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HomeMy WebLinkAboutWPO201400072 Plan - As-built 2019-12-11SHEET INDEX 1 T ■ • -hVi-IME I LVI' KcI ■ 1-1111 L1 1 ■ILI■ C r - - 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: 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 TATI TI : 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-CONLTRUCTION AREA STATISTICS: 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: 6,220/1 1 1,450 = 6% PAVEMENT/SIDEWALK COVERAGE: 57,180/111,450 = 517. 5ITE CANOPY REQUIREMENTS: PARKING LOT 1 TREE PER 10 SPACES: 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 fi2,621 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 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 8LDG 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 - 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 DESIGNATIONS) 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 PARKING REQUIRED DATE: FEBRUARY 4, 2005. 13 SP. PER 1000 SF (4,835 SF) 63 ,PARKING PROVIDED ON SITE: 9'x18' (90' STALLS): 1O'x18' (90' STALLS): 8'x18' (90' ACCESSIBLE PARKING STALLS): TOTAL PARKING SPACES PROVIDED: LOADING SPACE / AREA: 55 5 3 (2+1 VAN ACCESSIBLE) 64 1 C-T.1 TRAFFIC SIGNALIZATION DEMOLITION C-T.2 TRAFFIC SIGNALIZATION DESIGN C-T.3 TRAFFIC SIGNALIZATION NOTES & DETAILS ES i.i EANBSC-APE DETAILS PS-1.0 SITE UTILITY PLAN A 3.5 REFUSE 1\iP�QRE ES 1.1 ELECTRIEAL SITE PLAN ES 12CErCTRICwAL SITE BET-AILS ETwee S D wiEarrS 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 VOOT 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 AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION, CHARLOTTESVILLE RESIDENCY ADDRESS: 701 VDOT WAY, CHARLOTTESVILLE, VA 22911 CONTACT: TROY AUSTIN OR SHELLY PLASTER PHONE: 434-422--9782 OR 434-422--9894 FAX: 434-984-1521 EMAIL: nathran.austin@vdot.virginia.gov, OR shelly.plaster@vdot.virginia.gov SANITARY SEWER & WATER AGENCY: ALBEMARLE COUNTY SERVICE AUTHORITY ADDRESS: 168 SPOTNAP RD, CHARLOTTESVILLE, VA 22911 CONTACT: MICHAEL VIEIRA PHONE: 434-977-4511, EXTENSION 113 EMAIL: mvieira9serviceauthority.org STORM DRAINAGE & EROSION CONTROL AGENCY: COMMUNITY DEVELOPMENT, ENGINEERING DIVISION ADDRESS: 401 MCINTIRE RD, NORTH WING, CHARLOTTESVILLE. VA 22902 CONTACT: MAX GREENE, CIVIL ENGINEER II PHONE: 434-296-5832, EXTENSION 3283 FAX: 434-972-4126 EMAIL: mgreene0alhemarle.org GAS UTILITY AGENCY: CHARLOTTESVILLE GAS ADDRESS: 305 4TH ST NW, CHARLOTTESVILLE, VIRGINIA 22903 CONTACT: IRENE PETERSON PHONE: (434) 970-3812 FAX: (434) 970-3817 EMAIL: "AS -BUILT" (11.20-2015) PETERS 0 N OC HAR LOTTES V I LLE.O RG ELECTRIC AGENCY: DOMINION VIRGINIA POWER (DVP) 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 AVAILABLE) ADDRESS: NOT IDENTIFIED AT THIS TIME CONTACT: TROY HARDING PHONE: (434) 974-6928 CABLE AGENCY: COMCAST (OTHER OPTIONS AVAILABLE) ADDRESS: NOT IDENTIFIED AT THIS TIME CONTACT: NOT IDENTIFIED AT THIS TIME PHONE: (800) 266-2278, CALL TO ARRANGE STARTUP. OF STORE #03187 AT 1626 RICHMOND ROAD ALBEMARLE COUNTY, VIRGINIA 22901 VICINITY MAP SCALE: 1"=2000' NOTE; VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED - DEVELOPER: NAME: CHICK-FIL-A, INC. ADDRESS: 5200 BUFFINGTON ROAD ATLANTA, GA. 30349 CONTACT: MATTHEW STELLMAKER PHONE; (404) 684-8654 FAX: (404) 765-8954 EMAIL: MATTH EW. STELLMAKEROCH I C K -1 IL -A. CO M BMP DATA RUNOFF FROM THE SITE SHALL BE CONVEYED THROUGH ON SITE FILTERRA SYSTEMS NOTE: PROPOSED FRANCHISE UTILITIES SHALL BE LOCATED UNDERGROUN 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 PR0y.ER j(%FW-DODO, 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 SITE ACTIVITIES THAT ARE NECESSARY TO ENSURE COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN. THE GENERAL CONTRACTOR AWARDED THIS PROJECT SHALL ENSURE AN ORIGINAL SIGNED VSMP GENERAL PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES (VAR10) TRANSFER AGREEMENT (FORM DCR 199-191) IS SUBMITTED TO THE DEPARTMENT OF CONSERVATION AND RECREATION (DCR). THE ORIGINAL SIGNED / EXECUTED FORM SHALL BE SUBMITTED VIA MAIL TO THE DCR AS REQUIRED. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCA'?ON OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO -TERHINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.1 APPROVED by the Albemarle County Community Development Department Date 12/11 /19 File WP0201400072 CONDITIONS OF SPECIAL USE PERMIT SP2013-0020 : 1. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE FOLLOWING PLAINS PREPARED BY HORTON & DODO, PC. SHEET C-2.0 "LAYOUT PLAN OPTION 1 6-25-13" 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 GENERAL ACCORD 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 RETAI LANDSCAPING MINOR MODIFICATIONS TO THE PLAN TO ACCOMMODATE CONDITION #3, AND THAT 00 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 _SHALL BE PROVIDED FOR THE DRNE-THRU, WINDOW,. THE,. FULL 4. THE APPLICANT IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF CONTROL DEVICES INCLUDING BUT NOT LIMITED TO SIGNAGE AND PAVEMENT MARKINGS AT THE ENTRANCE AND EXIT POINTS OF THE DRNE-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 COUNTY AND AS SHOWN ON THESE ALLNSTORFA WAI�IAGE 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 ADJACENT TO 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 IMPROVEMENTS 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 THAT THEY HAVE BEEN PROVIDED AN EXPLANATION OF THE PROJECT SCOPE OF WORK. LEGEND EXISTING PROPOSED ASPHALT PAVEMENT 0 BUILDINGS CATCH BASINS, CURB INLETS CONCRETE CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER, REVERSE _--- ro 1❑ CONTOURS, INDEX s 9 CONTOURS, INTERMEDIATE DITCH OR SCALE FLOWLINE 13 DROP INLETS EASEMENT LINE -- EDGE OF WATER --x - x - FENCE, CHAIN LINK OR BARBED WIRE - a - - n - FENCE, WOOD, METAL OR OTHER li Y FIRE DEPARTMENT CONNECTION }- _41�_ FIRE HYDRANT FLARED END SECTION r •• GAS LINE GRAVEL &I HANDICAP PARKING 0-0> LIGHT POLE MANHOLES ❑,MONI (FOUND) (SET) MONUMENT ...... - ..... --,,, -- --0c7V-- OVERHEAD CABLE TV as-_.... .. --0E-- OVERHEAD ELECTRIC �t --QT-- OVERHEAD TELEPHONE fr---•--•- --flE/T-- OVERHEAD ELECTRIC & TELEPHONE ---.OT/C-- OVERHEAD TELEPHONE & CABLE OVERHEAD ELECTRIC, TELEPHONE & CABLE 0-(,) (FOUND) 0q,Cs2 (SET) PIN POWER/UTILITY POLE POWER POLE WITH LIGHT -- - - - - - - - PROPERTY LINE -• -- RIGHT-OF-WAY LINE LIMITS OF DISTURBANCE RIP RAP -x-x- SAFETY FENCE an ® SAND/CONC BAGS - 9 s- -s- - SANITARY SEWER Dsc� SANITARY SEWER CLEAN -OUT SETBACK LINE iC 1450 It LIP G14.5 TC14.50 SPOT ELEVATIONS fi STORM SEWER Mp TRAFFIC SIGNAL POLE fit r TRAFFIC DIRECTION ARROWS -- TOE OF SLOPE TOP OF BANK -- C71l UNDERGROUND CABLE TV E UNDERGROUND ELECTRIC Fo UNDERGROUND FIBER OPTIC - T UNDERGROUND TELEPHONE 411 -►5- VALVES s WATER LINE WATER METER EROSION & SEDIMENT CONTROL 071 CONSTRUCTION AL co ROCK CHECK DAM ENTRANCE -x- sF SILT FENCE cRs CONSTRUCTION BALE BARRIER ROAD STABILIZATION ® STRAW cIP CULVERT INLET TEMPORARY PROTECTION DIVERSION DIKE ---- DUST CONTROL ---- TEMPORARY SEEDING IP INLET PROTECTION -TR-® TREE PROTECTION @) TEMPORARY Ps PERMANENT SEEDING SEDIMENT TRAP t MICHAEL L WILLIAMS y Uc. No. 2076 "AS -BUILT" ONLY APPROVALS DATE DIIPARTMENT OF COM.MIMTY DEVELOPMENT PLPLNNER//, ON r NG ENC�TI INFER INSPECTIONS DE, PA12'I'NfFN1' 01, 1{ IRE P,,ESC:UE ALI3LMARLE COUNTY SERVICE AUTHORITY VIRGINIA I)LPARMENT Of-, TRANSPOR'I'A'rION HEAT r'T11 DEPAR"1'N ENT 9:0 .21ML Ad 4w it 5200 Buffington Rd. AtIonta Georgic, 30349-2998 Revisions: C-01 03.05.2015 H&D REVISED PLAN SHEETS: C-1.1 C-.Q C-3.0 C-3.1 C-4.2, C-5.0, C-5.1, C-T.2, C-TA L5 i.0, AND PS-1.5. C-02 03.25.2015 H&D REVISED PLAN HEFTS -T,I -T.2 & C-T.3. C-03 03.27.2015 H&D REVISED PLAN SHEET N/A 03,30.2015 H&D CONSTRUCTION' LN S TO 8 225A1J. C-04 04.24.2015 H&D REVISED PLI SHFE7 C-TA N/A 06.18,2015 H&O REVISED PLAN SHEETS -2. C-3.0 C-4,2 LS-1,0. N/A 07.14.2-015 H&D REVISED PLAN SHEET LS-1. N/A 09.29.2015 H&D REVISED PLAN SHEET C-3. N/A 10.07.2015 H&D REVISED PLAN SHEET LS-1, C-05 10.09.2015 H&D REVISED PLAN SHEET .0 G� o A SM.D N C.] � Uc. No. 41830 �� 10.09.2015 S5'IONAi, ■ lull L ■ (l) C m of r- C6 ❑ ❑ rn z r• � } oa Il N S rm n vL Z ry °<Q �_ zY tw = Q ,n ¢aL : ��� Z t3 00 H°L c� CU a 2 m a T i V7 STORE #3187 FSU S06 Pantops 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 ; 04 2I 15 Drawn By H&D Checked By: H&D Sh eet c� ■ NOW OR FORMERLY 1 1 NORTH PA W OR TOWNHOUSES, LLC 20' AC.S WATER .� FOR ST RLE COUNTY GENERAL CONSTRUCTION NOTES D.B. 3683 PG. DS 459E LANE EASEMENT WE NOW OR FORM FOR STORM WATER MANAGEMENT PLANS LEGEND OF E&S CONTROL MEASURES GRADING LEGEND Oe 7JJe \ D. D.B. PG. PG, 643-651(PLA PG 73D }\} SrMINISIER D.9.-CAMi py�RY OF THE BLUE RIDGE f, ALL DAMS AND MOISTURE CONTENT. ENT.ALL FIL�MATERIAL TO BE EUPPROVED YA GEONOFOAMSE GFILL TO BE WITHIN 95% OF MALOMUM DRY DENSITY INEERND %FOPIIMUM 5r,T3.25 TC TC = TDP DF GAP DNIT, TW =TOP B. 3683, SYMBOL DESCRIPTION 553.00 Tw OF WALL (Y BELOW TOP OF CAP - PG. 570-00-OOA 1 \ D.B. 1594 PG 5 q PARCEL ID: 078F0-01- 1 PIN SEr P PG. 87(PLAT)FORTEMPORARYSEDIMENTTRAPSWHICH INLET PR T SEE PLAN SPITS. C 80 & C �/ } 1 VIDE ANO RISER IOINTS ARE TO BE WATERTIGHT WITHIN STOflMWATER MANAGEMENT FACILITIES. jp 0 ECTON TYPICAL). - \ USE: OPEN SPACE OOOAO S 35'33'S4" B } ARCEL ID: 07800- IXIS1NG V 3 STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOTTO TAKE UNPERMANENT TIL THE SITE I5 O A6 \ ZONED: pRp 00-055A6 NON-IXCLUSryE D WIDTH STABILIZED. PERMISSION HAS BEEN OBTAINED FROM THE COUNTS EROSION CONTROL INSPEROR. �� CULVERTINLET CL547-2 ELEVATION AT CENTERUNE OF ROAD e ZONED: R-g 1 PROTECTION WOODED AREA D.B. 45B6, PG. 439_ EASEMENT SP 47.20 PAVEMENT ELEVATION `•%T 189.01, 446(PUT) P11*NENT GRADINGIXLSRNG SF SILTFENCE FL5472 FLOW-UNE ELEVATION (GRASS/JUTE \ t- 1 c I NIITREE UNE \k�k ^Wrv.Y 'WANTENANCE EASEMENT P SILT FENCE CHANNEL) \ 4(ko� 1 o X WOODED AREA U.9. 6' PG, 439-446(PIAn O CDO ROCK CHECK DAM G54T2 GROUND ELEVATION 0•B 368j, (39' PR/V O'QD a� le B m HP HIGH POINT pG ATf R/W RICK RE7AlNING O k k�k� W W000E0 gREq PS PERMANENT SEEDING MG MATCH EXISTING GRADE �SJO, I_ WALL DO: UNE .o m PROPOSED RIDGE-UNE SJZ (P�TT11 (�^��, O X� OTES:-____R_____ •/I 1 �,,,j ']•�ncK cv� X�k,X` N 8 1. VEGETATIALL N, MULCH, SODOWISE IMPERVIOUSECIFIED TO CIEVE CATC -STD. CATCHING SECTION / �y h - VEGETATION, MULCH, SOD OR IMPERVIOUS LOT D ' aS]ve _ ELT LINE, CATCHING SECTION � GROUNDCOVER SHALL BE AND PLAT SHOWING SUBDIVISION FOR -S"'--j _ L > "1 ,F. �IXISIIND 2D=EAR PARKING PERMANENTLY SEEDED. CG-6 - MODIFIED CATCHING SECTION TAX MAP 78 PARCEL 55A4 ' VXO/t `J BRICK �N SET (D B• 250a, S�L 2. SEE EROSION AND SEDIMENT CONTROL PLANS FOR (TRANSITION AREA) THE LUXOR, LLC PROPERTY AND \ RO40 f RETR..... \�� PG, 73-78 PUT) 1 �- DETAILS, NOTES, AND ADDITIONAL E&S MEASURES m�nrrmrrrm CG-6R - STD. SPILLING SECnON R/W DEDICATION FOR TMP 78F-1-A a'pf xTFNS,tpN ��\ NOT ILLUSTRATED.`�-u"""'I 5200 Buffington Rd. NORTH PANTOPS3683 TOWNHOUSES, LLC PERTY • CG-6 - MODIFIED SPILLING SECTION 9 D.B. 3683, PG. 570-572 (PLAT)'7 4Zq `PJ SIDEWALK 6" CROSSWALK ' 5 cvN O• (TRANSITION AREA 3. (BEYOND) (BEYOND) ) Atlanta Georgia, NOW OR FORMERLY / e PIN FOUND. 547.20 LUXOR67 LLC „ 1/4" 1) 30349-2998 D.B. 3687, PG. 302 IXLSRNG ]' W B•pl(A 1 10 ` .•. i' v PEDESTRITESAN'ROUTE /LEVEL PATIO INTGE AT ERFACE PARCEL ID: 07800-00-00-055AD \ i I ID' UnUTY E4SEM �• (7P � 6N'1l _ OR (2) AT CURB ALONG ACCESSIBLE Revisions: ZONED: PDMC ID.B, 474, PG. 320-323 ® � I 1/4" 2) PEDESTRIAN TRAVEL WAY - BEVEL J• �"` -- ,A r EXISTING 50 REAR BUILDING SBL 1/2" LEVEL CHANGE DETAIL 47.24 CONCRETE AS REQUIRED - SEE '1/2" \ I ,1 I R41nKE e twLR PPNE1. .; D.B. 25D3, PQ 73-76(PU� NOTTOSCALE 547.20 LEVEL CHANGE DETAIL - THIS SHT. C 01 03.052015 H&D RENSEO PLAN SHEETS'[1.1 CEO C-3.O C-3.1 -C-4.2,C-5.0, C 5.1, C-i2, E TA IS10, AND P5.1.[ \e U. ENTRANCE G® _I 12---------_ STORM STRUCTURE SCHEDULE: REVISc-oEo3.zs.zols H&o ' gg­1014 ME O\UQ g EXISONG Sl VDOT MH-IW/T-DI-2 TOP UNIT C2 VDOT MH-1W/T-DI-I TOP (DI-1 CO3 03.27.2015 H&O p = Q 20' A.C.SA WATER UNE EASEMENT O m� 9 I EXMING RIM54AA} 539.96 61 80 FRAME & GRATE) W/CATCH 61 80 73 REVISED EUN SHEET CAD I rp D.B. 4698, PG. 168 �+1' _ �' INGRESS h EGRESS _ INV IN336:74(FI-AI) 534,24 �N?pWE^ ¢- <LM WA/ EXISTING C '`-/ \4e ®®.:` I m - 534.24 I D.8 312� PG EASEMENT C-_ C.q, BASIN INSERT BASKET. L46 C-0.8 Ca.] N A 03.30.2015 HELD qOB INV OUT 53i8BtA181) RIM349:}T 540,77 WATER UNE EASEMENTOF ` 1� { w o e I D.B. 2503, • PG. 69 ® VDOT DI-2C, L=6' INV IN53234(c3-a) 53215 'FCONSTRUCTIONPUG T w. D.E. 1076, PG. 2 ^��t ' I _ �/1Jn ' I B ® �Gc�i I 73-I6(PU"D RIMSRAS 541.58 62 INV OUT-B4(C2-Cl)532.15 C-04 04.24.2015 HEM v l ' v /'[vy ��/%/11//�0((/L W WAIER g�y4Q' �� ---- INV IN 536.70 R5-A2 C3'6 -,4 7 PARKING S ACES 2 vAUtI 16 p� I pT� NNL SIT I INV OUT 536.68 A2-014 C3 OUTLET CONTROL (MODSTRUCTURE, S \ Q 2NM CP n x4 I -_ I I536.26 OUTLET CONTROL STRUCTURE. 70 S0 N/A 06.18.2015 H&C b J 61 VDOT JB-1 (MODIFIED) _ g ' I N IT].M I ti RIM543-99 541.84 C ] REVISEDP - - - P B2 / GHT �I - �J 24' I I NV I 5 (Al-B) r�,81 [al] INV OUT-5i3i0,(0-C2) 533338 NIA 07.14.2015 H&D \ I r I ESL w y'RCp � B6 L I II INV IN 533.39(132-131)533M pi VDOT 18" ES-1 W/ VDOT EC-1 55 56 REVISED PLAN SHEETL-1. N ST M4NNa£ MWYCILE I(� l.. INV INi3}34(B4-Bl)53j,23 (1.5 SY, CLASS Al, DETAI L I) CA.5 U.5 y R1M�50I.61 �\ // ♦ RN=S ,25 f'pLUM I 1' I I INV OUT 533.31 (Bl-C3) 533,23 INV OUT 5+8.65 518.07 N/A 09.29.2015 D LOT 1-B /N✓=5JA5] , Q REVISED 1� YC" N ,/ __ 1l+{ E� I I B2 6' 0 VDOT T-MH-2 D2 VDOT 01-38, L=8' ' A5`� 1, RG LE _','1. N ftIM54i.89- 541.82 80 RIARIAS-524.40 64 N A 10.07.2015 HELD \ d`�BB,oe �o g� / I = Y / D.B. 4586, PG. 439-446 (FIAT) 3'M^E I j i INV IN 533.56 (B6-B2) J [-6.g INV INi38:7-2-(D3-D2) 518.88 [4.6 'w;o a! ) REVISED PLAN SHEET S-1.0 F7 Lei LD\ wnTER vuVE ' All NH7FR vuvE \ s sTve \ \ s.c.o. \ lb \A\nw jNZcr ® R1N=538.86 IVI' INV�a5.T4.21 _ PIN SET 321N L`vyJ INV OUT 533.56(62-81)J INVOUT%8.68D2-Dl)5IBB8 C-05 10.09.2015 H&D I I OTT- NOT INSTuIm 03 VDOT DI-3A (W/TYPE A NOSE) EVI ED PLAN SHEET C-2.0 M I I Z RIM gD RIM 529.12-524.59 [i46 �p^,^RJ RlN-5'E iJ 69E w M I 9 OUT 533.92(83-82) INV IN 51998(D41)3) 519.08 e pf✓m5J37s� a I 12 �F�MS� 11 I ® WO VDOT T-MH-2W/T-DI-1 INV OUT518.96 D3-D2)519.08 1•E1N N 3T1AX N I a] y U [PIN SET y TOP (DI-1 FRAME& GRATE) W/ CAR CRT D4 VIM 524.9 L=4. ��p LTH OF ¢g 85 I CATCHRIM BASIN INSERT BASKET e e RIM 524.79 64 4 D 5356i A2-B4) 535.92 INV OU�-�(DS-4-D3) 5 0. Cd.6 rt� INV IN 5i4.8}{D4-D3) 520.09 INV IN OUT94A.99(-LM)533.72 INV OUT533.58(B4-BI) 533.72 D5 VD0718"ES-1 W/VDOT EC-1 55 56 U 9 gy' e I 1 ® DOI (1.5 SY, CUSS ALL DETAIL I) 2f.5 a CON[. ALX Bl F - 1 12 V i V, RIM34398- 543.69 a ••�, WL I N INV IN52}2& 521.70 +a N0. 41B'3a ' 7 pROP INLET 84 I Ca'e DB EX. S8"FLARRED END 30.09.2015 INV OUT B5-B533.74 �i \ HW-SN.•2J(3 ,'PCP) JNV=5J5.82(J6fiCP) a Xqq INV OUT BS-B4 $j3,74 S'lONAL p a• INP= .72(2- 81PCF) `F I W ( ) JNVOUT512.76 5'BVDOT T-MH-2 e / '� °a•RCP ® RLM--5�1. 9 i Q�z / I 99 T I 1q RIM535:36- 545.26 cape D7 RIM gAAFAA 531.03 UTILITY SPACE 63 -�,�`F NR01N \ c y O INV=556.26 Z&* PIN SET d o, INVOUT B6-BS 534.57 C46 VNv^"_ �c s I _ TPLUM ( ) INV OUT 525.99 (E%. 18" RCP) i FL15' F7tio 2(�� ; U' 3 PARKING 3 PARKING a•4E» / I $ i I INV OUT534.57(86-82)J r 3683 � 5j0- �' , \ �' I SPACES A2 R5 4 uN / as 3 / F7 12X6 FILTERRA UNIT W 25MALL v 0) _ 9 SPACES ,: IRR4:4NON 2 I C VD0T 18" E51 W VOOT EC / "AS -BUILT" ONLY OB• f Z \ 9 \ S o �U�, I SIGNby p e�p• _ SIGNBUD NpO' / I I I p I 1 (40SY,CLASSAl,DETAILI) 1 u5 CL, TREES(SEELANDSCAPE PLAN) 60 a 1 &SILL gRN'NO nlgN• BUD, SIGN I S TREES( (SEE O p : I I PS INV 53180 I 0 O T 0 ,ca \ pf. SIRJ / I NV OUT 537.25 (Fl-A3) Z \ 1 fIIB I I m I LOT 1-A NOTE: O_ W TH i \ O Ncx aLrazNc' x x x atuf I TRAN / v I o • 3 N q1'�+� OFA \ c�Loi -D.B. 4586, PG. 439-446 1. RIM ELEVATIONS ILLUSTRATED FOR CURB INLETS 15 THE ELEVATION ATTOPOF CURB ATTHE INLET. r I s P[E / In 2. BEDDING AROUND DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE TO VDOT DSB-1. 52 O ZNI� I M I c4. a<.. MICHAELL '� \ 1�2t7A ,Ap 9l� \ y LN9R PqE gy,•o 5 7 I I 3. INVERTS SHALL BE SHAPED IN ACCORDANCE TO VDOT STD. IS-1 (UNLESS SPECIFICALLYNOTED OTHERWISE). C535 Q aJ I > U wOLAM$ a \ c \ N \ e•TQBULL +�h ��J r 40.1' 08 I I �. I I I --- 4. PROVIDE INLET PROTECTION ATALL INLETS -SEE EROSION AND SEDIMENTCONTROL PLANS FOR DETAILS. Ca CLO EC Lk. No. ZO%6 t \ A �� \N \ Jrj. 3 m w .{ - n m 40'1 ,1 I ;AL / I I - - - 5. STEPS SHALL BE PROVIDED PER VDOT STD. ST-1 IN ALL STRUCTURES WITH HEIGHTS (H) GREATER THAN OR e ¢ a N \ \ �ja @ m S r \ E A W ,.. � 2g / I I au Lroa' w.s z w d tP S �'¢ M 2.6 6. NOSE OF ALL CURB STRURURES SHALL BE TVPEB UNLESS SPECIFIED OTHERWISE • L9SW Z _-ny04 f� � �� • A \ \ \ 7 \\� • R3 I a I I INGRESS @ EGRRES94 ( ). O i s u a' Si1RN T'- \� 'g,"� IX \ �T \ C3 \� 75,- �'JQp1,Lj�� ® Ra / - ;: I I 'V I PIN SET j U. z5oi p'. STORM SEWER PIPE SCHEDULE: T° 7MP 78-55D / / \ 2e-TJ INlw.w \ \ \ 1` ��/1 ""l:{'IA C aouwpprrJ ! I I I D.B. 2503, PG. 73-78(PU a \ 5 7 c o I 5 - F7 TO A7 26'-6"PVC(SUR 35)@1%MIN) C2 TO C7 27'-18"CLIVRCP@G.889fr 1.15E >;n PLAT SHOWING SUBDIVISION FOR �h m I S1AY I l - - - _ n INV UP 537.30; INV DN 537.00 INV UP53i.81 INV DN531.88 O N TAX MAP 78 PARCEL 55A4 \ a '` 1-STORY BRICK BUILDING ® IRRRIGNTIMI I A7 To Bi 35'-18"RCP@0.43% DS TO D4 10'-18"RCP@i9996 0.50E 2 THE LUXOR, LLC PROPERTY AND \ \ a 1:' 14.3' J1626 I vN.PE I l INV UP 535.80; INV DIN 535.65 INV UP521-28; INV DIN SaO 89 R/W DEDICATION FOR 7MP 78F-1-A I I a 33'-1a RCP@l.00% 31' 521.70 521.65 NORTH PANTOPS TOWNHOUSES, ices \ '�+ F.F.E: 543.27 I I A2 To B4 90.-18"RCP @9.99%-3,26E LLC PROPERTY ' \ \ ' - J I �I I i 0 0 1 D4 To D3 INVUPSi9-27; INVDN5ih9A _ / _(-Y INV UP 53600; INV DN 535.67 D.B. 3683, PG. 570-572 (PLAT) o `,�'�'?^ _-14i_-48RCP @a4556-0.86E 23' 520.09 519.08 NOW OR FORMERLY �� \ 10.2 sco. TC533.09 I r cM = B6 To B2 INVUP"'"'"' INV DN 533.56J ® TO D2 Y4. 18 RCP@3-BB96-0.87E LUXOR OFFICE PARK LLC o n 1 \ / 1v FL53260 I �" _ 53437 10\ / No INV UP 518.96 INV DN% 7R D.B. 3833. PG. 022 N ts• QO' 'L P532.74 a W of n 82 TO B7 60 -18 RCP @-1.8696 1.35E m I , G 47.5' N co o 71'-48 RCP@B.2°AF 0.46E .��- `+ 1K� ,,/ 264 � I n I i¢�n`"'ri ���--� 519.08 518.88 PARCEL ID: 07800-00-00-05500 i> ' 4n KSP V5'LB'V, �' / \ _' a R1 R2 0 I €" 'a w �J V UP 533 56; INV DIN 533.39- D2 ' D7 �j \ Zf ,eo INV U. 53868; INV DN 518.05 ZONED: PDMC AC1 c• s,� 00�9. \ (/ \ , ; 's s_ PIN SET I I o B6 7o B5MENOMINEE _ `23 RR,: NVUP�%;INV N5}2&2- R7 TO 518.38 STORE ... . 533.74 ., { ( r 29.70 I I - - - _ - - BS TO ® 52 -48 RCP @8.2596 0.04E R2 TO R4 41' - 8" PVC @ 1.04%(MIN) #3187 GRADING AND DRAINAGE 3a 8 •� o�z N I - NVUP533$2,INVDN5336A F$U $U6 \ \ J .. C2 .{ mlrx'SE I 1774 24s-4533.72 8 RCP@9.2596 .40% R3 TO R4 @1.04%(MIN) B4 TO B1 20'-8"PVC CALL -OUT NOTES: _ C2 PIN FOUND ;; ... TC530.06 E� IIXISBNG IXA� $ 20' AC. INV UP'4+.69,, INLO V - �, \':: F1529.94 - 1°" 15' p EWp1 ON 5-& PVC@l.oa%(MINI AlbemPantoarle Drive 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO i'/ ..✓ \\ °'j, \ {Rjy�. Q)9LUM P529.18 z TDB 18 EASEMENT N�-1CP@1.02E 3 EXCAVATION. SHOULD A CONFUCT EXIST, NOTIFY ENGINEER. ,.�,•% {,\ \ �., Lum P6293y D.B. 7 7, D.B. 1098, PG. g C3 TO C2 DP53 ROP INV O%-1.02Z R4 TO ����p _X\ Virginia ... \ ? H / S. r.\ ` P529.28 'pg� f D.B. 1890, PG. 137 533.38 532.15 R4 TO® 5'-8"PVC@1.04%(MIN) 9 2. PROPOSED OVERSIZED HDPE STORM SEWER PIPING NETWORK AS 5V"'- STORMWATER MANAGEMENT FACILITY (SYSTEM B). i ' Ems / / \ - - "' f15ffi90 TC529.79 n� F-n 143(PUT) NOTE: u•wKc-RL4n SON �/ Ft519.54 1 30, ----- Q COUNTY APP. NO°: 3. STEEP SLOPE AREAS, STABILIZE STEEP SLOPE AREAS WITH LOW \'�"" \\ `{ \ m -D S FRDOT SPECIFIED LENGTHSOFPROPOSED RCP STORM DRAIN INDICATE HORIZONTAL DISTANCE FROM CENTER OF A \ _ _ _ wp 33uCRGUM ra�R 9g D.B25pj�- STRUCTURE TO CENTER OFSTRURUREROUNDEDTOTHENEARESTWHOLENUMBER. ` `' SDP201400018 MAINTENANCE GROUNDCOVER IN ACCORDANCE TO ALBERMARLE /\ -°' EXISTING C L OF 10' VA ^ Y - COUNTY CODE- SEE LANDSCAPE PUN. /• /' \'r:'rr:'. \ �N P528.00 7� F7528.29 $m I I6(PUT) PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35(FOR PIPE SIZES B"THBU 12"), PVC STORM DRAIN PIPE 72 /' .... C7 m 4 1 TEIE k T PH. CO. ESMT. J 4. STORM SEWERCLEANOUT-SEEDETAIL. e '',�n NG \ TC D.B.469, PG.47 FL528%/ TC527. - _ WITHA6"OR SMALLER DIAMETER SHALL BE SCHEDULE SO UNLESS SPECIFICALLY NOTED OTHERWISE. HDPE 1 SHEET TITLE Ci.] 0KB_,"cUQB ` ;-T-T-T-T-T ML p528.99 R526.B9 - _ PIPE SHALL BEADS N-12 DUAL WALL PIPE WITH WATER-TIGHTJOINTS. O GRADING AND c S. PROPOSED RETAINING WALL(TYP. OF 2)-SEE RETAINING WALL / / 5 TDy / SY a _ _ PLANS ([-6.OAND C-6.7). / 2d 1g15.a'• 1 :.;.;!.: / ° sco. 51- �- DRAINAGE PLAN / U.S. ..... { PIN FOUND 83 TC525.90 - __ 6. SAWCUT REMOVE EXISTING PAVEMENT PER VDOTSTD. MP-2. 65 { °': / NN { I N 41'15'31° W 141.25' 7C52579 N33' FL52543 g°S( --- - / cab N :' / 10• \ 4 11 S 'w P524.98 ---- LUTE 1 7. PROPOSED BUILDING, PARKING LOT, CONCRETE DRIVE-THRU { IXL511NG C�L CO, ESMT• { N IXISIING 15' CENTEL EASEMENT109DUSTING CO.E R525.32 - ACCESSLANE, RETAINING WALL AT DRIVE-THRU ACCESS UNE, AND 8 BTGPH• \ 4 ( D.B. 1132, PG. ,09 CENB. 1 35, . EASEMENT p525,37 '-� - rary PIN SET PIN �- ----- P 2 1JUTE TE1E, pG. 293 _ SIDEWALKS SHALL BE SUPPORTED BY FILL MATERIAL PRIMARILY IN T C 0,0. ` s� 1 D.B. 1138, PG. 467-469 D.B. 1135, PG. 60 b: 6fi - SET --- Tg d I' I \ d J2g (S.H.P.B. XI, PG. 104) 5..-.r TG524 - J�.^ + 2 (MAX) EXCESS H 8. SEE FILL MATERIAL NOTE (SHEET C-5.2), Wy11NG EM33T1 (Aps4J R•g ADGA TC524.93 FL52467 761E CC \-?-24�'�r-.G - _ _ > �� _ REAININGICALLPLAIN FORFILRING LMATEBY RIALRE REQUIREMENTS. CSASEWEB p4 I L 05249 V 4'21 OFVA awry T G --_ ~-1 DWG EDITION 9.1 ' RETAINING WALL PLAINS FOR FILL MATERIALREQUIREMENTS. _ 20' p8 1Oi6, PC'• fS7L7 P p�4 D3 (0 CO �: -' 130LF@±O.70% 7 SHOULD ACONFLICI'EXIST, NOTIFY ENGINEER. QUALITY CONTROL 11 D �/ 0 �DS 4u �4 D2 `` �, DNG \`Grv��� a P W/ VDOT DITCH -1)UTE MESH ISSUE DATE: g- _ 3S INSPECTORASSIGNED BYOWNER SHALL BEONSITE DURING CENIEL EASEMENT � 1B^ pC DB P52T.72 IXIN F i PLACEMENT OF FILL MATERIAL �� VRDTH 201 16W-- �_--W _ _ _____ _ - _ TC524.51 �B B. , EMS G 2�1 ;T: 0250-002-105, RW- ) AWN -W ___ ___ 4.63 D4 `� �7g BEM ry--.-carv--- °� N.T.S. 8. PROPOSED PERMANENT GRADING AND MAINTENANCE EASEMENT 653R.P I570 C53D.12 052923 fe'N� -�,- "DZ - F� FI523.95 p524�g �405 SDRAL POLE 2B2 D1 T -2 Job No. :22100 TO BE RECORDED -SEE LAYOUT PLAN. TC52445 TPo- >:.: C527.,--FX.CgIC51W i6'.;: -- --- -- 7-4-TFO_---IIP�\ ' --_� 1 ;� I-.._ T J Store : 03187 9. SIDEWALK RAMP W/HANDRAIL -SEE DETAIL, SEE GRADING �-- -" LEGEND (THIS SHEET). IXMKS/W 16. ey cs29.10 „`�� Date 10. PROPOSEDLUXORROADEXTENSION(PRIVATEROAD) - SEE PUN C630. T-�^ " 7C523.24 16WWACSA) O4 21 15 SHEETSC-5.0 AND C-5.1 FOR PROFILE AND PAVEMENT MARKING W °ra24.43 R523.02 P5223p----B'- .w 1 gL6 ___=JFD- � _.[_-Z6 IF XIkUZ17 INFORMATION. SEE PUN SHEETS C-T.I THRU C-T.3 FOR ------""-"' TCSN.BB TO6�•DD TOS�•17 TD�7-'2B FU0.92 1C5�•BI f �S/� ,,`,, � J MV�512.Is SIGNAUZATION REQUIRMENTS AT INTERSECTION WITH RICHMOND '� F'LS�A3 R526.50 FI527.66 F15T6•BI TC52&" ,y R323"T2 ra2J 2D Xz -- LI FL524.92 • CRO6S - �-_ Drawn By ------ D7 5210.32, P526.B5 P5D% Fl5P524M ra212, R52. 1I1N �K txIXvxs l 4- _-- _ -IX�S• M Checked By: I'18CD ROAD, SEE SHEET[-i.4 FOR TEMPORARY TRAFFICCONTROLPLAN/ TC531S/ p�D S3 P52496 y2 F7572.78 POIF W. V00T TRAFFIC 2 --� l 1 9 i DETAILS. F191.16 R CONRtOL BOX(1C6I 712. REQUIRED FILL BETWEEN STATIONS 11�95.74 AND 12.79.99, As - 11. APPROX.LIMITSOFDISTURBANCE.� UNA�C MOI�/p' 1 1 Sheet STA p� �j� k WELL AS THE FILL BETWEEN STATIONS 13+27.3]AND 13+46.1915 '(\� JUTE � WIDTH P 2�/L•i S _ ANTICIPATED TO EXCEED 5'. SEE LUXOR ROAD EXTENSION PLAN I JUTE DB p�C,, 109, DD�C R/W) AND PROFILES MA I ON (SPITS. AD SE C-5.1) FOR TSTATIONS 12 �vpp B. 1136, PG, � INFORMATION AND ROAD SECTIONS AT STATION512+20, 12+40, - ? ti_5' dl T PROJECT: 02,5p_00' 353`_� 12+70, AND 13+40 2 2 (MAX) (S.H.P.B. XI, PG. 104) RW-201 aria• AsJ6.a 2 0 20 10 0 20 40 32LF @ 34.1% a,Nj�gp7 IIp W/VDOT EC-1 JUTE MESHIT -sizJ7 1E DITCH D6-D5 ..NScale in Feet 1 inch = 20 ft. TIN I I NT.S. 12 MARKING SPACES 12 ARKING SPAC S 54 Cis 54STANDARD [-0.5 VDOTST-1 STEPS STD. B-1 OF 48.0 HOPE PIPE TO 6.0 ORIFICE OPENING IN WEIR WALL L Z COVER. --- �1•M RIM ELEV =4449 7T SECTION A -A r STO. TMH-2. FLATSLAB 80 UNIT PER C-0.B VDOT STD. R-2 OF 48" PIPE TO INVERT OF 6° 0 ORIFICE. MAINTAIN I' SUMP BEYOND WEIR WALL BOTTOM ELEV.= 532.20 STEPS u SECTION B-B AtDO t5'-74" C D b \WWIDE WALLCONSTRUCTED D INSIDE VAULT AS ILLUSTRATED. O D SEE SECTION S-B & SECTION C-C Nn (THIS SHEET) BETWEEN WEIR WALLAND OUTLET). COVER. SECTION C-C (SECTION AT WEIR WALL) PLAN VIEW NOTES: 1. STRUCRJ RE SHALL BE PRECAST. SEE VDOT ROAD AND BIRDGE STANDARDS PG. 103.02FOR GENERAL NOTES- PRECASr. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. REFER TO VDOT STANDARDS FOR DE TAILS NOT SHOWN, SEE DTL 80 ON SHT. CAS FOR ADDITIONAL NOTES, ETC.). 3. BACKFILL IN ACCORDANCE TO VDOT SM. DSB-1(SEE DTL 52 ON SHT. C-4.5). 70 STRUCTURE C3 DETAIL (MODIFIED T-MH-21 G61 ELEV. PLAN NOTE NOTE 4) (SIZE TO MATCHrMAIN). SECTION A -A SCALE: V=2.6 AND SECTION B-B. AND CLEAN -OUT ADAPTER (SPIGOT); SEE NOTE 5 FOR MATERIAL/SIZE. ELEV. -SEE PLAN); SEE INSET A NOTE 5 FOR MATERIAL/ SIZE. 11" 1116" TYP �F 9- g� r STD. T-MH-2. MONOLRHIC BASE e UNIT PER VDOT STD. B-1 18" TOP OF WEIR WALL ELEV.= $36,75, 12" WIDE x 5° HIGH R PE WEIR WALL INV.= 686.49. 535.24 WEIR WALL 88.45. 533.38 INV.01-T=488,26-5M.38 MATERIAL AND CAPPED WITH HYDRAULIC CEMENT GROUT. � Z NOTES: PLAN SECTION B-B 1. ALL JOINTS SHALL BE WATERTIGHT(WR), 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 ATANY CHANGE IN PIPE MATERIAL. 4. RIM ELEVATION IN GRASSED AREAS SHALL BESET I"(2) ABOVE FINISHED GROUND. RIM ELEVATION SHALL EQUAL FINISHED GROUND IN IMPERVIOUS AREAS. 5. PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 3S(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"4" 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. W W 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 30.CASTINGS SHALL BE OF UNIFORM QUALITY, MANUFACTURED TRUE TO DESIGN AND ALL COMPONENTS SHALL FITTOGETHER 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 GRATE. 8. ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF I/8"2. 9. ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING STANDARD INDUSTRY PRACTICES MICK TO SHOP APPUCAPON OF ASPHALTIC COATING BY DIPPING. 72 STORM SEWER CLEANOUT DETAIL NOT TO SCALE PLAN VIEW DramPev r8 Calh Basin SWMF MAINTENANCE PROCEDURES COVER. 510.88 PINT ELEV.=444.80- TYPE'a TOWER PER $1 iv VDOT STD. JB-1 [-0.8 8" 6• JUNCTION BOX „ PER VDOT STD. STANDARD J6.1. 5 VDOTST-1 D STEPS v 8' 72" 'ROP. 1&0 RCP PIPE Al-B1 (BEYOND) PROP. 48'0 HOPE PIPE PROP. 98'0 B2-B1 HOPE PIPE (BEYOND) B4B1 SECTION A -A NOTES: 1. STRUCTURE SHALL BE PRECAST. SEE VDOT ROAD AND BIRDGE STANDARDS PG. 103.D2 FOR GENERAL NOTES - PRECAST. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. SEE VDOT STANDARD IB-1 DTL FOR ADDITIONAL NOTES, ETC. (SEE DTL 81 ON SHT. C-4.8), 3. BACKFILL IN ACCORDANCE TO VDOT STD. DSB-1 (SEE DTL 52 ON SHT. C-4.5). 71 STRUCTURE B3 DETAIL (JUNCTION BOX) [i'7 INSTALLATION VIEW Drawing Notes: 11 OmltAecTM, 21 aresewaTM Irelellln dmpinetlypel not enr anasting fifter been dstn twin real(gia,dN neH) on thexu'dwrelid balms,cerame al The heavy a ss as M1aW me0sls,petroleum M1yamrsrbans,sedimeMs,4esb and tlebae SCALE: 1"=2.5 3 Stainless Steel Fmme 3M/11IG 2' Angle Filter Liner i)Overflow Sypam (edisonly) PVC Mesh Thidmmdd- OmIN Opening Slse=�mm 2)FIIWrClo1h (bottom only) Nonwoven Polypropylene Mass/unit Aree=4.0 oelsq yd Thickness-03 rolls (1.imm) Flow Rate=140 Gallmin/sq ft Support Basked Integrally Formed! Biaxial Geoddd Ultimate Tensile Strength=850111idt EXPLODED VIEW U II1 STORM WATER INC t Basin (Drop Inlet) Style 14000 E.Valley Blvd City of Industly,CA 91746 LDS Angeles:(877)717.8676 San Diego:(866)440-2790 isW w.unitedstonnwatenwinn *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 SECTIONINSPECT MONTHLY' INSPECT AFTER EACH RAIN EVENT: 4.1. AT STRUCTURES Al, A2, AND C2, REMOVE ANY BUILT-UP SEDIMENT FROM - REMOVE SEDIMENT REGARDLESS OF OBSERVED DEPTH, A MINIMUM OF ONCE DRAIN 1. VISUALLY INSPECT FOR TRASH AND DEBRIS IN AND AROUND UPSTREAM DR INVERTS OF STRUCTURES. YEAR, BASINS. REMOVE DEBRIS AS NECESSARY. 4.2. AT STRUCTURE Ft, CAREFULLY REMOVE TREE GRATES AND REMOVE ANY 2. REMOVE SEDIMENT FROM ON -SITE STORM STRUCTURES. 2. VISUALLY INSPECT GROUNDCOVER. CUT GRASS/DRESS-UP PLANTING BEDS AS TRASH/ DEBRIS THAT MAY EXIST. INSPECT PLANTINGS IN STRUCTURE -IF MAY BE REQUIRED. DEADIDISEASED GROUNDCOVER SHALL BE REPLACED AS HEALTH OF PLANTINGS APPEARS TO BE DETERIORATING, NOTIFY REQUIRED. MAINTENANCE CONTRACTOR' 'NOTE' - AS PER THE MANUFACTURER'S RECOMMENDATIONS, ALL REGULAR MAINTENANCE SHALL BE PROVIDED BY INSPECT MONTHLY: THE MANUFACTURER OR MANUFACTURER APPROVED CONTRACTOR t. FOLLOW MAINTENANCE PROCEDURES OUTLINED IN SECTION'INSPECT AFTER (FILTERRA MAINTENANCE PROCEEDURES- BELOW). EACH RAIN EVENT A MINIMUM OF ONCE A MONTH. FILTERRA MAINTENANCE: 2. CLEAN CATCH BASIN INSERTS. A. Each correctly installed Fillerm® unit is to be maintained by the Supplier, or a 3. INSPECT DETENTION SYSTEM FOR BUILT-UP SEDIMENT. Supplier approved contractor for a minimum period of 1 year. The cost of this service 3.1. AT OUTLET CONTROL STRUCTURE (STR. C3), REMOVE MANHOLE COVER: is to be included in the price of each Fillerza® unit. Extended maintenance contracts are available at extra cost upon request. 3.1.1. REMOVE MANHOLE COVER. 3.1.2. AT SUMP OF OUTLET CONTROL STRUCTURE(I.E.OUTLET SIDE OF B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits areINTERNAL WEIR WALL), MEASURE DEPTH OF SEDIMENT. scheduled seasonally; the spring visit aims to clean up after winter loads including 3.1.1. IF SEDIMENT IN SUMP OF OUTLET CONTROL STRUCTURE IS AT ORABOVE salts and sands. The fall visit helps the system by removing excessive leaf litter. 3" REMOVE SEDIMENT FROM STRUCTURE. C. Echmaintenance visit consists ofthe following tasks. 3.1.2. REPLACE MANHOLE COVER.3.2. CU AT OTHER STRUCTURES ALONG DETENTION SYSTEM (LE. STRUCTURES 81, 1. Filtermounitinspection 82, B3, Ed, BE AND 86): 2. Foreign debris, sik mulch & trash removal REMOVE MANHOLE COVERS 3. Filter media evaluation and recharge a necessary3.2.1. 4. Plant health evaluation and pruning or replacement as necessary 3.2.2. MEASURE DEPTH OF SEDIMENT. 5. Replaeementofnmlch 3.2.3. IF SEDIMENT IN STRUCTURES IS AT OR ABOVE 3" REMOVE SEDIMENT. 6. Disposal ofa8 maintenance refuse items 3.2.4. REPLACE MANHOLE COVERS, 7. Maintenance records updated and stored (reports available upon request) "AS-BUILT'r ONLY D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at die time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which conedimte(s) an integral part of the bioretention technology. 5200 Buffington Rd. Atlanta Georgia, 30349-2998 KTH OF 0 S M. N U Lb- No. 41830 10.09.2014 ��70NAL do aC: lne D O co ll w Q • rNa 55 I: O =mn C) � °>'� C Z4 LL t7D= Q ut i Qa� Zw3Nv • SSW O o` IWO:I D^1 DC (u g m 2 Lr) #3187 FSU S06 Pantops Drive Albemarle Co. r Virginia 0 COUNTY APP. NO.: N SDP201400018 1 SHEET TITLE O STORM SEWER (V IS, BMP DETAILS 1 DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. :22100 Store :03187 Date :04 21 15 Drawn By H&D m Checked By: H&D /1^) Sheet ter• / Q C-4.7 iE i C 0 STM.B1 p �1 RIM- 54096 N N o- INVIN- 162-BI) UCTURALFILL INV IN= (B4-Bl) 533 mti i� UNDER DRIVE OUT- (Bl-C3) 533, REQUIR mm mINV E=�iz AISLES (TYPE n m ' PROP. FIN. VmNjIF 11 ZD W > EX. GROUND 0.86E O 71 IF OF 48"0HOPE @�•26%r -iM13 OF 48" H E 3i LF OF 49" 0 HDPE @d3596- (-0.73%) m oq m a m m N N MINE PLUG l STA CON 521.11 AT FI GAS 12+00 HORIZONTAL SCALE VERTICAL SCALE STA: 10+1 .31 2" C PPER, TYPEWDOP'IESTIC WATER SER OEma TOBUIL ING. WATELINET PASSOVER SANIT FLYm . SEWERMIN. 18"SEPARA ION/MIN. 3E'COVER (SEE PLAN FOR COT-0. W! , STA: 0+34.63 �H El EV. @ TOP OF CAP 542.25 0 ry TA: 10+01.2 "VENTIN STA: 0+55.25ANDSTA: 0+51.54 N R J. LCATION OF EX. FIB R-OPTIC TELECOMMSERI ICELINES. SHOULE ACTUAL LOCATION OF LINES PRESENT C DNFUCT, c CONT ACTOR SHALL CO DINATE GREASE TELL RELOCATION WITH FRANCHI UTILITY DR E-THRU f542.22 p OWNER(5)AS NE ESSARY. S EPLAN 6 AN H STA 3.25' 10+58.19 RI =53%.9S W w� m 5T :10+58.52 PROP fIN. EX. R/W LV ADE 2 W m O ( ICHMOND 9+ �3m ` ROAD) _ 2 Si� NN Z'� SN w ti'^'22�p�g 1 V=538.62 iz 22i2 JIM t6" OF d, IN 536.89 TOI SOIL TO BE EX. SAN.SWR I TERAL IREMOVED. o` %PPURTENANCESS IALL BE P EMOVED. PATCH ISTING EX. O� STA:30+06.24 RATION. PROVIDE UBBER GROUND TIEGREASE TRAP EFFIE D NON-SHRINKG OUT IN 41 PIP F-H. PROVIDE BU CCORDANCE TO EACSA PE ACSASTANDARDS DARDS&SP S. CO 4NECTION BEENEE MATERIAL INV=2536 NEW WATEF APPROX. LIMITS EC'TION TO EX. MA FILLAS REQUIRED INV.=315..0. PR PADS, RETAINING XIBLE BOOT(KOR-IF ATIGHT OFDRIVE-AISLES, ETET OR APPROVED ,00\ GEOTECHNICALRPER ACS CONCRETE i NCHOR RETAININGWALL T Gs'" PER ACSA. E N. SWR. BEPONO APPROX.) SHT. C-4.4). SPACING -NO MORE THAN 36' ao y r ry m< N 550 530 P (HOLE COVERS- 540 520 0.17 i38.89 0 538.72 530 510 �ENTTO SAN. SWR. HING/ADAPTER LS REQUIRED FOR I DISSIMILAR '1 n•en•• wis STRUCTURAL r^^'•"" 1NDER BUILDING VALE FNDNS, c -SEE PORT/SEE LANS. 520 11+00 10+00 _ SANITARY SEWER LATERAL (FROM GREASE TRAP TO EX. CLEANOLII PROFILE HORIZONTAL SCALE 1 "=25' VERTICAL SCALE 1"=5' "550 S40 530 . Ir N rn N n m ,am o �m ri 'u3 W STM. RIM 1 ¢ G m � m $� 540866 INV =535{{(Al-BI) 1 LL m _ INVINVI 539.39(B4-Bl) 323 STRUCTD ALFILL m INV UT---ra33 (el-C3 533.23 REQUIRED UNDER Q DRIVE m o z O a AIS ES (TYPE _o __ i,j ern a: mo O �4� .f-i rc z PROP. IN. GRADEE --4--T GRO ND ELF 52 LF OF OF 124' 040% O }23-LF OF 4 HDPE bz'SWr 48" 0 HOPE 48" Q HDPE 0.04E n m m m m O1 °1 10+00 12+00 11+00 STORM SEWER B6-131 PROFILE HORIZONTAL SCALE 1"=25' VERTICAL SCALE 1"=5' 30+00 550 i i vs�S 15 50 540 540 530 531 520 DA2TlV AMY DA2VM V" 616.00 STM.DS O ' g a $ m STA. 10+00 Q ',Ti (18"V OTES-IW/1.SS y OF OT EC-1 TYPE A)) c m NruiQ 1EF '^ IN IN=52i.2805-D4 �� 0 + ro n 521.70 0+ n , �� + a� z o,. z ^'m �hR22 » in�rcZ N v�i�_Z N N o m o o i E�i o p O O w m m PROP. FIN. c GRADE STM.D1 V U U VDOT ES-1 W/ 1.5 SV OF OF VDOT EC-1 TYPE IA) n y.l g6 INV OUT=538..B5 18.07 n m .LF 11 �OnH 522. FO '8R OF ax=z IE EX. m_ .2M. m 10 LF OF 18"ORCP 18 ORCP 60L OF 18"DPOP @sue p _+ @ ww 0.50% @ J 6% @ - .70% .87% d G m 517.80 r N 517.6 5 T FIL 1].40 DITCH G RE -GRADE 21 LF OF EXISTING Ho 11+27.07 FL=5 FL=518.00 GRASS-LINED IT L RE -GRADE 232 OF EXISTING STM. DI TOE . DROP INLEF=tO. %. 1CH. SLOPE FROM SEE PLAN. EX END SEC IO (STM. UP) TO US t4.1%. SEE PIA . m m N N N 10+00 11+00 STORM SEWER DS - D1 P HORIZONTAL SCALE 1"=2 VERTICAL SCALE 1 "=5' . III, • • _ • • • • • \ G ✓\�. ;E \ \T�cav� :i\ 1 �\�\l\i\\�✓\t'. ����\\ � • !- �I \Sri\`:��\i�i\���%\�\l�\\p\�\\!fie. �YO��\�.' 1Gti\���i1\� `�I. �\\ice'\i\ �1 _ ... Ali 1EEEEE 10+00 550 540 530 „ 11+00 VERTICAL SCALE 1 «ry STM.BI 1° RIM= 54D.B g�a iA IN- (B2 1.INV INV o Q INV 0 OU 4(B o IIo F¢�>> rr3zz PROP. FIN. G DE 35 LF OF EX. GROUND 18" 0 RCP 1.23% STA: 10+27.53 WAHDOVVN Al REFUSE IN (36" MIN. COVE) ROLL WA OVER STORM, P 1OVIDE NE BETWEEN PIPES ATCROSSI (SEE PLAN FOR I ON'T). � m m m N 12+00 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), PERIMETER OF BUILDING ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, ONLY SELECT FILL MATERIAL 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 DI883. WITHIN PAVEMENT AREAS (AREA TO V 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 MATERIALTO 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. 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. 1) 533.81 1) 5W23 1) 53323 -C3 53323 LIN LO ELL PRE 3. D01 BI ROL BET 1; nn o�mm o ma 2 Q�» I?O p+0 ZO V~l u~i2ZZ v1 rc ZZ zz PROP. FIN. ITI GRADE GROUND i 33 LF OF 18" 0 RCP i PAN 1.03 STA: 10+05.36 iPPER, TYPEW 2"00 ILDING (36 MIN. COVER). WATEUNE OVERSTORM. PROVIDE EOPRENE PAD EEN PIPES AT CROSSING. (SEE PU N FOR CONT). ry ry m 550 530 rr 10+00 STORM SEWER A2-B4 PROFILE HORIZONTAL SCALE 1"=25' VERTICAL SCALE 1 "=5' r o MICHAEL L L.ic. No. 2076 Lq� SURVo � YL "AS -BUILT" ONLY 525.0 MG loom*%. LO r O N C) CV Veee 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: mark D& ft C-Ol 03.05.2015 H&D W6EDPLW HEETS: C-1. Cd.O C-3.0 C- 1 C4.1, C-S.O,R ,C-T.2, Gi., 1.0, ANO PS7.0. C-02 03.25.201S H&D C-03 03.27.2015 H&D N/A 03.30.2015 H&D 'FDR CONSTRUCTION' PENS TO BUZZSAW. C-04 04.24.2015 H&D REVISED PLAN SHEET C-T.4 N/A 06.18.2015 H&D REVISED AN LSN-1.0. A 07.14.2015 HIM REVISED N SHEET ES-1 N A 09.29.201I H&D ED PUP; ET NIA 10.07.2015 H&D C-05 30.09.2015 HIMD REVISED PLAN Sliffrf-2.0 MEMO TH OF lrr�c 4 p A S M. > Lic. No. 41630 10.09.201�5 �`r55Of1AL V L OJ a=� W � K n It' a Z 5ry a 1 106 O mar L ZNr p N> L7 � Z_y• (lax<V 06 1_ QdN zw3�a e wwuW O N 0 L� L � r tw7 /ry li p 2 > Om d 2 L/) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TnE STORM AND SANITARY SEWER PROFILES DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. 22100 Store : 03177 Date : 04 21 15 Drawn By H&D Checked By: H&D Sheet C-5.2