s � EROSION 3 OSION REMOVE T, �, _ 3 2 (: P 1�c �,.n V P �- _. Q h1, WA o.. 0 X,AS, I. : 56 V C.SC y :: E \, - 0 _ C0 P M_ ER RA- A RB &G TT r �. � " 1 0 ND -,,, U U_- C � _ t � � ... N C 1 1 � - -_. _ .. b � . , a PROTECTION 5 h__ TP— TP TREE PRO k 9 \ 6 F yk.,. \ V g 6, 0 34 / .,,, h .a sPHAL SEDIMENT / �� ,. EX.A 1 �C A A a 6 _- _ I IN s r. o a , L Y SEEDING 0 ,: ` TEMPORARY V TS TEMPO E EMO " 5 REMOVE TP CONTROL ,::. a f. e - ,, r I .� ._ , , A: o � .?� SIDEWALK '; \ \ ASPHALT 0 „�u R MOVE _ CD PLAN T. 1- _ II _ � n4� � . a'L F, � 1 1 '� �as.,_� . REMC� c,0 I r I „r,-1 c--'"7 0 onrut rFlFrt< IIAM NOTE: SEE PLAN SHEETS C -3.2a AND C -3.2b FOR SEQUENCE OF CONSTRUCTION. DEMOLITION SHALL NOT OCCUR UNTIL ALL PERIMETER E &S CONTROL MEASURES HAVE BEEN INSTALLED. NOTE: WHEN MATERIAL WITH A HIGH MOISTURE CONTENT IS IMMEDIATELY LOADED ONTO A TRUCK UPON EXCAVATION AND HAULED OFF SITE, TRUCK BED(S) SHALL BE LINED AS DIRECTED BY THE COUNTY'S EROSION & SEDIMENT CONTROL INSPECTOR AND AS REQUIRED TO PROTECT ROADWAYS (BOTH PUBLIC AND PRIVATE). L 1 ASPHALT C 59/8 C/L DF EX.70 1 y. x1 - 1:131 1 s ` , y� ' y �� I. IP �— ,:, hi I �, o 0 1 FULL- DEPTH APPROXIMATE XIMATE LIMITS OF FULL DEPTH 6 h PRO 6 .. 0 J . ,. x PAVEMENT TO BE REMOVED. i N L i `5 `: b \ ti. REMOVE : � 0 _ rn 0h / .1, I 5 r >:, ry y n m REMOVE ., FENCE •„ �' , ." 9. f/ x MATE LIMITS F MILLING f/, ¢.. N h f / �r.a„ APPROXI L M S O Z, " 0 9Ch n S �� , , REMOVE h. 5 ASPHALT /� x m ' „::: OPERATIONS. I- T.B.M. " „�,)• » 9 T ��"A " -I _t UEPC0 EASEMEM '3 0 a Oti — n4Pi 53 D.6 475 PG. 70 N', CHISELED ❑ 38`,r CUtiLVRT m 0 lr, REMOVE 0 1 EXISTING FEATURE TO BE REMOVED. E } 9 ,w^ I ” , TMP 78 55D _ .,.., " a ,-: ELEV. 533.63 O:,L,, T\ (I 0 -"6 REMOVE ASPHALT ", h.. 6. �, o BDIVISION FOR _ Z PLAT SHOWING SU NAVD $8 0 >b C l :,,,, _, M� ., , , ,:: _ P_ 0 FENCE ,, - " . ,, „ OVE 0 I !REMOVE M,.,., TAX MAP 78 PARCEL 55A4 G EXLIGNT POLE 0 _ -: 9 : \ c sa �..�� r.= � : r,.: , tti . ELEC. , if �" u� TR E l , , ,: � , : - .rte-- :. ,. �: n, THE LUXOR LLC PROPERTY AND „ �. 1. , a 330, REMOVE � a � =' ' h� y r,: � P REMOVE Vii;_. R/W DEDICATION FOR TMP 78F -1 -A A�>. REMOVE CURB & - REMOVE ge SIDEWALK A .- ' ,.. a LIGHTPOLE NORTH PANTOPS TOWNHOUSES LLC, PROPERTY _, „.,, 1. , e- _ GUTTER, °a 1; W LIGH I I e 0 6> cD '„ REMOVE 11 h 0 _ , �„, ,,: D.B. 3683 PG. 570 572 PLAT h ) j.L . T.B.M. (PLAT) g X ELEC BOX 9 9P \ a CURB &GUTTER ,” II, ":° k 9 1, T P F CURB �.., e 0 0 NOW OR FORMERLY j a 9 L �� 0., OV 0 E: _ ._. ,- y 5 .: ELEV. .v IX(1R (1FFIC'F PARK I I C �u,s, l� ,. \r, %,f i �Mi......._r� r \ ti0 _ I �. 3.�..: r � „ . o: 533 53 , . ,_., NOTE: WHENEVER SEDIMENT -LADEN WATER IS REMOVED FROM A CONSTRUCTION SITE BY MEANS OF PUMPING, A TEMPORARY SETTLING & FILTERING DEVICE SHALL BE USED TO FILTER THE SEDIMENT -LADEN WATER PRIOR TO THE WATER BEING DISCHARGED OFF -SITE. NOTE: NO DEMOLITION SHALL TAKE PLACE UNTIL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE COUNTY AND ALL NECESSARY PERMITS RELATED TO DEMOLITION HAVE BEEN OBTAINED. NOTE: SEE PLAN SHEET C -T,4 FOR TEMPORARY TRAFFIC CONTROL MEASURES. �� _ „,7a„ "0� 5 REMOVE CURB & 3, 0 F ,, _. WRON W Y - — a s 1 €4VI{V L '� , .. h \ , . �, ,. „ s. { GUTTER .,I r .< r F: * a ;,:: @: 0 ^ ti - .I6 S/ h _ X TRAFF! 7 ,.. ._ _._ A rL W E C r. ,y __E E SIDE ALK CD .:0 _ - _ _ —. ^h.. ,gyp n .: .,. ] ,, -.. - z. -_ �. cJrn.a.. o _ — f „ , ,.. M 7� r' -_. , ,.r ,:, r! � „e_ ..,,. �. t... -- - ._- ._...: �, mom. .. .,..,.. _ -, .� -_ h _.. ;�s- _, , _ -_ ., x- 1 . .. . -.: „ .. , ... tlf i. a -... 'M. ._- _ %.. . -. :_, i - -_ a: ., __ ram , _. .�. , - I,_ 'l -�,. - v - -_ , ,._.t,. ._ d,.. ,- ,r..st•~.. r , �° "'W_"”, . h b .r :�. : . s,V# .w s I ti �.u_ _,_ SIDEWALK h . " _ �. II __ o _,, L /c,.. -.__ _ !Err,. 4_.,� __ �.,_ a� .., , ,_. o _ RM TRUCTLJ O��VIO[�I�1�D LO ___ . x. .,._ v. EX. STO S ..:. ^: . y l l �e - =t . W« - C .. O , n "I =_ _ - _ RICHMOND RO D STATE ROUTE 250 ,. " .,. � � � : ,��, �: , .�� ., AD TED T A COMODATE _° a -: ��,.- ,1M,1,--, .. LOD ti . r � I ti L" , r. FIL - -- PROPOSED IMPROVEMENTS SEE !-'-, _;.;. ` -_'_ " w ,, EXSOL /D W „ . u� " - - I •,fir. s a RITE P S _ - .y F m,. :; I , GRADING AND DRAINAGE PLAN ; °u I - r t; u � ?, Foal r g r : . =._ ;: ,�_ _ SEE SHEET C T.1 FOR LIMITS 65 REMOVE CURB & -T _4 „ 1.11 ER; , DEMOLITIOIN SPECIFIC TO EXISTING IP RADICATE PAVEMENT SIGNALIZA\TION AND ASSOCIATED R tir _ AVEM NTDMARKINGS SAWCUT /REMOVE GUTTE s.' I11M ' - -- MARKINGS (TURN ARROW APPURTENANCES. ALL WORK RELATING TO , 1 SIGNALIZATION AND TRAFFIC CON-FRBE -S-_ - ( EXISTING PAVEMENT ERRADICATE PAVEMENT ERRADICATE PAVEMENT SKIP LANES) AND SOLID LANE DIVIDE) PER VDOT STD. MP 2 MARKINGS (TURN ARROW MARKING (THRU ARROW > 1 SHALL BE COORDINATED THROUGH VDOT �_ r ,.,-,. r ,, __ AS REQUIRED. (SEE DETAIL, SHT. C 4.8) AND SOLID LANE DIVIDE) / TURN ARROW GRAPHIC) " ;;. _. . ,rJ;. Qoo l -' : 0 &_� : © ©n- © :- © o a - 11 �_ W — — te 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By Mark Date By 0 1 �NA,TH op P l� ` C,'-- -~ :rte �, O JAMES M. DU NN ­A U a LIc. No 41830 w a , ,, � ., SSIONAL �I e I V S_ o (V ^ i8 S co C: I r, ll M O M ca: z r- >: m 00 ® S �Nr' N = m `n O L zI � O >Q a C�wI K v . wx W=QLn w C: QII Zw�:N� 0 w W o 0:E `i N' 0U L I.. ow O CC � O = O> m a i _ V) STORE #3187 FSU S06 Pan+tops Drive Albemarle Co. Virgiinia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE DEMOLITION PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date : 121/011/14 Drawn B y : H&D Checked By- H&D Sheet C 3 .1 ALBEMARLE COUNTY ALBEMARLE COUNTY GENERAL GENERAL CONSTRUCTION NOTES: CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTOL PLANS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA I I[3U 1 H VUbuL- ANU VK1VH 1 tJ. I DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE NOTE: REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND �V ,, }` DASHED LINE =SILT TRAP #1 REQUIREMENTS OF THE PERMITS SHALL GOVERN. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3 ALL EXCAVATED MATERIAL THAT IS NOT IMMEDIATELY LOADED INTO A DRAINAGE AREA= 0.91 AC. -I\ ' TRUCK BED AND HAULED OFF -SITE SHALL BE PLACED WITHIN A TEMPORARY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND b EXOO� LOD SOIL STOCKPILE AREA. SILT FENCE SHALL BE INSTALLED AROUND THE ENTIRE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE PERIMETER OF ALL TEMPORARY SOIL STOCKPILE AREAS. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 1 - " ", I S�E�A\ k + .,, ,� 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 VR 625 02 00 EROSION AND SEDIMENT CONTROL REGULATIONS. � u , �- ' `�4Tp`^ --„� GRADING OR OTHER CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS , .- ._, '�-�.,.�-t-p 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. EY G tyF1m1 - �� THE FIRST STEP IN CLEARING. 11 T \ \ - 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE L - I1� � '' ,,,,. ' -" , -""`„ p 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 1. U'` �= t' \ �" ' , � " 1,`' � ' OBTAINABLE, LES ER SLOPES OF 3:10R BETTER ARE TO BE ACHIEVED. MAINTAINED ON THE SITE AT ALL TIMES. oR� 00 „ TP 1 S RO - " 1 U „ ` ` T 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN AO o-; , . , ! 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 4 \ d` ', ` �"-* -- ` INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR „-;� , ; ° ? I �y OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 11 0, �"'�= 000EO OTHER WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION i- +1'51-",? ;a;, . 1• •,, r, ,,, ARE4 DRAINAGE CHANNEL. ,'� T _., , , " CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING 1,1 I '\ FxAs� 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM AUTHORITY. ' :, Ha�T ';T�P, TRAFFI NT L DEVI E . 77 ',` C CO RO C S r ,`' `'- 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 11 El t P LD ,,,," , _'" 0 UNLESS CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. o� I SAN , 4 ,, O 8. U ESS OTHERWISE NOTED ALL 0 CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS .11 "t1'. DETERMINED BY THE PLAN APPROVING AUTHORITY. ` r IF m,, ---_ � P.. � 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA r', , d,...: TAN E CONSTRUCTION INDUSTRY 29 CFR PART 1926 , , o " „„ 0. , , \ „1 , ,.�, - ,, ,, STANDARDS FOR CONSTRUC ( ) 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT � r 4 o =w <" hu ;., I ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT 11 ,, _� �, ,, / �-- 11 1111111. - f ''� / „ UNTIL FINAL STABILIZATION IS ACHIEVED. W � s - - , ", �X. CONTOURS (TYP.) , k y Z PLAN CALL -OUT NOTES O 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED '' / - S - [� �- � - -_--_ >_ ,- -- - - -'F - :,- AND SEQUENCE OF CONSTRUCTION: FILTERING DEVICE. k\ i y (FJ H 4., 0 S9^ "'I: 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND Q: =` S42 o ,, , - a. , k , z . -- a. UPON APPROVAL OF THE WPO APPLICATION INCLUDING BUT NOT LIMITED TO, THE EROSION AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR � h. -,,1 S , ^ D , ! 0 5 S4 -_ + - CLEANUP TO MAINTAIN THE EFFE TI ENE F T E E � , 4X ,3 , -. AND SEDIMENT CONTROL PLAN AND UPON APPROVAL /POSTING OF ALL REQUIRED BONDS, A C V SS 0 H ROSION CONTROL DEVICES SHALL �.T - - - -. � .- --__- I- 4 " . / �; „ ." 4 - ,, , " c,l, ,`, -- , EETIN AND GRADING PERMIT FORM FROM ALBEMARLE BE MADE IMMEDIATELY. 'w 41 S wo , REQUEST FOR PRE CONSTRUCTION M G f 5 g oD0 S a ,f -.� v/ / �„ ,- / ,� FA � .. _ :, -, COUNTY SHALL BE SUBMITTED TO THE OFFICE OF COMMUNITY DEVELOPMENT ENGINEERING. 10. ALL FILL MATERIAL TO BETAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ! ./� r ! } � 4 h = THE FORM SHALL BE ACCOMPANIED BY THE APPROPRIATE FEE PAYMENT AS DESCRIBED ON THE 1. 4} r=-- - -AS - -� "" I 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL ,t, FORM. SAID FORM CAN BE OBTAINED FROM THE COUNTY'S WEBSITE \� -. ,,,, ? _ SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH OR OTHER I?- . ,, f► �.!I 4 _ k http,// www.albemarle.org/ deptforms .asp°department =cdengwpo. UPON APPROVAL OF THE 11 /,;< 4 4 " !r,`- �; 4 ,, \� s ExASP FORM, A PRE - CONSTRUCTION CONFERENCE SHALL BE SCHEDULED WITH THE COUNTY INSPECTOR. DEBRIS. O \'', , '' -- . I- HA. al, „, / V' : " - -- 1 THE JOINT VSMP AND GRADING PERMIT SHALL BE ISSUED BY THE COUNTY INPSPECTOR AT THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER -?� TEMP. PSOIL J1 f )) MEETING. ZONING ORDINANCE SECTION 5.1.28. 11 1 J 4Et'. - STOCKPIL _ 41c r " % ., ,, J " l ) 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF CS" b. PRIOR TO WORK WITHIN ANY PUBLIC VDOT PERMIT SHALL BE OBTAINED. R/W A R/W a / T U' \ I' � " THE CODE OF ALBEMARLE. EX rEL PED. E r , �- .:, , Z 0. " c. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON 8 + -I' ` ' - "` \ 14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL TYPE POWER EQUIPMENT , v FL , �'��,-�' Q : � � ' .' "" THESE PLAN (INCLUDING, B T NOT LIMITED TO OFF -SITE BORROW AREAS AND OFF -SITE ' sa 3 I #1A _ �_� ' x I S U SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. 53' �. %ice SF O �°,. ' DISP OSAL AREAS), THE CONTRACTOR SHALL PREPARE / SUBMIT A SUPPLEMENTARY EROSION ;;' S.:^ - -� S S S� ,k, " ! CONTROL PLAN TO THE PLAN APPROVING AUTHORITY AND TO THE ENGINEER WHO SEALED THE 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT III I _ 11 H ,, , s •', APPROVED E &S PLANS. PROOF THAT ALL OFF -SITE BORROW AND DISPOSAL AREAS MAINTAIN MAINTAINS LATERAL SUPPORT, OR IN ORDER TO MINIMIZE HAZARD TO PERSONS, I/ � 0 ' 'k „,,,'- CURRENT PERMITS AS REQUIRED BY THE STATE AND LOCAL EROSION &SEDIMENT CONTROL PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY t �b I _`'' II \ \' 3, `' df ,;, " PUBLIC STREET BECAUSE OF SLIDES, SINKING OR COLLAPSE. 4 AUTHORITIES SHALL BE INCLUDED IN THIS PLAN t- / ^'? ", , s`' v, S " ,` S I': 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR o ,2 ,,° ? b d. PRIOR TO DEMOLITION OF VERTICAL STRUCTURES, A DEMOLITION PERMIT SHALL BE OBTAINED x � 1 ,,,. , ,,. ,,, ;11 \ , n CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ti ,� FROM ALBEMARLE COUNTY. ALL EXISTING UTILITIES SHALL BE DISCONNECTED AND PROOF OF �'IT a >" ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF - v', n. DISCONNECTIONS FROM ASSOCIATED UTILITY OWNERS SHALL BE PROVIDED IN CONJUNCTION ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 1' - , \ °^ WITH THE DEMOLITION PERMIT APPLICATION. *ADDITIONAL PERMITS MAY BE REQUIRED ^" � . 4 \ I SHOULD CONTAMINATED BUILDING MATERIALS (SUCH AS MATERIALS WHICH CONTAIN 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING , 4 HED LIN =SILT TRAP #2 hu TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST ' 3 AS _ `a' ° ""' PROPOSED IMPROVEMENTS - I ASBESTOS) EXIST. CONTRACTOR SHALL COORDINATE AS NECESSARY. OF A 50 50 MIS OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN U) 5 l\N,I _ RAINAGE AR A - 1.35 AC. -, ILLUSTRATED IN BACKGROUND � 1 e. AFTER PRE - CONSTRUCTION MEETING, AND ONCE ALL REQUIRED PERMITS HAVE BEEN OBTAINED, MILLER. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100SF, ALTERNATIVES ARE SUBJECT O 9 �, `" r ; - - ='' TYP. SEE SHT. C 2.0 CO TOURS DEPICT APPROX. � - _ ESTABLISH CONSTRUCTION ENTRANCE/ EXIT CE1(SEE DETAIL(S) - SHT. C -3.3, SEE ALSO SEQUENCE TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. G,,. - I a n ;, 5 6a y , 9 �I %', ROUND ELCVATION AT NOTE 'h - BELOW). INSTALL TREE PROTECTION FENCING, PERIMETER SILT FENCE (SF #1A), AND 11j, _ p y r 1, s „ 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING AND ,V � ",i CO PLETION`.OF PHASE 1 ? INLET PROTECTION AT EXISTING STRUCTURES. INSTALL CD #1A, CD #1B, AND CD #1C. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1,000LBS /ACRE AND 1 y. 4) Q I ', 1 E &S (TYP.) S a CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 ^u I f. UPON COMPLETION OF PERIMETER E &S INSTALLATIONS, ESTABLISH STAGING AREA AND JOB G 3 a #1A 4 �OXN o Q ����� �� S �� LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL _y SF O1 \ / , TRAILOR AREA; INSTALL CONCRETE WASH -OUT PER THE SWPPP. � ' � �"ANI rp �7 E/ ,I 0I^ RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 ;: / N y, (�( L °; ;S g. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING UTILTIES PRIOR TO EXCAVATION. SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL $ ; s,• ' TAX MAP 78� ^, ACTIVE UTILITIES NOT SPECIFICALLY NOTED ON PLAN SHT C 3.1 TO BE REMOVED SHALL BE INSPECTOR, I �E \ c EX. B DING, SIDEWALKS, PARCEL 55A2 \ IN I ,'S1 5` g1 X AN 4, S '''' 4 PA ING, ETC. TO BE PROTECTED AT ALLTIMES. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH "' % 4 51 S . FT. :. E . ANLAr. L_ 60 9 Q 11 5 h s , . , s S s ,,. REMOVED SEE SHT C 3.1 RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED FN �:I SAN � ! - -� ,I ^" -.. h. CLOSE N. PANTOPS DR. -SEE PLAN SHT. C -T.4 FOR REQUIRED TEMPORARY TRAFFIC CONTROLS 6 'k ;' NV. =S :.. 31 1.3992 ACRES %i'I O Q IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE �F f 6 M SPECIFIC TO STREET CLOSURE OPERATIONS WITH DETOUR. EX. 15 METAL STORM CULVERT VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 't� s,, - " / - " =u' L ' ", „% ,,�,', - -- .':. a :, (NOTED ON SHT C -3.1 RELOCATE / REMOVE) SHALL BE USED AS A TEMPORARY CROSSING OF _; 4, NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES r� . S , „ �n EXISTING SWALE AT CONSTRUCTION ENTRANCE / EXIT - REMOVE EX. SOUTH ENTRANCE AS WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND `' "' _, ,) REQUIRED TO INSTALL E &S MEASURES AND AS REQUIRED TO REMOVE EX. 15' METAL CULVERT, F`` II _ "8 `a �,__ ' 's, \ REPAIRED. 11 , , ^ REGRADE EXCAVATED AREA TO ENSURE POSITIVE DRAINAGE/ APPLY TEMPORARY SEEDING/ \..,,x S \ INV.I 533.8 / �' LOD ;'; �� s �1 ' �,�, INSTALL SF #16. REMOVE PORTIONS OF EX. NORTH ENTRANCE AS RE UIRED TO PLACE EX. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED °'�,':',�` L;, I + WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER 11 a� CULVERT. INSTALL CIP #1 AT INVERT IN OF RELOCATED CULVERT, INSTALL CD #1D. A 12 x30 (_) \:' NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INPSECTOR. .;' PIN(F) 2 TS PORTION OF EXISTING PAVEMENT AND A 12'x40' PORTION OF EXISTING GRAVEL SHALL REMAIN ti 4 AS THE PHASE 1 TEMPORARY CONSTRUCTION ENTRANCE. WHERE EXISTING PAVEMENT IS 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF ,. " ,'`� , + ;.,' ,,; ' �� REMOVED AS REQUIRED FOR PLACEMENT OF EX. 15" CULVERT, BACK,-ILL WITH CLEAN 457 STONE THE DATE OF APPROVAL (WATER PROTECTION ORDINANCE SECTION 17- 204G). (/ \ I ,1 _- _ 6541 / G542.5 ,: UP TO ±1' FROM TOP OF EX. ASPHALT. RIP -RAP SHALL BE PLACED ON TOP OF #57 STONE UP TO 22• PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) ,I' , , k� , I.I� �� I I 1\1 CONTOURS DEPICTAPPROX. q EXISTING TOP OF ASPHALT. MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED WATER �� \ 4, 5 PROTECTION ORDINANCE SECTION 17 -2076. , S , h, GROUND ELEVATION AT II } ` ` / s COMPLETION OF PHASE 1 3 i. UPON PLACEMENT OF TEMPORARY STREET CLOSURE BARRICADES, DETOUR SIGNAGE, ETC., ) II, ��; .r ,- t �'� 41 % . O ,�, \ _ " „> Q R NS OF N. PANTOPS AS REQUIRED TO INSTALL SF #1C, DD #lA, DD #16, AND SILT „,n; \ G539 11 . \ . \ / E &S (TYP.) r z r> ; #1C i Q TRAP ST #1. REMOVE PORTIONS OF EX. PARKING LOT AND INDIVIDUAL TREES AS REQUIRED TO y DD 3 INSTALL DD #1C DD #1D AND SILT TRAP ST #2 - NOTE: EX. RIP -RAP SHALL REMAIN TO SERVE AS GENERAL NOTE EX �,.`''' �~ n G 40.5 _I_ LOD OUTLET PROTECTION DOWNSTIREAM OF SILT TRAP #2 DISCHARGE WF!R. SEE SILT TRAP DETAIL - �Ik II PLAN SHT. C -3.2b. A. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL RE UIRED G1'W ✓ " s ,'' \ t V ,4,. 4 Q PERMITS FOR DEMOLITION, ":- _.,.� we CE( - "\ " II" REMOVE REMAINING PORTIONS OF EX. PARKING LOT, REMOVE REMAINING PORTIONS OF N. LAND DISTURBANCE, WORK WITHIN PUBLIC RIGHTS-OF-WAY, ETC. AS REQUIRED. \. , c f a r,;, PANTOPS DR. NORTH OF ST #1, BEGIN DEMOLITION OF VERTICAL STRUCTURES (EX. RESTAURANT) B ' ,r, " CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DEMOLITION WITH THE " „> ;c, a' * i,„ _ \ )' s= a'. ;, PER PLAN SHT C 3.1. COMPLETE: CLEARING /GRUBBING OPERATIONS, STRIP TOPSOIL (NOTE. A \ p d ; , �,_ APPLICABLE UTILITY COMPANY /OWNER. ;- - - ,,. s 1 _ FI SILT FENCE AROUND M, �; '� ( ,J „ -U,?' TEMPORARY STOCKPILE OF TOPSOIL SHALL BE PROTECTED WITH U ENTIRE ,: 1 - -- - P ",! PERIMETER AT ALL TIMES C. THE CONTRACTOR IS RESPONSIBLE FOR THE LAWFUL REMOVAL AND DISPOSAL OF ALL ,.. 2 TP 1 3 n: \ s ; ,: \ P R I T/ _ - ) EXCAVATED MATERIAL. t ,, ",k., � .,' 540 ) ^. _ -- k. BEGIN DEMOLITION OF OTHER SITE APPURTENANCES AS DESCRIBED ON PLAN SHT C 3.1 AND AS s . ,,7 -�- ;a q, \ /\� / = ,,, REQUIRED TO FACILITATE THE PROPOSED IMPROVEMENTS. D. TEMPORARY SOIL STOCKPILES SHALL BE PROTECTED WITH PERIMETER SILT FENCE AS 11 - X wc, S'' REQUIRED. CONTRACTOR IS RESPONSIBLE FOR THE LAWFUL REMOVAL AND DISPOSAL OF 93 r.,, ol _/ „ °- , „r - S I. BEGIN ROUGH GRADING OPERATIONS - ROUGH GRADE BUILDING PAD AND PORTIONS OF LUXOR ALL EXISTING FEATURES NOTED TO BE RE S _�� v MOVED OR DEMOLISHED UNLESS SPECIFICALLY P", 11 t "�s �•� \ \I \ `i� RD AS INDICATED. NOTE: A REPRESENTATIVE FROM THE GEOTECHNICAL ENGINEERING FIRM i. /+ /A\ NOTED OTHERWISE. j? "' , i � ( 1" ;, ASSIGNED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS SPECIFIC TO MONITORING OF w „I ,!^'INV.OUT =533 �' I, Q \ > \ ^� % - 538 , EARTHWORK OPERATIONS SHAILL BE ON -SITE DURING FILL OPERATIONS AND DURING ' EX. CONTOURS (TYP.) ° ' "'�I'" r, =' CONSTRUCTION OF RETAINING'WALLS. Ill" /T IAI ' < fA II G OUND ELEDVATION ATROX. 5 :.,':`'` ", F 5 30 y I 0 :. ,'I° ,,", _,r.srMMH ;" , ,,:- ,.�� - -•' u - m. APPLY TEMPORARY SEEDING. -'�, RIM - 53367. ' S W COMPLETION OF PHASE 1 - 11 �._, - ' ": F'' E &S (TYP.) „< -1` % DD 3 SEQUENCE OF CONSTRUCTION CONTINUED ON PLAN SHEET C -3.2b I . NV= 530.49c , y� �s , S Q k: I T5 \W. „,I, ys1 3 ll', ,', ;U, L PLAN PHASE 2 . .,, EROSION AND SEDIMENT CONTROL ,,, s a,,;:- - � j ' 536 k,,:' 111 .'' :'"'A4,: „RGP ;,��y ' . -.t �.�- r 'T 'C7 �'2 I ,. , in, r,<n � '' I I,n I \\ E��5 x. ,,. n ,, >> Al W � 11 I -, \ 1 I P k X " 7 >. 535 r" ,, �.. -, s ,, , „ , i,5„ I CD #1D - CONTOURS DEPICTAPPROX. / T Ex srh! MN \ ply-5:U. 65 - '� aIj S ROUND ELEVATION AT ,_,� , "tf LEGEND OF E &S CONTROL MEASURES: - 1N&,,5YfA3s,, � � COMPLETION OF PHASE 1 a G i-o \,..` +. �\ 6537• m,' E &S TYP. �� 4 SYMBOL DESCRIPTION SYMBOL DESCRIPTION , �. T ( ) 6535.5 I " ,, rG E. SEDIMENT TRAP Exuc,Hr POLL' �: T 3 2 n ;',, ,,:,;,, TEMPORARY 11 DA = 1.35 AC. sa :j OD LIMITS OF TS u , I -l: w_ DISTURBANCE SEEDING SEE DTL. SHT. C 3.2b. �� �:,: T.B.M. ' -', " _L � �1:, 4 1 `r 6 DIVERSION DD CHISELED „ 1„ 2 , -; \ �(a _ 4; 3 ;. �, CONSTRUCTION T - 1•: -,;;y CE DIKE ELEV.= 533.63 r, : - d.. -- , . ENTRANCE % Z 541.2 CHECK NAVD 88 2j' F #1B i ,?, <, a ROCK 1111, � \ .,, St Ht: `O DAM - 541 „" "., . _ 533 D - IP r; I INLET /CULVERT ,. �� 540 � -5P.5-- „YL INLET PROTECTION 11 ,,,,'lli„ 4 \c" S,4N' L' # 3 5 "3y jam_- �3 _ \ ti �\ 3 T.B.M. -SF- SF SILT FENCE ST TEMPORARY r U` cw;, 8 / / \ „ TOP OF CURB SEDIMENT TRAP r, � j \ \ r', �,,, T TP TREE PROTECTION _,, S ,� �_ �- �. / /`- ELEV. 533.53 P -O O ,.��_ _ �fi #1A . , . ,. „� � - , , / . ;- -:- - I 1_ ,_ ,;.,., NAVD 88 (SEE SHEET LS -1,1 , ,, •t SEDIMENT TRAP 1 SF /� �: s� �,,. ,: I � .. O,. � �.�,,P ,�# ;.1, 537'<,536 -'�' � j � °�� �,, � '� �I" FOR DTL.) .3" ..,..... '. ,,-.''' DRAIN AREA _ �,, 535 / IW, ,;I 3, "! 3 534 / / I I f \ F _ I'll .,�>�' .._ - -_-� ., M1, / �i:/ ' I'', svl "u11 III„ 5 T 3 �.: �._ , ,. T awn, ._ � 6273 - - ) . F J :h; v s ,... ," �,, / l eox c �,. .. � ., , , _,�;; � ,,, ' ���,:u \j,_ / T I `,. 535 \ L ----- s! - "' `'U a! =- n ; „ - r., _ - - , I" EX.ASPHA 5 jlv EXS 4 /NT T� 534 4,1:' .,` ___� -5 "'" _ �\ _ 3 f x y. �- n ° ' ED�c PlN(S, f m { r MARK o,.'- o l; I - y \, 5 � , .1 ,. u k a_ omo fir °ars 1'�N`B . . , - n . t _ _ _ ..... '' �_. S-�� -l� .( ,I „':I - ", 1 _ 1:.?, ^ , __ . - -.. _ .,.„ ,. _ , ' i' `'-- -` , ^,-*�, �� , t' --..!.!I'- . RI j PAP ` _� �---- SEDIMENTTRAP f \ „a;1 a - 5 �.S :; 3 T \ \ #lA �_ C` C7 DA = 0.91 AC. h ti. _ N'. SF 1 S i �� F _. „ SEE DTL -SHT. C -3.2b. ._ ,.., ; �„ , ,. O" _ „° s O , II s ` a - - _ 1. EY TEL 3 � ;r � -*"` � 1 - 1 _�S ,. , , . PER 'T C,.",, T o "it ° -1 . -..\1 �_. :: .41 .._ -_.. 11`of ^ __... -_ _ / _ �. -I- €X rEL v 1 TP "' \ ,.. A+ , ¢,..,a,.�� f' �...�/ -. ___ Q _ _. -. -. __ - .mil "" a� / ,., �� - -_. V - JJ 1 ! I„ �I " ' / ,�"lil, \\ tea" L- ..`i: C. G. Z -.. -__ - ._.._.. - - _ "f 1� ': !; _ -.- -. • . , -... \..._- ..: .,_- - ° - - -• .-�' -_ - .: f.'. \( - � -FX DEL.:. . , _ TP - - AP n.,, S , #1A I - l F,v.RIP�R _I PEDESTAL - I, SGv ^r 7RAFFlC SF 1 ` - A - -- S sAN 0 k- 1 / 4 �� M� 3 DD � v_; V, CNTRL.BOX - o - - ;.• G5 6.5 EG , a NOTE: �� -- O 1. �/ i:7 LJ E °w,° . , _ __ „, SEE PLAN SHEET C -T.4 FOR TEMPORARY TRAFFIC CONTROL MEASURES. r P r - EKF.ES ., D L ,, . s. ,,,, - r = -. x� v, r^��w,! ,���J a, .; , c;� ;'- 6520.0 _ ;y #1E #1B SF - -- 6528° .,- ",mnFl s,-,Iu -a 20 10 0 20 40 1 „ -- _ s EX, CO - 11 E ` � P ,° ---- -- ,1, „ `- - ►"L( llwi , ,, t, �- °1 IP 3 e(, s, o y _----- ---_ -- : , , \s , F,6 � F. { =,=,1. ,.,a � . � -1�� �,��uaro�gr srasl�a )':; �►- #1 #1E *C, ;, , , 1 . CD _ �<', - - -- - - aaumi1 °.,.a �n_':,m , r � - -- - ---�- SF 3 6 DD 5 - :' �` e / Scale in Feet 1 inch= 20 ft c C ,- - , 7; ,„ r, '.k. ,� E S cr - CD 1 ? __ _ _. _ G5 21.5 S 11',, _ . .�. ._ I S 1 -, - - -- \� � : I ,��Y --- �- (Do EKCURR INLEr \ a ; ^1° ZC` II RIM= 519.01 a '' {1�L� EX SOLID YELLOW PAS ? j n u 1�: ` �� I I ■ GRATE ELEV= 51B.53 OQ� o 0 ©©Q 1 0 / E o 4 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By 0 Mark Date By 0 ,NLTH OF tj' , , , 400 y 1 a ' JAMES M. DUNN '- U >: - �- Lic. No 41830 1.0 . 5 SSIDNAL �Cs N j L- 0 a) 00 � M O rn ® z 0- 00 ® • 'Smr, N N = fl) ® Q� ONE ® Q1 ~ > Q C7w"' 06 m < =a CIA a a Ln Zw�:�� • wwr� O� OCVc7' MW O° n Ln o = o> m a L T i V) STORE #3187 FSU S06 PantoP s Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN PHASE 1 DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 01 12 14 Date • .�_� Drawn By : H &D Checked By: H &D Sheet C-3.2a NOTE: WHEN MATERIAL WITH A HIGH MOISTURE CONTENT IS IMMEDIATELY LOADED ONTO A TRUCK UPON EXCAVATION AND HAULED OFF SITE, TRUCK BED(S) SHALL BE LINED AS DIRECTED BY THE COUNTY'S EROSION & SEDIMENT CONTROL INSPECTOR AND AS REQUIRED TO PROTECT ROADWAYS (BOTH PUBLIC AND PRIVATE). NOTE: WHENEVER SEDIMENT -LADEN WATER IS REMOVED FROM A CONSTRUCTION SITE BY MEANS OF PUMPING, A TEMPORARY SETTLING & FILTERING DEVICE SHALL BE USED TO FILTER THE SEDIMENT -LADEN WATER PRIOR TO THE WATER BEING DISCHARGED OFF -SITE. NORTHEAST RETAINING WALL " LOv I 'm ____�_����� , ,�,� - �, ,� � T :„ _ _­:�i, _ :.! ,_ _ : _ .. �,i�1:1,t,, NOTE: NO DEMOLITION OR LAND DISTURBANCE SHALL TAKE PLACE UNTIL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE COUNTY AND ALL NECESSARY PERMITS HAVE BEEN OBTAINED. SEE PLAN SHEET C -3.1 FOR LIMITS OF DEMOLITION. NOTE: ALL EXCAVATED MATERIAL THAT IS NOT IMMEDIATELY LOADED INTO A TRUCK BED AND HAULED OFF -SITE SHALL BE PLACED WITHIN A TEMPORARY SOIL STOCKPILE AREA. SILT FENCE SHALL BE INSTALLED AROUND THE ENTIRE PERIMETER OF ALL TEMPORARY SOIL STOCKPILE AREAS. ,_ ") r 5 _ r f- �2 I S r i" n v ; z -, - � ,1 "T � �� '', ;%} TEMP. TOPSOIL Gj 1 \ If I _. STOCKPILE ill _ .� ,1 , - S , z i / ' n i / i �, 1 , 1` SF 1 I -) /;, /, i G� �S AS AS _S__ I'� ,w, __= -..... -,._,. __, I I ,- I - - ? �% ''I 1 r '? - : -.. - -- -_ . - -- - __ -- t / 1 i I .,,F' : ___ , 11.1 4 / , ! 1 ; 1 yI 1+ ,:., ". ; i �'/ ,, � 111 i % / ;; 1 u !. 1 B3 9 r , I �. 45 \ - -,1 _4: (� I 5 _ - 1_ i,'; + }I ? i \-/ B2 l _ _ r' . -r,. - - - -- - - -- ---,-- .- --_ _ -_ -- �. _-_ _ ---- _ _ _ - -� - -. __._., -- _ ,�... �+ -- - _ f.1� \ t� 66 9 I + _.I - ,� , 1 /(; ; f s l, ' ! � s I � �} O r_ Q 54� Ij r'' - ty�� O I. 1 V 62 INLET PROTECTION APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, R 5 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. - - - GRADING OR OTHER CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS - -3-0 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. - SILT FENCE ST 'f TEMPORARY THE FIRST STEP IN CLEARING. SEDIMENT TRAP TF- TP 1 TREE PROTECTION 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE (SEE SHEET LS -1.1 SEDIMENT TRAP OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. MAINTAINED ON THE SITE AT ALL TIMES. ' FOR DTL.) - ° DRAIN AREA 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR DRAINAGE CHANNEL. OTHER WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM AUTHORITY. )TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION J 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA DETERMINED BY THE PLAN APPROVING AUTHORITY. 11 ff STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CHI PART 1926). 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT "I 5 ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT I 11 PLAN CALL -OUT NOTES O UNTIL FINAL STABILIZATION IS ACHIEVED. AND SEQUENCE OF CONSTRUCTION : 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 1' • 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND SEQUENCE OF CONSTRUCTION CONTINUED FROM PLAN SHEET C 3.2a (EROSION AND SEDIMENT ,x AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CONTROL PLAN PHASE 1). I i, 11 ab Ix:, t „ _ ° 5 3 "F CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL 551iau '` ,`! _- O n. PERIMETER E &S CONTROLS, TREE PROTECTION, INLET PROTECTION, ETC. INSTALLED WITH PHASE BE MADE IMMEDIATELY. 1 E &S TO REMAIN. 10. ALL FILL MATERIAL TO BETAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. D rl� o. EXCAVATE BUILT -UP SEDIMENT FROM SEDIMENT TRAPS. MODIFY TOP OF BANK AT ST2 AS DD 552 "`'" -' O _ 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL INDICATED / AS REQUIRED. SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH OR OTHER \ \ ... ,, 3O p. MODIFY DD #1C AS INDICATED. DEBRIS. �,, /� 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER Oq. INSTALL PHASE 2 CONSTRUCTION ENTRANCE CE2, AND ROUGH GRADE LUXOR ROAD NORTH / ZONING ORDINANCE SECTION 5.1.28. SSI NORTHEAST OF SEDIMENT TRAP #2, BEGIN CONSTRUCTION OF NORTH EAST RETAINING WALL, UPON COMPLETION OF NORTH EAST RETAINING WALL, CONSTRUCT CURB & GUTTER IN LUXOR 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF � S ROAD NORTH / NORTHEAST OF SEDIMENT TRAP #2. THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT r. REMOVE EX. METAL CULVERT CIP #1 CD #1D AND PHASE 1 CONSTRUCTION ENTRANCE NOT � _; 5 ( SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. O ILLUSTRATED), INSTALL CURB &GUTTER IN N. PANTOPS DRIVE, INSTALL SF #2A. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT � 6 s. FIELD LOCATE EXISTING UTILITIES IN THE VICINITY OF THE PROP. LUXOR ROAD / RICHMOND ROAD MAINTAINS LATERAL SUPPORT, OR IN ORDER TO MINIMIZE HAZARD TO PERSONS, INTERSECTION (SEE ALSO PLAN SHT. C -5.0). REMOVE CD #1B AND REGRADE ROADSIDE DITCH PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY `� k , BETWEEN CD #1A AND STORM STIR. D1 (SEE PLAN SHT. C -3.0), INSTALL PROP. STORM FROM D1 TO PUBLIC STREET BECAUSE OF SLIDES, SINKING OR COLLAPSE. D5 (BEGINNING AT LOW END). NOTE: TOP UNITS OF INLETS CAN BE INSTALLED SEPARATELY, •, 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR +, c_C' HOWEVER MEASURES SHALL BE IMPLEMENTED TO COVER/ PROTECT THE OPENINGS UNTIL TOP \, \ ., CONVERTTO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE UNITS ARE INSTALLED. INSTALL CULVERT INLET PROTECTION CIP #2 AT STR. D5 AND RIP -RAP ,i ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ,�, >' OUTLET PROTECTION AT STIR. D1. INSTALL INLET PROTECTION AT CURB STRUCTURES ONCE TOP \�. \ ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 1 UNITS ARE INSTALLED SEE PLAN SHT. C 3.0 FOR STORM SEWER SCHEDULES. 17 TEMPORARY STABILIZATION SHALL BE TEMPORARY SEE , ` �r / DING AND MULCHING. SEEDING `,, , / rr 7 t. INSTALL DD #2 TO DIVERT RUNOFF INTO STORM STIR. D5 AS INDICATED. REMOVE PORTIONS OF TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST t1, ,, O , J DD #1E AND PORTIONS OF SF AT INTERSECTION / AS INDICATED. OF A 50/50 MIS OF ANNUAL RYE, OR MAY THROUGH AUGUSTTO CONSIST OF GERMAN t,, \ , 1, ;' - MILLER. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100SF. ALTERNATIVES ARE SUBJECT ', � U. BEGIN INSTALLATION OF STORM FROM Cl TO C3 (BEGINNING AT LOW END). NOTE: TOP UNITS OF TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. i,1 I'. ?911 O INLETS CAN BE INSTALLED SEPARATELY, HOWEVER MEASURES SHALL BE IMPLEMENTED TO E COVER PROTECT THE OPENINGS UNTIL TOP UNITS ARE INSTALLED INSTALL INLET PROTECTION 18. PERMANENT STABILIZATION SHALL I BE LIME AND FERTILIZER PERMANENT S E DING AND I 1 i i!1 1, y1 ONCE TOP UNITS ARE INSTALLED. INSTALL SANITARY SEWER LATERAL FROM EX. MANHOLE TO MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1,000LBS /ACRE AND f 1 _ - - -. j y S I ^ CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 M.! L - ! Il rr j ( PROP. CLEANOUT H STARTING AT CONNECTION TO EXISTING/ LOW END (SEE PLAN SHT PS -1.0). o 0 W S 1 + -=1, /� j - � S 5, LBS /ACRE AND CONSIST OF 95 /o KENTUCKY 31 OR TALL FESCUE AND 0 -5/o PERENNIAL 11 O "� ,l I 1 REGRADE DITCH FROM C1 TO D6, TO D5 AND INSTALL RIP -RAP OUTLET PROTECTION AT C1- SEE +.+ J ,, 1 \ \ I , r ';', 'r � 1 } I, 1'� RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 j /+ A I 1l PLAN SHT. C 3.0 FOR STORM SEVNER SCHEDULES. APPLY TEMPORARY SEEDING. , /,; t I I i ;r ;f 1 ' :I I , Sg � I. SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL \ ' `T -_ ` 1 '1I1 „ ' Ij I I' v. CONSTRUCT RETAINING WALL AT DRIVE THRU SEE PLAN SHTS C-6.0 AND C-6.1). ADJUST INSPECTOR. F1 v:. r /I O '" " 9 ,.,.,1 ',Sr; f ,. ,I1. 9 I I RELOCATE E &S MEASURES AS REQUIRED. CONSTRUCT STORM SYSTEMS B AND A. INSTALL INLET 1 MAINTENANCE: C ,, 65 9. AINTE ANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH 3 , } ti` ,;,I; 1 PROTECTION. BEGIN ON SITE CURB &GUTTER OPERATIONS. RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED I 'I _ i x l;' 1 I P 9 I 1r' ' 43 I 1 �? o I 5 IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50/ OF THE WET STORAGE "i lik / l ;.i \, w. INSTALL TEMPORARY TRAFFIC CONTROLS IN RICHMOND ROAD AS REQUIRED SEE PLAN SHT. a. I 1 i I Y II 1 10 Q ( VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 11 C -T.4 , BEGIN IMPROVEMENTS AT EX. N. PANTOPS DRIVE RICHMOND RD. INTERSECTION AND AT ?'r` I I CONTOURS DEPICT APPROX. , ! �i ! 11 + ++ ? r, ) / NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES ° . Al 9 I I �1 ' I GROUND ELEVATION AT ,i , jI ; j' ) j? 54R 1 PROPOSED LUXOR /RICHMOND RD. INTERSECTION. REMOVE SF #1C. ADJUST/ RELOCATE EX. WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND ,I " +� r/, i ' ,! �'�,. \;, j i r' I+ !' i f l STORM STRUCTURE D7. COMPLIETE ALL IMPROVEMENTS IN RICHMOND ROAD TO LIMITS OF Ti O COMPLETION OF PHASE 2 ,/,r ,,' ' , Il REPAIRED. ,ti �;; , /' ; r f+ CLEAR ZONE / TO LIMITS INDICATED AND PAVING OPERATIONS IN N. PANTOPS DRIVE. NOTE: 11 IP 9 !1 E &S (TYP.) ! I ? LOD ��- ` ` ( lj ,, ;: � WORK IN RICHMOND ROAD SHALL ONLY OCCUR DURING NIGHTTIME HOURS SEE SHT. C T.4 AND 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED O 7 ,,,y A v, _ WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER S� ,i „ T ,1 , "` SHALL BE SCHEDULED TO BEGIN / END AS EXPEDITIOUSLY AS PRACTh ,L. INSTALL SF #2B, APPLY NEEDED, SUBJECTTO APPROVAL BY THE COUNTY EROSION CONTROL INPPECTOR. u� F 1 ! ", ` i % , S TEMPORARY SEEDING. O 6 sup ', \ /;' A rj I 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF 1. 9 _�_ - 9 64 ' /, / x. CONSTRUCT PUBLIC UTILITY IMPROVEMENTS (WATER), CONTINUE PRIVATE SANITARY SEWER THE DATE OF APPROVAL (WATER PROTECTION ORDINANCE SECTION 17 -204G . P #1 S s� C, / ' ! / i;i',' IMPROVEMENTS, BEGIN PRIVATE WATER SERVICE CONSTRUCTION (SEE PLAN SHT PS -1.0). INSTALL ) -4. O5 : "I � cp , '1 42 / - 22. N ( ) ` U _ _ - - ' , : BASE STONE ON SITE AND IN LUXOR ROAD NORTH / NORTHEAST OF SEDIMENT TRAP #2. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE 9 -` :_� . -.__., -- -- - 5 y MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED WATER .:. B1 9 fi Sg I y. ONCE CONTRIBUTING AREAS HAVE BEEN ADEQUATELY STABILIZED AND /OR PROTECTED, REMOVE PROTECTION ORDINANCE SECTION 17-207B). ,.... -_._- Y,_- r_ ____ _- 9 IP ..00 ( r DIVERSION DIKES. REMOVE SEDIMENT TRAP #1. FINE GRADE /TOPSOIL /AND APPLY PERMANENT 11 O.' ;,^ -- \ _ _ _ -- _ . 2 �`, SEEDING TO DENUDED AREAS. },'. - )[K] / GENERAL NOTES: s \\ i _ l "'`S 9;." lyl r` 544 1 Z. REMOVE SEDIMENTTRAP #2. COMPLETE CURB & GUTTER OPRATIONS IN LUXOR ROAD AND \ , lj? I -- \ //-4, , n O ON SITE. INSTALL BASE COURSE OF ASPHALT ON -SITE AND IN LUXOR WOAD. S �t I r __. - S- \1 \ [;• 543 1 +; A. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR DEMOLITION, ;;__ = 1 1 > i r? i aa. REMOVE CD #16, FINE GRADE, INSTALL JUTE MAT AND APPLY PERMANENT SEEDING TO ROADSIDE LAND DISTURBANCE, WORK WITHIN PUBLIC RIGHTS-OF-WAY, ETC. AS REQUIRED. Ill 1, I I 42/' ;� ' DITCHES (SEE PLAN SHT. C-3.0). � 1 BytY +, � , ;, � 11� I ( � 5 ,� / t B. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DEMOLITION WITH THE \ �' 1 - END PH.2 E &S - SEE ab. - ac. BELOW AND PLAN SHEET C -3.0 FOR CONTINl;ATION OF WORK. APPLICABLE UTILITY COMPANY OWNER. '„ 5 - -:. I _ .__.__- - - - - - -- _..__ -- _- - - - - -- +f ,, , � ---- -- - -- T - - - - -- - -- - _ - __., - �---- - - - -_- 1_1_411- - __ ._._____ (' C. THE CONTRACTOR 15 RESPONSIBLE FOR THE LAWFUL REM V I .� I \:� ,, 0 AL AND DISPOSAL OF ALL „s -- ._ -__ -. '�"^' S 1 ab. COMPLETE SIDEWALK CONSTRUCTION. APPLY TOPSOIL, FINE GRADE AND APPLY PERMANENT 0#2A „ ,1 �. _'.: - - -- -- - P, 41 EXCAVATED MATERIAL. - t f _s 5 .,,,.I -_ _ �, H,, \\ 1 - -- - - \ SEEDING INSTALL LANDSCAPING INSTALL SURFACE COURSE OF ASP. ,LT. :I O - o- - -- - -� ," 1 ,\ l� /__ + D. TEMPORARY SOIL STOCKPILES SHALL BE PROTECTED WITH PERIMETER SILT FENCE AS ,, \,� I T , is I/ - ac. UPON ACHIEVING ADEQUATE ST- ABILIZATION AS DETERMINED BY THE LOCAL E &S INSPECTOR, -- REMOVE \,- __ _ - \ Q REQUIRED. CONTRACTOR IS RESPONSIBLE FOR THE LAWFUL REMOVAL AND DISPOSAL OF 5 \ ., , :, 540 CULVERT \ \ "' REMOVE REMAINING TEMPORARY E &S MEASURES. I'll \. , �_ , , , ,<, , . ALL EXISTING FEATURES NOTED TO BE REMOVED OR DEMOLISHED UNLESS SPECIFICALLY 1 11 NOTED OTHERWISE. �� / �� V A.. CONTOURS DEPICT APPROX. ,_'- ��„ , "_ °ii-, .;, �;� i� . \'S \ - � ,V 539 11 , I O' �j ti,1 `J,• \ \\ GROUND ELEVATION AT I \r 7f ' 4W ti, ,� S3 y'�, �I I S� �, COMPLETION OF PHASE 1 i I � i 8 ,i -�1 g S� S 1s a2 `,, E &S (TYP.) \ ` \ - #1D D ORIGINAL .11 I 1' 9` °,, II J S2) GROUND ELEV. I "I \. t ,,. + ,.,r ^: >�rx,";-' -, f,,,- 4:, ,, ^ ,\` , d 1,., � f f I 3 +., ,, Ali:, - i 1. 11-i 11 TS D 1 1 ,�,,rr "' .r. ;�a:l ' , , 1 I P ':. r I �;_ ::,7 ' "•'e, '' - - - -. -- - -r- - , , ,, : - , :7" n(�i ,r,4 , \ + , , r4 ,:r'. _ ; ,t ., ,, \ ! -. 1 i C >I h�i`.�' of , 2 LI , , DRY STORAGE < S ORAGE � c,Q ar,. 2 11 , ,' \ ,,.,- TABLE � 9 L'OL of . 42 w, B) 1 �1 Ho ORIGINAL <_ i 67 CU. YD. /ACRE oh°c occc _ .. - '', F r 3 n ,, ,., 1 111: Hl (Hoi W c o� GROUND i'. [., - a, 1 r <;. _. ELEV. Oo . , r r �i 1 I P r.,, 'i', \ ,,, \ ,_ ",' 1.5 0.5 2.0 +tl O CD 1D -`'. *, \ ,„ 535 , _ WET STORAGE X ;, ? , 2 ;, ., - L, = 2.0 1.0 2.0 �A 67 CU. YD. /ACRE i. C� CLASS � ' „ 3� \ q, I 2.5 1.5 2.5 EXCAVATED COARSE RIP -RAP S ,, I I - - j( !j ! , 3.0 2.0 2.5 ( ) : AGGREGATE FILTER CLOTH 5 D #1D RE,MOVE SF '1 n \\ °, \: "f' �. .a ,,.. ,1 1 ( . 3.5 2.5 3.0 ,,, \;, \\ L, N , I/ 533 r! 4.0 3.0 3.0 `\ :- ! i ri I CROSS SECTION A -A THROUGH OUTLET 11 1,11N, \ 2 - t f , 5.50 3.5 4.0 ) \ 1 _ 4.0 4.5 T. 3. M. : \ �\, A I 1 s� �`, , TABLE OF DIMENSIONS A , r „� i 4n CHISELED "❑ S \ #1C \ ___....­:________1_ - r 4�' CONTOURS DEPICTAPPROX. A F1 Ex/ a� iixit� I ,I:. TS \ bD 1 1 f` GROUND ELEVATION AT I : -11 NAW/D 88 :,. 32 '' i COMPLETION OF PHASE 2 I l:, S4 f; ' \ \ ., 9 � J ,. #1C, - -- ' - DD 1_ 3 .::___ ---- - - _ �\ PROPOSED CONTOURS (TYP. �"N s., �\ �`'' -' -� -- -- - 1 5- I T.B.M. SEE PLAN SHT. C-3.0) `. =:`= n. ( 8 IF, : \r. f' I� z 54° / / �r REQ'D STO. VOLUME TRAP DIMENSIONS ST # i AJ (N) `•,C (HS' CHJ `.0 IrV1%1 (CY) (FT) 1 90.5 90.5 3 2.5 1,5 8.1 2.5 2 90.5 90.5 3 1. 2.5 5 8.1 2.5 PLAN VIEW }. - tt TOP OF CURB _ ,& r C2 8 „f I _ 53 DIVERSION DIKE \ , / / / - ELEV 533 � x , \ r.. _ `� ; =,I LENGTH (IN FEET) _ +, \ � #116 ., I, _. ._ I.� -._� �..�_� / /�i � ' -r �' -i � I �ff" � � �' � -. NAND 88 6 x DRAIN AREA (IN AC. / ) 11, \,, ODD L '111 I¢I :4,h. 538 / / !I-r / , (r` I � ,: S� _1 537 _ . 6 /i / / i I ,, , s 53 % %/ \, �S i '' 4 ✓, SF 1 S� CLASS I RIPRAP f=, I 53 O t I > „, _ - I / - 327 5 -I -,.- - C. L -,I_ . _, .. ", % S C >, jIII T 2'� ri I- lF.:,,.It. `' ,., l7 .. -, - 1r"f. 1:J,..1C7 ]Crt1r, ,,...,. / ►' _,: I it" � ti e _ >� � � _ 1- , „ L-- -533: y -:. - _ ,,, - . S,fi , _ ' 1 34 . r,,,. r: _ L.--II � ,+ _.. COARSE GG EGATE {.,cs "t -, _. n`. S VDOT #3 #357 OR #5 1 a.- . - ' S� / _ _ . . ILTER CLOTH � „'„ t 532 g , SF " -7 g - EXCAVATED LL I I, ST1 � � \ . 0- O y_ N AREA \ I_ Z% �J�� O 1 �I 1 2 rR,�' H s \ F � ,,,r- �,:, f 2 �1�' -, OUTLET (PERSPECTIVE VIEW) + n ,- 527 _:i' - ---7 - r -`�1 ra _ ;` -- _ --- I }� JJ TP 1 6 . tm, -, 527 SEDIMENT TRAP DETAIL �y ,.x ,.. s r #1A ;,� , :�'�,. ( ..t'.,,1. __: �_�_. i f � I � %� "•; '--►. -_. NOT TO SCALE PLATE 3.13 1 DD P TS ,if - - D , I r? _ 5z5 O � , F- t :;_t .I,u ti 525 J„ i 6 D3 f - �_ -- - / J( _. _ I,, ,� 0041 ; w _�_ w , ( s n _ -,� 1... , ,_, l4. J G526.5 i,r,. , r �;. �� -524 "I � �,.,, , R _ I1 ,1 �^ -� J"E ,u: - -._- ,. t.-, , r :. „_ - +:; PILAF NOTE: 4,r: I ,,, 523 -6 IP , 523 ?- 10 D7 - :,.,> a„ ', - / , - = D1 6 _'' SEE PLAN SHEET C T.4 FOR TEMPORARY TRAFFIC CONTROL MEASURES. , +: wwutmotti C 5- D5 00, + „ 522 +w. ,:,:, " " �. ,, r I P 6 I f 3 - _ , �. 2.,_ 21 : k - - - -_F r <. -. !�At SF ,. -, __. �_ ,. , _� _ /, „.. 1 r . , � - .-__, _� :- :.. , 1 , -- - _- ., `"�' �:;!I >., ,,t 20 10 0 20 40 T D6 -,, _ _.._ ,, ._... -_ - RY.. F - -� �J: , - - \, _ -.._ _,_ s 1 10 SF SF SF - - -_,• #2 1 CD,,o Scale m Feet 1 inch= 20 ft. :, 4 r - SF i - _--- -- - I 6 -; S ,.._I _ ..- , r ..__ S.F u - -. -. .. �,�....a -- x.. ., . -.,- n n. ,.. M i .. a ., ,`.l- I -.. e q ... .. ,.. _... 3.. _x"�y c-- '�'�.,+� _a - I 1 _ _ ,, _ � .. .. _.- .. , - ". <..�e,:. '_ - _ _,., . � r.;, - _- ,..r., ,., - .. _ r.._:..> _- - ,,,.�a _ s�,, , ,r,. , ._, r _ I C <_ ,-. ! � �__._ ....... a_.� _..z.�, S 7 _ n I �r. _ a .n O .. ,- , _. 11 , 0 1 IP � ,' �, 0 0I 11 O -, p id 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By A Mark Date By A , ��N'- H of � �, �W _ , - �, _ C� 0 JAMES M. DUNN '- U �> 1 Llc No 41830 , 4, , � . "'y SIGNAL N 05- ® Q) 00 1% m o rn z ® a- >- m 00 ® ! �:Nr.� 0 (n z m Un S- Nr11 O >a ® �w� �. zY. =Q r LU ro Z w �L� w = 00 ® L_ 0 r, IoW /�/ CC N o 2 O> m a L _ (=3 7 �,:� STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virgunia COUNTY APP. NO.: SDP201400018 SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN PHASE 2 DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date :12/01/14 Drawn By : H &D Checked By: H &D Sheet C-392b 11*1���� ALBEMARLE COUNTY A ALBEMARLE COUNTY GENERAL LEGEND O OF E &S CONTROL MEASURES: G GENERAL CONSTRUCTION NOTES: C CONSTRUCTION NOTES FOR EROSION SYMBOL D DESCRIPTION S SYMBOL D DESCRIPTION A AND SEDIMENT CONTOL PLANS: OD L LIMITS OF T TS S TEMPORARY 1 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING 1 ° SEEDING C °I :;, Is * + " DISTURBANCE p pp D DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 1 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 11 D DIVERSION R REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE P PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND CE C CONSTRUCTION D DIKE R REQUIREMENTS OF THE PERMITS SHALL GOVERN. D DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ENTRANCE 2 CD R ROCK CHECK 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 2 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND DAM A AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. M MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE � IP _ ^ I@ I INLET/ CULVERT 3 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE V VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS INLET PROTECTION APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, R 5 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. - - - GRADING OR OTHER CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS - -3-0 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. - SILT FENCE ST 'f TEMPORARY THE FIRST STEP IN CLEARING. SEDIMENT TRAP TF- TP 1 TREE PROTECTION 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE (SEE SHEET LS -1.1 SEDIMENT TRAP OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. MAINTAINED ON THE SITE AT ALL TIMES. ' FOR DTL.) - ° DRAIN AREA 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR DRAINAGE CHANNEL. OTHER WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM AUTHORITY. )TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION J 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA DETERMINED BY THE PLAN APPROVING AUTHORITY. 11 ff STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CHI PART 1926). 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT "I 5 ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT I 11 PLAN CALL -OUT NOTES O UNTIL FINAL STABILIZATION IS ACHIEVED. AND SEQUENCE OF CONSTRUCTION : 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 1' • 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND SEQUENCE OF CONSTRUCTION CONTINUED FROM PLAN SHEET C 3.2a (EROSION AND SEDIMENT ,x AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CONTROL PLAN PHASE 1). I i, 11 ab Ix:, t „ _ ° 5 3 "F CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL 551iau '` ,`! _- O n. PERIMETER E &S CONTROLS, TREE PROTECTION, INLET PROTECTION, ETC. INSTALLED WITH PHASE BE MADE IMMEDIATELY. 1 E &S TO REMAIN. 10. ALL FILL MATERIAL TO BETAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. D rl� o. EXCAVATE BUILT -UP SEDIMENT FROM SEDIMENT TRAPS. MODIFY TOP OF BANK AT ST2 AS DD 552 "`'" -' O _ 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL INDICATED / AS REQUIRED. SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH OR OTHER \ \ ... ,, 3O p. MODIFY DD #1C AS INDICATED. DEBRIS. �,, /� 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER Oq. INSTALL PHASE 2 CONSTRUCTION ENTRANCE CE2, AND ROUGH GRADE LUXOR ROAD NORTH / ZONING ORDINANCE SECTION 5.1.28. SSI NORTHEAST OF SEDIMENT TRAP #2, BEGIN CONSTRUCTION OF NORTH EAST RETAINING WALL, UPON COMPLETION OF NORTH EAST RETAINING WALL, CONSTRUCT CURB & GUTTER IN LUXOR 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF � S ROAD NORTH / NORTHEAST OF SEDIMENT TRAP #2. THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT r. REMOVE EX. METAL CULVERT CIP #1 CD #1D AND PHASE 1 CONSTRUCTION ENTRANCE NOT � _; 5 ( SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. O ILLUSTRATED), INSTALL CURB &GUTTER IN N. PANTOPS DRIVE, INSTALL SF #2A. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT � 6 s. FIELD LOCATE EXISTING UTILITIES IN THE VICINITY OF THE PROP. LUXOR ROAD / RICHMOND ROAD MAINTAINS LATERAL SUPPORT, OR IN ORDER TO MINIMIZE HAZARD TO PERSONS, INTERSECTION (SEE ALSO PLAN SHT. C -5.0). REMOVE CD #1B AND REGRADE ROADSIDE DITCH PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY `� k , BETWEEN CD #1A AND STORM STIR. D1 (SEE PLAN SHT. C -3.0), INSTALL PROP. STORM FROM D1 TO PUBLIC STREET BECAUSE OF SLIDES, SINKING OR COLLAPSE. D5 (BEGINNING AT LOW END). NOTE: TOP UNITS OF INLETS CAN BE INSTALLED SEPARATELY, •, 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR +, c_C' HOWEVER MEASURES SHALL BE IMPLEMENTED TO COVER/ PROTECT THE OPENINGS UNTIL TOP \, \ ., CONVERTTO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE UNITS ARE INSTALLED. INSTALL CULVERT INLET PROTECTION CIP #2 AT STR. D5 AND RIP -RAP ,i ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ,�, >' OUTLET PROTECTION AT STIR. D1. INSTALL INLET PROTECTION AT CURB STRUCTURES ONCE TOP \�. \ ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 1 UNITS ARE INSTALLED SEE PLAN SHT. C 3.0 FOR STORM SEWER SCHEDULES. 17 TEMPORARY STABILIZATION SHALL BE TEMPORARY SEE , ` �r / DING AND MULCHING. SEEDING `,, , / rr 7 t. INSTALL DD #2 TO DIVERT RUNOFF INTO STORM STIR. D5 AS INDICATED. REMOVE PORTIONS OF TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST t1, ,, O , J DD #1E AND PORTIONS OF SF AT INTERSECTION / AS INDICATED. OF A 50/50 MIS OF ANNUAL RYE, OR MAY THROUGH AUGUSTTO CONSIST OF GERMAN t,, \ , 1, ;' - MILLER. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100SF. ALTERNATIVES ARE SUBJECT ', � U. BEGIN INSTALLATION OF STORM FROM Cl TO C3 (BEGINNING AT LOW END). NOTE: TOP UNITS OF TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. i,1 I'. ?911 O INLETS CAN BE INSTALLED SEPARATELY, HOWEVER MEASURES SHALL BE IMPLEMENTED TO E COVER PROTECT THE OPENINGS UNTIL TOP UNITS ARE INSTALLED INSTALL INLET PROTECTION 18. PERMANENT STABILIZATION SHALL I BE LIME AND FERTILIZER PERMANENT S E DING AND I 1 i i!1 1, y1 ONCE TOP UNITS ARE INSTALLED. INSTALL SANITARY SEWER LATERAL FROM EX. MANHOLE TO MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1,000LBS /ACRE AND f 1 _ - - -. j y S I ^ CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 M.! L - ! Il rr j ( PROP. CLEANOUT H STARTING AT CONNECTION TO EXISTING/ LOW END (SEE PLAN SHT PS -1.0). o 0 W S 1 + -=1, /� j - � S 5, LBS /ACRE AND CONSIST OF 95 /o KENTUCKY 31 OR TALL FESCUE AND 0 -5/o PERENNIAL 11 O "� ,l I 1 REGRADE DITCH FROM C1 TO D6, TO D5 AND INSTALL RIP -RAP OUTLET PROTECTION AT C1- SEE +.+ J ,, 1 \ \ I , r ';', 'r � 1 } I, 1'� RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 j /+ A I 1l PLAN SHT. C 3.0 FOR STORM SEVNER SCHEDULES. APPLY TEMPORARY SEEDING. , /,; t I I i ;r ;f 1 ' :I I , Sg � I. SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL \ ' `T -_ ` 1 '1I1 „ ' Ij I I' v. CONSTRUCT RETAINING WALL AT DRIVE THRU SEE PLAN SHTS C-6.0 AND C-6.1). ADJUST INSPECTOR. F1 v:. r /I O '" " 9 ,.,.,1 ',Sr; f ,. ,I1. 9 I I RELOCATE E &S MEASURES AS REQUIRED. CONSTRUCT STORM SYSTEMS B AND A. INSTALL INLET 1 MAINTENANCE: C ,, 65 9. AINTE ANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH 3 , } ti` ,;,I; 1 PROTECTION. BEGIN ON SITE CURB &GUTTER OPERATIONS. RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED I 'I _ i x l;' 1 I P 9 I 1r' ' 43 I 1 �? o I 5 IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50/ OF THE WET STORAGE "i lik / l ;.i \, w. INSTALL TEMPORARY TRAFFIC CONTROLS IN RICHMOND ROAD AS REQUIRED SEE PLAN SHT. a. I 1 i I Y II 1 10 Q ( VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 11 C -T.4 , BEGIN IMPROVEMENTS AT EX. N. PANTOPS DRIVE RICHMOND RD. INTERSECTION AND AT ?'r` I I CONTOURS DEPICT APPROX. , ! �i ! 11 + ++ ? r, ) / NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES ° . Al 9 I I �1 ' I GROUND ELEVATION AT ,i , jI ; j' ) j? 54R 1 PROPOSED LUXOR /RICHMOND RD. INTERSECTION. REMOVE SF #1C. ADJUST/ RELOCATE EX. WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND ,I " +� r/, i ' ,! �'�,. \;, j i r' I+ !' i f l STORM STRUCTURE D7. COMPLIETE ALL IMPROVEMENTS IN RICHMOND ROAD TO LIMITS OF Ti O COMPLETION OF PHASE 2 ,/,r ,,' ' , Il REPAIRED. ,ti �;; , /' ; r f+ CLEAR ZONE / TO LIMITS INDICATED AND PAVING OPERATIONS IN N. PANTOPS DRIVE. NOTE: 11 IP 9 !1 E &S (TYP.) ! I ? LOD ��- ` ` ( lj ,, ;: � WORK IN RICHMOND ROAD SHALL ONLY OCCUR DURING NIGHTTIME HOURS SEE SHT. C T.4 AND 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED O 7 ,,,y A v, _ WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER S� ,i „ T ,1 , "` SHALL BE SCHEDULED TO BEGIN / END AS EXPEDITIOUSLY AS PRACTh ,L. INSTALL SF #2B, APPLY NEEDED, SUBJECTTO APPROVAL BY THE COUNTY EROSION CONTROL INPPECTOR. u� F 1 ! ", ` i % , S TEMPORARY SEEDING. O 6 sup ', \ /;' A rj I 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF 1. 9 _�_ - 9 64 ' /, / x. CONSTRUCT PUBLIC UTILITY IMPROVEMENTS (WATER), CONTINUE PRIVATE SANITARY SEWER THE DATE OF APPROVAL (WATER PROTECTION ORDINANCE SECTION 17 -204G . P #1 S s� C, / ' ! / i;i',' IMPROVEMENTS, BEGIN PRIVATE WATER SERVICE CONSTRUCTION (SEE PLAN SHT PS -1.0). INSTALL ) -4. O5 : "I � cp , '1 42 / - 22. N ( ) ` U _ _ - - ' , : BASE STONE ON SITE AND IN LUXOR ROAD NORTH / NORTHEAST OF SEDIMENT TRAP #2. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE 9 -` :_� . -.__., -- -- - 5 y MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED WATER .:. B1 9 fi Sg I y. ONCE CONTRIBUTING AREAS HAVE BEEN ADEQUATELY STABILIZED AND /OR PROTECTED, REMOVE PROTECTION ORDINANCE SECTION 17-207B). ,.... -_._- Y,_- r_ ____ _- 9 IP ..00 ( r DIVERSION DIKES. REMOVE SEDIMENT TRAP #1. FINE GRADE /TOPSOIL /AND APPLY PERMANENT 11 O.' ;,^ -- \ _ _ _ -- _ . 2 �`, SEEDING TO DENUDED AREAS. },'. - )[K] / GENERAL NOTES: s \\ i _ l "'`S 9;." lyl r` 544 1 Z. REMOVE SEDIMENTTRAP #2. COMPLETE CURB & GUTTER OPRATIONS IN LUXOR ROAD AND \ , lj? I -- \ //-4, , n O ON SITE. INSTALL BASE COURSE OF ASPHALT ON -SITE AND IN LUXOR WOAD. S �t I r __. - S- \1 \ [;• 543 1 +; A. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR DEMOLITION, ;;__ = 1 1 > i r? i aa. REMOVE CD #16, FINE GRADE, INSTALL JUTE MAT AND APPLY PERMANENT SEEDING TO ROADSIDE LAND DISTURBANCE, WORK WITHIN PUBLIC RIGHTS-OF-WAY, ETC. AS REQUIRED. Ill 1, I I 42/' ;� ' DITCHES (SEE PLAN SHT. C-3.0). � 1 BytY +, � , ;, � 11� I ( � 5 ,� / t B. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DEMOLITION WITH THE \ �' 1 - END PH.2 E &S - SEE ab. - ac. BELOW AND PLAN SHEET C -3.0 FOR CONTINl;ATION OF WORK. APPLICABLE UTILITY COMPANY OWNER. '„ 5 - -:. I _ .__.__- - - - - - -- _..__ -- _- - - - - -- +f ,, , � ---- -- - -- T - - - - -- - -- - _ - __., - �---- - - - -_- 1_1_411- - __ ._._____ (' C. THE CONTRACTOR 15 RESPONSIBLE FOR THE LAWFUL REM V I .� I \:� ,, 0 AL AND DISPOSAL OF ALL „s -- ._ -__ -. '�"^' S 1 ab. COMPLETE SIDEWALK CONSTRUCTION. APPLY TOPSOIL, FINE GRADE AND APPLY PERMANENT 0#2A „ ,1 �. _'.: - - -- -- - P, 41 EXCAVATED MATERIAL. - t f _s 5 .,,,.I -_ _ �, H,, \\ 1 - -- - - \ SEEDING INSTALL LANDSCAPING INSTALL SURFACE COURSE OF ASP. ,LT. :I O - o- - -- - -� ," 1 ,\ l� /__ + D. TEMPORARY SOIL STOCKPILES SHALL BE PROTECTED WITH PERIMETER SILT FENCE AS ,, \,� I T , is I/ - ac. UPON ACHIEVING ADEQUATE ST- ABILIZATION AS DETERMINED BY THE LOCAL E &S INSPECTOR, -- REMOVE \,- __ _ - \ Q REQUIRED. CONTRACTOR IS RESPONSIBLE FOR THE LAWFUL REMOVAL AND DISPOSAL OF 5 \ ., , :, 540 CULVERT \ \ "' REMOVE REMAINING TEMPORARY E &S MEASURES. I'll \. , �_ , , , ,<, , . ALL EXISTING FEATURES NOTED TO BE REMOVED OR DEMOLISHED UNLESS SPECIFICALLY 1 11 NOTED OTHERWISE. �� / �� V A.. CONTOURS DEPICT APPROX. ,_'- ��„ , "_ °ii-, .;, �;� i� . \'S \ - � ,V 539 11 , I O' �j ti,1 `J,• \ \\ GROUND ELEVATION AT I \r 7f ' 4W ti, ,� S3 y'�, �I I S� �, COMPLETION OF PHASE 1 i I � i 8 ,i -�1 g S� S 1s a2 `,, E &S (TYP.) \ ` \ - #1D D ORIGINAL .11 I 1' 9` °,, II J S2) GROUND ELEV. I "I \. t ,,. + ,.,r ^: >�rx,";-' -, f,,,- 4:, ,, ^ ,\` , d 1,., � f f I 3 +., ,, Ali:, - i 1. 11-i 11 TS D 1 1 ,�,,rr "' .r. ;�a:l ' , , 1 I P ':. r I �;_ ::,7 ' "•'e, '' - - - -. -- - -r- - , , ,, : - , :7" n(�i ,r,4 , \ + , , r4 ,:r'. _ ; ,t ., ,, \ ! -. 1 i C >I h�i`.�' of , 2 LI , , DRY STORAGE < S ORAGE � c,Q ar,. 2 11 , ,' \ ,,.,- TABLE � 9 L'OL of . 42 w, B) 1 �1 Ho ORIGINAL <_ i 67 CU. YD. /ACRE oh°c occc _ .. - '', F r 3 n ,, ,., 1 111: Hl (Hoi W c o� GROUND i'. [., - a, 1 r <;. _. ELEV. Oo . , r r �i 1 I P r.,, 'i', \ ,,, \ ,_ ",' 1.5 0.5 2.0 +tl O CD 1D -`'. *, \ ,„ 535 , _ WET STORAGE X ;, ? , 2 ;, ., - L, = 2.0 1.0 2.0 �A 67 CU. YD. /ACRE i. C� CLASS � ' „ 3� \ q, I 2.5 1.5 2.5 EXCAVATED COARSE RIP -RAP S ,, I I - - j( !j ! , 3.0 2.0 2.5 ( ) : AGGREGATE FILTER CLOTH 5 D #1D RE,MOVE SF '1 n \\ °, \: "f' �. .a ,,.. ,1 1 ( . 3.5 2.5 3.0 ,,, \;, \\ L, N , I/ 533 r! 4.0 3.0 3.0 `\ :- ! i ri I CROSS SECTION A -A THROUGH OUTLET 11 1,11N, \ 2 - t f , 5.50 3.5 4.0 ) \ 1 _ 4.0 4.5 T. 3. M. : \ �\, A I 1 s� �`, , TABLE OF DIMENSIONS A , r „� i 4n CHISELED "❑ S \ #1C \ ___....­:________1_ - r 4�' CONTOURS DEPICTAPPROX. A F1 Ex/ a� iixit� I ,I:. TS \ bD 1 1 f` GROUND ELEVATION AT I : -11 NAW/D 88 :,. 32 '' i COMPLETION OF PHASE 2 I l:, S4 f; ' \ \ ., 9 � J ,. #1C, - -- ' - DD 1_ 3 .::___ ---- - - _ �\ PROPOSED CONTOURS (TYP. �"N s., �\ �`'' -' -� -- -- - 1 5- I T.B.M. SEE PLAN SHT. C-3.0) `. =:`= n. ( 8 IF, : \r. f' I� z 54° / / �r REQ'D STO. VOLUME TRAP DIMENSIONS ST # i AJ (N) `•,C (HS' CHJ `.0 IrV1%1 (CY) (FT) 1 90.5 90.5 3 2.5 1,5 8.1 2.5 2 90.5 90.5 3 1. 2.5 5 8.1 2.5 PLAN VIEW }. - tt TOP OF CURB _ ,& r C2 8 „f I _ 53 DIVERSION DIKE \ , / / / - ELEV 533 � x , \ r.. _ `� ; =,I LENGTH (IN FEET) _ +, \ � #116 ., I, _. ._ I.� -._� �..�_� / /�i � ' -r �' -i � I �ff" � � �' � -. NAND 88 6 x DRAIN AREA (IN AC. / ) 11, \,, ODD L '111 I¢I :4,h. 538 / / !I-r / , (r` I � ,: S� _1 537 _ . 6 /i / / i I ,, , s 53 % %/ \, �S i '' 4 ✓, SF 1 S� CLASS I RIPRAP f=, I 53 O t I > „, _ - I / - 327 5 -I -,.- - C. L -,I_ . _, .. ", % S C >, jIII T 2'� ri I- lF.:,,.It. `' ,., l7 .. -, - 1r"f. 1:J,..1C7 ]Crt1r, ,,...,. / ►' _,: I it" � ti e _ >� � � _ 1- , „ L-- -533: y -:. - _ ,,, - . S,fi , _ ' 1 34 . r,,,. r: _ L.--II � ,+ _.. COARSE GG EGATE {.,cs "t -, _. n`. S VDOT #3 #357 OR #5 1 a.- . - ' S� / _ _ . . ILTER CLOTH � „'„ t 532 g , SF " -7 g - EXCAVATED LL I I, ST1 � � \ . 0- O y_ N AREA \ I_ Z% �J�� O 1 �I 1 2 rR,�' H s \ F � ,,,r- �,:, f 2 �1�' -, OUTLET (PERSPECTIVE VIEW) + n ,- 527 _:i' - ---7 - r -`�1 ra _ ;` -- _ --- I }� JJ TP 1 6 . tm, -, 527 SEDIMENT TRAP DETAIL �y ,.x ,.. s r #1A ;,� , :�'�,. ( ..t'.,,1. __: �_�_. i f � I � %� "•; '--►. -_. NOT TO SCALE PLATE 3.13 1 DD P TS ,if - - D , I r? _ 5z5 O � , F- t :;_t .I,u ti 525 J„ i 6 D3 f - �_ -- - / J( _. _ I,, ,� 0041 ; w _�_ w , ( s n _ -,� 1... , ,_, l4. J G526.5 i,r,. , r �;. �� -524 "I � �,.,, , R _ I1 ,1 �^ -� J"E ,u: - -._- ,. t.-, , r :. „_ - +:; PILAF NOTE: 4,r: I ,,, 523 -6 IP , 523 ?- 10 D7 - :,.,> a„ ', - / , - = D1 6 _'' SEE PLAN SHEET C T.4 FOR TEMPORARY TRAFFIC CONTROL MEASURES. , +: wwutmotti C 5- D5 00, + „ 522 +w. ,:,:, " " �. ,, r I P 6 I f 3 - _ , �. 2.,_ 21 : k - - - -_F r <. -. !�At SF ,. -, __. �_ ,. , _� _ /, „.. 1 r . , � - .-__, _� :- :.. , 1 , -- - _- ., `"�' �:;!I >., ,,t 20 10 0 20 40 T D6 -,, _ _.._ ,, ._... -_ - RY.. F - -� �J: , - - \, _ -.._ _,_ s 1 10 SF SF SF - - -_,• #2 1 CD,,o Scale m Feet 1 inch= 20 ft. :, 4 r - SF i - _--- -- - I 6 -; S ,.._I _ ..- , r ..__ S.F u - -. -. .. �,�....a -- x.. ., . -.,- n n. ,.. M i .. a ., ,`.l- I -.. e q ... .. ,.. _... 3.. _x"�y c-- '�'�.,+� _a - I 1 _ _ ,, _ � .. .. _.- .. , - ". <..�e,:. '_ - _ _,., . � r.;, - _- ,..r., ,., - .. _ r.._:..> _- - ,,,.�a _ s�,, , ,r,. , ._, r _ I C <_ ,-. ! � �__._ ....... a_.� _..z.�, S 7 _ n I �r. _ a .n O .. ,- , _. 11 , 0 1 IP � ,' �, 0 0I 11 O -, p id 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By A Mark Date By A , ��N'- H of � �, �W _ , - �, _ C� 0 JAMES M. DUNN '- U �> 1 Llc No 41830 , 4, , � . "'y SIGNAL N 05- ® Q) 00 1% m o rn z ® a- >- m 00 ® ! �:Nr.� 0 (n z m Un S- Nr11 O >a ® �w� �. zY. =Q r LU ro Z w �L� w = 00 ® L_ 0 r, IoW /�/ CC N o 2 O> m a L _ (=3 7 �,:� STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virgunia COUNTY APP. NO.: SDP201400018 SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN PHASE 2 DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date :12/01/14 Drawn By : H &D Checked By: H &D Sheet C-392b 11*1���� PLAN VIEW }. - tt TOP OF CURB _ ,& r C2 8 „f I _ 53 DIVERSION DIKE \ , / / / - ELEV 533 � x , \ r.. _ `� ; =,I LENGTH (IN FEET) _ +, \ � #116 ., I, _. ._ I.� -._� �..�_� / /�i � ' -r �' -i � I �ff" � � �' � -. NAND 88 6 x DRAIN AREA (IN AC. / ) 11, \,, ODD L '111 I¢I :4,h. 538 / / !I-r / , (r` I � ,: S� _1 537 _ . 6 /i / / i I ,, , s 53 % %/ \, �S i '' 4 ✓, SF 1 S� CLASS I RIPRAP f=, I 53 O t I > „, _ - I / - 327 5 -I -,.- - C. L -,I_ . _, .. ", % S C >, jIII T 2'� ri I- lF.:,,.It. `' ,., l7 .. -, - 1r"f. 1:J,..1C7 ]Crt1r, ,,...,. / ►' _,: I it" � ti e _ >� � � _ 1- , „ L-- -533: y -:. - _ ,,, - . S,fi , _ ' 1 34 . r,,,. r: _ L.--II � ,+ _.. COARSE GG EGATE {.,cs "t -, _. n`. S VDOT #3 #357 OR #5 1 a.- . - ' S� / _ _ . . ILTER CLOTH � „'„ t 532 g , SF " -7 g - EXCAVATED LL I I, ST1 � � \ . 0- O y_ N AREA \ I_ Z% �J�� O 1 �I 1 2 rR,�' H s \ F � ,,,r- �,:, f 2 �1�' -, OUTLET (PERSPECTIVE VIEW) + n ,- 527 _:i' - ---7 - r -`�1 ra _ ;` -- _ --- I }� JJ TP 1 6 . tm, -, 527 SEDIMENT TRAP DETAIL �y ,.x ,.. s r #1A ;,� , :�'�,. ( ..t'.,,1. __: �_�_. i f � I � %� "•; '--►. -_. NOT TO SCALE PLATE 3.13 1 DD P TS ,if - - D , I r? _ 5z5 O � , F- t :;_t .I,u ti 525 J„ i 6 D3 f - �_ -- - / J( _. _ I,, ,� 0041 ; w _�_ w , ( s n _ -,� 1... , ,_, l4. J G526.5 i,r,. , r �;. �� -524 "I � �,.,, , R _ I1 ,1 �^ -� J"E ,u: - -._- ,. t.-, , r :. „_ - +:; PILAF NOTE: 4,r: I ,,, 523 -6 IP , 523 ?- 10 D7 - :,.,> a„ ', - / , - = D1 6 _'' SEE PLAN SHEET C T.4 FOR TEMPORARY TRAFFIC CONTROL MEASURES. , +: wwutmotti C 5- D5 00, + „ 522 +w. ,:,:, " " �. ,, r I P 6 I f 3 - _ , �. 2.,_ 21 : k - - - -_F r <. -. !�At SF ,. -, __. �_ ,. , _� _ /, „.. 1 r . , � - .-__, _� :- :.. , 1 , -- - _- ., `"�' �:;!I >., ,,t 20 10 0 20 40 T D6 -,, _ _.._ ,, ._... -_ - RY.. F - -� �J: , - - \, _ -.._ _,_ s 1 10 SF SF SF - - -_,• #2 1 CD,,o Scale m Feet 1 inch= 20 ft. :, 4 r - SF i - _--- -- - I 6 -; S ,.._I _ ..- , r ..__ S.F u - -. -. .. �,�....a -- x.. ., . -.,- n n. ,.. M i .. a ., ,`.l- I -.. e q ... .. ,.. _... 3.. _x"�y c-- '�'�.,+� _a - I 1 _ _ ,, _ � .. .. _.- .. , - ". <..�e,:. '_ - _ _,., . � r.;, - _- ,..r., ,., - .. _ r.._:..> _- - ,,,.�a _ s�,, , ,r,. , ._, r _ I C <_ ,-. ! � �__._ ....... a_.� _..z.�, S 7 _ n I �r. _ a .n O .. ,- , _. 11 , 0 1 IP � ,' �, 0 0I 11 O -, p id 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By A Mark Date By A , ��N'- H of � �, �W _ , - �, _ C� 0 JAMES M. DUNN '- U �> 1 Llc No 41830 , 4, , � . "'y SIGNAL N 05- ® Q) 00 1% m o rn z ® a- >- m 00 ® ! �:Nr.� 0 (n z m Un S- Nr11 O >a ® �w� �. zY. =Q r LU ro Z w �L� w = 00 ® L_ 0 r, IoW /�/ CC N o 2 O> m a L _ (=3 7 �,:� STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virgunia COUNTY APP. NO.: SDP201400018 SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN PHASE 2 DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date :12/01/14 Drawn By : H &D Checked By: H &D Sheet C-392b 11*1���� EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS: MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN THIRTY (30) DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. SEE DETAILS FOR SEEDING SCHEDULE. MS -2. SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. SEE PLANS AND DETAILS WHERE APPLICABLE. SHOULD IT BE DETERMINED NECESSARY TO STOCK PILE SOIL ON SITE, SOIL STOCK PILE AREA SHALL BE PROTECTED WITH SILT FENCE AT THE TOE OF SLOPE. MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. PERMANENT VEGETATIVE WILL BE AS SHOWN IN TABLE 3.32 -E SHOWN ON THIS SHEET. MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. SLOPES FOR THIS PROJECT ARE IN THE 1 -2 % %% RANGE AND WILL BE SEEDED. NO ADDITIONAL STABILIZATION SHOULD BE NEEDED. TE S R 0 THAT S EDIMENT -LADEN MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED RE D WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO MOVE SEDIMENT. SEE DETAILS D INLET STRUCTURES ON THIS PROJECT. AND PROPOSE T INLET AND CURB INLET PROTECTION FOR EXISTING FOR MEASURES O BE INSTALLED. DROP MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. 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. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. UNDERGROUND UTILITY LINE INSTALLATION WILL ADHERE TO THESE REQUIREMENTS. MS -17. WHERE CONSTRUCTION VEHICLES ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE 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. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND - DISTURBING ACTIVITIES. SEDIMENT TRACKED ONTO PUBLIC ROADS WILL BE CLEANED UP DAILY AND DISPOSED, OF IN A LAWFUL MANNER. CONTROL MEASURES SHALL BE REMOVED WITHIN THIRTY 30 DAYS AFTER FINAL SITE EROSION AND SEDIMENT CO ( ) MS-18. ALL TEMPORARY STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DEPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ALL SEDIMENT CONTROL MEASURES WILL BE REMOVED AFTER FINAL SITE STABILIZATION IS ACHIEVED. EROSION AND SEDIMENT CONTROL NARRATIVE CHICK -FIL -A RESTAURANT; 1626 RICHMOND ROAD, ALBEMARLE COUNTY, VA. PROJECT DESCRIPTION: THE SITE, LOCATED AT 1626 RICHMOND ROAD, CURRENTLY ENCOMPASSES A LAND AREA OF APPROXIMATELY 1.40 ACRES. THE SITE WAS N AUNT SARA'S PANCAKE HOUSE. THE EXISTING FACILITY NOW VACANT) IS PROPOSED TO BE DEMOLISHED ALONG WITH THE PREVIOUSLY A ( EXISTING PARKING LOT SIDEWALKS, CURB AND GUTTER TO PROVIDE THE NECESSARY SPACE TO CONSTRUCT A NEW CHICK -FIL -A RESTAURANT WITH DRIVE -THRU. A BOUNDARY LINE ADJUSTMENT PLAT, PREPARED CONCURRENT TO THESE SITE DEVELOPMENT PLANS, PROPOSES EXPANDING THE 1.40 ACRE PARCEL TO ENCOMPASS A LAND AREA OF APPROXIMATELY 1.84 ACRES. SITE IMPROVEMENTS TO SUPPORT THE PROPOSED 4,835 SQUARE FOOT RESTAURANT INCLUDE CLOSING A PORTION OF NORTH PANTOPS DRIVE (EXISTING PRIVATE ROAD) TO ELIMINATE THE INTERSECTION OF N. PANTOPS AND RICHMOND ROAD. ACCESS TO ADJACENT PROPERTIES SERVED BY N. PANTOPS DRIVE WILL BE MAINTAINED. EXISTING LUXOR ROAD (ALSO A PRIVATE ROAD) IS PROPOSED TO BE EXTENDED TO THE SOUTH AND SOUTH WESTTO INTERSECT RICHMOND ROAD ACROSS FROM STATE FARM BOULEVARD. TWO NEW TRAFFIC SIGNAL POLES WILL BE ERRECTED AT THE NEW INTERSECTION. A SEGMENTED BLOCK RETAINING WALL IS PROPOSED TO FACILITATE THE LUXOR ROAD EXTENSION. A SECOND RETAINING WALL IS PROPOSED I N DEVELOPER PROPOSES LUXOR ROAD EXTENSION, THE D E SOUTHWEST OF THE DR IVE -THRU LANE. IN CONJUNCTION WITH THE U ON - SITE JUST EXTENDING THE EXISTING 8" WATERLINE THAT CURRENTLY TERMINATES AT A BLOW OFF JUST EAS T OF THE INTERSECTION OF NORTH PANTOPS , DRIVE AND LUXOR ROAD (NEAR THE EXISTING PUMP STATION). THE WATERLINE EXTENSION IS PROPOSED TO TERMINATE A T A NEW PUBLIC FIRE HYDRANT. DOMESTIC AND IRRIGATION SERVICES TO SUPPORT THE PROPOSED RESTAURANT WILL C:ONNECTTO THE NEW 8" LINE. SANITARY SEWER WILL BE COLLECTED AND CONVEYED THROUGH A 4" LATERAL TO AN EXISTING CLEANOUT ALONG RICHMOND ROAD. CURRENTLY, THE SITE IS ACCESSED OFF NORTH PANTOPS DRIVE VIA ONE OF TWO ENTRANCES. BOTH EXISTING ENTRANCES WILL BE DEMOLISHED. TWO NEW ENTRANCES ARE PROPOSED OFF OF LUXOR ROAD EXTENSION. OTHER SITE IMPROVEMENTS INCLUDE PARKING, SIDEWALKS, CURB & GUTTER, A REFUSE PAD & ENCLOSURE, AND A STORMWATER COLLECTION / CONVEYANCE / DETENTION SYSTEM (DISCUSSED BELOW). EXISTING SITE CONDITIONS: THE EXISTING SITE CONSISTS OF AN ASPHALT PARKING LOT AND AN ABANDONED BUILDING. STORM WATER RUNOFF FROM THE SITE FLOWS EITHER TO THE SOUTH /SOUTHWEST (TO AN EXISTING ROADSIDE DITCH ALONG RICHMOND ROAD) OR TO THE NORTIHWEST WHERE IT IS CAPTURED BY EXISTING CURB INLETS IN NORTH PANTOPS DRIVE. THE PROPERTY LIES IN FLOOD ZONE "X "(AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), MAP NUMBER 51003CO289D, EFFECTIVE DATE: FEBRUARY 4, 2005. ADJACENT AREAS: THE SITE IS BOUND TO THE NORTHWEST BY NORTH PANTOPS DRIVE, TO THE NORTHEAST AND SOUTH BY THE MARTHA JEFFERSON EAST MEDICAL OFFICE PARK, AND TO THE WEST / SOUTHWEST BY RICHMOND ROAD. MEDICAL BUILDINGS BORDER THE PROPERTY TO THE EAST AND SOUTH. THE WESTERN PROPERTY LINE IS ADJACENT TO THE RICHMOND ROAD RIGHT -OF -WAY. OFF-SITE AREAS: OFFSITE AREAS TO BE DISTURBED INCLUDE AREAS WITH EXISTING UTILITY EASEMENTS (TO FACILITATE THE PROPOSED PUBLIC WATERLINE EXPANSION), PORTIONS OF THE MARTHA JEFFERSON EAST OFFICE PARK SITE TO FACILITATE THE LUXOR ROAD EXTENSION, PORTIONS OF THE NORTH PANTOPS DRIVE PRIVATE INGRESS / EGRESS EASEMENT (AS NECESSARY TO CONSTRUCT IMPROVEMENTS IN N. PANTOPS DRIVE), AND WORK IN AND ALONG THE EASTERN SHOULDER OF RICHMOND ROAD TO FACILITATE CLOSING PORTIONS OF PANTOPS DRIVE, DITCIH REGRADING / SHOULDER IMPROVEMENTS, THE NEW TRAFFIC SIGNAL POLE INSTALLATIONS, AND THE NEW INTERSECTION ACROSS FROM STATE FARM BOULEVARD. SOILS: THE SUBJECT SITE IS LOCATED WITHIN THE PIEDMONT PHYSIOGRAPHIC PROVINCE OF VIRGINIA. THE SOILS IN THE PIEDMONT PROVINCE ARE HIGHLY VARIABLE ALTHOUGH COMMONLY FOUND TO BE SHALLOW WITH CLAYEY SUBSOILS. PIEDMONT SOILS ARE ,LOW IN PHOSPHORUS. SOME AREAS WITHIN THE PIEDMONT CONTAIN SOILS DERIVED FROM MICA SCHIST WHICH ARE HIGHLY ERODIBLE. CRITICAL AREAS: CRITICAL AREAS CONSIST OF DEEP EXCAVATIONS, AND AREAS REQUIRING FILL OF TOR MORE. THE ENTIRE SITE (GIVE OR TAKE) FALLS WITHIN ONE OF THESE DESCRIBED CRITICAL AREAS AS MOST OF THE SITE WILL BE FILLED. FILL DEPTHS ARE EXPECTED TO EXCEED 51N CERTAIN AREAS. EROSION AND SEDIMENT CONTROLS WILL BE INSTALLED AND MAINTAINED TO ENSURE DOWN -GRADE PROPERTIES AND RECEIVING STORM SEWER SYSTEMS WILL NOT BE OVERTAXED WITH CONSTRUCTION LADEN SEDIMENT. WHENEVER SEDIMENT -LADEN WATER', IS REMOVED FROM A CONSTRUCTION SITE BY MEANS OF PUMPING, A TEMPORARY SETTLING & FILTERING DEVICE SHALL BE USED TO FILTER THE SEDIMENT -LADEN WATER PRIOR TO THE WATER BEING DISCHARGED OFF -SITE. STEEP SLOPES (AT PROPOSED LUXOR ROAD EXTENSION, AND AT THE PROPOSED DRIVE THRU - PRIOR TO RETAINING WALL CONSTRUCTION) SHALL BE PROTECTED AS NECESSARY. MANAGEMENT STRATEGIES: A PORTION OF THE POST - DEVELOPED RUNOFF WILL BE CAPTURED BY A FILTERRA BIORETENTION STRUCTURE (ONE 6x12 FILTERRA UNIT) WHICH WILL EFFECTIVELY PROVIDE THE NECESSARY POLLUTANT REMOVAL EFFICIENCIES NECESSARY TO ENSURE POST- DEVELOPED POLLUTANT LOADS LEAVING THE SITE WILL NOT EXCEED THE ESTIMATED PRE - DEVELOPED POLLUTANT LOADS). FOR WATER QUANTITY, THE MAJORITY OF POST - DEVELOPED RUNOFF WILL BE CAPTURED AND CONVEYED TO AN UNDERGROUND DETENTION SYSTEM CONSISTING OF OVERSIZED PIPES. AN OUTLET CONTROL STRUCTURE FEATURING A WEIR WALL WITH A CIRCULAR ORIFICE AND A RECTANGULAR ORIFICE ACTS TO ENSURE CAPTURED RUNOFF IS RELEASED AT OR BELOW THE DETERMINED PRE - DEVELOPED FLOW RATES. ALL PROPOSED STORM INLETS AND APPLICABLE EXISTING STORM INLETS WILL BE PROTECTED BY EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES THROUGHOUT CONSTRUCTION. EROSION AND SEDIMENT CONTROL MEASURES: 3.02 CONSTRUCTION ENTRANCE A CONSTRUCTION ENTRANCE WILL BE LOCATED AT AN EXISTING ENTRANCE TO THE SITE OFF PANTOPS [DRIVE. 3.05 SILT FENCE SILT FENCE WILL BE PLACED SUCH THAT THE TOTAL CONTRIBUTING DRAIN AREA WILL NOT EXCEED 1/4 AC. PER 100 LF. THE SILT FENCE IS TO BE INSTALLED BEFORE ANY AREA IS DISTURBED AND REMOVED AFTER PERMANENT STABILIZATION IS ACHIEVED. 3.07 INLET PROTECTION INLET PROTECTION SHALL BE INSTALLED TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN STRUCTURES PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. 3.09 TEMPORARY DIVERSION DIKES DIVERSION DIKES SHALL BE INCORPORATED TO ENSURE SHEET FLOW IS CONVEYED TO A TEMPORARY SLLOPE DRAIN TO ENSURE UNSTABILIZED SLOPES ARE NOT OVER BURDENED DURING CONSTRUCTION OPERATIONS. 3.13 TEMPORARY SEDIMENT TRAPS TEMPORARY SEDIMENT TRAPS WILL BE CONSTRUCTED TO ENSURE ADJACENT PROPERTIES ARE ADEQUATELY (PROTECTED. 3.31 AND 3.32 TEMPORARY AND PERMANENT STABILIZATION AREAS NOT OTHERWISE STABILIZED BY IMPERVIOUS GROUNDCOVER, LANDSCAPING, OR MULCH WILL DE PERMANENTLY SEEDED. DURING CONSTRUCTION, TEMPORARY SEEDING WILL BE APPLIED TO DENUDED AREAS AS NECESSARY. TEMPORARY AND PERMANENT SEEDING SHALL BE APPLIED AS SPECIFIED IN TABLES 3.31 -B AND 3.32 -D FOUND IN DCR'S ESC TECHNICAL BULLETIN #4 AND IN ACCORDANCE TO ALBEMARLE COUNTY STANDARDS. 3.35 MULCHING MULCHING WILL BE USED TO PROTECT THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. MULCH WILL ALSO FOSTER GROWTH OF THE VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT AND COLD. THE CHOICE OF MULCHING MATERIAL WILL BE BASED ON THE TYPE OF SOIL TO BE PROTECTED, SITE CONDITIONS, SEASON, ECONOMICS AND THE OWNER PREFERENCE. MAINTENANCE: SILT FENCE MAINTENANCE: SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY. DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDER CUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE -HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. GENERAL MAINTENANCE: ALL OTHER TEMPORARY AND PERMANENT EROSION & SEDIMENT CONTROLS SHALL BE MAINTAINED IN ACCORDANCE TO MIN. STANDARDS AND SPECIFICATIONS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 1. SET POSTS AND EXCAVATE A 4" x 4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG GTTHE LINE OF POSTS. THE POSTS. I t VV 1 Fro STEEL OR WOOD 4" POST -IMBED 3' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. � f 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC GROUND WIRE TEMPORARY SILT FENCE SF NOT TO SCALE PLATE 3.05 -2 70' MIN EXISTING PAVEMENT 3' s:1 FILTER CLOTH PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA �- MOUNTABLE BERM VDOT #1, 6" MIN. ,T SPECIE'S OPTIONAL ( ) FLOW ?7 SIDE ELEVATION I ! 3 MAX.) EXISTING GROUND P, %IIII'nUi l`4- IrI t4r,!I': F- 'I,•�f1111L31,I � ifc:33 I_I -._ NOTES: 70' MIN 1� OUTLET: J -.1 10' MIN. I 0 AL L `-; WASHRACK ` T; i ,'t, _5) lbw (OPTIONAL) 3. FOR ADDED STABILITY, THE BASE OF THE CHECK DAM CAN BE KEYED THROUGH A SEDIMENT - TRAPPING FACILITY SUCH AS A 1 I � ' 4. FILTER CLOTH MAY BE USED UNDER THE STONE TO PROVIDE A STABLE TEMPORARY SEDIMENT BASIN (STD & SPEC. 3.14). FOUNDATION AND TO FACILITATE REMOVAL OF THE STONE. - 5. CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER 1 EACH RUNOFF PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED J FROM BEHIND THE CHECK DAM WHEN IT HAS ACCUMULATED TO ONE HALF z l \1 /I 110 MIN. °ti`I - EXISTING EXCESS ' AT CORNERS PAVEMENT IT'tl 15C? If �s 7. MAXIMUM SPACING BETWEEN DAMS SHOULD BE SUCH THAT THE TOE OF THE " - pv +�. -:'-; i Y,f t,�; t '�i ^� c I :;:` Iw 'rt nl� �:rC I'1'i °,-J1.1.�'1td..t ti ,;I,11JE +11 I`�:...r`, rt;i;:xlli Fi I .:e• °I UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM r' cl.,rent t.11f�,ai; CHECK DAM. ,aariet, Nst wall: Hl : -a the , ,..k _a, rlr -: +.` II�Ir -1t uff re 1,r t r I_:ca�h 1 +.IA at. 3.20 ROCK CHECK DAMS cD -- NOT TO SCALE ROCKDAM.DWG Ise aeas nol .rt_'°I_' Its a::ccE,_1an, +. ° _w° InH dates as stated o lcrrr>< Fc ~bru r,, 1 ih Apird, l VDOT 411 POSITIVE DRAINAGE ' y 10, MIN. COURSE AGGREGATE : TO SEDIMENT .,,',I i '. -,r '- -.c. .31G ..fiwC L..n._sE_i_ TRAPPING DEVICE a. r , ` r✓ +, , ., , - ',F � =i f .i J =rri _ C �I iC f I 1 � r ':�5. _ 1 _. A *MUST EXTEND FULL WIDTH FERTIL17ER & LIME 9 _I- i_ fertilizer �1 r��.� :I 5C01 12' v 1 - I -d. OF INGRESS AND EGRESS PLAN VIEW _ I tact s r1vrrvs_, -�! tr LI_t�'rTT }I 4" Gi_. ,� 1 Ei i, I.I _- =i I,C rcr l_:. -_1 __ ,_, I_tst I e ���lII I�'l- of site 1"c- 7te?the I'Ile D I'd lrl ri I. "I'e t:'1-`J* l-FLI-Pl- `__FC. cl[i_,'yl IaiI IQ F IT P� wlt_[S OPERATION 14-1 tktrl nrl:..Ilci. Ill ltf €, _ L. I, t _ _...7.11,._..,.. .. r,.tOt. _ _I..:. +, x, t"itlYl I_ 12' MIN. 3" MIN. 4 I 3" MIN. FILTER CLOTH SECTION A -A CONCRETE SECTION B -B 3.02 CONSTRUCTION ENTRANCE CE NOT TO SCALE 2 X 4" WOOD FRAME =r � STAKE 19 CEDET.DWG FABRIC DETAIL A SEE DETAIL "A" ELEVATION OF STAKE AND FABRIC ORIENTATION PERSPECTIVE VIEWS SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEETTHE INLET SFIEETOR OVERLAND FLOWS (NOT EXCEEDING 1 CFS) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 3.07 STORM DRAIN INLET PROTECTION IP NOT TO SCALE SFDI.DWG TABLE 3.31•B IRQVised J me 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS SEED APPLICATION DATES SPECIES - APPLICATION RATES fi 3t. 1 - reb, "15 501'51) `,1a of ,� n !sl F yel�rass R_Eoliun,i rt°,r1lti { florrllt ^r & f_,,�,re rl VJinterl P 50 i':di {Ita iacre} Feat. -16 - Apr, 30 Anr u,rd Rlye,IF ass tlrilll n, FnLlltl !sr?,f' r v) 60 - 1100 {,Jbsla +ie) blay 1 - Aug 31 Gerrrsan Nllillet - - � 50 (lbs,d:l -re) FERTILIZER & LIME r+rs9' 10-10-10 te � ,,. fertilizer at a rat_ of d� I -� r ' ii .� � ' a.ar� (Or dU 11y 11,000 tt ,, Yi F r 1 I Y ApF71i Pulverized Agricultural Limestone at a ratC of 2 tors/acre for .JO It7r.:, , 1,0,M) sLJ, ILt NOTE, I -A soil test is nrNCssan to deteril tl IO.A @Ctuat ar!`10L?1t of llr ,G rerlu]tod to arj;ust the soil ply Of 2 r ° r, f ! , x r to iii Pith_ OIT t rflt'� into r � t t,_ r r (7 rlir� , - �I --- Irl ��', ,r f' G <h .; of tf1t. w,rall L1 .�,. n rg c°r L7 other r tste tns. lJsier Cpl Ilf'iilr5 Slowly Available Nitrotij erl use Iatr... Bailable, In Erri lbnl & Secl[mgrr9 Cont-rict Te h nif al EuRetil-I 20; hllltllkulIt 1 i r, i e(Fr of Ent D(,,,�, ,fr irLlLd_Eitr ,t h i ',� A'! {fir r ,tJ[e." a ILI s,%') e, 8's, ht €!L' -)utps TABLE 3-3Z D PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED VDOT #1, LAND USE SPECIE'S APPLICATION PER ACRE FLOW ?7 P a t T 1 I ! 3 MAX.) TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE P, %IIII'nUi l`4- IrI t4r,!I': F- 'I,•�f1111L31,I � ifc:33 I_I -._ NOTES: �nlrnur l_I or f 'n y r'IFFiI ;r R'l , ll- ;' OUTLET: THE OUTER EDGES. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THE DIVERTED RUNOFF, IF FREE OF SEDIMENT, MUST BE I 0 AL L `-; RELEASED THROUGH A STABILIZED OUTLET OR CHANNEL. r trtla',C.r L-r', -I_ T; i ,'t, _5) lbw N LET iRAT E CRAT 3. FOR ADDED STABILITY, THE BASE OF THE CHECK DAM CAN BE KEYED THROUGH A SEDIMENT - TRAPPING FACILITY SUCH AS A F Tcp Lr° r e[1!.I grc_,1" SC I s 4. FILTER CLOTH MAY BE USED UNDER THE STONE TO PROVIDE A STABLE TEMPORARY SEDIMENT BASIN (STD & SPEC. 3.14). FOUNDATION AND TO FACILITATE REMOVAL OF THE STONE. - 5. CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH RUNOFF PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED J FROM BEHIND THE CHECK DAM WHEN IT HAS ACCUMULATED TO ONE HALF OF THE ORIGINAL HEIGHT OF THE DAM. I, I; l t -'t ' , ro P- %'-A :1Il It'r. II_ EXCESS RUN -OFF PRODUCING STORM EVENT. AT CORNERS :IIJ IT'tl 15C? If �s 7. MAXIMUM SPACING BETWEEN DAMS SHOULD BE SUCH THAT THE TOE OF THE " - pv +�. -:'-; i Y,f t,�; t '�i ^� c I :;:` Iw 'rt nl� �:rC I'1'i °,-J1.1.�'1td..t ti ,;I,11JE +11 I`�:...r`, rt;i;:xlli Fi I .:e• °I UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM r' cl.,rent t.11f�,ai; CHECK DAM. ,aariet, Nst wall: Hl : -a the , ,..k _a, rlr -: +.` II�Ir -1t uff re 1,r t r I_:ca�h 1 +.IA at. 3.20 ROCK CHECK DAMS cD -- NOT TO SCALE ROCKDAM.DWG Ise aeas nol .rt_'°I_' Its a::ccE,_1an, +. ° _w° InH dates as stated o lcrrr>< Fc ~bru r,, 1 ih Apird, l N1 o" R Ijust 1' ,_Jai rp [J7vr:It -ibcr; - Fr l.luar,,r nrsterRye rr 11 r3i,Fsll h e:1?: d F� : ri &- i '. -,r '- -.c. .31G ..fiwC L..n._sE_i_ a. r , ` r✓ +, , ., , - ',F � =i f .i J =rri _ C �I iC f I 1 � r ':�5. _ 1 _. FERTIL17ER & LIME 9 _I- i_ fertilizer �1 r��.� :I 5C01 12' v 1 - I -d. �► l tH ,' Pulverized Agricultural LIniestone ._ c-. rat 2 Dil. L_, ," LII_, sy "1 NCITE� _ I tact s r1vrrvs_, -�! tr LI_t�'rTT }I 4" Gi_. ,� 1 Ei i, I.I _- =i I,C rcr l_:. -_1 __ ,_, I_tst I e ���lII I�'l- of site 1"c- 7te?the I'Ile D I'd lrl ri I. "I'e t:'1-`J* l-FLI-Pl- `__FC. cl[i_,'yl IaiI IQ F IT P� wlt_[S td i., a ". C - ':I.. -'. . r�7 r'" 7 ,..:�IIP, s -� r,_, , .. ...{ llt;'f 1 _'.1 I..: -r'.. TL.. ~h..1- .:':...... _. Itti'4 14-1 tktrl nrl:..Ilci. Ill ltf €, _ L. I, t _ _...7.11,._..,.. .. r,.tOt. _ _I..:. +, x, t"itlYl I_ INLET PROTECTION CURB INLET "GUTTERBUDDY" OR EQUAL* Q CURB & O� GUTTER *DANDY SILT SACKS PREFERRED FOR CURB INLET PROTECTION WITHIN DRIVE AISLES. CURB INLET PROTECTION IP NOT TO SCALE GUTTERBUDDY.DWG 11AX.) PL1=T P2 r . "•, f 1 :1'.tlt kL. { Llr _I L�'ATFF i T - 1 s l TAII TAI a LE! up !+ F L 1 °; ,flOT 7 t[ eI TRF r, '.t T' , N,y I ,.,T L i t 1 ILE'l 17 CH Ill VYDI�l 3.07 -1 INLET PROTECTION IP NOT TO SCALE _. 3 I e I r. � I ,I ..ter t .f C11 prl M I 1 t I (, WSe. _N .._.�_ =tLUA111111 „tr +'I tip t t L ai..L Lt1.i t l 11'!l °it 11 rIIL 1 ar Rtill1j"In 1 filth half'-A-- , r kt t i l t l Ill t 1 ll Y . l l , ; • to ulBwrrl, l rte t t IF P1__-°u r, 't, @ .y 1111 t 1"" rs z E ma V,. <r.a tbt +.,'III ,t1.11 r t ° ,Iu t 7 tn. 'It _ . ate_Itle dion 114 7 ll , tl 11 -ng [il_il.4n_ riLi =Is'll �lit,:tC 'I ' + +. ItjI `I I3 1 PAVED `,SASH RACK. 3.18 TEMPORARY SLOPE DRAIN TsD NOT TO SCALE COMPACTED SOIL A W InAIKI 1R" MIN FLOW SIDE SLOPES: CONSTRUCTION SPECIFICATIONS 11/2:1 OR FLATTER ALONG WITH A MINIMUM BASE WIDTH (DOWNSTREAM VIEW) IJ VDOT #1, GRADE: COARSE AGG. L - FLOW ?7 P a t T 1 - V 1 4v i ! 3 MAX.) TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE 7T- APPLIED TO THE DIKE IMMEDIATELY FOLLOWING ITS STABILIZED IN ACCORDANCE WITH STD & SPEC 3.17, NOTES: ,t., 1, t ,I 2 I �h LZ,� y 4'�[��I` il', J 1. MAXIMUM HEIGHT OF CHECK DAM IS 3 FEET. 2. CENTER OF THE CHECK DAM MUST BE AT LEAST 6 INCHES LOWER THAN OUTLET: THE OUTER EDGES. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THE DIVERTED RUNOFF, IF FREE OF SEDIMENT, MUST BE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION RELEASED THROUGH A STABILIZED OUTLET OR CHANNEL. CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. N LET iRAT E CRAT 3. FOR ADDED STABILITY, THE BASE OF THE CHECK DAM CAN BE KEYED THROUGH A SEDIMENT - TRAPPING FACILITY SUCH AS A INTO THE SOIL APPROXIMATELY 6 INCHES. RAME 4. FILTER CLOTH MAY BE USED UNDER THE STONE TO PROVIDE A STABLE TEMPORARY SEDIMENT BASIN (STD & SPEC. 3.14). FOUNDATION AND TO FACILITATE REMOVAL OF THE STONE. - 5. CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH RUNOFF PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED J FROM BEHIND THE CHECK DAM WHEN IT HAS ACCUMULATED TO ONE HALF OF THE ORIGINAL HEIGHT OF THE DAM. GATHER 6. CHECK DAM IS TO BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH EXCESS RUN -OFF PRODUCING STORM EVENT. AT CORNERS 7. MAXIMUM SPACING BETWEEN DAMS SHOULD BE SUCH THAT THE TOE OF THE -- UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM CHECK DAM. 3.20 ROCK CHECK DAMS cD NOT TO SCALE ROCKDAM.DWG PL1=T P2 r . "•, f 1 :1'.tlt kL. { Llr _I L�'ATFF i T - 1 s l TAII TAI a LE! up !+ F L 1 °; ,flOT 7 t[ eI TRF r, '.t T' , N,y I ,.,T L i t 1 ILE'l 17 CH Ill VYDI�l 3.07 -1 INLET PROTECTION IP NOT TO SCALE _. 3 I e I r. � I ,I ..ter t .f C11 prl M I 1 t I (, WSe. _N .._.�_ =tLUA111111 „tr +'I tip t t L ai..L Lt1.i t l 11'!l °it 11 rIIL 1 ar Rtill1j"In 1 filth half'-A-- , r kt t i l t l Ill t 1 ll Y . l l , ; • to ulBwrrl, l rte t t IF P1__-°u r, 't, @ .y 1111 t 1"" rs z E ma V,. <r.a tbt +.,'III ,t1.11 r t ° ,Iu t 7 tn. 'It _ . ate_Itle dion 114 7 ll , tl 11 -ng [il_il.4n_ riLi =Is'll �lit,:tC 'I ' + +. ItjI `I I3 1 PAVED `,SASH RACK. 3.18 TEMPORARY SLOPE DRAIN TsD NOT TO SCALE COMPACTED SOIL A W InAIKI 1R" MIN FLOW SIDE SLOPES: CONSTRUCTION SPECIFICATIONS 11/2:1 OR FLATTER ALONG WITH A MINIMUM BASE WIDTH IJ STEP IN THE LAND- DISTURBING ACTIVITY AND MUST BE GRADE: FUNCTIONAL PRIOR TO UPSLOPE LAND DISTURBANCE. L - ,,H, -r P a t T 1 - V 1 4v i LESS THAN OR EQUAL TO 2 %, NO STABILIZATION IS REQUIRED. TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE 7T- APPLIED TO THE DIKE IMMEDIATELY FOLLOWING ITS STABILIZED IN ACCORDANCE WITH STD & SPEC 3.17, CONSTRUCTION. ,t., 1, t ,I 2 I �h LZ,� y 4'�[��I` il', J I THE DIKE SHOULD BE LOCATED TO MINIMIZE DAMAGES BY PL1=T P2 r . "•, f 1 :1'.tlt kL. { Llr _I L�'ATFF i T - 1 s l TAII TAI a LE! up !+ F L 1 °; ,flOT 7 t[ eI TRF r, '.t T' , N,y I ,.,T L i t 1 ILE'l 17 CH Ill VYDI�l 3.07 -1 INLET PROTECTION IP NOT TO SCALE _. 3 I e I r. � I ,I ..ter t .f C11 prl M I 1 t I (, WSe. _N .._.�_ =tLUA111111 „tr +'I tip t t L ai..L Lt1.i t l 11'!l °it 11 rIIL 1 ar Rtill1j"In 1 filth half'-A-- , r kt t i l t l Ill t 1 ll Y . l l , ; • to ulBwrrl, l rte t t IF P1__-°u r, 't, @ .y 1111 t 1"" rs z E ma V,. <r.a tbt +.,'III ,t1.11 r t ° ,Iu t 7 tn. 'It _ . ate_Itle dion 114 7 ll , tl 11 -ng [il_il.4n_ riLi =Is'll �lit,:tC 'I ' + +. ItjI `I I3 1 PAVED `,SASH RACK. 3.18 TEMPORARY SLOPE DRAIN TsD NOT TO SCALE COMPACTED SOIL A W InAIKI 1R" MIN FLOW SIDE SLOPES: CONSTRUCTION SPECIFICATIONS 11/2:1 OR FLATTER ALONG WITH A MINIMUM BASE WIDTH TEMPORARY DIVERSION DIKES MUST BE INSTALLED AS A FIRST 4.5'. STEP IN THE LAND- DISTURBING ACTIVITY AND MUST BE GRADE: FUNCTIONAL PRIOR TO UPSLOPE LAND DISTURBANCE. THE CHANNEL BEHIND THE DIKE SHALL HAVE A POSITIVE THE DIKE SHOULD BE ADEQUATELY COMPACTED TO PREVENT GRADE TO A STABILIZED OUTLET. IF THE CHANNEL SLOPE IS FAILURE. LESS THAN OR EQUAL TO 2 %, NO STABILIZATION IS REQUIRED. TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE IF THE SLOPE IS GREATER THAN 2 %, THE CHANNEL SHALL BE APPLIED TO THE DIKE IMMEDIATELY FOLLOWING ITS STABILIZED IN ACCORDANCE WITH STD & SPEC 3.17, CONSTRUCTION. STORMWATER CONVEYANCE CHANNEL. THE DIKE SHOULD BE LOCATED TO MINIMIZE DAMAGES BY OUTLET: CONSTRUCTION OPERATIONS AND TRAFFIC. THE DIVERTED RUNOFF, IF FREE OF SEDIMENT, MUST BE MAINTENANCE: RELEASED THROUGH A STABILIZED OUTLET OR CHANNEL. THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND SEDIMENT -LADEN RUNOFF MUST BE DIVERTED AND RELEASED REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR THROUGH A SEDIMENT - TRAPPING FACILITY SUCH AS A SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY TEMPORARY SEDIMENTTRAP (STD & SPEC 3.13) OR TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR TEMPORARY SEDIMENT BASIN (STD & SPEC. 3.14). NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 3.09 TEMPORARY DIVERSION DIKE DD NOT TO SCALE 10 1 - - - - I - - I - t­_ _ � - - - - - - - - - - S LT FENCE * TOE OF FILL - �k DISTANCE IS 6' MINIMUM IF 0� FLOW IS TOWARD EMBANKMENT LL 3.08 SILT FENCE CULVERT INLET PROTECTION cIP NOT TO SCALE CIP.DWG a 0 ©�Q 0 5200 . Buffington R d Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By ,W j,TH op l� -JAMES M. DUNN O r-+ a Lic. No 41830L}�+ I S IDNAL • W 00 Of •o ft3 O rn z ® 00 • SmI� N ® Q, O >Q 'LL Z u • ao =ate C_ < Ln Zw ?a'T W W _ r- OC 00 Cr U �O Ln N °o = O > m L = cn STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE EROSION AND SEDIMENT CONTROL DETAILS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store .03187 Date : 12 01 14 Drawn By : H &D Checked By: H &D Sheet C -3.3 NOTES: 1. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS - FOR APPLICABEL GENERAL NOTES - SEE VDOT STD. CG-6 CG-3 DETAIL - THIS SHEET. 2. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF NOTES: NOTES� 2" t 5�, THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. I, THIS MEM MAY HE PRECAST OR CAST IN PLACE� 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCkEFE TO BE CLASS A3 IF GASI 04 PLACE, 2, t;ONCRErE TO BE CLA55 A-3 IF CAST IN PLACE, 4" 2" RADIUS CLASS A-3 CONCRETE (PER 4000 PSI IF PRECAST� 4000 PSI IF PRECAST, VDOT IT'D.) 3, COWENNA I HCN CURB & GOTTEN HAVINC A RADIUS 3- CURB HAVING A RADIUS OF 300 FEET OR LESS 2" R OF 5500 FEET OR LESS (ALONG FACE OF CURBS N 2� SHALL BE PAID FOR AS RADIAL COMBINATION (ALONG FACE Of CURB) WILL BE PAD FOR AS R RADIAL CURB. a & GUTTER. CURB X R 4� T[­C XYTH OF CURB MAY BE REDUCED AS MUCH 4. FOR USE WITH STABILIZED OPEN-GRADM- DRAINAGE SURFACE PAVEMENT AYER, THE BOTTOM OF THE CURB & GUTTER AS 3" 115" DEPTH) OR INCREASED AS MUCH AS 3" (21'* DEP7411.4 ORDER THAT THE BOTTOM N PAVEMENT L SECTION PER BE CONSTRUCTED PARALLEL TO THE SLOPE OF CURB WILL C014ME WT7H THE TOP OF A BOASE COURSES AM TO THE DEPTH Or SEE GRADING PLAN PLAN THE PAVEMENT, Y/\X\ ftsb COURSE OF THE PAVEMENT SUBSTRUCTURE OTHERWISE THE' DEPTH ISS TO BE 18" AS SHOWN, SY44-T 04 THE PRICE NO 19 TO BE MADE N NO ADJU S. ALLOWABLE CRITERIA FOR 7HE USE OF CG-6 FOR A DECREASE OR AN INCREASE, IN DEPTIH 4 IS BASED ON ROADWAY CLASSIFOCATION AND w SURFACE DESIGN SPEED AS SHOWN IN APPENDIX A OF CG-2 15 10 BE MEL) ON ROADWAYS MEETING SURFACE - --------- —2" R THE ROAD DESIGN MANUAL IN THE SECTION THE REQUIREMENTS FOR CG-6 AS S40WN IN A BASE ON GS URBAN STANDARDS. APPENDIX A OF THE VD07 ROAD DESIGN MANUAL, 1 4 IN THE SECTION' ON GS URBAN STANDARDS, BASE N b N BASE 0 SUBBASE 7. 6" 24-1 A A A A 2" RAMS SUBBASE �4 uu VD OT STD S E� 4 Pp LOP I ' V SE SEE GRADING LAN PL 4 SURFACE WHEN PAVEMENT DESIGN CEIR IS LESS THAN 4, BASE 6, COURSE OR SOIL CEMENT TO EXTEND BENEATH CG 6R AT D A MINIMUM DEPTH OF 4" NOTE --z S: 5Q-A� THE BOTTOM OF THE CURB AND S SURFACE 1, THIS ITEM MAY BE PRECAST OR CAST 04 PLACE, GUTTER MAY BE CONSTRUCTED REVERSE CURB & GUTTER DETAIL (CG-6R) PARALLEL TO THE SLOPE OF 2- CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI SUBBASE COURSES PROVIDED A L414MIJM DEPTH Or 7" t, IF PRECAST, NOT TO SCALE C-CG-6REV.DWG THIS AREA MAY BE CONCRETE G MAINTAINED. BASE 1 CURB HAVING A RADIUS OF 300 FEET DR LESS (ALONG AT THE OPTION OF THE CONTRACTOR FACE OF CURB) WILL BE PAM) FOR AS RADIAL DUREIL THE DEPTH OF VJRE1 MAY BE REDUCED AS MUCH AS 3" (13" DIEPTH� OR IN AS MUCH AS 3" (19" DEPTH) SU08A5E IN ORDER THAT TW BOTTOM OF THE CURB WILL COINCIDE CURB WITH THE TOP OF A GCOM OF TIE PAVEMENT SUBSTRUCTURE. HER* HE DEPTH IS TO BE 16" AS SHOWN. NO OT JUST ISE T WIPE DOWN AD MFWT IN 74. PRICE 00 IS TO BE MADE FOR A DOWN GUTTER (IF DECREASE OR AN INCREASE IN DEPTH, 12 S. OC-3 IS TO BE USED ON ROADWAYS MEF71NG THE DETECTABLE WARNING o APPLICABLE) L REQUIREMENTS FOR CG-7 AS SHOWN IN APPEMIX A 30 OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION SURFACE/ SIDEWALK- > ACCEPTABLE ALTERNATIVE ON C15 URBAN 5TANIDARD5. BEYOND. (IF APPLICABLE) 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING IF CUM IS EXTRUDED 1BARRIERICI �11R'YHE TRANSITION IS TO BE MADE PAVEMENT W, THIN OR HE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPIENINGS. SPECIFICATION XVDOT SPECIFICATION XVDOT T SPECIFICATION CURB WIPEDOWN DETAIL REFERENCE COMBINATION 6" CURB AND GUTTER 50B ROM AND BRIDGE STANDARDS REFERENCE ROAD AM BRIDGE STANDARDS (5-00� REFERENCE STANDARD 6" CURB r5OC ROAD AM BRIDGE STMDARDS STANDARD 4" 'CURB 105 0-4.5 REVISION DATE SHEET 1 OF 1 105 I< �45 REVISION DATE S!HEET I OF 1 SHEET I OF 1 REVISION DATE 105 NOT TO SCALE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 502 VIRGINIA DEPARTMENT OF TRANSPORTATION E 20IL01 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-7 CG-9A C OSB- I IS-1 ENTRANCE NOTES, T. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EXPAMION JOINT 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, AIIDNFNT 4000 PSI IF PRECAST. SHAPE TO ELEVATION 3. COMBINATION! CURB & GUTTER HAVING A RADIUS OF MID-P'QINT OF Yz WIDTH OF ENTRANCE OF MO FEET OR LM (ALONG; FACE OF CURB) SHALL EXSTINI� OR LARGEST PfFt• PAID FOR AS RADIAL PROPOSED UUTTER. COMBINATION CURB SIDEWALK 6 SHAPE TO 4, FOR USE WITH STABILIZED OPEN CONTOUR •DRAINAGE LAYER THL BOTTOM OF THE EXPANSION JOINT CURB AND rUTTtR BE CONSTRUCTED OF WE PARALLIFIL TO THE COURSES AND TO THE DEPTH OF THE PAVEMENT. wo 5. ALLOWABLE CRITERIA FOR THE U51E OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED r. a AS SHOWN IN APPENDIX A OF 7HE V007 ROAD DESIGN FLOW LINE ly, F '�i] MANUAL IN THE SECTION ON URBAN G5 STow*MCS, ENTRANCE WIDTH 4 6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING DESIRABLE MINIMUM 1W A BARBER CURR, THE TRANSITION IS TO *­ MADE WITHIN y P-00 THE IN STANDARDS CAN BE MADE AT ABSOLUTE MINIMUM 12' S'O�'E TO DRAN TO 114"iIlRf OR 3PWI�ff EXPANSION' jOINT ISOMETRIC VIEW J_ 7. WHEN COMBINA71ON VOONTMXE CURB A414O COTTER 15 Of OUTLET PIPE USED, THE STANDARD ENTRANCIE GUTTERS oR STANDARD CONNECTION FOR STREET INTERSECTIONS APE TO HAVE -1 M,70 BELONG MATERIAL SECTION A-A THE MOUNTABLE CURB CONFIGURATION WOUPORATED. ol FOOF OF PAVEMENT 6J."C- L HALF PLAN C (SEE NOTE 2) tSEE NOrL 2) TRANSITION BETWEEIN WHEN USED [14 CONJUNCTION WITH STANDARD CG-3 OIR CG-7, P:PE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF THE CURB FACE ON THIS STANDARD 19 TO BE ADJUSTED PIPES ARE. ENCOUNTERED. TO MATCH THE WOUNTABLE CURB CONFIGURATION. SECTIONAL ELEVAT*N WID OF 4 . ADJACTH EN OX TO 1W. T If CHANGE PARABOLIC CURVE GUTTER 6, WIDTH OF SIDEWALK N e. 'ACE OF F A NOTES BEDDING THICKNESS TABLE N07ES: sxr f��E OF FOUNDATION BEDDING THICKNESS TYRE b) Z ;77 h7h'4 41, FOR H < 10, 1, BEDMG MATERIAL IS TO BE AGGREGATE SIZE 25 OR 26. IF FOUNDATION HAS STANDING OR RUNNING WATER PRESENT, THEN AO"EOATE NO. 57 SHALL BE USED FORT DEPTH 6" FOR H > 10' A I" PER FOOT OF H. MAX^ W SOFT III YIELDING ."o CLASS A3 IH.E.S.) CODING. F , M-IQI� ANCHOW $LOT !III V,�; A�5 1 1 a. ,oe<- M&*KXE OR CROP INLET 15 TO BE FORMED AND WNSTRUCTED 31.10. INDIVIDUALLY TO BEST M THE PARTICULAR INLET AND =LET )ON AND FLOW LINES. 4'-0" 12X MAXIMUM INCREASE IN SLOPE AT MINIMUM M' INTTERVALS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, CAPPED WITH 4 INCHES 2'-3" 14 ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL, DRAWING, 6'-111 3" -011 '72X Mm. SLOPE 6" AGGIR. BASE TYPE I SIZE 21B 3% MAXIMUM DECREASE IN SLOPE FOR FIRST 1<14INVERVAL AND Of AGGREGATE NO, 25 OR 26. SECTION B-B THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST Of A tjT CONFORMING 70 27" 10 .r 8% MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 110' INTERVALS 2. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MN1MUM OF &'BEYOND TIFF BASE OF 30" P TL"' CEMENT CONCRETE MIX CLASS A3 OR EXCEPT THAT 25X OF COARSE AGGREGATE WAY Br C'IASS C I LP TO 4M IN DIAMETER AND COWSIST OF STONE EIRCXIEN ERICK BROKEN CONCRETE OR BROKEN CONCRETE 81-15K THE SURFWE PLAN 1. 5,-4". 2`11/2" THE STRUCTURE ON ALL SIDES- INDICATES POINT OF GRACE CHANGE. SHALIL BE LEFT SMOOTH BY WFANS OF HAM TROWELLING- NONE THE VOTT10M OF THE CURB AND GUTTER MAY BE UNSTRUCTED 36" V-311 FOR SIDEWALK, CURB AND GU7-WR - 3MT CONICURRENTLY. 3. HEIGHT OF STRUCTURE (H) IS MEASURED FROM THE INVERT OF THE STRUC7URE TO 61-0" 71' 2--0" PARALLEL. TO THE SLOPE OF SPECIFICATION REFERENCE XVI= ROAD AND BRIDGE STANDARD S FOR INITIAL CURB AND GUTTER ONLY. THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE 7YPF� SEE APPLICABLE DRAINAGE STRUCTURE STANDARD FOR DETAIL. THIS AREA MAY BE CONCRETE AT SUBBASE COURSES PROVIDED A DRAINAGE STRUCTURE BEDDING FOR DROP MANHOLE, AND JUNCTION BOX VIRGIMA DEPARTMENT OF TRANSPORTATION INLET, XV00T ROAD AND BRIDGE STANDARDS NVD= ROAD AM BRIDGE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 1,53 SPECIFICATION REFERENCE THE OeTtON OF THE CONTRACTOR WIN. DEPTH OF 7" 15 MAINTAINED 105 502 FOR INITIAL SIDEWALK ONLY - 7" SIDEWALK TO BE DIPPED. REVISM DATE FOUNDATION BEDDING THICKNESS TYRE b) EC -1 41, FOR H < 10, NORMAL EARTH 6" FOR H > 10' ROCK I" PER FOOT OF H. MAX^ W SOFT III YIELDING AS SPECFED ON THE PLANS I OR AS DIRECTED BY THE ENGINEER ST-' SWAPIiG OF MAN THIS OR AWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON FILMS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF FOR PEDESTRIAN; ACCESS ROUTE - MINIMUM 4`0" TRAVERSABLE WIDTH IS REOURED WITH A MAXIMUM 2Y, CROSS SLOPE, SLOPE TO DRAIN EC -1 EC-2 �EOTEXTLE FABRIC c. DUALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. FACH MANHOLE OR DROP INLET IS TO BE SHAPED STRUCTURE t HUB END ON OUTLET ENIC-SECTIONS, SPIGOT. END ON INLET FNID-SECTION HUB END ON CLrFLET END-SECTIONS SPIGOT END ON INLET END - SECTION QD INVERT OF 7L fTLET PIPE i i & FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK. F , M-IQI� ANCHOW $LOT !III V,�; A�5 1 1 a. ,oe<- M&*KXE OR CROP INLET 15 TO BE FORMED AND WNSTRUCTED 31.10. INDIVIDUALLY TO BEST M THE PARTICULAR INLET AND =LET )ON AND FLOW LINES. 4'-0" 31-01, 0" 2'-3" 14 ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL, DRAWING, 6'-111 3" -011 24" 3`7" SECTION B-B THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST Of A tjT CONFORMING 70 27" 10 @ FOR CURB AM SIDEWALK ONLY - WITHOUT GUTTER. 2--1 " 151-1," 4'-6" 30" P TL"' CEMENT CONCRETE MIX CLASS A3 OR EXCEPT THAT 25X OF COARSE AGGREGATE WAY Br C'IASS C I LP TO 4M IN DIAMETER AND COWSIST OF STONE EIRCXIEN ERICK BROKEN CONCRETE OR BROKEN CONCRETE 81-15K THE SURFWE PLAN 1. 5,-4". 2`11/2" 6'-M INDICATES POINT OF GRACE CHANGE. SHALIL BE LEFT SMOOTH BY WFANS OF HAM TROWELLING- NONE 5,_6, 36" V-311 METHOD :OF TREATMENT IN MANHOLES 61-0" OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. COMBINATION 4" CURB AND GUTTER 501E VIRGINIA DEPARTMENT OF TRANSPORTATION C4.5 SPECIFICATION REFERENCE XVI= ROAD AND BRIDGE STANDARD S STANDARD ENTRANCE GUTTER WITH FLARED OPENING (FOR USE ACROSS SIDEWALK) 50�F VIRGINIA DEPARTMENT OF TRANSPORTATIDN ST-' SECTION C-C FOR PEDESTRIAN; ACCESS ROUTE - MINIMUM 4`0" TRAVERSABLE WIDTH IS REOURED WITH A MAXIMUM 2Y, CROSS SLOPE, DETAIL 2 EC -1 EC-2 �EOTEXTLE FABRIC c. DUALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. FACH MANHOLE OR DROP INLET IS TO BE SHAPED 146GRADE 60, REINFORCING ROD ENCASED IN A ORROSION WISISTAIAT RUBBER OR OTHER NO 6 GALVANIZED STEEL STEP MATERIAL- OWED BY THE ENGINEER. HUB END ON OUTLET ENIC-SECTIONS, SPIGOT. END ON INLET FNID-SECTION HUB END ON CLrFLET END-SECTIONS SPIGOT END ON INLET END - SECTION 16 - —a RADIUS r I i i & FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK. F , M-IQI� ANCHOW $LOT !III V,�; A�5 1 1 a. ,oe<- 181, 31.10. INDIVIDUALLY TO BEST M THE PARTICULAR INLET AND =LET )ON AND FLOW LINES. 4'-0" 31-01, 0" 2'-3" S-10" 6'-111 3" -011 24" 3`7" SECTION B-B 4`0` 27" 10 @ FOR CURB AM SIDEWALK ONLY - WITHOUT GUTTER. 2--1 " 151-1," 4'-6" 30" 11-0„ PLAN 1I­7,Y4` A "_7 - 5,-4". 2`11/2" 6'-M INDICATES POINT OF GRACE CHANGE. 4- 2--3 _ T 5,_6, 36" V-311 METHOD :OF TREATMENT IN MANHOLES 61-0" xvc=r STANDARDS COMBINATION 4" CURB AND GUTTER 501E VIRGINIA DEPARTMENT OF TRANSPORTATION C4.5 SPECIFICATION REFERENCE XVI= ROAD AND BRIDGE STANDARD S STANDARD ENTRANCE GUTTER WITH FLARED OPENING (FOR USE ACROSS SIDEWALK) 50�F VIRGINIA DEPARTMENT OF TRANSPORTATIDN SPECIFICATION REFERENCE SPECIFICATION REFERENCE DRAINAGE STRUCTURE BEDDING FOR DROP MANHOLE, AND JUNCTION BOX VIRGIMA DEPARTMENT OF TRANSPORTATION INLET, XV00T ROAD AND BRIDGE STANDARDS NVD= ROAD AM BRIDGE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 1,53 SPECIFICATION REFERENCE ROAD AND BRIDGE S14LFT I OF 1 1 F"ISJON DATE 105 502 SHEET I REVISM DATE 502 302 REVISION DATE SHEET I OF I SHEET I OF I REVISION DATE 302 $!-4" 203.01 1D6.15 '106,08 2DI-04 t 3`3" T 8 "_3« -- 0�;: -1 ST-' END-SECTION 12" - 60" PIPE ALTERNATE END-SECTION 12" 60" PIPE 1 ES-1 DETAIL 1 DETAIL 2 EC -1 EC-2 �EOTEXTLE FABRIC c. v.v 146GRADE 60, REINFORCING ROD ENCASED IN A ORROSION WISISTAIAT RUBBER OR OTHER NO 6 GALVANIZED STEEL STEP MATERIAL- OWED BY THE ENGINEER. HUB END ON OUTLET ENIC-SECTIONS, SPIGOT. END ON INLET FNID-SECTION HUB END ON CLrFLET END-SECTIONS SPIGOT END ON INLET END - SECTION 16 - —a RADIUS r I i i & DETAIL 3 F , M-IQI� ANCHOW $LOT !III V,�; A�5 1 1 a. ,oe<- 181, (DIMENSION MAY 'VARY WITH MANLIFACTURER'$ X X it IXSIGN$ CORROSION RESISTANT C04CRETE TO FIE CONCTE TO BE A A A zzz Aw ak MATERIAL 4000 PSI kips" 4000 PSI MINIMUM in 4 REINFORCING ROD -7- 2E, TYPICAL SECTION m PLAN PLAN �A 0 w"EL I OF-LI P, I L C ki A I L L - --- L-'--- ­­­­ -- ­ - ­ III F 0rt%,rI?%KI V-V Vmn VIIrw I III f I I GFOTFXTILE-4 '7 STEPS WILL., BE FIEQUIRM IN A-L STRUCTURES WITH A DEPTH OF SECTION X-X FABRIC ALL STEPS SH&L PROTRUDE 4V211 FROW IN90E FACE OF STRUCTURE WALL. MAXIMUM STEP SPAr-Wr TO BE 16" C--C. IEZ: STEPS SHA-, WITHSTAND A MINIMUM F'ORCE OF 3DC POUNDS WHEN EXTENDED 4/2" FROM THE FACE OF 'THE SUPPORT. R STEPS WE TO BE VERTICALLY ALIGNED AND UNIFORMAILY SPACED FOR THE ENTIRE DEPTH OF ANY STRWCTURE. TYPICAL SECTION IN PRECAST UNITS STEPS MAY BE CA6T IN PLACE. MORTARED (DIMENSIONS MAY VARY WITH INTO HXFS PROVIDED BY THE FABRICATOR, DR DRIVEN. MANUFACTURER'S DESIGN] aM MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CCNFIGURATIDN,OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY WEFT THE MINIMUM REQUIREME14TS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE EMGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE FRICROSLD SUBSTITUTE AND HAS REGV EG WRITTEN APPROVAL FROM IrHE ENGINEER FOR THE USE END SECTION DIMENSIONS PPE DIAMETER ER, Zw- OR FMW Lit, fwL SIFLL_ FABRIC LEI, -MdN PAY LINE -1-4 r < FN �EOTEXTLE FABRIC c. v.v f 21-01, 151, 611 2*-3" - --- L-'--- ­­­­ -- ­ - ­ III F 0rt%,rI?%KI V-V Vmn VIIrw I III f I I GFOTFXTILE-4 '7 STEPS WILL., BE FIEQUIRM IN A-L STRUCTURES WITH A DEPTH OF SECTION X-X FABRIC ALL STEPS SH&L PROTRUDE 4V211 FROW IN90E FACE OF STRUCTURE WALL. MAXIMUM STEP SPAr-Wr TO BE 16" C--C. IEZ: STEPS SHA-, WITHSTAND A MINIMUM F'ORCE OF 3DC POUNDS WHEN EXTENDED 4/2" FROM THE FACE OF 'THE SUPPORT. R STEPS WE TO BE VERTICALLY ALIGNED AND UNIFORMAILY SPACED FOR THE ENTIRE DEPTH OF ANY STRWCTURE. TYPICAL SECTION IN PRECAST UNITS STEPS MAY BE CA6T IN PLACE. MORTARED (DIMENSIONS MAY VARY WITH INTO HXFS PROVIDED BY THE FABRICATOR, DR DRIVEN. MANUFACTURER'S DESIGN] aM MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CCNFIGURATIDN,OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY WEFT THE MINIMUM REQUIREME14TS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE EMGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE FRICROSLD SUBSTITUTE AND HAS REGV EG WRITTEN APPROVAL FROM IrHE ENGINEER FOR THE USE END SECTION DIMENSIONS PPE DIAMETER ER, A a C D E 12" 4" v.v 2`0" 21-01, 151, 611 2*-3" 1,-01I 4'-0" 2'-6, - 181, 31.10. 614. 4'-0" 31-01, 0" 2'-3" S-10" 6'-111 3" -011 24" 3`7" S. T. 4`0` 27" 10 4.-0„ 2--1 " 151-1," 4'-6" 30" 11-0„ 4'-6" 1I­7,Y4` A "_7 - 5,-4". 2`11/2" 6'-M 41-&.- 4- 2--3 _ T 5,_6, 36" V-311 5,-21" 2`111 R1777—" 61-0" 42" 1`­9" 5'-3" 2 ' -t7", W-2" 9' -6," 61-� "" 2'-q- 6-01 2­2` 7`0` tm� 2- 3'-3" 5" T 611 - SO --- T.-I 3'-3" 6' 3" 1 END SECTION DIMENSIONS PIPE DIAMETER A B C a F OUTLET PROTECTION WNUWW LENGTH M TYPE A INSTALLATTON 3N TYPE B INSTALLATION GENERAL NOTES: tHAS6 OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN FLACIE� 3, JUTE MESH OR SOL RETENTION MAT IN ACCORDANCE WITH THE SKCIFICAT)ONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS N ACCORDANCE MAY BE 'USED AT THE OPTION OF THE CONTRACTOR. WITH THE 04MENSIONS SPECIFIED ON TYPICAL SECTION, 4. WIDTH Of MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF 2-"T-TOP' STAPLES OR OTHER MANUFACTURERS DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEIET^ BE SUBSTITUTED FOR THE STAPLES 5HOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VDIDT'S APPROVED PRODUCTS Us7 CLASS Al CLASS Al DR' RIPRAP 'R f: pr, $13 151, 61, V-3,. 31.10. 614. 14 1pe 24 181. 0" 2'-3" S-10" 6'-111 3" -011 24" 10" 1 N-7" T-13" 61-31, 41-011 27" 10111" 1 4,-0" 2`11/2" 6'-M 41-&.- 301, 1'-D" 4..61. 11-7 11 4" 33". 4'-10 Vt` 3,_3 3811 5' 3" 42- 11-91• 21-111, 81-21, 6-8„ W-21, T-D' 54" 2`3` 51-51, 2'-IlI'_ $!-4" - 50" 2' -8" 5'70" t 3`3" T 8 "_3« -- 0�;: -1 I I 1 ­1 — SECTION A-A SECTION A-A , , w SECTION A-A # -j �� * "W--TAW SOIL FIRMLY WIN, 35 4 S W S MIN- CHECK SLOT JUNCTION SLOT WPW NOTES: NOTES: TO 2` d -I" TO 2" t APPROXIMATE 200 STAPLES REQUIRED 1, FOR MULTIPLE LINE INST&IATIONS, DIMENSION S IS TO GOVERN THE PROTECTION a PER 4'X 225' ROLL OUTSIDE THE CHANNEL WIDTH (WT, 2. ON My INSTALLATION REOUIRING CULVERT OUTLET PROTECTION WHERE NO END WALL ANCHOR SLOTS JUNCTION SLOTS AND OR END TA 6 SPECIFIED ON THE PLANIS. CONSTRUCTION IS TO BE IN ACCORDANCE CHECK ISLU I:, �0 BE BURIED 611 TO 1211 WITH DETAL 2 SHOWN ABOVE, AM VARIABLE JUNCTION SLOT 3� MAX, SPACING C6C CHECK SLOTS 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS All ,T, AND I MATERIAL'S IN 1001SLOPE 4x R LESS 50 OP ACCORDANCE WITH THE SPECIFICATIONS. NO. 11 MIN_ STEEPER THAN 471, I: . - - --- -­ - --­ -- -­ ... . --- III GAGE WIRE .1 ­1 - 11 1, .11 DIAMETER OF CARCUCAR CULVERT OR SPAN vu" Hux h LLIF'11"L UK AR"M -".'LV'- KI. *,STAPLES FORMED FROM NO.48 LENGTH OF PPE 4' �H! : DIAMETER OF CIRCULAR CULVERT OR RtSF/HMIT F�W 3 A OR CSTEEL ALL STEPS INSTALLED SHALL BE PR04VIDE WITH SLIP-RESISIMT - I - — BOX, ELLPTK TM b PAY LINE WORE 811 STAPLE MINIMUM LEP CULVERT. PLAN VIEW FOR SANDY SOIL III' STAPLE SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, C SECTION B-9 STAPLING DIAGRAM LEINSTH F'OR OTHER SOIL. MIHIMMUM OR DIMPLED SURFACES. X tj�r TYPIrAJ qF�'TInN q-ICWN ON Pt AN% FOR MF q1 nPF AnTMM WIn1 JUTE MESH 11 111 SOIL RETENTION MAT 1 11 I >-k ALUMINUM STEPS SHALL BE FA13RICATED IN ACCORDANCE WITH ASTM 8227, ALLOY 6005-T5• THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A GITUMIWOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING COWDRMING TO FEDERAL 'SPECIflQAT)ON TC-C-OD49aA, ALUMINUM STEP rOVILVIER1111f 114%1 1 L-0 PIPE LENGTHS 'SHOWN ON FILMS ARE BASED ON ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE 'THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFF�ENCE IN DIMENSICIN "D". TYPE OF OUTLET PROTECT*N MATERIAL MAXIMUM OUTLET VELOCITY MIND" "T" .4 STORM) (INCIFIE5) (FOR DESIC OUTLET PROTECTION WNUWW LENGTH M TYPE A INSTALLATTON 3N TYPE B INSTALLATION GENERAL NOTES: tHAS6 OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN FLACIE� 3, JUTE MESH OR SOL RETENTION MAT IN ACCORDANCE WITH THE SKCIFICAT)ONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS N ACCORDANCE MAY BE 'USED AT THE OPTION OF THE CONTRACTOR. WITH THE 04MENSIONS SPECIFIED ON TYPICAL SECTION, 4. WIDTH Of MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF 2-"T-TOP' STAPLES OR OTHER MANUFACTURERS DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEIET^ BE SUBSTITUTED FOR THE STAPLES 5HOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VDIDT'S APPROVED PRODUCTS Us7 CLASS Al CLASS Al DR' RIPRAP 'R f: pr, $13 CLASS I AW&F- I I I 1 ­1 — SECTION A-A SECTION A-A , , w SECTION A-A # -j �� * "W--TAW SOIL FIRMLY WIN, 35 4 S W S MIN- CHECK SLOT JUNCTION SLOT WPW NOTES: NOTES: TO 2` d -I" TO 2" t APPROXIMATE 200 STAPLES REQUIRED 1, FOR MULTIPLE LINE INST&IATIONS, DIMENSION S IS TO GOVERN THE PROTECTION a PER 4'X 225' ROLL OUTSIDE THE CHANNEL WIDTH (WT, 2. ON My INSTALLATION REOUIRING CULVERT OUTLET PROTECTION WHERE NO END WALL ANCHOR SLOTS JUNCTION SLOTS AND OR END TA 6 SPECIFIED ON THE PLANIS. CONSTRUCTION IS TO BE IN ACCORDANCE CHECK ISLU I:, �0 BE BURIED 611 TO 1211 WITH DETAL 2 SHOWN ABOVE, AM VARIABLE JUNCTION SLOT 3� MAX, SPACING C6C CHECK SLOTS 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS All ,T, AND I MATERIAL'S IN 1001SLOPE 4x R LESS 50 OP ACCORDANCE WITH THE SPECIFICATIONS. NO. 11 MIN_ STEEPER THAN 471, I: . - - --- -­ - --­ -- -­ ... . --- III GAGE WIRE .1 ­1 - 11 1, .11 DIAMETER OF CARCUCAR CULVERT OR SPAN vu" Hux h LLIF'11"L UK AR"M -".'LV'- KI. *,STAPLES FORMED FROM NO.48 LENGTH OF PPE 4' �H! : DIAMETER OF CIRCULAR CULVERT OR RtSF/HMIT F�W 3 A OR CSTEEL ALL STEPS INSTALLED SHALL BE PR04VIDE WITH SLIP-RESISIMT - I - — BOX, ELLPTK TM b PAY LINE WORE 811 STAPLE MINIMUM LEP CULVERT. PLAN VIEW FOR SANDY SOIL III' STAPLE SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, C SECTION B-9 STAPLING DIAGRAM LEINSTH F'OR OTHER SOIL. MIHIMMUM OR DIMPLED SURFACES. X tj�r TYPIrAJ qF�'TInN q-ICWN ON Pt AN% FOR MF q1 nPF AnTMM WIn1 JUTE MESH 11 111 SOIL RETENTION MAT 1 11 I >-k ALUMINUM STEPS SHALL BE FA13RICATED IN ACCORDANCE WITH ASTM 8227, ALLOY 6005-T5• THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A GITUMIWOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING COWDRMING TO FEDERAL 'SPECIflQAT)ON TC-C-OD49aA, ALUMINUM STEP rOVILVIER1111f 114%1 1 L-0 PIPE LENGTHS 'SHOWN ON FILMS ARE BASED ON ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE 'THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFF�ENCE IN DIMENSICIN "D". TYPE OF OUTLET PROTECT*N MATERIAL MAXIMUM OUTLET VELOCITY MIND" "T" .4 STORM) (INCIFIE5) (FOR DESIC OUTLET PROTECTION WNUWW LENGTH M TYPE A INSTALLATTON 3N TYPE B INSTALLATION GENERAL NOTES: tHAS6 OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN FLACIE� 3, JUTE MESH OR SOL RETENTION MAT IN ACCORDANCE WITH THE SKCIFICAT)ONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS N ACCORDANCE MAY BE 'USED AT THE OPTION OF THE CONTRACTOR. WITH THE 04MENSIONS SPECIFIED ON TYPICAL SECTION, 4. WIDTH Of MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF 2-"T-TOP' STAPLES OR OTHER MANUFACTURERS DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEIET^ BE SUBSTITUTED FOR THE STAPLES 5HOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VDIDT'S APPROVED PRODUCTS Us7 CLASS Al CLASS Al DR' RIPRAP 'R f: pr, $13 CLASS I CLASS -1 DRY RIPRAP 14 1pe 24 e CLASS I CLASS I CRY RIPRAP 19 fpa 36 SPECIMATION SPECIFICATION SPECIFICATION SPECIFICATION NCE XVDEyr REFERENCE \\/DOT REFERENCE XV00T \V00T crmaox REFERENCE STANDARD STEP - ROAD AND BRIDGE STANDARDS FLARED END SECTION ROAD AND BRIDGE STANDARDS 204 CULVERT OUTLET PROTECTION r5 6--� ROAD AM BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS PROTECTIVE COVERING INSTALLATION CRITERIA _R REVISIO 12" - 60" CONCRETE PIPE CULVERTS r5 4'� N DATE [ SHEET I OF I J41 REVISION DATE SHFILT 1 OF 1 245 K57 244 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 VIRGINIA DEPARTMENT OF TIRMSPORTATION REVISION DATE SHEET 1 OF 1 SHELF I OF I I REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 606 1 102.01 414 113.01 113.02 0 0 0 0 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By A Mark Date By A Mark Date By p, T'H op JAMES M. DUNN Lic. No 41830 "IONAL Y. 00 Ob Of 0 rn CO > m l:t 3: ,4 rn 0 0 Qj >a , LU 06 U0 < to < < LET LU �: V) Z • WWI 0 (D = 00 L - Of U 'I 0 L'U >, (D (1) 00 0 > L- Z5 V) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE AND STORM SEWER DETAILS DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. 22100 Store 03187 Date :121/011/14 Drawn By : H&D Checked By: H&D Sheet C -4.5 —�-,�-.--�-,�..�.��-,----.,�..���� _ ��,.�-.--.�.�,�,��--,--,—,-,-�-�".��-.----.���.�-,�.,-- 61 . w --.-. _1 11 r `0 I �­_­­___ I— , 11 ­­.­­ _._­..­.._.________._., � '" I I- - F_____U ---- 4- ", i : I 1 '-, " i I i� i `,�'. NI ET SHAPING - i : :, i 1(8y 01�ERS) I I 1 1 � ,, I I I A I i ,�H I -,, 1 A I I 1 , I , I _J I _---� i 1 i k I i , ,� : 1 4 --i--11- : � : I I i j _ - 1 1 i : i : i I I i I , I I , -I L_______:_� ------- �, i I I I I _—, - I-- �__ CURE3 (BY OTHERS) i _,�� : _-- iii I 11�1_ SDR-35 PVC COUPLING .,____� PLAN V15"i cAST iNT,1) PREcAlST BOX WALL ---" (CUTLET PIPE LOCATION VARIES) CLEANDUT PLANT ASS SUPPLIED COVER FAY AVERICA-ST RAV CAST :IN ' F (NOT SHOWN GALVAN11ED CAS7 IN TOP SLAB - TOP SLAB ii� � TO R CLAI /_ ANGLE NOSING TOP SLAB -11 CURB AND GUTTE� INTERLOCKINC jOINT (1-f , ii, - /'- (BY OTHERS) '__1 i 11 I 00 /� '� - 1�, ! -� ., I I � / STREET , I 11- I n- `� "I , � ', r i . IO . - to I, , � 0 CA j - � 00"ArEL BARt� , I In - :,; - 0 12' CLC. -Il- I '. ]�� � : i �� __�FICER MEDIA PROVIDED ; , " � , I .., - I .�. 13'� AMERIC�AST I , _­1­11. ­ ­­ ­ � ­­., �L , __�­ ,� .� , I ,�_, - - __ � ---,,- PERMRATED ONDERDRAIN SYSTEM MULCH PROVIDED By AIAERICAST - / .. BY AMERICAST UNDERDRAIN !LTONE PRClVIUED BY AMERICAST ' SF-CTION A3- . I DESIGNATION L Ili �E=QRTY' TREE GRATE E OUTLET' i _____ ____ ED VMS _ _ . j & SCE PIPE 6 'k 4 I 61 _f) � I 4"-0"` (1) 3x� I __ - 4" SDR-35 PVC __ 5 x 4 I 8'-O" - 4,-O" � 41 C 1) 3Y,3 � � � �_ 4" SDR-355 PVC 8 Y, 6 1 8'--0- — ,-�"_O- I (1) 4,A 4" SDP..X, PVC __ ________________ 10 x 6 la'-0, 1 6l - 01 . ________.., I (1) 4,L4 ________.._________ 1 6' 5DR-35 PVC 12 x 4 � 12,-C, 4'-O' CONNECTOR TO COLLAR. 1 4- SIDR-35, PVC _____ 12 x 6 --.,-...--.-�-�-�--.-�-.-.-�---"-- I 2*--0` __L 6,-o' I _____­_ I 1 (2) 4Y4 ��-�,.��������-�.--�..�-.-...--�-� 1 5* EDR­35 PYG 1 13 x 7 � 13'­i 7'__0' 1 - (2) 4-x4 I i SUR-335 PVC_ WMITCATIGNS OF DRAIAINGS ARE ONI.2Y PERMITTED Ry Wi AarHoi FROM FILTERRA ORAMN6 AVAL�BLE IN TIF FlLl� FORMAI. .. _______ ­­_ _______ ___ _ -_ I DWC�4 I DATP 09-04 07 `TNVi Ii ,li I r PRECAST FILTERRAO UNIT f i on, r r aa, _,��/ -r1m_`?8C___11_1zfl:1? FNARROW WIDTH CONFIGURATION US PAT 6�277,274 ,"lli,y6ght ITl N'll" I,) An i�i,�i ANID 6,5i DI-2A. 2B. 2C I EXISTIW. OR PROPOSED ANSION JOINT ALK (SIDEWALK- SEE NOTE 15 ,Oe�BACK OF SIDEW EXPANWN JC04T - - 3w, A RAPS A-1 0 C _1� I C 5l� C-C 1-0,- - T__ - - - — I - �� Effiffil * ; GALVANIZED MC 6 X 12- 1� �7"L - �= F f 06, -`� 3" DIAMETER 8 0 WEEP HOLE SEE NOTE 8 -"/ - 01-2A U-28 [_�­f �_�­I . - � - i - 1 I I I I - - - x I I 1: I I I I � ii�� I I I I .- ­ - -1 - - - -1 — FOR USE ON GRAi Di �_ L *i I . I L-._ __I F. - - i x ,FLOW , � : Fi I � , - - - - I ! FOR USE IN SAGS ; BOTH SIDES TO BE SYMMETRICAL xv=r ROAD A14D BRIDGE STANDARDS SHEET 1 OF�d2 REVISIONO la4h03 _ _ 1 GAILV. L24�X2`/'z­Xli ,rao-E 3.-&, � 8`8" L - .I.- il-il. 7 - GALV, 4i 31-21, , -1 �_ — I 1, .1 .. � ! � , : � r! 1 1, Lai- E BARS A I III io,, '�_c D ;� - BARS B r a ID11 C-C I z I , , I il i _____ ____ ED VMS _ _ . j , 2 P, C, i�.k --_ _,_­____­;iii4 - �� � �_ - f F G � NPE OF - ..� . A,PR _i_�1;=AL'1,4C1Xi-- � ; �. I YPICAL i . - 0 N :' . _, . :. J FROM THE INVERT OF THE OUTFALL PIK TO THE . SECTION D-D - RARq ':� - I rim . . 2� 1-4- ii 8l,- d-C if 601 — 1 9A " I a 12 q/', - - I F BARS, A a _C 1 1, Lai- E SECTION B-8 COU-AR MINIMUM COVER OF 2". r V-7' ��� ,''I V-4" .� T-o" i�.k --_ _,_­____­;iii4 BARS A-', L 2 .1x2yeXV," - �_ - f F G � NPE OF - ..� . A,PR _i_�1;=AL'1,4C1Xi-- I I I i ' I � I& SURFw I IGALV� - 0 N :' . _, . :. J FROM THE INVERT OF THE OUTFALL PIK TO THE 1 2 I" ' L " < , WARPED SECTION D-D > � BARS E SURFACE TOP OF THE STRUCTURE, PLAN 'li DIMENSIONS L �. � � . a 61, C-C WELD T-911 __�� � ;­ BEFORE CAL, �_ t zlg� ct" " ., " GALV.., 7!j­f--T-v WELD ALL : Mi Zz" X 4Y ­ . � - STUD SHEAR SECTION C-C CONNECTOR TO COLLAR. ADECREASE TO I ' " WHEN INLET IIS USED SECTION E-E WITH MEDAi WHEN SPECIFIED ON THE PLANS THE INVERT IS WARPED GUTTER !il. I APPROACH GLITTER TO BE SHAPED IN ACCORDANCE WITH STANDARD r T I � � , i4 . WEEPHOLE " I V,; L 2UX7ja'XV4" � n 1p BARS A-1 ­ -1 ­ . K X '01-ATES , C j a H_ 0. 11 s A .154 1`1_2LOPE OF w R :rl BARS A- , - - 0 il C-C C_ - I vr,Z? ff � BARS 8 ii � -1 a � 'NY, G_Q_� ll,, .4 T ,mG = �c , ,7 � � F,�� 8, � g - . , i TFINI BARS F __.� I - � I 2'C-C f , I A WARIPED TYPE B 1. - TYP SURFACE . - 1_�7 � �, . ., �-'­ �' ­ ­_ I I a,,l . 2l-31- - I . STEPS NOSE DETAILS - _5' SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE: USED WITH CU 7 STANIDARI;L �- 3'_pi -­1 I YPE 6 NOSE DETAIL SHALL BE: USED WIT H CG-15 STANDARD� GALVANIZED "TF FOR TYPE A 'TO BE "T 044 AN ANGLE SECTION A-A OF fig, 30* AIM IS TO BE ANCHORED WITH , PLAi STUD FOR STEP DETAILS SEE S7D, Si SHEAR CONNECTORS WELDEID 10 BE14T AT 2'r-C� SPEaFKATiON STANDARD CURB DROP INLET ti �62 - REFERENCE 12" - 24" PIPE: MAXIMUM DEPTH (HIA - 91 '�C-4 �6 231 VIRGINIA DEPARTMENT OF TRANSPORTATION 3402 Di 38, 3C EXPANSION KEYED I FOR DETAILS OF INLET JOINT -� CONTS7. BA;r, [�, 7%51 3i- a" -1 /_ - BACK OF SIDEWALK - ,� -EXPANSION JOINT I- FRAME III, COVER � JOINT-,, Ilk -,. , IIIIIIIIIIIIIIIIIIIIIIIII - BAR A FACE OF CURB GUTTER CR" 9&.11 3" 040IMETER WEEP HOLE FRONT ELEVATION IGUTTER REMOVED) 5XI/4" SENT . � I , HARDWARE I CLOTH SECT'ION A-A CONST� JOINT - 21_10(4�1 WARPED ViTER t' J,i A fr _10ri RD "' UTTER - SECTION B-B , I �� � � , , , , — . . . . . 1. . 0 k'_� ". . ". . ". . -44!� "'." .. _l,, . z "l, ,I . ,­ -a . �­ I �'. ��. TYPE A NOSE DETAIL NALL I ARDS. _' ­ � � ,,_ L21/ Z,..XV, 1. I . . - 11, ,1� x rA0ma ED ' TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS, TYPE A TYPE B '- ',/2ii X 4l' STUD S�IEAR CONNECTOR WELDED GALVAN12ED PLATE FOR TYPE A TO 13E BENT ON AN ANGLE OF 61i TO ANGLE RION AlT VC-C. CONNECTORS AND IS TO BE MCHORIED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS WELDM TO SENT PLATE AT 2, C-C. 14 APPR,PAVEMENIT Oi L OF 3C L 4;,_1 WARIP0 PAVEMENT , , , , � ., �.." rA - . � � I* �� 1 _.L I �_' 11 w I J_ �A I � . - - - - - - - -- r - - _� r- - ­. = — - �t.,. ,_ l I - 0I SLOW FLOW I ."a 1 _F — 0 I AI FOR USE ON GRAIDES ADJACENT TO CURB FOR USE IN W,S WITHOUT GUTTER BOTH SIDES TO K $YMWFTIRICAL I I I . SPECIFICATION T AN Af? r R Pf')P INI FT / _r1_1\ REFERENCE ROAD AND BRIDGE STANDARDS . SHEET I OF L] RIEVISION DATE 1211 - 30" PIPE. MAXIMUM DEPTH (H) - 8' 1��v 233 104.00 VIRGINIA DEPARTMENT OF TRANSPIDITTATION 302 ji­ � 29qlb V , ir. 'w o I Filturra Standard Plan Notes I 1 1,,�T. t e f ra, ( imstruci & Insufflation 1. 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'd jjj�j'ljj�l[LTJ '1"tj�_jj L % ill I- 2`�,_, ",I' � llj'1�111[1111 LII"��"[[TLL I�I�jll[[IlIhk- 111�Ii I"Jov, ­(Ills-ol,-Id, ,hall i�� lqdocl�d w 111,� ��uQ LII`111"]'�', �il-III)DII'l :11. � IT, Ouil,�t colll',,�Ll ,II:.; �,hall K-, �&4n,:�� and ,calcd L11 111,�,:l tll,: lippr""cd dr;I�,�im­_ v.itll � 17 � ' iL)i �Jj 14 jC�fIjI_ljjN ll�'L"�'�IZII " FO l�`_1:1 'III L� ,:,)I I'll I il )11� owl 1, ,--;Il f - o[ILA Ioll� � L L 011'L�� 111� IN"' T' "CL !II': illt':1-11.11 � I l_1l_ld,,. 11 LAIIP� ,tild L11 lA,:L:1 1� �: 111,�.�11_ �:I_i� , ,L IIIU11 Ll� I'All jJIT'j,:t J�Cjjjjj','� )III-, tIICL J,�wpi,tail,, LT­i),AL-ii shIt,piil­l bl,d,'� liciv'C'm thc I)"-, L11-id top I I � "I'lill �LIJL . , 11)'J" jj�LI "Ll"HI'[ 11, �,iij'�d '11111L' Ilj�' Il"' �k'uli')tl hchorc IIT,+1'TtIiI)I_, L,ill'_l :I 11"11- - - �Le� l�t I,jLI�IlLil %,�11�1�ij",I[L��., ,1[nlik -roli, 1111k] tid I � ;I] HIL: 11":i �'[1 I''Ill �,[ I[[" ]ill Lill L_ bojrd, ,;Cal,�d ill dic mlli[_�, dlwa'� 1111.1"f, N01 bii� I �f nn-o " Ifl-I. 1,11�� '�Ilppllel (AI1ll:Iil.ai,l ol jj� fflt[j, 1'1�4'L�'Lj �J,,jj, Ll' ) ',� I I I I ,�I�-, .-, C "� 1,,2�,L ,'Cl 1,)Il, It I lj,U Iii-I I'� iIJ .1�11,� �Iti"jj I ,' I I Jill - � _ � . � _ - _ Id, I l,111,�111tj I'lC LCLj [j:,f'j�_C(J Ij " I a ,znvctjil ill: Ilillr,�r, hirili'lin'll, OIL appr'ywinil� fill ltim,_�I-ial 111) ill h" lil�� ,III ;Ill I, i , lk " I�I',�I,�Ild " ,_ " I I'l I ir T " , I li�� I I I �', � ,�� ifi �j I I ) I I) t IQF t I I �Tj l,5� i It f� � , I IIII ill I I X' ILI�11�i _j I[ j')"'L 111 �111 ill"'�Iil,�L�,, i I AJILINIIII 01' I ill -i I I' Ull it ,11AI ­ Ill I 01 I] I t' l \ L',� I , \ I ' F _'S � I I I , I � t I , I I , l a,: . i:,.� ,� I � , I 1 f-i-�Jll_i',i� III t -I' � 11LICI-I-OHIld h e,AM I , Ii lit' ., I l L� L I I 'I I� Zt I I - I ' ill (_ �Slll I l, I! 7 � "IT U121 till ,:-,� , Ill I Ic ­ 1-1 1 l I, ', I, i � 1 4 It I J_�l I% I , i` 1.1 L lL ` I I t 1 ;IL I 11, W1 I I I W1111 :- I I - - � I . I,' I, it I I al I � I �_, I I I -., ,' I ' , I i t I I I I[L � I I 1 , ' I I I '. " I N� I". fl� ,:`­�"Ijt � "JIj I I i2fl-,til �' I 1)�jj jfi,� Ill I'Ll, -lilIc 1�1 fll,� � 1, d­'n �1 , till Ifs I ,-, 'L I I : I 1_� t ,:.I I I� � ,,:, L 'l �Ti[ l , I I! I I l: I [ I 111C I I � I � l, �� I I I I I: ol t I I L: 1,� [,A� ��, ,,II 11,Lull� I ,I � I cb,f ,� di , -p ljd� I. � i1irb , ul I r ,- I Im Lu 1. � �1111wc Id l �� , lmol " ,,, it It I IIIS' �,tjllj L_ Ill JL_ I J�'t" ��l (J'� , . - - I'lli I III L 'ril I,r] i I I- "I � I � ; I ' 1 1� I L ' I I I i-L I I I 1�1 I j ' i Ij I 'I I I ( �l II l I � I I t � I I l I L \ I L L � I I I - I I _' ( �1 1�, JUJI I "Ill C I I A ' tIll IT I IN [:` l I LLL 1�i " ,_ � I I ll�� I lt�l � L I I'T I 4�A 1 ill 11 I',' __ tl�A IT " LSI lit � I VTI Ill" th 2 1 I " I Ill` , I L, ', '111� 11 I dW I IT �' t� L I i� ",III 'Ill lh-I �1 _1� C�111_1,21 , I -11 I l, ITKI l, I IL JC11 i,�� Cd I] I I L)11­1� ,��i Ill I L�l J I I l-o I il - I- I � 11fri.lLIL11 111�. IP��,: 11�01: 11 L ""'Il w I 0(('11 ZI 0,II1 r6_0_'� FILTERRA B10-RETENTION STRUCTURE DETAIL �& NOT TO SCALE f1t1!!4T- "difiriN 11 4 1,11, xi�l � H e. � ` - ActiN.,lition + �, I I ,V, , , I Ite fr;d , "_ - '�L t j "L II I I 1] I 1�1 t I I I ­� I jtl�:zr,i: L I I I � t L, F',:! I 0! lll��d if ) N I � "I I" I 1-1 ,� '� I I 11 p 1 L,: r. Pi 1�, I I ri-L'spolILL'ible fi�,r I illcl-IL�I! ij�ICT j)j",)t0"r -Ij i):,ClIIWIIT AC�IFI olIT �0.4 1'1)1�. I)t',-,_-�Il, jj(�jj III �jj ,�umot cil)TA11,1KC lllitfll Ifli" ptij,%�� sil,-, :1, full", slahili/�_�d mid ,],,�111,�d dult IiInd,,,,�lfljIH_'. r'_�IW�`, ,!iI`,l,:I, klli�ili JlI,,'1I'_- alld i-'1I1-,:,, ,­41,�,,,pin�; o,,IIjpI,�T,:(h, 13,��_1�11111�', th,� jj�I[-,��L,� �:,I ,�,1,j­,�,jj-[i,:[j1,tl ni,Ilcl�all, .:�,Ill_amiTail Lhk� I-III-vii-t ' ,',!,�A��111, CX,: -11,111 I'Ll I lal,clitl�iiiii�"""Tl-llkr,lll�iI l[ilt li­d,itllliw�_ lh,� T)T,L)h_,C1,i,: lintial Ind lop pl jl�, I � I I � �, , Ll i " � k I I � , I I i I I � I � I (I C � F l I 1, I � � I I � I t i � l I I , ) � � , I , [ _ t � . I I J I :, � � I I I d I I ; 1. I I cl I I z i , 0 I k� �t " I I l-, , ,� ,; " :,I I- � . � *NOTE: OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE OF THE FILTERRA SYSTEM. N Ilkintemanco . . ' ILL��I,l I lltr,:T_ai,� will 1� [!-, hi,� 1lIaIIIIliIjI,k4 Ill tIT-, Silj_'J:111�1, ,"I �i, A. L�i,:h ,:�,I-IL,�,:tj - \ til%l 1� 7 1 11 silppll�l �Ipvl-,­­d C,lll I,I�Ikij IL I ll ,[ itilli I III(I'lij . , J I , T I � I , I I I I I I I� : I l I I I Q , , I , 1 ' 'I t I I I :� " C I 'L i 1_ " jL� [ � � 1)�_' jjjLJLI'j ' ,I I 1-1 I � � ', p I-; ': ,_ L � I , L � i �, I I I , I I � ,-L I T-,�L I I �111'11 I - [ , LIT � I ll 1� I I I " r j I I I �_ I I I I I C L� , I " I I t I" 'I , t -1 I _l I I � , I I �l � ,� lll� �j I I�lbl C at �_- l, t I �� I ,' , , -,I I I� I Ill I �11� I LII� I P�L �'IIIIIILil�l tl�tlll'�III'I­ ':t'll,il L-- of a llurallll�m 0 4 2 i ­:h�dilkd \ i ill': , j� it, ar� �,'I[�,J�[[,L,� "I.J:­Ij:lj�� rfil � . I � I - l,vT-lIIL- li'lit ,litil" Io ,L-�Ill UP ,_IA1�[ _0JIlL_I 111�)dl I1,�ItIdiI­",_.'. '��IILL_�Jjj'IL,�Ijj&, _[Jj,� ]�L[j 1,j��ij �-�,_"F,;11-[�,��,,,,t,�l�ib,,, r,_;�_j'ii1,iIj­C'L,C,:L��;i%,1 JC�tj jjLj,-I ( � I �I�l.'h 11 I Ll Ill [iziTi�m, ,� � I �, i I I, , l I I �: I �- I �: � I , [ I 1� I � I I , l " � I I 1 " I ,I �� I L, " � I I � l I t c 1, I a I r I 1 i l t I I I -, t , ��, � I I I , it I � I I , IILL�, I L'TI L L' r IT'l l , ,, 11 �j Il � , � ,� " I l.I I, I t I", I I I l , ) r � I - T L 2 ? ' - I �_ - I � , " 1 1 I ��'l Lll'� ' 1 ' 'l " � ;I 1 ILIII il"' ' ,I ,It Ici. Iml " " C ; I � I I L� I , , " , Z I I ", � �4 l3kint Ilt'lith C"'Illi'moll alld liallml, �11 lepla­�mtllt ,i�, T,:,.C,I,i%�,tj,, II � 1',:flIr 11_,:ITtCTIl ill PILlb-li I . � , I. I)i�,po�.d -it i'11I lviilirit�m,iirc�,_ I"LIIIS, It"Iti, � ' , , I iii I 11 �,j�,�IT i 'L� IL � 1�­l li� lk I tpiilati,�d al Ili �j ol,�d ,� I opoll,� �, 1, iii 1; I ht,' llf" il I I 0C I I 1,i'A I 7 1.1, Fliv ic�2lllllllll�` aild ep,�Im-_ ',::,t;L,: 01 ,'�Wlj)]iL-1 �- l'I'li-ALIC III 111�a1maill _11,, jn:�La]!L�d � - - , � � I ,_ I I I , I I � I 1 1 1 ) , A, - t ,� I I I � l I I ': �, I I , � I I I C ", 7 0 1 , t l I I 'L I Ill I'll: liflill- 1 I]'- - � L� I 1: I I l 1:-: � I ': I i I I I I ' I � ( I' 1� �� I I � - T" I I -1 � l �; I 1 � t" " I � I I I TL I �, , I I , � t I I , L , I I I � ,,� , I p � I I i t� I l,L � � I II � � I a 1-11 Ii�_,,' ll - th�: phILI, 'l, � " 1-1 i ..' 1 1 " I � 1� I,� I I I I l I i: I, , I �tl) "Jjt,�'lj'�jt t��Itt til lj� 7 Jji�'jL,:r,TjTlli�. I,.,I:; t1j­- I _ I k . 1 I, ­ , TABLE OF QUANTITIES L 11-2A 2a, 2C 1 REINFORCING STEEL TYPE, I CONCRrE I BARS A I 13ARS A � — I I BARS C I BARS E I" -A, . Ft *1 . Lin, 177�41_11-. r Ti Ft. * I , I - ri. , Lbio. I, '' I 1 171 1 A I A-_*�� I . I -7, I A I "I.-Ii I - I - I I 9�-ni, t - - I - I 11-6" r, 9 I Dt-2R I DI-ZC 294 -r I 6 I v-s" 11 290 I , DEPTH OF INLET IH) TO BE SHOWN ON PLANS. NOTE 9. ALL RE[WORCIW, STEEL SHALL HAVE A 21, MINIMW HEIGHT � PIPE DIAl. + 2'-6' WHEN PIPES - aR" MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "li DWENSION SHOWN ON THE STANDARDS CU. YAi CU, YARDS I -) AM SPECIFIED ON THE PLAINS WILL BE MEASURED 10, ALL REINFORCING STEEL TO BE CUT CLEM OF 22. DUMP NO WASTE DRAINS TO WXFERWAYS LETTERING ___±_ 5 FROM THE INVERT OF THE OUTFALL PIK TO THE ALL OPENING'S BY 2". IS REQUIRED ON ALL 01-2 GRATES. LOCATION OF 6 TOP OF THE STRUCTURE, PLAN 'li DIMENSIONS 03as LETTERING WAY VARY BY MANUFACTURER, 7 ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST-IN PLACE CONCRETE IS TO BE CLASS A3 0 a AM THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 P11J`I. PRECAST CONCRETE IS TO BE ­2'223­- 2.4a5 9 FM ELD CONDITIONS, 4000 PSL /," MIN RAISED 1��L'ETTERNG 10 WHEN SPECIFIED ON THE PLANS THE INVERT IS 12, LENGTH OF SLOT (L) WILL, IN EVERY CASE. BE !il. I 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. --DUIAP 12 MA THE COST OF FURNISHING AND PLACING ALL Ql970 _1� WASTE DRAINS TO WATERWAYS W �7 13 MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD 6 INTENDED FOR USE IN CURB I 14 INCLUDED IN THE W PRICE FOR THE STRUCTURE- A14D GUTTER SITUATION'S OW.. I DETAIL A 15 IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14, STANDARID INLETS MAY BE CONSTRUCTED WITH C993 4. IS HIGHER THAN THE 807TOM OF THE STRUCTURE HE INVERT OF THE S TO SHALL 13F SHAPIE6 CONCRETE BLOi IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARG DRAWING DI-UR- T-V 17 WITH CEMENT MORTAR TO PREVENT STANDING OR 1.173 6.032 INCRE SEE OCTAL A - G OF WATER IN THE STRUCTURE, THE COST 15� THIS AREA MAY BE EARTHEN, IN WHICH CASE - I : - 1. 14, GALVANIZED - 6 1/, - , 2 2,75 OF FURNISHING AM PLACING ALL MATERIALS INCIDENTAL TD THE SHAPING 15 TO BE INCLUDED THE EXPANSION JOWS WILL APPLY ONLY TO CURR AND GUTTER. F — - - ( F I'-7" IN THE BE PRICE FOR THE STRUCTURE. 16. CONCRETE QUANTITIES S14OWN ARE FOR DEPTH t mm 4A / A V_V STEPS ARE TO BE PROVIDED WHEN H IS 4`0' 2 WITHOUT PIPES. THE AMOUNT . - � ID. 11 . I l? L- T, .j OR GREATER. FOR DETAILS SEE STA14DMO ST-1. DISPLACED Y PIPES MUST BE DEDUCTED TO 4 I 3 S. 3 OBTAIN TRU QUANTITIES, FOR INLETS OF "ER", - . 5- - V 1 3 � I I THIS ITEM WAY FIE PRECAST OR CAST-IN-PLACE- DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 1 111jil 1 1 1 1 1 CLN31C YARDS OF CONCRETE FOR EACH FOOT� I I i4 6'-7" to i 3 6. *4 X &'SMOOTH DOWELS AT APPROXIMATELY 31-2" 1- D . $u 112111923111111MAURC-NIN 1.2" C-C TO BE PLACED 14 ALL AREAS ADJACENT - V. LENGTH OF ANGLE IRON AS SHOWN ON SHEET J_ - ­ MCTAIL A 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./Ft� ,5.��/ GRATE --kil 18 V-7` to §'-10" ' 18. +DENOTES LENGTH OF ONE (1) BAR. 150 ± 7 LOS CAST IRON &I 4 3" DIAMETER WEEP HOLE TO BE LOCATED TO 3 _ _ 4 & DRAIN SUBBASE MATERIAL. WEEP �%E WITH 1111L ALL REINFORCIK BARS TO FIE U& 11111"11" 1 1 1 t1_=1 __1,50 6=42 - t2i"X12" PLASTIC H_,­_ MESH I V-61. 22 I 6`7" to i if � 11 I 1 5`7 OR GALVANIZED STEEL WUMINIMU'dIlln DAMETFIR i NUMBER 4 IlIESH HARDWARE ZD. GRATE TO BE INSTALLED 50 SLOTS WILL DIRECT WATER TOWARD THE INLET THROAT. SECTION F-F - GfiAICqK I -i A ,Ill , N ,,, �,� 3 CLOTH ANCHORED PRIiii TO THE OUTS40E 4 - �����mp.rm OF THE STWCTURE- STANDARD INLETS MAY BE CONSTRUCTED WITH _7 __`___1p___ FACE OF CUR8 - JCi .� , SPECIFICATION REFERENCE STANDARD CURB DROP INLET rg--� xvoar - 3 T-71' — CRACK CONTROL JOINT GUTTER 31-2i' - ROAD AM BRIDGE SITANDARDS 3 1 233 1211 - 2411 PIPE, MAXIMUM DEPTH (H)-9' �& REVISION DATE I Si 2 Of 2 E MOLE IRON AT 2'C-C.---) 302 S VIRGINIA DEPARTMENT OF TRANSPORTATION 30 6­7` to i 1 104,04 "%v'm 1,11(emixom SEE STANDARAD SL-IFOR APKI11CABILITY OF WETY SLAUS. B NOTE: STANDARD Ii THE TOP OF MASONRY IIS TO BE LEFT FRAME It COVER ­ SUFFICIIENTLY LOW TO PERMIT PROPER ]IL ADJUSTMENI OF COVER AND FRAME TO I \ I GRADE BY THE USE OF MORTAR OR -f- D -----..a BRICK AS DIRECTED BY THE ENGINIECR� __ . � , ,—.--.= � 0111A . = = � � 9i mm so a " . ­564, M M 111111111 Y9W,oOmworiww I I 4i m m No vlvzlmwwmmm W//Immmmm . 11AVVIII m m m III . ywlel � - ­ ... Ww"M p w w iv//`/`Ao=momm A0&/1 —woman 411AM110W, mmoolm 141M.M.M. m ` I 11/1v/� IIIIIIIIIIIIIIINIIIIIIIIIIIIIIIII M//411! 4 ==== W/.,Zlgm==Noo WRIIIIIIIIIIIIIIIIIIIIIIIII112-- ammmmim 111111111111111111111111111111191111111 11111111111111111111111111111111i . smmmm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .. . - - . ,, ,Ii M/// I I . . IIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIII - 51 M/// I =11111111111111IIIIIIIIIIIIIIII . . ­ . , , . , L . � L . � . .. �% . . % , .- , , , , , , , , , , , , � . IL;, �. , , , � - , , - , , , , , , . . , � I . �'. .,. %. � ',-, - . . � - ,� , �, -- � ;, � - - , , . , , , , � . . . , � . . I . . . . . I " *� " � ".l. � , , ..., .. , "I NAMETER - 4'-A"+ (2 x WALL THICKNESS) � SECTION B-B BRICK HALF PLAN VIEW I 2 m -1 ;INFLR, I HALF SECTION A-A (WITH FRAME AND COVER REMIOVEV EIRICK NOTESit 46' 1, QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO ­.- ­ TABLE OF QUAN71TIES DEPTH __ BRICK MANHOLE _ CONCRETE MANHOLE - aR" CONICIR17IF CONCRETE FEET THOUSANDS CU. YAi CU, YARDS I -) O's - - .437 ___±_ 5 0,7 __2.785 0�71!!15 __L_ 1.699 6 0,9 03as 1,961 7 1,,O 0.785--- 0 a 1 1.2 0.7a5 I ­2'223­- 2.4a5 9 114 0.785 : 2.747 10 1 1A D, 7d", ,5.00p - 11 r - __ 1,9 ____ __ 0,970 - __ 5.456 __ - __ 12 - Z2 Ql970 3,A17 13 2.5 0�970 4.179 I 14 2,8 1 1 1 15 3A ,970. C993 116 3.4 0.970 5�205 17 _ 4.0 1.173 6.032 INCRE AS - 0,582 Eli MANHOLE FOR 12" - 48" PIPE CULVERTS @61 302 VIRGINIA DEPARTMENT OF TRAINISPORTATi OBTAIN TRUE OUANTITIES� 2, A BASL THICKNESS OF 9` WAS USED IN COMPUTING CONCRETE QUANTITIES, 3, INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE MCK CONCRETE OR APPROVED GONi MAR14OLE BLOCK. 5� IF BLOCKS ME USED THE MIN" THICKNESS OF SAW IS TO BE 5"� THICK R TO WALL THICKNESS SHOWN FOR CONCRETE. ckt CONCRETE TO BE CLASS A3. 7,WHEN SPECIFIED ON PLANIS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD tS-1, THE COST OF FLCN15HING AND PLACING X-L MATF]i INCIOCINFITOL TO THE SHAPING, IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE, ROAD ANID BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 5 , I 10i EXI'M51ON XHT I EXPANSION D , 3r� IV DI-3O' V' IV - - I _Q_ �MT rX_; - - 1�1 �_ I GkVA421D PLATE FOR TYKLA-rr rWNTwg- TABLE OF QUANTITIES 7 1 - , _ - — I ... ­� I _. - � -.::_ �� l L �. -_ I - - _w r -1 A_�_ 01-9 _. �� 1. WARPED PAVEWENT I . � __._..� �-,�",`��","- � -4--l-L' I I I I I � "', , li -_ 4 L, I 3�- _- - ­ - - - - - - - j -- - - __ 2`_L/ , . ��. V NOTES _ I - 8 kRS G _� , I - , f . . I . — — Ii -_ - - - ? 1 '4- B AIR f BAR IN '. J, DEPTH Of INLET (H) TO BE SAWWN ON PLANS. 5� STEPS ARE TO BE PROVIDED WHEN H IS 4`10" 12� LENGTH OF SLOT 1) WILL, IN EVERY CASE, BE - 31' DIAMETER T. APPROACH GUTTER '_ " 2. THE IIHII DIMENSION SHOWN ON THE STANDARDS OR GREATER. FOR DETAILS SEE STANDARD ST-1. SHOWN ON PLANS, ,. WEEP HOLE KEYED CONSTR. JOINT DETALWHEN USED S_ THIS TEM MAY HE PRECAST OR CAST-IN-PLACE. SEE NOTE 8. BARS - I ,--WARPPM UTTER AND SPECIFIED ON THE PLANS WILL BE M IF 04LET IS CONSTRUCTED IN MEDIAN CURB OR ... MEASURED FROM THE INVERT OF 'THE OuTFALlL WITH INTEGRAL CURB, GUTTER IS TO 13E i PIPE To THE TOP OF THE STRUCTURE. 7. #4 X Bill SMOOTH DOWELS AT APPROXIMATELY OMITTED 4SEE DETAli — = RAPS a WITHOUT GUTTER � PLAN 111-111 DIMENSIONS ARE APPROXIMATE ONLY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT FOR ESTIMATING PURPOSES AND THE ACTUAL TO ABUTTING CONCRETE TO PREVENT 4. STANDARD INLETS WAY BE CONSTRUCTED WITH KEYED SETTLEMENT. CONCRETE BLOCKS IN ACCORDANCE WITH THE A OONST_ jT. BARS C&H BARS A DIMENSIONS SHALL BE DIFTERIMM BY THE BARS F RARS D .1 ACH GUTTER CONTRACTOR FROM FIELD CONDITIONS. S. 3" DIAMETER WEEP JOILLTO RELOCATED TO DETAILS SHOWN ON STANDARD DRAWING DLMB, FRONT ELEVATION �i 4 - AN G -\ I _,�A' I� 3- WHEN SPECIll ON THE PLAINS THE INVERT IS DRAIN SUBBASE MATERIAL WEEP HOLE WITH 15, THIS AREA WAY BE EARTHEN, IN WHICH CASE m t BARS F WAR GUTTER TO BE SHAPM IN CORDANCf WITH ST 12"XI21 PLASTIC HARDWARE CLOTH i/411 MESH THE EXPANSION ,01INTS WILL APPLY ONLY TO (GUTTER REWVi 0 �N -I- t - AC ANDARD 8-H 1..8,111 I L OR GALVANIZED STEEL WIRE WMUM WIRE CURS AND GUTTER- . MIATTERIALS INIOCE-NTAL TO - I- 3's, ii� BAR C­ t - I NULDED IN THE BID PRICE FOR THE STRUCTURE. CL H AN ' D F I Y TO THE OUTSIDE . le_- 46i CONCRETE QUANTMFS SHOWN ARE EOR DEPTH BARS, - BASE Of rHE STRUCTURE, i OF 51-21, WITHOM PIPES. THE AMOUNT SEC71ON B-B z w� !"li - - - HARDWARE CLOTH 1 4- IN THE EVENT THE INVERT OF THE OUTFALL 9. ALL REINFORCING STEEL SHALL HAYE A liM DISPLACED BY PIPES MUST BE DEDUCTED TO : PIPE IS HIGHER THAN THE BOTTOM OF THE QUAWITIES, FOR INLETS OF Of -.50 Ci �;$ - 1 DIAMETER I STRUCTURE, THE INVERT OF THE STRUCTURE DIFFERENT DEPTHS ADD OR SUBTRACT 0,44 l- L I D4-3F L 1 + T EEP HOM SHALL BE SHAPED WITH CEMENT MORTAR T40 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF CUBIC YARDS OF CONCRETE FOR EACH FOOT 4-i - 0 ." NOTE ii NOTE 8. P,REvE;NT STANDING OR PQKP4 OF WATER ALL OPENINGS BY 2`� OFOERTH. '. - - I i, -1 � . IN TITHE STRUCTURE. THE COST Of FURNISHING " -- - - - - I . I .­ .­ I . �­ - � N = I I - I I — - � � - - � �'. . ! ,�. , ..: ,_,;�PTIIIIIIIIIIIIII 4000 PSI. 1A. *DENOTES LENGTH OF ONE (1) BAR� gitaw a: FLO : I I =W W] I 19- ALL FMWORCING BARS TO BE 05. 4___ 51.0�1 j I FOR USE IN SAGS W-4i" i BOTH SIDES TO BE I I ­0 --(O FOR USE Q,N G _: 0 - SYMMETRICAL - SECTION A-A SPECIFIC&T ION SPECIFICATION REFERENCE xvc)ur XVE)OT OP INLET (WITH UTILITY SPACE) : REFERENCE STANDARD CURB DROP INLET (WITH UTILITY SPACE) ROAD A140 BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS - K-6-3"\ REVISION DATE I SHEET 1 OF 2 SHEET 2 OF 2 SION DATE 12" - 3011 PIPE. MAXIMUM DEPTH (H) - Bil 63 233 233 1211 - 3011 PIPE� MAXIMUM DEPTH (H) - 8' (Z : ___ VtRGIMIA DEPARTMENT OF TRMSPORTATION 1�av 1 104,12 ' 104.13 1! VIRGINIA DEPARTMENT OF TRANSPORTATION \�-_l �6 1 302 __ — . I TABLE OF QUANTITIES 1 DI-3& 38. 3C WP_2 _ � ___ - ___ ____ __ i REINFORCIING STEEL ...... _____._...._..._ __.- _______.________...._.. TYPE zI!AS DETERMINED IN FIELD) '1� 'I-, " FACK OF SIDEWALX-/ - 2 w w ,_ I _V_ WITR��,, X ST.115"SHEAR CONNIECTOR5 BARS B BARS C I -) io - .. I— w 0 _? ; 1 , WEL TO BENT PLATE AT 2`C-C, 1301111111111111111111=1NIIIIIIIII 59. rt. - - li . - . -1 0 - BARS G �; � � WPE A NOSE DETAIL SHALL BE USED " CC-3 GG-7 S710, Lin, Ft.* No. Lin. Ft.* BA ;IIS G l( T FOR K 7"_ RM STANDARD IC 2� I 1� I L � TYPE 8 40SE DETAIL SHALL BE Li *ITH i - `l I . I T-21" I j /--aARS 0 V�i il 11 � BARS D r�- 4r�: I CG_s STID� nIlIZI11111111 zz o ������ng3m -4 / BARS / S F . I L2!/l "X2/ rXV4` nm=nm!ml 31-21, 4 �IRARS` nIIIIZIIIIwIIII2= q, A 0" . fr+ I I I I I I I I I I I I I I I I I I I I I I 11 4 - n;III=IIIInIIIZIIIIIIlIIIIZIII1I I : - 1. 14, GALVANIZED - 6 1/, - , 2 2,75 I 3.02 >. ; - 11111111111111111�111111111111111111"lum I'-7" - � . I . 7 IN T I EIE� I I 3 V_V - .j ­i J'_O'� . - � ID. 11 . I l? L- T, .j 3.46 5 IL 4 61-7" t6 6 _ID., 3 """"""'Em 3 i "ER", - . 5- - V 1 3 � I I 4 11-C.. 1 111jil 1 1 1 1 1 1 I I I i4 6'-7" to i 3 T-71' 3 31-2" 1- D 53 ; 112111923111111MAURC-NIN i- (� 11-01, ZQ4 � LENGTH OF SLOT fL) WILL, IN EVERY CASE, BE 4.M gljlq 18 V-7` to §'-10" 3 01=11111111!11111111111111�- 3 '11_21� 4 I 3 1 4 1--Q-- 251 13, --- __1,50 6=42 - __�_ 5 I V-61. 22 I 6`7" to i -_ � 11 I 1 5`7 41 ll � . . I 31-2r' A - GfiAICqK I -i A ,Ill , N ,,, �,� 3 V.6.1 4 - �����mp.rm 14. STANDARD INLETS MAY BE CONSTRUCTED WITH _7 __`___1p___ FACE OF CUR8 - JCi .� , 5.22 5 TYPE A TYPE a 28 1 6'-7" tq §'-Ip'l - 3 T-71' — CRACK CONTROL JOINT GUTTER 31-2i' - IT-li 3 1 __,_� I 3­w 1 i 1 1 4 , /ii X 4" STUD SHEAR 345 � .. T-O" I.- 61 i , � I PLAN �_­l 61 wlhl� E MOLE IRON AT 2'C-C.---) SIM S 10'MAX- -I I- IlUMAX. 30 6­7` to i � _. 3 � 1 5',7" - L-VARIABLE - i 20' .. I . -4 Y" - - 4 I 2�_Oi, "' . 1. B" 3._Dll APPR. PAVEMENT affiranw-111101111W111111IM711111 ... ­� I _. - � -.::_ �� l L �. -_ I - - _w r -1 A_�_ 01-9 _. �� 1. WARPED PAVEWENT I . � __._..� �-,�",`��","- � -4--l-L' I I I I I � "', , li -_ 4 L, I 3�- _- - ­ - - - - - - - j -- - - __ 2`_L/ , . ��. V NOTES _ I - 8 kRS G _� , I - , f . . I . — — Ii -_ - - - ? 1 '4- B AIR f BAR IN '. J, DEPTH Of INLET (H) TO BE SAWWN ON PLANS. 5� STEPS ARE TO BE PROVIDED WHEN H IS 4`10" 12� LENGTH OF SLOT 1) WILL, IN EVERY CASE, BE - 31' DIAMETER T. APPROACH GUTTER '_ " 2. THE IIHII DIMENSION SHOWN ON THE STANDARDS OR GREATER. FOR DETAILS SEE STANDARD ST-1. SHOWN ON PLANS, ,. WEEP HOLE KEYED CONSTR. JOINT DETALWHEN USED S_ THIS TEM MAY HE PRECAST OR CAST-IN-PLACE. SEE NOTE 8. BARS - I ,--WARPPM UTTER AND SPECIFIED ON THE PLANS WILL BE M IF 04LET IS CONSTRUCTED IN MEDIAN CURB OR ... MEASURED FROM THE INVERT OF 'THE OuTFALlL WITH INTEGRAL CURB, GUTTER IS TO 13E i PIPE To THE TOP OF THE STRUCTURE. 7. #4 X Bill SMOOTH DOWELS AT APPROXIMATELY OMITTED 4SEE DETAli — = RAPS a WITHOUT GUTTER � PLAN 111-111 DIMENSIONS ARE APPROXIMATE ONLY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT FOR ESTIMATING PURPOSES AND THE ACTUAL TO ABUTTING CONCRETE TO PREVENT 4. STANDARD INLETS WAY BE CONSTRUCTED WITH KEYED SETTLEMENT. CONCRETE BLOCKS IN ACCORDANCE WITH THE A OONST_ jT. BARS C&H BARS A DIMENSIONS SHALL BE DIFTERIMM BY THE BARS F RARS D .1 ACH GUTTER CONTRACTOR FROM FIELD CONDITIONS. S. 3" DIAMETER WEEP JOILLTO RELOCATED TO DETAILS SHOWN ON STANDARD DRAWING DLMB, FRONT ELEVATION �i 4 - AN G -\ I _,�A' I� 3- WHEN SPECIll ON THE PLAINS THE INVERT IS DRAIN SUBBASE MATERIAL WEEP HOLE WITH 15, THIS AREA WAY BE EARTHEN, IN WHICH CASE m t BARS F WAR GUTTER TO BE SHAPM IN CORDANCf WITH ST 12"XI21 PLASTIC HARDWARE CLOTH i/411 MESH THE EXPANSION ,01INTS WILL APPLY ONLY TO (GUTTER REWVi 0 �N -I- t - AC ANDARD 8-H 1..8,111 I L OR GALVANIZED STEEL WIRE WMUM WIRE CURS AND GUTTER- . MIATTERIALS INIOCE-NTAL TO - I- 3's, ii� BAR C­ t - I NULDED IN THE BID PRICE FOR THE STRUCTURE. CL H AN ' D F I Y TO THE OUTSIDE . le_- 46i CONCRETE QUANTMFS SHOWN ARE EOR DEPTH BARS, - BASE Of rHE STRUCTURE, i OF 51-21, WITHOM PIPES. THE AMOUNT SEC71ON B-B z w� !"li - - - HARDWARE CLOTH 1 4- IN THE EVENT THE INVERT OF THE OUTFALL 9. ALL REINFORCING STEEL SHALL HAYE A liM DISPLACED BY PIPES MUST BE DEDUCTED TO : PIPE IS HIGHER THAN THE BOTTOM OF THE QUAWITIES, FOR INLETS OF Of -.50 Ci �;$ - 1 DIAMETER I STRUCTURE, THE INVERT OF THE STRUCTURE DIFFERENT DEPTHS ADD OR SUBTRACT 0,44 l- L I D4-3F L 1 + T EEP HOM SHALL BE SHAPED WITH CEMENT MORTAR T40 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF CUBIC YARDS OF CONCRETE FOR EACH FOOT 4-i - 0 ." NOTE ii NOTE 8. P,REvE;NT STANDING OR PQKP4 OF WATER ALL OPENINGS BY 2`� OFOERTH. '. - - I i, -1 � . IN TITHE STRUCTURE. THE COST Of FURNISHING " -- - - - - I . I .­ .­ I . �­ - � N = I I - I I — - � � - - � �'. . ! ,�. , ..: ,_,;�PTIIIIIIIIIIIIII 4000 PSI. 1A. *DENOTES LENGTH OF ONE (1) BAR� gitaw a: FLO : I I =W W] I 19- ALL FMWORCING BARS TO BE 05. 4___ 51.0�1 j I FOR USE IN SAGS W-4i" i BOTH SIDES TO BE I I ­0 --(O FOR USE Q,N G _: 0 - SYMMETRICAL - SECTION A-A SPECIFIC&T ION SPECIFICATION REFERENCE xvc)ur XVE)OT OP INLET (WITH UTILITY SPACE) : REFERENCE STANDARD CURB DROP INLET (WITH UTILITY SPACE) ROAD A140 BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS - K-6-3"\ REVISION DATE I SHEET 1 OF 2 SHEET 2 OF 2 SION DATE 12" - 3011 PIPE. MAXIMUM DEPTH (H) - Bil 63 233 233 1211 - 3011 PIPE� MAXIMUM DEPTH (H) - 8' (Z : ___ VtRGIMIA DEPARTMENT OF TRMSPORTATION 1�av 1 104,12 ' 104.13 1! VIRGINIA DEPARTMENT OF TRANSPORTATION \�-_l �6 1 302 __ — . I TABLE OF QUANTITIES 1 DI-3& 38. 3C WP_2 _ — �m2LO�cigg3imm-f.,Mm ___ - ___ ____ __ i REINFORCIING STEEL ...... _____._...._..._ __.- _______.________...._.. TYPE zI!AS DETERMINED IN FIELD) '1� 'I-, Concrete VARS A BARS B BARS C BARS ________ BARS E � F BARS C WEIGHT 1301111111111111111111=1NIIIIIIIII 59. rt. - No. In I It I No. I l Et. * No. Lin. Ft* 0 Lin, Ft.* No. Lin. Ft.* 1111111�1111111 Lim li Lbs. ����m 21-i J� 115 2.26 m�� - - - I 1 5'-7" 3 T-21" - - - - 6 nIlIZI11111111 zz 43 ������ng3m 2L59 5 1,sll 2 6­7,� to v-10'. 3 i nm=nm!ml 31-21, 4 11-1i nIIIIZIIIIwIIII2= 1--6" � 11-01, n;III=IIIInIIIZIIIIIIlIIIIZIII1I 51 2,75 I 3.02 5 ; ____ 11111111111111111�111111111111111111"lum I'-7" 3 T 4 5l-V 3 V_V 4 J'_O'� 111 I ID. . I It I I ­ 3.67 3.46 5 ­ f-,6" 61-7" t6 6 _ID., 3 """"""'Em 3 T�2r' "ER", - . 5- - V 1 3 WBW�,nmmn�93�mw=ft 4 11-C.. 155 DI-3B IV 4,58 3�90 5 T-fi" i4 6'-7" to i 3 T-71' 3 31-2" 111111111112111111111 T-i ; 112111923111111MAURC-NIN 4 11-01, ZQ4 nNUM911111501111111U111iZI11111=1111=1 LENGTH OF SLOT fL) WILL, IN EVERY CASE, BE 4.M gljlq 18 V-7` to §'-10" 3 01=11111111!11111111111111�- 3 '11_21� 4 I 3 I.-S.. 4 1--Q-- 251 13, __L7�_ 14r __1,50 6=42 4.7d __�_ 5 I V-61. 22 I 6`7" to i -.1.11 3 � 11 I 1 5`7 3 31-2r' A 3 V.6.1 4 V-0" �����mp.rm 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 7.�3 5.22 5 1 IN-15" 28 1 6'-7" tq §'-Ip'l - 3 T-71' 3 31-2i' 4 IT-li 3 1 I I­v 4 1­0­ 345 � .. __& J& _ ������mmmufn��nwmmnwm SIM S 15l-13` 30 6­7` to i � _. 3 � 1 5',7" - - ___ 3 __ 3 1 _21- - - 4 I 91 vmls., affiranw-111101111W111111IM711111 1.-�­ .391 233 �i 0.17 &00 ___ 5 1p-6. - ��4 6­7" to ii 3 I 5`7" 3 3,_V lk IT-6" 3 11-6.1 4 11-01, 438 1 6. nsu.ma��I I 3iO1 10 T-91. 4 6­7­ -0 ii 5 �11111111111111111� 6 3`2` 8 - . wn-ommmummmomniunz,=nmmminw.un 11.6.. _2 V-0i. Ill B, 3467 3.45 10 � - _ 2�,gl- � Its 5 I 3 ,31-2" a 21-91, 6 11-6.1 2 nm.jmimmm. 158 malmoloommin�nillet 10, 4,58 3189 10 J. -9. 12 6'-7" to W-IG" 5 nuff-mummmmP 3 ,3--2" a 3. - 9. 6 ; 1111111111111111�1111111111111111111 11-01* Miemr-so:lzmm.m..NmIL.mwimL.mn 12q 5�50 4.33 11-91, 0'-7" tq P`-ID" nommw-.Ixm:mnxzlmn�N17;1.m T-7" 3 J`2­ __#_ __ V;r ... 6 F-b­ _ 2 I.-C.. ������im�uvomozlm�n D1_3C 111V SA12 1 4�77 110 v - 51 - � __J�_ � & -7" to 6`10" 5 U111=111113 3 3­2­ mg=nmrl 5­g" 6 V,61� mc min 11-cl, mit 111111111111111111IM111111111111111 "I IO i 61-911 24 fg'-71, Ig Ml-�Jpll - 2" __�L_ 5.1.- 2 )'ZI 4 n�MPtr111111 _Z33 8.25 I 1 1 ��Es�gnommar-M S'-7" _,L_ .3 __a� Y�2` a 7­i IlInIZI111111" 1 V�6" , 2 IIZZ � NW=innwmnwromn�=.F= = _7_17 6,09 I -10 1 8`9" 1 32 I §'-7" to 51_11)41 5 5`7" 3 IIIIIIIIIIII-VIIIIIIIIIIIIIIN a 8­v 1 6 nowngmmgamumnsz,mnwlw-M 2 � 11-0" 1111111118 mmimn mli 1111111113111111111111111111 ' 11;'magammomm - __ n�mn7.m . _____ ..-- iimM—assom 1 11 11 I ,I 1,11111 "lissnommina,um an ,,, 1 n ,m. ff ... ­� I _. - � -.::_ �� l L �. -_ I - - _w r -1 A_�_ 01-9 _. �� 1. WARPED PAVEWENT I . � __._..� �-,�",`��","- � -4--l-L' I I I I I � "', , li -_ 4 L, I 3�- _- - ­ - - - - - - - j -- - - __ 2`_L/ , . ��. V NOTES _ I - 8 kRS G _� , I - , f . . I . — — Ii -_ - - - ? 1 '4- B AIR f BAR IN '. J, DEPTH Of INLET (H) TO BE SAWWN ON PLANS. 5� STEPS ARE TO BE PROVIDED WHEN H IS 4`10" 12� LENGTH OF SLOT 1) WILL, IN EVERY CASE, BE - 31' DIAMETER T. APPROACH GUTTER '_ " 2. THE IIHII DIMENSION SHOWN ON THE STANDARDS OR GREATER. FOR DETAILS SEE STANDARD ST-1. SHOWN ON PLANS, ,. WEEP HOLE KEYED CONSTR. JOINT DETALWHEN USED S_ THIS TEM MAY HE PRECAST OR CAST-IN-PLACE. SEE NOTE 8. BARS - I ,--WARPPM UTTER AND SPECIFIED ON THE PLANS WILL BE M IF 04LET IS CONSTRUCTED IN MEDIAN CURB OR ... MEASURED FROM THE INVERT OF 'THE OuTFALlL WITH INTEGRAL CURB, GUTTER IS TO 13E i PIPE To THE TOP OF THE STRUCTURE. 7. #4 X Bill SMOOTH DOWELS AT APPROXIMATELY OMITTED 4SEE DETAli — = RAPS a WITHOUT GUTTER � PLAN 111-111 DIMENSIONS ARE APPROXIMATE ONLY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT FOR ESTIMATING PURPOSES AND THE ACTUAL TO ABUTTING CONCRETE TO PREVENT 4. STANDARD INLETS WAY BE CONSTRUCTED WITH KEYED SETTLEMENT. CONCRETE BLOCKS IN ACCORDANCE WITH THE A OONST_ jT. BARS C&H BARS A DIMENSIONS SHALL BE DIFTERIMM BY THE BARS F RARS D .1 ACH GUTTER CONTRACTOR FROM FIELD CONDITIONS. S. 3" DIAMETER WEEP JOILLTO RELOCATED TO DETAILS SHOWN ON STANDARD DRAWING DLMB, FRONT ELEVATION �i 4 - AN G -\ I _,�A' I� 3- WHEN SPECIll ON THE PLAINS THE INVERT IS DRAIN SUBBASE MATERIAL WEEP HOLE WITH 15, THIS AREA WAY BE EARTHEN, IN WHICH CASE m t BARS F WAR GUTTER TO BE SHAPM IN CORDANCf WITH ST 12"XI21 PLASTIC HARDWARE CLOTH i/411 MESH THE EXPANSION ,01INTS WILL APPLY ONLY TO (GUTTER REWVi 0 �N -I- t - AC ANDARD 8-H 1..8,111 I L OR GALVANIZED STEEL WIRE WMUM WIRE CURS AND GUTTER- . MIATTERIALS INIOCE-NTAL TO - I- 3's, ii� BAR C­ t - I NULDED IN THE BID PRICE FOR THE STRUCTURE. CL H AN ' D F I Y TO THE OUTSIDE . le_- 46i CONCRETE QUANTMFS SHOWN ARE EOR DEPTH BARS, - BASE Of rHE STRUCTURE, i OF 51-21, WITHOM PIPES. THE AMOUNT SEC71ON B-B z w� !"li - - - HARDWARE CLOTH 1 4- IN THE EVENT THE INVERT OF THE OUTFALL 9. ALL REINFORCING STEEL SHALL HAYE A liM DISPLACED BY PIPES MUST BE DEDUCTED TO : PIPE IS HIGHER THAN THE BOTTOM OF THE QUAWITIES, FOR INLETS OF Of -.50 Ci �;$ - 1 DIAMETER I STRUCTURE, THE INVERT OF THE STRUCTURE DIFFERENT DEPTHS ADD OR SUBTRACT 0,44 l- L I D4-3F L 1 + T EEP HOM SHALL BE SHAPED WITH CEMENT MORTAR T40 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF CUBIC YARDS OF CONCRETE FOR EACH FOOT 4-i - 0 ." NOTE ii NOTE 8. P,REvE;NT STANDING OR PQKP4 OF WATER ALL OPENINGS BY 2`� OFOERTH. '. - - I i, -1 � . IN TITHE STRUCTURE. THE COST Of FURNISHING " -- - - - - I . I .­ .­ I . �­ - � N = I I - I I — - � � - - � �'. . ! ,�. , ..: ,_,;�PTIIIIIIIIIIIIII 4000 PSI. 1A. *DENOTES LENGTH OF ONE (1) BAR� gitaw a: FLO : I I =W W] I 19- ALL FMWORCING BARS TO BE 05. 4___ 51.0�1 j I FOR USE IN SAGS W-4i" i BOTH SIDES TO BE I I ­0 --(O FOR USE Q,N G _: 0 - SYMMETRICAL - SECTION A-A SPECIFIC&T ION SPECIFICATION REFERENCE xvc)ur XVE)OT OP INLET (WITH UTILITY SPACE) : REFERENCE STANDARD CURB DROP INLET (WITH UTILITY SPACE) ROAD A140 BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS - K-6-3"\ REVISION DATE I SHEET 1 OF 2 SHEET 2 OF 2 SION DATE 12" - 3011 PIPE. MAXIMUM DEPTH (H) - Bil 63 233 233 1211 - 3011 PIPE� MAXIMUM DEPTH (H) - 8' (Z : ___ VtRGIMIA DEPARTMENT OF TRMSPORTATION 1�av 1 104,12 ' 104.13 1! VIRGINIA DEPARTMENT OF TRANSPORTATION \�-_l �6 1 302 __ — . I TABLE OF QUANTITIES 1 DI-3& 38. 3C WP_2 COMPACTFE) SIIRGRAnF CONSTRUCTION JOINT DETAIL _ AREA OF SLOT REINFORCING STEEL TYPE zI!AS DETERMINED IN FIELD) '1� 'I-, Concrete VARS A BARS B BARS C BARS 1) BARS E BARS F BARS C WEIGHT Ft. 59. rt. Cv. Yds� No. Lim FIL * N.. Lin. Ft. * No. I l Et. * No. Lin. Ft* No� Lin, Ft.* No. Lin. Ft.* i Lim li Lbs. IX-4A 21-i J� 115 2.26 - - - - I 1 5'-7" 3 T-21" - - - - 6 1,_O.� zz 43 I.W 2L59 5 1,sll 2 6­7,� to v-10'. 3 i 3 31-21, 4 11-1i 3 1--6" � 11-01, 04 51 2,75 I 3.02 5 31-6.1 6 6'-Z" �0 W-10" 3 I'-7" 3 '31-21, 4 5l-V 3 V_V 4 J'_O'� 111 I ID. . I It I I ­ 3.67 3.46 5 ­ f-,6" 61-7" t6 6 _ID., 3 V-7 3 T�2r' A - . 5- - V 1 3 I.-i 4 11-C.. 155 DI-3B IV 4,58 3�90 5 T-fi" i4 6'-7" to i 3 T-71' 3 31-2" [ A T-i 1 3 1.-6.. 4 11-01, ZQ4 t2. LENGTH OF SLOT fL) WILL, IN EVERY CASE, BE 4.M gljlq 18 V-7` to §'-10" 3 T-7" 3 '11_21� 4 91-61, 3 I.-S.. 4 1--Q-- 251 13, __L7�_ 14r __1,50 6=42 4.7d __�_ 5 I V-61. 22 I 6`7" to i -.1.11 3 � 11 I 1 5`7 3 31-2r' A 1 til-6. 3 V.6.1 4 V-0" 2" 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 7.�3 5.22 5 1 IN-15" 28 1 6'-7" tq §'-Ip'l - 3 T-71' 3 31-2i' 4 IT-li 3 1 I I­v 4 1­0­ 345 � __& J& _ 8.25 SIM S 15l-13` 30 6­7` to i � _. 3 � 1 5',7" - - ___ 3 __ 3 1 _21- - - 4 15.4, 3 vmls., 4 1.-�­ .391 233 �i 0.17 &00 ___ 5 1p-6. - ��4 6­7" to ii 3 I 5`7" 3 3,_V lk IT-6" 3 11-6.1 4 11-01, 438 1 6. Z75 I 3iO1 10 T-91. 4 6­7­ -0 ii 5 1 fil-7 6 3`2` 8 - V-911 6 11.6.. _2 V-0i. Ill B, 3467 3.45 10 � - _ 2�,gl- � 8 V_7.� t W-10.1 5 5'-7" 3 ,31-2" a 21-91, 6 11-6.1 2 1,_01" 158 10, 4,58 3189 10 J. -9. 12 6'-7" to W-IG" 5 T-7" 3 ,3--2" a 3. - 9. 6 V_Iii , 2 11-01* 12q 5�50 4.33 11-91, 0'-7" tq P`-ID" 5 T-7" 3 J`2­ __#_ __ V;r ... 6 F-b­ _ 2 I.-C.. _U,�_ D1_3C 111V SA12 1 4�77 110 v - 51 - � __J�_ � & -7" to 6`10" 5 5'-7" 3 3­2­ 8 5­g" 6 V,61� 2 11-cl, "I IO i 61-911 24 fg'-71, Ig Ml-�Jpll - 2" __�L_ 5.1.- 2 )'ZI 4 --A-- 18, _Z33 8.25 I 1 1 _j�___X-71' 5 S'-7" _,L_ .3 __a� Y�2` a 7­i 1 6 1 V�6" , 2 IIZZ � I = _7_17 6,09 I -10 1 8`9" 1 32 I §'-7" to 51_11)41 5 5`7" 3 3`2" a 8­v 1 6 1 1­6" 2 � 11-0" COMPACTFE) SIIRGRAnF CONSTRUCTION JOINT DETAIL - ALIJACENT TRAVEL l,NNE __ ASPHALT PAVEMENT WIUEMIN� - L_ 12.1 * L­ ,,- EOGE OF EXISING PAVEMENT zI!AS DETERMINED IN FIELD) '1� 'I-, 6 7 \ ,\ \-\­'��,� '\ \ "I. ,� '\ \ \ \ \ \ \ ,\ TALK COAT THE PROPOSED - r I I CONSTRUCTION JCINT EXISTING ASPHALT LAYERS RS, m Iz-_­� I I 1. I EXISTING SUBBASE COMPACTFE) SIIRGRAnF CONSTRUCTION JOINT DETAIL � I � 0 1 : - I I I I 11 , I I - � I /-) �, '7 � ;; - - ; � , Ii , , u d. Atlanta Georgia, 30349-2998 Revisions: Mark Date By A Mark Date By A Mark Date By A ,�,TH op 110- t- I , 11 ,,,i�, ­ , 11�� , �, _0 � , I , , � ,.*, �_ , - ,�e_ I C� 11—t el .::;� , , k_",_ I I I , JAMES M. DUNN 01 116 Lic. No. 41830 , 5� �� , !�! � , �4-; i""t i 1 111po � I- -1 I � - ��, 1�. In ki t- o Q) On C: m 00 I-- 00 C_ CC r� ii m 0 a) 0 E: z r I �,._ GO M 'lZr a 0 �: 1714 ' I tn m m Lin 0 L_ z g� r, Q) 0 < >� a (u IL­ �> < (D , ILL. C zuj . �z 0 03 041 m < Ln V) U.j rn C < n_ Ln Z uj ?: < �t Uf) . 0 LLJ Lu r*, 0 M 00 V) Of u,ij 0 L_ 0 r, �. u Lu Ln >,o r- m: > rn 0- 0 L_ :3 m V) �� � = I :�L � - - i - r � :�: 1: I'' 7 -, STORE #3187 Pantops Drive Albemarle Co. Virginia COUNITY APP. NO.: SDP201400018 SHEET TITLE STORM SEWER & BMP DETAILS DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. : 22100 Store :03187 Date :12/01/14 _L -------- L_ Drawn By : H&D Checked By: H&D Sheet C-4s6 EM REMOVE EXGTT4C ASPHNLT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS NOTES F\"Q PROPOSED MINIMUM I 1j'z INCH THIf,K A,.PHkT 3URFACE PAUQRSE (5EE NOTE 5� 1. DEPTH OF lNLE7 (K TO BE SHOWN ON PLANS, 7. # 4 X 811 SMOOTH DOWELS AT APPROXIMATELY 16� 1-45 AREA MAY BE CAORTHEN� IN WHICH CASE . MINIMUM 12 INCHES, OR GREATER k5 NECES SSMY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 12,1 C-C TO BE PLACED 04 ALL AREAS ADJACENT THE EXPANSION J04NTS WILL APPLY ONLY TO AS DETERMINED By CORES lSEE NOTE 3) Z THE "H" GillillIENSION SHOWN ON THE STANDARDS 70 AWTTING CONCRETE TO PREVENT CUR13 AM GUTTER. AND SPECIF .1'ED ON THE PLANS WILL BE T MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE WANTITIES SHOWN ARE FOR DEPTH PIPE To THE TOP OF THE STRUCTURE. 8, 3` DIAMETER WEEP HOLE TO BE LOCATED TO i OF 51-2" WITHOUT PIPES, THE AMOUNT PLAN `H" DIMENSIONS ARE APPROXIMATE ONLY ORAN SUBBASE MATERIAL, WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO NOTES: FOR ESTIMATING PURPOSES AND THE ACTUAL 12"XI2" PLASTIC HARDWARE CLOTH 1/4" MESH 0197AN TRUE DUMMIES. FOR INLETS OF D"i SHALL BE OFTFRNINED By THE CONTRACTOR FROM FELD CON011110i OR GALVANIZED STEEL WIRE MINIMUM WIRE CIAMICTIER 0.07, NUMBER 4 �E%Il HARDWARE DIFFERENT DEPTHS ADD OR SUBTRAC7 0�32 CUBIC YAWS OF CONCRETE FOR EACH FOOT 1, ASPHALT PAVEMENT WICIENING SHALL HAVE A PAVEMENT DESIGN IN AglCORDANCE WITH CURRENT VOOT PROCEDURES AND BE A-PROVED BY THE ENGINEER, CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 2. THE PAVEMENT DES6N FOR ASPHALT PAVEMENT WIDENING SHALL 14EET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT 3, WHEN SPECIFIED ON THIE PLANS THE INVERT ISI ED 14 ACCCIIR04" WITH STANDARD OF THE STRUCTURE. 17, LFNGTH OF MOLE IRON AS S,HOWN ON SHEET 1 SUBSURFACE DRAINAGE Of THE EX15TING AND FROPOF,ii PAVEMENT SHALL BE ADURE5$ED IN THE PAVEMENT DESIGI'L IS-1. THE COST OF FURNISHING AND PLACINC ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +1611 AT 4,-10 LBS./FT.. 3. A MINIMUM OF THREE CORES ' SHALL BE 7AKEN ALONG THE CENTER OF THE AC,)ACENT TRAVEL LANE 70 DETERMINE THE TYPE AND THICKNESS OF EXISTING MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. COVER OF 2". Iii * DENOTES LENGTH OF ONE (1) 11AR� PAVEMENT LAYERS THESE CORES SHALL aE SPACED NO MORE THAN 500 FEET APART, ID. ALL REINFORCING SIM TO BE CUT CLEAR OF 4� THE ADJACENT TRAVEn LANE SHALL EE WILLED A MINIMUM DEPTH OF 1'/? INCHES AND REPLACED WMI NN ASPHALT SURFXE COURSE TO MATCH THE N THE EVENT TL HE INVERT OF THE OUTFALL ALL OPENINGS BY 2", 19, ALL REINFORCING BARS TO BE05. - PROPOSED PkVENIENT WIDENING SURFIi COURSE. UNLESS WAVED By THE ENGINEER. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,THE WERT OF THE STRUCTURE tt CAST-IN PLACE CONCRET I 20� WHEN INLET IS USED IN 4l-O- MEDAN, BACK Of 5. THE ENGINEER MAY REOURIE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-5LOPE SHALL Or SHAPED WITH CEMENT MORTAR TO C3000 PSI]L PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO AND EFFECTIVE SURFACE DRANAi PREVENT STANDING OR POND14G OF WATER 4-DDO PSI, PROPOSEDCUREII IN THE STRUCTURE. THE COST OF FURNISHING 6. EXISTING PAVE)i MARKINGS AND MARKIERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER� AND PLACING ALL MATERIALS INCIDENTAL TO t2. LENGTH OF SLOT fL) WILL, IN EVERY CASE, BE THE SHAPING 15 TO BE INCLUDED 14 THE BID SHOWN ON PLANS. 7, FINAL TRANSVERSE P&VEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 3t5_95tc) OF THE SPECIFICATIONS EXCEPT THAT ALL jOINTS PRICE FOR THE STRUCTURE. AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH 'THE REQUIREMENTS Of SECTION 315.07(a) OF THE 13, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR SPECIFICATIONS. 5. STEPS ARE To BE PROVIDED )WEN H ISS 4--V' WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANIDARID ST-1. OMITTED SEE DETAIL). 8. THIS ITEM MAY BE PRECAST OR CAST-IN-PLACE, 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE AI AIN SPECIFICATION XVD= XV00 I SPECIFICATION REFERENCE STANDARD CURB DROP INLET li RCIAD AM BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING r65_'� REFERENCE - 233 12" - 30" PIPE� MAXIMUM DEPTH (H) - 8' KZT FOR WIDENING SUBJECT TO TRAFFIC w 315 REVISION DATE LSHEET 2 OF 2 SHEET 1 OF I 1 REVISCIN DATE 302 VIRGINIA DEPARTMENT OF TRANISPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 1 I Ii 303.02 � I � 0 1 : - I I I I 11 , I I - � I /-) �, '7 � ;; - - ; � , Ii , , u d. Atlanta Georgia, 30349-2998 Revisions: Mark Date By A Mark Date By A Mark Date By A ,�,TH op 110- t- I , 11 ,,,i�, ­ , 11�� , �, _0 � , I , , � ,.*, �_ , - ,�e_ I C� 11—t el .::;� , , k_",_ I I I , JAMES M. DUNN 01 116 Lic. No. 41830 , 5� �� , !�! � , �4-; i""t i 1 111po � I- -1 I � - ��, 1�. In ki t- o Q) On C: m 00 I-- 00 C_ CC r� ii m 0 a) 0 E: z r I �,._ GO M 'lZr a 0 �: 1714 ' I tn m m Lin 0 L_ z g� r, Q) 0 < >� a (u IL­ �> < (D , ILL. C zuj . �z 0 03 041 m < Ln V) U.j rn C < n_ Ln Z uj ?: < �t Uf) . 0 LLJ Lu r*, 0 M 00 V) Of u,ij 0 L_ 0 r, �. u Lu Ln >,o r- m: > rn 0- 0 L_ :3 m V) �� � = I :�L � - - i - r � :�: 1: I'' 7 -, STORE #3187 Pantops Drive Albemarle Co. Virginia COUNITY APP. NO.: SDP201400018 SHEET TITLE STORM SEWER & BMP DETAILS DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. : 22100 Store :03187 Date :12/01/14 _L -------- L_ Drawn By : H&D Checked By: H&D Sheet C-4s6 FINISHED GROUND (SEE NOTE 4) 1" 00 LUu LU 0 V PVC TEE -WYE GASKETxSPIGOTxGASKET FITTING (SIZE TO MATCH MAIN). LB L PLAN VIEW NOTES: 1. STRUCTURE SHALL BE PRECAST. SEE VDOT ROAD AND BIRDGE STANDARDS PG. 103.02 FOR GENERAL NOTES - PRECAST. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. REFER TO VDOT STANDARDS FOR DETAILS NOT SHOWN, SEE DTL 80 ON SHT. C -4.8 FOR ADDITIONAL NOTES, ETC.). 3. BACKFILL IN ACCORDANCE TO VDOT STD. DiSB -1 (SEE DTL 52 ON SHT. C -4.5). 7O STRUCTURE C3 DETAIL (MODIFIED T -MH -2) C4J RIM ELEV. (SEE PLAN / STORM SEWER CLEANOUT SEE NOTE 4) FRAME AND COVER -SEE INSETA AND SECTION B -B. SECTION A -A GASKET x SPIGOT FITTING (45° BEND ILLUSTRATED). A THREADED REMOVABLE CLEANOUT PLUG (RECESSED) AND CLEAN -OUT ADAPTER (SPIGOT); SEE NOTE 5 FOR MATERIAL / SIZE. BELL /SPIGOT RISER PIPE (LENGTH BASED ON RIM ELEV. - SEE PLAN); SEE NOTE 5 FOR MATERIAL/ SIZE. SCALIE: V" 2.5' INSET A 11" CASTING TO BE SET & EMBEDDED IN BUTYLJOINT 10-3/4" MATERIAL AND CAPPED WITH 1/16" HYDRAULIC CEMENT GROUT. TYP CLASS A -3 h CONCRETE 9 -1/4" SEE INSET 'A' NOTES: PLAN SECTION 13-13 1. ALL JOINTS SHALL BE WATER TIGHT (WT). 2. DIMENSIONS ILLUSTRATED ARE APPROXIMATE. ALL DIMENSIONS, INSTALLATION PROCEEDURES, ETC. SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL FITTING ADAPTERS/ BUSHINGS PER MANUFACTURER'S RECOMMENDATIONS AT ANY CHANGE IN PIPE MATERIAL. 4. RIM ELEVATION IN GRASSED AREAS SHALL BE SET 1 "( ±) ABOVE FINISHED GROUND. RIMI ELEVATION SHALL EQUAL FINISHED GROUND IN IMPERVIOUS AREAS. 5. PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35 (FOR PIPE SIZES 8" THRU 12 "), PVC. STORM DRAIN PIPE WITH A DIAMETER OF 6" OR LESS SHALL BE SCHEDULE 80. SIZE OF RISER AND THREADED CAP SHALL MATCH MAIN FOR 4" AND 6 ", INSTALL 8 "m6" REDUCING WYE ON 8" LINES. 6. CLEAN OUT FRAMES & COVERS FOR USE WITH STORM DRAINAGE SHALL BE HIGHWAY LOAD RATED (H20). FRAMES & COVERS SHALL BE MANUFACTURED BY CAPITAL FOUNDRY OF VIRGINIA, INC. OR APPROVED EQUAL. ANY ASPECT OF CONSTRUCTION NOT COVERED HEREIN SHALL BE PER CITY OF CHARLOTTESVILLE STD. WW 5.1 AS AMENDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 7. ALL GRAY IRON CASTINGS SHALL CONFORM TO LATEST EDITION OF ASTM A -48, CLASS 310. CASTINGS SHALL BE OF UNIFORM QUALITY, MANUFACTURED TRUE TO DESIGN AND ALL COMPONENTS SHALL FIT TOGETHER UTILIZING STANDARD INDUSTRY PRACTICES. ALL ROUND FRAMES, COVERS & GRATES SHALL HAVE CONTINUOUSLY MACHINED BEARING SURFACES TO PREVENT ROCKING. CASTINGS WITH SQUARED CORNERS SHALL BE GROUND TO FIT ASSOCIATED COVER OR G RATE. 8. ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF 1/8 " ±. 9. ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING STANDARD INDUSTRY PRACTICES PRIOR TO SHOP APPLICATION OF ASPHALTIC COATING BY DIPPING. 72 STORM SEWER CLEANOUT DETAIL 0 NOT TO SCALE PLAN VIEW 6" - -_ 36" 54 STANDARD C 4.5 VDOT ST -1 STEPS F 18 "O PIPE Al -B1 (BEYOND) VDOT STD. MH -1 FRAME AND COVER. RIM ELEV.= 541.00 72" PROP. 48"0 HDPE PIPE B2 -B1 (BEYOND) TYPE 'B' TOWER PER 81 VDOT STD. JB -1 JUNCTION BOX 81 PER VDOT STD. C-4.8 JB -1. 8 "--- Lo +I 8.. - - - co y 8' � SECTION A -A NOTES: 1. STRUCTURE SHALL BE PRECAST. SEE VDOT ROAD AN D BIRDGE STANDARDS PG. 103.02 FOR GENERAL NOTES - PRECAST. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. SEE VDOT STANDARD JB -1 DTL. FOR ADDITIONAL NOTES, ETC. (SEE DTL81 ON SHT. C -4.8). 3. BACKFILL IN ACCORDANCE TO VDOT STD. DSB -1 (SEE DTL 52 ON SHT. C -4.5). 71 STRUCTURE B1 DETAIL (JUNCTION BOX) C4'7 DralnPac Tr,,. Cath Basin SWMF MAINTENANCE PROCEDURES INSTALLATION Drawing Notes t) DralnPec TM 2) DrainPac TM install in drop Inlet type basins are self supported filter inserts' hat will rest (gravity held) +,,n the axisting catch basin gate frame 3) This pmductwii aid in filtenng constituents such as heavy metals, petroleum hyd.,ocarbons,sedicrlents.trash and debris SCALE: V =2.5' PROP. 48"0 HDPE PIPE B4 -B1. INSPECT MONTHLY (CON -T): INSPECT YEARLY: VDOT STD. MH -1 4. INSPECT ALL OTHER ON -SITE STORM STRUCTURES. Stainless Steel Frame -" VDOT STD. MH -1 - REMOVE SEDIMENT REGARDLESS OF OBSERVED DEPTH, A MINIMUM OF ONCE A 2 "x2" Angie INVERTS OF STRUCTURES. Fitter Liner FRAME AND 1)Overflow Bypass (s desroniy) 2. REMOVE SEDIMENT FROM ON -SITE STORM STRUCTURES. PVC Mesh FRAME AND Thie n e TRASH / DEBRIS THAT MAY EXIST. INSPECT PLANTINGS IN STRUCTURE - IF COVER. HEALTH OF PLANTINGS APPEARS TO BE DETERIORATING, NOTFIFY 2)Filter Cloth (boilam only) COVER. Non -woven Polypropylene REQUIRED. Masslunit Area =4 0 ozlsq yd RIM ELEV.= 541.95 THE MANUFACTURER OR A MANUFACTURER APPROVED CONTFIRACTOR Flow Rate= 140 GallmWsq ft Support Basket 54 STANDARD Ultimate Tensile Strength =850lb /ft FILTERRA MAINTENANCE: 2. CLEAN CATCH BASIN INSERTS. ,.zrcl7 �CCF1 ,, Ircetrille�t l llten.tr draft r; =t? I r 11 t.{iatt.lul": l,ri the S'ta�llla r. it 1 C 4.5 VDOT ST -1 Stipl,11'a al'I'l Cd col]IIartin` I'tu .l Milli17111111 flerla.l of 7 ,Cat, 11cC : +�f rj9L SC1 "icC I-icc I I t r 'h u1 lir_I �1 111 the. h{ u C of 7 h 1`ill•1i.r 1'�� lnal', t_.itclu.l'i1 rrluina, uEan : ,,,n,1 ract, l 3.1. AT OUTLET CONTROL STRUCTURE (STR. C3), REMOVE MANHOLE COVER: M fiC r i In-li STEPS 3.1.2. AT SUMP OF OUTLET CONTROL STRUCTURE (I.E. OUTLET SIDE OF kllwl ll mmItt -rnnrn isr, Of 1 illamnIM11 it w "I ,_hCd1d d it.:. 1'11,' e t tl; lrc ECCENTRIC TAPER 80 il. €1rhil ,€ 3j);1115. Ili hliti 1 <i.i11., :. lG.ni i,ll "w Iliva tiff, t l+ t,i, In luciln ,.11i�. G�J..,1«(; Ill. fnll 'e I. -it fi�111: tl,r ti ",titCrn l - +'k ���tiury,�m;m sl,cG�r�,. l- ,lii'1rltr. 3.1.1. IF SEDIMENT IN SUMP OF OUTLET CONTROL STRUCTURE IS AT OR UNIT PER VDOT CA 8 C '. ,,clt a rlailltcllallca l it +.it �I t1l" t'illkw, in�� i,l••L . x_-51 (_5_4')i ECCENTRIC TAPER 8O C-4.5 STANDARD VDOT STA k lull,; ilnit tr.l i n1 STD. T -MH -2. B2, B3, B4, B5 AND 136): _. r.n �1�171i +.Dili. nnrh li irasli I Clnkn al UNIT PER VDOT KzT STEPS 9'1,,,11 lr..11111 .- 1'11ttl. lklll Ind l;rilnin : 0r 3.2.2. MEASURE DEPTH OF SEDIMENT. Itu(11,i. 'roknt )I rlul"11 3.2.3. IF SEDIMENT IN STRUCTURES IS AT OR ABOVE 3" REMOVE SEDIMENT. STD. T -MH -2. iJ 3.2.4. REPLACE MANHOLE COVERS. :uld i:.'lldnn_, t. C: OI'Ii�.: tli'Id9 ti.' :13:iilli Itll Zllt 111`111111..:!:1 FLAT SLAB 8O + -n7 1311) I1L l L 1111147 I h t }1 wCih)7I €tl Ct tl)� tlitt' thV, i>r Y,2 t 1 111',, i 1'.ii14. t:� FLAT SLAB UNIT 8O liill.l t{ X11 I1 I Ill', t17�'itl'(lli 1 f 1nn .n +ritlr.;r.11 t , rt ,ii the hti l '1111 „is I�c1rl.11t +; +_ UNIT PER C-4.8 PER VDOT STD. R-2 VDOT STD. R -2 48 "0 HDPE INLET 6" "'- (PIPE B1 -C3 - BEYOND) 12" WIDE x 5" HIGH RECTANGULAR 72" INV.IN= 533.30 72" OPENING IN WEIR WALL 6 "x6" O PVC SLEEVE (ORIFICE) SET IN WEIR WALL - - -6" GROUT FILL (INVERT SHAPING FROM INVERT IN 80 MONOLITHIC BASE OF 48" PIPE TO INVERT OF 6" C 4.8 UNIT PER VDOT 0 ORIFICE. MAINTAIN 1' 18"0 RCP OUTLET STD. B -1 SUMP BEYOND WEIR WALL w� BOTTOM ELEV,= 532.20 MONOLITHIC BASE 80 UNIT PER VDOT 00 00 STD. B -1 SECTION A -A SECTION B -B 12 "x12" 46 BAR @ 18" O.C. ALONG WEIR WALL. / 53 GROUT FILL / INVERT SHAPING 1-►' I B C -4.5 PER VDOT STD. IS 1 FROM INV. IN OF 48 "0 HDPE PIPE TO 6 "0 ORIFICE OPENING IN WEIR WALL i 54 C 4.5 STANDARD VDOT ST -1 STEPS i . -' ` % TOP OF WEIR WALL ELEV.= 536.75. 12" WIDE x 5" HIGH F' �`'. D RECTANGULAR OPENING IN WEIR WALL 4 INV.= 535.10. f 6 "x6 "0 PVC SLEEVE SET IN WEIR WALL 1v - INV.= 533.25. 18 "0 RCP OUTLET PIPE C3 -C2 J 6" WIDE WALL CONSTRUCTED (BEYOND) INSIDE VAULT AS ILLUSTRATED. INV.OUT= 533.20. f -- SEE SECTION B -B & SECTION C -C 12" SUMP (NO THIS SHEET) ( INVERT SHAPING BETWEEN WEIR SECTION C -C (SECTION AT WEIR WALL) WALL AND OUTLET). FINISHED GROUND (SEE NOTE 4) 1" 00 LUu LU 0 V PVC TEE -WYE GASKETxSPIGOTxGASKET FITTING (SIZE TO MATCH MAIN). LB L PLAN VIEW NOTES: 1. STRUCTURE SHALL BE PRECAST. SEE VDOT ROAD AND BIRDGE STANDARDS PG. 103.02 FOR GENERAL NOTES - PRECAST. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. REFER TO VDOT STANDARDS FOR DETAILS NOT SHOWN, SEE DTL 80 ON SHT. C -4.8 FOR ADDITIONAL NOTES, ETC.). 3. BACKFILL IN ACCORDANCE TO VDOT STD. DiSB -1 (SEE DTL 52 ON SHT. C -4.5). 7O STRUCTURE C3 DETAIL (MODIFIED T -MH -2) C4J RIM ELEV. (SEE PLAN / STORM SEWER CLEANOUT SEE NOTE 4) FRAME AND COVER -SEE INSETA AND SECTION B -B. SECTION A -A GASKET x SPIGOT FITTING (45° BEND ILLUSTRATED). A THREADED REMOVABLE CLEANOUT PLUG (RECESSED) AND CLEAN -OUT ADAPTER (SPIGOT); SEE NOTE 5 FOR MATERIAL / SIZE. BELL /SPIGOT RISER PIPE (LENGTH BASED ON RIM ELEV. - SEE PLAN); SEE NOTE 5 FOR MATERIAL/ SIZE. SCALIE: V" 2.5' INSET A 11" CASTING TO BE SET & EMBEDDED IN BUTYLJOINT 10-3/4" MATERIAL AND CAPPED WITH 1/16" HYDRAULIC CEMENT GROUT. TYP CLASS A -3 h CONCRETE 9 -1/4" SEE INSET 'A' NOTES: PLAN SECTION 13-13 1. ALL JOINTS SHALL BE WATER TIGHT (WT). 2. DIMENSIONS ILLUSTRATED ARE APPROXIMATE. ALL DIMENSIONS, INSTALLATION PROCEEDURES, ETC. SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL FITTING ADAPTERS/ BUSHINGS PER MANUFACTURER'S RECOMMENDATIONS AT ANY CHANGE IN PIPE MATERIAL. 4. RIM ELEVATION IN GRASSED AREAS SHALL BE SET 1 "( ±) ABOVE FINISHED GROUND. RIMI ELEVATION SHALL EQUAL FINISHED GROUND IN IMPERVIOUS AREAS. 5. PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35 (FOR PIPE SIZES 8" THRU 12 "), PVC. STORM DRAIN PIPE WITH A DIAMETER OF 6" OR LESS SHALL BE SCHEDULE 80. SIZE OF RISER AND THREADED CAP SHALL MATCH MAIN FOR 4" AND 6 ", INSTALL 8 "m6" REDUCING WYE ON 8" LINES. 6. CLEAN OUT FRAMES & COVERS FOR USE WITH STORM DRAINAGE SHALL BE HIGHWAY LOAD RATED (H20). FRAMES & COVERS SHALL BE MANUFACTURED BY CAPITAL FOUNDRY OF VIRGINIA, INC. OR APPROVED EQUAL. ANY ASPECT OF CONSTRUCTION NOT COVERED HEREIN SHALL BE PER CITY OF CHARLOTTESVILLE STD. WW 5.1 AS AMENDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 7. ALL GRAY IRON CASTINGS SHALL CONFORM TO LATEST EDITION OF ASTM A -48, CLASS 310. CASTINGS SHALL BE OF UNIFORM QUALITY, MANUFACTURED TRUE TO DESIGN AND ALL COMPONENTS SHALL FIT TOGETHER UTILIZING STANDARD INDUSTRY PRACTICES. ALL ROUND FRAMES, COVERS & GRATES SHALL HAVE CONTINUOUSLY MACHINED BEARING SURFACES TO PREVENT ROCKING. CASTINGS WITH SQUARED CORNERS SHALL BE GROUND TO FIT ASSOCIATED COVER OR G RATE. 8. ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF 1/8 " ±. 9. ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING STANDARD INDUSTRY PRACTICES PRIOR TO SHOP APPLICATION OF ASPHALTIC COATING BY DIPPING. 72 STORM SEWER CLEANOUT DETAIL 0 NOT TO SCALE PLAN VIEW 6" - -_ 36" 54 STANDARD C 4.5 VDOT ST -1 STEPS F 18 "O PIPE Al -B1 (BEYOND) VDOT STD. MH -1 FRAME AND COVER. RIM ELEV.= 541.00 72" PROP. 48"0 HDPE PIPE B2 -B1 (BEYOND) TYPE 'B' TOWER PER 81 VDOT STD. JB -1 JUNCTION BOX 81 PER VDOT STD. C-4.8 JB -1. 8 "--- Lo +I 8.. - - - co y 8' � SECTION A -A NOTES: 1. STRUCTURE SHALL BE PRECAST. SEE VDOT ROAD AN D BIRDGE STANDARDS PG. 103.02 FOR GENERAL NOTES - PRECAST. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. SEE VDOT STANDARD JB -1 DTL. FOR ADDITIONAL NOTES, ETC. (SEE DTL81 ON SHT. C -4.8). 3. BACKFILL IN ACCORDANCE TO VDOT STD. DSB -1 (SEE DTL 52 ON SHT. C -4.5). 71 STRUCTURE B1 DETAIL (JUNCTION BOX) C4'7 DralnPac Tr,,. Cath Basin SWMF MAINTENANCE PROCEDURES INSTALLATION Drawing Notes t) DralnPec TM 2) DrainPac TM install in drop Inlet type basins are self supported filter inserts' hat will rest (gravity held) +,,n the axisting catch basin gate frame 3) This pmductwii aid in filtenng constituents such as heavy metals, petroleum hyd.,ocarbons,sedicrlents.trash and debris SCALE: V =2.5' PROP. 48"0 HDPE PIPE B4 -B1. i 0 11114 11111 IATA n Basin (Drop Inlet) Style C 4.7 DrainPac TM Installation Drawing: Drop Inlet 14000 E.Va #ley Blvd ". Ilia City of Industry,C:A 9746 UNITED STORM WATER INC. Los Angeles: (S77)717-a6 San Diego :(866)440-2790 www.unitedstorTnwater.com BTM. ELEV.= GROUT VOID *NOTE: OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE INSPECT MONTHLY (CON -T): INSPECT YEARLY: Traffic Grate 4. INSPECT ALL OTHER ON -SITE STORM STRUCTURES. Stainless Steel Frame -" 304118G - REMOVE SEDIMENT REGARDLESS OF OBSERVED DEPTH, A MINIMUM OF ONCE A 2 "x2" Angie INVERTS OF STRUCTURES. Fitter Liner 1. VISUALLY INSPECT FOR TRASH AND DEBRIS IN AND AROUND UPSTREAM DRAIN 1)Overflow Bypass (s desroniy) 2. REMOVE SEDIMENT FROM ON -SITE STORM STRUCTURES. PVC Mesh 4.2. AT STRUCTURE F1, CAREFULLY REMOVE TREE GRATES AND REMOVE ANY Thie n e TRASH / DEBRIS THAT MAY EXIST. INSPECT PLANTINGS IN STRUCTURE - IF 5Opening Slz=m m HEALTH OF PLANTINGS APPEARS TO BE DETERIORATING, NOTFIFY 2)Filter Cloth (boilam only) MAINTENANCE CONTRACTOR* *NOTE* - AS PER THE MANUFA(CTURER'S Non -woven Polypropylene REQUIRED. Masslunit Area =4 0 ozlsq yd Thickness --43 mils ('1.1mm) THE MANUFACTURER OR A MANUFACTURER APPROVED CONTFIRACTOR Flow Rate= 140 GallmWsq ft Support Basket Intergrally Formed Blaxial Geodrid Ultimate Tensile Strength =850lb /ft i 0 11114 11111 IATA n Basin (Drop Inlet) Style C 4.7 DrainPac TM Installation Drawing: Drop Inlet 14000 E.Va #ley Blvd ". Ilia City of Industry,C:A 9746 UNITED STORM WATER INC. Los Angeles: (S77)717-a6 San Diego :(866)440-2790 www.unitedstorTnwater.com BTM. ELEV.= GROUT VOID *NOTE: OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE INSPECT MONTHLY (CON -T): INSPECT YEARLY: OF THE STORMWATER MANAGEMENT FACILITY. 4. INSPECT ALL OTHER ON -SITE STORM STRUCTURES. 1. FOLLOW MAINTENANCE PROCEDURES OUTLINED IN SECTION 'INSPECT MONTHLY' INSPECT AFTER EACH RAIN EVENT: 4.1. AT STRUCTURES Al, A2, AND C2, REMOVE ANY BUILT -UP SEDiIMENT FROM - REMOVE SEDIMENT REGARDLESS OF OBSERVED DEPTH, A MINIMUM OF ONCE A INVERTS OF STRUCTURES. YEAR. 1. VISUALLY INSPECT FOR TRASH AND DEBRIS IN AND AROUND UPSTREAM DRAIN 2. REMOVE SEDIMENT FROM ON -SITE STORM STRUCTURES. BASINS. REMOVE DEBRIS AS NECESSARY. 4.2. AT STRUCTURE F1, CAREFULLY REMOVE TREE GRATES AND REMOVE ANY TRASH / DEBRIS THAT MAY EXIST. INSPECT PLANTINGS IN STRUCTURE - IF 2. VISUALLY INSPECT GROUNDCOVER. CUT GRASS / DRESS -UP PLANTING BEDS AS HEALTH OF PLANTINGS APPEARS TO BE DETERIORATING, NOTFIFY MAY BE REQUIRED. DEAD /DISEASED GROUNDCOVER SHALL BE REPLACED AS MAINTENANCE CONTRACTOR* *NOTE* - AS PER THE MANUFA(CTURER'S REQUIRED. RECOMMENDATIONS, ALL REGULAR MAINTENANCE SHALL BE PROVIDED BY INSPECT MONTHLY: THE MANUFACTURER OR A MANUFACTURER APPROVED CONTFIRACTOR (FILTERRA MAINTENANCE PROCEEDURES - BELOW). 1. FOLLOW MAINTENANCE PROCEDURES OUTLINED IN SECTION'INSPECTAFTER EACH RAIN EVENT A MINIMUM OF ONCE A MONTH. FILTERRA MAINTENANCE: 2. CLEAN CATCH BASIN INSERTS. ,.zrcl7 �CCF1 ,, Ircetrille�t l llten.tr draft r; =t? I r 11 t.{iatt.lul": l,ri the S'ta�llla r. it 1 3. INSPECT DETENTION SYSTEM FOR BUILT -UP SEDIMENT. Stipl,11'a al'I'l Cd col]IIartin` I'tu .l Milli17111111 flerla.l of 7 ,Cat, 11cC : +�f rj9L SC1 "icC I-icc I I t r 'h u1 lir_I �1 111 the. h{ u C of 7 h 1`ill•1i.r 1'�� lnal', t_.itclu.l'i1 rrluina, uEan : ,,,n,1 ract, l 3.1. AT OUTLET CONTROL STRUCTURE (STR. C3), REMOVE MANHOLE COVER: M fiC r i In-li 3.1.1. REMOVE MANHOLE COVER. 3.1.2. AT SUMP OF OUTLET CONTROL STRUCTURE (I.E. OUTLET SIDE OF kllwl ll mmItt -rnnrn isr, Of 1 illamnIM11 it w "I ,_hCd1d d it.:. 1'11,' e t tl; lrc INTERNAL WEIR WALL )' MEASURE DEPTH OF SEDIMENT. il. €1rhil ,€ 3j);1115. Ili hliti 1 <i.i11., :. lG.ni i,ll "w Iliva tiff, t l+ t,i, In luciln ,.11i�. G�J..,1«(; Ill. fnll 'e I. -it fi�111: tl,r ti ",titCrn l - +'k ���tiury,�m;m sl,cG�r�,. l- ,lii'1rltr. 3.1.1. IF SEDIMENT IN SUMP OF OUTLET CONTROL STRUCTURE IS AT OR ABOVE 3" REMOVE SEDIMENT FROM STRUCTURE. C '. ,,clt a rlailltcllallca l it +.it �I t1l" t'illkw, in�� i,l••L . 3.1.2. REPLACE MANHOLE COVER. 3.2. AT OTHER STRUCTURES ALONG DETENTION SYSTEM (I.E. STRUCTURES B1, k lull,; ilnit tr.l i n1 B2, B3, B4, B5 AND 136): _. r.n �1�171i +.Dili. nnrh li irasli I Clnkn al t. I i4zt- nl I1 I "'',0ildtt,ir1 till JkJ 3.2.1. REMOVE MANHOLE COVERS 9'1,,,11 lr..11111 .- 1'11ttl. lklll Ind l;rilnin : 0r 3.2.2. MEASURE DEPTH OF SEDIMENT. Itu(11,i. 'roknt )I rlul"11 3.2.3. IF SEDIMENT IN STRUCTURES IS AT OR ABOVE 3" REMOVE SEDIMENT. I)1 °f,.11 +'}'^ill Itl,itlrt. ^trlllicw z,auar iletns T1airltvli.inC�. X "�'t.l> tll;irl.tiW 1 at7r1 .t +,I�,r �tir�r =7tt; ....ul_ti931. nllon lc ;tt, .I I 3.2.4. REPLACE MANHOLE COVERS. :uld i:.'lldnn_, t. C: OI'Ii�.: tli'Id9 ti.' :13:iilli Itll Zllt 111`111111..:!:1 + -n7 1311) I1L l L 1111147 I h t }1 wCih)7I €tl Ct tl)� tlitt' thV, i>r Y,2 t 1 111',, i 1'.ii14. t:� liill.l t{ X11 I1 I Ill', t17�'itl'(lli 1 f 1nn .n +ritlr.;r.11 t , rt ,ii the hti l '1111 „is I�c1rl.11t +; +_ a 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By A Mark Date By C TH of S M. DUNN o. 41830 ONAL V o � �. W •� (� O rn z ®� 00 N 0 V) =mom L- zN� ® Q1 O >Q L " z.. . 2 Q C]A a a n Z w ?: (A Ln w w 1, O IT N �V�, L O mow Ln a0 OC a) o O > T L i (/1 STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virgiinia COUNTY APP. NO.: SDP201400018 SHEET TITLE STORM SEWER & BMP DETAILS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :12/01/14 Drawn By H &D Checked By- H &D Sheet C -407 DROP INLETS A TOPS MANHOLES RISERS I BASES F-A 7-DI-2 LOCATION OF HOLE TO VARY WITH TYPE OF INLET CONSTRUCTED. HOLE MAY BE SHIFTED RIGHT, LEFT 00 CENTERED. _D. e. F L 2'/J' X Vg` X '/4" GALIV, DOWEL THROAT SECT] TO CHAMBER IF CAST WERATFI-Y RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE '41" DIMENSION ICONCRETr PIPLJ Y MINIMUM WIRE FABRIC OR EQUIVALENT AREA 2" 3& 4kt W, 21" 72_`111 24` L 2'/J' X Vg` X '/4" GALIV, DOWEL THROAT SECT] TO CHAMBER IF CAST WERATFI-Y RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE '41" DIMENSION ICONCRETr PIPLJ Y MINIMUM WIRE FABRIC OR EQUIVALENT AREA 2" 3& 4kt W, 21" 21" 24` 5„ 27` NOTES 501, LOS. REINIF, STEEL 331, 24 "® L'A DIM. D 42' 7--7/2" a. �FOOTIW; WEEP HOLE (AS REO'D.) WEEP HOLE (AS K(3L).) _T I 171 STEPS I(AS RECMA ALTERNATE JOINT 1. 71M DETAIL 7 D D 6 x 61, - W5.5 x W5.5 WELDED SLQT N.Q.D� "L` VARIES 20'-D" MAX, D OR RRGVIDE. ALTERNATE VW APPROVED METHOO OF INII Y MINIMUM WIRE FABRIC OR EQUIVALENT AREA 2" 3& 4kt W, MONOLITHIC 21" 4A" 5„ E NOTES 27" LOS. REINIF, STEEL 24 "® L'A DIM. D CU, YOS, CONC, W, a. �FOOTIW; A ' 84` 7" I. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS, 14 - 12 6 -10" 5,72 17 PLAN 2- CONCRETE TO BE 4000 PSI MINIMUM. 72" 1556 6­3" 5.10 1617 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. 5.$3 1795 D + 811 + 2K W_N &W 1704 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY 658 1831 7-38 VARY WITH MANUFACTURER, 2028 6-1011 6.83 2069 5. FOR DETAILS OF FRAME AND CRATE SEE STANDARD 01-2.4k 8, C. 7A2 DOGHOUSE WITH FOOTING 91-4" 8.27 6. VERTICAL REINFORCING BARS TO BE 11-ONTNUOLM THRO" JOINT, NOTES) 71-5" 7,95 2306 7. STM40ARD ST -1 STEPS NOT REQUIRED IN THIS TOP UNIT, 11 2490 10'-2" 2`0` 11-4" - 1- SEE GENERAL NOTES FOR ADOMONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, - - *W-LOWARLE `H" (LIN. FT. FOR MANHOLES] DIMENSIONS. ETC. f CONSTRUCTION 147 C-C-7 - JOINT L 2/2" x 21/211 x 1/4" GALV. 2. ALL BASE UNITS ME TO BE 14 ACCORDANCE WITH THE REOUREWENTS OF AASRTO MI 4 • Mc 6XI2 2" 2�/2' 1/4" GALV. CALY. V-O` 4 2 1 X2" x - 2'-0" 311 1" -3" 3- CONCRETE SHALL BE 4000 P51. 64 0 -04 a APPROACH 4- WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED DRILLED OR NEATLY CUT 2 a" C-C APPROACH GUTTER TOR WITH •4. _194 in CUTTER THE M40LES BETWEEN CENTER LINES, THE INVERT FLEvAT FABRICATOR TO 10� 101, C_L; T ENTER THE MANHOLE, HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN 11 _ 11 , .1 THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. VAR, V 5- DIMFN54ON$ 54OWN ARE MIN11" ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER DIMENSIONS D x MINIMUM Y MINIMUM SUGGESTED MAX, PIPE 54ZL ABSOLUTE MAXIMUM 3& 4kt W, tall 21" 4A" 5„ E Z4., 27" LOS. REINIF, STEEL DIM, 0 24 "® STEEL_ DIM. D CU, YOS, CONC, W, a. 48" 54" 84` 7" 4.99 14 - 12 6 -10" 5,72 17 8. 6. 72" DETALS OF TOWERS TYPE A TYPE 0 TYPE C TO BE USED WHEN VERTICAL DISTANCE BEIWEEN GRADE AND TO BE USED WHEN VERHOAL DISTANCE BETWEEN GRADE TO BE USED WHEN �DISTANCE BETWEEN GRADE AND INVERT OF PIPE IS PIPE DIAMETER PLUS V-4" OR GREATER AND INVERT OF PPE IS PIPE DIAMETER PLUS 3*-2" TO INVERT Of PIPE IS PIPE XWLTER PLUS 2'-4" TO (SM NOTE 3). 5`4' (SEE NOTE 3I. X-211 (5tz NOTE 3). STANDARD MH-11 STANDARD 1 FRAME FRAME 6 COVER I" COVER FRAME & COVER STANDARD MII j i6 > > TOP SLAB OF TOP STAR OF CHAMBER TOP SLAB OF CHAMBER CHAMRFR SECTION A-A SECTION A-A WALL THICKNESS TO BE 6" TO A BARS r DEPTH OF 10' AND 8` OVER 10', 12 RE�'M 4 REOID, A A _n SECTION A 11 6 BARS. T -1 A A A 0\0 A PLAN *6 BARS S PLAN PLAN I I NOTES QUANTITIES FOR TOWER ;4 7r :2, M , - - rM�_ I Mla N �CONVNMUE� - H ,, ANUMD W-2 - OF CQKRETE TO a, INDICATE$ AREA BE SUBSTITUTED FOR TYPE A TOWER SHOWN. IF SuRSTiTuTED, TYPE A TYPE B TYPE C INDICATES AREA OF CONCRETE TO 6. *C" IS NOMINAL DIAMETER, PAYMENT WILL BE MADE AT THE CONTRACT UNIT PRICE, FOR BE POURED IN PLACE_" DEPTH "H' OF 35" DIA)KTFA BASE UNIT RESTRICTED CONCRETE 0.643 C.Y, OZ25 C.Y. 7� IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-Q" MAXIMUM. THAT WOULD HAVE BEEN REQUIRED TO RUILD THE TYPE A TOWER. INCREMENT 0,282 TD 101 DEPTH, HOLES PROVIDED HOLES PROVIDED THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CIEUENT MORTAR 10 PREVENT STANDING 9I259 4.145 OR PODDING OF WATER NN THE STRUCTURE. FOR •#4 X 8" BOWELS 8" DOWELS- *OME THROUGH PIPE ONLY� IONE PIPE ENTERING AND -1 FOR APPLICABILITY OF SAFETY SLABS. PER F007 0 362 OVER 10' BE POLRED IN PLACE CONCWTF_ AND STEEL UA$ED ON THIE THEORETICAL QUANTITIES FOR *4 x ONE PIPE EXITING STRUCTURE) 2. SET STANDARD SL STANDARD RISER I I , " -- ­ �, 1 INCREASE INDICATED D#AENSION BY ONE F007 FOR USE WITH REINFORCING U FOR CORRUGATED METAL UNIT S. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VOOT APPROVAL. STEEL TEE SECTION ALTERNATE J 8- 151. B", JOINTS Aff. TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER, 7211 DIAMETER PIPE, T SEE SHEET 10:5.13 j - - ' - *. CHAMBER AND TOWER QUANTITIES FOR CONCRETE AM REINFORCING QUANTITIES SHOWN ARE rOR MINIMUM TOWERS OF EACH 21 -0` STEEL MUST BE ADDED TO OBTAIN TOI TYPE, FOR TOWERS ABOVE MINIMUM HEIGHT INCREWIENTS SECTION A-A SECTION B-B ALTERNATE SEC71ON B-8 SHOWN PER FOOT MUST BE ADDED. (CC-6 CURB AND GUTTER) (FOR USE WITH CG-7 CURB AND GUTTER) SPECIFICATION SPECIFICATION SPECAPICATION SPIECIMATION XVDOT XVWT XV00T REFERENCE \V00_r MICE ROAD AM BR ROAD M BRIDGE STANDARDS "8 IDGE STANDARDS - 721 'R REFERENCE REFERENCE REP ROAD AM BRIDGE STANDARDS ROAD AM BRIDGE STANDARDS STANDARD PRECAST BASE UNITS JUNCTION BOX TOWER DETAILS FOR 48:11 8@0 10 5 PRECAST UNIT ASSEMBLY DIAGRAM 233 STANDARD PRECAST TOP UNITS r8 O'� REVISION DATE SHEET IOF1 SHEET IOr1 REVTSION DATE IDS SHEET I OF 4 REVISION DATE PIPE CULVERTS MAXIMUM DEPTH (H) - 20' SHEET _I OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION -4.8 302 VIRGINIA DEPARTNIENT OFF TRANSPORTATION VIRGINIA DEPARTMENT OF TRA64SPORTATION 302 2133 *01D1 I03.04 103,11 1D6.12 VIRGINIA DIEPARTWNIT Or TRANSPORTATION 302 T-MI MH-2 DISPLACEMENT QUANTITIES FOR PIPE OPENINGS (TO BE USED WITH STID JB-1A*XT6ON BOX) LEGEND PAGE T CONCRETE REIMF, MH-1 FRAME PIPE PIPE 1)1 15. 30. 45* STEEL A -FLAT SLAB TOP WITH FRAME AM GRATE (T-DI-1) 103,05 AND COVER FOR DETAILS OF ALL COMPONENT PARTS AM SrZL CLASS E-DROP INLET TOP UNIT (T-DI-2) ,03.04 "GENERAL NOTES- PRECAST" SEE SHEETS CtL Yards Cc. Yardu W_ ya,,lu Cu, Yurda Lbs, c -THROAT FACE BLOCK (T-DI -3,41 103.05.103,06 INTERLOCK SHALL BE PROVIDED tly 103.01-103.11 I­ DIAMETER HOLES 311 OVAL SLOT 121� 0 - CURB DROP INLET THROAT SECTION (7-D(-3.4) 1(33„ 3E? OR 07HU VOOT APPROVED MIFTi4dDS. is. IV. V .0.35 .036 .04-0 .050 17.97 E -SPACER UNIT (T -MH- 2) 103.09 FOR 4 STEEL DOWELS. F -FLAT SLAB TOP WITH MILE (T-MH-2) 103 09 CENTERS TO BE IBO'APART. 1211 CIA .0to 020 022 .027 11.06 G- DROP INLET TOP UNIT (T-01-5) 103:07 SEE NOTE 8, I -DROP INLET TOP UNIT (T-II ­77' 03.08 M 15�, IN, IV, V .050 �052 071 24,88 J - FLAT SLAB TOP UNIT (T-MH-2) - IL3.02 K • MANHOLE FRAME AND COVER C-MH-0 106,02 THIRD 106.08 15" CM �030 �031 15.93 I_ -SPACER UNIT <T-MH-2) 110309 NOTCH, DOWELS, KEYS OR OTHER VOOT APPROVED 103 09 MEANS OF PROVIDING POSITIVE INTERLOCK ARE TO 101, M- - CONCENIRC TAPER UNIT (T-MH-2) .- 7 MW SPACER LOT IC IV, V .069 .072 .080 3323 N- ECCENTRIC TAPER UNIT (T-MH-2) T03.09 RE INCLUDED IN FLAT SLAB TOPS USED IN M SPACER UNIT o-RISER UNIT (R-11- 103.10 CONJUNCTION WITH CURB DROP INLETS. (AS REQUIRED) Is,, CM .(543 -00.4 .049 .061 21.68 P- FLAT SLAB REDUCER (R-2) _*310 Q- TAPER REDUCER (R-31- - *3AID LOCATION. SIZE AND SHAPE 2'-01, - OVER 4'UNk (B-11 T03.11 OF HOLE MAY VARY DEPENDING 24" II. IV. V Aie A22 .137 .16a 53,53 R - MONOLITHIC BASE UNIT STEPS S - DOGHOUSE EASE UNIT - OVER 4'DfA tB-2) ON THE TYPE OF STRUCTURE- (AS REG D.) APLR 24" CM -078 �078 087 35153 T - FOOTING 19-2) '03.1ri I. AM 03.14 To UNIT a 30�1 IC V1 V .179 -196 .205 .258 78,64 U -TEE SECTION BASE UNIT (13-1) V MONOLITUIC BASE UNIT OVER 4'Dtk (B -D - 03.1 STEPS W_ DOGHOUSE BASE UNIT OVER *D(A. (8-2i - I (AS REO'D.) CU Als 122 .137 53,53 x - T700TWG (a-2) 03,11 ALTERNATE JOINT DETAIL 03.03 2" M AX.j - - - - - -- 3611 I. �254 .263 294 '352 > iz­ CM .170 .176 - 19-7 242 74-76 51, 42" it, IV, v 395 .486 143,33 GENERAL NOTES PRECAST FLAT SLAB TOP UNIT RISER UNIT *2" cm .231 .240 RISER UNIT -26a 9^9.53. 4a" IN, IV, V �441 .457 31L DIAMETER WEEP 40CES WILL RE REOURED iQ PRECAST STRUCTUR,1 LWATFI) 5" .2 REDUCER .511 .629 162.90 PRECAST STRUCTURES WILL CONFORM TO SECTION 1D5,04 OF THE SPECIFICATIONS. I THE MANIUFACTURER WCL HAVE THE OPTION OF SELECTING THE COMBINATION OF ADJACENT 70 THE PAVEMENT TO DRAIN SUBBASE. PLACEMENT OF WEEP HOLES IN IT RISER UNIT - - - - - - - - CIM Z02 127,85 PRECAST UNITS TO COMPLETE A STRUCTURE UNLESS OTHERWISE NOTED ON THE THE PRECAST UNT WILL BE DETERMINED BY THE PROXIMITv OF THE _147MICTURF PLANS. TO THE SJB8ASF, WEEP HOLES WAY ALSO BE REOUIRM IS OTHER STRUCTURES 54., WHEN CAI I Ft FOR ON THE PLAINS OR DIRECTED RY THE F401I REDUCER UNIT a, �5154 574 ."2 .799 227,29 CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT' MONOLITHIC THE "H" (LINEAR FEET FOR MANHOLES) DIMIENSION SHOWN ON THE STANDARDS BASE 54" �580 �600 672 23742 AND SPECIFIED ON THE PLANS WILL RE ME FROM THE INVERT OF THE WEEP HOLES CUL HAVE 12,1 X 12, PLASTIC HARDWARE CLOTH, V4" UFSH - + '7_1 OUI PIPE TO THE TOP OF THE MASONARY STRUCTURE, PLAN 11H11 NMENSIONS OR GALVANIZED STEEL WIRE, MINIMUM WIRE D(AMII 0,03", NUMEFER 4 MESH I ARE APPRO)aUATE ONLY FOR ESTUATTINO PURPOSES AND THE ACTUAL DIMENSIONS HARDWARE CLOTH ANCHORED FIRMLY TO OURSIDE OF STRUCTURE, NOTES: 541, CM BASE UNIT BASEI UNIT '382 398 .*43 .545 15930 SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 1 SLE GENERAL NOTES FOR ADDITIONAL INFORMATION ON 5. SPACER LINITS, SHOWN HEREON ARE ALSO KNOWN AS 601. 0, N -670 704 PRECAST UNITS LOCATED ADJACENT TO CAST-IN-PLACE CONCRETE II SUCH "GRADE RINGS "' OR ADJUSTMENT RWGS', I 1 .787 276,49 IN THE EVENT THE INVERT OF THE CUTFALL PIPE IS HIGHER THAN THE AS FLUMES DITCHES, GUTTERS, AND SIDEWA KS SHAT L HE CONNECTED TO THE WEEP HOLES, STEP REQUIREMENTS, `H" (LIN. FT. FOR -.1,. THE STRUCTURE, T44F INVERT OF THE STRUCTURE SKALI BE SHAPED WITH CEMENT ADJACENT UNIT BY MEARS OF NO, 4 SUOOIH STEEL MWELS SPACED ON 7. WHEN SPACER UNITS ARE REOLARED,'W' IS TO BE T- 601, -708 ,734 BOTTOM OF MANHIOLESI DIMENSION, ETC, .821 1.000 287,15.9 APPROXIMATELY 12" CENTERS THOUGHOUT THE CONTACT LENGTH AND EXTENDING 2� ALL SPACER UNI1S.FLAT SLA13 TOPS, TAPER LNFTS MEASURED FROM THE TOP Or THE UPPERMOST SPACER. MORAR TO PREVENT STANDING OR PONONG OF WATER IN THE STRUCTURE. THIS OM 472 -481 WILL APPLY TO ALL STRUCTURES MEETIC 74S CONDITION AND IS NOT 10 13E AT LEAST 4" INTO BOTH LHE PRECAST UNY TO RECEIVE THE ARE To BE IN ACCOROANCE WITH T]HF REQUIREMENTS 60.' .551 .673 195.09 STANDARD 15 6, SPACER UNIT IS 70 BE [DOWELED OR MORTARED TO SHAPING SHALL BE INCLUDED DOWELS, THEY SJHALIL NOT EXCEED %` QI CONFUSED WITH 5 -1 THE COST FOR INVERT F OF AASHTG Wt99, IN THE PRICE BID FOR THE STRUCTURE. TAIPEI UNIT OR FLAT SLAU TOP. F - IV .818 .847 .9413 33030 THE STANDARD SAFETY SLAB {SL 1) IS TO BE USED ONLY 'WHEN SPIEf-FED IN THE 3, CONCRETE SHALL BE 4000 PrA, DOTING WHEN SPECIFIED UN THE PLANS THE INVENT 15 TO BE SHAPED IN ACCORDANCE PLANS ON THE DRAINAGE S.LWARY SHEEf ANDIOR THE ERANACE DESCRIPTION - WITH V A49 985 1,211 54Z7D STANDARD 15-L THE COST OF FLHNSH01C AND PLACING ALL MATERIALS REFER TO STANDARD SII FOR SAFETY SLAB INFORMATIQN1. 4, FOR STEP DETAILS SEE STANDARD ST-1. i INCIDENTAL TO THE SHI IS TO HE INCULDED IN THE PRICE 811) FOR THE 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS .571 -590 STRUCTURE, :r4` CHAMFER MAY BE PROVIDED ON ALL EDGES AT WMCFACTUREWS OPTION, MAY VARY WITH MANUFACTURER. 72" 01. IV 1.004 .1362 .1314 234= ALL PRECAST STRUCTURES TO BE CONSTRUCTED WITH 4000 PSI MINIMUM CONCRETE. - 1.123 1382 389.34 STEPS IN ACCOw9DAMGE WITH STANDARD ST-1 ARE TO BE PROVIDED IN ALL MANHOLES 72" V 1.003 1040 1,163 1.431 1 40Z55 AND IN ALL DROP INLETS WITH AN `H` DIMENSION OF 4`0" OR CHEATER- 72" CM .679 .704 187 159 27649 SPECIFICATION SPECIFICATION !SPECIFICATION SPECIFICATION A.V00T XV00T REFERENCE RfFEqFNC-E XV00T REFERENCE xV0cTr REFERENCE GENERAL NOTES - PRECAST ROAD AND BRIDGE STANDARDS ROAD A40 BRIDGE STANDARDS STANDARD PRECAST MANHOLE TOP UNITS e lob PRECAST MANHOLE ROAD AND BRIDGE STAND- 105 JUNCTION BOX DISPLACEMENT QUANTITIES ROAD AND BRIDGE STANDARDS e REVISION DATE SHEET I OF i SHEET... 1 OF REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT Or TRANSPORTA-VOIN REVISION DATE SHEET 1 OF 1 2.33 FOR 48" - 72" PIIPE CULVERTS 7C-4 87 REVISM DATE HEET 4 OF 4 VIRCIMIA DEPARTMENT OF TRANSPORTATION 7__ 103.09 302 VIRGINIA DEPARTW-KT OF TRANSPORTATION 106,13 T' -TX-1 R-1.2.3 Ja-1 NOTES: LOCATION OF CHAMBER TO FIT VARIOUS FLOW LINE ANGLES jB-I TOP ALTERNATE DIMENSION OPENING IN TOP SLAB OF TWO RM_q K TO BE USED IN EACH CORNER 1. ALL REINFORCING STEEL TO BE #6 BARS WITH A MINIMUM lVz" CHAMBER TO BE CIRCULAR WITH CIRCULAR CPEN14G IN TOP- CONCRETE COVER, STANDARD 04-1 WEEP HOLES WHEN USED WITH TYPE A TOP I - I TONERS 1 BAR F E-F -E S. 2- MY REINFORCING BARS IN CONFLICT WITH PIPE SHELLS ARE TO #4 BANS 4' C-C - T s *4 DIAGONA.L BM S Bag UNION' RECOMMENDEI) MINIMUM HEIGHT CHART PPE H DWIVENTSION SIZE CONCRETE CORR. I TAIL 31, - 60, IV' 2'-W4- PM SHOWN ARE FOR CHAMBER WITHOUT PIPES. P UAN HO PE DISPLACEMENT OF CONCRETE AND STEEL MUST HE DEDUCTED TO OBTAIN IMX QLANITT1117S. SEE SHEET 4 OF 4. CHAMBER AND TOWER WANVTES FOR CONCRETE AND REINFORCING STEEL MUST BE ADDED TO OBTAIN TOTALS. 2--0` 30 Lim 3,_O.� 40 Lba.. 4`10" 50 Lbs, M, REW STEEL W D , YOS. CONC_ LOS. REINIF, STEEL DIM, 0 24 "® STEEL_ DIM. D BE CUT A MINIMUM OF %" FROM PIPE. 3. FOR DETAILS METHOD Of TURNING ANGLES AND APPROXIMATE STEPS (AS REQUIRFM GALVANIZEO 55XI0 TO BE PLACED UNDER QUANTITIES SEE SHEET 2 OF 4� FINISHED GRADE SET IN LINE 12" TO 16" C-C. TOP SLAB AND EXTENDED INTO SIDE WALLS I__ ELEVATION TO WITHIN 2" OF CU151DE FACE. 4- PRECAST CHAMBERS OF THE WILL TOGETHER FYFE WAY BE 15, 15, T5. FX_ SUBSTITUTED WHEN APPROVED ON AN INDIVIDUAL BASIS, :/- _1. - LIFT HOLES 0 5. ALL CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI -4 jal A r, A IF PRECAST. IT: W I j STEP OPTIONAL DEPENDING U. THIS ITEM MAY BE PRECAST OR CAST IN PI AM. ON STEP SPACING IN STRUCTURE BARS A 6 B` C-C N.F. 7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE ELECTED, Z> w BARS G 4 8" C-C F.F. INVERT i$ IN Ana A Mo B•WtFENN SPECIFIED ON PLANS ALL CORNERS F . 1 N TYPICAL ..r 7 4-9 __ I W < k\ ACCORDANCE WITH STANDARD 15-t THE MATERIALS iA jL BARS J a 6" C-C E,F, INCIDENTAL TO THE SHAPING ARE NOT TO BE MEASURED OR PAD SEPARATELY BUT THE GOST OF SAME IS TO BE INCLUDED IN THE PRICE BID PER CUBIC YARD OF JUNCTION BOX CONCRETE 717 7�,� 7 n LYI RISER F-V ------ A.:, 4 .�W DENOTES BOTH THE INTERNAL CHUER WIDTH ALONG THE NARROW FR7 Lj I 4' -ID" DIAMETER AXIS AND THE DIMENSION OF THE OF CHAMBER TO 19E OPENING IN TOP SLAB OPENING IN THE TOP SLAB OF CHAMBER ALTERNATE JOINT SQUARE WHEN US X L D X I WITH TYE 9 TOWERS DI-1, 1A PC rNUMNAL OIAMIETERI DETAIL P M -,�i 44��; REINFORCING IN I r ACCORDAN ATM CE I PLAN VIEW FLAT SLAB WITH S 0615 I I TYPE 8 AND (TOP SLAB REINFORCEMENT) BARS A 0- z*M*3 WHERE PIPES ENTER THE CHAMBER ON A SKEW.PiRE WALLS ARE TO BE EXTENDED, IF REQUIRED, INTO THE CHAMBER A SUFFICIENT 17� NOTES, *INCREASE INDICATED DIAENSION BY 1- 60, 750 PIPE JOINT-) 1W_ 1� F0_ __-i 1 C TOWER.` SEE DISTANCE TO MAINTAIN 3 1 SHEET )F 4 -w FOR USE WITH 721, PIPE, FOR DETAILS. SET GENE R& NOTES FOR A) DIME S, ETC. ON WEEP HOLES, STEP REQUIREMENTS, THE LENGTH OF ALL BARS AM THE NUMBER REQUIRED L "K' (41N, FT. FOR MANHOILES) DIMENSIONS, ETC. WILL VARY WITH THE S17E OF C1�4181ER , FOR APPROXIMATE WEIGHT WE SHEET 2 AND 4 OF THIS 12" DOWELS BARS A STANDARD, 7 2, ALL REDUCER AND RISER UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS 4-0- w NOTE D, C. E. G. H. AND J ARE STRAGHT� OF AASHTO M1I EMS J EE NO PIPE BARS A CONCRETE SHALL BE 4000 PS. - - ; . 1. SUE k W 4, WHERE OPENINGS ME REQUIRED FOR PIPE THEY SHALL BE FORMED DRILLED OR NEATLY CUT AS APPROVED 13'� THE ENGINEER. THE CONTRACTOR SHALL FURNISH A7, BARS B �1, THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, LIFT HOLE [A AM THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. BARS 131-j N 48" a. U 54. 8" DOWELS 5� FOR STEP DETAILS SEE STANDARD ST -1. + FOR DETAILS OF GROU ZOO LBS. T ITFPS SEE 12 #5 BARS (WITHOUT "ATEI STEPS (AS REQIUIRED� 6. DIMENSIONP SHOWN ME MINIMUM. %OTUAL DIMENSIONS MAY VARY WITH MAWFACTURER, S S'LONG TANDARD S I -I (63 Las-) SET IN LINE 1211 TO 1611 C-C_ 7, --D'- is NOk4N& DIAMETER- 0 Y 8- WHEN USING R-2 FLAT SLAB, HEIGHT OF STRUCTURE FROM THE SLAB UP 9-- NOTES: _V TO THE FINISHED GRADE ELEVATION IS LWITED TO A WAXWUM OF 25', in 48" I- �U QIENIERAL NOTES PRECAST FOR ADDITIONAL OLTAILS. 54'. TE I I 'n TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL 5:t NOTES: - a 0, 2. CONCRETE TO BE 4000 PSIMINIMUM. THE ENGINEER, JOINTS ARE TO BE SEALED WM-1 MORTAR, O-RING GASKETS, OR SEE -60. OF ,3- REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF F OWS ASKUN MEETING THE BU7YL RUBBER. NOTE APPROVAL OF THE ENGINIEM. JOINTS ME TO X SEALED wVITH MORTAR, OR TAPER (WIRE FABRIC) AM ASTM A-615 (REINFORCING BM S). 72" O-RING GASKETS OR BUTY� RUBBER. REDUCER 4- CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT, Pop 2. ALTERNATE JOINT DETAILS -APPILY TO ALL PRECAST UNITS. ALTERNATE JOINT DE17 CONSTRUCTION JOINT E. 064ENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY *tT4 AJLS BARS C- SECTION B-8 MANUFACTURER. SECTION A-A V7 02E 80 -OPTIONAL KEYED BARS C Q 12" C-C 5- SEE STANDARD 01-1, IA FOR DEIAILS OF FRAME AND GRATE, R-3 "Ll-BARS D F 8 SPECIFICATTON SPECIFICATION SPECIFICATION !SPECIFIC) \V00T STANDARD PRECAST TOP UNITS REFERENCE REFERENCE \V00T XV00-r JUNCTION BOX CHAMBER DETAILS FOR 4811 7211 REFERENCE REFERE ROAD AND BRIDGE STANDARDS STANDARD PRECAST REDUCER AND RISER UNIT'S ROAD AND BRIDGE STANDARDS ROAD AM BRIDGE STANDARDS 80) 105 105 PTH (H) - 201 105 105 SHEET I OF I REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 VIRGINIA DEPARTMENT CP TRANISPORTA72ON REVISION DATE SHEET 1 Of I SHEET I REVfWN DATE PIPE CULVERTS MAX.DE 233 233 10&03 1 11111!�1 �, I 3D2 1 10310 1 VIRGINIA DEPARTMIENT OF TRANSPORTATION 302 W2 90* A UINIMUMI UNCUT LENGTH OF 2, IN A 61 PIPE SECTION, QUANTITIES FOR CHAMBER ANGLE 11 - 301 OF TURN 1 31, - 60, 611 - 901 PM SHOWN ARE FOR CHAMBER WITHOUT PIPES. P UAN HO PE DISPLACEMENT OF CONCRETE AND STEEL MUST HE DEDUCTED TO OBTAIN IMX QLANITT1117S. SEE SHEET 4 OF 4. CHAMBER AND TOWER WANVTES FOR CONCRETE AND REINFORCING STEEL MUST BE ADDED TO OBTAIN TOTALS. 2--0` 30 Lim 3,_O.� 40 Lba.. 4`10" 50 Lbs, M, REW STEEL W D , YOS. CONC_ LOS. REINIF, STEEL DIM, 0 CU, Y05,LBS.11EINF. CONIC, STEEL_ DIM. D CU, YOS, CONC, LBS, RENr. STEEL I293 51-01, 4165 1317 51-7` 4.99 14 - 12 6 -10" 5,72 11302 1466 5° 7" 5.26 1556 6­3" 5.10 1617 5.$3 1795 1657 W_N &W 1704 W-11.. 658 1831 7-38 2064 2028 6-1011 6.83 2069 71-711 7A2 2220 91-4" 8.27 2510 2248 71-5" 7,95 2306 81-311. 11 2490 10'-2" 9,97 7843 1149 5'-0" 4.15 H73 5`7­ 440 1774 5 KY' 5,12 1440 13D8 51-7" 4.70 1373 6`3` 5,07 1452 7'-8" 5:85 1519 1457 6'-3" 5.:�3 15,31 W-11" 5.71 L651 6- 0.53 1925 MIS 5.94 1934 71-71, 9.40 2058 9`4` 7.45 2359 2020 7`5` 7A7 2086 8`3" 7:73 2264 10`2" 9.03 2585 5-0.. 1177 5° -71- 410 1236 6' -3' 4,43 1305 5,14 1454 I337 r,--3-1 1­67 JMJ 116-11"1 5-02 14-84 a-all 5,B5 1710 1592 6--TI01,1 5.22 1 1674 171-7111 5,64 1 1789 1 V-4" 6,59 2062 MaD I &' -3" _&86 1_ 2050 [10'-2" 5.05 23,55 JUNCTION BOX DETAILS FOR ANGULAR CONNECTIONS OF 48" - 72" PIPE CULVERT. VIRG04A DEPARTMENT OF TRANSPORTATION XV00T ROAD AND ffiIDGE STANDARDS REVISION DATE OF 4 1 106m 0 0 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By Z� Mark Date By A Mark Date By A JAMES M. DUNN Lie. No 41830 4� Q) CL CID 00 c- 0 CO > ­T C, r . Cn Ln mr, 0 Q) (1) F- > < 0 'LL z Uj = < Ln (/) LLJ c: < Cl- In Z w 3: < 'T Ln • , LL) W r� (D = 00 = U 0 0 L, Ln >� (D 0 0 > ry) rL J) STORE #3187 FSU S06 Pan tops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE STORM SEWER & BMP DETAILS DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. 22100 Store 03187 Date :121/011/14 Drawn By : H&D Checked By- H&D Sheet C-468 o iii Q� o iii Q� 552.45 7 551:05 Mfr Q� 551.65 51. SFF_ syT c s NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 1 53 .22 o ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY CL n n �I) Q� �... _ ADHEREDTO. CL ro „, 522.82 -' 7. ROAD PLAN APPROVAL F R BD 5a� n in 536^ 5 0' CL MG 1 2 3 O SU IVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT o ; x OOO y11. VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND L w 1 0 0 5.0 / i O _1 RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. T 18 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 5Q5 17 } ___.,. 24.71 p 523:, 2 8 I^ 19 MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD - _ 00, NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. m ti; 't L -LCu t 1 10 �ry --., 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. I '- I S33 102 7 Z bo 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN I I 6 O SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. L_- _ 11. VDOT STANDARD Cl OR Cl CROSS - DRAINS ARE TO BE INSTALLED UNDER THE „ L CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS ;1,�, � t = SUBBASE MATERIAL AT AL 2 I { 1U-I SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ����! ; a4; C� ` •t •1 ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION % ? SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. N' I LUXOR ROAD EXTENSION PLAN A CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS /EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5, LEFT TURN / THRU -LANE GRAPHIC. 6. RIGHT TURN GRAPHIC. 7. STOP BAR (SEE SHT. C -5.1). 8. CROSS WALK (SEE SHT. C -5.1). 9. YELLOW TWO -WAY BARRIER LINES. 10. 4" WHITE LANE LINES. 11. WHITE SKIP -LANE (LINE UP WITH EXISTING MARKINGS IN ADJACENT LANES AS DIRECTED BY VDOT DISTRICT ENGINEER). 12. WHITE MINI -SKIP. 13. NOTE NOT USED. 14. VDOT PG -3 SLOPE PROTECTION - SEE GRADING AND DRAINAGE PLAN, SEE DETAIL. 15. WHITE GORE MARKINGS 16. W3 -3 SIGNAL AHEAD GRAPHIC WARNING SIGN 17. R3- 20R'BEGIN RIGHT TURN LANE' SIGN 18. R4-7 W/ OM 1 -1 MEDIAN GRAPHIC REGULATORY SIGN WITH REFLECTIVE OBJECT MARKER. 19. STOP SIGN R1-1 AND PAINTED STOP BAR AT ADJACENT PARKING LOT EXIT. 20. END YELLOW TWO -WAY BARRIER LINES AT STA. 13 +50. LUAVK KVHU rLHIV kJ 114. 7-r311I 1 V Z-301 H. JLJ -Il SCALE: 1 " =25' _ 560 110.00' VC HIGH POINT ELEV = 549.94 j HIGH POINT STA = 12 +96.93 I PVI STA =12+75 + ° PVI ELEV 552.00 + rn m A.D. = - 17.7939 U U K = 6,1819 w w O N + L N d' N Ln 548.19 549.71 Co fn 549.19 PVISTA 10 +50 ., PVI ELEV = 524.00 A.D. = 9.4866 _ K = 6.3247 544.2 544.7 542.14 60.00' VC 543.2 PROP. FIN. STA. 13 +27.37 TO STA. 13 +46.19 GRADE FILL ANTICIPATED TO EXCEED 5'. SEE 'LUXOR ROAD SECTIONS' @ STA. 13 +40 THIS SHEET. _ _ �_ ^ _ o STA. 11 +95.74 TO STA. 12 +79.99 ° N ° N Ln Ln FILL ANTICIPATED TO EXCEED 5'. SEE U w U w N 'LUXOR ROAD SECTIONS' @ STA. 12 +20, - - - - -- j m m 12 +40, AND 12 +70 THIS SHEET. 537.3 -- -- __ 1�q a EX. w w m m rn - g o GROUND V, Ln PVISTA =10 +18 \ PVI ELEV = 523.06 I I \ _ STA: 10 +69.84 AND STA: 10 +64.15 APPROX. LOCATION OF EX. FIBER-OPTIC TELECOMM SERVICE LINES TO BE RELOCATED 3.07 2.9 HORIZONTAL SCALE P% (DEEPENED). CONTRACTOR SHALL COORDINATE 3.08' JJ - 25 12.5 0 25 50 WITH UTILITY OWNER(S) ACCORDINGLY. i EJ ±STA:10�r22.00 FIBER OPTIC LINES AFTER RELOCATION ( ±) EX. 16" WATERMAIN 550 540 530 Scale in Feet 1 inch - 25 ft. _ LOCATE OX.S ECONTRACTOR A O FIELD 520 STA: 1 R MAIN 5 FIELD LOCATION NOTE -THIS EX. 8" SANITARY SEWER MAIN 1 SHEET). INV. @ CROSSING = 521.22. VERTICAL SCALE: ' STA: ±10 +42 STA: 10 +35.48 5 2.5 0 5 10 APPROX, LOCATION OF TRAFFIC PROP. 18" RCP STM SWR. 54 -D3 SIGNALIZATION TELECOMM LINES INV. @ CROSSING = 519.02. Scale in Feet 1 inch = 5 ft. - SEE SHEET C -T.1. io UU REQUIRED FILL BETWEEN STATIONS 11 +95.74 AND 12 +79.99, AS WELL C/L PROP. EX. P/L ALBEMARLE COUNTY GENERAL P/L w VAZ'UAE N' /.2"Y 27;00'- AS THE FILL BETWEEN STATIONS 13 +27.37 AND 13 +46.19 IS 548 27.21' 544 EX. CHICK FIL -A SITE GROUNb 544 DEVELOPMENT INFILL OPERATIONS BEYOND SEE PLAN. U 544 a? - ANTICIPATED TO EXCEED 5'. SEE LUXOR ROAD SECTIONS AT STATIONS W rn i J' CONSTRUCTION NOTES FOR STREETS Ln d acv ti N 12 +20, 12 +40, 12 +70, AND 13 +40 THIS SHEET). !Y7 L ^ O Ol N d. W ^ d. m N �' `"� lD m �,,� N N N U 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING urYi Ln APPROX. LIMIITS OF PROP.LL 11 Ln ul Ln L m L TO VDOT STANDARDS AND SPECIFICATIONS. 12 +50 n %% ro °i 2. SURFACE DRAT NAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 548 548 + CHICK -FIL -A SITE 4" CURB 544. / �EX. RIGHT- OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL DEVELOPMENT INFILL ALONG OPERATIONS BEYOND BACK OF t! 11 EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. " DEVELOPIMENT INFILL _ OPERATIONS BEYOND 12+ 00 a 544 - 544 EX. N N ! 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND C) N ~ 540 540 % N EN APPROPRIATE D TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. aai + Ln 540 540 -20 0 20 ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN IN THE 12 +70 13 +40 LUXOR ROAD SECTIONS AT STATIONS 12 +20, 12 +40, 12 +70 AND 13 +40 OPINION OF VDOT ( FOR PUBLIC ROADS ) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), I � 0 DESIGNEE, IT IS DEEMED NE CESSARY. WHEN GUARDRAIL IS REQUIRED, I QU T SHALL BE 3 ; 1 +5 ` - 10 +00 ` 1 9 +50 INSTALLED FOUR 4 FEET OFFSET FROM THE O O EDGE OF PAVEMENT TO THE FACE OF J 1 GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. STA- ;E, FARM 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 549.55 iQ w SHALL CONFORM TO VDOT CG -9 (A, B OR C). - -- 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 19.80 548.1 __ SHALL CONFORM TO VDOT STANDARD PE -1. 49.30 CL 45.76 a 39.56s� L 9 15 0 8 00 `, I`t 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN 1 53 .22 o ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY CL n n �I) Q� �... _ ADHEREDTO. CL ro „, 522.82 -' 7. ROAD PLAN APPROVAL F R BD 5a� n in 536^ 5 0' CL MG 1 2 3 O SU IVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT o ; x OOO y11. VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND L w 1 0 0 5.0 / i O _1 RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. T 18 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 5Q5 17 } ___.,. 24.71 p 523:, 2 8 I^ 19 MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD - _ 00, NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. m ti; 't L -LCu t 1 10 �ry --., 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. I '- I S33 102 7 Z bo 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN I I 6 O SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. L_- _ 11. VDOT STANDARD Cl OR Cl CROSS - DRAINS ARE TO BE INSTALLED UNDER THE „ L CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS ;1,�, � t = SUBBASE MATERIAL AT AL 2 I { 1U-I SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ����! ; a4; C� ` •t •1 ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION % ? SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. N' I LUXOR ROAD EXTENSION PLAN A CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS /EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5, LEFT TURN / THRU -LANE GRAPHIC. 6. RIGHT TURN GRAPHIC. 7. STOP BAR (SEE SHT. C -5.1). 8. CROSS WALK (SEE SHT. C -5.1). 9. YELLOW TWO -WAY BARRIER LINES. 10. 4" WHITE LANE LINES. 11. WHITE SKIP -LANE (LINE UP WITH EXISTING MARKINGS IN ADJACENT LANES AS DIRECTED BY VDOT DISTRICT ENGINEER). 12. WHITE MINI -SKIP. 13. NOTE NOT USED. 14. VDOT PG -3 SLOPE PROTECTION - SEE GRADING AND DRAINAGE PLAN, SEE DETAIL. 15. WHITE GORE MARKINGS 16. W3 -3 SIGNAL AHEAD GRAPHIC WARNING SIGN 17. R3- 20R'BEGIN RIGHT TURN LANE' SIGN 18. R4-7 W/ OM 1 -1 MEDIAN GRAPHIC REGULATORY SIGN WITH REFLECTIVE OBJECT MARKER. 19. STOP SIGN R1-1 AND PAINTED STOP BAR AT ADJACENT PARKING LOT EXIT. 20. END YELLOW TWO -WAY BARRIER LINES AT STA. 13 +50. LUAVK KVHU rLHIV kJ 114. 7-r311I 1 V Z-301 H. JLJ -Il SCALE: 1 " =25' _ 560 110.00' VC HIGH POINT ELEV = 549.94 j HIGH POINT STA = 12 +96.93 I PVI STA =12+75 + ° PVI ELEV 552.00 + rn m A.D. = - 17.7939 U U K = 6,1819 w w O N + L N d' N Ln 548.19 549.71 Co fn 549.19 PVISTA 10 +50 ., PVI ELEV = 524.00 A.D. = 9.4866 _ K = 6.3247 544.2 544.7 542.14 60.00' VC 543.2 PROP. FIN. STA. 13 +27.37 TO STA. 13 +46.19 GRADE FILL ANTICIPATED TO EXCEED 5'. SEE 'LUXOR ROAD SECTIONS' @ STA. 13 +40 THIS SHEET. _ _ �_ ^ _ o STA. 11 +95.74 TO STA. 12 +79.99 ° N ° N Ln Ln FILL ANTICIPATED TO EXCEED 5'. SEE U w U w N 'LUXOR ROAD SECTIONS' @ STA. 12 +20, - - - - -- j m m 12 +40, AND 12 +70 THIS SHEET. 537.3 -- -- __ 1�q a EX. w w m m rn - g o GROUND V, Ln PVISTA =10 +18 \ PVI ELEV = 523.06 I I \ _ STA: 10 +69.84 AND STA: 10 +64.15 APPROX. LOCATION OF EX. FIBER-OPTIC TELECOMM SERVICE LINES TO BE RELOCATED 3.07 2.9 HORIZONTAL SCALE P% (DEEPENED). CONTRACTOR SHALL COORDINATE 3.08' JJ - 25 12.5 0 25 50 WITH UTILITY OWNER(S) ACCORDINGLY. i EJ ±STA:10�r22.00 FIBER OPTIC LINES AFTER RELOCATION ( ±) EX. 16" WATERMAIN 550 540 530 Scale in Feet 1 inch - 25 ft. _ LOCATE OX.S ECONTRACTOR A O FIELD 520 STA: 1 R MAIN 5 FIELD LOCATION NOTE -THIS EX. 8" SANITARY SEWER MAIN 1 SHEET). INV. @ CROSSING = 521.22. VERTICAL SCALE: ' STA: ±10 +42 STA: 10 +35.48 5 2.5 0 5 10 APPROX, LOCATION OF TRAFFIC PROP. 18" RCP STM SWR. 54 -D3 SIGNALIZATION TELECOMM LINES INV. @ CROSSING = 519.02. Scale in Feet 1 inch = 5 ft. - SEE SHEET C -T.1. 13 +00 12 +00 11 +00 LUXOR ROAD PROFILE (STA. 9 +50 TO STA. 13 +50) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 10 +00 v LL Ie1>> Ze)AIf►ViIrI ll Allill VAR. WIDTH NON- EXCLUSIVE � UU ACCESS EASEMENT C/L PROP. EX. P/L LL P/L w VAZ'UAE N' /.2"Y 27;00'- m 548 27.21' 544 EX. CHICK FIL -A SITE GROUNb 544 DEVELOPMENT INFILL OPERATIONS BEYOND SEE PLAN. U 544 610.00 1� W rn M c-1 m l0 m� I� U Ln d acv N O� .-i � ui !Y7 L ^ O Ol N d. W ^ d. m N �' `"� lD m �,,� N N N U urYi Ln APPROX. LIMIITS OF PROP.LL 11 Ln ul Ln L m L N Ln 13 +00 12 +00 11 +00 LUXOR ROAD PROFILE (STA. 9 +50 TO STA. 13 +50) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 10 +00 v LL Ie1>> Ze)AIf►ViIrI ll Allill VAR. WIDTH NON- EXCLUSIVE � UU ACCESS EASEMENT C/L PROP. EX. P/L LL P/L w (TO BE VACATED) U 27;00'- m 548 27.21' 544 EX. CHICK FIL -A SITE GROUNb 544 DEVELOPMENT INFILL OPERATIONS BEYOND SEE PLAN. U 544 N 540 544 CHICK -F -A SITE HLn EX. P/L P/L DEVELOPMENT INFILL- EX. -20 OPERATIONS BEYOND SEE PLAN. GR UND 540 _ o l 540 -20 h Ln 0 20 5.48 12 +20 548 U APPROX. LIMIITS OF PROP.LL U LL APPROX. LIMITS OF PROP VAR. WIDTH NON - EXCLUSIVE � ACCESS EASEMENT C/L PROP. EX. P/L P/L w (TO BE VACATED) LL U m U m _ 27;00'- - 548 548 544 EX. CHICK FIL -A SITE GROUNb 544 DEVELOPMENT INFILL OPERATIONS BEYOND SEE PLAN. U 540 r ,: N 540 552 00 °° HLn EX. P/L P/L 27:00'- -20 0 20 12 +40 VAR. WIDTH NOIN- EXCLUSIVE U ACCESS EASEMENT C/L PROP. I - LL P/L w APPROX. LIMITS OF PROP. VAR. WIDTH NON - EXCLUSIVE U U ACCESS EASEMENT C/L PROP. 552 00 °° 552 EX. P/L P/L 27:00'- (TO BE VACATED) U U U 552 - C° m m 552 27:00' - 5.48 548 5.00' -, - SIDEWALK 548 548 CHICK -FIL -A SITE 4" CURB 544. / �EX. 544 DEVELOPMENT INFILL ALONG OPERATIONS BEYOND BACK OF CHICK- FIL -A SITE % GROUND SEE PLAN. SIDEWALK. ` DEVELOPIMENT INFILL _ OPERATIONS BEYOND 544 - 544 EX. - SEE PLAN. ! GROUND 540 540 % N aai 00 Ln 540 540 -20 0 20 -20 0 20 12 +70 13 +40 LUXOR ROAD SECTIONS AT STATIONS 12 +20, 12 +40, 12 +70 AND 13 +40 HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' Q 000 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By Mark Date By LTH of D e C1 O JAMES M. DUNN Uc No 41830 a 4z `' V s- CO (D O rn z ® I\ ® • Sm� N o N =mom ONE ® Q1 ~ >Q zL; • Q Ln Ln LU 4�AaaLr) zw:;�a� w w l- O Q = 00 i ocUd' n Imm p u., Ln GC a o O � m a T L X (� STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNITY APP. NO.: SDP201400018 SHEET TITLE LUXOR ROAD EXTENSION PLAN & PROFILE A DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date :121/011/14 Drawn By : H&D Checked By: H&D Sh eet C -5.0 560 100.00' VCS LUXOR ROAD PLAN (STA. 13 +50 TO END) SCALE: 1 " =25' 100.00' vc _ HIGH POINT ELEV = 544.06 1 HIGH POINT STA = 15 +44.48 PVISTA 15 +50 PVI ELEV = 544.60 A.D. = - 4.4125 0 0 00 K = 22.6629 + Ln m -I LOW POINT ELEV = 543.36 LOW POINT STA = 14 +73.16 0 PVI STA = 14 +50 0 PVI ELEV = 542.64 OFFSET: 33.5 L 550 F.H. ASSYM. K = 13.6752 0 STA: ±13 +64, OFFSET :: 8.4 L U N � d- m „� Ln w LUXOR ROAD PLAN (STA. 13 +50 TO END) SCALE: 1 " =25' 100.00' vc _ HIGH POINT ELEV = 544.06 1 HIGH POINT STA = 15 +44.48 PVISTA 15 +50 PVI ELEV = 544.60 A.D. = - 4.4125 0 0 00 K = 22.6629 + Ln m -I LOW POINT ELEV = 543.36 LOW POINT STA = 14 +73.16 PVI STA = 14 +50 STA: +13+55, PVI ELEV = 542.64 OFFSET: 33.5 L A.D. = 7.3125 F.H. ASSYM. K = 13.6752 0 STA: ±13 +64, OFFSET :: 8.4 L O + N � d- m „� Ln U v .i w m u�i U U > > w co L1J > w > EX. GROUND 2.45% -_Y PROP. FIN. __ ' GRADE 540 STA: 15 +88.82 EX, 12" SAN. (APPROX. INV. @ CROSS] NG= 538.30) STA: ±15 +43, OFFSET: 33.3 L 8 "x45° BEND SEE SITE UTILITY PLAN FOR CONTINUATION. EXTEND WATERLINE ±100 LF TO EXISTING 8" MAIN. REMOVE SIFA: ±15 +38, OFFSET: 5.6 L EXISTING BLOW -OFF ASSEMBLY. 8 "'x22.5° BEND CONNECT TO EXISTING 8' MAIN AT ±STA: ±15 +80, OFFSET: 93'R. 530 _ HORIZONTAL SCALE 25 12.5 0 25 50 520 Scale in Feet 1 inch= 25 ft. VERTICAL SCALE 5 2.5 0 5._ 10 _ Scale in Feet 1 inch= 5 ft.' 510 d C d Lr 16 +00 15 +00 LUXOR ROAD PROFILE (STA. 13 +50 TO END) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 14 +00 LUXOR ROAD EXTENSION PLAN B CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS / EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5. R1 -1 STOP SIGN. 6. STOP BAR. 7. CROSS WALK. 8. W23 -3 'NEW TRAFFIC PATTERN AHEAD' WARNING SIGN ALONG SOUTH -BOUND LANE OF EXISTING LUXOR ROAD. LOCATE AT APPROXIMATELY 200' FROM INTERSECTION - COORDINATE WITH VDOT RESIDENT ENGINEER AND ALBEMARLE PUBLIC WORKS FOR EXACT LOCATION. 9. R11 -4 'ROAD CLOSED TO THRU TRAFFIC' SIGN NOT TO SCALE PAVEMENT MARKING GENERAL NOTES: 1. THE PAVEMENT MARKING PLAN ILLUSTRATED HERE -ON IS, BY NATURE, A "CONCEPTUAL" PLAN. EXISTING PAVEMENT MARKINGS SHALL BE FIELD VERIFIED AND MODIFIED ACCORDINGLY TO ACCOMMODATE PROPOSED AND /OR EXISTING IMPROVEMENTS AND SUPPORTING PAVEMENT MARKINGS IN RELATIONSHIP TO THIS "CONCEPTUAL" PLAN. ANY EXISTING MARKINGS THAT ARE REQUIRED TO BE ADJUSTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE COMPLETELY ERADICATED PRIOR TO PLACEMENT OF NEW MARKINGS. ALL PROPOSED MARKINGS AND ADJUSTMENTS ARE TO BE FIELD SPOTTED AND APPROVED BY THE COUNTY AND THE VDOT RESIDENCE ENGINEER PRIOR TO PLACEMENT. 2. ALL PAVEMENT MARKINGS IN PARKING LOTS SHALL BE VDOT STANDARD TYPE A - TRAFFIC PAINT. MESSAGE, CROSSWALK, STOP BAR, AND ARROWS SHALL BE TYPE B, CLASS IV; DIAGONAL LINES SHALL BE TYPE B, CLASS IV UNLESS NOTED OTHERWISE. SURFACE PREPARATION, MATERIALS, METHODS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED.) AND THE ALBERMARLE COUNTY STANDARDS AND SPECIFICATIONS. 3. PAVEMENT MARKING ON PUBLIC STEETS AND PRIVATE ROADS SHALL BE IN STRICT ACCORDANCE TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED). A SEPARATE PERMIT IS REQUIRED FOR ALL WORK WITHIN PUBLIC RIGHT -OF -WAY. 4. DIMENSIONS OF PAVEMENT MARKINGS NOT OTHERWISE SPECIFIED HEREON SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ", DATED 2009. 5. ALL PARKING LOT PAVEMENT MARKINGS SHALL BE VISIBLE AT NIGHT AND RETROREFLECTIVE UNLESS AMBIENT ILLUMINATION ASSURES THAT THE MARKINGS ARE ADEQUATELY VISIBLE. 6. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXISTENCE / EXTENT OF EXISTING PAVEMENT MARKINGS. CONTRACTOR SHALL ERADICATE ANY PAVEMENT MARKINGS THAT MAY EXIST WITHIN THE AREA TO BE MARKED NOT OTHERWISE REMOVED IN CONJUNCTION WITH PAVEMENT DEMOLITION AND /OR MILLING OPERATIONS. 7. ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND CORRECTLY RE- APPLIED, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8. ANY LANDSCAPING MATERIAL DISTURBED SHALL BE REPLACED WITH LIKE MATERIAL AND RESTORED TO ORIGINAL CONDITION. 9. THERMOPLASTIC MARKINGS OR PREFORMED POLYMER MARKINGS WILL NOT BE INSTALLED WITHIN A FORTY -EIGHT (48) HOUR PERIOD FOLLOWING A RAINFALL. 10. THE CONTRACTOR WILL REMOVE COMPLETELY ALL PREVIOUS PAVEMENT MARKINGS, WHICH IN THE OPINION OF THE ENGINEER CONFLICT WITH THE NEW PAVEMENT MARKINGS. ERADICATING PAVEMENT MARKINGS WILL BE IN ACCORDANCE WITH VDOT ROAD SPECIFICATIONS 5.12.03(1). CROSSWALKS (WHITE) FOR USE IN VDOT R/W CURB TO CURB �12" z_ T12" CROSSWALKS (WHITE) FOR USE ON SITE AND ALONG PRIVATE ROADS CURB TO CURB z 4 N 24" 24" STOP BARS (WHITE) FULL WIDTH OF APPROACH 4„ YELLOW TWO WAY BARRIER LINES l� 1 4" �4" WHITE SOLID LANE LINE J_ 4" WHITE MINI -SKIPS - �- -- 48" -► ., 24 4" WHITE GORE MARKINGS Primary Flow of Traffic PAVEMENT MARKING DETAILS NOT TO SCALE 5 COO 0 t7 O ©O ©A 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By 0 Mark Date By � oO TH of . o JAMES M. DUNN Llc. No 41830 ��SSZONAL �� s � V .v a C6 O rn ®d.z .0 N ® cn =mom N Q N I\ ® 0 C7 LL C_ Ld 0 � • z =QN C Qf1� Zw ?:a�r • wLul", Oi arU� �o Ln CD C) = ® > m L = cn STORE #3187 FSU S06 Pan tops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE LUXOR ROAD EXTENSION PLAN & PROFILE B DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :12/01/14 Drawn By H &D Checked By: H &D Sheet C-51 Cn STA: +13+55, Ln OFFSET: 33.5 L 111 F.H. ASSYM. U M o1 STA: ±13 +64, OFFSET :: 8.4 L N m SEE SITE UTILITY PLAN FOR CONTINUATION TO PROPOSED HYDRANT (ILLUSTRATED)'; AND 16 +00 15 +00 LUXOR ROAD PROFILE (STA. 13 +50 TO END) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 14 +00 LUXOR ROAD EXTENSION PLAN B CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS / EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5. R1 -1 STOP SIGN. 6. STOP BAR. 7. CROSS WALK. 8. W23 -3 'NEW TRAFFIC PATTERN AHEAD' WARNING SIGN ALONG SOUTH -BOUND LANE OF EXISTING LUXOR ROAD. LOCATE AT APPROXIMATELY 200' FROM INTERSECTION - COORDINATE WITH VDOT RESIDENT ENGINEER AND ALBEMARLE PUBLIC WORKS FOR EXACT LOCATION. 9. R11 -4 'ROAD CLOSED TO THRU TRAFFIC' SIGN NOT TO SCALE PAVEMENT MARKING GENERAL NOTES: 1. THE PAVEMENT MARKING PLAN ILLUSTRATED HERE -ON IS, BY NATURE, A "CONCEPTUAL" PLAN. EXISTING PAVEMENT MARKINGS SHALL BE FIELD VERIFIED AND MODIFIED ACCORDINGLY TO ACCOMMODATE PROPOSED AND /OR EXISTING IMPROVEMENTS AND SUPPORTING PAVEMENT MARKINGS IN RELATIONSHIP TO THIS "CONCEPTUAL" PLAN. ANY EXISTING MARKINGS THAT ARE REQUIRED TO BE ADJUSTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE COMPLETELY ERADICATED PRIOR TO PLACEMENT OF NEW MARKINGS. ALL PROPOSED MARKINGS AND ADJUSTMENTS ARE TO BE FIELD SPOTTED AND APPROVED BY THE COUNTY AND THE VDOT RESIDENCE ENGINEER PRIOR TO PLACEMENT. 2. ALL PAVEMENT MARKINGS IN PARKING LOTS SHALL BE VDOT STANDARD TYPE A - TRAFFIC PAINT. MESSAGE, CROSSWALK, STOP BAR, AND ARROWS SHALL BE TYPE B, CLASS IV; DIAGONAL LINES SHALL BE TYPE B, CLASS IV UNLESS NOTED OTHERWISE. SURFACE PREPARATION, MATERIALS, METHODS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED.) AND THE ALBERMARLE COUNTY STANDARDS AND SPECIFICATIONS. 3. PAVEMENT MARKING ON PUBLIC STEETS AND PRIVATE ROADS SHALL BE IN STRICT ACCORDANCE TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED). A SEPARATE PERMIT IS REQUIRED FOR ALL WORK WITHIN PUBLIC RIGHT -OF -WAY. 4. DIMENSIONS OF PAVEMENT MARKINGS NOT OTHERWISE SPECIFIED HEREON SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ", DATED 2009. 5. ALL PARKING LOT PAVEMENT MARKINGS SHALL BE VISIBLE AT NIGHT AND RETROREFLECTIVE UNLESS AMBIENT ILLUMINATION ASSURES THAT THE MARKINGS ARE ADEQUATELY VISIBLE. 6. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXISTENCE / EXTENT OF EXISTING PAVEMENT MARKINGS. CONTRACTOR SHALL ERADICATE ANY PAVEMENT MARKINGS THAT MAY EXIST WITHIN THE AREA TO BE MARKED NOT OTHERWISE REMOVED IN CONJUNCTION WITH PAVEMENT DEMOLITION AND /OR MILLING OPERATIONS. 7. ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND CORRECTLY RE- APPLIED, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8. ANY LANDSCAPING MATERIAL DISTURBED SHALL BE REPLACED WITH LIKE MATERIAL AND RESTORED TO ORIGINAL CONDITION. 9. THERMOPLASTIC MARKINGS OR PREFORMED POLYMER MARKINGS WILL NOT BE INSTALLED WITHIN A FORTY -EIGHT (48) HOUR PERIOD FOLLOWING A RAINFALL. 10. THE CONTRACTOR WILL REMOVE COMPLETELY ALL PREVIOUS PAVEMENT MARKINGS, WHICH IN THE OPINION OF THE ENGINEER CONFLICT WITH THE NEW PAVEMENT MARKINGS. ERADICATING PAVEMENT MARKINGS WILL BE IN ACCORDANCE WITH VDOT ROAD SPECIFICATIONS 5.12.03(1). CROSSWALKS (WHITE) FOR USE IN VDOT R/W CURB TO CURB �12" z_ T12" CROSSWALKS (WHITE) FOR USE ON SITE AND ALONG PRIVATE ROADS CURB TO CURB z 4 N 24" 24" STOP BARS (WHITE) FULL WIDTH OF APPROACH 4„ YELLOW TWO WAY BARRIER LINES l� 1 4" �4" WHITE SOLID LANE LINE J_ 4" WHITE MINI -SKIPS - �- -- 48" -► ., 24 4" WHITE GORE MARKINGS Primary Flow of Traffic PAVEMENT MARKING DETAILS NOT TO SCALE 5 COO 0 t7 O ©O ©A 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By 0 Mark Date By � oO TH of . o JAMES M. DUNN Llc. No 41830 ��SSZONAL �� s � V .v a C6 O rn ®d.z .0 N ® cn =mom N Q N I\ ® 0 C7 LL C_ Ld 0 � • z =QN C Qf1� Zw ?:a�r • wLul", Oi arU� �o Ln CD C) = ® > m L = cn STORE #3187 FSU S06 Pan tops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE LUXOR ROAD EXTENSION PLAN & PROFILE B DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :12/01/14 Drawn By H &D Checked By: H &D Sheet C-51 Cn STA: ±13 +70, OFFSET: 4.2 L 00 N m Ln o 8 "x45° BEND + m c-1 1_ m M o1 STA: ±13 +64, OFFSET :: 8.4 L N 8 "x45° BEND SEE SITE UTILITY PLAN FOR CONTINUATION TO PROPOSED HYDRANT (ILLUSTRATED)'; AND METER ASSEMBLIES (NOT ILLUSTRATED). 16 +00 15 +00 LUXOR ROAD PROFILE (STA. 13 +50 TO END) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 14 +00 LUXOR ROAD EXTENSION PLAN B CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS / EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5. R1 -1 STOP SIGN. 6. STOP BAR. 7. CROSS WALK. 8. W23 -3 'NEW TRAFFIC PATTERN AHEAD' WARNING SIGN ALONG SOUTH -BOUND LANE OF EXISTING LUXOR ROAD. LOCATE AT APPROXIMATELY 200' FROM INTERSECTION - COORDINATE WITH VDOT RESIDENT ENGINEER AND ALBEMARLE PUBLIC WORKS FOR EXACT LOCATION. 9. R11 -4 'ROAD CLOSED TO THRU TRAFFIC' SIGN NOT TO SCALE PAVEMENT MARKING GENERAL NOTES: 1. THE PAVEMENT MARKING PLAN ILLUSTRATED HERE -ON IS, BY NATURE, A "CONCEPTUAL" PLAN. EXISTING PAVEMENT MARKINGS SHALL BE FIELD VERIFIED AND MODIFIED ACCORDINGLY TO ACCOMMODATE PROPOSED AND /OR EXISTING IMPROVEMENTS AND SUPPORTING PAVEMENT MARKINGS IN RELATIONSHIP TO THIS "CONCEPTUAL" PLAN. ANY EXISTING MARKINGS THAT ARE REQUIRED TO BE ADJUSTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE COMPLETELY ERADICATED PRIOR TO PLACEMENT OF NEW MARKINGS. ALL PROPOSED MARKINGS AND ADJUSTMENTS ARE TO BE FIELD SPOTTED AND APPROVED BY THE COUNTY AND THE VDOT RESIDENCE ENGINEER PRIOR TO PLACEMENT. 2. ALL PAVEMENT MARKINGS IN PARKING LOTS SHALL BE VDOT STANDARD TYPE A - TRAFFIC PAINT. MESSAGE, CROSSWALK, STOP BAR, AND ARROWS SHALL BE TYPE B, CLASS IV; DIAGONAL LINES SHALL BE TYPE B, CLASS IV UNLESS NOTED OTHERWISE. SURFACE PREPARATION, MATERIALS, METHODS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED.) AND THE ALBERMARLE COUNTY STANDARDS AND SPECIFICATIONS. 3. PAVEMENT MARKING ON PUBLIC STEETS AND PRIVATE ROADS SHALL BE IN STRICT ACCORDANCE TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED). A SEPARATE PERMIT IS REQUIRED FOR ALL WORK WITHIN PUBLIC RIGHT -OF -WAY. 4. DIMENSIONS OF PAVEMENT MARKINGS NOT OTHERWISE SPECIFIED HEREON SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ", DATED 2009. 5. ALL PARKING LOT PAVEMENT MARKINGS SHALL BE VISIBLE AT NIGHT AND RETROREFLECTIVE UNLESS AMBIENT ILLUMINATION ASSURES THAT THE MARKINGS ARE ADEQUATELY VISIBLE. 6. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXISTENCE / EXTENT OF EXISTING PAVEMENT MARKINGS. CONTRACTOR SHALL ERADICATE ANY PAVEMENT MARKINGS THAT MAY EXIST WITHIN THE AREA TO BE MARKED NOT OTHERWISE REMOVED IN CONJUNCTION WITH PAVEMENT DEMOLITION AND /OR MILLING OPERATIONS. 7. ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND CORRECTLY RE- APPLIED, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8. ANY LANDSCAPING MATERIAL DISTURBED SHALL BE REPLACED WITH LIKE MATERIAL AND RESTORED TO ORIGINAL CONDITION. 9. THERMOPLASTIC MARKINGS OR PREFORMED POLYMER MARKINGS WILL NOT BE INSTALLED WITHIN A FORTY -EIGHT (48) HOUR PERIOD FOLLOWING A RAINFALL. 10. THE CONTRACTOR WILL REMOVE COMPLETELY ALL PREVIOUS PAVEMENT MARKINGS, WHICH IN THE OPINION OF THE ENGINEER CONFLICT WITH THE NEW PAVEMENT MARKINGS. ERADICATING PAVEMENT MARKINGS WILL BE IN ACCORDANCE WITH VDOT ROAD SPECIFICATIONS 5.12.03(1). CROSSWALKS (WHITE) FOR USE IN VDOT R/W CURB TO CURB �12" z_ T12" CROSSWALKS (WHITE) FOR USE ON SITE AND ALONG PRIVATE ROADS CURB TO CURB z 4 N 24" 24" STOP BARS (WHITE) FULL WIDTH OF APPROACH 4„ YELLOW TWO WAY BARRIER LINES l� 1 4" �4" WHITE SOLID LANE LINE J_ 4" WHITE MINI -SKIPS - �- -- 48" -► ., 24 4" WHITE GORE MARKINGS Primary Flow of Traffic PAVEMENT MARKING DETAILS NOT TO SCALE 5 COO 0 t7 O ©O ©A 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By 0 Mark Date By � oO TH of . o JAMES M. DUNN Llc. No 41830 ��SSZONAL �� s � V .v a C6 O rn ®d.z .0 N ® cn =mom N Q N I\ ® 0 C7 LL C_ Ld 0 � • z =QN C Qf1� Zw ?:a�r • wLul", Oi arU� �o Ln CD C) = ® > m L = cn STORE #3187 FSU S06 Pan tops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE LUXOR ROAD EXTENSION PLAN & PROFILE B DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :12/01/14 Drawn By H &D Checked By: H &D Sheet C-51 M 00 N m Ln o N 00 w L(1 " Ln . c-1 1_ m M o1 �d �� (rim `tn�r Vm �v Ln �� Ln mn L(1 Ln Ln L(1 Ln Ln Ln 16 +00 15 +00 LUXOR ROAD PROFILE (STA. 13 +50 TO END) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 14 +00 LUXOR ROAD EXTENSION PLAN B CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS / EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5. R1 -1 STOP SIGN. 6. STOP BAR. 7. CROSS WALK. 8. W23 -3 'NEW TRAFFIC PATTERN AHEAD' WARNING SIGN ALONG SOUTH -BOUND LANE OF EXISTING LUXOR ROAD. LOCATE AT APPROXIMATELY 200' FROM INTERSECTION - COORDINATE WITH VDOT RESIDENT ENGINEER AND ALBEMARLE PUBLIC WORKS FOR EXACT LOCATION. 9. R11 -4 'ROAD CLOSED TO THRU TRAFFIC' SIGN NOT TO SCALE PAVEMENT MARKING GENERAL NOTES: 1. THE PAVEMENT MARKING PLAN ILLUSTRATED HERE -ON IS, BY NATURE, A "CONCEPTUAL" PLAN. EXISTING PAVEMENT MARKINGS SHALL BE FIELD VERIFIED AND MODIFIED ACCORDINGLY TO ACCOMMODATE PROPOSED AND /OR EXISTING IMPROVEMENTS AND SUPPORTING PAVEMENT MARKINGS IN RELATIONSHIP TO THIS "CONCEPTUAL" PLAN. ANY EXISTING MARKINGS THAT ARE REQUIRED TO BE ADJUSTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE COMPLETELY ERADICATED PRIOR TO PLACEMENT OF NEW MARKINGS. ALL PROPOSED MARKINGS AND ADJUSTMENTS ARE TO BE FIELD SPOTTED AND APPROVED BY THE COUNTY AND THE VDOT RESIDENCE ENGINEER PRIOR TO PLACEMENT. 2. ALL PAVEMENT MARKINGS IN PARKING LOTS SHALL BE VDOT STANDARD TYPE A - TRAFFIC PAINT. MESSAGE, CROSSWALK, STOP BAR, AND ARROWS SHALL BE TYPE B, CLASS IV; DIAGONAL LINES SHALL BE TYPE B, CLASS IV UNLESS NOTED OTHERWISE. SURFACE PREPARATION, MATERIALS, METHODS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED.) AND THE ALBERMARLE COUNTY STANDARDS AND SPECIFICATIONS. 3. PAVEMENT MARKING ON PUBLIC STEETS AND PRIVATE ROADS SHALL BE IN STRICT ACCORDANCE TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED). A SEPARATE PERMIT IS REQUIRED FOR ALL WORK WITHIN PUBLIC RIGHT -OF -WAY. 4. DIMENSIONS OF PAVEMENT MARKINGS NOT OTHERWISE SPECIFIED HEREON SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ", DATED 2009. 5. ALL PARKING LOT PAVEMENT MARKINGS SHALL BE VISIBLE AT NIGHT AND RETROREFLECTIVE UNLESS AMBIENT ILLUMINATION ASSURES THAT THE MARKINGS ARE ADEQUATELY VISIBLE. 6. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXISTENCE / EXTENT OF EXISTING PAVEMENT MARKINGS. CONTRACTOR SHALL ERADICATE ANY PAVEMENT MARKINGS THAT MAY EXIST WITHIN THE AREA TO BE MARKED NOT OTHERWISE REMOVED IN CONJUNCTION WITH PAVEMENT DEMOLITION AND /OR MILLING OPERATIONS. 7. ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND CORRECTLY RE- APPLIED, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8. ANY LANDSCAPING MATERIAL DISTURBED SHALL BE REPLACED WITH LIKE MATERIAL AND RESTORED TO ORIGINAL CONDITION. 9. THERMOPLASTIC MARKINGS OR PREFORMED POLYMER MARKINGS WILL NOT BE INSTALLED WITHIN A FORTY -EIGHT (48) HOUR PERIOD FOLLOWING A RAINFALL. 10. THE CONTRACTOR WILL REMOVE COMPLETELY ALL PREVIOUS PAVEMENT MARKINGS, WHICH IN THE OPINION OF THE ENGINEER CONFLICT WITH THE NEW PAVEMENT MARKINGS. ERADICATING PAVEMENT MARKINGS WILL BE IN ACCORDANCE WITH VDOT ROAD SPECIFICATIONS 5.12.03(1). CROSSWALKS (WHITE) FOR USE IN VDOT R/W CURB TO CURB �12" z_ T12" CROSSWALKS (WHITE) FOR USE ON SITE AND ALONG PRIVATE ROADS CURB TO CURB z 4 N 24" 24" STOP BARS (WHITE) FULL WIDTH OF APPROACH 4„ YELLOW TWO WAY BARRIER LINES l� 1 4" �4" WHITE SOLID LANE LINE J_ 4" WHITE MINI -SKIPS - �- -- 48" -► ., 24 4" WHITE GORE MARKINGS Primary Flow of Traffic PAVEMENT MARKING DETAILS NOT TO SCALE 5 COO 0 t7 O ©O ©A 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By 0 Mark Date By � oO TH of . o JAMES M. DUNN Llc. No 41830 ��SSZONAL �� s � V .v a C6 O rn ®d.z .0 N ® cn =mom N Q N I\ ® 0 C7 LL C_ Ld 0 � • z =QN C Qf1� Zw ?:a�r • wLul", Oi arU� �o Ln CD C) = ® > m L = cn STORE #3187 FSU S06 Pan tops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE LUXOR ROAD EXTENSION PLAN & PROFILE B DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :12/01/14 Drawn By H &D Checked By: H &D Sheet C-51 W Ln EX. GROUND 540 I �o � O� m <t ,n � _ N U WN m a) m Ln m m Ln - m m + STA: 10 +34.63 Ln m m 0 TOP OF BACK OF RETAINING WALL Um U wLn m N a `" @j dl to STM.B1 p m 35 LF OF --m 18" 0 RCP RIM= 541.00 "m 0 o�Ln INV IN= .535.65 {A1 -61} oGa N m WASHDOWN AT REFUSE ENCLOSURE 0 - PROVIDE NEOPRENE PAD AT CROSSING. ! INV IN= 533.39 (B2 -B1) �r -4 `n 11 STRUCTURAL FILL � O m cN� INV IN= 533.39 (B4 B1) N m +, a z REQUIRED UNDER DRIVE Q H- z E2 U U INV OUT= 533.34 (61 -C3) g Q > AISLES (TYP) mo v~iv�iaczz m m 0 00 ,`r a APPROX. LIMITS OF STRUCTURAL cr m m N� m STA: 11 +28.02 Ln PROP. FIN. m Ln 11 1 � rn N it ? r n v GRADE FILL AS REQUIRED UNDER BUILDING Ln TOP OF BACK OF RETAINING WALL 2a2 >> N ~ z Q_ O EX. GROUND 540 I ' =q pv� �o � O� m <t ,n 550 _ N U 00 m Ln a) m Ln m m Ln m m m + STA: 10 +34.63 m m C) n u TOP OF BACK OF RETAINING WALL Um U z "' a `" ELEV. @ TOP OF CAP = 542.25 to Ln `L 35 LF OF GROUND 18" 0 RCP 550 @ 0.43% 0 m ON 4" PVC (C901) WATERLINE TO Z WASHDOWN AT REFUSE ENCLOSURE - PROVIDE NEOPRENE PAD AT CROSSING. ! N (SEE PLAN FOR CON'T). STA: 10 +01.2 STA: 10 +55.25 AND STA: 10 +51.54 m 3" VENT IN APPROX. LOCATION OF EX. FIBER -OPTIC w Li TELECOMM SERVICE LINES. SHOULD ACTUAL Q LOCATION OF LINES PRESENT A CONFLICT m m 00 ,`r a APPROX. LIMITS OF STRUCTURAL m o STA: 11 +28.02 - Ln r n v o+ Ln " � FILL AS REQUIRED UNDER BUILDING � o TOP OF BACK OF RETAINING WALL N ~ z Q_ O PADS, RETAINING WALL FNDNS_ _. ` ` ° ^ v ELEV. @ TOP OF CAP UNIT= 541.75 00 rn + Ln ; N z z DRIVE- AISLES, ETC. - SEE Ln N o umi u - � + O1 °� GEOTECHNICALIREPORT /SEE U `^ z m N RETAINING WALL PLANS. a STM.61 d m Co N w m 00 @j rt n >> - -zz nom__ RIM= 541.00 U)<CnM m INV IN= 535.65 (A1 61) �� rn m N" m m o o Lmn INV IN- 533.39 (62 61) _ NLn��m Oq In m In 00 . m m 0 M @j co 0 _ 550 o 1n n �r F DRIVE -THRU. 2.75 INV IN= 533.39 (64 -61) STRUCTURAL FILL O0+ _' `n Ln ° N o m �4 m 0+ CD Ln D '110 540 CONCRETE SEE' - INV OUT= 533.34 B1 C3 ( ) REQUIRED UNDER DRIVE m ° `�^ z z u _ _ O ¢ - EX. GROUND - PLAN AISLES (TYP) > > > m ni u `r H N z H Ln n -zzz Ln m`��Z�O o+ 11 �Q2 it >> ._ ( ±SEE RETAINING. _ ±6' OF TOPSOIL TO - 1_5 1 WALL PLANS), PROP. FIN. BE REMOVED. 3 (MAX) GRADE 121 LF OF 18" O RCP @ 0.88% - . - 27 F OF_ 18" O CL IV RCP J y @ 0.88% o°°0 Ln Ln - -- - - - -- EX. -- 540 - GROUND - -- 530 -i wQ, LL O vii w O O 52 LF OF 31 LF OF \ \ 123 LF OF 48° O HDPE @ 0.25% 48" O HDPE ff >, 00 > � \ @ 0.25% @ 0.25% r d° m ' =q pv� 12 +00 11 +00 STORM SEWER 1133 -C3 PROFILE HORIZONTAL SCALE: 1 " -25' VERTICAL SCALE : 1 " -5' �o � O� m <t ,n m Ln ai m Ln 00 m Ln a) m Ln m m Ln 12 +00 11 +00 STORM SEWER 1133 -C3 PROFILE HORIZONTAL SCALE: 1 " -25' VERTICAL SCALE : 1 " -5' CONTRACTOR SHALL COORDINATE GREASE TRAP ANHOLE COVERS= RELOCATION WITH FRANCHISE UTILITY RIM OF M OWNER(S) AS NECESSARY. DRIVE THRU ±542.22 j (SEE PLAN) nJ. SAN H u, STA; 10 +58.19 3.25' ----- I� > - O RIM= 532.95 f 540 x w STA: 10 +58.52 PROP. FIN. W w EX. R/W GRADE W I ,O (RICHMOND STA`. 9 +90.17 rn ` ) INV IN= 538-89 Q W N ROAD / (± SEE o n °�° `n ai o d 1 RETAINING STI-A. 10 +00 W o o o z' °p / k o h 1 ._ :LNVIU 51 WALL T= 538.72 o)� o PLANS) Q W^! p =Z -O INV = 538.62 3 (M) inv,� z ±6" OF °�° -INV- 536.89 TOPSOIL TO BE y`b EX. SAN.SWR LATERAL REMOVED. Q�°C ( ±6 LF)_AND ASSOCIATED _ _ ! _ _ 530 APPURTENANCES SHALL BE P REMOVED. PATCH EXISTING X. STA: 10 +06.24 TIE GREASE TRAP EFFLUENTTO SAN. SWR. PENETRATION. PROVIDE RUBBER ;• GROUND PLUG AND NON - SHRINK GROUT IN h� PIPE F -H. PROVIDE BUSHING /ADAPTER ACCORDANCE TO THE ACSA r PER ACSA STAN DARDS AS REQUIRED FOR STANDARDS &_SP- CATIONS. CONNECTION BETWEEN DISSIMILAR - -` MATERIAL. INV- ±536.71 NEW WATER -TIGHT APPROX. LIIMITS OF STRUCTURAL CONNECTION TO EX. MANHOLE I FILL AS REQUIRED UNDER BUILDING AT INV. = 519.95. PROVIDE A PADS, RETAINING WALL FNDNS, FLEXIBLE BOOT GASKET OR APPROVED EQUAL) 2GV�p� GEOTECHNICAL REPORT /SEE PER ACSA STDS CONCRETE ANCHOR RETAININGi WALL PLANS. PER ACSA. SEE DETAIL (FIG. S -4 520 EX. 12 "SAN. SWR. SHT. C-4.4). BEYOND (APPROX) SPACING - NO MORE THAN 36 ' DATUM#! ELEV Ln LNn O � myr �a N Ln mN N ,n m Ln N m Ln 11) O N m m m + STA: 10 +34.63 m m C) n u TOP OF BACK OF RETAINING WALL Ln z "' a `" ELEV. @ TOP OF CAP = 542.25 to Ln `L 35 LF OF GROUND 18" 0 RCP 550 @ 0.43% 0 STA: 10 +27.53 4" PVC (C901) WATERLINE TO Z WASHDOWN AT REFUSE ENCLOSURE - PROVIDE NEOPRENE PAD AT CROSSING. ! N (SEE PLAN FOR CON'T). STA: 10 +01.2 STA: 10 +55.25 AND STA: 10 +51.54 m 3" VENT IN APPROX. LOCATION OF EX. FIBER -OPTIC w Li TELECOMM SERVICE LINES. SHOULD ACTUAL Q LOCATION OF LINES PRESENT A CONFLICT m m CONTRACTOR SHALL COORDINATE GREASE TRAP ANHOLE COVERS= RELOCATION WITH FRANCHISE UTILITY RIM OF M OWNER(S) AS NECESSARY. DRIVE THRU ±542.22 j (SEE PLAN) nJ. SAN H u, STA; 10 +58.19 3.25' ----- I� > - O RIM= 532.95 f 540 x w STA: 10 +58.52 PROP. FIN. W w EX. R/W GRADE W I ,O (RICHMOND STA`. 9 +90.17 rn ` ) INV IN= 538-89 Q W N ROAD / (± SEE o n °�° `n ai o d 1 RETAINING STI-A. 10 +00 W o o o z' °p / k o h 1 ._ :LNVIU 51 WALL T= 538.72 o)� o PLANS) Q W^! p =Z -O INV = 538.62 3 (M) inv,� z ±6" OF °�° -INV- 536.89 TOPSOIL TO BE y`b EX. SAN.SWR LATERAL REMOVED. Q�°C ( ±6 LF)_AND ASSOCIATED _ _ ! _ _ 530 APPURTENANCES SHALL BE P REMOVED. PATCH EXISTING X. STA: 10 +06.24 TIE GREASE TRAP EFFLUENTTO SAN. SWR. PENETRATION. PROVIDE RUBBER ;• GROUND PLUG AND NON - SHRINK GROUT IN h� PIPE F -H. PROVIDE BUSHING /ADAPTER ACCORDANCE TO THE ACSA r PER ACSA STAN DARDS AS REQUIRED FOR STANDARDS &_SP- CATIONS. CONNECTION BETWEEN DISSIMILAR - -` MATERIAL. INV- ±536.71 NEW WATER -TIGHT APPROX. LIIMITS OF STRUCTURAL CONNECTION TO EX. MANHOLE I FILL AS REQUIRED UNDER BUILDING AT INV. = 519.95. PROVIDE A PADS, RETAINING WALL FNDNS, FLEXIBLE BOOT GASKET OR APPROVED EQUAL) 2GV�p� GEOTECHNICAL REPORT /SEE PER ACSA STDS CONCRETE ANCHOR RETAININGi WALL PLANS. PER ACSA. SEE DETAIL (FIG. S -4 520 EX. 12 "SAN. SWR. SHT. C-4.4). BEYOND (APPROX) SPACING - NO MORE THAN 36 ' DATUM#! ELEV Ln LNn S1S. 00 11 +00 10 +00 SANITARY SEWER LATERAL (FROM GREASE TRAP TO EX. CLEANOUT) PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 10 +00 530 DATUM AUT 525.00 m 6 rr Lr L, O � Ln �a N Ln Ln N ,n m Ln N m Ln 11) m Ln S1S. 00 11 +00 10 +00 SANITARY SEWER LATERAL (FROM GREASE TRAP TO EX. CLEANOUT) PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 10 +00 530 DATUM AUT 525.00 m 6 rr Lr L, STM.B1 m rl: Ln 10 rn rn 00 00 a) rn m m m m m m m In Ln Ln Ln Ln 12 +00 11 +00 STORM SEWER 1136 -1131 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 10 +00 EX. ACSA 8" SAN. SWR. INV. @ CROSSING = ±520.86 STA: 11 +88.89 DA2 W J7,i+y EX. ACSA 8" SAN. SWR. 525.00 DAIM Jz9V INV. @ CROSSING = ±519.23 515.00 STM.D5 0 p m p N STA. 10 +00 ; p o m pm p� (18" VDOT ES -1 W/ 1.5 SY po N Ln 0 00 1 N OFVDOTECITYPEIA) 00 Oq0) mN°0 LnLn ^� D Ln cl - m Ln m N 00 il? U-1 INV IN= 521.20 D5 D4 p O� Ln rn a � ZT LI) 11 00 �oLNnz� 0-1 zO 0_i z.O 530 o c u_ O a -- u- x oo� fa g» �a�>> �dg» �m i1 Hl- -zz �zZ N��ZZ �� n�� -- + a> z O c~n c~i1 z O w :. m m m PROP. FIN. GRADE STM.D1 U U o STA. 11+23.29 U / (18" VDOT ES -1 W/ 1.5 SY OF VDOT EC -1 TYPE 1A) ti INV OUT= 518.05 d+ O - N \ Ln -1 522.30 30 LF OF 24! LF OF \ x v.- Q x _ It �w z EX. FL cnwm_ 520 x o 0 101E OF 18 O RCP _ p 0m� N 18 O RCo P 60 LF OF T _ GR OUND 18" O RCP 18" O RCP @ 105% @ 0.90% + Ln @ 4.00% @ 1.00% , 0.70% LID aLL - - - -- 517.80 U m m 517.60 L: rn N FL FL 517.40 + n FIL Q DITCH N STA. 11 +27.07 FL- 518.00 RE -GRADE ±110 LF OF EXISTING GRASS -LINED DITCH. SLOPE FROM RE -GRADE ±32 LF OF EXISTING STM. D1 TO EX. DROP INLET = ±03%. GRASS -LINED DITCH. SLOPE FROM SEE PLAN. EX. END SECTION (STM. D6) TO D5 ±4.1 %. SEE PLAN. _ 510 ni mrni s+r s+rr ', SOb.00 STM.B1 m RIM= 541.00 550 a a INV IN= 535.65 (A1 -131) C0 o m 00 °o mo m 11 INV OUT= 533.34 (61 -C3 ; m is N N N N N dl c-i 00 -1 f� ci Ln Ln Ln Ln to Ln Ln 10 +00 11 +00 12 +00 STORM SEWER D5 - D1 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' Cr CC LLr 10 +00 11 +00 STORM SEWER C3 (SWMF OUTLET CONTROL STR.) - C1 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' m 0o Ln ^.10 +00 STORM SEWER A1-1131 PROFILE HORIZONTAL SCALE: 1 "=25' VERTICAL SCALE: 1 " =5' FILL MATERIAL NOTE: WHERE 'SELECT FILL', 'BACKFILL' AND /OR 'SUITABLE FILL' IS SPECIFIED, AND /OR WHERE FILL MATERIAL IS REQUIRED WITHIN PAVEMENT AREAS (AREA TO 1' MIN. BEYOND BACK OF CURB), PERIMETIER OF BUILDING ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, ONLY SELECT FILL M1ATERIAL THAT IS IN STRICT ACCORDANCE TO THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL SECTION 207 SHALL BE USED. FOR THIS PROJECT, ALL FILL MATERIAL SHALL BE SELECT FILL UNLESS SPECIFICALLY NOTED OTHERWISE. SUBGRADE MATERIAL AND ALL FILL MATERIAL (I.E. SELECT FILL, SUITABLE FILL, AND /OR BACKFILL) SHALL EXHIBIT, AT A MINIMUM, A VALUE OF TWENTY (20) FROM THE CALIFORNIA BEARING RATIO TEST FOR SHEARING RESISTANCE AS EXPLAINED IN ASTM D1883. WITHIN PAVEMENT AREAS (AREA TO 1' MIN. BEYOND BACK OF CURB), PERIMETER OF BUILDING ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, AND /OR PRIOR TO PLACEMENT OF SELECT FILL, SUBGRADE SHALL BE PREPARED IN ACCORDANCE TO SECTION 305 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL. WHERE UNSUITABLE FILL IS ENCOUNTERED (I.E. IF SUBGRADE DEFLECTS EXCESSIVELY OR 'PUMPS' DURING PROOF - ROLLING OPERATIONS), THE UNSUITABLE FILL SHALL BE EXCAVATED, REMOVED FROM SITE IN A LAWFUL MANNER, AND REPLACED WITH SUITABLE FILL. ALL PIPE BEDDING /BACKFILL AND SUBGRADES SHALL CONSIST OF SELECT /SUITABLE MATERIAL TO THE FULL SPECIFIED DEPTH. IF A CONFLICT EXISTS BETWEEN PLAN, DETAIL, AND /OR REFERENCED GOVERNING STANDARDS, THE MOST STRINGENT SHALL APPLY. ALL PIPE BEDDING /BACKFILL AND SUBGRADE MATERIAL SHALL BE COMPACTED TO NINETY -FIVE PERCENT (95 %) MAXIMUM DENSITY AT PLUS OR MINUS TWENTY PERCENT (20 %) OF THE MATERIAL'S EXHIBITED OPTIMUM MOISTURE CONTENT. STM.B1 m RIM= 541.00 550 a a INV IN= 535.65 (A1 -131) C0 INV IN= 533.39 (62 -131) Ln INV IN= 533.39 (64 -81) °o mo m 11 INV OUT= 533.34 (61 -C3 ; + Ln o _j o:N Lmn it C) � u N o'. Ln 11 » Qr 11 z0 v~V~i _z Z_ < > > PROP. FIN. GRADE V) cncczZ' 540 �< > >> X. 35 LF OF GROUND 18" 0 RCP PROP. FIN. @ 0.43% STA: 10 +27.53 4" PVC (C901) WATERLINE TO WASHDOWN AT REFUSE ENCLOSURE - PROVIDE NEOPRENE PAD AT CROSSING. ! - (SEE PLAN FOR CON'T). 530 m 0o Ln ^.10 +00 STORM SEWER A1-1131 PROFILE HORIZONTAL SCALE: 1 "=25' VERTICAL SCALE: 1 " =5' FILL MATERIAL NOTE: WHERE 'SELECT FILL', 'BACKFILL' AND /OR 'SUITABLE FILL' IS SPECIFIED, AND /OR WHERE FILL MATERIAL IS REQUIRED WITHIN PAVEMENT AREAS (AREA TO 1' MIN. BEYOND BACK OF CURB), PERIMETIER OF BUILDING ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, ONLY SELECT FILL M1ATERIAL THAT IS IN STRICT ACCORDANCE TO THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL SECTION 207 SHALL BE USED. FOR THIS PROJECT, ALL FILL MATERIAL SHALL BE SELECT FILL UNLESS SPECIFICALLY NOTED OTHERWISE. SUBGRADE MATERIAL AND ALL FILL MATERIAL (I.E. SELECT FILL, SUITABLE FILL, AND /OR BACKFILL) SHALL EXHIBIT, AT A MINIMUM, A VALUE OF TWENTY (20) FROM THE CALIFORNIA BEARING RATIO TEST FOR SHEARING RESISTANCE AS EXPLAINED IN ASTM D1883. WITHIN PAVEMENT AREAS (AREA TO 1' MIN. BEYOND BACK OF CURB), PERIMETER OF BUILDING ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, AND /OR PRIOR TO PLACEMENT OF SELECT FILL, SUBGRADE SHALL BE PREPARED IN ACCORDANCE TO SECTION 305 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL. WHERE UNSUITABLE FILL IS ENCOUNTERED (I.E. IF SUBGRADE DEFLECTS EXCESSIVELY OR 'PUMPS' DURING PROOF - ROLLING OPERATIONS), THE UNSUITABLE FILL SHALL BE EXCAVATED, REMOVED FROM SITE IN A LAWFUL MANNER, AND REPLACED WITH SUITABLE FILL. ALL PIPE BEDDING /BACKFILL AND SUBGRADES SHALL CONSIST OF SELECT /SUITABLE MATERIAL TO THE FULL SPECIFIED DEPTH. IF A CONFLICT EXISTS BETWEEN PLAN, DETAIL, AND /OR REFERENCED GOVERNING STANDARDS, THE MOST STRINGENT SHALL APPLY. ALL PIPE BEDDING /BACKFILL AND SUBGRADE MATERIAL SHALL BE COMPACTED TO NINETY -FIVE PERCENT (95 %) MAXIMUM DENSITY AT PLUS OR MINUS TWENTY PERCENT (20 %) OF THE MATERIAL'S EXHIBITED OPTIMUM MOISTURE CONTENT. EX. 540 GROUND b 33 LF OF 18" O RCP @ 1.00% STA: 10 +05.36 2" PVC (C901) DOMESTIC WATER SERVICE TO BUILDING. 530 ROLL WATELINE OVER STORM. PROVIDE NEOPRENE PAD BETWEEN PIPES; AT CROSSING. (SEE PLAN FOR CON'T). DATUM AUT 525.00 10 +00 STORM SEWER A2 -1134 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION, IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. HORIZONTAL SCALE: 25 12.5 0 25 50 Scale in Feet 1 inch = 25 ft. VERTICAL SCALE : 5 2.5 0 5 10 Scale in Feet 1 inch= 5 ft. 0 n l! 0000 o - 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By �,OLTH OF o JAMES M. DUNN U � Lic. No., 41830 �ST4NAL L 10 W 00 CQ 0 rn Z ®� W ® • :3:M� N O N = m In N Z (N ®N >a C7wLL < �. Q z L = Q In aLn 2 LU �: < w w n CD 2 ao 0 N =Ul L n aW Ln o > m i (n STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virgiinia COUNTY APP. NO.: SDP201400018 SHEET TITLE STORM AND SANITARY SEWER PROFILES DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date .12/01/14 Drawn By : H &D Checked By: H &D Sheet C -5.2 N m Q N o m o mmvm N C:) ID to 550 Ln Q m o _j o:N Lmn it N 171 (m N o'. Ln 11 `T `nLnmLmn Qr 11 z0 mn < > > �' , Ln voLLn 11 11 D V) cncczZ' me n zz0 �< > >> L; V) ' PROP. FIN. EX. 540 GROUND b 33 LF OF 18" O RCP @ 1.00% STA: 10 +05.36 2" PVC (C901) DOMESTIC WATER SERVICE TO BUILDING. 530 ROLL WATELINE OVER STORM. PROVIDE NEOPRENE PAD BETWEEN PIPES; AT CROSSING. (SEE PLAN FOR CON'T). DATUM AUT 525.00 10 +00 STORM SEWER A2 -1134 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION, IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. HORIZONTAL SCALE: 25 12.5 0 25 50 Scale in Feet 1 inch = 25 ft. VERTICAL SCALE : 5 2.5 0 5 10 Scale in Feet 1 inch= 5 ft. 0 n l! 0000 o - 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By �,OLTH OF o JAMES M. DUNN U � Lic. No., 41830 �ST4NAL L 10 W 00 CQ 0 rn Z ®� W ® • :3:M� N O N = m In N Z (N ®N >a C7wLL < �. Q z L = Q In aLn 2 LU �: < w w n CD 2 ao 0 N =Ul L n aW Ln o > m i (n STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virgiinia COUNTY APP. NO.: SDP201400018 SHEET TITLE STORM AND SANITARY SEWER PROFILES DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date .12/01/14 Drawn By : H &D Checked By: H &D Sheet C -5.2 *NOTE: AS DIRECTED BY THE COUNTY ENGINEER (ALBEMARLE COUNTY), THE TIME OF CONCENTRATION FOR THIS SITE, PRE - DEVELOPED AND POST - DEVELOPED, SHALL BE 10 MINUTES. n 1,� I •-Y -h L QO� t 4 — H" n 1,� LEGEND BUILDING AREAS : 8,782 SF (0.20 AC) �,LTH O.F. o JAMES M. DUNN H Lic No. 418310 y�y Jr 0 10' 20' I � I SCALE: 1 "= 20' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATIION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. I •-Y LEGEND BUILDING AREAS : 8,782 SF (0.20 AC) �,LTH O.F. o JAMES M. DUNN H Lic No. 418310 y�y Jr 0 10' 20' I � I SCALE: 1 "= 20' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATIION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. DM -1.0 (DAMAP 1 OF 4) UUPYKIUHI �C) 2U13, HUKIVN & UUUU, I'.G. ALL KIUHIS KLSLKVLU. KLI'KUU1JUIUN UK UJL Uh IHL UOMENIS Uh IM, UUUUMLNI, UK AUUIIIUNS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT FROM HORTON & DODD, PC, IS STRICTLY PROHIBITED. L QO� f ;'t �yy ,Iq o .- .,, E ., .. l �+ emu. „ .•'1 _ ,... ",.. 1 ,� .. - , "•- � '.. _ _._ aN� ,-_ - _. _. -. _ PRE - DEVELOPED - DRAINAGE AREA MAP OF - - THE CHICK -FIL -A RESTAURANT - - STORE #3187 (FSU S06) 1626 RICHMOND ROAD it F 7: ALBEMARLE COUNTY VIRGINIA SCALE: 1 " -20' NOVEMBER 26, 2014 - NORTON & DODD P.C. Engineers s Planners Surve ors ______ :. - NV51 �..�._ + 300 GEORGE WASHINGTON HWY. NORTH CHESAPEAKE VA PH: 757 - 487 -4535 •FAX: 757 - 487 -978 8 Fcp SHEET NO. DM -1.0 (DAMAP 1 OF 4) UUPYKIUHI �C) 2U13, HUKIVN & UUUU, I'.G. ALL KIUHIS KLSLKVLU. KLI'KUU1JUIUN UK UJL Uh IHL UOMENIS Uh IM, UUUUMLNI, UK AUUIIIUNS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT FROM HORTON & DODD, PC, IS STRICTLY PROHIBITED. *NOTE: AS DIRECTED BY THE COUNTY ENGINEER (ALBEMARLE COUNTY), THE TIME OF CONCENTRATION FOR THIS SITE, PRE - DEVELOPED AND POST - DEVELOPED, SHALL BE 10 MINUTES. LEGEND AREA OF INTEREST (AOI): = 111,450 SF (2.56 AC) INDIVIDUAL DRAIN AREAS ti CAPTURED ED BY PROPOSED INLETS MG 543.20 E _ k P5427k h T, rc. LEGEND a: R \ .: � .., ,. r ��U��PP .� _ ... ; F71 O M �.,. -�.. ,,, . ,. - , ,..... - a �y's, �, w .� v.:.: 1 d —'1� � -�:� _h. ': � m r.i ,:.ocaa cn , �f. �c. :rh.�- ,- :-..__ � - - _ - AREA OF INTEREST : = 111,450 SF (2.56 AC) aPOST PAVEMENT AREAS 48,300 SF (1.11 AC) POST CONCRETE AREAS 8,880 SF (0.20 AC) POST BUILDING AREAS 6,220 SF (0.14 AC) SCALE: 1 "= 50' POST — DEVELOPED GROUNDCOVER EXHIBIT SCALE: 1" = 50' T. n, 18 AC 0.85 POST — DEVELOPED DRAINAGE AREA MAP ON —SITE STORMWATER MANAGEMENT FACILITY DESIGN SCALE: 1" = 25' AREA CAPTURED BY PROP. BMP: 60,067 SF (1.38 AC) AREA WITHIN AOI THAT BY- PASSES BMP: 53,364 SF (1.23 AC) AREA OUTSIDE AOI THAT IS CAPTURED BY PROP. STORMWATER QUANTITY BMP: 1,981 SF (0.05 AC) [NEGLIGIBLE] ,'pLTH Off'`` o JAMES M. DUINN U � Lic No 41830 az o��SSZ�NAL NOTE: THIS PLAN DOES NOT GUARANTEIE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AIND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATIION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 00o a' P � 0 POST — DEVELOPED DRAINAGE AREA MAP A OF THE CHICK —FIL —A RESTAURANT STORE #3187 (FSU S06) 1626 RICHMOND ROAD ALBEMARLE COUNTY, VIRGINIA SCALE: AS NOTED NOVEMBER 26, 2014 HORTON & DODD? P.C. Surveyors • Engineers • Planners a 300 GEORGE WASHINGTON HWY. NORTH CHESAPEAKE, VA PH: 757- 487 -4535 • FAX: 757- 487 -9788 SHEET NO. DM -i.0 (DAMAP 2 OF 4) COPYRIGHT (c) 2013, HORTON & DODD, P.C. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT FROM HORTON & DODD, PC, IS STRICTLY PROHIBITED. 0 20' 40' I I I OFF -SITE DA MAP 1 SCALE: 1 "= 40' EXISTING STORM SEWER CONVEYANCE SYSTEM D7 TO D6 AND PROPOSED STORM SEWER CONVEYANCE SYSTEM DS TO D1 SCALE: 1" = 40' LEGEND INDIVIDUAL DRAIN AREAS TH OF 3 M. DUNN H Lie. No. 418310 ZSSIONAL N DOES NOT GUARANTEE THE LOCATION OF i UNDERGROUND UTILITIES. CONTRACTOR TO NE ACTUAL LOCATION AND DEPTH OF ALL 5 PRIOR TO MOBILIZATION. IF CONFLICTS )TIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. ©p 0 ° v o ° � Q � o POST - DEVELOPED DRAINAGE AREA MAP B OF THE CHICK -FIL -A RESTAURANT STORE #3187 (FSU S06) 1626 RICHMOND ROAD ALBEMARLE COUNTY, VIRGINIA SCALE: AS NOTED NOVEMBER 26, 2014 HORTON & DODD, P.C. Surveyors • Engineers • Planners a 300 GEORGE WASHINGTON HWY. NORTH CHESAPEAKE, VA PH: 757- 487 -4535 • FAX: 757- 487 -9788 SHEET NO. DM -3.0 (DAMAP 3 OF 4) DEL kE�i OR ETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT FROM NORTON & DODD, PC, IS STRICTLY PROHIBITED. 0 25' 50' SCALE: 1 "= 50' OFF -SITE DA MAP 2 EXISTING STORMWATER CONVEYANCE SYSTEM ANALYSIS (RECEIVING SYSTEM) SCALE: 1" = 50' *NOTE: AS DIRECTED BY THE COUNTY ENGINEER (ALBEMARLE COUNTY), THE TIME OF CONCENTRATION FOR THIS SITE, PRE - DEVELOPED AND POST - DEVELOPED, SHALL BE 10 MINUTES. LEGEND INDIVIDUAL DRAIN AREAS TH p7,, b JAMES M. DUNN 'H Lic No 41830 �810MAL � NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 0 !p (1 C7 POST - DEVELOPED DRAINAGE AREA MAP C OF THE CHICK -FIL -A RESTAURANT STORE #3187 (FSU S06) 1626 RICHMOND ROAD ALBEMARLE COUNTY, VIRGINIA SCALE: AS NOTED NOVEMBER 26, 2014 HORTON & DODD, P.C. Surveyors • Engineers • Planners 0 300 GEORGE WASHINGTON HWY. NORTH CHESAPEAKE, VA PH: 757- 487 -4535 • FAX: 757- 487 -9788 SHEET NO. DM-4.0 (DAMAP 4 OF 4) COPYRIGHT (c) 2013, HORTON & DODD, P.C. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT FROM HORTON & DODD, PC, IS STRICTLY PROHIBITED.