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HomeMy WebLinkAbout25-20 Site PlanREZONING NO TES (CASE# 03-- 03 General Development Plan The development of the subject property and the submission of any Master ORvelopment Plan shall be in conformance with all pertinent County regulations and shall be in substantial conformity with the Generalized Development Plan, dated June 20, 2003, sheaf 5 of 5, which is attached hereto and incorporated by reference. Street Npro vements The applicant shall design and construct all roads on the subject property consistent with the County's adopted Round Hill Land Use Plan for the area, and according to uniform standards astablishedby the Virginia Department of Transportation (VDUT), and as may be provided in these proffers as "illustrated on the Generalized Development Plan which is attached hereto and incorporated herein by reference. 1, On U.S, Route 50 a new intersection shall be creafed to allow the relocation of VA Route 803 and to allow the intersection with a major collector road serving the WWW site, Work invol ved with this item to include left turn lanes on U, S, Route 50westbound lane and eastbound lane within the median and right tura lanes onto Route 803 and the major collector (WBO. The intersection to be spa ht confralled. The design for Route 803 relocation to be provided by owner. it is anticipated ated that the Route 803 relo{anon will be supplied by VDOT finding. The applicant will be responsible to insure that funding is in place at the time of the inifial site development phase of the project since the Route 803 relocation is a requirement for initial operation of the commercial center. See item 11). Z On U.S. Route 50, a new travel lane to be constructed on the north side of the Westbound lane from the termination of the VMC fdedrange% proffer to the western limits of the WWW, LC site. See item t2). 3. Two unsignaUzed intersections with U.S. Route 50 to be constructed at existing crossover points as shown. This includes all work necessary to upgrade the crossovers to VDOT standards. See item 13)• 4, A major collector road with S lane connection to U.S. Route 50 and extending approximately 2960' to connection with the major collector to be constructed by the Winchester Medical Center. The time and phasing sequence of this road will be determined at the time of Master Development Plan approval, See item (4)• 5. On VA Route 37 an additional travel lane with transition shall be added to the northbound on ramp in order to accommodate the dual lane left turn on U.S. Route 50, eastbound lane constructed by WMC. Transportation items 1, Z, 3, and 5 shall be constructed during the initial site development phase of the project and shall be either complete or bonded for completion prior to issuance of the first occupancy permit. In the event the Winchester Medical Center has not constructed items 1 through 6 obtained in their proffer on April 3, 2003 las approved by Frederick County Board of Supervisors) then WWW, L.C. will cause this construction to proceed simultaneously with items 1, 2, 3, and 5 above so that all Route 50 and Route 371mprovements contemplated by both of the proffers will be completed prior to the issuance of the first occupancy permit at WWW; L. 1. The applicant shall limit entrance connections onto U.S. Route 50 to three connection points as shown on GDP. The applicant shall prepare a traffic generation estimate for uses established by the Site Development Plan to be submitted for initial construction approval to the County. The combined trip generation tADT1 shall not exceed 15,000 TPD (average weekday volume) without further approval by the County. The actual )rip generation from the project shall be measured by the WWW, L.,C. Management annually from data collected in May with results due on July 1 of each year, and be a variable for review as individual site plans and subdivisions for future uses are submitted for review b VDU(and the County. combined The c n d traffic im aft far the 70 acre site is not o exceed 15 000 D y y p t e TP 1 average weekday volume} when current actual counts and proposed counts are added for cumulative total If the cumulative total for any site plan of WWW causes the fotod to exceed 15,000 TPD then it is agreed that the applicant shall not file additional site plan applications until the County is satisfied that adequate and manageable levels of service will exist on state or internal site roadways. The SiC code system and the ITE shall be utilized for the subject projections, The applicant shall preform. an updated T!A of the project intersections on U.S. Route 50 and of the Route 501 Route 37 interchange when traffic generation from the 70 acre site reaches 15,600 TPD (average weekday volume), The county may revise this 15,000 TPD limit upward without modification of this proffer agreement, should results of the TiA show that additional loading is appropriale Historic Preservation The existing home 1#469) to be characterized by historical report prior to removal. . Landsra e Design features The development of the subject property and the submission of any Master Development Plan shall include the following landscape design feature provided in these proffers and as illustrated on fhe Generalized Development Plan dated lune 10, 7003 which is attached hereto and incorporated herein by reference. A fifty foot 1507 landscaped green strip along the U.S. Route 50 frontage portion of the site including an 8' hiker/biker trail. luternaf parking, frovelways, and commercial structures shall not exceed closer than 50' to front right of way line on US. Route 50 Inset of the GDP )sheet 5 c 51 is an illustrative detail shown for the purpose of establishing a standard of quality to be implemented upon final design. - A ten foot 001 landscaped buffer area along the northern property line landscaped with white pile evergreen trees or an equal plant species, with white pines to be a minimum of four feet f41 in height when planted and planted at ten foot (107 intervals 06). On Site Bevelopment All structures shall be designed to meet the following standards. 1. Materials utilized for the facades of the buildings shall include bat not be limited to concrete masonry units ((MUI brick, architectural block_ dryvit, or other simulated stucco IEFIS), real or simulated wood and/or glass. 7. All buildings within the development on the property shall be constructed using compatible architectural style and materials, and signage for such buildings shall be of a familiar style and materials, 3. All buildings on the property shall be developed as a cohesive entity, ensuring that building placement, architectural freatment, parking lot lighting, landscaping, trash disposal, vehicular andpedestrian circulation, and other development elements work together functionally and aesthetically. 4. A single monument type sign shall be utilized near each project entrance itotal of 3) to describe infernal features. Sign height shall be limited to 20' within the 50' landscape area along U.S. Route 50. individual signs to be allowed per ordinance requirements to announce individual uses. On building signage to be the preferred sign type for individual uses. No other signs shall be located within the 50' buffer area. CONS TPUC [ION. DOCUMFN TS S/ IF PL AN NUIVBFP#25- 20 Proposed Tructor SLI y Wu/mort Drive Winchester, Virginia Guinesbor.o Magisterial District Frederick County 11g, DEVELOPMENT DA TA ZONING ADMINISTRATION APPROVAL DEVELOPMENT NAME: TRACTOR SUPPL Y 5TREE T ADDRESS: _ WALMART DRIVE WINCHESTER, VIRGINIA DE VEL 0[i�f�/DD�D�❑ T �/ OWNER SIGNATURE PARCEL NUMBER: 52 A E V ! ! 1 i l l 1 ! 1. I! V �V 1 V 1 1 INSTRUMENT., INSTRUMENT08-0007956 NAME(PRINT) ZONING DIS TRIC T(SJ: 846£NERAL BUSINESS DiS TRiCT Priln a X Pr o p e r f i e s, L L C R£ZONlNG CASE#03-03 A f ! 1 1, Adam Se f ! i� e r APPRUVAI DATE PREVIOUS[ Y APPROVED SITE PLAN: SP #26-04 SITE PL ANiS VALID fOR A PERIOD OFFIVE 15) YEARS. MAGIST£R1AL Q15TRICT: GAINESBORO /100 E. Morehead SIreof TOTAL SITE ACRES: 215, 9985F (4.96 ACRESI / DIS TURBEDAREA., 1439005F(3-30AC1 Charlotte, NC 28204 WINGS ,, �ylr� LA TI TUBE & LONGITUDE•• N39.193846, W-78.107478 704-954-7224 / Q I / INDEX of DRA Y!v I V U J INSIDE TOWN LIMITS: NO / 0`� — 954 — 7224 EXiSTING USE; VACANT asellnerrlrnax r.oP ertleS.CoIn Co.0 COVER SHEET PROPOSED BUILDING USE: RETAfL �P STANQARD INDUSTRIAL CLAS51F1CATION: 53 C0.1 GENERAL NOTES WATER/SEWER: FREDERICK WATER . D 1, 0 DEMOL 1 TION PL AN V HUC: 020700040902 P 1D PROPOSED BUILDING AREA: JL C1, 0 SI LE PLAN VESTIBULE. 297 SF 1 R®1'UR 1 �1J 1_rL� qq q r q �} SALES AREA: 15,176 SF 9 C i, r GRA DiN�! & Df� A INA GE PL A N OFFICE CORE: 668 SF q STOCKROOM., . 2,515 SF C12 2 UTILITY PLAN STRUCTURAL WALLS: 365 5E C1.3 VT ILiTt DETAILS TOTAL AREA: 19, 0315F [ J y� Cl V I L ENGINEER GI 1 V EE!D l FENCED OU TO0ORDi5PLAYAREA: 15, 000 SF LEGEND OF Sl 7 ANDAII❑ D SYI'IBOLS C1.4 CONS! RUCTION DL_ TAILS > LIGNT POLE Q HORIZONTAL CONTROL POINT ! MAX. BUILDING HEIGHT 35 FT POLE +J+f- WY Triangle e Site Design, PL L C /� TELECOMM. APPARATUS } TEMPORARY BENCHMARK C �, S S T ORI �W A TER U f� E TA iL S BUIL DING HEIGHTPROPOSED : 29`-61, ELECTRIC APPARATUS ®R WELL BOREhV7Lf 4004. Barrett Drive. ® MIN LOT AREA: N/A GAS ANYNL r Q SANITARYMANNOLf ® BaR1EDCABLE MARKER C 1.6-1 PHA SE I EROSION & SEDIMEIU T CON TRO[ PLAN MIN LOT WIDTH•• N/A 11 CLEANOUT SIGN LARGESiGN J Suite I S y SEPTIC TANK lel TREEL INE 10 C1,6-2 PHA SE 2 EROSION & SEDI MEN r CON TROL PL A N MINLOTQEPTH.. N/A M CATCH BASIN FIRE&ORANi j 27609 q FRONT SETBACK 35FTMINOR STREET Ip OUTLETCONTROL STRUCTURE � wnrFR vALvf Ra 1e 1g` ', NC C I, 6A EROSION & SEDIMEN L CON TRO[ STANDARD NOTES FRONT SETBACK PROVIDED. 36' (RETAIL BL VDI, 211' (WALMART DRiVE) d srDRML1RAINr TION uT. M wABAC61OWTER (919)553-6570 B fLARMORAIN GEPIP ® FIREDEPT.CONNEC ION C 6L EROSION & SEDI MEN T CON TROL S LA NDA RD NO TES REAR SETBACK. N/A � SiORMORAINAGEPIPf � F1REDfFT.CONNFCTlON Ta XISTI&6CONTTOUR EmlowdepotPlQnglesitedestgn,com SIDE SETBACK NIA ------- TOP OF STREAM ' — PROPOSED CONT OU FLOORAREA TOLOT RATIO(FAR). 0.088 BDFFfRL1M1T TELEPHONEPfDISTAL C1, 6C EROSION & SEDIMEN T CON TROL STA NDA RD NO LES MINIMUM LANDSCAPE AREA: 15% OF LOT OFF- 5TREE T PARKING. IMPER VIO US AREA SUMMARY b C1• LANDSCAPE PLAN DN-SIAREA =115998SFf4.96AC1 7 OF 2 BOUNDARY SURVEY PARKiNGREQUIREMENT: 1SPA CEPER 200SFRETAiLFiOORAREA BUILDINGS 19,037 s>: 0.44 ACREts! 8.81 XofAREA TOTAL REG UIRED. 76 115,176SFSALESFLODR/100) SIDEWAL!( 8,415 SF 0.19 ACREfSI 3.9a X1JFAREA TwRh IAN GO` L E PA VEMENT 66,955 SF LS4 ACRE( 5) 31.00 X OF AREA SITE + �j 7-q L+ C+ T /�+ 1�7 ] f TOTAL PROVIDED: 95 OUTDOOR STORA&E(FENCfDOUTDOONV15PLAYARFA) 15,000 SF 034 ACREIS) 6.94XOFAREA � 1 i DESIGN G lV L OF 2 BOUNDARY SURVEY PARKING SPACE DIMENSIONS, 10'x 20` MIN EX15T1N6PAVFMENT (WALMAR T IGADING & WA L MA 9 T ORI VE) 27,070 SF 0.61 ACREN) 12..53 X OF AREA TOTAL IMPERVIOUS AREA 136,471 SF 3.133 ACRE(S) 63.18 X OF AREA 1 ACCESSIBLESPACES PROVIDED- 4 7 OF LIGHTING PLANGREEN/OPENSPA CE 79,517 Sf 1.626 ACR451 36.82 %OFAREA LOADING AREA: 1 PROVIDED INCREASE INIMPERViOUSAREA : 109,401 SF Z51 ACRf(S! 0 Q W H CONSUL TANT•• Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 (919) 553-6570 . mlowder@trionglesitedesign.com OHATTHEWEOWDER �R A OWNER/DEVELOPER.• Primax Properties, LCC Attn. Adam Sell ner 1100 E. Morehead Street Charlotte, NC 28204 704.954-7224 asellner@primaxproperties.com TMAX. PROPERTIES, LLC Drawn Z) Approved Q i 001057 o Q August 5, 1020 cis CO VER SHEET Q � Q W QJ d � This document, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client or which if was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC, Drawn Checked Approved i 001057 Date: August 5, 1020 Title CO VER SHEET d � Drawn Checked Approved Project No. 001057 Date: August 5, 1020 Title CO VER SHEET sheet No. . 0.0 . Uj z ..j.0 U) 6 Q H 0.0 C/) . i S z 1.- 14 e4 , CONSUL TANT: Triangle Site Design, PLLC 4404 Barrett Drive, Suite 101 Raleigh, NC 27609 (919) 553-6570 inlowder@trionglesitedesign.com �4tPLTH of 11 O �111.� n , � x MA T THEW E. LOW DER -- No No. -03 10 (V� Tsx,gNAL E� la q/�w OWNER/DEVELOPER, . PTI ux Properties, LLE. AM. Adam Sellner 1100 E. Morehead Street Charlotte, NC 28204 704--Y54-7224 . aseliner@primaxprop,-rties.com � :� _1___`1'R1` ­,: . . . . . R. _. PROPERTIES, LLC A ry a 9 5 � A' A } '', - F,, ,;. r . �, � , ::" CT®R S.UF LY CONMY C __ . a O � � �l . :�_- . L, ZqZ , q �i Q Q � ��� Q II-4-- f_, � � S .� This document, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document Without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC . . N. I I a h ,2 a 1 . ^ w Drawn Checked Approved Project No. 001051 Dater August 5, 2026 Title GENERAL NO TES Sheet No. (O'l .��, VVISAk :.. . - .. .._ _...:. .. Y ..: .. as :e.rr, ,.:.._ :. ,. ,-- -3. "'w -� - - - - - - - F-.;: < .�..- .-, ... _. ,..... "�. � b � � _. -t. mow: �a . �... r�.� . 3 �:�. aw �i.j � � �. . DEMDLI TION NO TES CONS TRUCTION NO TES FOR VDO T EROSION & SEDIMENT CONTROL NOTES EROSION CONTROL NOTES IREVISED03113120171 1. SUBDIVISIONSONLY- THESE REQUIREMENTS WERE PREPARED lNACCORDANCE WITH THE REQUIREMENTSOF SELECT ONE, 1. THE EROSION AND SEDINENTATION CONTROL MEASURES (BMPS) WERE DESIGNED USING THE VIRGINIA REQUIREMENTS AND SHALL BEINSTALL0ACCOROINGLY, CONTRACTORSHAIL ( ) t ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY OR SfA TE. 1. TOTAl51T£ACRES: 215,998 Sf (4.96 AIRES] VDDT'S1005 SUBDIVISION STREET REQUIREMENTS (SSR! PERFORM ALL ACTIVITIES IN STRICT COMPLIANCE WITH THE VIRGINIA NPOES GENERAL PERMITFOR STORM WA TER DISCHARGES FRONLAR6E AND VALE CONS INUCTJONAIFIVIRES DfSTURBID AREA; 143,900SF(330ALI 2. WITHIN ONE SUBJECT ARDAFRTY, THE INTENT IS TO NAVE A CLEAN, CLEAR S1 Tf, FREE Of ALL EXISTING ITEMS NOTED TO BE REMOVED !N ORDER TO PfRM1 T THE CONSTRUCTION pF THE NEW VOOI'S 100Y SECONDARY STREET ACCEPTANCE REQUIREMENTS 15SAR1 !GENERAL PfRMT!• 5011 TYPE= FREDERICK-POPLIMENIO I DAMS PROJECT. VOO T'S 1011 SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 20111 2. REFER IO THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS FOR EROSION CONTROL DETAILS AND DESIGN TABLES FOR SEDIMENT TRAP, DIVERSIONDITCHES, ANO III VERTS, SLOPE 3. Ail lTEMSNOIEDTOBEREMOVEDBYTHESELLERSHALLBEACCOMPLISHEDPRIORTOFHEClOSINGOFLVEREACESTATETRANSACTION.ALLOTHERITEMSNOTEDTOBEREMOVEOSHALLBE Z, ALL WORK SNOWNNfRfDNSHAi1BffNSTRICT ACCORDANCE WITH THECURR£NTSTANDARDSANDSPfCIflfAT10N5OFTHE VIRGINIA DfPARTMfNIOfIRANSPORTATION(VDOTIANDCOUNTY DRAINS, RIP -PAP APRONS AND OTHEREROSIONCONFROLMEASURES. Z UNLESS OTHERWISE INDICA TED, ALL VEGETA HVEAND STRUCTURAL EROS!ONANDSEDIMENT CONTROL MEASURES SHALL BECONS TRUCTEDAND MAINTAINED DONE 50 AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION. ORDINANCES . !N ACCOROANCEWITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK . 3 EXI506UOUNDARIES, TOPOGRAPHY, 100 -YR FLOODPLAIN, UTILITY AND ROAD INFORMATION TAKEN FROM ANFX1STING CONDITIONSSURVEY. Alt EXISTINGINFORMATIONISTDBEFIFLD . 4. REMOVE AND DISP05E OF ANY SIDEWALKS. FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRINGREMOVALFROM THEWORKAREAINANAPPROVEDOFFS)IECANOF11l, ECfSSARORK ANY ITEM OFWORKNOT SPECIFICALLY SHOWN,BUTNECESSARY TOEL0014ITYFOR ACCEPTANCEISHERESY 1MPI0, VERIFIES 3YTHELONTRACTOR, 3. 1TISTHE INTEN I01: THESE DRAWINGS TOSHOW ALINYW 3. THE CONTRACTOR SHALLINSTALL AND MAINTAIN THROUGHOUT THE PRO)ECT CONS TRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE 5, THE CONTRACTOR SHALL SECUREALL PERMITS FOR HIS DEMOLITION AND OISPOSAI OFUISDENOLITIONNATERIAt IOBEREMOVEDFROMTHESITE. THE CONTRACTOR SHALLPOSTBONDSAND 4. AVDOTPERMTMUST&OSTAINEOPRIORTOSTARTINGCONSTRUCTIONWITHINANYSTATEHIGHWAYRIGHT-OF-WAY ' 4. SEE THE LANDSCAPE PLANFOR LOIA TIONS UFPRC.POSED PLANTINGS AND FINAL STABILIZATION PLAN51N ACLOROANCE WITH APPLICABLE ViRdfNIA EROSION AND SEL71MENT CONTROL REGULATIONS PAYPfRMTffESASRfQUIRfD. BU1LDlNGDEMOLITIONCONTRACTORSHALLBERESPDN5181EFOR PERMITS AND DISPOSAL OfBUILDING DEMOLITION DEBRIS. 5. THE CONTRACTOR/OWNERSHALL PERFORM f8RTESTINGONTHESUBGRADEINACCORDANCEWITHYOUrSPECIFICATIONSBYACERTIFIESGEOTfCHN1CALENGINEERTODETERMINEBASEAND 5. TEMPORARY DIVERSIONSITCHESANDBERNSSHALL BE MAINTAINED ASTHE SITFISBROUGHT To6RADF,, 4, CONSTRUCTIONWORKSHALLBEINCOMPLIANCEWITHREGULATIONSOFTHENATIONAIPOLLOTANIDISCHARGEELIMINATION SYS TEN (NPOES)STURM d. THE DETAILED PLANS MAYNOTREFLECT Ali UTILITIES DNTHE SITEORSURROUNDING STREETS AND PRDPfRTlfS. THE CONTRACTOR SHALL VfR1FYlOCATfONSAHDEXISTENC�OFUTILITY PAVEMENTDESIGNS,ANDTHISINfORMATIONMUSTBEFORWARDEDTOVOOTANDREVIEWEDPRIORTOPLACEMENTOFAGGREGATEBASE. WA TER GENERAL PERMI I. SERVICESPRIOR[00NSTRUCTION. [HE CONTRACTOR SHALL CALL UTILl7YLOCATf,72HOURSPRIORTOCONSTRUCTION. 6, Of11GENTIYAND CONTINUOUSLYMA1NTA1NALL EROSIONCONTROLDEVICES AND STRUCTURES TOMINIMIZEERUS10NTHE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE 6. THE CONTRACTOR/OWNER MUST SPECIFY IN WRITING TO VD0T PRIOR TO CONSTRUCTION THE TYPE OF SUBBASE BASE AND 5URFACf PAVEMENT TO BE UTit IZ£D ON EACH 5TREE T FOR EACH ERO5)ON CONTROL INSPECTORSSO THAT PERIODIC INSPECTIONS CAN BE PERFORNED AT APPROPRIATE STAGES OF CONSTRUCTION. 7. THECONTRACTOR TOREMDVE AL1 UTILITIES TO EXISTING 5TRUCTURE5W1lfTNfR SHOWN OR NOT OR ARRANGE FOR THE APPROPR1ATf UT111TY COMPANY TO CUT AND CAA SER VICE PlAINGAT S EROSION AND SEDIMENT fONTRO! MEASURES ARE TO B£PLACED PRIOR TD Cl{AR1NG AN0/OR LAND DISTURBANCE. TRAFFIC GROUP. THE PROPCRIY LINE OR MAIN (AS REQUIRED). Alt SERVICES MAY NOT BE SHOWN ON THIS PLAN. Z SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHER NOTES REGARDING GRADING ACTIVITIES 7. THE CONTRACTOR SHALL NOTIFY VDOT 72 HOURS PRIOR TO PLACEMENT Of BASE MATERIALS AND PRIOR TO THE PLACEMENT OF ASPHAI T MATERIAL TO ENSURE VDOT'S ABILITY TO PERFORM 6. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL SE MAINTAINED ON TRE SITE AT Af i TIMES. 9. FOR AIL ITEMS NOTED TDBfRfMOVfD-REHOVENOTONtYIHEABOVEGROUNDELEMENTS, 8UTALLUNOERGROUNUEtEMENTSASWELL 1NCIUDINGBUTNOTNECESSAR1iYLIMITEDTO: TESTING SUCH ASPROOF-ROLLING,DEPTH CHECKS, COMPACTION, AND CONTAMINATION. OP ON: ET 8. SEE SITE PLAN GRADING AND DRAINAGE PI AN, UTILITY PLAN, PLANTING PLAN AND OTHER PLAN SHEETS FOR OETAXED DESIGN INFORMATION OF PERMANENT SITE APPURTENANCES TI A C R !FLED ANAL FROM A PRIVATE fNGlNffR1NG1Tf5TING FIRM BE . FOUNDATIONS, GRAVEL FILL S, TREEROOTS, OLD PIPES, ETC. SUBMITTED WITHIN 7 WORKING DAYS Of [HE REQUIRED TESTS. 72 HOURS NOTICE IS STILL REQUIRED PRIOR TO EACH ACTIVITY. SHOWN ON THIS SHEET. . 7. THE CONTRACTOR SHALL OltiffNIt, Y AND CONTfNUOUSL Y MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO X)NIMIZE CROS40. THE 10. BACKFILL Alt EXCAVATIONS Rf511IT1 GF D THE DEMOLITION N FROM f OIII NWORKTOMEETTHERFRUlRfMEN75FDRf1LLOUTL1NfDlNTHfGEOTffHN1CAIRfAORT . 9. WHERETHELIMITSOfOI5TUR8ANCEANDTfMPORARYFCNCE(SF,SF-PFORPF111Ml TS ARfAOlACENT, THE TfMPORARYFfNC£L1NE15THE11MlTSOFDISTURBANfE. THEL1NfTYPES 8. ALL CUL VERTAND DRIVEWAY PIPES SHA!! 8E. Of A TYPE APPROVED BY VDOT AND THE I DCAIITY. NOTE THAT THE USE 0E. CORRUGA FED METAL PIPEIN ANY LOCATION WILL ON1 Y 8E CONTRACTORSHALIMAINTAINLI05fCONTACTWITNTHfCOUNTYEROSIONCONTROIINSPfCTOR50THA TPERIODIC INSPECTIONS CANBEPERFORMED CONSIDERED AFTER THE REQUIREMENTS OF STANDARD PC- 1, TABLES C AND 0 OF THE 1016 ROAD AND BRIDGES STANDARDS APE ADDRESSED. ARE SHOWN SEPARATED FOR ILL USTRA FIVE PURPOSES ONLY. AT APPROPRIA If STAGES OFCDNSTRUCTION. It THECONTRACTOR SHAII PROTECT ALL IRONPINS, MONUMENTS AND PROPERTY CORNERS DURING CONSTRUCTION ANY CONTRACTOR DISTURBED PINS, MONUMENTS, ETC SHALL BE RESET BY A LICENSEDIANOSUP VEYORATTHE EXPENSE OFTHE CON IRA CTOR.10. Of CONTRACTOR SHA II NOTDISTURBANYEXISTING VEGETATIVEGROUND CCVER ORTREES GOTSIOEOFTHE LIN] TSOFDIS TURBANCfORW1TNlNANYREQ UIREDBUFFER IVITSUN1ESS Y. ALL ENTRANCEPIPESFOR DRIVNAYSSHALL BEA MIMHUM12"INDIAMETER, AND 30'1NLENGTH(CONCRETECULVERTSMAYOE28'1NLENGHT),UNLESS0FHERWISEAPPROVEDaYVODI. 8. APPRO VAL OF THIS PLAN IS NOT AN AUTHORIZA 11ON TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITEGRADING, 11. THECONTRACTORSHALLRESTOREANYUTILITYSTRUCTURf,PIPES,PAVDIENT,CURBS,SIDEWALKSORLANDSCAPESAREASDISTURBEDDURINGDEMOLITIONTOTH£IROR16INALCONDITIONTO ORIVEWA Y CUL VERTS)N Cut -DE-SACS SHALL BE CONCRETE SEE APPROVED ROAD PLANS FORTHEPROPERCULVERTSIZES. OTHERWISE NOTED ORILLUSTRATED. . PERMISSION MUSTBEOBTAINED FROM THE AFFECTED PROPER TYOWNERS. A REVISED PLANSHOWING OFF -51 It IMPACTS SHOULD BE SUBMITTED AND THE SATISFACTION 10.CONTRACTORMUSTVERIFYALIDIMENSIONSANDEIEVAMONSJNTHEFIELOBEFORESTARTINGCONSTRUCTIONANDNOTIFYTHEDESIGNEN51NEEROFANYDISCREPANCIES. 1t PRO VIDECON TkOL5OFPOE IUTANIS,1NCtUDM6,,SOTNOTIIMITED TODOS TCON TROL,OE-WATERING,SOLID WASTEOISPOSAI,ANDHAZANOOUSMAIERIAIS. APPROVEDPRIORTOANY OFF-SITE GRADING. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE AOL71TIONAL EROSIONCONTROLMEASURESAREINSTALLEOPR10RTOOFF-SITEGRADING. 13, Alt BUILDINGS, FOUNDATION WALLS AND FOOTINGSJND1CATEDONTHISPLANTOBEREMOVEDFROMSITE.. CONTRACTOR SHALL SECURE ANY PERMITS AND PAY Ail FEES ANDPERfORM 11 THE CONTRACTORSHAtIERfCTSTRffTSIGN5ANDTRAff1fESHINS!SIGNSA51ND1CA7fDONTHESUBOIVl51ONCONSTRUCT10NPiANS THf51GNSSHAILCONfORMTOVDOTANDCOUNTY 11. CLEAR DIEYASREQUIREBTOINSTALLEROSIONANOSEDIMENTA[IONCONTROLMEASURES MASS CLEARING AND GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE . CLEARING AND 608BIN6ANO DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERA TIONS. SPECIF1CAIlONS. A!lPROPOSfDSIGNSARETOBElN5TALIEDPERSTP-1SETHE201dROADSANDBRIDGES7ANDARDS. ALLPAVfMfNTMARKINGSINSTALLfDW1TNlNVDOT BEEN INSTALLED. 9. PRIOR 7UCOMMfNC1NGLAND DIS TURBINGACTIVITIES lNAREAS OTHER THAN INDICATED ONTHESE PLANS (1NCLUDING,BUT NOT LIMITED IDDFF-SITE RIGHT-OF-WAY WILL BE TYPE6 CLASS 1 THERMOPLA5TIC. BORROW OR WASTE AREAS, STAGING OR STORAGEAREASJ THE CONTRACTOR SHAH PREPARE AND SUBMIT A SUPPLEMENTARY EROS10NCONTROL 14, ASBESTOS AND ANY OTHER HAZARDOUS MATERIA! SHALL 8E. REMOVED BY TNf GENERA! CONTRACTOR USING A LICENSED HAZARDOUS MA TERIAI CONTRACTOR 13 USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE IMPLEMENT WHEEL WASHES AS NECESSARY THROUGHOUT ALL PHASES OF CONSIRVC710N. PLAN TO THE OWNER FOR REVIEW AND TO COUNTY FOR APPROVAL, CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY 12 A MINIMUM 35' PAVEMENT FILLET RADIUS 1S RECOMMENDED. . MEASURES AT NU SEPARATE PAYMENT, THE CONTRACTOR SHALL PRO VIOE THE OWNER AND THE ENGINEER A COPY Of THE AMENDED PERMIT, . 14. DIVERT 5 TURN WATER RUNUFF OFF THE FACE OF THE SEDIMENT BASIN SLOPES USING DIVERSION DITCHES AND 5i Off DRAINS. CONTRACTOR SHALL MAINTAIN AND RELOCATEDIVERSION . . 13. THE CONTRACTOR SHAH DO SUCH OVERtOT GRADING AS NECESSARY TO PRECL UDE THE PONDING OF WATER ADJACENT TO TNf ROADWA Y. DI TINES AND SLOPES DRAINS TO ENSURE STURM WATER RUNOFF DOES NOT ENDUE THE FACE OF FINAL 51 APES . 10. EROSIONAND SEDIMENT CONTROL MEASURES SHALL 8E MAINTAINED CONTINU0U5IY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED 14. SLOPE WILL U 15. MAINTAIN POSITIVE FLOW TO THE SEDIMENT TRAPS THROUGHOUT ALL PHASES OFCONSTRUCTION. PLACEEXCAVATEDSOILSALONGDOWNSTREAMCOGCOFTNEDIVERSIONDITCNfSTo 5 TS L BE REQUIRED ALL LOCATIONS WHERE THE TOP OF THE CUT OR THE TOE OF THE FILL EXCEEDS THE DEDICATION OF RIGHT-OF-WAY, 5EEP1AIfOR AFTER EVERYRA1NFAil. SEEDED AREAS SHAtt6ECHECKED RE60LARLYANDSHALLBEWATERED,EERTILIZED,RE-SEEDED AND MULCHED AS EXACT LOCATION. PROVIDE ADD) IlONAL CAPACITY. . 16. REFER TO THE GRADING AND DRAINAGE PLAN FOR FINAL 511E AND PAVEMENT GRADES AND El EVA TIONS Of THE PROPOSED 5FORM SEW ER S YS TEMS. 15.1FRUNNINGWATER ISPRE5£NTINANY OUTLETCNANNELDURING EONSTRUCTIONWHEREDITCHPROTECTION ISREQUIRED, THE BOTTOMOFTHECHANNELSHALL BELINED WfINR1P-RAP STONE NECESSARY TO 08TAIN A DENSE STAND OF GRASS. ItSTABIIIZATION 15THE REST FORM OFEROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT 0FH£RW1SfSTABILIZED SHALL BETOP SOILED AND . r- �} GENERAL NV TES GENERAL . WITHEC-!PLACEMENT FURTHER, EC-20RfC-3MUSIHAVEAMINIMUM WIDTHOF4'INF!LLSECTIONS, AND S'1NCUT SECTIONS. f7. LAND015TURBINGACTIVI7lf55HAt1NOTCOMMENCEUNTILAAPROVAtTO0050HAS 8EENRECEIVEOBYGOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL STRICTLYADHERE SEEDED, TEMPORA RILYORPERNANENTLYINACCORDANEE WITHTHE VIRGINIASERIMENTCON TROfREGU1ATIONS PERNA NEN T SEEDING A NO IRA 55 ESTABLISHMENTISREQUIREDPRIORTOPROJECTCOMPLETIONANDACCEPTANCE 1. THfCONTRACIORSNAIlfMPLOYAlLNflESSARYBARRlCAOE5,5)GHS,FfNCfS,fLA5HING11GHT5,RAGM£N,fTLFORMAINTENANCEANDPROTfCTIONOFTRAFFICASREQUIRfOBYFREDERIIK . COUNTYANDTHE VIR61NIADEPARTMENT OFTRANSPORTATION, REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES IMUTCOI,LATEST EDITION, FOR DETAILS OF TRAFFIC 16. THfCONTRACIORSHALL RERESPONSIBLE TOSEE THA TALL EROSION AND SEDIMENTCONTROL SSTANDARDS APE MET, AND INECONTRACTOR MUST SEED AND MULCH ALL DISTURBEDAREAS . TO THE CONTROL STANDAROSAND LIE VICES. ALONG WITH AILGRADES AREAS WITHIN THE PROPOSED RIGHT-OF-WAYINACCORDANCE WITH VDOTSTANDARDS AND SPFCIF!CATIONS. . 18, GENERAL CONTRACTOR SHALL COMPL Y WITH ALL STA TE AND LOCAL ORDINANCES TRA T APPL Y. ANY AREA THA T HAS REACHED FINAL GRADEMUST BE RECEI VE TEMPORARY OR PERMANENT S014 S TAYIL12A TION WITHIN 70A YS. AREAS NOT A T 2. ThECONTRACIORSHALI PNUTtCTALL MONUMENTS, fRONPINS, AND . PROPERTY CORNERS TURING CONSTRUCTION 17. FINAL LOCATION OfMANND1f5,VAlVES, FIREHYDRANTS, AND OTHER APPURTENANCES SHALL NOT CONFIICTWITH ORCONSTRICTROADWAYDRAINAGE. CONTRACTOR SHALL ADJUST FINAL GRADE THAT W111 REMAIN DORMANT LONGER THAN 14 DAYS MUST HAVE TEMPORARY SOIL STAB1112ATION WITHIN 7DAYS AREAS THAT W11I . MANHOLESANO/ORDITCHA[IGNMENTTOENSUREPROPERROADSIDEORANAGf,COMPAPBLEWITHEXISTINGFIELDCONDITIONS, 19. AIL WORK SMALL BE CONFINED TO PERMIT IIMITSSHOWN ONPLANS. UNLESS OTHERWI5FN0TEO, THE SITE PLAN PROPERTY LIMITS SHALL BE CONSIDERED THE PERMIT LIMITS BEDURMANTFURIONGERTHAN ORE YEAR MUST HAVEPfRMANENTSO!!STABILIZATION 3. APPROVAI Of THESE PLANS ISNOT AN AUTHORIZATION 7O GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITEGRADING, PERMISSION MUST 6E OBTAINED FRO14 THE 18. ALL WATER, SANITARY SEWER, AND STORM SEWER TRENCHES SHALL BE COMPACTED TO 95% DENSITY IN 6" LAYERS COMPACTION TEST MAY BE REQUIRf0 BY VDOT. 20. SUFFICIENT EROSION CONTROL PRACTICES MUST BElNSTAItEO AND MAINTAINED TO RfTA1N5fOlMfNT WITHIN THE BOUNDARIES OF THE SITE, AFFECTED PROPERTY OWNERS. 12 WHEN A CRUSHED S [ONE CONSTRUCTION ENTRANCE HAS BEENCOVERED WITH 5014 OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT 19. YOSTWILLREQUIREOENS1TYTESTSFROMACERTIFIEDENGINEERINGFIRMFORAliLOTVERTINSIA11A[IONSWITHADIAMETEROF36"OR LARGER. 2t ADDITIONAL EROSIONCONTROI MEASURES OR 514 TBARRIERS TO BE PLACED AS SHDWNAMMOR DIRECTED BY THE PROJECT ENGINEER AND/ORLOCAL JURISDICTIONAL INSPECTOR. SHALL BE REPLACED WITH A DEPTH OF STONE£QUAL TO THAT OF THE 01716NAt APPI ICA TION. . 4.COORDINATEALiCURB AND 5TREFTGRADESININTERSECTIONSWITHINSPECTOR. . 5, ALL WORN SHALL BEPERFORMFO INACCORDANCE WITH THELA TESTEDITIONOF THE VIR61NIA DEPARTMENT Of TRANSFORTA TiON 'STANDARD OETAILSANO SPECIFICA TIONS FOR ROAD AND 20, VIDEO INSPECTION MAYBEREQURE00NALL STORM SEWER SYSTEMSPRIOR TOFINALCONSTRUCTION APPROVAL. AVOOTINSPfCTORMUSTBE0-SITEDURINGTHE VIDEO INSPECTION 11. FORAILCONSTRUCAONALORGANS/ORACROSSWATfRWAY5,8ANKPROTffTlONANDSTABILlZAT10N5HAILBEREQU1RfDA5AERLOCALJUR15D1CT10NALfR05fONfONTROLLAWS. 13 TEMPORARYGRAVEL CONSTRUCTION ENTRANCE SHALL OEREQUIREDATALL CONSTRUCTION STAGING AREA ENTRANCESAND ALI CONSTRUCTION ACCESS BRIDGE CONSTRUCTION" ANO APP ICA LE FREDER! COUNTY OD 1 I 8 CK C TY ( ES AND ORDINANCES. CONTRACTOR SNAIL MAINTAIN A CURRENT EDITION Of THE SIA IE AND L DIAL CODES, PROCESS 1 OCA TIONS INTO NON -PAVES AREA, SIX INCHES OF STUNS SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. .TNf 23. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONS TRUETION AND SHAH BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL ORDINANCES, STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROJECT S1If FOR REFfR£NCEDURING CONS TRDfTlON Of THE PROTECT, 11. THE CONTRACTOR NEEDS TO CONTACT THE FRfDERIC SBURG D1 TR! A DISTURBED AREAS ARE STA8111ZfD AND GROUND COVER 15 f57A8115Nf0. CONSTRUCTION ENTRANCE PADS SNAIL BElNSTAIlfD BY THE CONTRACTOR AT CONSTRUCTION ACCESS T !( S CT TRAFFIC SIGNALS AT18551475-2335 FOR A MARK OUI OF THE TRAfFlC S)GNA! EQUIPMENT A MINIMUM Of 71 HOURS PRIOR TOWORKBEGINNING WHEN WORKINGWITHIN A 1,000 ( CET OF A TRAFFIC SIGNAL. POINTS PRIOR TO LAND DISTURBANCE 14. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SIC TA TION, INEFFECTIVE PROTECTION DEVICES SHAIL BE IMMEDIATEL Y REPLACED AND THE INLET 6. THE CONTRA CTOR SHALL VERIFY Al i DIMENSIONS IN THE FlflO PRIOR TO THE START Of CONSTRUCTION. THE CONTRACTOR SNAIL BE RESPON519lE FOR ALL FIELD DIMENSIONS AND SHA LI CLEANED. F! USNING IS NOT AN ACCEPTABLE METHOD OF CLEANING. REPORT ANY DISCREPANCIES BETWEEN THE PIANS AND ACTUAL FIELD CONDITIONS THE OWNER OROWNER'S REPRESENTATIVE IMMEDIATEL Y.CONTRA[.TORSHAIIWAITFORINSTRUCTION 12 THEF)NAIFOOTAGEANDLOCATJONFORVOOTSTANDARDGUARDRAILI5TOBEESTABLISHEDPRIORTOTHECOMPLETIONOFFINEGRADINGBYJOINTINSPECTIONWITHTHECONTRACTOR, 14. All EASEMENTS DISTURBED MUST BEORESSEDAND GRASSED IOCONTRO1EROSION INALCUROANCEWITH EASEMENT PLA ISPRIOR TOACCEPTANCE PRIOR TO PROCEEDING WITH WORK . . VODT, A0 THE OWNERS'S REPRESfNTA71VE. 15.5EDlMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHAH BECONSTRUCTfD AS A 7. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSES FfA TURES TO EXISTING FEATURES AS NECESSARY. 25 CONS[RUCTIONLIHITS SHALL NOTBE EXCEEDED WITHOUT THE APPROVAL OF FREDERICK COUNTY, FIRST STEP IN ANY LANG-DISTURBINGACTIVITYAND SHALL BEMADEFUNCTIONAL, SEEDED AND MULCHEDIMMEOIATEL YUPON CONSTRUCTION BEFORE 13 WHENEVER TYING 1N TO AN EXISTING ROAD, VOOT'S WP -2 STANDARD WILL APPLY, WHICH INCL UDE MIi1NG AND OVERLAY Of THE ADJACENT TRAVEL LANE. UP-SLOPEIANO DISTURBANCE TAKES PLACE. 8, THE CONTRACTOR SHALL SEA! THE EDGE OF EXISTING ASPHAL T PAVEMENT WITH TACK COA T IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION5TANDARD . SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT 14. A PAVEMENT 1fVf1lNG COURSE MAYBE REQUIRED I0 MEET THE INTENDED CR055 SIOAFANO TYPICAL SECTION. 16, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED 5f01MENT CONTROL MEASURES AT FAIL TIMES DURING L 4ND DISTURBING ACTIVITIES AND DURING SITE 9. THE CONTRACTOR SHALL REPAIR, RESURFACERECONSTRUCTOR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTIONS Y TNC CONTRACTOR HIS SUBCONTRACTORS OR SUPPLIERS AT NO , 25, AL1 S FORM STRUCTURES SHALL NAVE IS- IINVERI SHAPING, AND SL -I'S (SAFETY LANDINGS) WILL RE REQUIRED IN ALL STRUCTURESWITH ADEPTH OVER 12', SI -1'S (STEPS) AREREQUIRED OEVEIOAMENT UNTIL FINAI 5 TA OIL IZA TION IS COMPLETEO, AD01T1ONA1 COST TO THE OWNER. 1N ANY STRUCTURE WITH A DEPTH OF 4' OR GREA TER. "DURI"GSE-WATERING°PERAT'°"S, WATERSHAiLB£PUMPEDlNTOANAPPROVEDFILTERJNGDEVICEPRIORTODISCHARGETORfIffVINGOUTIfT. 10. ALL PAVEMENT JOINTS SHALL BESAW-CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT, . F SEDIMENT CONTROL CONSTRUCTION SEQUENCE . .EROSION 11 CONTRACILDINGTOR LI . 1. CONTACT FREDERICK COUNTY ENVIRONMENTAL INSPECTOR BEFORE ANY LAND DISTURBANCEOCCURS, 18. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT ANY NECESSARY tlREFERTOARfIBTf'ATINIPlAN5fOREXACTIOCAIIONSANDDIMFNS10NS0fTRUCKSDCKS,EXITS00RS,51DfWALKS,PRECISEBUILDINGDIM£N510N5,ANDfXAC7 BUILDING UTILITY ENTRANCE 10fA TIONS REPAIRSORCLEANUPTOMAINTAINTHEEFFECTIVfNESSOFTHEEROSIONCONTROLDEVICESSHALLBEMADf1MMEDlATELY 2 CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON-SITE AREA VAILABLE. 12. ALL PAINT STRIPING, PA VEMENT MARKINGS, ANO SIGNAGE SHALL CONFORM TO THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" ORAS OTHERWISE SPECIFIED. Alt REFERENCED SIGN 19. ALL IONS TRUCTION VEHICLES LEAVING THE SITE SHALL BE CLEANED OF LOOSE DIRT. NO TRACKING OF DIRT OFF THE S1 rE ONTO WAIMART DRIVE, AND ANY STANDARDS ARE TAKEN FROM THE"MANUAION UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNSSHALL BEMOUNTED ONGALVANIZED POSTS AND INACCORDANCE WITH STATE 3. CONTRACTOR SHALL HOLD AN ONSITE PRE -CONS TRUCTION(PRf-CON) MEETING WITH ENVIRONMENTAL INSPECTOR AT LEAST 48 HOURS PRIOR TO ANY LAND DISTURBANCEONSITE. DIRT TRACKEDOFFSITEMUSTBEIMMEOIATELYSWEPT/SHOVFtEOUPAND RETURNED TOTHE SITf ANOIOCA I REGUlAT10N5. . . All TREE PRO rECTION TAPE AND WEItAND 5 PROTECTION TAPE (IF APPLICABLE) MUST BE IN PL ACE PRIOR TO THE PRE -CON MEETING . 13 CONTRACTOR SHALL INSTALL ACCfSS1BIERAMPSPfRIOCALMUNIDPALITYANOAOASIANOAR05ATALLDRIVCANDBUILDINGLOCATIONSASREQUIRED. /j �J/� C �J 10. Alt SOIL STOCKPIIESMUSTBE REMOVED ASPART OFTHEF1NAISTAWLIZATIONFOR[HIS PROJf(T. DRA INA /-1 GL ! V 0 TES If CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING THE PRE -CON MEETING OR 1E. IS DORMANT FOR MORE THAN 160 DAYS DURING THE CONSTRUCTION PHASE, A NEW 14. THE CONTRACTOR IS Rf5PON51BLE ESTI THELOCA ZION AND PROTECTION DF AL1 EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR RET REQUIRED 0 R - PRf CON. ElNGlS fQUR£ODCfOREC CONSTRUCTION RE -S 21, REFER TO LANDSCAPE PLAN ON SHEET CP.7 FOR TEMPORARY AND PERMANENT SEEDING SCHEDULE CONSTRUCTION ACTIVITY THECONTRACTORSHALINOTIFYTHEFREDERICKCOUNTYPUBLICunvTIESDEPARTMENTSFORPROPERIDENTIFICAT1ONOFEXISTING UT111TIES WITHIN THE t AMINIMUMGRADEOF0.50% SHALL BEMAINIAINEOONALL PIPES, UNLESS OTHERWISE NOTED . PROJECT SITE 4, CONTRACTOR SHALL CONTACT MISS UTILITY AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 71 HOURS PRIOR TO 0 66)?16OR AS DIRECTED AT THEPRE-CONSTRUCRUNNEEIING. . Z PIPE LENGTHS AND SLOPES INUKA TEO ON THE PLANS ARE APPROXIMATE ONLY. . 5. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS. 2WXAOMCOi M41 MZ,4SUrPZS.f ,4Z7 hf . %� /� /� PING L ND S C �i IRU NO TES 3, UNDERGROUND UPIITY LINES SHALL BE INS FAILED IN ACCORDANCE WITH THE FOlIOWING STANDARDS IN ADDITION TION TO 0IHER APPUCA81 E CRITERIA: 1074ZZfOP/IW 11OOfjt'Y/I/OMANiPZT,Fi'VVY 10PEiP.4T/r7r . f � r /j GRADING NOTES / 1 ! . A.NOMORETNAN500lFOFTRENCHMAYBEOPENEOATONfTIME.. 6. PHASE I., SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STAR FIN6 WORK INCLUOINGSIL TFENCE, SEDIMENT TRAP, &iVERSIONDFTCHES, . 1. CONTRACTOR SHALL BERESPON5181E FOR COMPLETING ALL REQUIRE& LANDSCAPING FOR THE ENTIRE SITE TO INCLUDE BUT NOT LIMITED TO. - .8. 1. REFER TO THE SlIEPLANFORRELATED NOTES . EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. TREE PROT£CTJON, ETC., CLEARING OM Y AS NECESSARY FOR THE INSTALLATION OF THESE MEASURES SODDED/SEEDED AREAS, SHRUB BEDS, PARKING I ST ISLANDS, ROADSIDE SIGN BASE(S) AND MONUMENT PLANTERS. 2. ALL CONTOURS AND SPOT ELEVA TIONS REFLECT FINISHED GRADES . C.EFFLUENT FROMDEWATfRINGOPERATIONSSHALLBERETERED09PASSEDTHROULHANAPPROVEDSEDIMENTTRAPPINGDEVICE,ORRUTH,ANDDISCHARGEDINAMANNERTHAT ENYWONMENTAIINSPECTOR MUST APPROVE THE INS TALIA(ION Of ALL SEDIMENT AND EROSION CONTROL MEASURES PRIOR TOGENERAL SITE GRADING AND IONS TRUCTION CONTACT Z CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING LANOSCAPING . 3 ALL ELEVATIONS ARE 1N REFERENCE TO THE BENCHMARK, AND TH15 MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.. DOES NOT ADVERSEL Y AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY ENVIRONMENTAL INSPECTOR 3. ITIS TNf RESAON5IBlIlTY OF THf CONTRACTOR TO fSTABi15H A H£A1 THY STAND OF GRA55 ONALL SEEDED AREAS, 4, THE CONTRACTOR SHALL 18110A TEL Y REPOR t TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL fft 6 CONDI FIONS AND CONSTRUCTIONDOCUMENTS AND SHALL WAIT FOR D. MATERIAL USED FOR 6ACK-f11I1NGTRENCHES SHALL BE PROPERLY COMPACTLY IN ORDER TO MINIMIZE EROSION AND PROMOTE STA61LIZATION. CONTRACTOR SHALL INCLUDEA RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THESITE . 1NSIRUCTIONPRIOR TO PROCEEDING. 4.1N THE EVENT THAT PLANTING BIDS AND MULCH ARE REQUIRE!? THE CONTRACTOR SHALL INS TAI t BLACK FABRIC WFFO BLOCK LANDSCAPE MESH UNDER THE E RESTABAIIZATIDN SNAIL Bf ACCDMPL15NfD JN ACCORDANCEWf IH TNf fRO51DNAND SEDIMENT GONITIS! REGULATIONS, INSTALL SEDIMENT TRAP- STABIIIZEFARTN BERMS A5 WELL A5 TRAP SLOPES PRIOR TO 8fGINN1N6 MASS GRADING OF THESITE MULCH TO PREVENT WEED GROWTH. S. THE CONTRACTOR SHALL BERESPONSIBIfFORI OCA TING AND PRO TECRNGEXISTINGUTIIITIES, AND SHALL REPAIR ALL DAMAGE TOEXISTINGUTILITIES THAT OCCUR DURING CONSTRUCTION. E APPLICABLE SAFETYRfGULA TIONS SHALL BE COMPLIED WITH.ONCE THE IRAP/DIVERSION ARE INS TAILED 5EfDZMUL CH 1MMEOIA TEL Y i. CON IRA CTOR SNALLPRO VISE NATURA LTOPSl11LTHA T15fERIII f,fR1AB1f,W1THOU TMIX TORE OFSUB SOIL MATfRIAIS,ANDOBTkINEDFROM AWE1i d. THE CONTRACTOR SHALL BLEND NEW FARTHWORKSHOO THE YTOTRANSITION BACK TOEXISTING GRADE. DRAINED, AVAIIA8LESITE..ITSHALL NOT CONTAIN SUBSTANCES WHICH MAYBE HARMFUL TOPLANT GROW TH.. TOPSOIL SHALL BE SCREENED AND FREE 4. CATCH BASINS, MANHOLES, FRAMES, GRA TES, ETC SHALL MFF) THE REQUIREMENTS OF THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD ORA WlNG5. PHASE 2: FROMCLAY,LUMPS, STONE5, ROOTS, PLANTS, ORSIMILARSUBSTANCES I.ORMOREINDIAMETER,DEBRIS, OR OTHER OBJECTS WHJCHM16TTBEA 7. 1IMlTS OF CLEARING SHOWN ON GRAOINGALAN ARE BASED UPON THE APPROXIMA TE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. HINDERANCE TO PLANTING OPERATIONS. TOPSOIL SHALL CONTAIN AT LEAST 4-6%ORGANIC MATTER BYWEIGHFANDRAVCAPHRANGfOF515TO7.0, .5. ALlPIPESSHALLBELAIDONSTRAIGHTAlfGNMENTSANDEVENGRADESUSINGAPIPELASEROROTHERACCURATEMETHOD. ALL OEMOII[ION DEBRIS 15TO60TOANAPPROVEDLANOF11LORREL ATED FACIL ITY . 8. INEPROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS 1NC1UDlNG ASPNAt T REFER TO PAVEMENT CROSS SECTION DATA TO 6.0ONTPACTORSHALLBERESPONSIBLEFORTHEWAT£RINGAMTHEMAINTENANCEOFAIIIANOS[APEDAREA5 UN III THEIATEROF,WTHIRTY1301DAYS ESTARLISH CORRECT SU88ASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 6. STORM PIPE SHA II BE AS FOL IOW UNI ESS OTHERWISE NOTED: IN/RAIt Y CONSTRUC7 THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT ARE DRAINING TO THE TEMPORARY 5E01MENT TRAP, MAINTAINING STORMWATER RUNOFF FO! OW 1 G THE CANTIN OF 55 D SHRUBS, t N A G THE GRA AN OR l6) THE DATE THAT OWNER OPENS FOR BUSINESS TO THE PUBl1C. TOWARD TNF TRAP, ADJUST TNf L OCA TIONOF TEMPORARY DITCHES AS NECESSARY TO DIVERT RUNOFF FROM THE DRAINAGE SYSTEMS TO THE TEMPORARY SEDIMENT TRAP, R TNEfONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SD THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTINGDRAINAGE INLETS OR SHEET TYPEI- RCP,CLAS5111PERASIMC-76, WITH FLEXIBLEPLASTICBITUMEN GASKETS AT JOINTS, IMME01ATEL Y5TA81LIZEAREAS DISTURBED 8YRETAINING WALL INSTAILATIONENSURJNGRUNOFFISDIRECTfDTOWARDS THESEDIMENTTRAP, ONCE THESEAREASAREUPTO 7 GENERAL CONTRACTORIS TO CLEAN ENTIRE SITE OF Alt CONSTRUCTION DEBRIS AND RAKE ALL GRASSARCA5, OVERLAND. GRADE AND 5TABILIZEO WITH CONCRETE, PAVEMENT, OR VEGETATION THENTNE TEMPORARY SEDIMENT TRAP CAN BE REMOVED AND THE TEMPORARY SEDIMENT TRAP AREA CAN BE TYAEIHlGHDENSlTYP01YEINY1fNEFIPEIHOAEI-AASHTODE5IGNAT10NM252TYPfS,M194 TYPfSAN0MP7-47 TYPE 5,5MDOTNINIER1pR/ANNUTAREXTERIOR. ONLY REMOVED. 8. PROVIDE I AN951APE PLANS TO OWNER AND AS REQUIRED BY LOCAL JURISDICTION TO THE BLDG. DEP I FOR REVIEW AND APPROVAL PRIOR TO STAR T OF 10, ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THEGRADING PLAN, IS PROHIBITED. PERMITTED WNCN 5PE11fICALt Y IN01CATED ON THE CONSTRUCTION DRAWINGS PIPE SHALL BE1NSTAItED IN ACCORDANCE WITH PIPE MANVFACTURER'SW5TAIIA UON GUIDELINES WORK . PIPE JOINTS ANOFITTINGS SHA II BE WATERTIGHT. CONTRACTOR TOUSEPARKINGAREASAOJACEN TTO THE PROPOSED BUIL DING FOR LAY-DOWN/STAGING AREAS -MAINTAIN THESE AREASSO THA TSEDIMENT IADEN RUNOFF MIL ! It LAND DISTURBANCEWITHOUT ANAPPROVED ESI PLAN IS PROHIBITED. Bf DIVCRIED TO,EROSIONCONTROL MEASURES INSTALL SILT FENCE AROUND LAY-DOWN/STAGING AREA A5 SHOWN 9, ALL LANDSCAPING, TRESS, SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VISIBILITY OF SIGNAGE 7, ALES FORM DRAINAGE WITHIN THE PUOLIC ROADS SHALL BECLASS PIREINFOREEO CONCRETE PIPE UNLESS OTHERWISE NOTED. 12, STABILIZAPONISTHE BEST FORM OFEROSION CONTROL. TEMPORARY SEEDIN6JS NECESSARY 16AINEVE EROSIONCONTROL. ONDENUDFO AREAS AND ESPECIA11 Y WHEN THE CONSTRUCTION 7. CONTRACTOR SHALL D11lGfNRYAND fONT1NU0USIYMAINTAIN Alt EROSION CONTROL DEVICES AND STRUCTURES 90. CONTRACTOR TO VERIFY QUANIITIES PRIOR TO COMMENEfNGWORK. SEOUENCE REQ UNES IT. 8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTEO ANO REPAIRED AS NEEOEO, AND EXISTlN6 PIPES TO BE (LEANED Our TO REMOVE 511 T AND DEBRIS. AZL APPZIIABIffSSCONTROI MEASURfSMUSTBfNA/NTAlNfd UNTil PERMANENT YEGETAT/ON/5f5TilBL/SHfQ 11. OPEN AREAS WITHIN PLANTING BEDS SHALI BE MULCHED. 13. ALL GRADED AREAS ARE TO BE STABIL!ZED (SEEDED OR t ANYSCAPEDI WITHIN 14 GAYS OF HAVING REACHED FINAL GRADE. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RE5PONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS . . NECfSARYORfTURN1TTOEXISTING CONDITIONS ORBfTTfR. B. STOCKPILE ONSITEANDSTALlAERO5fONCONTROLMfASURESWHfREINEWORXSOCCURRING.ADOIIIONALENDS!ONCONTROLMERf5MY8ERfQU1REDBYTHEfNEER 11. ANY DIS URBEO AREAS NOT SCHEDULED FOR HARDSCAPE PLANTINGS, G5 QR MULCH SHALL BE SEEDED LAWN, E.4. EXI5TINGGRADfS,CONTOURS,UTILITIES AND OTNERFXISTINGFFATURFS fROMF1EIDRUN SURVEY, OR UPONRECOMMENDATIONOF FREDERICK COUNTY ENVIRONMENTAL INSPECTOR AS CONDITIONS WARRANT. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION ATSTRUCTURE I5WATCRTIGHT, 13, NO PLANT 5U65TITUTION5 ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTA TjVE . 15. THE CONTRACTOR SHALL INCLUDE WTHE CONTRACT PRICEANYOEWATERINGNECESSARY TOCONSTRUCT THE PROJECT ASSHOWNONTHEPLANS, 9. ALL DISTURBED AREAS SHALL HA VE GROUND STA81LIZA TION BY THE CONTRACTOR ACCORDING TO THE CHAR T ON ThfS SHEET, It PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION. 14, ALL PLANT AND BED IINfLOCA TIONS SNAIL 8E. STAKED IN THEFIELO AND APPROVED 8Y THE THE OWNER'S REPRESfNTAT1VEPR10R TO INSTALLATION. 16. THE CONTRACTOR IS RESPONSIBLE FOR THE OESJGN AND IMPIEMENTA TION OF Ali SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, 10, STABILIZE SITE AS AREAS ARE 8ROUGHT UP TO FINISHED GRADE, . SIAIF;ANDLDCALRfGU1ARONSPURSUANITOTHEINSTA11AT1UNOfTN£WORKINDICATf00NTNF5£ORAWINGS TNEDf51GNENGINffRACCEPTSNORf5PON51B1L1TYFORTHf 12 ALL STORM SEWER MANHOLES 1N PAVED AREAS SHALL BE F! USN W1 TH PAVEMENT, AND SHALT HAVE TRAFFIC BEARING RING &COVERS. MANHOLES IN UNPAVED AREAS SHALL Bf 6" ABOVE 15.ALL PLANTINGS 5lFALL8f1NSTAIL£DWITH THE SPECIFIED LAYER OFMUICH. REFERENCE DETAILS AND SPCIfIfATIONSfRDEPT ANDTYP£OfMULfN. E 0 H DESIGN(51TOINSTALLSAIDITEMS. FINISH6RADE LIDS SHALL BE LABELED 'STORM SEWER' 1t UPON.COMPLETIONOFTHf1NSTALIARONANDWITHAPPROVALOFFREDERICKCOUNTYENVIRONMENTALINSPECTOR,ALLERDSIONCONTROLDEVICESSHALLBEREMOVEDANODISPOSEDOf]N AIL TREES AND 5NRU855HALL8EAIANTfDINMULCNBEDS AND SHALL 8fSEP ARATfSFROM TURF GRA SSAREAS ANACCEPTABLEMANNER. EACH SECTION SHALL BE SEEDED/MULCHEDINMEDIATEL YAFTERINSTALLATIONOFPIPE,STRUCTURE,,ORACCESS. COORDINATEWITHTHffREDERICK 11. THE CONTRACTOR SHALL REFER TO THEARCHIT£CTVRAI PIANS FOR EXACT ICIA TION ELEVATION AND8IMENSIONSOFEXITOOORS RAMPS BUILUIN65IME SIONS A D X U D1x6 N N F ACTB ll t3 STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE, CONTRACTOR SHAH ADIUST AS NECESSARY, COUNTY ENVIRONMENTAL INSPECTOR PRIOR TO REMOVAL Of EROSION CONTROL MEASURES. . 16. GRASS COVERAGE 70 EXTEND FROM PROPERTY L INES TO BACK Of CITY SIDEWALKS AND/OR CURBS UTit 1TY ENIRA NCEIOCA T1ON5. 14, RIMEIEVATIONSASNOTfOARETOTHECUTTERFLOWLINE NOEROSION CONTROL MEASURES CAN BEREMOVED 411100TMEPERMISSION OFTHE FREDERICKCOUNTY ENVIRONMENTAL INSPECTOR IZ MINIMUM TREE SIZE AT PLANTING 15 2' CALIPER (FOR SINGLE STEM TREES]• ALI MULTI -STEM PLANTS MUST BE TREEFOR7 MAXIMUM 3 TOS TRUNKS, AND 18. Ail FILL MATERIALS, EXI5TINGBUILOINGFOUNDATIONS, PAVEMENTANDUTILITYSTRUCTURES, TOPSOIL, AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLITEL Y REMOVED FROM . MINIMUM 8 FEET TALL. WITHIN THE SEARING ZONE BELOW THE STRUCTURE.WITH APPROVAL OF FREDERICK COUNTY ENVIRONMENTAL INSPECTOR, IRE SEDIMENT TRAP SHALI BE DECOMMI SSIONED, REMOVING AND DISPOSING OF ALI ACCUMULATED 5CDIMENT IN A LAWFUL MANNER TRAPREMOVALIMMEDIATELYSTABILIZEDISTURBEDAREA. 18. ALLSTRAPPINGANDTOPI/3OFWIREBASKEIMUSTBECUTAWAYANDREMOVEOFROMROOTBALLPRIORT08ACKfJLUNGPLANTINGPIT. REMOVE TOP 19. AIL FOUNDATION £XCAVATION SHALL BfINSPECTED BYAQUALIFIED GE07ECHNICALREPRfSfNTATlVfT00fTERMINEWHETHER UNSUITABLE MAIERlA1HIS TBfREMOVED. ALL 1/3 OF TNf BURLAPFROM ROOT BALI, UNDf51REA81fMA7ERIAt SMALL BE REMOVED, BACKFILL£DAND COhIPACTfOASRfQU1RED8YTHE GfOIfCHN1CAL RfPRFSfNTAIIVf. OURINGDf-WAIFRINGOPfRATfONS,WATfRSNACLBfPUMPEDINIOANAPPROVEDfIITfR1NGDEVICEPR10RT001SCNARGfTORfCEIVINGOUTlE1 19. FOR NEW PIANTING ARfAS, REMOVfAII PAVEMENT, GRAVEL SUB-RASfANS CONS TRUCTION DEBRfS; REMOVE COMPACTEL) SOIL AND ADD IB"SLY TOPSOIL, 20, ALL CUT 0R FILL SLOPES SNAIL 8E.3:1OR fIATTfR UNLESS OTHERWISENOTfO ORDEPICTED 11 ONCE GROUND COVER IS FIRMLYESTAB1ISHf0, ALL TEMPORARY EROSION EDNTROL MEASURES SHA I4 BE REMOVES WITH THE APPROVAI OF FREDERICK COUNTY ENVIRONMENTAL INSPECTOR. OR TILL AND AMEND THE TOP 18" Of EXISTING 5011 TO MEET TOPS6ItJPLANhNGMIX STANDARDS FOR TREES 2L THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE 6LIVERAL NPD.T S PERMIT FOR STORNWA TER DISCHARGE ASSOCIA TEO WITH CONSTRUCTION ACTIVITIES 13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE Wi TH THE VIRGINIA EROSION 4 SEDIMENT CONTROL PLANNING AND OES16MMANUAL, VOOT,US, DEPT. OF 20, LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD D)S TRIBUTION OR TRANSM1S51ONLINE5, IF TREES CONFLICT WITH POWER . AGRICULTURE, AND COUNTY STANDARDS. LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PCANTING. 22. ION TRACTOR SHAIIADJUSTAND/OR CUTEXISTING PAYEMEN TA5NECESSARYTOASSUREASHOO THRTAND CON TINUOUS6RADE. 11, ADJUST TREE PLANTIN61OCA TIONS TOAVOIDUNOERGROUNUUTRITIES. PLANT I5'FROMALLUNDERGROUND UTILITIES 1SEWFRAND STORMDRAINAGF, GAS, WATER, PHONE, AND ELECTRICAL LINES.] 23 CON IRA C TOR SHAI I ENSURE P OSITI VE DRA INA GE A WA Y FROM SOIL SINGS FOR At I NA TURA I A ND PA VED AREA S. 24. AIIUNSURfACfDAREAS DISTRURBEOBYGRADINGOPERATIONSHA21RECfIVE41NCHE5OfTOP5011 CONTRNCTORSNAIIAPPLY5TA81L17ARONFABRICIOAft510PE53N:1VDRSTEEPER. 11 ATTENTIONIANDSCAPER: NOTIFY OWNER OF ANY SIGN, POWER 2INE., OR OTHER CONFLICTS BEFORE PI ANTING NEW TREES, 25CONSTRUCTION SHALL COMPi Y WITH ALI APPLICABLE GOVERNING ODES AND BE CONSTRUCTED TO SANE, . Uj z ..j.0 U) 6 Q H 0.0 C/) . i S z 1.- 14 e4 , CONSUL TANT: Triangle Site Design, PLLC 4404 Barrett Drive, Suite 101 Raleigh, NC 27609 (919) 553-6570 inlowder@trionglesitedesign.com �4tPLTH of 11 O �111.� n , � x MA T THEW E. LOW DER -- No No. -03 10 (V� Tsx,gNAL E� la q/�w OWNER/DEVELOPER, . PTI ux Properties, LLE. AM. Adam Sellner 1100 E. Morehead Street Charlotte, NC 28204 704--Y54-7224 . aseliner@primaxprop,-rties.com � :� _1___`1'R1` ­,: . . . . . R. _. PROPERTIES, LLC A ry a 9 5 � A' A } '', - F,, ,;. r . �, � , ::" CT®R S.UF LY CONMY C __ . a O � � �l . :�_- . L, ZqZ , q �i Q Q � ��� Q II-4-- f_, � � S .� This document, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document Without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC . . N. I I a h ,2 a 1 . ^ w Drawn Checked Approved Project No. 001051 Dater August 5, 2026 Title GENERAL NO TES Sheet No. (O'l .��, VVISAk :.. . - .. .._ _...:. .. Y ..: .. as :e.rr, ,.:.._ :. ,. ,-- -3. "'w -� - - - - - - - F-.;: < .�..- .-, ... _. ,..... "�. � b � � _. -t. mow: �a . �... r�.� . 3 �:�. aw �i.j � � �. SOIL I NFORNA TION MAP UNIT NAME CLASSIFICA 11ON 148 FREDERICK-POPLIMENTO LOANS B 141 FREDERICK-POPIIMENTOLOANS D 16C FREDERICK-POPLIMENTO ROCKY LOANS 8 / EXISTING WA TER SER VICES TO fRfafRKKLUIlYTrYlRG/A5A APPRoxir�arfrolarroN f y BOOSTER STATION TO REMAIN MAPS A Al 1 r r W1,16,, Y P,2ilNANO r 117 !7RLLfGHfNYPOH'fRfASFMENr g✓' �- -- �" _��`" � fX.WATER&Sfh'ERfASfMfNr "'� r �0��j l -.�- PERCINSTRUh/fNT#04-17571 fREOfRlCXCOUNlYYIRGlA9?f rL4Ps3A-a1 r #1777 _ ` `� r f / , r fX, STORML7RRlNQGffASEMENT' y -� / r 7 7C fO I lRi�lc�TA7 b fkEOfR/CACUUNTYSAAyIAT/BN 1 AZ 74SURYfY �R�T i / B0,_ / salNLfT ,fes F0 d �0 EXIS TING WATER SERVICE TO BE . /W/ „� S7f X433 f X11. '� Y _ _ X y / 1 uE 111621 F p / RENO VED PER FREDERICK WA TER SDINLET I / > s _ _ F FO -� FO -FO FO �- 1 / FO REQUIREMENTS #224-1 --- ".. F� 0 - f C ®„ L l »5D» I `" ✓ f ! `11 ° I ° q p� 1W 7 -FILL EXISTfNGMANNOLFWITH CONCRETE \ l Ii 1,L 1�� 1,I cos r - s f OD ��= � � p '1 ��j { � ' � \ Cn � o I wv �ry \ UP TO 3FT BELOW GRADE MIN REMOVE g T- SAS �} i ' E I ` I { 6145' "1" spUsr �` 8 W W W W W EXISTING RIM AND INSTALL CONCRETE �. / + I f I J \ i As ---- cAs -cos GA. �O '� - 8 \ PAVEMENT TO MATCH EXISTING PA VEMENT � GAS �_. GAS --- GAS --`� Gk5 � � '1 � � �:. �,�..,- �� I \ 1 SSMAAdYOIE----� _ Gtis o 517 �. L �cAs cAs -- Gases I� \ SSMANHOIE �.� •. �\ e Loi \�\\\N \ \\�� a lASrRuNrBB ooa7 / LIMITS O REMOVE EXIS TING EXIS FIRE M714 M40 ` � / FILL EXISTING 8" REMO VE EXIS TING DISTURBANCE 8" SANITARY SEWER HYDRANT TO REMAIN `/ q / SANITARY SEWER REMOVE 1rxls TIN \ MANHOLE 1 UNDER WALMART � 1 f • \ \ \ \ /PAVEMENT WITH APPROXIMATELOCA TIONOFEXIS R 8'sAN1TARYSEWER J o ♦� �` l j \\ \\ \0 \\\ \ \ \ + j j /FLawAaLEFAL L �.� ♦ \ \ 1 \ \ � J J { f j t ! � r / � � sANI TAR r SEWER SERVICE TO BE REMOVED UP TO £Xis TING APPROXIMATELOCATIONOFEXISTING I WAL MAP TPAVEMENT \\� APPIlOXlMATELOCArION � I � ' � COr,YRfrf WAL-AIARTRfAI fSTATfBUS/I�SS \ fxisr1NGYfR09NANa 1 ° 1 { { { 3 f1 , SANITARY SEWER SERVICE TO BE REMOVED I J o TRusT h MAP51 A -a \\ \\\ \� ALLEGHENYPOwfR£AS£MENT 1 4 � APPROXIMA TE LOCATION OF EXIS TING SANITARY SEWER SERVICE TO BE REMOVED 1 J f 11 r°11 11{!1 JJ1J )I1 IJ + + I ISI 110 t I srl�asf I I . \1 1 { J } h I �/ } REMOVE MANHOLEAND EXISTIN 1540{ + p f 1. rflh WASH/NGTGN - { 4 1 1 1 r GasfasEffNT ( 1 I -- J 8" SANT TARY SEWER UP TOWALMART j j 1=6457'R=70.DD' 1 I F 1 I+ + \ / / 1 aDs�°srz9" I IT I { J o PAVEMEN T J Z { Ell{(�i1r(1�11° � ^ - 1 CONTRACTOR SHALL CUTIN NEW 11 "x8" MJ TEE , (2112" GA VE VALVES AND (1)8"GA TE VALVE I JII 111 !I 1/II 111 11lJ 1 II f J f J , I I J J {I I If / I WITH(2)JMLONGSOLID SLEEVES, LIMITSOF o C / t REFER TO UTIL1 rY PLiN1 DISTURBAN 1/�/ f 11111{11 1 + J {�j dllf ( 1 / J / ♦ \ #1191 I I I sarALfT / 111192 ° K a 11j 1 SSMAAE / J I J 1 { / + ° ° 1 f 1 f I � #1191 � ,4PPRPXIMATECOCAr/ON CONTRACTOR SHALL RfMOVEEXISTNGFIR£ J � fxrST/n�YfRiIONAnD HYDRANT, TEE AND GAVE VALVE o -___ I J \ aLLfrwIENrPawfREasEMfNr APPROXIMA TE L OCA TION OF EXIS TING + p SANITARY SEWER SERVICFIFIELDLOCATE) ti � PFA /rVSTRdMfNT1104-!7131 � I ASPNALI I ' CONTRACTOR TO VERIFY IF SERVICE IS �J 1 f J X15T)NGWATER SERVICE 11 V TO BE J l ACTIVELY SERVING THE ADJACENT WALMART REMOVED PER FREDERICK WA TER ISNOT ACTIVE THENIT I5 1 I c DEVELOPMENT. 1FlT ° REQUIREMENTS TO BE REMOVEO PER FREDERICK WATER/ REQUIREMENTS i ,! // ; v~" /' I f°�lj 111 I {► 1� 1 ° / ,.- � J J1 � SAO SAN ° J J Z j 1 1 10 SDINLfT \ 1.0 #2/zr 11 /� \ sD/NLEr fXrsrLAc j #229 I wAL-MART auiLDm� J1� r��or�E \ \s 1 I y 1I `r/ { 1� {{ I/ i 1 1" 1 LIMI TSOF I I J L 11 ! l \ I { �/ J / 1 I . '� 1 DISTURBANCE I I� �z >so» D � _I S O 1 -1 i o I I I ION DF EXlsTING \ \ l / '{ 1 SDINIET 1 � APPROX1MATf IOCAT fXI5SANITARY SEWER SERVICE IFIELDLOTINGT1NG WATER SERVICE TO RE \ J I / I ° / J i ` EXISTING SEWER LATERALS lNWALMARTDRIVE / REMOVED PER FREOERICKWATER REQUIREMENTS 111 I I I 1 TOBEPLVGGEDWITHSLIP LINER PER FREDERICK // J f o WATER REQUIREMENTS ° I I / It / WALP1914TRUST rfBrrsiNfss I LO1A rlDu DF ExrsrildG I / J J I 1 q 1 I t1AP51-.4 °.9 A PPROXIMATE r 1 1 I / /rf U 1 LIMITS OF \ WA TER SERVICE TO BE REMOVED PER DISTURBANCE FREDERICK WA TER REQUIREMENTS / I I 6 l v I / / APPROXIMATE LOCA TION OF EXIST NG 6 / / /� I SD/NLET 8 SANITARY SEWER SERVICE IFIELO LOCATE) 0 #1077 EXIS TING SEWER LATERALS IN WAL MART DRIVE y ssAfaNlforL _ C 1 ♦ 1 �,, �- _ - 4 } �, � .� '"' .,� � 10 BE PLUGGED WITH SLIP 11NER PER FREDERICK 6 AWA TER REQUIREMENTS 1 1 - _ - - sD/rrLET - � 1Ij 1 �' I / I �� 1 -J ��' EXE`a 1--- �� � ti -- s _ � � -rd� ss�r�rHo�F /11312 111012 / ~� a U fl0 i wv WV / / 7`- 1 J 1D'P KfNGSE rlr , , , - j W W jLM4RT�I tI Y 1 ASP ALT � I j I " o: " � -- - - % - - /PR/V.9%f/ ftt 441--�'4-- 1 ✓ // i / fx,ArffssfasfMfar . ICJ �`` &1 l �'��/ SMANf�LE / EOMM4hWfACrHGROUPALTA ,� 1 f . 1 �I // �� �` �r)1 L J Nq 111766 SO/INLET SSMANf�If -� � �.. / fX, WArER� sfWfRfasfMENr f0l'.GRINWERLTM6ROUP #1598 I PfRCUMMUAh'EALTNGROUP 11151® ( WlA4"NESTfRPARTA4'RS, LP AL lASU,9YfY ���\,. n r'1.4P31A-f �; SDINLET WAL-MARTRfACfSTATEBU5/.0+155 ����1 1 - 111466 TRUST GftAP18r5[ALE l MAPSI-A-D G ff 3p 67 1 T 711 1 J 11rrx=30Fcrr ( DENOL I HON KE YNO TES (D Remove trees and root sysfem ORemove existing building and foundation Ino)' used) (3 Remove existing fence and post (not used) ORemove all existing shrubs and debris Inot used) 5O Remove existing sidewalks tootused) 6O Remove existing concrete curb O. Remove existing driveway approaches O8 Remove existing pavement ORemove existing uhlifies including meters S service lines - coordinate with appropriate utility service providers SUR VEY NO TE., ALL EXI S TJNG BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED BY: PA TTON HARRIS RUSTS ASSOCIATES, PC STREAWWETLAND NOTE THERE ARE NO EXISTING JURISOiCTIONAL STREAM AND/OR WETLAND FEATURES ON THE PROPOSED PARCEL, EL DOD ZONE NO TE THIS SI TE IS NOT LOCA TETT INA FLOOD ZONE AREA (ZONE XJ AS SHOWN ON FI.R,M. MAP 51069CO2049, EFFECTIVEDATE.- SEPTEMBER 2,1009, FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA. U TIL I T Y STA TEMEN T THE UNDERGROUND UTILITIESSNOWNNAVEBEENIOCATEDFROMFIELDSURVEYINFORMATIONANDEXISTINGDRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT. THE UNDERGROUND UTILITIES COMPRiSEALL SUCH UTILITIES N THE AREA, EITHER 1N-SERVICEORA6ANOONED, THE SURVEYOR FURTHER DUES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWNAREINTHE EXACT LOCATION INDICATED AL THOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURA TEL Y AS POSSIBLE FROM INFORMA TION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY L UCATED THE UNDERGROUND UTILITIES, CA U TIONA R Y NO TE THE L OCA TIONS OF ALL EXIS TING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING ARC BASED ON ABOVE GROUND EVIDENCE OR iNFORMATIONGAFHEREDDURING THE FILLDSURVEY PORTIONOFTHIS PROJECT ASSUCH, THISNFORMARONISSPECULATIVEIN NATURE ONLYAND SHOULD NOT BE CON5 TRUED AS FACT, THERE MAY ALSO DE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICHNOABOVE GROUNDEVOENCEWAS OBSERVED, THE EXACT LOCA TIONS OF THE UNDERGROUNDUTit ITIES SHALLBEVERIFu BY THE CONTRACTOR PRIOR TO THE STAR r DF ANY AND ALL CONSTRUCTION DEMOL I TION L EGEND �L�lll�L!/1� BU1LDlNGS TO Bf REMOVED PAVEMENT TORE REMOVEO LLI.l�-h UTILITIES rOBEREMOVED TREES TORE REMOVED .SURVEY NOTE. HORIZONTAL DATUM= NA583 VERTICAL DATUM= NA V088 UNITS= US SURVEY fOOT CUNTOURINTERVALS= 1' Know what's below. Cul/ before you dig. EXIS TING S TORM S TRUC TURF TA BL E ID RIM ELEVATION INV IN (FROM) INV OUr i 701 1466 83747 1 83254 (18" RCP (a} 2.62%)1077 831.54 (15" RLP 3.14%)1499 83254 (24"REP 91.32%11598 632.54 (30" RCP13177 1598 839.04 835.09(15"RCP (ta 5.61%)2013 835.69 (24" RCP (d 3.16%1 83509(14"RCP11466 1013 84168 2308101283 83783115'R(P) 1598 1077 838.57 834.34115" RCA P 1.19%12111 834.19118" RCP)1466 2121 840.06 15" 48" 18" 48" 48" 836.10.([5' REP) 2077 2183 835.85 832.18115" RCA P 0.60%11308 832,10115" RCP) 3243 1308 836.50 3068 833.25 (15" 0) 2283 1431 842.19 833.89148" RCP @ 0.88%) 2777 .833.79 (48" RCP13143 1499 638.37 365' 2.75% 634,51(15" RIP)1466 2777 846.87 835,97148" RCP P 1.75%)3073 835.87 (48" RCP11431 3068 852.36 846,56 (48" RLP 9 4.35%) 846.51(48" RCP) 3073 3073 852.75 846.10 (48" RCP P 0.57%13068 846.00 (48" RCP) 2777 3177 835.07 830.65 (30" RCP 0120%11466 - 3243 836.33 828.23 (48" RCP P 2.67%11431 828.13115" RCP P 2.41%11183 ------- TOP OF STREAM EXIS TING S T ORM PIPE TA BL E FROM TO DIAMETER LENGTH SLOPE !D NV OUT STRUCTURE INV IN (int MA TERIAL lffl STRUCTURE 1466 TO 3177 1466 83254 3177 830.65 30" RCP 158 1.20% 1598 TO 1466 1598 2013 2077 2111 2183 2308 835.09 835,35 837.83 834.19 836.10 831.20 83325 833.79 1466 1598 1598 1446 2077 3243 2183 3243 831.54 835.09 83509 932.54 834.34 818.23 832.18 828.23 14" 24" 15" 18" 15" 15" 15" 48" RCP RCP " RCA RCA RCA RCP RTP RCP 110' 8' 49' 63' 14T 164' 163' 108' 2.31% 316% 5.61% 262% 119% 2.41% 0.60% . 1.677o 1751 TO 1598 2013101598 2077 TO 1466 1121 TO 2077 2183 TO 3143 2308101283 2431 TO 3243 2431 2499 TO 1466 1499 1777 834.51 835.87 850.60 64767 84651 1466 2431 3068 3073 832.54 83389 847.97 846.56 846,10 15" 48" 18" 48" 48" RCP RCP RCP RCP RCP 61' 216' 58' 26' 71' 3.14% 0.88% 4.86% 4.35% 0.57% 1777 TO7431 2785 TO 1784 3011 TO 3068 3068 TO 3073 3068 X9-9% 3073 846, 00 2777 635.97 48" RCP 365' 2.75% 3073 To 2777 ua XIS TING SA NI TA R Y SEWER S TRUC TURF TA BL L EGEND OF S TANDA RD S YMBOL S > L)GHT POLE Q HORIZONTAL CONTROL POINT qb POLE +j* GUr 816.12 (8" PVC+13 0.68%)1520 816.18 WPM PVC! 1324 1324 TELECOMM. APPARATUS TEMPORARY BENCH MARK PVC PVL PVC PVC PVC 1510 837.54 6H 8174918" PVC)1323 fLECTRIC APPARATVs ® WELL ® OaRENOIE 837.14 (8" PVC)1520 GAS ASSEMBLY 1 O BURIEOCABLEMARKER QS SANITARYMANHOLE SIGN n n LAREES16N 0 uEANour 840.81 833.71(8- PVC 9 1.04%) 2158 X9-9% SEPTIC TANK 84169 TRffilNC t CATCNBASIN 841.13 FIRENYDRANT Q OUTTfTCONTROLSTRUCTURE WY WATER VALVE O STORM DRAiNCLEANOUr WATER METER ENO SECNON a BACKFIOW PREVENTfR .6' FLARED f1REDEPL CONNECTION - STORMDRAINAGEPTPE 7a PROPOSED CONTOUR ------- TOP OF STREAM -55- ---- EXIS TING [ON TOUR ® BUFFERLIMiT TELEPHONE PEOiSTAL ua XIS TING SA NI TA R Y SEWER S TRUC TURF TA BL ID RIM ELEVATION INV IN tFROM) INV OUT( TO] . 823 837.52 816.12 (8" PVC+13 0.68%)1520 816.18 WPM PVC! 1324 1324 837.40 825.0718" PVC 0 0.51%1 1313 PVC PVL PVC PVC PVC 1510 837.54 827,5118" PVC 91.54%) 2192 8225116"PVC ( 3.08%)1764 8174918" PVC)1323 1764 853.19 837.10 f 8" PVC 9 0, 73%11765 837.14 (8" PVC)1520 1765 857.73 1510 838,00 (8" PVC)1764 2158 644,42 PVC 836.3318" PV02187 2167 840.81 833.71(8- PVC 9 1.04%) 2158 833.66 (8" PVC) 2191 1191 84169 833.3918- PVC P 0.24%) 2167 833.34 (8" PVC) 2192 2192 841.13 831.60 f 8" PVC 9 1,54%11191 832.57 (6" PVC11520 IO 1323 TO 1324 EXIS TING SANITARY SEWER PIPE FROM TO DIAMETER NV OUT lNIiN STRUCTURE STRUCTURE. (int 823 816.18 1324 825.07 8" TABLE MATERIAL PVL LENGTH IN 113' 0.51% 1764 1765 1158 2187 2191 837.14 838.00 836.33 833.66 833.34 1510 1764 2187 2191 11,91 627.51 837.10 83371 833.39 83260 8" 8" 8" 8" 8" N PVC PVL PVC PVC PVC 312' 109' 251' 48' 308% 0.73% 104% F 0.24% 1.54% 1764 TO 1520 1765 TO 17b4 2158 TO 2187 2187 TO 2191 2191 TO 2192 1192 TO 1520. 2191 83257 1510 827.51 8" PVC 328' 1,54% 1520 82749 1323 816.11 8" PVC 186' 0.66% PIPE -1101 NSUL TANT: angle Site Design, PLLC 104 Barrett Drive, Suite 101 !neigh,'NC 27609 191 553-65 70 o wder@[rianglesifedesign. cam o c� MA i THEW E. LOW DER A No. 037 fo S7dNAL E� 7WNERIDEVELOPER. rimax Properties, LLC ttn. Adam Selmer 00 E Morehead Sfreef horlotte, NC 28104 94-954-7224 sellnerpa primaxproperties. coin P V116 �A PROPERTIES, LLC Moor, SUPPLY COWMY This document, together with the concepts and designs presented herein, as an instrument of services, is Ihfended only for the specific purpose and client for which it was prepared Reuse of and improper reliance on. this document without written authorization and adaptation by Triangle Site Design, PLLC shalt be without liabilify to Triangle Site Design, PLLC Drawn -- Checked Approved Project No, 0010 Date; August5,10; Title DEMOL I TION PLAN Sheet No. D 1, 0 r 0 C V N q -z.-i r� qj1 � L � Qj -4-qj U C This document, together with the concepts and designs presented herein, as an instrument of services, is Ihfended only for the specific purpose and client for which it was prepared Reuse of and improper reliance on. this document without written authorization and adaptation by Triangle Site Design, PLLC shalt be without liabilify to Triangle Site Design, PLLC Drawn -- Checked Approved Project No, 0010 Date; August5,10; Title DEMOL I TION PLAN Sheet No. D 1, 0 r 0 f/:COUNTYY/RG/A4q APpROX/MATELDl.4I/ON MAPS_? 4 fxrsrrNGYf7jZDNANO / 7 ALLfGHENYPOWEREASEMENT I CNA/NLAj;j n6Plp 1 --- --------- ITh — — — — — — — — — — — f STDIiMDRAlrVA6EfASEMfNT R4W hW,9 fRfOfR/ffC�/NTYSAN/TAT/pN PE?1-amNWEALTHGRDUP ----- ----------- .---� gUl/R9P/TY gCTASURYfY �.. MAPf3-q-AZ !� / / � r NST NT I -003 � � S 1 EXIST//rlils'ASH/NGrON -- R/W 6asEasErY,9Vr R/w f r 1 f a7r, f _ � MAPS A -f ~ CL �� 1y ` INS1RUMfNTOB-0007156 NO PARKING -FIRE LANE SIGNAGE S f ZP R96Sf/4, t R6ACl TR I 5 AND YELLOW PAVEMENT MARKINGS ANSfDRMER AER FIRE MARSHAL REQUIREMENTS PAD + 15 1420R010MATfLDC4T/DN 1 fX/STlNGYER/70NAND 1 ALLEGyfiYYPOWfREASfi�IfNT ! I I f � 1 1 t fxrsr�NCWASNiNGrDN + 1 ff! GASfASEMENT 1 1 ( j 1 ' I li 1 11 Jl j ( J 1 3 11 1 1 1 I r f l 1 I 1 Il f 1 ! 1 1 l PROPOSE 1 ( TREELINF � t � fCe- j f tt t 1 J r tt t � f t f 1 ) / 1 t; 1 1 ) j i t 1 t t t l t ' 1 L J f 1! f` _1 j 11 L. J 3 1 11 t END SIDEWALK j � fl r 1 I1 f 1111 I#I r` 1 1 1 l MATrHEXIsrrN f f SIDEWALK I ft�f ry - �1 f �" 1� f f � CO.uGPETF 571�.T3�E r a ��• —i 1-6G�7i1--7000' \ O --OSI GJ19" JPEAD ASPHA!PARKING - FIRE L ANE SIGNAGE YELLOW PAVEMENT MARKINGSR FIRE MARSHAL REQUIREMENTS APPRDX/MRTELOCAJ/ON EXIST/NGYER/IDNAND A!! fGH£NY PDn'ER EASEMENT • s° .:.: •.y, . �, �' ND SIDEWALK (MATCH EXISTING SIDEWALK) PAINTED CROSSWALK 1j AL 1���Jl-- -- 1 � � 1 �'1�1 /PR/I�ATl f�� vp � l f o a �' �` �� •� ���\'y ,, � ill � f!r . �. `�� l f WAL-MARIFfA[ ESTATE®I/S/rtf�S IIj TRUST MAPSI-A-O KEYNOTES. OSTEEL DOCK/RAMP - REFER TO AREH1TECTURAL ORAWINGS FOR DETAIL OCONCRETEPAVEMENFOES16NAS PER GED TECHNICAL REPORT SPECIFICA TIONS - SEEDETAIL SHEET f1..4 EXPANSION AND CONTROL 108VTS - SEE DETAILS SHEET CL4 OASPHALT PAVEMENT DESIGN ASPER GEOTECHNICAL REPORT SPEUFICAT10N5 - SEE DETAIL SHEET 114 STANDARD OUT Y PA VENENT HEAVYDUTY PAVEMENT ® VDOT PAVEMENT SECTION OHANDICAP GSIGN -SEE DETAIL SHEET C14 4A VETERANSPARKIN65I01-SEEDfTAILSH£ETE1,4 4B ON-LINEPARKINGSIGN- SEEDETAIL SHEETCt4 OBOILARD - SEEDETAIL SHEET C14 OCONCRETELIGHTPOLE RASE 0 CONE RETESIDLWALK-SEEDETAIL SHEET C1,4 TORSIDEWALKSAROUNDBUILDING. ODLIMPSTER ENCLOSURE - REFER TO SHEET C1.4 O6'-0*1ONGCONCRCTEWHEEL STOP, PINNED TO PA VEMENT-SEEDETAIL SHEETC14. LOCA TE?'-6"fRDMFACEOFCORO OR SIDEWALK. l0 SIGNAVERSEPARATEPERMT) 11 4"WIDE PARKING STRIPE PAINTED WHITE l TYPI 11 4"W1DEPARKIN6DIAGO1VAL STRIPES 13 ACCESSIBLEPARKING AREA -IPERA.D,A.REQUIREMENTS) 14 NLW GRASS/LANDSCAPE AREA l5 CONCRETE CURB AND GUTTER - SEEOETAIL SHEET C1.4 1b STOP 516N- SEE DETAILSHEETCt4 l7 PAVEMENT MARKINGS 18 NEW CURB CU r, MATCH EXISTING EDP & APPROACHPER LOCA I CDOES & SPECS. 19 CONCRETE FLUME - REFER TO DETAIL ON SHEET 11,41 NOT USED) Q PROPOSEOPARKINGCOUNT "SI GNA GE NO TE RETER TO5/6N4CfPLANBYOTHERS. Q 51GA/ISPROPOSfOATTHE/NTfRS£CT/DNOfR£TA/L BOUIEYAROANO USR0UTf54. AL( S/GNAG£W/LL CONfORMTO TNffRfOER/CKCO41NTYIONING 0R01NQNCE#165-741.06 DISPL A Y NO TE 91SP24YOFNORSERYSTOff 4Z0N6W1T#0TH£RPROOUCTST1G4TS,4LE,4RfIVORMALIYOI5PLAYfO OUTOOORS, S114ZI BffX£MPTfROMTH£SCREEN/NGRE11lJIREMENTSfOR 00000RSTOR,4GEAN0 PROCE5S/NG CONTA/NEp IN & 165-141- IO G29AI.PCSC&C Nm 0. 1M&xJ9Fffr 0 a 'w c Drawn Checked Approved Project No, 001051 Date., Augusts, 2070 CONSUL TANT., Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 17609 (919) 553-6570 ml owder0a triangl esifedesign. cam OF 10 � c � z MATTHEW E. LOWDER Na. 03 110 'ONAL OWdERIVEVELOPER, Prim Properties, LLC Attn. Adam Sellner 1100E Morehead Street Charlotte, NC 28204 704-954-7224. asel(nerpFritnaxproperties. com PROPERTIES, LLC MACTOR SUPPLY COMPANY 0&SITEAREA ; 2.15,998 SF 14.96 A BUILDINGS 19,031 SF 0,44 ACREIS) 8.81 YOFAREA SIDEWALK 8,415 Sf 0.19 ACRE(5) 3.90 % AREA v PAVEMENT 66,955 SF 154 ACRES) 3t00 %OF AREA OVTDOORSTORAGEITENCEDOUTDOORDISPLAYAREA) 15,004 Sr 0,34 ACREIS) 6.94 YOFAREA EXISnNGPAV£MENT(WALMARTL0A9IN63WALMARTORWE] 17,070 Sf 9.62 ACRE(S) 1253 %OFAR£A TOTAL IMPERVIOUS AREA 136,471 SF 3.133 ACRE(S) 63,18 % Of AREA GREEN/OPEN SPACE 79,527 SF : 1826 ACREIS) 36.62 Y OF AREA 1NCREASEINIMPERVIOUSAREA: 109,401 SF 251 ACRES) SIGH T TRIA NGL E NO TE WITH/NTNfS/6111" TRI, NGLESSNOWNONTHISPLAN,/W09SINUCTION& f£NTWO12/fffTANDE/GH7pglm7ET /NHE/G,YTABOYf TH£CURBL /NI-ZZZVT/ONOR IHENE49fST TR4y£Lf,9W4Y, IfNOCV, B/NGEXISTS "SI GNA GE NO TE RETER TO5/6N4CfPLANBYOTHERS. Q 51GA/ISPROPOSfOATTHE/NTfRS£CT/DNOfR£TA/L BOUIEYAROANO USR0UTf54. AL( S/GNAG£W/LL CONfORMTO TNffRfOER/CKCO41NTYIONING 0R01NQNCE#165-741.06 DISPL A Y NO TE 91SP24YOFNORSERYSTOff 4Z0N6W1T#0TH£RPROOUCTST1G4TS,4LE,4RfIVORMALIYOI5PLAYfO OUTOOORS, S114ZI BffX£MPTfROMTH£SCREEN/NGRE11lJIREMENTSfOR 00000RSTOR,4GEAN0 PROCE5S/NG CONTA/NEp IN & 165-141- IO G29AI.PCSC&C Nm 0. 1M&xJ9Fffr 0 a 'w c Drawn Checked Approved Project No, 001051 Date., Augusts, 2070 CONSUL TANT., Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 17609 (919) 553-6570 ml owder0a triangl esifedesign. cam OF 10 � c � z MATTHEW E. LOWDER Na. 03 110 'ONAL OWdERIVEVELOPER, Prim Properties, LLC Attn. Adam Sellner 1100E Morehead Street Charlotte, NC 28204 704-954-7224. asel(nerpFritnaxproperties. com PROPERTIES, LLC MACTOR SUPPLY COMPANY This document, together with the concepts and designs presented herein, as on instrument of services, is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC Title SI TE PL AN Sheet No. --�_, CIN o v � q � qJ .c This document, together with the concepts and designs presented herein, as on instrument of services, is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC Title SI TE PL AN Sheet No. STORM DRAINAGE CHART EXISTING STORM STRUCTURE TABLE STRUCTURE PIP£ STRUCTURE NOTES 1D RIM LENGTH SLOPE SIZE FROM To GRND/RIMELEV INVIN(FRDM) ENVDUr(TD) ELEVATION FROM TO fftl [%1 &MATER1Ai Eft! !n! fftl Y!#202 C3#20195' A52% )511 REP $39.9 8344 0417 837.54 (18"RCP9a z,61%11077 Cs#201 SD INLET #2013 160 0.509 15"RCP 839.3 a3a; 8422 CB: VOOT Of -3A, STa 104.09 1466 8324 7 832,54115" RCP [� 3.14%17499 837.54 (30" REP) 3177 837.54 (24"RCP @ 232%11598 aPPRoxMarfLprarroN fHfOfR/CKCOUNTYY//lG/A4R r0#102 CO#101 100' L00% 11"RLP 840.9 839.9 842.9 CONNfCfTURoof(1RAlNSYSTfM, 8.95,09115"RCP 95.b1%11013 fX/STINGYfR/ZONANp OQOI -� r cBJ� ALLEGHfNYPOWERfASfMEN7 r = - - -� E.Y.W IrIps5WA1f4SEMENI [O#101 fESLt100 57' 1.05% 15"RCP 839.9 8393 8428 1598 839,04 835A9f14"RCP�3.18%1 875.09(14".RCP)1466 1013 84168 637.83 (15" RCP)1596 1' � J J � _ r � ...� J �/ I / / ` x. -•-�,. Y � ,��_ -.__ \� , \ � r r- � fREOfRKA'C0119TYYTRGlA9Q 0'2777MPH-441 8 1077 839,57 834,14(15 RCP P 1.19%17171 834.19 (18' REP) 1466 ,,.- r „�„1 � .--- .�- ••�^' '�"' � .�_ ^ � � -, � � fX S171RMpRA/NAGfEQSfMfNT' „�:. / r _ -�- Pf,GC0NYa WfaCTHGROUP 4 r �- 836,10115" RCP) 2077 r - I 1 _ �d .�� 7171 840,06 ra�QI'd 6191 dl rRfOfR/rKcauNrrsANLrarroN l ` - XLiasuRYEr _ -e i VE / �/ �! Tr - - r SUR it 1 ! V Q ! L i 7283 635 85 837.18 115- RCA (� 0,60%11308 83120 (15" RCP13743 <� / ` X / - % / MAP53-Q-a1 I�� fXlSr/NGWASH/NGrON r rl _ " / �" -- ALL EXIS rING BOUNDARY AND TOPOGRAPHIC 1NFORMA TION TAf(EN FROM A LAND SURVEY PREPARED 1308 836.50 833.25 (15" R(P) 2283 b S �uNrrioA� T_ E r ue 0 / Fn r BY:PATrONHARRIS RUST&ASSOCfATES, PC -.•�- -..� � „� � / � � SIJ ep.� � •`� � �� '� \ 2431 841.19 833.89[48"RCPA0,88%)7777 . 83379[48'RCP13243 ; -- J .� r 5214 x x x vE #2431 so,NLfr S [REA MI WE TL A I UD NO TE r SFO FO-� �p FO ���� :�-I ��_�, / �f�FO / \ Xj1y3 rHERfARfNOEX15T1NGJURISDICr10NALSTREAMAND/DRWErLANDFfArURESONrHEPROPnSED 1499 83837 834.�2f15"RCP114bb r' �' / \ /� s " so>; » ❑ Jsa > ---i PAR1fIN TB / L -' l ` PARCEL. 1777 846,87 835.97148" RCP �d 1.75%13073 835.87 (48" RIP) 2431 �j`' s❑. >-bv�� 1 »s » „s❑„ s J . - L --� � �--� T 1r h f >s❑ »sp,> - - ----- - �L O �D ZONE L 1 Y Q TE: 3068 851.36 846.56{48"RCP 1� 4.35%1 846.51 f 48" RCP13073 - f "b" »so» »s❑„ »s❑> � T rNiS51rC15NOTLOCArfD1NAfL000ZONEAREAfZ4NEX1A5SHOWNONFIRMMAPS10b9CO204D, jW W �"� �Y \ - >s o>; 3073 85175 846.10 (46- RCP P 0.57%) 3068 846,00 (48" RCP) 2777 W <V`~ j o o 847.41 TO \ EFFECTIVE DATE: SEPTEMBER 2, 2009. FLOOD ZONES ARE 5UBJECT r0 CHANGE 6Y FEMA. cos LOC) LOD }` �------� `�pp � -� �`� Q 3177 835.01 830.65 (30" RCP 110%)1466 I�as 1 Lf7 ✓ D LO(� 841bfTC1 cos_ L� C \_ \ J LOa 841.4fGT1 \ I ! I I , 1 4 842.1[GT1 Vd 4:v ry 1 818,23148" RCP P 2.67%12431 4 f 4 Gas,✓iTnf sPosr r* a�uss- a"mss __WW��� W �.... W 1 \ a 1 s -�- GAS cos __ _ cX- o \ r ---- ti 3243 836.33 " VIS r>rss cos __ _ cos \ -, s `" �. s \ Y I o 828.73 f 15" REP �O 1 4 1/1 7283 ---= cam - L ns c s o ti ! #7Lse � \ ssMANlIf \\\\ } ] Q t �4� 15' l�"Rr \ 7 a EX IS TING S CORM PIPE TA BL E \ 1 I . \� - o MaPsz �Wr) UMfNTB841O1GR1fFES#10 1133% EXISTING1NLEr I^ y {�zLf'99Bsf1slNV=839.3 INV=838,4 INV_838.2 \ � / 1D FROM INV OUT TO INV 1N DIAMETER MATERIAL LENGTH SLOPE \ s srRucruRE sTRlJrruRE I;,rJ (rr1 \ 1 \ 1 \ j a4z.51Gr1 44 / \ 1 \ \\- I I I 4 840.0(GRl 1466 TO 3177 1466 832.54 3177 830.65 30" RCP 158' 170% �.\ \ •y`1 \ \�\\ \\\\ �-y6r \ \ \ I I 1 t f e 4 a RCP 110` 131% \.\\\\\ 1 \\ \� \\ \\\ \ 1 j f I v i 1598 To 1466 2598 83509 1466 83254 Z4" \\ \ \\ 1 APPROXiMQrE[�rQnON 1 I I 1 j 842 If TO h I �� E�rrRErE WAC-MaRrRF4Z fsrarfeos101S 1751 TO 1598 835.35 1598 835.09 24" RCP 8', 318% \ �\frrsn/�YfR0VVN0 11 1 fill/ t 3 f :.'' ':' • y _ 1 841,6fGr) P rRurr \� �\ QLL£rnrENY?01✓EREQSfMENT ( a - .... ai + `. ' : ''; ' . • 8419(GT1 ! • ' s ' ,� : .� '_ - o a "..a MQPs1-Q-p 7 7013 TO 1598 7013 837.83 1598 835.09 13" RCP 49' 561% \ r Z� a j 1 ! ffl1T 2077 TO 1466 1077 834.19 1466 .832.54 18" RCA 63' 262% I 1 111 \ 1 1 I I \ I 1 `.:: .. • ', . , p •, �,. ,� a', •8430fTr1 SDCLEANOUr#102.'.,'6+: .,.:;:• .T•: ..... '84 (5 .L..r'° �.: 'd a .•'.',:° 'a. i 1r0 077 2121 836.10 2077 834.34 15" RCP 147: T.19% . r0o r2 RCP I:; ! a , : - 1. A ' .: 1 21z 7 RCF 164 141% ARIN=847.9 5714 d"f o� -.:.: Q "'( 100% I..:.a a ,, \ / 1 31,10 3243 828,73 15" Q .' INV=840.9 S� CLEANOVT #10 a '_. m .. d . • e, '.' : �' 1783 T03743 2183 8 I I / I EXisr/uGWASInN f 1 � • _ RIM -8419/.. % 1 i (� I : • g v m^ :,.. "' -; ! .;a , _) ' • ` • 2308 TO 2283 1308 83315 7283 831.18 S" RCA 163' 0,60% I I 111 II l j11 I I t j l 1 1 I 4 . .amj :. ` . �': \ J ] O=OSZ°G119" RCP 108' 2.d7% ff ,. '' a . `• INV=839,91 . -, 105% �? f t 1 1 f i + /. __ l -J • `q : I - . ';. �. a , . / \ " 2431 TO 3743 1431 833,79 3143 818.13 48" 1 11 1 1 I 1f1 I �II II f 1 11I f •.w •. �•' t~� Vim. .'..-'n, v • .tia. Q 7 1 f 11 1 1 1 I 1 1 If I _' - .. • ; ,;rV .• ; •. .: 8415fTP1 , ., / 1 11 "� ., a. s43a1rPi+- ., q.,..- � .: I 2499 TO 1466 7499 834.57 1466 832.34 15" RCP 61` .3.14% 2431 .833.89 48" RCP 226' 0.88% 1 II ` '' :•w' `,t'� < ` 3 -"�',ay _t` r e t e 1 . ' ..7� 91 s 7777 ro z4�r 1777 s3se7 1 J l //% l I 1 I fI �) I! f i ! f ��� .a43.o(rPJ �` :: - ry \ e .� Il l / I �! fj 1 1 1 " F-� s��', �� � •' .. •. •e 1785 TO 2784 850.80 847,97 18" RCP 58'. 4.86% l I l t] 1 j i 1 I i I I II� I o I ;:843 0f TP1 ROOF IN �. , # ..... e• 'n ..e : x � �a 8410fTPl,.:': �- 8412(TO / � % 1 / / n � 3068 846.55 48" RCP 26' 4,35% I QSP r 847.67 ��r �1 II if ! 1 I l 1 r I 1 1� 1 I 84751GR1 fTYPI a Q ,' `, / p / / 30[1 x03068 �� S ( � � 1, � � I 1 a:-"., - �e.t ;• ;W�v .a'. '�•��`�`a�;` " 840 TP1 I �'' r I 646.10 48" RCP 71' 0,57%. 4 !! y f { 1 1 1 J I f I 1I •'�::, , ; .. �.� , ,. >-., - ,: 4 , '�• d'. ° .; 'g `'• _ .. / , / .� ( 3068 T03073 3068 046,51 -3073 5 1 � � 1 f ( � I � • f ;�3- "i`# s _.' � _ "' ;�' -� „ ., v. 1. �.� � '�'; , . • � . 'sf � r � �'~ `Y °a � - -o 7 ! f ] I j! f I I ` I : . ; F :.....' , I`--� 48" RCP 365' •.• 3073TO2777 3073 8k6.00 2777 835.97 t � ! 11 f � � j j o, 841.0rrr) ssMaA�rf I t � / / ! 1 �1 I1 j f 1 ll�d �f 1 Q a. ,., •:tri .; �.¢,. ° ,< / #119 saLNLfr 1 1 1 1 1 � ! I � 1 � ., : � `�, ' � 9 •` J • .. • ./ � 84R5�GT1 \ #2283 1 1 1 1 1 1 I I t ! .: ` 1 1 1 ) 1 840.7frE)-- `- ` �r LEGEND OF S TA NDA S Y�1BOL S ! 1 1 11 1 1 g•84o,z(rPt I I I t +� � '.: �' -�' •' '•' n. r•- ^ � � # LIGNTAOIE � HORIZON[At CONTROL POINT 1 I I 1 1 1 I I 1 1 1 r J J � �, ' d•+ ,14 .r A4 a f � Pact +f+i- 6UY f I I I I 1 .a%1 1: ..: I f ! I I ! r 1 1 1 1 1. 1 .. � .: { ' v - . .: a. SSMQA/f/OLf TELECOMMAPPARATUS TEMPORARY61NCNMARK f I III � I 1 1 , � • � "� �� \� ^�•" ���' 843.0(TSJ � ; •,'. • . ! ; � • I � sN I :a • j #7197 IIIIIIII ) ) 1 1111111 �`k�Y a, 1 �r ` j I °, a a .� 4 ^ ^ .' �� . •: 1 fes` QPPROX/MarflOrQT/ON fifCTR1CAPPARATUS ® WELL ® HORENOLf j GAS ASSEMBLY (� I I � l 1 / ) I � f 1 1 I 9 A�, ' ,�,a � �r � ,� ,. ':, ts� 4 `� ''��•°%;�" ?� ' a' ' .'. ` ` • .i I I / t q EX/Sr/NGYERIIONaA� '� > ��:•�� �::, ,,, ,: ,a.�, .� .:.'1. � � 1 1 I ( L 1 1 ' 1 .,, ' �^ t� `.• .: ,.i . ,`•/'1.5X / O BURIfOCABLE MARlffR �: 1 I 1 �� . . ,: �; � ,: FFE 843 Q � �:. •... �,," . m < •... i 84121 rC1 I o �.�... .�'" � � \ ~ I f� QLLESHENYPowfRfasfMENr I w % / / / 1 11 1 1 a z .. • •' y a e. °'' . I SAWTARYMANNOLf / / / / ) I / a 840,71TP1 I a II I / �_ iAR6Es15N / � SIGN `�� � � '•'• < � .1.. • � ® rcfANBUT TREELIKE - 1/ / I l � 1' �� .� �.� .• � ;�� °1' o � sfPT![TANK 3 1 I 1 1111 111 a 4 M ! >' �f37 I 1 „ °' a �° ' .,:. + a • ! fX. WArfRd Sf1✓ERfASf ifNT I is CATCH BASIN flRf HYDRANT / / ._� `.1 I 11 ` / // / / r^ % 1 a' . - -,' .,c < '': , 841.5172)• rr / / 1 1 1 1 1 1 .' +' +• . ,.. PR IASrRUMfNT#04 !1151 o WA TER VAL VE �/ / % / 7 1 I 1 y-ha�,.. r £ :. _ +• ,,.< h� ASPHaIr 0 OUTLET CONTROL STRUCTURE DQ �^{ / / ) 1 1 j 1 1 e » •:e t', e• ® WAFERMETER �/ / / / 1 1 v .. n'• ''ai [ O STURMDRAINCIEANOUT / - BAr✓<FLOW PREVfNTFR �y-t � , / / / / / 1 � l 1 1 f 1 1 1 1 a� ''a �:., � '..;; . r. � ".-�,F. ` � �, may, "$ _ . • J � � �� K,»s � �. k . ,u � � • 1... , ;/ • ' '+' .,` :: ! •' 1 � FIARFD END SECTION / / / / ) ° w. • +• : e F DEPT, [ONNECTION / -- / II ] II 1 I iYARD INLET#702 • n / / % 6z�- f " 1 f 1 y '� xr ; i• '' a. a e a ' a 1� 1 I STORMORAINAGEPIPF / / / / I I '>�'1 I >� �5 RIM -8417 ` /-�`:.," .'�5v � ..., '.*' /'•' ,,� ,`' I � y ! �� PROAOSfDCONTOUR / I / l 1 I 1 u t r :1 •�. 1 r f ¢ ------" RIP OF / / 1 r � �:� �-. ' � �. _ ;r a � � �;.,' ` ; ..' / •' + • :: � I 1 � -55- EXISTING CONTOUR /// / / / I I I INV=839.9 :.. �, '.. M. s r . a 1 • . •e .' . e.. q a' O ! ! / � /// 7. 1 ^ _ � IIJFr 111 1 I `� � � .. � "s •: ti .d .� fa•l .a':;7 :'A' �• • ":. ,/�/•, � � � � E r _ 9UfFFRL1MI( � TEL EPNaNfPEDIS TAC -'� / / / / // 1 ' I � -� -4..- a � b'4``�' `^'S" -�q. 'S "rr .y 'n � 1 e� f. .1 •• •, : F . °i�,L � I � � I .X/ /./ GR x .� v ", 1 / 84251 l" su f843.Of rSIL r.. ; dd h° 1 1 :. • 8415ETP1 . I ! SA 1 f / / I f I I 1 � x;a• . � r - a .'4 ,"'�' .£ � r `,e• &. 1 f� �)/ / � f 1 f � �1 e ''i '•'+��aa�'.5��n�� •a. _r'aa:�a � .1 ••!• � I � - - 1 ' / // / l � �. � • '.. 1, Dawnspour .,' > :a Transition Boot /! \ :1' N / EX. INLET x,A. «."_ � cn a is / � I , r�' Ere screen for rod0s 1 1 1 I .4 842.75( TP1 a' f 6 • � • .847.0 TP1 - / / q tif � AD1USrRIM-838.8 � 5 4 ♦. I� 1 I 8417SITP1 � > l / I �: .84175 TPJ�•.r'"°`�' / I r7 / •i'• `l4 '841.ZifTPJ / 'r: 1 3 � � 1� J. t % m Pra used Grade � f f1" Maxrmu f 1 / rjI 1 � 1 SOl,NLET Q sorrrLfT / /-,VAT/ #13068 ( 1 1 • 1 1 / I 1 a 1 (� /� \ z3Ngf r war r1ARr �. .� 1 I " k5` Bend 8° arc 100y Min. Slope '� \ \\\ \ 11{ � VAN I / \ �, / j I j j II § � 1 s7r��s3 � fBU/Io/A8 � �1 {'m �`/ � I 111 � I/ / b 1 \ ] I b`-15"RCP 1 /� + 1 l • 842.3S(TPl I \ j - Refer to drainage plan ( \ 11 I / o.s1� 1 v � I .,,, � far size of storm sewer 842.71 TC) . I a I i 84216Tl I // J I ASPNaI r NO TF: A I DOWNSPOUT DETAIL PALL IPE SHALL e° 5C EV LEUT TOR !Q / `' - / t ^ -1 _ ._ NTS 40PVCORHDPE 84231Gr1 t / I / p \ 8424fTO 84116 T) .� LEGEND. `° � / i o - _ \ s..........TOP Lx f saiNLfr ] ; < I I I 1 E / � � L, � r OF SIDEWALK i fl f #3oT7, I I f \ rc......... TOP OF CURB tl ,�, Gr ......... GUrTERFLnwLiNE 11 CATrN BA51N #20 �s e l I I / 0.50% I / \° " / I I I lNV.lN 8 ,6 J e \ W TP.......... TOP OF PAVEMENT j] L NOT -DI -34 (( I 3 I T / fX C / / 1 . WAC-MARlRfal fSTATfBUS/6S a1 \ 1 RIM=838.37 w ' 8317fGT) / TRusr TW..........TOP DFWALL RrM=842.0 � i •_: 1 � 1 ` ` j ✓ � a415rrr1 1 I I 1939.5 / � Bw..........BarTaMOFwALL INV=839,3 , + \ I I 839.5ErCl 837.4fGRI/ , j N 842.0E GT1 I I 845,01TW1 I i 841.51 TO \. 839,0(GT) coo / CONVER TO YARD INLET CB. ......... CATCHBASIN 844.5fBW1 844,5(TC) 8435(TI) I I i l 1 a4r.0fGr1 S 844.OfGT1 _843.01`T1 / I I � ' \ � � vl I / / RIM=837,0 � j GL ........... Gf?ArEIN[ ET 0� 840.51TQ / / 8�8, NTrl I SO/NIST FES....,....fLAR£D END SECTION 840.01GT1 / / 8.2fGT1n ~ #707T I Y1......,.-JARDINLET GR...:......GROUND _FLOW DIRECTION ARROW 837.8 Gr1 '�, 1 MATCH L�1 I , s 15T1NG \ ] QIl i � I - - �f f I 1 / 846.51 rWl 844.5(TW)�&38.1 GT '• �' GT/ L6D .4 - �D� SSMrNHOLf 77,77 T ,.�, �. I , 844.5fBWl_ 844000 ! 1 I SO/NLET r4 1 1 --- -- - ,,. .'` . , 1313 f / #7613 / ql wv Y+v / Q/ � fl01�, KINGS£ Err d` Fl, ` �v1--- W141D- . V �� - W �,, ALIVI�RT DRI V�' QSPALT - �j MRW _ MArrN Ass ~y EXISTING 11Y / J p� �1❑» L� T ❑ ^ °" >; c �- o" ° a a mss �.." a'mss g , / �t j i r �- a q ¢ a s'mss -.� a ass ,• .-,` / COM/07A4✓EQLTNGRWRALTa SSM,4Ad/Olf � SURYfY I / J ✓ 5'91 -7 #159a 1 ssMaLalf y Know What's below, fX wATfR& SE1d£REASEMENT COM'R7A4YfALTNGROf/P PEPrOMMOArb'fQLTNGROI/P #IS1D 1 7>%/A4"/.�STERPARTA4'RS, ha QLTASI/RYEr f dig, ( MAPS1Af w4f-MARTRfQI5,14 BI/5lAt35 �Q11 before y011 Ufg. f � SQINLET 1f #9466 /AST P A� WP19(5Wf 30 D rC0 15 30 LO v 0 f I y ItACHa 0FEET 1 ( CONSUL LANT; Triangle Site Desigl, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 1919)553-6570 mlowder@trianglesii'L3desigi7.com O���PLH OF 7/7 c a MA T THEW E. LOW DER No, 0 0372 (06 S1pNAL E� OWNfRIDEVELOPER: Primax Properties, LLC Attn, Adam Sellner 1100 E, Morehead Street Charlotte, NC 28104 704-954-7114 asellnerpa primaxproperties. corn P. PROPERTIES, LLC 1.MCMFI OmyCO with the meat together w rni5 Dara concepts and designs presen)ed herein, as an Instrument of services, is intended only for the specific purpose and Client for which it was prepared. Reuse of and improper reliance on this document without written au)horization and adaptation by rriangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. I Drawn Checked Approved Project No, 001052 Date: August 5,1020 Trite GRADING & DRAINAGE PLAN Sheet No, C QQj 1-1 N Q_ -� Qj U C with the meat together w rni5 Dara concepts and designs presen)ed herein, as an Instrument of services, is intended only for the specific purpose and Client for which it was prepared. Reuse of and improper reliance on this document without written au)horization and adaptation by rriangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. I Drawn Checked Approved Project No, 001052 Date: August 5,1020 Trite GRADING & DRAINAGE PLAN Sheet No, (U TIL I TY NOTES I � CONTRACTOR SHALL: - - PERFORM ALIEX15rINGSEWER MAIN, SEWER LATERALANOWATER SER VICE REMOVALS ALLWATER ANoFAa.LITIES SHALL BE ENTIRE) Y REMOVED WITH THE EXCEPTION OF SEWER LATERALS INWALMART ORI VC l SEE BEL OWI - 10 ORDINA TE WI TH A I L AFFECTED PARTIES, AGENCIES AND FRED ERICK WA TER - I. ACCOMMUDATF AFTER HOURS W ORK A5 REQUIRED - REMOVE WATER SERVICES AT THE MAIN BY REMOVING THE SADDLE AND INS TAILING A LONG SS WRAP AROUND CLAMP OVER HOLEINWATER MAIN INCLUDING THOSE WITHIN WALMART DRIVE. - REMOVE SEWER LATERAtAI[HE MAINBYREMOVINGSTREE T45DEGREE RENO ANOINS TALLINGASLIPPL06NWYE, CN4/NUAIII ffAEf - �`� ` fRfOfR1CAC�4SrYY1RG/A94 TELEPHONE: 540-450-x111 r #2177 N SEWER LATERAL5INWA1 MART DRIVE MAY BE PLUGGED WITH M1NIMUM 4 F T SLIP I1NFR. . _ _ r>APs3 A- a1 - FURNISH ALL REMOVED MATERIALS TO FREDERICK WAFER INSPEC FOR AS REQUIRED. fX STDRMOA4/NAGffASEMfNT TEL EPHONE SEP VICE - r15 - _ _ PfRmMrA7NtrfA[TiGRv[P - PERFORM FES TPITSONEXISTING WATER AADSEW FRFACIL ITIES 04 Y& AW9 fRfDfR/CAE/l!/MTYSAA9rATR7N "TELEPHONE CO 'TO PROVIDE NEW UNDERGROUND SERVICE, GENERAL CONTRACTOR TOPROVIDEANO `'\ y .1 1 .41A RYfr EXISTING WATER SFR VICE TO. BE - ADJUST,REPAIR,FTE. ALLEXISTING ON- 5ITEWATER AND SEWER FACIL ITIES, _ _ _ - _ _ _ _ - _ _ -1 R-,4&1,Rirr I REMOVED PER FREDERICK WATER - PRO VIOE SUFFICIENT RESOURCES TO EFFIC1ENTL Y ACCOMPLISH TA SffS 1N A5 SHORT Of TIME FRAME AS POSSIBL E. INSTAl1A4"DIA,PYCCONOUITW/PULiWIREfRDMPH1NfPANE1BOARDTDUT111TYCDMPANYPOfNT 1 � �-'`-J"--""" MAP53AA1 ��i �� OFCONNFCTION. / f11y11*wAS#1NC7N REQUIREMENTS - PERFORMALLWORK PER FREDERICKWATERREQUIREMENTS. CONTACT' VERIZON �` / / /. 111KIr/ON !A[sr 40!99 - `- _. - _.sfMENT IARRYWILL INGMAM . R�W V �-/- 1J BOXL � 4 REMOVE EXISTING TELEPHON& 540-665-3156 / / W �. S71'�433fD121 - + ��x r uF FO 0 Eo 8"SANITARYSEWER _ 0 6 39 60 0 / SD/NLET Uf f fdtAWpCSULf 1V / V . O FO - --,_ Fo - - __ � 'x14/1 Fo UP r0 Exrs TING SANITARY SEWER / 1 "Sn" F� FO FO 50/NLET 1 %LD„' »sD» =?SD>� FO °""' F� - f� 0__ - WALMARTPAVEMENr #j14j_0!� ) GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 6" SCHEDULE 40 PVC FROM SEWER MANHOLE TO "SDI' I _ - I "s '> 11 %= '�" 1ASTCIEANOUTOUTSIDEOf8U1LDING.IMIN.1%SLOPf1.PROVIDECLEANDUTSEVFRY75'(TYP1CA11. I I --'- "~, -~ - - 'SD" '>So=> f ., p ) raf�T J`1` -lam _i�`� CONTACT FREDERICK WATER a / o O s ,Sn, „Sg,: - -•- ____� -� TELEPHONE 540 868-1061 I 1( cc Vql . b W . w .Z7 - - - y SD SD> D> >SD �-_`` -- - -- _ 1J I _�� d[+� cos-- { REMOVEfANHOL OV ' ______i__»sn» .>sD>' »sD>.> NATDRAl 6A5 1 •---7-- -1 cis � �MANNULE w �' W � y FILL EXI5TINGMANHOLEWITHTLOWABLE GENERAL. CONTRA CTUR TO COORDINA TE WITH NA TURAL GAS UTILITY FOR SFR VICE LINE To PROPOSED 1 I 1 J GASAIIT,vfSSPOs,r �- =- Y� j I wy wv FILL. REMOVE EXISTING RIM AND INS TALL 8Ul1D1NG I I s `- -cis --�-_ cas ca GAS - - --- _._ ` "" m a"Oss 1® w " _ 1111 W W 11/ 11y CONCRETEPAVEMENT rU MATCH EXISTING CONTACT: SNENANDOANGkS L I s _ __ cos �. _ �+ �, , „ 8'Oss TELEPHONE: 540-869-1111 ! 1 SSMANf/OLf ` s _ ca, � OAS _� 3 -- - .:i_ 5 „ I k o � &5B - micas .r GA - - cts --_ res -�` ms U PAVEMENT I II RENO VEfXISTIN AppRDXIMATfLOCATID `=�= � -_ _ L j SSM4A LE ! i l R£MDVF METER & t l 8" SANITARY SEWER OF EXISTING SAN) TARY SEWER EXISTING FIRE R'� #1497 1 f SfRVlCf PER SfRVlCE TU BFRfMOVED HYDRANT IO REMAIN ~ I \ APPROXIMATELUCATlONOfEXISTIN f �I,W�,'Z;ff fRfDER1CKWATfR pSANITARY SEWER SERVICE TO BE REMOVED a I REQUIREMENTS NO PARKING - EIRE LANE SIGNAGE " 1 �j j I I flREHYDRANT APPROXIMATELOCA TIU I AND YELLOW PAVEMENT MARKINGS I j �, ASSEMBLY 10fr FREDERICK OF 8X15TING SANITARY SEWER = -- _ _ _ _ _ a'� (� [ T Jy� 1 _ L EMEND V! S ! A NDA RD S YI '1 BOL S I 0 BOLLARDS PER FIREMARSHAL REQUIREMENTS ILL EXISTING 8" SANITARY i +� 16'-d"CLS WATER EASEMENT SER VICE TO BEREMOVFD _ � SEWER UNDER WALMARr " 1 y RES IRA IN£DDIP 8"x81TEE 18"MIN I "PVC 4, PAVEMENTWITHFLOWABLEFILL q LlGNrPOLE Q 1 � 9 WATER MAIN I (2)6"Rff1UCER5 SEPARATION , f . HORIZONTAL fDNTRDI POINT ApPROX/MATf[e7lRT/ON 1 I I I 216„GV ` 1RR1GA TION ` h POLE -1'-{ f+ GUY fxrsr/NGYfRZCNANO 4 d 4" PVC i "-1 COAyRfTE WAZ-IIAR7&4z ES%ArEBUS/A4`SS TELFCONM. APPARATUS TfMPORARY8ENCNMARX BY A[LfGHENYPUwEREASEMENr j 1 W'' '' •' ; •+ F •; .' ; A ! • 1 SLEEVE fLECTRICAPPARATUS ! I jam` n a , . ', ` '' A . r ' ' ,, ,� : ....e , � • : A• � o REFER TO PROFILE# 1 THIS SHEET r9usr GAS ASSEMBLY ® WRL 80HEMIE � � .. �', •+ 35'-6"C2 52 • "- .' ' , a _ 41 IRRIGATION 8 NAP5Z-A-D I f '..$ 'U�4 �' '_ - _+ I . it . y _. 5 S <[ BURIED CADLfMARKER \ I I 1 O .�^'. ' R£STRAINEDDiP:'.a '' '`'a>.' . •a ..`' � ' '~r II S1EfVf 110'-8"WATER MAIN AS 1 Q ANlTARY MANHOif j a . ^ . ' ... �:. +.' . a'x ; : II n ICL 51 RESTRAINED DIP) 0- SIGN �- LARGE 516N I WATER MAIN ' 0 CLEANOUT I r • ° ' 45 DEND (1Flrl fX/SI/✓EihASH/NGTON:^g .. e' a.n `A ° I. 1;' :r. i4 I $ 71S43Df FIREHYDRANT 11 TRf£L1NE111�,' ,F ,ui'�'0 . � SEPTIC TANK GASEASfMENT I a ^`-�,Yl -i -'' ' q . , I'., , - 0g . • :�. n 1.' _ - .� _ II0, q � CATENEASIN FIRENYDRANT I I a ;� 1 --�_ 11 ASSEMBLY 6"GV :e a _ f j';� •!', "4y+ ' a tea' f. `\ . it Zz66211=70.00' OUT1fTCaNTROL STRUCTURE WATER VALVE I s :4, a $ .; .` I q FRFDfRlCKWAfER' '75, 6-P * . O STORMDRAINCLEANUUT ® WATER METER I I a+ .tl a , . - I k2 1 b .s' ' ' BACKFLOW PREVENTER I - � ftARFDENDSF I � _ ND PARKING HR£LANESIGNAGE I I ! Q � � a "� ate, , • : , ' II o � o FIRE DEPT. CONNECTION ` � • , w a . + '.. 60'-b'PVC SS `:g \ a' ANO YELLOW PA 01ENT MARKINGS I - STDRMARA1NALf PlPF I 1 j NO PARKING - F!R£ LANE SIGNAGE= 11%, , - -' `. I� I -- �& -' PROPOSED 0N [OUR u s Via - II ------- TOP Of5TREAM I AND YELLOW PAVEMENT MARKINGS ' ' ' A ` \ PER FIRE MARSHAI REQUIREMENTS -55rI1 ?° _ 4I ' " EXlSTINGCDNIDUR 1 5" " .y fib' m"_ s:' + ' +•' ' a .1: ` .� . , �, .R BUFFER LIMIT , � r :,� - I} PER FIREMARSHAL RFRUIREMENTS,- ; �• -1111: c' � ,. � ... ter" �=°'- ass •. <,'' • ' . f �•� '•� 38`�'."'°" TFLFPTNJNEPFDlSTA1 � I I eras• ..-.:+ \ •� \ I I b,:VtDMM r �, a : '',d -• a .,'a .:d ;.: a, a I ON RISER WITH SEPARATE BRANCHES FU:. li a Q R D0Mf5TiC&lRRIGATlONSERV1Cf5. 6"PROTECTUS3METER,,, "' k u _� ASPHALT r. y U TIL I ! Y LEGE ND 1 j WITH DOUBLE DETECTOR CHECK FIRE LINEBACKFLOW „ - il w -,x � • • . . RfMUVEMANNUif & , s _1 I ! I I PREVENTER, 1" DOMESTIC METER WITH I" DCVA BACKFLOW k �' > ` `" 1-W 4Y 55 CL FANDUT . • I ; 55 CLEANOUT .' ,,' ' : •: - ti_, - -•- 'EXISTING81 oPP 1 1 , 8"xb"Tff NEW POWER PULE I 3 j °� .: . . • ' , :' I $ \ sSMAAw,IE I j PREVENTER&y"1RRlGAT10NMETERWITH y"RPZDACKFLOW w HRC . 'g'' ::.dR1M78429 a RIM=$41$ a.', o : 6'GV $ANITARYS£WER W I I /,, a INV=839.5 .. #11910 NEW WATER METER I IPREVENTER1NRISER ROOM (INSTALLED INA WAY TO., � g DEPARTMENT ; •a'+ . • : 1Nm38,7, `•.. • - . .., 1 \ UP TOEX15TING I oDo J l ., [� ?' ALLOW EOR IFSTINGOFBACKFLOW $Y$TfM) a c .'� ` e `. e . :•- "n 1 `" -`_WALMARTPAVFMENT I I Q r, meg.. ;., � � . e • . ; ' '• : CONNECTION ,I / NEW GASt9ETER �. ! e' z b"PVC SAlJ1TARPSfWfR . ' #s . CONTRACTOR SHALL CORE DRIL L CONTRACTOR SHALL CUT 1N NEW 11 "x8" M1 TEF I 1 I PIPING THROUGH MfTfRS AND DOUBLE DEFECTOR SHALL- + ' ,.Flt" (2112" GA VE VAL VES AND 1118" GA TE VA1 VE I ' ( 1 I ','. s SERVICE (m 1.0�' MIN '.. AND CONNECT NEW SEWER , NEW Ei EC TRIC METER 1 I 1 ! BE PERFREpfRICKWATERREQUlREMfNTS SLOPEa'�', A ' y WITH 1 MJ D yy NEW WATER SERVICE I o a ., a. •�a : If 1 L NG SOLID SLEEVES f �..c ; LATERAL TO s r \ 1 1 n j ul � ' .. �b :' . • :,. •` • L. ' RESHAPE BENCH, ALL WORIf PfR ; . • : jjj SSMANfA7LE I �i ca is a �' q a'. ,• a. ' i J j cas _ CAS _ I ) I W # Ff£ 8430 1 a f + FREDERICK WATER REQUIREMENTS'. , : • r #119? I NEW GAS SERVICE ! + x y'_ : • ••' �' INV=83294 '• -_ - . i . I I L. t .,--.. :a. f ONTRACTORSHALLRENOVEEXISTINGFIRE NEW SANITARY SEWS 1 +•. v , : : " +<> .: �: ,„ ` • - i HYORANT TEE ANO GAVE VA VE: I R' . +j f k \ r .'' F rA� ".,.�a, ., .:�.: REDfRlCKWATER I (� I rl , l t�,S' ,' A"'. C',a k Md4• @. "i' 1l. I ' - r• 1 I . s y i b... r�. n o •A �P b l I 1 •,•. � A r � � :Q •• NEW SANITARYSEWfRCIFANDUT ". M . ' d �: e ,=.: I x EX WATERd SEWERS .. '' c '.. ASfMfNT n .p 1 �' : ' l � l �;' � "^�, s > � . � �� a?° . , .. _ � I PfR /MST r - a s"a:' RIMfNT#A4-17151 '^�., x .e �,.. .ter i `' .- N 1 z fix: •'a. f', e•° a' . e, a a d. • ^ - --. `_ g 7 O �' / j � � �. '�: � "1111. a: I NEW UND£RGROUNO POWER SERVICE. �' :. . . ` ASPNA[J 1 4t�.. ' `� e 1 • .i ( + K� I ! • ':' I I q o ..-., - :.•: : -- ----• _ _ _ i WATER SERVICE TO BE -� UT - NEW UNDERGROUND T£L £PHONE SERVICE !+- x ; : : ` +'' . \ I 1 x ''. x :w '.: RFMOUfDPER FREDERICK WATER sD/NLf/ #1183 APPROX/MRTE[X4A %N fXISTIN5YZ,?1ZC2NxA9 .4LLf 16 VY ,'W6? N PUWERfASfMfNI APPROXIMATE 1 OLA TION OF EXISTING SANITARY SEWER SERVICE (HELD LOCATE). CONTRACTOR TO YER! _ FYlf SER VICE IS - x.. ;r .•. La o NOTE I I,. .4 ::,'�: %4 REQUIREMENTS I ACTIVEIYSERVINGTHEADIA N ,� " . s ' � }, ..: ' :. ` CE T WAIMART ' I " Y 1 i b DEVELOPMENT I E PMENT. !F fT 15 NOT CRVE T EN A I. CONTRACTOR TO 8E Rf5PON5i8I E FOR VERIFYING &APP f I ': " .. .:: ' r' L Y1NG FOR / �� I I o `. / v �::-" ." . ' ' Y I TO £ RENO PER B M ms; •� E FREDERICK T • AER 1 a" , UT111TYSERVIC£WITNEACNUT11fTYCOMPANYPRIO TO o �� - ." •`•. •�, - ��- •' � ` .•'. '• �+ I � / J k ..� -; `>, ,5 „ r :.? •'{,, w. d. +• '1• 'f'a a. ''�A ,r•a'. I y� �- STARrlNGCUNSTRUCTION ij y I ,'. „"M �' U ` _ • N © REQUIREMENTS '�, :, j a I / i�:. I `., .. n �. >°'., a t °gin ' ' 4 ., " ! II `: t Z. CONTRA( I �...,...., ...:... �'.`. i .. �, SAN I �� ti , TOR TO BE I I o t r x ;. M ,.- I.. I .: .; .. I ^, j ri r +. ', Y,:.r. ; �_ :.-:. _ Y3+ -a•-4'' _ _ j. :";... e .;'. ,.'� d' . « 9a a. d '•• . + ' , . a I w SAltl i MUNICIPAL UT1LIrYDEPARTMENr& DEPARTMENT Of ! I �, '. ''.:1.;....• r • -. , ' •0 • •' _� ! _ ". r• -,. ,1.111'. . I ,, . .. TRANSPORTATION :. '..., ,., r'rn" '; ; • � -: I Af 1 , r :<"' I 1: ,'e:• '' _ _ -�+••/- f I } •a / ,..: �, { f1 j.f.. .A"• �y,' I 4 1 i . �'x'� r.'' t. ' t . '1 / O i r r :: _ �•. n:.' n 1 • 1,111,,"� � �.: lti y a -,tom.....• ' 'h'. .: i 31:.F1 - 1 - t ice' '.Y�rr22 ,'A' •'�Yr I i ,` a rt Y. \ n I 1 + j+ �„' l•0.", 1 .... - • . SO/NLET •-`r;`r`•^a - '� - "e •N +: I I I t e- .- I I f o j \°�` �i.: , . ®a ' .;'' '•r �� SO/NLET ~ . I I. 2 1 !" \\� 1 � p . I II � I j I E //C Hr i FIRE HYDRANT 1 L sD/NLET EYrsr1A� XISTING SAN/ TARP SEWER STRUCTURE TA BL L I T Y SEP VICE NO TES RIM I ELEVATION INV IN (FROM) INV DUT(TO) ��� V ,r'-�T�r '! Y Y- V Y `! "! -If- v v v I 837.52 876.11(8" PVC P 0,68%)1520 826.18 WP V0 1324 1324 837.40 �� . 1510 WATER SERVICE 81151(8" PVC (N 154%)1192 82752 t 8" PVC (rd 308%) 1764 8274918" PVC11313 GENERAL CONTRACTOR TO PROVIDE AND INS FALL WATER SYSTEM PER MUNICIPAL RfOUlREMENTS. 85319 837.10 (8" PVC @ 0.73%J 1765 ��`�r 1765 857.73 827.52 838.00 l8" PVC)1764 CONTACT: FREDERICK WA TER 844,42 308% 83633 (8" PVC) 2187 fX15T1NGWATER SER VICES TO. 840,81 833.7118" PVC @ 1.04%)1158 833.6618" PVC) 2191 TELEPHONE: 540-668-1061 841.69 833.3918" PVC (D 014%) 2187 833.3418" PVC) 2192 6005 TER STATION TO REMAIN 841.23 8.32.60 f 8" PVC' P 1-54%11191 ELECTRIC SERVICE 833.71 8" fffPf 271_aUNTYYlKIA0 Z51, APP?.W,Y4TELOEATION 2187 TO 2191 . 83366 2191 'POWER CO." TO PROVIDE UNDERGROON0110/108/3PHASE SEP VICf. GENERAL CONTRACTOR TO 8" PVC NAPS A -A1 0.24% EX/S71A6;'ER/IQNANO 2191 833.34 2192 I 832,60 PRO VIDE AND INS TA41 TWO 4' DIA. CONDUIT W1 PULL WIRE TO UTILITY COMPANY POINT OF PVC. LNs-rR y 7-pvOf73B 1.54.E A[[fGHENYPOwERfASEMENT 2192 831.57 1510 827.51 a". CONTACT; SHENANDOAVALIEYELECTRICCOOPERAHVE 318' 1 01NLET " _____ -- x x -'--•--Y 1510 Lry4llIRUMENT#OG-1751I Epll�x. warERsSIY£REASEMfa]CONNEIflOA 1313 (U TIL I TY NOTES I � CONTRACTOR SHALL: - - PERFORM ALIEX15rINGSEWER MAIN, SEWER LATERALANOWATER SER VICE REMOVALS ALLWATER ANoFAa.LITIES SHALL BE ENTIRE) Y REMOVED WITH THE EXCEPTION OF SEWER LATERALS INWALMART ORI VC l SEE BEL OWI - 10 ORDINA TE WI TH A I L AFFECTED PARTIES, AGENCIES AND FRED ERICK WA TER - I. ACCOMMUDATF AFTER HOURS W ORK A5 REQUIRED - REMOVE WATER SERVICES AT THE MAIN BY REMOVING THE SADDLE AND INS TAILING A LONG SS WRAP AROUND CLAMP OVER HOLEINWATER MAIN INCLUDING THOSE WITHIN WALMART DRIVE. - REMOVE SEWER LATERAtAI[HE MAINBYREMOVINGSTREE T45DEGREE RENO ANOINS TALLINGASLIPPL06NWYE, CN4/NUAIII ffAEf - �`� ` fRfOfR1CAC�4SrYY1RG/A94 TELEPHONE: 540-450-x111 r #2177 N SEWER LATERAL5INWA1 MART DRIVE MAY BE PLUGGED WITH M1NIMUM 4 F T SLIP I1NFR. . _ _ r>APs3 A- a1 - FURNISH ALL REMOVED MATERIALS TO FREDERICK WAFER INSPEC FOR AS REQUIRED. fX STDRMOA4/NAGffASEMfNT TEL EPHONE SEP VICE - r15 - _ _ PfRmMrA7NtrfA[TiGRv[P - PERFORM FES TPITSONEXISTING WATER AADSEW FRFACIL ITIES 04 Y& AW9 fRfDfR/CAE/l!/MTYSAA9rATR7N "TELEPHONE CO 'TO PROVIDE NEW UNDERGROUND SERVICE, GENERAL CONTRACTOR TOPROVIDEANO `'\ y .1 1 .41A RYfr EXISTING WATER SFR VICE TO. BE - ADJUST,REPAIR,FTE. ALLEXISTING ON- 5ITEWATER AND SEWER FACIL ITIES, _ _ _ - _ _ _ _ - _ _ -1 R-,4&1,Rirr I REMOVED PER FREDERICK WATER - PRO VIOE SUFFICIENT RESOURCES TO EFFIC1ENTL Y ACCOMPLISH TA SffS 1N A5 SHORT Of TIME FRAME AS POSSIBL E. INSTAl1A4"DIA,PYCCONOUITW/PULiWIREfRDMPH1NfPANE1BOARDTDUT111TYCDMPANYPOfNT 1 � �-'`-J"--""" MAP53AA1 ��i �� OFCONNFCTION. / f11y11*wAS#1NC7N REQUIREMENTS - PERFORMALLWORK PER FREDERICKWATERREQUIREMENTS. CONTACT' VERIZON �` / / /. 111KIr/ON !A[sr 40!99 - `- _. - _.sfMENT IARRYWILL INGMAM . R�W V �-/- 1J BOXL � 4 REMOVE EXISTING TELEPHON& 540-665-3156 / / W �. S71'�433fD121 - + ��x r uF FO 0 Eo 8"SANITARYSEWER _ 0 6 39 60 0 / SD/NLET Uf f fdtAWpCSULf 1V / V . O FO - --,_ Fo - - __ � 'x14/1 Fo UP r0 Exrs TING SANITARY SEWER / 1 "Sn" F� FO FO 50/NLET 1 %LD„' »sD» =?SD>� FO °""' F� - f� 0__ - WALMARTPAVEMENr #j14j_0!� ) GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 6" SCHEDULE 40 PVC FROM SEWER MANHOLE TO "SDI' I _ - I "s '> 11 %= '�" 1ASTCIEANOUTOUTSIDEOf8U1LDING.IMIN.1%SLOPf1.PROVIDECLEANDUTSEVFRY75'(TYP1CA11. I I --'- "~, -~ - - 'SD" '>So=> f ., p ) raf�T J`1` -lam _i�`� CONTACT FREDERICK WATER a / o O s ,Sn, „Sg,: - -•- ____� -� TELEPHONE 540 868-1061 I 1( cc Vql . b W . w .Z7 - - - y SD SD> D> >SD �-_`` -- - -- _ 1J I _�� d[+� cos-- { REMOVEfANHOL OV ' ______i__»sn» .>sD>' »sD>.> NATDRAl 6A5 1 •---7-- -1 cis � �MANNULE w �' W � y FILL EXI5TINGMANHOLEWITHTLOWABLE GENERAL. CONTRA CTUR TO COORDINA TE WITH NA TURAL GAS UTILITY FOR SFR VICE LINE To PROPOSED 1 I 1 J GASAIIT,vfSSPOs,r �- =- Y� j I wy wv FILL. REMOVE EXISTING RIM AND INS TALL 8Ul1D1NG I I s `- -cis --�-_ cas ca GAS - - --- _._ ` "" m a"Oss 1® w " _ 1111 W W 11/ 11y CONCRETEPAVEMENT rU MATCH EXISTING CONTACT: SNENANDOANGkS L I s _ __ cos �. _ �+ �, , „ 8'Oss TELEPHONE: 540-869-1111 ! 1 SSMANf/OLf ` s _ ca, � OAS _� 3 -- - .:i_ 5 „ I k o � &5B - micas .r GA - - cts --_ res -�` ms U PAVEMENT I II RENO VEfXISTIN AppRDXIMATfLOCATID `=�= � -_ _ L j SSM4A LE ! i l R£MDVF METER & t l 8" SANITARY SEWER OF EXISTING SAN) TARY SEWER EXISTING FIRE R'� #1497 1 f SfRVlCf PER SfRVlCE TU BFRfMOVED HYDRANT IO REMAIN ~ I \ APPROXIMATELUCATlONOfEXISTIN f �I,W�,'Z;ff fRfDER1CKWATfR pSANITARY SEWER SERVICE TO BE REMOVED a I REQUIREMENTS NO PARKING - EIRE LANE SIGNAGE " 1 �j j I I flREHYDRANT APPROXIMATELOCA TIU I AND YELLOW PAVEMENT MARKINGS I j �, ASSEMBLY 10fr FREDERICK OF 8X15TING SANITARY SEWER = -- _ _ _ _ _ a'� (� [ T Jy� 1 _ L EMEND V! S ! A NDA RD S YI '1 BOL S I 0 BOLLARDS PER FIREMARSHAL REQUIREMENTS ILL EXISTING 8" SANITARY i +� 16'-d"CLS WATER EASEMENT SER VICE TO BEREMOVFD _ � SEWER UNDER WALMARr " 1 y RES IRA IN£DDIP 8"x81TEE 18"MIN I "PVC 4, PAVEMENTWITHFLOWABLEFILL q LlGNrPOLE Q 1 � 9 WATER MAIN I (2)6"Rff1UCER5 SEPARATION , f . HORIZONTAL fDNTRDI POINT ApPROX/MATf[e7lRT/ON 1 I I I 216„GV ` 1RR1GA TION ` h POLE -1'-{ f+ GUY fxrsr/NGYfRZCNANO 4 d 4" PVC i "-1 COAyRfTE WAZ-IIAR7&4z ES%ArEBUS/A4`SS TELFCONM. APPARATUS TfMPORARY8ENCNMARX BY A[LfGHENYPUwEREASEMENr j 1 W'' '' •' ; •+ F •; .' ; A ! • 1 SLEEVE fLECTRICAPPARATUS ! I jam` n a , . ', ` '' A . r ' ' ,, ,� : ....e , � • : A• � o REFER TO PROFILE# 1 THIS SHEET r9usr GAS ASSEMBLY ® WRL 80HEMIE � � .. �', •+ 35'-6"C2 52 • "- .' ' , a _ 41 IRRIGATION 8 NAP5Z-A-D I f '..$ 'U�4 �' '_ - _+ I . it . y _. 5 S <[ BURIED CADLfMARKER \ I I 1 O .�^'. ' R£STRAINEDDiP:'.a '' '`'a>.' . •a ..`' � ' '~r II S1EfVf 110'-8"WATER MAIN AS 1 Q ANlTARY MANHOif j a . ^ . ' ... �:. +.' . a'x ; : II n ICL 51 RESTRAINED DIP) 0- SIGN �- LARGE 516N I WATER MAIN ' 0 CLEANOUT I r • ° ' 45 DEND (1Flrl fX/SI/✓EihASH/NGTON:^g .. e' a.n `A ° I. 1;' :r. i4 I $ 71S43Df FIREHYDRANT 11 TRf£L1NE111�,' ,F ,ui'�'0 . � SEPTIC TANK GASEASfMENT I a ^`-�,Yl -i -'' ' q . , I'., , - 0g . • :�. n 1.' _ - .� _ II0, q � CATENEASIN FIRENYDRANT I I a ;� 1 --�_ 11 ASSEMBLY 6"GV :e a _ f j';� •!', "4y+ ' a tea' f. `\ . it Zz66211=70.00' OUT1fTCaNTROL STRUCTURE WATER VALVE I s :4, a $ .; .` I q FRFDfRlCKWAfER' '75, 6-P * . O STORMDRAINCLEANUUT ® WATER METER I I a+ .tl a , . - I k2 1 b .s' ' ' BACKFLOW PREVENTER I - � ftARFDENDSF I � _ ND PARKING HR£LANESIGNAGE I I ! Q � � a "� ate, , • : , ' II o � o FIRE DEPT. CONNECTION ` � • , w a . + '.. 60'-b'PVC SS `:g \ a' ANO YELLOW PA 01ENT MARKINGS I - STDRMARA1NALf PlPF I 1 j NO PARKING - F!R£ LANE SIGNAGE= 11%, , - -' `. I� I -- �& -' PROPOSED 0N [OUR u s Via - II ------- TOP Of5TREAM I AND YELLOW PAVEMENT MARKINGS ' ' ' A ` \ PER FIRE MARSHAI REQUIREMENTS -55rI1 ?° _ 4I ' " EXlSTINGCDNIDUR 1 5" " .y fib' m"_ s:' + ' +•' ' a .1: ` .� . , �, .R BUFFER LIMIT , � r :,� - I} PER FIREMARSHAL RFRUIREMENTS,- ; �• -1111: c' � ,. � ... ter" �=°'- ass •. <,'' • ' . f �•� '•� 38`�'."'°" TFLFPTNJNEPFDlSTA1 � I I eras• ..-.:+ \ •� \ I I b,:VtDMM r �, a : '',d -• a .,'a .:d ;.: a, a I ON RISER WITH SEPARATE BRANCHES FU:. li a Q R D0Mf5TiC&lRRIGATlONSERV1Cf5. 6"PROTECTUS3METER,,, "' k u _� ASPHALT r. y U TIL I ! Y LEGE ND 1 j WITH DOUBLE DETECTOR CHECK FIRE LINEBACKFLOW „ - il w -,x � • • . . RfMUVEMANNUif & , s _1 I ! I I PREVENTER, 1" DOMESTIC METER WITH I" DCVA BACKFLOW k �' > ` `" 1-W 4Y 55 CL FANDUT . • I ; 55 CLEANOUT .' ,,' ' : •: - ti_, - -•- 'EXISTING81 oPP 1 1 , 8"xb"Tff NEW POWER PULE I 3 j °� .: . . • ' , :' I $ \ sSMAAw,IE I j PREVENTER&y"1RRlGAT10NMETERWITH y"RPZDACKFLOW w HRC . 'g'' ::.dR1M78429 a RIM=$41$ a.', o : 6'GV $ANITARYS£WER W I I /,, a INV=839.5 .. #11910 NEW WATER METER I IPREVENTER1NRISER ROOM (INSTALLED INA WAY TO., � g DEPARTMENT ; •a'+ . • : 1Nm38,7, `•.. • - . .., 1 \ UP TOEX15TING I oDo J l ., [� ?' ALLOW EOR IFSTINGOFBACKFLOW $Y$TfM) a c .'� ` e `. e . :•- "n 1 `" -`_WALMARTPAVFMENT I I Q r, meg.. ;., � � . e • . ; ' '• : CONNECTION ,I / NEW GASt9ETER �. ! e' z b"PVC SAlJ1TARPSfWfR . ' #s . CONTRACTOR SHALL CORE DRIL L CONTRACTOR SHALL CUT 1N NEW 11 "x8" M1 TEF I 1 I PIPING THROUGH MfTfRS AND DOUBLE DEFECTOR SHALL- + ' ,.Flt" (2112" GA VE VAL VES AND 1118" GA TE VA1 VE I ' ( 1 I ','. s SERVICE (m 1.0�' MIN '.. AND CONNECT NEW SEWER , NEW Ei EC TRIC METER 1 I 1 ! BE PERFREpfRICKWATERREQUlREMfNTS SLOPEa'�', A ' y WITH 1 MJ D yy NEW WATER SERVICE I o a ., a. •�a : If 1 L NG SOLID SLEEVES f �..c ; LATERAL TO s r \ 1 1 n j ul � ' .. �b :' . • :,. •` • L. ' RESHAPE BENCH, ALL WORIf PfR ; . • : jjj SSMANfA7LE I �i ca is a �' q a'. ,• a. ' i J j cas _ CAS _ I ) I W # Ff£ 8430 1 a f + FREDERICK WATER REQUIREMENTS'. , : • r #119? I NEW GAS SERVICE ! + x y'_ : • ••' �' INV=83294 '• -_ - . i . I I L. t .,--.. :a. f ONTRACTORSHALLRENOVEEXISTINGFIRE NEW SANITARY SEWS 1 +•. v , : : " +<> .: �: ,„ ` • - i HYORANT TEE ANO GAVE VA VE: I R' . +j f k \ r .'' F rA� ".,.�a, ., .:�.: REDfRlCKWATER I (� I rl , l t�,S' ,' A"'. C',a k Md4• @. "i' 1l. I ' - r• 1 I . s y i b... r�. n o •A �P b l I 1 •,•. � A r � � :Q •• NEW SANITARYSEWfRCIFANDUT ". M . ' d �: e ,=.: I x EX WATERd SEWERS .. '' c '.. ASfMfNT n .p 1 �' : ' l � l �;' � "^�, s > � . � �� a?° . , .. _ � I PfR /MST r - a s"a:' RIMfNT#A4-17151 '^�., x .e �,.. .ter i `' .- N 1 z fix: •'a. f', e•° a' . e, a a d. • ^ - --. `_ g 7 O �' / j � � �. '�: � "1111. a: I NEW UND£RGROUNO POWER SERVICE. �' :. . . ` ASPNA[J 1 4t�.. ' `� e 1 • .i ( + K� I ! • ':' I I q o ..-., - :.•: : -- ----• _ _ _ i WATER SERVICE TO BE -� UT - NEW UNDERGROUND T£L £PHONE SERVICE !+- x ; : : ` +'' . \ I 1 x ''. x :w '.: RFMOUfDPER FREDERICK WATER sD/NLf/ #1183 APPROX/MRTE[X4A %N fXISTIN5YZ,?1ZC2NxA9 .4LLf 16 VY ,'W6? N PUWERfASfMfNI APPROXIMATE 1 OLA TION OF EXISTING SANITARY SEWER SERVICE (HELD LOCATE). CONTRACTOR TO YER! _ FYlf SER VICE IS - x.. ;r .•. La o NOTE I I,. .4 ::,'�: %4 REQUIREMENTS I ACTIVEIYSERVINGTHEADIA N ,� " . s ' � }, ..: ' :. ` CE T WAIMART ' I " Y 1 i b DEVELOPMENT I E PMENT. !F fT 15 NOT CRVE T EN A I. CONTRACTOR TO 8E Rf5PON5i8I E FOR VERIFYING &APP f I ': " .. .:: ' r' L Y1NG FOR / �� I I o `. / v �::-" ." . ' ' Y I TO £ RENO PER B M ms; •� E FREDERICK T • AER 1 a" , UT111TYSERVIC£WITNEACNUT11fTYCOMPANYPRIO TO o �� - ." •`•. •�, - ��- •' � ` .•'. '• �+ I � / J k ..� -; `>, ,5 „ r :.? •'{,, w. d. +• '1• 'f'a a. ''�A ,r•a'. I y� �- STARrlNGCUNSTRUCTION ij y I ,'. „"M �' U ` _ • N © REQUIREMENTS '�, :, j a I / i�:. I `., .. n �. >°'., a t °gin ' ' 4 ., " ! II `: t Z. CONTRA( I �...,...., ...:... �'.`. i .. �, SAN I �� ti , TOR TO BE I I o t r x ;. M ,.- I.. I .: .; .. I ^, j ri r +. ', Y,:.r. ; �_ :.-:. _ Y3+ -a•-4'' _ _ j. :";... e .;'. ,.'� d' . « 9a a. d '•• . + ' , . a I w SAltl i MUNICIPAL UT1LIrYDEPARTMENr& DEPARTMENT Of ! I �, '. ''.:1.;....• r • -. , ' •0 • •' _� ! _ ". r• -,. ,1.111'. . I ,, . .. TRANSPORTATION :. '..., ,., r'rn" '; ; • � -: I Af 1 , r :<"' I 1: ,'e:• '' _ _ -�+••/- f I } •a / ,..: �, { f1 j.f.. .A"• �y,' I 4 1 i . �'x'� r.'' t. ' t . '1 / O i r r :: _ �•. n:.' n 1 • 1,111,,"� � �.: lti y a -,tom.....• ' 'h'. .: i 31:.F1 - 1 - t ice' '.Y�rr22 ,'A' •'�Yr I i ,` a rt Y. \ n I 1 + j+ �„' l•0.", 1 .... - • . SO/NLET •-`r;`r`•^a - '� - "e •N +: I I I t e- .- I I f o j \°�` �i.: , . ®a ' .;'' '•r �� SO/NLET ~ . I I. 2 1 !" \\� 1 � p . I II � I j I E //C Hr i FIRE HYDRANT 1 L sD/NLET EYrsr1A� XISTING SAN/ TARP SEWER STRUCTURE TA BL IO RIM I ELEVATION INV IN (FROM) INV DUT(TO) 1313 837.52 876.11(8" PVC P 0,68%)1520 826.18 WP V0 1324 1324 837.40 815.07 (8" PVC P Oi2%)1323 . 1510 837.59 81151(8" PVC (N 154%)1192 82752 t 8" PVC (rd 308%) 1764 8274918" PVC11313 1764 85319 837.10 (8" PVC @ 0.73%J 1765 837.14 (8" PVC) 1520 1765 857.73 827.52 838.00 l8" PVC)1764 1158 844,42 308% 83633 (8" PVC) 2187 7187 840,81 833.7118" PVC @ 1.04%)1158 833.6618" PVC) 2191 1191 841.69 833.3918" PVC (D 014%) 2187 833.3418" PVC) 2192 7192 i 841.23 8.32.60 f 8" PVC' P 1-54%11191 831.5718" PVC)1520 EXISTING SA NI TARP SEWER PIPE TABLE ID FROM STRUCTURE INV OUT TO STRUCTURE INV IN DIAMETER (W MATERIAL LENGTH ffN SLOPE 1323 TO 1324 1313 816.18 1314 815,07 8" PVC 213' 0.51% 1764 TO 1520 1764 8JZ14 1520 827.52 8" PVC 311' 308% 1765 TO 1764 1765 838,00 1764 83710 8" PVC 109' 0.73% 1158 TO 2187 1158 836.33 1187 833.71 8" PVC Z51, 1.04% 2187 TO 2191 2187 83366 2191 83339 8" PVC 111' 0.24% 7191 TO 2.192 2191 833.34 2192 I 832,60 8" PVC. 48' 1.54.E 2192 TO 1520 2192 831.57 1510 827.51 a". PVC 318' 1.54% PIPE -110) 1510 817.49 1313 816.21 8" PVL 186' 0.68;6 FREDERICK WA TER CONS TRUC TION NOTES 1. FREVERICKWATER'SWATER AND SEWER STANDARD5AND SPECIFICATIONS AREA VAIIABLEATWWW.FRFUER)CKWATER.COM. . Z THE CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT A T THE TIME OF CONS TRUCTION• 3, THEIONTRACTOR SHALL COORDINA IE WI TH AND ARRANGE FOR INSPECTION BY FREDERICK WATER. 4• THE CONTRACTORA 5N LL CONNECT NEW SEWER LINE TOANEXlSTING MAAWOL £BYCORE DR1111NGTHEMANHULf. 5, ANEW WATER (OR fORfED 5EW ER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A WET TAP. FREDERICK WATER SHALL FURNISH AL L NEEDED MATERIAL AND MAKE THE TAP, . a, AN A PPL I CA TION FOR WE T TAP SHALL BE SUBMITTED AND THE IN] TIAL FEE PAIO 6EFORE THE TAMS MADE - 6. EXACT LOCATIONS OF WATER ANO SEWER SERVICES ON NEW LINES ARE TO BE COOROINA TED WITH FREDERICK'S INSPECTOR. 7. FREDERICK WA TER'S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH INSIZE. ITISTHECONTRACTOR'S RESPONSIBILI TY TO HAVE THE METER BOX ASSEMBL Y INSTALL ED CORRECTLY. BEFORE PERMANENT METER IS INSTALLED: a. THE METER BOX, WITH 1 TS FRAME AND LOVER, MUST BE PROPERL Y ALIGNED WITH THE YOKE BAR, b. THE FRAME AND COVER SMALL HE SET TO FINAL GRADE . c. THE DISTANCE BETWEEN THE TOP Of THE COVER AND [HE YOKE OAR SHALL BE BETWEEN 20 AND 23 INCHES. d, ALL COMPONENTS OF THE METER BOX ASSEMBL Y SHAL L BE IN PROPERL Y WORKING ORDER, 8. FOR S€RVICES THAT CONNECT TO EXISTINGLINES: . a. FREDERICK WA TER SHAD FURNISH ANOINS TALL: . b. ALL "A", , 6" AND Z" WATER SERVICES c. ALL SEWER SERVICES d, THE OW NER/DEVEL OPER SHALL: e, COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICES LATERAL W1TH FREDERICK WATER'S ENGINEERING ASSISTANT: . f. SUBMIT AND APPL IIA TION FOR SERVICE AND PA Y THE REQUIRED FEES, 9. AL1WATERS€RVICEIINESMUSTHA VEA BACKFLOW PREVENTION ASSfMBLY(DOUBLE CHECK VALVE ORRPZ,ASREQUIRED). THE ASSEMBLY MUST MEET . ASSE STANDARD NUMBER 1015 OR 10,13 . 16. A LL FIRE LINES MUST HAVE C f A B A K LOW PREVENTION N ASSEMBLYDf Y(DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). TNF ASSEMBLY. SHALL MEET ASSESTANDARDNUM8fR1048OR1047. ANYPRIVATELYOWNfUflREtlNE,INTERIUROR£XTFRIOR,SHALLALSONAVEFIRFSfRV10E HP PROTEECTUS 111 METER, THE ASSEMBL Y SHALL BE INSTA41 EU IMMEDIATE[ (BEFORE THE BACKFLOW PREVENTION UNIT, RADIO READ REMOTES AREREO UIRFD, 11. FREDERICK WA TER SHALL REVIEW THE MECHANICAL PIAN(S) FOR DESIGN AND MATERIAL APPROVAL OFA BUILDING'S: . a, DOMES TIC WAT.ER METER AND ITSBACKfLOW PREVENTIONDEVICE, AND/ORITS b. FIRE SERV VICE E L!N€'S WATER METER AND BA C Kf1OW PRE VFNTION D£VICE, 12, DEQ MUST ALSO t APPROVE SEWER PUMP STATIONS. FREDERICK WATER REQUIRES A COPY Of DEQ'S CERTIFICATE TO OPERATE AND A COPY OF THE STATIONS DEQ APPROVE D O&M MANUAL. THESE DOCUMENTS MUST BE RECIEUFD BEFORE SUBSTANTIA) COMPLETION l515SUEDAND WATER METERS RELEASED. K42 MART . A55EMB1Y '�`�"� . I JA7109 6U1Zj91 � 845 E..-.--{1RENYDRANr : XISRNG 1REHYDRANT II O ' i I ;I � j S7ID43DE �...�-..+;.k5sfM81Y p GRADE I ASSEMBLY -,J �%I' �...Z ,, ............... ... ..,....,........,....i............................................. - so» BOLLARD S �� A - !..... oPOSED REFER TO PROFILE#2 THIS SHEET I : f GRADE.- . 5fi-� .. 1111 .. 1,111.. I I ,_ »so> I 6 NO PARKING- FIREIANESIGNAGf 4"PVC !f f I I I I O lRRfGAT1ON 11 ! :.....................................:..................... : ,.-.. , AND YELLOW PAVEMENT MARKINGS a II I' I NI.......... 1..... 1.... �" 1 II j PfRF1REMARSHALRfQU1RfMFNTS SLEEVE II ; I j _ _ fl _ f ASPHALT i x ROPOSEO .`..� .. I �-� -•- ....- I i ` mil f I o S RCA f I -' - - _ 11 ,1111. m ...-...-1111. ... , . _ _ _ ..... i j f t f I 1 fl �, I i INV=839.55 fj I , ! f f j o� I �,_ -- -_ 0 840 I\ I u ` ' 1p1-�_�I 11-11. i........ b -j ....................... ..1.... i..................... ..................... f.......................................... ,... ;................... ... - _ - - , _ I - ONTRACTOR SHALL CUT 1N N£W 12"x8" M! TEE, a f f - ---__ 1118" GATE VAL UFWITN (2I MI LONG SOLID ONTRACTOR SIMII CUTIN rrd __ , ..... .,....f ................. II lI j ; .F c`' 8"x6" R£17UCf ,� - SLEEVES s°BEND . NEW 12"xe"M3 rEE(2)rz"GAVE ,•. '" -'- - _ VAIVEANDl11 B'aATf VALVE 1111.. - z4'. ni..`ra# ; a ° , SD/NLfT 1 fj I b°GV \ ` WITH NGSDLIDSLEEVES 1 I _- - �' 1111 i... .. .1. .................>....-. I 1111 `7-z ��( fI� ;;t. =- ....:...........1111..-...-.................... ... .. ....:.... -.- w a M1 LD { f ,;:. ' L! \ - EXISTINGWAT£R SERVICE TO BE f, j 1 ; , j . 4"PVC li REMOVED PER FREDERICK WATER WATER MAIN D1P 111'-8" WATER MA! 815 8"xB"TEF I 8 aB"Tff {j l d1 `' 1 IRRIGATION '? -- REQUIREMENTS I - (CL 52 RESTRAINED DIP) 11 . • I l f SIfFUF 20FT FREDERICK if _....1... g"x6"REDUCER ........... i.., .................................... 6.".GY............'........:.....,.,.... J ,.........1...........111 , .. ! .II l'� 3 WATER EASEMENT ll wAIMARIRfALESTATfeUS/A�SS ­.�.­'­ -GV �'• 4" PVC if TRusT . .. ........................................... 1.........-. .... 1111. 5..........--1.-....................,........... I ..................... ... I INV -8332 ( ~ ~�`~-�_ ` I -- IRRIGATION ii 4' FVC /lAPS1AQ:........................................................... (TOBEDFNOLISHfD1.................., #� ] '� �� EX15TlNGFIR f APPROXIMATELOCATlONOFfXIST1NG --- it 1RRlGATION T1z1sz ... .......... .......... . _.......... " I I/ j \ �,,`: HYDRANT WATER SERVICE TO BE REMOVED PER - _. _4 SLEEVE It o SLFEVE .........:... i- -----.-.-.---.-.......................... I j \\\ `; FREDERICK W A TER REQUIREMENTS - 830 SSMAN/LE v . . . ...... I........- ....I... ... : VX -5, Ili �I - =_-- APPROXIMATELOCATIONOFEXISTING . . j 1� � � • f , ; ? � 5D/NLff 1.50 Z+00 1+5D 1+00 p 50 0+00 J a ..:,';,.';'::'?;'.:., #1077 SANITARYSfW£RSfRV10Eif1FLDLOCAIFI WATERSYSTFM PROBES#1 \ 1/ I - • a . , `•: • •,:• f'. . I f EXISTING SEWER LATERAL5INWALMARTORI VC jl j I " �' -- --=!!'",:,_ - ,4'•: ;;,,,-':r; r 1 U TO BE PLU66FOWITHSLIPLINERP£RFREDERICK $4' c P "- r i' WAT£RRfQUlREMEN ' "6s f tis TS tau O 5 � •�„, � � W � �'--^•-�_ � f �.. � � � � �.i�......IRfNYDRANT'.I......................... PRUPDSfD.. w 3r . . - i1 r• � r ` j S . � <.r 0 NLET "" p"mss- a . sa ; ... , . 4. t ..... -. ,.,. ASSEMBLY GRADE `-�" t #1513 �a _ r �, .a_. f�lE ;-.. :........................ SSMA • W xrsrlNG yj1 N WV WY 55 �. c.. �d IJ I •. 1111 w. ', a. w E�r i 5 W - GRkDf a ! ; L.4U00, ,953.00' � � AS LT "6s W "-`-`"-�, t wv . . __.._,, e"�5 W ® ! f 0069°166/" "�'B 6.5 - Wim"„ - �... W �......:........ I i �T/T/]!� It,- W ;. ( N7 4 ?'k, ,(!�.? -�, - -., - e"ass . 4 -- - C, I 1 �JA o / 0 'J' Y'V " - l D» - a Q �. d ' �°•�' $"655 - 1 1 , 1) "0S5 -1 .1.1.1.1 ............. ..................................................'s.................... . µT // / AAARDXIMATELOCATlONOFEX15rlNG t1� �/ �� 1j D i °'> �" • Q &"a $ - . �' Know what's below, I �, !I ,- .. ` e SANITARYSEWFRSERVIC£(fIELULOCATE j `jr` l� / �� 4 6 "- b ° s"wss. ~ -- 1 fX.ACEESSfASEMENTPE EX1S111 Il ��I� \� ��� } � � 2 - 1.11.1.1.1...._..-11.1;.1......1.. ... ... ..... A. ........... 1 ... -111 CM j�j p Q 0 4 i �a« bef��e yOCI dig. 1 SSMAAHOLf coMM9A99rEA[TIGPDUP4lTA TINGGSfWfRLATfRALS1NWALMARTDRlVf \� \. ii U `" • .5 �I ' b = --�� ..............m q ...................., I / #1764 suRYEY TOB£PLUGGfDWITNSLIPLINfRPERFRfDfRlCK (l� �` i� 4 �` may\ �11 / v Ell .......... I .......................... .... .....1111................ I...............- ,1.,.,.,........... 1.i....... WATER REQUIREMENTS /✓� x6"R{�iCt13 c� SO/N_/fT q \ / \`L �� �'' 835 _ ris U9"GATFVACVEWlTN(1)MJ[UNGSUIID�� ONTRACTDRSNA21LUT1NNLw11"xB'MJTff UT I L1TY NO T ES 1 !0/�k Iwr,A[Tf/ OUP #1598 fX w.9T£RJ SLWfRfA5fNfNT SS/VANHOIE 6' GATE VA1 VE1 ,�,"1 w/A�NfsI1RPARr !P PfREOM/fOMrf4[IIGPOUP #1510 k� a§.1.......... $....... :. .....................[fEVfS - ALL UNUSED W ATfR AND SEWER SERVICES SERVING THE PARCEL WILL NEED TO B£ R£MOVfD AND DlSCUNNECTED AT THE j NAPs1-A f ALTd SURVEY I v SD1NLfT !✓AL-NARTREAI FSTATfBUSIAcSS :,u ............. ...1..1...,1...1,...1 -f-1-.......... -......... ."..-111.1- .1.. X15TINa 12 DIP MAIN EXISTING EIRE W4 TER MAIN GRAPHIC SCALE I #1466 794TT - EXISTING WA TER AND SEW FR MATERIAL 5 REMOVED ARE NUT TO BE REUSED AND 5NA11 Bf FURNISHED TO THE FREDERICK b y NAPS7 A -D , HYDRANT..................................1..,.,..,.......1.... i1j;.O......rF.......... 1.....1.........1..;1..... �_ 1?'- "WA RMA! {X18"55 ¢ 0 10 40 WATER INSPECTOR � /A5r Nr171sx I r:...........................(Cl52RESTRA1NEO00...-........ .....1NV_819,44.....;..:. - ~ CONTRACTOR TQ COORDINA TE WITH fRfDERlCK WA TER INSPECTOR FOR CONNECTIONS TO EXISTING MAINS AND EOR SERVICE 1 L DlSRUPT10N5 ASSOCIATED WITHCONNECTIONS q - NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WA TER EASEMENTS 1 830 1"=40' H I 1+50 1+00 0+50 0 0+00 1", 4'V . WATER SYSTEM- PROFILE#2 .-..a.. . : - ' _ 1. .s - 1 7 _.:"o--" 7•: :- - ,, 1 -1. : v 1&1 1 - �_� .9 __ -ee� �_, ', �A . -ti* „ - _ _ -a.".,1,�,� Iq ipr:, [it IMYur.9Mi1',.,-..,: '� " CI) [-a C/] I t m 3 CONSUL TAN T: Triangle Site Design, PLIC 4004 Barrett Drive, Suite 101 Raleigh, K 27609 (919,1 553-6570 mlowder@trianglesitedesign.com 111,11 � A� TN 7� o �� G� G, a, _� �_,_ z MATTHEW E LOWDER No. -10 037 10 ?gyp /� Y �,-X IVC ,�/ S/0NAL Eli., OWNERIDEVEtOPER•' Primax Properties, LIC Attn• Adam Sellner 1100 E Morehead Street Charlotte, NC 28204 704-954-7124 asellner@a primaxproperfles,com r _n, I NW PROPERTIES, LLC CT®R SUffLY COY -I- k- ✓ V � QJ -�-_ � " _ � CI -14 ::D - v (_� � 12- ` � ZD O Q Q {{� V q U] qJ F`--, -C Fes_.. �_ � -, This document, together with the concepts and designs presented herein, as on instrument of services, is intended only for the specific purpose and client for which it was prepared. Reuse of and unproper reliance on this document without written authorization and adaptation by Triangle Site Design, PLC shall be without liability to Triangle Site Design, PLLC. Drawn Checked Approved Project No. 001051 Date: August 5, 2010 Title UTILITY PLAN Sheet No. C12 k- 0 5Z . O 2 4 N -, Drawn Checked Approved Project No. 001051 Date: August 5, 2010 Title UTILITY PLAN Sheet No. C12 gan-oral back-lill Y - ay1� a4`�41h A�'a}YS4va`�' s E}" aaIBi;t backtilt .171 ��. All ba 1111 to bra conipocjed ter � atASTFtiMAB € axirnulridbiiaty. tr�rlti t., STANDARD g�nerrl �a�,Etr�lr----.,� L(lt :r;4r.�ii t'9.CkCl1 0' irJ 1�° 7�' 1> 120 1�' 120 �tP' 140 24•" 160 211 2� bU 2t 2t1 .200 60 Flt] 100 120 140 1 i - 150 E0 100 120 l�eatt�n �-- 24' �alect la ealian rr rrn_€ 4U 24' SuIeat iii r€ar JAI hay#tfill - batk1ill 40 flit Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be ,K; without liability to Triangle Site Design, PLLC 1'M a. DI 112r�17r Let l rrancretG ,Stolle 12, CONCRETE CRADLE CONC91E7 F A RCH Iocatliyr1 l'f10 rki rrnrs rar..l Fc.rlrrjl _ _ 24' ;r` d ta��t�rll N pE yr C N TFIEN H 8 BEDDING - MAR 18 concrrsta pad 1VI ilia, ,tq' do - scre,,y lylae adjusMblo salve box -- I cwtiurrrot[ _._ valvgbo adaptor 1,aint stdi:14 rpslr011l(s flniahed gratia: 4�" rrria5, ' �� rnailn block (br i2`Vt11ye "t W and 1:27 (j =etas pad IV cein.0 a I�aa 184 dia, x 64 dd r(:r ... f.ini-steed grude dia, Jt fir' Leiria Mena ` scr w� iyilb r jrJstat la NQtC vjvl• r�h011 6' Stan, rnin. tY arms typo t31 Ft13r'rtEelY! vahio l;estralnj5d Lir m,Jln 1- - Ne Juor: Note; W"QaShall f�lve boa Valve box adaptrar t�p� adaptor t r.s9rirleri r.,,..a,. ... #� .L 4., ..::•.•.,,•.,..r .:............>...:.. �:"t;;�*�'.��16711r3 L"�rri1�1�Y ,� Vrx 01z1 t 61 5Qlid brook solid block ` aor Foriced Suter Ilii 18, 2 Vand 24' ANTE VALVE APR 09 In'iU ition 10 rQ;i't DlningoaClljgiltt011tutittirig, OrLy i0ii l thathall; x4ilhin Tia 4�pOci9iod lurigat of each branch of the Tilting shall 1:ia restrained. L = reVaitned WV..h of pfp0 " cox DIP) Q ^ pipe diarrietsr TEE, CROSS, WYE I1` . I1 11114 L(lt f�' 0' irJ 1�° 7�' 1> 120 1�' 120 �tP' 140 24•" 160 TEE, CROSS, WYE I1` . I1 11114 D 02 J1t 0' 40 60 L. �1tp 211 2� bU 2t 2t1 .200 HORIZONTAL SEND RESTRAINED JOINTS FOH TES, CROSS, WYE AND HORIZONTAL BEND ®- trarxc;h bvstitri as ri gquired 4" dia a :•hedura 40 staid. #pipe rrlt d .vith. unrcrata ' Y andpaln€add yellow finished arr��emsitt t,i ` �� BOLDO DETAIL NOTE: �'i eap hofab shall not be Saubject to belnq sQbrnerg>d. it . instatlation is in an arrA4 having a high grmurdMwater table. the 0 Al.lhafftyr'11, enginew,sr�lt L42 onfaet.d` For hycrrJarlt reiccatbn. S'nrin: concrate:pzd i'-ra dia.x #31 deep Frrli5hed �r ad;3 V may'. 1 ° ..tune. stones try ba 5cfavr type djir t l�iy va ve be . minimum gi, calve `r,rx adaptor s1C4'!a io;r +;f ha5e 3. 3torJr, a(Arr tit3er dQtf7 Stsrlie j+�iizt rxi8#lr'3.%� 11� -c. is rrl hoar a ak'oInt J .. s-Mve1 tee ivith Xa 9°rrrrcl� ,�, „ ° t'f -------------- - FIRE HYDRANT ASSEMBLY JAN 19 ten. r . zp..�r �,.; -.e1 �. .. ...., .:. -.'E "� :�,., :..z. chi:. - - V"`3�"`•:.:, - - - �': i::.... '�' . g 11 . _ '149141 �" �fl'rt :� "' �-" �53� "- ':Y IA•p...a�w�-T}-.: 8gth Mats o1 U14 €RI lsl ;.hall :bij, rQstrsxlra�d. Irt #4riltictri, �Il j�latts'�F'lli�ltr the sped=led moth on thu lafga sIrfe of the €e'ir3ce-rshall ho restralna14. L = rentrelned length ci pltso (PVC or LHP) Q = pip: tolarnWber D 02 J1t 0' 40 60 1010 120 120 140 a0 1@ia 60 Flt] 100 120 140 1 i - 150 E0 100 120 �-- .0 4U e9 11M JAI _ - - 40 flit Reuse of and improper reliance on this document without written authorization and adaptation by L = rentrelned length ci pltso (PVC or LHP) Q = pip: tolarnWber VALVE, DIM SND RESTRAINED JOINTS FOR REDUCER,: GATE VALVE AND DEAD END FEB09 Ilafluo grapy muni NQ1 E$: Ors`" oty ee�ios: 1. rill pipe and littirngsi inside rnarihola Shall ` e �Glvezt eueld SIGH 4L- FVC. Forced seirw: 1', Fipirj LO yek,-� Mall b-- GDR 21, 2, riping to thio Shall Ia lama size as IncMing '59 er. 4._ .. Pll pipe ain l mfi€1 j iwieja fa -M111010 stroll be .soly) int vveld SCH 4Q. `i ,A boot .� naz a : gb cap ' �;vnoreta a die = .4 4. i r= atone rassiur+a treata ,, sta[rll NOTE SERVICELATERAL ORUPAS stool i arw t111 vlrri gro,il SHOWNONTHISDETAIL ISNOT PROPOSED FOR THE TRACTOR r3 Xfig lir 1011 01tyv01on" SUPPLY SERVICE CONNECTION TO THE EXIS TING NA NHOL E. LATERAL CROWN T08E0,2ETA13ObECROWN a .�i�- >s.•�= OF INVERT OUT. f4 a r w i SERVICE LATERAL MANHOLE CONNECTION -2o- MAR 18 . ! sa rP herarl L d = do°4rrt ben rt Mtra[nod Ir#.n11111 Elf p1pa {PVC zr DIP) �e�1i� � tt, rilldll t,r� = air h�nr#�iestraln�d ler€s�tir+af gpllre �I'�i�' or ��) Ld Et = lalp-a dl;lete€ . \> Earitl %I * bane silo add Cut tiler upr: d of the Rd, up bofirl 46° D 6" fl' 12, 16, 1s' 20 L = restralried le.n5th oaf PIP. fPVC fi.r DIF) = pJPp dlar'iY Fkr (li). Q4 a0 1@ia I2 1 +111'24" VALVE, DIM SND RESTRAINED JOINTS FOR REDUCER,: GATE VALVE AND DEAD END FEB09 Ilafluo grapy muni NQ1 E$: Ors`" oty ee�ios: 1. rill pipe and littirngsi inside rnarihola Shall ` e �Glvezt eueld SIGH 4L- FVC. Forced seirw: 1', Fipirj LO yek,-� Mall b-- GDR 21, 2, riping to thio Shall Ia lama size as IncMing '59 er. 4._ .. Pll pipe ain l mfi€1 j iwieja fa -M111010 stroll be .soly) int vveld SCH 4Q. `i ,A boot .� naz a : gb cap ' �;vnoreta a die = .4 4. i r= atone rassiur+a treata ,, sta[rll NOTE SERVICELATERAL ORUPAS stool i arw t111 vlrri gro,il SHOWNONTHISDETAIL ISNOT PROPOSED FOR THE TRACTOR r3 Xfig lir 1011 01tyv01on" SUPPLY SERVICE CONNECTION TO THE EXIS TING NA NHOL E. LATERAL CROWN T08E0,2ETA13ObECROWN a .�i�- >s.•�= OF INVERT OUT. f4 a r w i SERVICE LATERAL MANHOLE CONNECTION -2o- MAR 18 . ! sa rP herarl L d = do°4rrt ben rt Mtra[nod Ir#.n11111 Elf p1pa {PVC zr DIP) �e�1i� � tt, rilldll t,r� = air h�nr#�iestraln�d ler€s�tir+af gpllre �I'�i�' or ��) Ld Et = lalp-a dl;lete€ . \> Earitl %I * bane silo add Cut tiler upr: d of the Rd, up bofirl 46° D Checked Approved I tai (ft) 20 40 40 80 LQ L'i ltt! 20 20 9 20 22112' D Checked Approved I LLd gi) 20 24 40 40 LQ Lo (N Ro 24 9 N 11 1/4' D Checked Approved I t -'J (it) Zia 20 20 20 LQ Lwa 01) 20 20 20 N RESTRAINED JOINT FOR VE RTICAL L OFFSET FES 09 Capiwt Founft of VA, Itic. Yraffi-� r I�uOrin� �leau�s�af}I�rli�fls�l�llr�kr�r�1 and oover . iter i No. Paul [a Model FA4SV-C3X (4'j int iron i;lumcut oma with stand9rd gasket and txaEsa pikjo having a CGLJIIIN-sunk srttaate hear (;Qn6rete skid pad firli�rt tf 241dia. xG'u p i 9�ry t'i�ir'� 45," r .... ...................... . mone All pipe and fit ngs shall be $OR 36J26. GRAVITY SEWER CLEANOUT 024® FED 09 ca W Q W a CONSUL TANT.• Triangle Site Design, PLLC 4004 Barrett Drive, Suite 161 Raleigh, NC 27609 1919) 553-6570 ml owder@triangl esitedesign• cam n �t 'SIONAL E� OWNER/DEVELOPER: Primax Properties, LLC Attn, Adam Sellner 1 t66 £• Morehead Street Charlotte, NC 28204 764-954-7224 asellner(aprimaxproperfies. cob PROPERTIES, LLC 1UCMR SUPPLY C®uff"J Drawn Checked Approved I Project No. N Date., N. Title LQ UTILITY DETAILS N O �-- .0 This document, together with the concepts orad designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC Drawn Checked Approved Project No. 001052 Date., N. Title UTILITY DETAILS N O Drawn Checked Approved Project No. 001052 Date., August 5, 2010 Title UTILITY DETAILS Sheet Na ACIESS1BLEAISLE TO BE FLUSHWINPAVEMENTAT \ FRONT OFPROPPSfD BUkO1NG MAXIMUM 2%SLOPE IN ACCESS&CAREASPER ADA STANDARDS RWARn 111C8LVEPARNAAG SPACE STR1P1146 SITE ACCESSIBRITYDETAN MIES- L REFER TOS1TEPLANFOREX4CT LOCATIONOF HANOICAPPARIUA'C4 WALKWAYS ANO RAMPS. 2 ALL WALKWAYS, RAMPS, ANDHANX(APPARKING SIGNAGE; ETC. SHALL NET APPROVED AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS AND LOCAL ACCESSIBILITY CODE. 3 ONEOUrOF EVERY SIX (6) ACC£SSIBLf PARxRAi SPACES, W HOT LESS 17 THAN K 1SREQUIRED TO Of VANACCESSIBLE 4. ALL CONERETEACCfSS1BLERAMPS13000PSI) SURFACES SHALL HAVE COLORETD T00LED/SERRATEO SLIP RESISTANO SURFACINGANO/OR TACTILE WARNNGDEVICE PER ADA STANOAROS AND LOCAL ACCESSAY11TYCODE 5, ALE CONLRETEACCFSSIBLERAMPSSHALL BECOLORIMPREGNATED TO PROVIDE VISUAL CONTRAST WARK TO L(GHTI WITNADJOINNGCONCRETE SURFACES (MI iMN 70X COLORCONTRAST7. 17 6. THEMATERIAL USED TO PROVIDE COLOR CONTRASTINCONCRETE ACCES51BAERAMPS SHALL BEAN INTEGRAL (PERMANENT) PART OF THE COIKRETEAN7 SHALL NOT BEPAINT£DDNORCAPABLfOFFADINGOR WEARINGOFF 7. FINISHED GRADES OF PAVEMENT INRCPARKINGAND ACfSSIBRITYAISLE SHALL NOTEXCEED 1:50SLOPFINANYDIRECTION. 4'PARxIA SLlS°EPAVO RTAWAYFBBN BLVlDIhG r M ARD 4P� BaCLARa WITH ALTESSIBLEPARNNG DA AS REO RM V ff-0• i SPACESTRIPE y of fmok 'PAINTED SIMPES - H.0 OLUf 1O4aAL914' 0.0 AT0 DEGREES BO LARDWITHACCE5F9&C PARNAG S164 ASREUMM PAWMENr /ACCESSIBLEAISLE TO BE FLUSHWITHPAYEMENT AT FRONT Of PROPOSED BUILDING MAXIMUM29 SLOPE18 ACCESSREAREAS PER ADA STANDARDS 8L€LAR9PANTO YLiLOW PAYBOr ACCESSIBLE PARKING DETAIL NO IF. 2 ALL ACCESSTBLf RAMP AND ACCESS AISLES NOT TO SCALE SHALL MEET ALL CODES AND AOAAG RfGULAT06. rm ACCESSIBLEPARKING SIGNAGE NOTES: L ALL LETTERS ARE TUBE PER THE LATEST EDITION OF Ti f MUTCD. Z. TOP PORTION OFSIGNSHALL HAVEA R&ECTRZfD 1LAGNEERlN66RA9EI BLUEBACKGRUUNDWITH W1NTf REFLECTORIZED LEGENDAND BORDER 10' ASPNAL TSURFACECOURSE N IYOOTSM-951 RESERVED �— ZD"ASPHALrBASECOURSE PARKING 1 VDOT BM -2501 4,fINENDnAtAT1ONSIONSHALL HAYEA REFLECTORIZEDI£AGNEERINGGRADEJWNITFBACKGROUADWITHBLACKOPAQUELEGENDANTBOROER 9 GA. SHE METAL MOUNTED W/ 3CHROME ROUAO HEAD SCREWS 6" COMPACTED AGGREGA TE DA SC CONTRACTOR SHALL VERIFY nNEAMMT AAOORD111ANCENUMBER (VDOT AGGREGATE BASEMATERIAL-1181 COMPACTED SUB GRAD£ w STANDARD DUTY ASPNAL T DETAIL LnQJ F� u This document, together with the L5" ASPM L T SURFACE COURSE herelh, as On instrument of services, is TYDOrSM-951 and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be F` 30" ASPNAL T BASECOURSE Design, PLLC. IYDOT8M--1501 B' COMPACTED A66REGATE BASE I VDOT AGGREGA TEBASE MA TERIA1-1181 COMPACT£O SUB GRADE HEAV Y DUTY ASPNAL T DETAIL REINFORCING AS RECOMMENDED r BY GEOTECHNICAL CONSUL TANT 8"000 PS! CONrRETE MOT CLASS N (VDOT AGGREGA TEBASEMA TERIAL- 218) 6" CO PACTED AGGREGATEBASE W COMPACTED SUB GRADE w CONCRETE PAVEMENT DETAIL Q w RE1NfORI NGA5 RECOMMENDED O BY GEOTECHNICAL CONSIkTANT U — 5' 4,000 PSI CDNCRErE(VOOTCLASSKJ 6' COMPACTED AGGREGA TEBASE (YOOTAGGREGA TEBAS£MA TERIAL-118) COMPACTEOSUB GRADE OUTDOOR DISPLAY AREA CONCRETEDETAIL PAVEMENT DETAILS NATERIALSANDCONSTRUCr1ONREQUIREMENrSPER THE YIRGINADEPARTMENT 1 OF TRANSPORTATION STANDARDS ANI SPECIFICAT IOA LATESr£DITION NOT TO SCALE x REFER TO THE PROJECT DRIVEWAYPERNT FOR ADDITIONAL REQOMEMENTS x REFER TO THE PROJECT GEOTECHNICAL REPORTFOR ADDITIONAL REQUIREMENTS ACIESS1BLEAISLE TO BE FLUSHWINPAVEMENTAT \ FRONT OFPROPPSfD BUkO1NG MAXIMUM 2%SLOPE IN ACCESS&CAREASPER ADA STANDARDS RWARn 111C8LVEPARNAAG SPACE STR1P1146 SITE ACCESSIBRITYDETAN MIES- L REFER TOS1TEPLANFOREX4CT LOCATIONOF HANOICAPPARIUA'C4 WALKWAYS ANO RAMPS. 2 ALL WALKWAYS, RAMPS, ANDHANX(APPARKING SIGNAGE; ETC. SHALL NET APPROVED AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS AND LOCAL ACCESSIBILITY CODE. 3 ONEOUrOF EVERY SIX (6) ACC£SSIBLf PARxRAi SPACES, W HOT LESS 17 THAN K 1SREQUIRED TO Of VANACCESSIBLE 4. ALL CONERETEACCfSS1BLERAMPS13000PSI) SURFACES SHALL HAVE COLORETD T00LED/SERRATEO SLIP RESISTANO SURFACINGANO/OR TACTILE WARNNGDEVICE PER ADA STANOAROS AND LOCAL ACCESSAY11TYCODE 5, ALE CONLRETEACCFSSIBLERAMPSSHALL BECOLORIMPREGNATED TO PROVIDE VISUAL CONTRAST WARK TO L(GHTI WITNADJOINNGCONCRETE SURFACES (MI iMN 70X COLORCONTRAST7. 17 6. THEMATERIAL USED TO PROVIDE COLOR CONTRASTINCONCRETE ACCES51BAERAMPS SHALL BEAN INTEGRAL (PERMANENT) PART OF THE COIKRETEAN7 SHALL NOT BEPAINT£DDNORCAPABLfOFFADINGOR WEARINGOFF 7. FINISHED GRADES OF PAVEMENT INRCPARKINGAND ACfSSIBRITYAISLE SHALL NOTEXCEED 1:50SLOPFINANYDIRECTION. 4'PARxIA SLlS°EPAVO RTAWAYFBBN BLVlDIhG r M ARD 4P� BaCLARa WITH ALTESSIBLEPARNNG DA AS REO RM V ff-0• i SPACESTRIPE y of fmok 'PAINTED SIMPES - H.0 OLUf 1O4aAL914' 0.0 AT0 DEGREES BO LARDWITHACCE5F9&C PARNAG S164 ASREUMM PAWMENr /ACCESSIBLEAISLE TO BE FLUSHWITHPAYEMENT AT FRONT Of PROPOSED BUILDING MAXIMUM29 SLOPE18 ACCESSREAREAS PER ADA STANDARDS 8L€LAR9PANTO YLiLOW PAYBOr ACCESSIBLE PARKING DETAIL NO IF. 2 ALL ACCESSTBLf RAMP AND ACCESS AISLES NOT TO SCALE SHALL MEET ALL CODES AND AOAAG RfGULAT06. rm ACCESSIBLEPARKING SIGNAGE NOTES: WHITE BACKGROUND T03"DIA.' 5. (NEVI S!GNREUVIRED FOR EALHACff5SIBLEPARKIN65PACf PAINTED STEEL PIPING 6 INSTALLED 1110T OF SIGNSHALL REIN ACCOROANCEWITHSECTION24-23 OF THEHANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IMUTCDI 7 SIGNMAY REMOUNTED ON&LDIN61WALL, AT PROPER HEIGHT, IFALIGNED WITHIN 12' OFCENTER OF PARKING SPACE. 3 -3 - SILK 3 -SILK SCREEN INTERNATIONAL 1R 5YM80L, WMTf ON R1 UE BACKGROUND . A— INSTALL PROPER SlGNAGf A5 APPLICABLE GRA Y AREAS TO REPAINTED PANTONE MATCHING SYSTEM--VETEIIANS 286 BLUE. H) GREEN I EkEND & BORDER ILIi Ii + MCCUf 85-Y5 ROMPER SIGN WiL'TfAR£AS TO Of PAfNT�D V RMS WHITE I ISO i►A�p 9 GA, $HT. METAL MOUNTED W/ Yd1�.I7'I4 * BORDER SHOWNFOR EXTENTS ONLY 2CHROME ROUND HEAR SCREWS , PERSONNEL ONLY,'NOTTOBEPAINTER BLUE WN TE BACKGROUND TO 3" DIA. EEN TER SIGN ON HC / TSC PARKING SPACE - TYP. O�"�bib PAINTED STELE PIPING 1 ®®� 3'-3' FIE(0 TO BE PAINTED SAFETY � Yf1LOW PAVEMENT M� BORDER TO BE PAINTEDWMTE EPDXY ANCHORS INTO PA VEMENT PER MANUFACTURER'S ONLINE F 3 SIGNDETAILS 5PEC1FICATIONS PICKUP LOGOANDTEXT NOTPAINTED ��11' 1 NOTTOSCALE FIC Ula 15' RADIUS NOTES: 61112' 1, CONTRACTIONJOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. JOINT SPACINGMAY BEALTEREO BY TNEENGINEER TO PREVENT UNCONTROLLED CRACKING, ' 1CONTRArTIONJOINTSMAY B£1NSTALLEDBYTHE USE OFT£MPLATES ORfORM£DBYOTN£RAPPROVED MEWS d� ' WHERE SUCH XNNTSARENOFFORMfDBYTEMPLATESAMIN)MUMDEPTHOFII/1"SHALLBEOBTAINEO. •' j' 1 d 18'RADIUS ° 4-� �. 3.AU EXPAN51ONJOINTS SHALL Of SPACED A r Y0 FOOT INTERVALS, AAIIADJAIENFIOALL RIGIOURIECTS. JOINTS ? a;�., i,� •'... a " .'' SHALL MATCHLOCATIONSWiTHJO1NTSINA8UTTINGSIOEWALK, 1,-0' 4. CONCRETE CWRfSSIVE STRENGTH SHALL 8E3600 PS.I.1N18 DAYS. 5 CURB SHALL BEDEPRESSED AT INTERSECTIONS TO PROVIDEFOR FUTUREACCESSIBLERAMPS 2'-0' VALLEYGUTTER 6. TOP 6' OF SUB -GRADE BENEATH THE CURB ANDGUTTER SHALL BECOMPACTED TO 109 PROCTOR DENSITY 0A 1011 TO TOP OF CURB 18. 6• b ASPHALT PARKINiLOT r [!3 400O0poGoo -,0-) CURB/GUTTER DETAIL I I I=) I I I (= p — NOT TOSCALE I� CONCRETE 12' r2• a 6' 6' INN MIN ASPNAL T/CONCRETE TRANSITION JOINT A, - Ci NDTTOSCALE GENERAL NOTES: 1, AGPOOVE/01NrrDEEP WITH I/8'RAORSHALLBER£Q060 1NTHfCONCRETESIDEWALKAT5'INTCRVALS, ONE V2' 112'fXPAN9ON1OINT CXPANSIONJOINTWILL BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50'AND MATCHINGEXPANSION/CONSTRUCTIONJOINT IN I/ PER FOOT ADJACENT CUR& A SEALED 1/2' EXPANSION RANT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE 2. SIDEWALKATDRIVLWAY£NTRANCESTO6£6"(Bla 3, COAKRETECOMPRfSSIVfSTREN6THSHALLBE360OP51,INZOOAYS PROPOSED 4' 10NCRETES19FWALK DETAILS SHOWINGEXPANSION JOINTS INfONCRET£SIDEWALK 1/8'RADIUS A' • ad d ' •A' �d ds •d 'a .e `4 . 4. •'' a V A Ad4. A 4 G]7OOVElo1NrxSIDEWALK JOINT F140 CONCRETE SIDEWALK r�r 12 TRANSV£RSEEXPANSION A{Pr PJ SCALE JOlNrfNS1DfWAIA; . R1-1 REFLECTIVEALUNNIUM VAA%Z0'O' CH4Mfl POST es AINTCONCRETEBLACK ;� W3 AFIfR CORING AT ASPNAL rIOCA. TIONS 4000PS1 CONCRETE —I 11—1� 1 I 1=1 11=1 I I I—Ii-111=111 � •' �' 111—IIT—III—III—J.1=� I t 1 1 11--1 11=III-1 A 11EE1 11= LI I I I I I I-1 11-1 11=l I E. , 11— I-111=1 I FE . : -- = _ = 1_-1=1 I I 1-1 11-1 I FEI 11EE1I I - 11111111111 111„ 1IMI11,.,II�=tII r -a• STOASIGNDETAIL D NOT rD STALE NOTE. 1 WORDS AND ARROWS MR ORIVEWA YS SMALL BE APPLIED ACCOMAG TO REQUIREMENTS AS 00R NED INSEC TION 30 OF THE MANIAC ON UNIFORM TRAFRC CONTROL DEVICES FOR STREETS AAO HIGHWAYS Z. THESEWORDSAN7ARROWSARET06E PAINTED REFLECTIVEWINTE: 575' PA VEMEN T MARKINGS 7 NOT TO SCALE 1U17YAUCU ,)1JVU <AK xffi f: 1. ALLCONCRcTETOBE3,60OPSIINI0DAYS. CONCRETE FL UME LlNorTnsCA[E PAINT ALL EXPOSED STEEL WITH2 COATS fXTfR10R NIGHHEAT GRADE 4'7' PANT. COLOR TOMAICHPA1NrSE1fCTEDf0RPLANKS f1ELDVERIFY WITH ACTUAL BOLLAROLOCA TIM 1x6WO LM. WOW PLAN ITYPJ- COLOR TO Ml NCNIHA PANELS - NO STYLEOFPLANKS TO SELfrIED BYOWNER Zx4 PrSYP#2W/3/8' GALYBOLTS TYROF3 ZXZX31116 TUBESTEEL FRAMEWITHDIA60NAL GATEFRAME 5' CASTERS ATTACHED EACH GA TYPICAL BOLLARD DETAIL o Amr ra STALE 6" DIA. NEW STL. PIPE FRL W/ CONIC: & PAINT fXPANSIONJOINT ASPHALT OR CDNC. REF, PLANS !6' DIA. CDNC. FOUNDATION CONTRACTOR TO COORDINA TEEXACT REBAR WE SIZES AND LOCA T1015 WITH WHEEL STOP MANUFACTM.. WHEEL STOP �10 N7rrosr41E DUMPS TER ENCLOSURE 13 A9'TT TO SCALE TYPICAL EXPANSIONJOINT CONCRETE JOINTS LILANOTTOSCALE PLAN N 7EENSTREAKPAVING CAP SEAL KOFILE #610 - SEESPECIFICA TIONS FOR ADD1T10NAL IN ORMATION 0 PIFEBOLLARDSFILL£DW/CONIRETE(TYPJ TOROUNED TOP, PAINTED, PROVIDEI4'9IAX36'MINPRRFOOnNG 44P.T. PANTED) OR H5S 3X3X3116 PRIMED 164"MAX SPACING), SEE PLAN FOR 00MPSTERLOCATION 1x6 WOLM WOOD PLANKS I TYPJ - COLOR TO MA TCHMTL. 0a PANELS NOTE, STYLEOFPLANKSTOBES£LCCTfDBYOwNFR FOOnNG BFLOIY I 1/1'OEEP W55 FDR GATE' WOOL T- PROVIOE(1) EA GATE 6'0 PIPEBOtLAROSRILED W/ CONCRETE (TYP.) TOROUAOED TOP, PAINTED. PROVIOEI4"01AX36'0PIERFOOTING w 1x6WOLM PLANYSON 1xP.T, WOaDFRAMEO GATES PROVIDE DIAD Zx BRACING 30' TO FACE OFCURB OR SIDEWALK Is 41" to FACEOFBUILO1NG 8' ASPHALT PAYEMfNT y; 3/4' - r om. NOL£ 18"0RfBAR FILL HOLE WITH SLURRY MIXOFNRI-5~6ROUTAFTER I E C I I REDARINSTALLATION. s i I i i k i _..• .Ti.. ,,__i SECTION NOTESEESPECIFICATIONSFOR SA4016REQUIRFMENTS TYPICAL CONTR(1L HUNT SAWCUT JOINT - FILL WITHSUREVELING ELASTOM£RIC SEALANT 6'0P1P£80LLARDSF1LLfOW/CONCRETE I ITYPJ TO ROUNDED TOP- PAINT TO MATCH W OL M. WOOD PLANKS 6'0 PIPE BOLLARDS FILLED W/ CONCRETE I TYPJ TO ROUNDED TDP -PAINT roMATCHWDLM. WOOD PLANKS 1x6WOLN. PLANKS PAINTED (TYP.)- COLOR TO MATCH MTL. BLDG. PANELS - NOTE, STYLE OF PLANKS TO BE SELECTED BY OWNER S' LATCH HEAVY DUTY HINGES FIN. GRADE 5•CASTERSATTACHEDTDEACH64T£ UJ Cl2 p w �t`n •rte. Mc, CONSUL TANT.' Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 (919)553-6570 RDlowdergtriatigiesitedeslgn.com aF MA T THEW E LOWDER A Na. 0.721 Ffs/ NAL €��\ OWNER/DEVELOPER: Primax Properties, LLC Attn. Adam Se[[ner 1100 E. Morehead Street Charlotte, NC 26204 704-954-7224 asellnerpa primaxproperties.rom PROPERTIES, LLC L ALL LETTERS ARE TUBE PER THE LATEST EDITION OF Ti f MUTCD. Z. TOP PORTION OFSIGNSHALL HAVEA R&ECTRZfD 1LAGNEERlN66RA9EI BLUEBACKGRUUNDWITH W1NTf REFLECTORIZED LEGENDAND BORDER u N RESERVED 3,BOTFOMPORTlONOFSIGNSHALLHAYEA REALECTOR0D(FNGINEERNGGRADE) WNTEBACKGROUND WITHBLACKOPAQUELEGEAVANDBORDER. PARKING 4,fINENDnAtAT1ONSIONSHALL HAYEA REFLECTORIZEDI£AGNEERINGGRADEJWNITFBACKGROUADWITHBLACKOPAQUELEGENDANTBOROER 9 GA. SHE METAL MOUNTED W/ 3CHROME ROUAO HEAD SCREWS CONTRACTOR SHALL VERIFY nNEAMMT AAOORD111ANCENUMBER WHITE BACKGROUND T03"DIA.' 5. (NEVI S!GNREUVIRED FOR EALHACff5SIBLEPARKIN65PACf PAINTED STEEL PIPING 6 INSTALLED 1110T OF SIGNSHALL REIN ACCOROANCEWITHSECTION24-23 OF THEHANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IMUTCDI 7 SIGNMAY REMOUNTED ON&LDIN61WALL, AT PROPER HEIGHT, IFALIGNED WITHIN 12' OFCENTER OF PARKING SPACE. 3 -3 - SILK 3 -SILK SCREEN INTERNATIONAL 1R 5YM80L, WMTf ON R1 UE BACKGROUND . A— INSTALL PROPER SlGNAGf A5 APPLICABLE GRA Y AREAS TO REPAINTED PANTONE MATCHING SYSTEM--VETEIIANS 286 BLUE. H) GREEN I EkEND & BORDER ILIi Ii + MCCUf 85-Y5 ROMPER SIGN WiL'TfAR£AS TO Of PAfNT�D V RMS WHITE I ISO i►A�p 9 GA, $HT. METAL MOUNTED W/ Yd1�.I7'I4 * BORDER SHOWNFOR EXTENTS ONLY 2CHROME ROUND HEAR SCREWS , PERSONNEL ONLY,'NOTTOBEPAINTER BLUE WN TE BACKGROUND TO 3" DIA. EEN TER SIGN ON HC / TSC PARKING SPACE - TYP. O�"�bib PAINTED STELE PIPING 1 ®®� 3'-3' FIE(0 TO BE PAINTED SAFETY � Yf1LOW PAVEMENT M� BORDER TO BE PAINTEDWMTE EPDXY ANCHORS INTO PA VEMENT PER MANUFACTURER'S ONLINE F 3 SIGNDETAILS 5PEC1FICATIONS PICKUP LOGOANDTEXT NOTPAINTED ��11' 1 NOTTOSCALE FIC Ula 15' RADIUS NOTES: 61112' 1, CONTRACTIONJOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. JOINT SPACINGMAY BEALTEREO BY TNEENGINEER TO PREVENT UNCONTROLLED CRACKING, ' 1CONTRArTIONJOINTSMAY B£1NSTALLEDBYTHE USE OFT£MPLATES ORfORM£DBYOTN£RAPPROVED MEWS d� ' WHERE SUCH XNNTSARENOFFORMfDBYTEMPLATESAMIN)MUMDEPTHOFII/1"SHALLBEOBTAINEO. •' j' 1 d 18'RADIUS ° 4-� �. 3.AU EXPAN51ONJOINTS SHALL Of SPACED A r Y0 FOOT INTERVALS, AAIIADJAIENFIOALL RIGIOURIECTS. JOINTS ? a;�., i,� •'... a " .'' SHALL MATCHLOCATIONSWiTHJO1NTSINA8UTTINGSIOEWALK, 1,-0' 4. CONCRETE CWRfSSIVE STRENGTH SHALL 8E3600 PS.I.1N18 DAYS. 5 CURB SHALL BEDEPRESSED AT INTERSECTIONS TO PROVIDEFOR FUTUREACCESSIBLERAMPS 2'-0' VALLEYGUTTER 6. TOP 6' OF SUB -GRADE BENEATH THE CURB ANDGUTTER SHALL BECOMPACTED TO 109 PROCTOR DENSITY 0A 1011 TO TOP OF CURB 18. 6• b ASPHALT PARKINiLOT r [!3 400O0poGoo -,0-) CURB/GUTTER DETAIL I I I=) I I I (= p — NOT TOSCALE I� CONCRETE 12' r2• a 6' 6' INN MIN ASPNAL T/CONCRETE TRANSITION JOINT A, - Ci NDTTOSCALE GENERAL NOTES: 1, AGPOOVE/01NrrDEEP WITH I/8'RAORSHALLBER£Q060 1NTHfCONCRETESIDEWALKAT5'INTCRVALS, ONE V2' 112'fXPAN9ON1OINT CXPANSIONJOINTWILL BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50'AND MATCHINGEXPANSION/CONSTRUCTIONJOINT IN I/ PER FOOT ADJACENT CUR& A SEALED 1/2' EXPANSION RANT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE 2. SIDEWALKATDRIVLWAY£NTRANCESTO6£6"(Bla 3, COAKRETECOMPRfSSIVfSTREN6THSHALLBE360OP51,INZOOAYS PROPOSED 4' 10NCRETES19FWALK DETAILS SHOWINGEXPANSION JOINTS INfONCRET£SIDEWALK 1/8'RADIUS A' • ad d ' •A' �d ds •d 'a .e `4 . 4. •'' a V A Ad4. A 4 G]7OOVElo1NrxSIDEWALK JOINT F140 CONCRETE SIDEWALK r�r 12 TRANSV£RSEEXPANSION A{Pr PJ SCALE JOlNrfNS1DfWAIA; . R1-1 REFLECTIVEALUNNIUM VAA%Z0'O' CH4Mfl POST es AINTCONCRETEBLACK ;� W3 AFIfR CORING AT ASPNAL rIOCA. TIONS 4000PS1 CONCRETE —I 11—1� 1 I 1=1 11=1 I I I—Ii-111=111 � •' �' 111—IIT—III—III—J.1=� I t 1 1 11--1 11=III-1 A 11EE1 11= LI I I I I I I-1 11-1 11=l I E. , 11— I-111=1 I FE . : -- = _ = 1_-1=1 I I 1-1 11-1 I FEI 11EE1I I - 11111111111 111„ 1IMI11,.,II�=tII r -a• STOASIGNDETAIL D NOT rD STALE NOTE. 1 WORDS AND ARROWS MR ORIVEWA YS SMALL BE APPLIED ACCOMAG TO REQUIREMENTS AS 00R NED INSEC TION 30 OF THE MANIAC ON UNIFORM TRAFRC CONTROL DEVICES FOR STREETS AAO HIGHWAYS Z. THESEWORDSAN7ARROWSARET06E PAINTED REFLECTIVEWINTE: 575' PA VEMEN T MARKINGS 7 NOT TO SCALE 1U17YAUCU ,)1JVU <AK xffi f: 1. ALLCONCRcTETOBE3,60OPSIINI0DAYS. CONCRETE FL UME LlNorTnsCA[E PAINT ALL EXPOSED STEEL WITH2 COATS fXTfR10R NIGHHEAT GRADE 4'7' PANT. COLOR TOMAICHPA1NrSE1fCTEDf0RPLANKS f1ELDVERIFY WITH ACTUAL BOLLAROLOCA TIM 1x6WO LM. WOW PLAN ITYPJ- COLOR TO Ml NCNIHA PANELS - NO STYLEOFPLANKS TO SELfrIED BYOWNER Zx4 PrSYP#2W/3/8' GALYBOLTS TYROF3 ZXZX31116 TUBESTEEL FRAMEWITHDIA60NAL GATEFRAME 5' CASTERS ATTACHED EACH GA TYPICAL BOLLARD DETAIL o Amr ra STALE 6" DIA. NEW STL. PIPE FRL W/ CONIC: & PAINT fXPANSIONJOINT ASPHALT OR CDNC. REF, PLANS !6' DIA. CDNC. FOUNDATION CONTRACTOR TO COORDINA TEEXACT REBAR WE SIZES AND LOCA T1015 WITH WHEEL STOP MANUFACTM.. WHEEL STOP �10 N7rrosr41E DUMPS TER ENCLOSURE 13 A9'TT TO SCALE TYPICAL EXPANSIONJOINT CONCRETE JOINTS LILANOTTOSCALE PLAN N 7EENSTREAKPAVING CAP SEAL KOFILE #610 - SEESPECIFICA TIONS FOR ADD1T10NAL IN ORMATION 0 PIFEBOLLARDSFILL£DW/CONIRETE(TYPJ TOROUNED TOP, PAINTED, PROVIDEI4'9IAX36'MINPRRFOOnNG 44P.T. PANTED) OR H5S 3X3X3116 PRIMED 164"MAX SPACING), SEE PLAN FOR 00MPSTERLOCATION 1x6 WOLM WOOD PLANKS I TYPJ - COLOR TO MA TCHMTL. 0a PANELS NOTE, STYLEOFPLANKSTOBES£LCCTfDBYOwNFR FOOnNG BFLOIY I 1/1'OEEP W55 FDR GATE' WOOL T- PROVIOE(1) EA GATE 6'0 PIPEBOtLAROSRILED W/ CONCRETE (TYP.) TOROUAOED TOP, PAINTED. PROVIOEI4"01AX36'0PIERFOOTING w 1x6WOLM PLANYSON 1xP.T, WOaDFRAMEO GATES PROVIDE DIAD Zx BRACING 30' TO FACE OFCURB OR SIDEWALK Is 41" to FACEOFBUILO1NG 8' ASPHALT PAYEMfNT y; 3/4' - r om. NOL£ 18"0RfBAR FILL HOLE WITH SLURRY MIXOFNRI-5~6ROUTAFTER I E C I I REDARINSTALLATION. s i I i i k i _..• .Ti.. ,,__i SECTION NOTESEESPECIFICATIONSFOR SA4016REQUIRFMENTS TYPICAL CONTR(1L HUNT SAWCUT JOINT - FILL WITHSUREVELING ELASTOM£RIC SEALANT 6'0P1P£80LLARDSF1LLfOW/CONCRETE I ITYPJ TO ROUNDED TOP- PAINT TO MATCH W OL M. WOOD PLANKS 6'0 PIPE BOLLARDS FILLED W/ CONCRETE I TYPJ TO ROUNDED TDP -PAINT roMATCHWDLM. WOOD PLANKS 1x6WOLN. PLANKS PAINTED (TYP.)- COLOR TO MATCH MTL. BLDG. PANELS - NOTE, STYLE OF PLANKS TO BE SELECTED BY OWNER S' LATCH HEAVY DUTY HINGES FIN. GRADE 5•CASTERSATTACHEDTDEACH64T£ UJ Cl2 p w �t`n •rte. Mc, CONSUL TANT.' Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 (919)553-6570 RDlowdergtriatigiesitedeslgn.com aF MA T THEW E LOWDER A Na. 0.721 Ffs/ NAL €��\ OWNER/DEVELOPER: Primax Properties, LLC Attn. Adam Se[[ner 1100 E. Morehead Street Charlotte, NC 26204 704-954-7224 asellnerpa primaxproperties.rom PROPERTIES, LLC Drawn Checked Approved Project No. 007052 Date: August 5, 2020 Title EONS 1 RUC TION DETAILS Sheet* (1,4 u N w LnQJ u This document, together with the concepts and designs presented herelh, as On instrument of services, is intended only for the Specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. Drawn Checked Approved Project No. 007052 Date: August 5, 2020 Title EONS 1 RUC TION DETAILS Sheet* (1,4 w a Drawn Checked Approved Project No. 007052 Date: August 5, 2020 Title EONS 1 RUC TION DETAILS Sheet* (1,4 10409 V F !! 7 9P"RS F II k—BA ° E ii MS U ALS OF INL `T COVER — BAR A GUTTER FACE OF CURB: CRACK ACK OF SIDEWALK EXPANSION KE19D JOINT Cot r. If -,S a, ;I01NTT-,. .v r u�5 �9 -BARS r RS II3 � r 0 UJUJ Hd D WA WEEP HL SEE N0,1E 1D' r .. XE YED CONST, DINT L� +,ARIABLE Nils'(; 201 WARPED RPED . GUTTER 1 A hl GUTTER, L .-AL BARS F DEED HOLE FRONT s , Vim. . 1.-1 _ W . ���lag (GUTTER REMOVE D) 0 ! T -6 A WA SEAT _ 1 T PE A NOSEIDETAL SH L USED E `4�ITFG �,� �� C-0,7 ST"ARDS. LVV �. 1 w, TY ' ET SK&L E QSED WITH ST.l NDARDS� TYPE � W� � !� ,� �= _. . SPE 11 X. �� G 1�. FOR TYPE A T ..E BENT ON ! ANGLE OF r68- 3G1 T� �1 E: Il�d AT �� C, -C-. I�� �'E� PLATE. _ .. _ _. LS �NNE�CIOR ' T E r 1 1 REIT 4 1'TH '� X sill STUD � NOSE. � WELDED TO BENT PLATE AT ' C=lea , s PAVEMENT PAVEWENT - - ........ - - 1. Tw• F :DETAIL WHEN USED FOR USE ON ORADES ADJACENT TO CURB FOR 1USE IN SAGS WITHOUT UT'TE 1 �[4 IDES TO E -SYM rd1RTi�I �L H�"T - ST,ANDAND CURB, DROP INLET REF NM 2 " 30" PIPE, MAXIMUM PTH — 3 3,02 ViROM DEPARTMENT of 'rRAWNPORTAILON Di-.3k38.3C NOTES 1, - DEP'7H OF INLET 1H? T-0 SHOWN ON PLANS �". �. - _ � " Sl41 - : - � 12'' C- TO BE '. PLACED IN ALL EAS ADJACENTTHE . - _ � ._. ,�, _ - _ �_ E�1� E�I�1� IIT � L �t��� 'ONLY T r THE ''1t`'_ DINIENMON SHOWN ION THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER D WECFIM ON THE PLA WILL BE . '� F�EI� EISA "T� INVERT 4E �`.I-IE- ��'F�4i.L MEASURED `rTL r IST, 1. 1���E�li" QUANTITIES SHOWN ARE �' DEPTH QJ - PIPE TO THE T T E Tf I� T4�RE._ � j' :f 1l E`T' I WEEP HOLE T B LOCATE �.T' d- �H)OF" 5���7, ' fir IJT � � ��IE _ ����T DISPLACED BY PIPES I' ST BE DU "TED TO 11; S Y PL1d._ hl. alii~ill- E ,F'PIIriTE,. 1' �. ETf1��TIN� P�R_P�� � TD T AQTU N -UMC' MATERK, WEEP W'rH 12`X120!: PLeST1 I- DWME CLOTH .s F SH - . GIT I TR -Ur,.- +Jl a;TITIE . rOk INLETS .OF - DIMENSI l - FULL BE DETERMINE) BY T1 I pNRE � � O� Ifs � ��EL WIRE, �. � � 'i; Q DIFFERENT _DEPTHS_ ADCC OR SUBT T 0-3 CUBIC YARDS 1�F +�°ON RETE FOIA EACH F00T CONTRACTOR FROM FIELD I ITI f� . OI t R �I E.R° MESH HARD LOT ANCHORED FIRMLY T0' THE TSIs OF DE 114 3. - - '• HEI"r._ SPECIFIED N _THE PLANS THE INVERT I5 TO DE RAPE ORD�t i�:ITH....STANDARD F THE TRWPURE; 1 . LIENGTH OF AW LE ON . SHOWN ON HEET � . .. .I -1,_ � Ia FIDE NI"�1�4 '0 PLACING a�1,1� =�z �. F�EIi�F I��I!Na, ST EL L HAVE !k MIN, TO BE L `116" AT 4.10 LBS,�"1�'T.. .TIMED MAT.ERI S INCIDENTAL -..TO THE _5HAP _l a T BE INCLUDES IN THE HIIJ PRIDE FOR TWA STRUCTURE, COVER OF '4- 1� - .. _ � DENOTES li`E�TI� D� �h1E {�� BAR, - THE UTL IN THE. EVENT THE II~AART °fAL REINFORCINO STEELTO E CUT CLEAR OF ALL OP Ir�I BY 2", 1.9. - - ALL REINFORCING H TD, 1T , 4. PIPE [3 NICHED TH S THE 8'OTTOM Or . THE .. U TIS_ INVERT TNI` TRLI�T.�RE ; . qtr .� CONCRETE ISS `T BE CLASS 43 CAST-INPLACE 0. .. ... � � Ilb� �,_�;� �_ E�Ia�d �rr'�i1Gl� oIf" W1. IN INLET I a .�TI�IIT►�R1=p SHALL If H 1" PITH _ tE1dT I .I .:.T� Q000 PSIS. E �T NRI TE I T INLET_ I5._ TO. 1 _ 5H ED T CONFORM TO PROPOSED COB. PREVENT T OIN OR PONDING OF_- WATQ 4,000 PSt TRUGTURE� THE C05T OFFURN15H.ING IN AND ANCA LACING ALL MAtERIALS ,INGII)F�IT . T'O. 12- LENGTH F" SLOT tL) 'SI L;1 SER '�E� THE S PING I'S TO 13E INCLUDED IN THE `1LF SHOWN ON PLANS. PRICE EG' lit, ST WOTURF, 11 IF INLET IS IN MEDIAN R -5,. _ - . _ _ S y{A E T PRQVIDED WHEN 44-01 STEP WITH WTEORAL CUREL WTTER IS TO BE OR G1 ESTE:R. t0k DETAILS. SEE STANDMU ST -1- OMITTED ($ E T W- 6. THI5, ITEM MAY RE PRECAST OR IS T- -1PIL E. 14. 53 1P V I41LET NI 'f BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDWICE '6117" THE IDET IL$ SHOWN ON 5TANDARD OR'N004 P1415: VEOF FSPrz STANDARD CURB DROP INLET 233 al " IPE' MAXIMUM DEPTH (H 302 VIRU0 DEIN' TAra or 'fRMSPORTATI N Shitot 2, of 2 -104.10 IQ W mmm k- �I J CONSUL TAN T. - Triangle Site design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 f 9 191 553-6570 mlowder@trianglesited,osign.com rk/ OWNERIDEVELOPER; Primax Properties, LLC Attn Adam Sellner 1100 F. Morehead Street Charlotte, NC 28204 704-954-7224 asellnergPrimaxproperties, tom ID .I �T �Ax PROPERTIES,. LLC This docament, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, AL shall be without liability f Triangle Site Design, PLLC. ti u d b q grown Checked Approved Project No. 001057 Date. August 5, 2024 Title S TORMWA TER DETAILS Sheet No. C�:S C Zi C QJ d- zi Q L -c This docament, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, AL shall be without liability f Triangle Site Design, PLLC. ti u d b q grown Checked Approved Project No. 001057 Date. August 5, 2024 Title S TORMWA TER DETAILS Sheet No. C�:S SOIL I NFORIVA TION EROSION & SED11I T CON [ROL NA RRA Tl VF MAP UNIT NAME (I A SSIFICA TION t PROJECT DESCRIPTION: THE PROPERTY WILL Of DEVELOPED ASA rRACTOR SUPPL Y RETAIL STORE. THE PROPOSED SITE AREA 154,96 148 FREDERICK- POPL IMEN TO LOANS U. ACRES WITH 3.39 AIRES 015 1URBED AS PART OF THE CONSTRUCTION OF THE DEVELOPMENT. THE SI TE DRAINS VIA EXISTING S FORM 14E FREDERICK-POPLIMENTO10ANS 8 ORAINA GEPIPE SYS (EMSFO AS IRRMWA TER MAN46EXENr POND THAT PROVIDES PRO VIVES. PEAK FLOW A TTENUA TiON AND WATER 16C FREDERICK- PUPIL IMENTOROCK YLOANS U 0UAL ITYBENEHTSFOR THE RUNOFF FROM THE PROPER TY, THE EX15[1955TORMWATER MANAGEMENT POND WA5DESIGNEDAND TREDfR/CKCauNrYY/R6//DA APPAox/i1Alf[OCAr/oN CONSTRUCTED AS PARI OF THE OVERALL SHOPPING CENTER DEVELOPMENT AND ACCOUNTED FOR RUNOFF FROM THE PROPOSED TRACTOR NAP53-A-Al _EXIST/NG4fR/ZONRNO SUPPL Y PROPERTY. 7. EXISTING SITE CONDITIONS: THE EXISTING PROPER TY 15 PRIMARIL Y OPEN SPACE WI TH THE EXCEP TION OF A SMALL AREA Of EXISTING f TREES THA T WILL BE 01MOL (SHED A5 PART OF THE CONSTRUCTION OF THE SITE THE SITE WAS PREVIOUSLY ROUGH GRADED AS PART OF 1. 1 - - y ~ i �i�1, L - - THE DEVELOPMENT OF THE OVERALL SHOPPING CENTER AND EXISTING INFRASTRUCTURE IS ON THE SITE INCLUDING A PORTION Of WALMART ..-� / '� .r- -�-' �- .- � � � � -- �. _ ,.� � fx. sraAMaRairoaGffasrrlfNr' � .` � �sT Nr � 1rs r / J - -- - - _ r E ¢ — - - - - - k / \S -- DRIVE, PAVED AREA FOR THE W ALMAR F LOADING AREA, WATER, SEWER AND STORM DRAINAGE PIPE SYSTEMS TNE 51 rE CURRENTL Y r1 PfR f6 �M6NWfALTHGRU/P �� / G('AYELA�7 b FRfO£RxrCaiNTYsaAyrAr�N 1 i DRAINS TOWARDS THESXISTINGDRAINAGEINFRASTRUCTURE THA TWAS INSTALIED ON THEPRDPERTY. / T j r� ( ALTR SURYfY r r `^ r -----..--� AUThW17Y I r- — — — ---- — ` 3, ADJACENT AREAS: Tli£PROJECrADJACENTTOEXISTlNGCOMMERCiALPROPERTIESWITHiNTNEWALMARISHOPPlNGCENFfRAND / i ✓ r- - k /NS h�NT 1-d �� �� �, /� � i �i / � uNn ��� � � � � c c .GASEAsfrlfNr / ��� r..r VACANT LAND TDTNEWESTANDNORTH Of -THE PROPERTY. THE FUTURE EXTENSION OFRETAIL DRIVE TOTHE WEST OFTHFDEVfLOPMfNT �r r /� i �\ WILLOCCURWITHIN THE EXISTING RiGHT-OF-WAYTfiATHASBEEN RESERVED FOR THE ROAD IMPROVEMENTS, EXISTING PUBLIC UTILITY i �� / JU i ST1�43J"EJ1I.>2' . �, ��� ` ue ue FQ 0 FO �, x Y �� I r p INFRASTRUCTURE!SON[HE NOR THERNBOUNDARYOFTHE PROPER TY pt_� >sp O F0FO -`FO F PARTB / FC°^� F �FO\4. OFF-51IfAREAS: THER£ARENOPROPOSEDiMPACTSTOOFF-SiTEARFASASSOCIATEOWITHTHFvEVELOPMENTOFTHEPROJECT. iFIT DI »$D>� 1 , ,SD,, >�SD» � \ »sD» --� 15NECESSARYTOIMPORT BORROW MATERIAL ORDISPOSE OFSURPLUS MATERIAL OFF-SITE,THECONTRACTORSHALLBFRESPONSIBLEFOR . % l f`fIJ /7-,r - PROVIDING AN APPROVED EROSION AND SEDIMENT CONTROL PLAN FOR THE OFF-51TEBORROW OR WASTE AREAS THE CONTRACTOR SHALL q y�c�-- --�•- AI _ -- SD Y ' S�' >asD» + ------ BERESPONSIBLEFOR IMPLEMENTING£&5CMEA SORES FOR ANOTHE RES TORATION OFANYOFF-51TEAREA5, W �j `` D, 1 r _ cns-i- l l icss GAS La LOD C4 - .. �' 1 I s \ �� " Q \ 5. SOiLS: BA SED ON THE NAT1ONALRESOURCES CONSERVAT16NSER VICE SOIL SUR VEYMAPSTHE EXiSTING SITECON TAINSTHE - A! N� 6 I ' 1 I \ co GAswrrnt sPasr � ✓ � / LSD 1- ®LOO � � 1 \ FOLLOWING SOL TYPES A5 NOTED ON THE EROSION CONTROL PLAN SHEETS: FRfDERICX-POPLiMfNTO LOAMY SO1L51NYDROLOGIt GROUP B DIVERSION Di ITCH TO 8E� R 1 Q ----� _ WVv as GAS— cAs._.�._ � � � -- --�.....�,_8"'�' �'r �. � 4A! _o_._ 'ti!`1 W SOiISI. A GEOTECHNICAL REPORT lS AVAILABLE EOR TNF PROTECT THAT DESCRIBES TNF FXfSTING SOIL CHARACTERISTICS. STABILIZEDW!TIf1N 1 DAYS aas cos - c s GAS cos �Nf 8.1 ^�, L rZU,fm� ON \ 7 ( o .01 A CCURDING TO 5 FA OIL IZA TION \ 11 f l - = -= --- —' GAS � GAS EXIS T1Na.. STRUCTURE -- `Rpo �, - cos ___G y 6. CRITICAL AREAS: THERUNOFFfROMTHEPROPOSEDDEVELOPMENTWiLLDRAINTOEXISTINGSTORMORAINAGEPiPEiISTRUCTURE TIMEFRAME REOUiREMENTS-- \ '; c cos -,_ ;\ \\ \ I 100 \' '--=--�---� GAS -_�_ L \ ON THE PROPERTY THAT DRAINS TO THE EXISTING STORMWATER MANAGEMENT POND THAT CAPTURES AND TREATS STORMWA TER RUNOFF \ �. \\, . \� \\ 1 Q COQ �-� •� rnl ,m SP SF \ �` �---' �` \ ^\\� 11 � I ,m .m - -.� "�- � FROM THE OVERALL SHOPPING CENTER DfVElOPMENT ACCESS TOWALMARTORI VFAND ADJACENT PROPER TIES T08EMA1NTAlNFDDURING TEMPORARY DIVERSION Di TCN #3 j j 0 MAPS1-A-f r \ • '7 THE CONSTRUCTION OF THE TRACTOR SUPPLY SITE. �c \ �� " ADJUST LOCATION AS NECESSARY I 11 /NsrRm Nraa oov79s6 r TEMPORARY A 4 N \ \,�\, ,\\1 (( (( 1�99BSF/6�Au s LJNI FS OF CLASS \ \ I ^ TO MAINTAINPOSITIVEDRAINAGE r! j J 'l 1 511TFENCE DISTURBANCE RIP -RAP SEDIMENT TRAP #Z REFER TO SHEET r 7 EROSION ANDSEDIMENTCONTROL MIA SURES : THE CONSTRUCTION EROSION AND SEDIMENTCONTROLMEASURESSHALLB£DESIGNfDTO TO SEDIMENT BASiN �, I ( i ( 1 / ' } / RETAIN SEDIMENT ON SITE TO THE MAXIMUM EXTENT PRACTICABLE. ALL CONTROL MEASURES MUST BE PROPERLY SELECTED, INSTALLED, AND FOR DETAILS AND CONSTRUCTION 1 MAINTAINED iN ACCORDANCE WiTH THE MANUFAC FURERS' SPECIf1CA TiONS AND GOOD ENONFERING PRACTICES. If PERIODIC INSPECTIONS OR OTHER CLASS RfOU1REMEN r5 * 1 0 ( INFORMATION INDICA FES A CONTROL HAS BEEN USED 1NAPPROPRIATEL Y, OR 1NCDRRECTL Y, THE CONTRACTOR/ DEVELOPER MUST REPLACE OR RIP -RAP �� j MODIFY THECONTROIFOR SITE SiTUArLONS.IFSEDIMENT ESCAPES THE CONS TRUCRONSITE,OFF-SITEACCUMULA[IONS OFSEDIMENT MUSTBE � N `, APPROXIMATfLpIAT/ON 4 1 f I fj / I c g } 1 \ \ \ EXISI/NGYEA/ZUNANO ` ( ! ! ! l 3 • !) / 1 H Co,c�fTE WAr-MAR ZW LsrATEBU RTS REMOVED AT A FREUUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.6, SEDIMENT IN STREEF COULD BE WASHED INTO S FORM SEWERS BY THE .au£MMIRaWEREasfrrfNT 1 �I \ 7 ( (1 f I / } - I T NFXFRAIN AND/ORPOSE ASAFE TYHAZARDTOUSERS OFPUBL115TREETSj.IITTER, CONS TRUE TION DEBRIS, AND CONS TRUE TION CHEMICAL 5 DIVERSION DITCHTOBC ff I MAP51A0 EXPOSED TOSTORMWATERSHALLBEPREVENTED FROM BECOMINGAPOLLUTANT SOURCEFORSTORM WAFER DISCHARGES If.G.,SCREENING S�AB1LJZfD, W 1 THIN 7 DA Y5 J OUTFALLS, PICKED UP DAIL Yl. THE FOLLOWING MEASURES WILL UE USED TO CONTROL EROSION AND SEDIMENF-LADEN RUNOFF ON THIS PROJECT. ( ( ( 1 ( I ! I LIMITS OF ACCORDING TO Si" ftIZATiON I 1 i I J q 1 SEETHE EROSION & SEDIMENT CONTROL PLAN FOR TNF PROPOSED LOCATIONS Of SPECIFIC EROSION CONTROL MEASURES THE PRIMARY MEASURES 11,1 l i 11 fxisr/NUWAsrDA raN \ f ! f ( I () } } I o� f ;1STURBANCf - - 1 TIMEFRAME RFQU1�3f�PEN rS } s7r��3 i F 1 THAT WILL BE USED AND AS NOTED 1N THESE PLANS INCL UDE THE FOLLOWING.' CONS TRUETION ENTRANCE, SIL T FENCE, DIVERSION DITCHES, I l I1 i 6ASfASEMENT I i 4 1 - - - - _ _ _ - rS001 q SEDIMENT TRAP, RiPRAPSTABILIZATION, PIPE OUTLET PRO TEC TION, INLET PROTECTION, PIPE OU TI ET PROTECTION, CONCRETE WASH AREA, DUST 1 I i t I l i I i f I r I 1 1 1 ((i I f 1 i ( / \ / ~� J=6 ��q_Topr' CONTROL; AND .TEMPORARY AND PERMANENT MULCHING, SEEOiW6 AND LANDSCAPING. RETAIL S AND LOCATIONS OF IIIE PROPOSED MEASURES ARE I P ( 1 ( ( I 1 i J j1 j f+ ( / _ _/ j .�J / j p aft G119" NOTED WITHIN THESE CONS FRUCTION PLANS 1 111 (1 ! I Jl I ( ( f ((1 + ! �(1 i 11 .. � �-- i I 1 /fill, TEMPORARY DIVERSION�CH #4 \ \AA (( ADIUST IOCAT101JAS NECf55�4RY \ ¢' 8. PERMANENT 5TA6111ZAT1ON: PERMANENT SFA81LIZA TION WILL BEACHIEVED THOUGH THEUSEOF THE FOLLOWING MEASURES f lII f 11 f f 1 I 1 f A, OUTLET PROTECTION: THIS CONTROL SHOULD BE INS FALL ED INNEOIA TEL Y AFTER INS TALL A TION OF THE OUTLET END WALL OR END ((� hill I ! / I •� � rD MAINTAIN PosrTiV� DRAINAGE � � _/ �jTO SEDIMENT BASIN \ / •'b \ ® S7>343 jB ^ SECTION OR WITHIN TW 0 DAYS AFTER THE OUTLET 51RUCTURES AREFUNCUONAL. +' I o I \ 1 B. 5011 STABILIZATION BLANKETS &MATTING: THIS CONTROL SHOULD BE INSTALLED IMMEOIATEL YAFTER FINAL GRADINGUFDITCHES \"w AND SLOPES. , asPHgrr / ^ 1 J C TOPSOiLING' THIS CONTROL SHOULD REINSTALLEDASNEfOEDDURINGEARTHWORKACTIVITIES. i ( r D. TEMPORARY AND PERMANENT SEEDING: TEMPORARY SEEDING SHALL 8f INSTALLED WITHINSEVEN DAYS FODENUDEDAREA5THAT it MA Y NOT BE A r FINAL GRADE BUT WILL REMAIN DORMANT l UNDISTURBED/ FUR LONGER THAN 30 DA YS AFTER COMPLETION OF fiifI/EARTHWORK ACTIVITIES rOAREAS THATARE TO BELEFTDORMANTFOR MORE THAN ONE YEAR ITISRECOMMENDED TO COMPLETE fit / \ J I k J FINAL GRADINGASSECTIONS OFTUEPROJECI'ARE'CON5TRUCTEDTOALLOWFOR PERMANENTSEFDINGTOBEINSTALLEOINSTEADOf TEMPORARY SEEDING. i 1 1 I !I I l 1/ l 1 i 1 t J ( Q 11 I , ( I ,' 1 -- •--�_ �' _ �,��t ` � E. MULCHING- TNISCONTROL SHOULDBEiNSTALLEOASNEEDEDDURINGEARFHWORKANDSEEDINGACTiVITIES, F. LANDSCAPING: REFER TO LANDSCAPEPLAN FOR PROJECT LANDSCAPING INCLUDING THE USE OF SEEDING, 500, TREES AND SHRUBS, I f (1 Ill liiI I ,Il 11 9. STORMWATER RUNOFF CONSIDERATIONS : THEDEVELOPMENTOFTHESITEWILL RESULTIN ANINCREASEOFIMPERVIOUSAREA ONTHE F PROPERTY OF Z.51 ACRES WHICH WiLL RESULT IN ANINCREASFIN PEAK RUNOFF RA FES, THE SITE STORM DRAINAGE SYSTEM iS DESIGNED TO 1 APPROX/MRTELOCAT/ON CAPTURE RUNOFF FROM THE BUILDING AND PARft1NG AREA5 AND DIVER r THE RUNOFF TO THE EXISTING PiPE SYSTEM AND STORMWATER auEGHfNYPawfRfasfrfNr MANAGEMENT POND. THE EXiS TING 5 FORMWA TER MANAGEMENT POND WAS DES16NED TO PROV19E PEAK FLOW ATTENUATION AND WATER OUALLITYBENEFITS FOR THE STORMWATER RUNOFF IEAVINGTHE TRACTOR SUPPLY REVEL OPMENT. J fXWATfRJS&t7?Psf1V1"y7 1 1 o / j/ri /r/ / , ' , / II/I (I / / '( �(( T GFA /NsrRUrIENrDD4-17Zs1 1( asPyarr j h VICINITY MAP rEMPDRARr (4 1 .� / j % /�// !/ �-� h. ,- � , J ( 1 f I QIP �' � / 1 I � _,( � ! � �-•� srl rFENCE 1 silo �. SA 1�A�esfemPc�P I - 1NIErPRO rfCT10NAr EXISTING STRUCTURE 1 1 Q at ®D3 to li�P 16Z_ [ DIVERSION 01TCH TO BE 1 1 �(J� DiVfRSiDN�ITCH ro BE—�- \ STABILiZEDWITHIN 7DAYS STA81LIZIOWI�TNIN7DA.YS ACCORDING TU 5TA8lL1ZATlDN 0 9 ACCORDING TO STABIIIZA TION (� 1 / � / TFlY�'ARY VEHlCLEFDfLiNG, WASHING TIMEFRAMER�QUiRfMfNFS ( I 1 v 1 ( i 1 � I WAL-rJARr TIMEFRAME REQUIREMENTS /N AND REPAIR ARfA / 1 1 (( f � 1 sT>5VsJ7- 1 t t 0 j J(� /, 1 1 / ( H WAL SPILL CON TA1NMENrxIr 1 \ Il i f ADJfIST LOCADTION A15 NECESSARY SARY I I I v r (( I �`. L ITCH #1 STORAGE AREA LOCA TION »? i / 1 \ EROSION CONTROL ROL L EGENS 1 1 } 1 D I I 1 } TOMAINTAINPOSITIVEDRAINAGf I I H h �~ TEMPORA RYD1VERSION DITCH# (1 ( REFER TOL1fTAlL SHEET FOR CONSTRUCTION REQUlREMENTS i I l 1 I I 1 -1 TO SEDIMENT BASIN I I s —, �" ADJUST LOCATiONA5 � ECESSARY 1 l + REFER TO LANDSCAFEPLAN ON SHEEFCf..7FOR TEMPORARY AND PERMANENT � � -_ - 1 -� _ TRAILER � / � LIMITS OF ASPTRUT 1 1 - A SEEDING SCHEDULE / J y PORTA30N `� --TU121�1NFA1NPO51Ti DRAINAGE / 1 DISTURBANCE } �4�'- - �• ' ! L OCA TION - IO SEDIMENT BASIN / o - -� � � I ( CONCRETE \ " `�-= �--, � � CONSTRUCT10NfNTRANrf WASH \ _ RESPONSIBLE LAND DISTURBER tf r IN ii ! • ` `' \ I I f (� I / \ ) 1 ` REFER TO SHEET CL66 FOR DETAILS AND CONSTRUCTION/ o ourLfr PRorfcrroN REOUiREMENTS - TENPORA R Y INL E T 1 TEMPORARY PIPE A r + S1GNA TYRE CONSTRUCTION ENTRAN jE /13 PROTECTION 1 ��C TEMPORARY _ LrMlrs OF CLASS o ✓ \ \ HOR5E5HOEiNLfT 1 \ 1 I SIL T FENCE EIS ON5TRUCTION \ 4 \ L I I 1 NAMEfPRiNTI 1 L ! RIP RAP , H PRorfrrrdN �. �. NAL-MARTREAL ESTATEBUS//�435 f ✓ ( 1 (' , . ENTRANCE � � CLASS rfMPQRARr sll r RIP -RAP / /l / / i fr PHONE NUMBER FENCE OUTLET TEMPORARY lNIfTPRO FEE TION AT CHECK DAM EXISTING STRUCTURE , sF rfMAORARY5ILT FENCE I LFRI1flCAT1ON NUMBER TEMP. DIVERSION DITCH To . ro ------------ EXPiRANONDATE � �srs � P" " �- -sass ( _ ` ��, 1 Ex. cdp� ®� ,` !•0 D I11i (�`' 8"9SS : IMIREM I J5 �`-- ( .-..T �D - 1 "` v 1W WV WV / fl QO� k" I1l11 1 e," I m7 10' P xrNs sE tri `V -- i j I i=aJaa �sa.'ao � / ASP A[r N. 1 r W W tiW� - �. _. / AW I_ _ 1 I 5 "oma, a �_ J -1 W rr A AII­ i L d � 1 I l I 3J k 405P / � � � W � /PA/VAifl -z943p» • ° a a^ ass - �� . 8 mss !11 � � � � � •�, i i 1j( �e / I . ^ ` � _ _ 1 ## J b COYN0AVf4LTrV6AVbPArT4 SUAYEY INLETPROTECTIONAT f f6 NNEArrNGROLm EXIS TINGTRUCrURE fx.WArER�sEWfAfasfwENr r-� 1 ! W/r�HESTERPABJ)�AS, lP INLET PROTECTION A F PERfOM/�OON!✓fALTHGROUP 1 EXISTING S TRUCTUREAL ra suAYfr 1 MAPS? -A -f l T Nr09- % 6 v WAL-MARlNfA[ 137ATE9USTNEZ 1 TRUsr MRLNIEN ,9 7 l 1 ( a I f Know what's below, Call before you dig. &Ar SWE 30 0 5 30 60 110 HAiH=30fffT CONSUL TAN r: Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 (9191553-6570 Into wder@a triangl esitedesign, coni p T H 0,c .� MA?"THEW E. LOWDER No. A 0371 0 S10NAL E r Primax Properties, LLC Attn. Adam Sellner 1100 E. Morehead Street Charlotte, NC 28204 704-954-7124 asellner(lprimaxproperties coni . 'tr PROPERTIES, LLC MCTOPI "FLY C®�P�Y I urra VVILUMeur, rvuCuro wnrr r,re concepts and designs presented herI as an instrument of services, is intended only for the specific purpose and clienf for which it was prepared Reuse of and unproper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC -4 �::� h QJ QJ QJ �7 Q Q H QJ .c urra VVILUMeur, rvuCuro wnrr r,re concepts and designs presented herI as an instrument of services, is intended only for the specific purpose and clienf for which it was prepared Reuse of and unproper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC Drawn Checked Approved Project No. 001051 Dote: August 5, 2020 Title PHASE I EROSION SEDIMENT CON FROL PLAN Sheet No h �7 H d z� ti Drawn Checked Approved Project No. 001051 Dote: August 5, 2020 Title PHASE I EROSION SEDIMENT CON FROL PLAN Sheet No FRFOfA%!A'COl/NTYYIRG/AIR APP/IOXIMATf10lRJ/ON M4PS3-A Al _ s &IMNCY!R/701IRN0 / TRIANfNT 7- r � RI[fC11£NYPowZ, RSEMENJ r — — — �4fr r SNI%✓if% r r�� I CIIAGYC/A9iff�C�—� X` k ^ _h , \ _ ro #2777 � -- � `� � � � �— � � �� \ � _ -- Be 5,r0 MX41Y4G£b4SZW97' r (✓ PfRroNMoAwfxZTHcaouP — �% _ , — J y + lcPq{'fz Ab ' 6 fRafa.4cIrrau#rrsR7drArraN j I Rl ra 2PPI r f �, i o Wh R/TY -1 .— --- — ------7`----- � [24P53442 ( (� ✓ J J/ 1 / /x f — / /AsrRu 1 -azo I I ( [[ ( ,� fxrsnA�wRSNiN�Jan / .� G `GASfRSfMfNI /BO f r SD/NIfT V UE { r / , f 571432 E X1111' `• I� ; ` #14#1 >;0 fa Y / »sb;> >sa �rFO0 FO �--I=O F_Q S'AA F.® F`�— 0 _— FO AMR 1J, HORSESHOEINLE LOqT GA, LOD I'� a D—. PROTECTION a Q I( � I I \ o "�j7p, \ LO DIVERSION DI TCH TO BE, GRSWirnfsr SF tinr �o , STABILIZED\ ^' As ras — cas GA o GAS \ ---- \ I "w .� 1NLfrPROTECTIONAT w1THIN7DAYS \ ` it — �� A(CORDING TO 5TA8111ZA TION �- \ fl+� SSMAA4 if o s — G�' ��s-- — cas GAS " EXISTING STRUCTURE is `�•—. f cos �s TIMEFRAME REQUIREMENTS-- `� \\ •���\\\ \�1 ARY DIVERSION JI rli1`H \\� 111 oa 5 MAPsz a -f I 1SP S7F TO •'� \ \\\ TEMPORA { } INSTRUMfNfO-MM TEMPORARY LIMITSOF 1\ ,ADJUSTLOCATIONASNECESSARY r z1s998srI4.Matl r 1 CLASS \ \ `11,1 \�\\ T0HAINTAINPOSITIVEORA INA GE� RIP -RAP ; ( I ({ j �° f 1 Sit TfENCE DISTURBANCE � —.�—. � SEDIMENT TRAP #2 REFER TO SHEET 11,68 TosED1MENTBASIN � (( ( 4 \\` FDR VE FAIL 4 \ \ \ I I — — REQUIREMENTS \\ CLASS o j I j ! i 7 B RIP -RAP 3CY CLASS B RIP RAP I �, 1 \\ \ \ APPRoxINArf[dranaN I j 7 I OVER FIL TER FABRIC \ 11 \ 1\ \\ fx/sriAUYfRr4UV, 11 ti 7 f 111 J 4 4 411fC11ZVP0)YaMSZ7NfN7 UI VERSION Of TCH TO BE ��� \\ \ \ \\ \ �� I I\ "� {� L� •. '.jCYCLASSBRlP-RA :� •.•. • ..�+.>..}. •:--- . _ , EES OUTif, :.'. • : ' S IL[ZEQ W I THIN 7 OA YS I� OVER FIL TER FABRIC ' .'' . �' '+ ` ' ..i . ry..� J + a. a ... ,. ..:' PROTECTION#r •;s �ruMITS OF ACCORDING TO STABILIZATION 1 1 J y o :DISTURBANCE'" . � yj,,_ - l" � TIMFFRAMEREQU! ENTS S77°3 11t I1�ff�J11�1£X/ST/A�W�SHNGTON� I \I 1 I! I�fI:`- d7 _, +'^'a—_3— J 1 ! 1 'f' GasfasfMfNr I I I • " --\ 0-y a I ' 1Il 1 J� 1 " } I I I I ! 11 „ f •�. � �- •, ..y� . - � ; .�: '� �.. ab"., :: ' �- o ---�- —' ;''`-��` �-• h O, % 1 1 ' J t f j� ( V ! y T 4' R I ,'4' ' s'� ••a °'4& 'A � ' 41 9 "'� „- i Iti .. ,� � �. w 1 / l j �� f j f !! ! i l (1 � I I I 1 � j 1 . �• +� �` � . , _��•' .� N � :.�<: � / —'. �.— Q; • �' IL PURARY D1VER510 ITCH Ifo l o Tjl 1J jlj j f�jjffJf( J� �I 1 { t " ijlj �j�lf � � P� .. .;,--- �..�. _ . I J � h: y — : ADJUST LOCA TION A5 NECE5S�4RY J I� - , fJJ1J11JJ IJI lJjJI 1 I (j �_ , TOMAINTA1NP051TlVEDRAINAGL TO SE - �� II � 1 I � I � � f � I \� I 1 I O :>�� � � �y,�A` 6 _a„ �` '" y ?��' "C ,a - � •;=. � �f L I �:� 6 es5 � -•� a ass / I� I I I ( (III (I O I "ate ?L s..�„,. e y > -'� s- �.e..•s,.• a ~+ •a j ra • Ti ..r .•a _.:e ` . • r ., ! ,r 4 � 4� i � y ( l � I . I -fit. w..�5 ��� � - �, � .� � ,� . ,a� .:� • •:; .. .. ;.'.. - S I f !I ) I i 1 ='"F �.^� ' ro ^ aY \';#t. a.3� ,rs•: - a. n' �. ak a � -��$:." '�. .K . 1. ' _• } / � tt � ( { ( 1 111 I1 I I 1 I a� � � �� �. , ,,`.. `� � '���� :�' ,.• : ¢<'. .� p '1 A. of • •• / br .�' ;1 I/J / 7 j 11_ I � 1 ! 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' a : :a.. 5 :aP r ��2' '� a • P / .r I » i • S i / 1 �4 i• t DIV R � sla 1 rEt� TO BE � I :;�`• - N 1 s SD/NIET O f RSION DITCH TO BE i �' I DIVE ! � f 'F l � STABILIZED wlTN1N 7 DAYS sTABILIZFDwrrN1N7DArs 4 I ACCORDING TO 5 TA OIL IZA TION y / VEHICLEFUELING, WASHING ACCORDING rosrABlllzaLION rfWfMRY AND REPAIR AREA / TIMEFRAME RkUIREMENTS I TIMEFRAME REQUIREMENTS / CON51"TION f \ ( J / SPILL CONTAINMENT KIT I I ORARYDIVERSION DITCH#i ( ( MA i J 1 »sn>, su,l ADIUSTLOCATIONASNECESSARY I STaRAGfARfA LOCATION YY J ( li ai ToMAINrAINPOSITIVFDRAINAGE ( TEMPORARY DIVERSIONDITCH#2 �s TRAILER & ADJUST LOCA TION AS ECESSARY rQ sFn1MEN r BASIN � I I f•-.�---- _ POP TA — -r AINTAINPO51T1V�DRAINA GE / I' LOCATION TOSED1 ENrBAs1N SED1#I_ REFER TO SHEET C166 EMPORARYINLEr l \ TION of I / T I I L, FOR DETAILS AND CONS ( / I III i j PROTECTION \ 1 REQUIRFMFNTS it I { ( f TEMPORARY LIMITS Of Ij} 3 c7 f / I I I `' r SI�LJT FENCE DISTURBANCE 171P RAP . 1 i I ( a�• �' �s 1 L ) � 1 -i \ �� 1 I I CLASS \ \ \ I I. f RIP -RAP ssMRAM1f 4#1765 lilt O 7- — j I I SD/N[fl, i JjI1 7 ---I-- #1a15 / sdaacs wv wv ILII I y, 1 —7 Ss � 'P" RINGSE CK s 1 \ W W jIr5 ­9=-1 pa j — ! 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DIVERSION DITCH 6.SfF5 s16fPs sfr �sS 14 fl a a PRUlffT/UN q and client for whkh it was prepared Reuse of and improper reliance on this document Without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. 1- 4 a i .l a � #JS1D � h SO/NlZ7wRf-MRRrRM1fsrRTfausilz S @u #1466 TRUST OUTLET PROTECTION RIP-RAPWIATH MRPS2-R-9 d PROTECTION / NT 17 7 HORSESHOE IM f T tROSION CONTROL LEGEND REFER TOOETAIL SHEET FOR CONS TRUCTiONREUUIREMENTS. REFER TO L ANOSCAPE PLAN ON SHEET C 1.7 FOR TEMPORARY AND PERMANENT SEEDING SCHEDULE F i . L _ II,—,,, =1 IL SECTION'A_A• ATQ? FAM nATA Prune RAP OUTLET CONSTRUCTION ENTRANCE @u CC RIP-RAPWIOTN OUTLET PROTECTION RIP-RAPWIATH TEMPORARYINLET d PROTECTION N HORSESHOE IM f T A rODT<frPrPf PROTECTION rW! TEMPORARY SILT faCE OUTLET OEM TEMPORARY CHEEK DAM I�v sf TEMPORARY SIL T FENCE arrnfr -ro -TO TEMP. DIVERSION DITCH F i . L _ II,—,,, =1 IL SECTION'A_A• ATQ? FAM nATA Prune RAP OUTLET PrPF srzf @u YfLaCTY RIP-RAPWIOTN RIP -RAP LfNGTN RIP-RAPWIATH RIP -RAP SfzF d � N w A rODT<frPrPf L rt rW! dse Q I�v i arrnfr lT" 6.SfF5 s16fPs sfr VPr 14 fl O.SFT PRUlffT/UN intended only for the specific purpose and client for whkh it was prepared Reuse of and improper reliance on this document Without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. OUTLET PROTECTION i IvorTOSCALE 30 0 5 GRAPMC SiAif sp 60 1hW1f=_Vi fr Know /hugs below. Cal[ before you dig. U0 C:3 hI W C!� CONSUL TAN F. Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 (919)553-6570 miowdergtriangl esitedesign. cdm TN OF � o� c 4 MA T TNEW E. LOWDER A No. 0372 - p V S7pNAL E� Primax Properties, LLC Atte, Adam Sellner 1100 E, Morehead Street Charlotte, NC 28204 704-954-7224 asellnergaprimaxproperties com PROPERTIES, LLC IMCMRSUPPLYCOWMy Drawn Checked . Approved Project No: 001052 Date: Augusts, 2020 Title PHA SE Z EROSION & SEDIMENT COR rROL PLAN -- Sheet No. C1.6-2 ......_ .: k:,- _ .. r.. F � c Q�— , N d � N w O Q I�v i C This docuinenl, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for whkh it was prepared Reuse of and improper reliance on this document Without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. Drawn Checked . Approved Project No: 001052 Date: Augusts, 2020 Title PHA SE Z EROSION & SEDIMENT COR rROL PLAN -- Sheet No. C1.6-2 ......_ .: k:,- _ .. r.. F N a 0 b a 4 a a � z � h Drawn Checked . Approved Project No: 001052 Date: Augusts, 2020 Title PHA SE Z EROSION & SEDIMENT COR rROL PLAN -- Sheet No. C1.6-2 ......_ .: k:,- _ .. r.. F I°a'flll -gx-'a,'! .. �,�: �, �....:_ -i .. .::•:at ,.,�.:. ail �p;p ?'flr�l6a�`a:, ,. I,.:.;..: '.' -. -:. '. ...: - 7 I .�' �y -I 15967 - „ : r. ,.> ..., . . s. �:. d9. � . W - 3 i . mow -�earva 7' -- I.i . -.1. i::. ...... _I. - i d@ s ... 1 .1 i a Virginia Administrative Code Title 9, Environment Agency 25. State Water Control Board Chapter 840. Chapter 840 Erosion and Sediment Control Regulations 9VAC25-840-40. Minimum Standards. A VESCP must be consistent with the following criteria, techniques and methods; 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected cted with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 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. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall he made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as clams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas.that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The nninnnum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain tine structural integrity of the basin during a 25 -year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 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 year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure, 9: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10, All storm sewer inlets that are made operable during con5miction shall be protected so that sediment -laden water cannot enter the conveyance system without firstbeing filtered or othenvise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during g construction, Nonerodible material shall be used fur the construction of causeways and cofferdams. Earthen fill.tnay be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of noneiodible material shall be provided. 14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed, 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 this chapter. f. Applicable safety requirements shall be complied with, IT Where construction vehicle access routes intersect paved or public roads, provisions. shall be made to minimize the transport of sediment by vehicular tracking onto elle 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. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man- made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or maxi -made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in tine following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 times greater than the contributing drainage area of the project in question; (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks, (b) All previously constructed man-made channels shall be analyzed by the use of a t o - year. storm to verify that stormwater will not overtop its banks and by the use of a two- year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a I0 -year storm will not overtop the "'� SILL � �P�R'yr T'F �.a r�:..•-.„r^'fi�•'�r i ire �u> w.a..,�. banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; (2) Improve the pipe or pipe system to a condition where the 10 -year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a 10 -year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. . d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based onthe existing watershed characteristics and the intimate deveiopment condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible fur performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. It. All on-site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project_ Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall. be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. 1. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man- made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain tine water quality volume and to release it over 48 hours; (H) detain and release over a 24-hour period, the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peals flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication or the forested peak flow rate by a reduction factor that is equal to the runoff volume. from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or roan -made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. in. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44,15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities (i) are in accordance with provisions for time limits on applicability of approved design criteria in 9VAC25-870-47 or grandfathering in 9VAC25-870-48 of the Virginia Stormwater Management Program (VS2vlP) Regulation, in which case the flow rate capacity and velocity reluirerrlents of § 62.1-44.15:52 A of the Act shall apply, or (ii) are exempt pursuant to § 62.1-44.f 5:34 C 7 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. Statutory Authority § 62.1-44.15:52 of the Code of Virginia. Historical Notes Former 4VAC50-30-40, derived Crum VR625-02-00 § A; elf Septeinber 13, 1990; amended, Virginia Register Volume 11, Issue 11, eff. March 22,1995; Volume 29, rssae 4, eff. November 21, 2012; amended and renumbered, Virginia Reglster Volume 30, issue 2, elf. October 23,2013; amended, Virginia Register Volume 31, Issue 2.4, elf. August 26, 2015; Volume 33, Issue 4, elf. November 17, 2016, SILK' FENCE NOTE Silt fence and filter fabric must be entrenched. Posts for silt fences shall be either 2 -inch diameter oak, 4 -inch diameter pine or 1.33 pounds per linear foot steel. Posts will be a minimumof 5 feet in length. Steel posts shall have projections for fastening wire to them. Wire fence reinforcement for sift fences using standard strength filter cloth shall be a minimum of 42 inches in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches. Post shall be spaced a maximum of 10 feet apart at the barrier location and driven n recur 1y ' e Into the ground (min. of 12 inches) when extra strength fabric is used. Without the wire support fence, post spacing shall not exceed 6 feet, When extra strength filter fabric auric and closer .post spacing are .used, the wire .mesh support fence maybe eliminated. In such a case, the filter fabric is stapled or wired directly to the post. 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 or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared, and seeded. Under no circumstances should silt fence be installed in.live streams. Silt fence shall be removed upon completion of the project. STREAM CROSSING/ DI VERSION / WORK IN STREAMS WHEN A LIVE WATERCOURSE MUST RECROSSED BY CONSTRUCTION VEHICLES OR TfMPORARIIYDIVERTED, A PLAN/SKETCH SHOWING APPROPRIATEDETAIL5OF THE CROS5INGIDIVERSIoN MU5T BE SUBMITTED FOR APPROVAL TQ FREDERICK COUNTY'SSTORMWATER ENGINEERPRIOR TOANY WORK iNVOLVINGTHESTREAM, THEPLANSNALLINCIUDEBUTISNOTLIMITEDTO.-ALL PIPES, MATES, CHANNEL DETAILS, EROSION CONTROL DEVICES, SEQUENCE FOR CONSTRUCTION, ETC GUIDELINES FOR PIPE DIAMETERS CAN BE FOUND M TABLE 3,14-A OF THE VIRGINIA EROSION CONTROL HANDBOOK. CHANNEL LINERS WILL BEINACCORDANCEWITHSE[ TION 3.25OFTHE HANDBOOK NO M9TORiZEDEQUIPMFNT WILL AT ANY TIME BEWITHIN A WATERWAYUNLESS SUPPORTED BY FLOATATION£OUIPMENT OR A TEMPORARY CQIVSTRUCTION PAO COMPOSED OFNUN-ERODIBLE MATERIAL (ROCKS, RIP -RAP, MA TSI, CLEARING AND GRUBBING OF WETLAND AREAS WILL BE KEPT TOAHINIMi1M. Ail WETCAMST£MPORARILYOISTURBEDDURINGCONSTRUCTIONWILLUF RES TOREDTo THEIR ORIGIN AL ELEVATION, BY REMOVING EXCESS MATERIAL, GRADING AND SEEDING WITH A WETLAND SEED MIX. IN NO CASE SHALL WETLAND AREAS BE RESEEDED WITH NAY SPECIES OF FESCUE. THE BED AND BANKS OF A WA. TERCOURSE SHALL BE 5 rABILIZED IMMEDIATEL Y AFTER WURKiN THE WATERCOURSEHASBEEN COMPLETED INSPECTIONS PO- R -ii Inspections of proposed BMPs must be conducted at two phases of construction -- "rough grading„ and "final conformance", County staff, the Developer or his/her representative, and the Developer's engineer should be present at the inspections. The Developer or his/her representative is responsible for notifying the Environmental Inspector at the appropriate times during construction. when the inspections should occur, Failure to request the inspections may result in delay of final acceptance of the BMP. Three inches of topsoil is required for areas of the BMP that will be stabilized with vegetation. The Developer's Engineer/Surveyor will provide a letter of conformance once the final conformance inspection has been performed and all issues resolved. Prior to release of the Erosion and Sediment Control bond, the Developer's Engineer/Surveyor will provide a BMP Certification using standard County forms. RESPONSIBLE LAND DISTURBER L® POLICY As a prerequisite to engaging in the land -disturbing activities shown on this plan, the individual responsible for carrying out the plan and holding a certificate of competence shall be identified (the RLD). The RLD will: 1. Attend the Pre -Construction meeting and sign the approved plans, 2. Inspect the ESC measures periodically at least once every two weeks, or within 43 hours of any runoff producing storm event, 3. For projects with site area of 1 acre or greater, submit inspection reports using a standard form supplied by the County to the Environmental Inspector listing all deficiencies or stating no deficiencies were found, and 4. Coordinate the implementation and maintenance of ail erosion and sediment control measures in accordance with the approved plan. WETLANDS, AND MATERS OF THE U.S. Prior to beginning any. land disturbing activity, all wetlands, and Waters of the U.S. (WOJS) not permitted for impact shall be delineated for protection with orange safety fence or non -tearable yellow and black barricade tape. This includes, but is not limited to, clearing limits associated with roadways, utilities, and buildings. Additional restoration or replanting may be required for wetlands, and WOOS disturbed during construction. Plans must accurately show all wetland and other environmentally sensitive features, ENVIRONMENTAL SITE INFORMATION: 1. Are there any wetlands/waters of the United States ...................................................YES NO located on the parcel? 2. Is development or land disturbance proposed in any ...................................................YES NO wetlands/waters of the United States? 3. Are there any floodplains located on thearcel P ? ........YES NO 4. Is development or land disturbance l� proposed in any floodplain on the parcel? ..........YES NO 5. Are there any buffers located on the parcel? .................... ...............,.............,......YES NO 6. Is development or land disturbance proposed in an buffers? .......... P P Y .. ........................YES NO All stabilization/seeding will be accomplished in accordance with the Virginia Erosion and Sedimentation Control Handbook. Any disturbed area not paved, sodded, or built upon, will have a vegetative cover prior to final inspection, and in the opinion of the Environmental Inspector will be mature enough to control soil erosion satisfactorily and survive severe weather conditions. Stream diversion areas, waterways, banks, and related areas will be seeded and mulched immediately after work in watercourse is completed. In no case shall wetland areas be reseeded with any species of fescue. Winterization -- any disturbed area not paved, sodded, or built upon by October 15 is to, be seeded and mulched on that date unless waived by the Environmental Inspector. Permanent or temporary soil stabilization shall be applied to denuded areas with in 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 fourteen (14) days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Electric power, telephone, and gas supply trenches must be compacted, seeded, and mulched within 7 days after backfill. All temporary ryearth berms diversions, and silt dams are to be mulched and seeded for vegetative cover immediately after grading_. Straw or hay mulch is required. The same applies to all stockpiles, on site as well as soil (intentionally) transported from the project site. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved nutrient management plan and shall not be applied during rainfall events. GENERAL EROSION & SEDI MEN T CONTROL NOTES E34 UMESS OTHERWIV IN?ICAT0,, All VEGETA TIVEAND STRUCTURAL EROSION AND SEDIMENT CONIROI PRACTICESWRL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS PF ME VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOKANO THE VIRGIMA EROSION AND SEDIMENT CONTROL LAW (621-44.13.31 ET, SEO.), AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS (9VAC25-840 ET SEQ./ ES -2: THEPLAN-APPROVING AUTHORITYMDST BE NOTIFIED ONE WFEKPROR TO THE PRE-CONSTRUCTIONCONFERENCE ONEWECKPRIOR TO THECOMMENIVIENT OFIANO DISTURBINGACTIVITY, AND ONE WEEK PRIOR To THEFINAL INSPECTION THE NAME OF ME RESPONSIBfELAN9 DISTURBER HUST BE PROVIDED TO TRHIAN-APPROVIN6AUTHOR11Y PRIOR TO ACTUX &GAGEMENT IN THE LAND-RISTURSING ACTIOTY SHOWN ON THEAPPROVED PLAN, IFTHENAMEISNOTPROVIOEOPRIOR ToEMAGINGINNfLAND-OiSTURMVACTIVITY. FHEPLAN'SAPPROVAL WILLBEREVOMR, ES -3: All EROSION AND SEDIMENT CONTROL MEASURES ARE TO DEPLACEDAW TOORAS THERRST STEP INaEARiNG ES -4:A COPY OFTIIEAPPROVEDEROSIPNANDSEDIMENT CONTROL SHALL 8EMAINTAi 91NTHESITE ATALLTIMES ES -5.• PRIOR TO COHMENCING LANG DISTURBINGACTWITIESINAREAS OTHER THAN INDICATED ONTHfSEPLANS DNCIUDW,, NUT NOT LIMITED TO, Off-SITEBORROW ORWASTEAREASi. THECONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN-APPROVINGAUIHORITY. 54- TNECONTRACFOR IS RESPONSIBLEfOR INSTALLAT1oNOFANYADDITIONAL EROSION CONTROL MEASURES NEfESV RY 70 PREVENT EW5i0N AND SEDIMENTATIONAS DETERMINED BY THEPLAN-APPROVINGAUTHORITY ES -7.• ALL DISTUR8FOAREASARE TO DRAIN TOAPPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DIST URBINGACTIViTIES AND DURING SITEDEVELOPNENT UNTIL FINAL STABILIZATIONIS ACHIEVED, AFTERWH1C11, UPONAPPROVAL OF NEPLAN-APPROVING AUTHORITY, THECONTROLS SHALL BEREMOVED. TRAPPED SEDINEW AND THF DISTURBED SOIL AREA5 RESULTING FROM THFREMOVAL of TEMPORARY MEASURES SHALL 8E PERMANENTL Y STABILIZED TO PREVENT FURTHER EROSiONAND SEDIMENTATION, ES -8: DURINGOEWATIRING OPERA WIN, WATER SHALL BEPUNPfOIRTOANAPPROVEDFILTERINGDEVICE FS -R THE CONTRACTOR SHALL INSPE11 ALI EROSION CONTROL MEASURES DURING OR IMMEDIATEL YFOILOWiN51NITIAL ASTALLAPON OF EROSION AND SEDIMENT CONTROLS, AT LEAST UNCE INEVERY 2WEEK PER109, WI FHiN 48 HOURS FOLLOWINGANY RUNOFFPRODUCINGSTORM EVENT, AND A f FHECOMPLETION OF THE PROJECT PRIOR TO RREASE OFANYPUFORMANCEBONDS, ANY NECESSARY REPAIRS OR CLEANUP ToMA1NTAINTNE EFFECTIVENESS OF TRE EROSION CONTROL REVICES SHA LI Bf MA DE IMMEDIA FEL Y, ES -10 THE CONTRACTOR 1SRESPONSISLE FOR THE DAILYRENO VAL OFSEDU0f THAT HAS BEEN TRANSPORTED ONNA PAVED OR PUBLIC ROAD SURFACE. ES -1k SEELA5OPERA TIONS SHALL BEINITIATEDWITHIN 7OAYS AF TER REACHM RNAL GRADE OR UPON SUSPENSION Of GRADING OPERA TIONS FOR ANTICIPATEOOURATiONOFGREATER THAN 14 DAYS OR UPON COMPL ETION OF 6RAOMOff RATIONSFOR A SPEGFIC AREA. REFER TO SHEET C1,7FOR TEMPORARY AND PERMANENT SEEDING. ES- IZTHE CON TRA ITOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MoVEMENT OF OUST FROM EXPOSED sot SFROM EXPOSED SOIL 5 WHICH MAYPRESENT HEAL THHAZANOS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT ME. ES-13:AViR61NIASTORWATfRMANAGEMENTPR06RAMPERNTIVSMPPiFOR THEDISCNARGEOFSTORwATERFROM CONSTRUCTIONACTIKTIfSISREQUIRED FOR PROJECTS DiSTUR81NGIACRE ORGREATER. Vis1TTHF060A STORMWATER MANAGEMENT PROGRAMREGULATIONS WE6 PAGE AT,• HTTP✓/WWWDEQ.V1R61N1A.G0V1PR0GRAt61WA FER/STORMWATERMANAGEMENT/VSMPPERMI TSASPJCFOR MORE INFORMATIOAC All excavated material is to be placed on the uphill side of trench. All storm and sanitary sewer lines not in streets are to be Mulched and seeded within 7 days after backfill. No more than 500 feet of trench is to be open at one time. Construction access roads shall be located on the uphill side of the trench or over the trench whenever possible. All construction discharge water shall be adequately filtered to remove silt prior to discharge into waterways and wetlands. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. All work must be in compliance with applicable safety regulations. All stream crossings and stream diversions require approval from the Environmental Inspector prior to any instream work (see STREAM CROSSINGS 1 DIVERSIONS / WORK IN STREAMS). CONSUL TANT., Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 (919) 551-6570 dowder( triaRglesitodesign,com '0� L1N of e� i M,4 TTHEW [. LOWDER No. 03710 � � o�FsX/AAL fG`� OWNER/DEVELOPER: Primax Properties, CLC Atte. Adam Sellner 1100 E. Morehead Street Charlotte, NC 28104 704-954-7214 asellner(?a primaxproperfies.com PROPERTIES, LLC 8 &Rl j CTOR M rA Cobh C'ARY 1S I This document, together with the concepts and designs presented here/, as an insfrillDent of sefVlces, is intended only for the sped k purpose and dient for which it was prepared Reuse of and improper reliance on this docufaent without written authorization and adaptafian by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC Z_ I 4 � 0 QJ 4T.©_ q C coi QJ This document, together with the concepts and designs presented here/, as an insfrillDent of sefVlces, is intended only for the sped k purpose and dient for which it was prepared Reuse of and improper reliance on this docufaent without written authorization and adaptafian by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC Drawn Checked Approved Project No. 001052 Date. August 5, 2070 Title EROSION & EDIMENT CON TRO) TANDA RD NOTES Sheet No. 4 _- Drawn Checked Approved Project No. 001052 Date. August 5, 2070 Title EROSION & EDIMENT CON TRO) TANDA RD NOTES Sheet No. 5' OUTS" ORIPIINE AINWM NOTES: 1. ASL PI ANTS DESIGNATFOTOB£SAM SHALI8EPROI£CTEDBYfENC1NkAS ILLUSTRATED. 2INS TALL TREE PRO FEEPONFEME AT TREE DRIP LINEORA I EOV OF UISTURBm AREA, AS SHOWN ONPLANS PRIOR T0001iNfKEN£HT OF CONSTRUCTION 3 SPACE TRUPROTECTION ZONE SIGAS A NNIMUNOFOME EVERY 300 fEf f.. ThE S12f Of EACH SIGN MUST BEA MINR81MDF2' x 2' AMD BE VISIBLE FROM BOTH SIDES OF THE Taff, THE 51GNMUS T CONTAIN THE FOLLOWING LANGUA6EINSOTHE11GC1SH & SPAMSH TREE PRO TfCTR1NZONE, KEEP OUT'. 3. THERE SMALL BE NO STORAGE OF MA FERIAL WITMN TNEBOUNDAka OF THE TREEPROTECTONFEKINd 4. FREE PRO TEC TION FENCING SHALL BEMAIN[AINFO TNROUGROUT THE DURATION or rhe PROJECT. Q TO POST �J�� T f TR E -RO ON 4'-O' 1BN1TlUH Kk'EP•—�f -i11�U-L=� Ill I'frlU +'I� " I!-111=1 1 -III III I D`II` a ' ai =1[1 i -II'-III=1G=l1 +111 Il ii 1 i = l Imo! 111111-111-1 -A I-II 11 10''A i_ 6R of 4'-0"Of /to" - 03 0311F STEEL POST FENCE MATEWAL; ORAA1'i11,, UYRESISTANrMGH 7061Lf 5TRMTN POC YFTMYLOVE LAMNAR BARRRADf FABRIC TREE PROTECTION FENCE TEMPORARY SEDIMENT TRAP STD. & SPEC 3D3- VA. E050 AM SMMEh7CONTROL IMBOON f 02) YAR1ABIf. 1 1#' VARIABLE. DRY STORAGE LxISr.GRauArrEtly� 4 �. WFT STORAGE EXIST GROUND afy. FK TFRFABRlC SEDKNTCLEANOUTAT 112 OF CLASSfR)PRAP WET STORAGEV&1K MAKE AGORfGA Tf x. OUTLET CROSS-SECTION fryY�frA. #'xUq ALVAe4RFA/AV4Q y COARS£AL,GR£GArfx. � -� (FUTER fABRrr�• �— fXWArev ARCA - COARSEAGG M TE %UL B£ VDUTV,, #357, UR #S OUTLFT (PERSPECTIVE VIEW) PIPE OU TL FT CONDI TIONS Pf OUTLET TO RAT VAWITH AVDEF1Nm iANNf1 L a 0% —r d SLLTIONA-A ff11R(10TH KEY IN 6' 9;•REE MMfAMFORM17RfPfR1METER 3d a CNN1 PEWTIET TO WELL 591017LAAh'8T d KEYS IN#" -9 RE(MAK9FOR ENAREP511IFTR Plate 3. ft -T SECTLONA-A &TERELOTH NDTfS• l APRONC1NA�i MAYd£R8>RAP, Cti4W TED RMRAP, GABHIN BA SW, aRC&ODE 2LeLS711EL1NGFNO°Tf PJPRAPAPRONASCALCULATEO OSINGPLA TES 3V-3 A1VV8-S. 3. d =1S AMf5 THEMAXIMUMSTONEDIAME7rk OUT WT Sadie: Vo, DSWC 155 T8AN6Af f5 TEMPORARY FILL DIVERSION STD, S SPEC 3.10 - VA. EROSION AND SEDIMENT CONTROL HANDBOOK (19911 fARTtXNRW IHEOIVERZN5WL BEAT LEAST r 1N5@f OF ME rOP MEOFFILL THE5UPPOR7IAGR1DDE5Ib41LBEMVSTRL4CTEDWOAUNL{ORMli OTALOKOEM77PC1MIHTOPREVENT BREAr30NG STONE CONSTRUCTION ENTRANCE STO.. & SPEC 302 - VA. ERC51ONAND SEDIMENT CONTROL HANDROW (19921 GROUND L VDOT #T ! POSITIVEDRAINAGf COURSE AGGRfGATE D TO SEDIMENT Dry Storage TRAPPING DEVIrE . MUST EXTEND FULL WIDTH I Of INGRESS AND EGRESS L OPERA TION PLAN VIEW Applicable Channel Protection Criteria 1OPTIONAI) ,, SIDEELEVARON Criteria A VDOr #1 POINT91 Ol S - COARSFAGGRfGATf WASIRACK 0 No Localized Flooding V, MIX YAINA&E PIPE SYSTEM ANO Ij 3' ';�••:.Ito HIN. •O 5 L VDOT #T ! POSITIVEDRAINAGf COURSE AGGRfGATE D TO SEDIMENT Dry Storage TRAPPING DEVIrE . MUST EXTEND FULL WIDTH I Of INGRESS AND EGRESS L OPERA TION PLAN VIEW is �i��s�'i • � �i� • • • • • • • • • • • • section b -b ROCK CHECK DAM APPLICABLE FLOOD PROTECTION CRITERIA ski Dry Storage Criteria A Criteria B 6" Limits of Analysis r"o L l 3 FIL TER CLOTH Applicable Channel Protection Criteria 1OPTIONAI) Criteria B-1 and B-2) Criteria 8.1) Criteria 8.2) is �i��s�'i • � �i� • • • • • • • • • • • • section b -b CLASS !RIPRAP PLAT£ 32#-f EMID 8' aFFRTER CLOTH IN TRENCH TO ANM 00TTOMOFaDTR CONACTTTI(MO6iY f MfSR SHALL df A 10MMONOF 14 GUAG£AM SHALL A MAXB#1MME5H SPAC1NGOF 6'. BL OCK AND GRA VEL CURB INLET SEDIMENT FIL TER STD. & SPEC. 3.07 - VA. EROSION AND SEOIMENT fONTROL HAND600K 09921 LTlR$1NL£T WIRE SCRELY '� �reeAe�lllRlnle �;�r : f � �� � � r 7 � !•'� r�' ► rfti�j! r i ��� r 4� � �♦ �� � ti%� � i �f 1 �wt� � �i j. Wl fel° �1 ��1 •�1 •�I �1 w�1 '. yi I�� a r ray; L r� �l rws� • ��yrrr�. � �!:� i.r♦ f «!:.r �!��.� �!t�� «�:�r .. Q4 VEL RL TER x !e , FIL ,. TER RMF WA TER WJ Tit SUMT OYERrLow I CURB KET �• i WOMSTUD TlfiSN7hWOFiXETPROTfITANAPPLILWLEATaMl)eErSWH&FANOVERRONCAPAB#.ITYIS&%ESS4ftYIDMYENF !d ,.! CUL VERT INLET SEDIMENT TRAP RIPRAP HEADWALI VDOT #3, #357, OR #s COARSFAGGREOATE •ST0RA5ERE0U1REMENTSEQUIVACENT- TOTHA FaFTEMPORARY SF01MfNT — �- TRAP, STI!. & SPEC 3 (3 67 C.Y✓AfREWET 5TURA GE PfRSPELNVE VIEW IBELOWBASE OFSTONE) . 67 CYJACREDRY STORAGE. I BASE Of STONE TO TOP P1Pf INVERT NATURAL GROUND OF STONE DERM) RIPRAP HEADWALL AREAS TO BEDISTURBED rfi (CUT, FILLED, ETC.) FLOW--� VDUT #3, #357, OR #SEOARSEAGGRE6AT£ MAX. SEDIMENT DEP THICLEANOUT PofNT1 AT 112VDLUMEOFWETSTORAGEAREA ELEVA PON PLATE. 3.08-1 SFDIMFNT TRAPS ROCK CHECK DAM APPLICABLE FLOOD PROTECTION CRITERIA 2 ACRES OR LESS OFDRAINAGEAREk Dry Storage Criteria A Criteria B 6" Limits of Analysis C�sQJ -D r°� L l 3 FIL TER CLOTH Applicable Channel Protection Criteria 1OPTIONAI) Criteria B-1 and B-2) Criteria 8.1) Criteria 8.2) IDOWNSTRIAMV1LDV) Criteria A VDOr #1 POINT91 Ol S - COARSFAGGRfGATf Conditions within 0 No Localized Flooding FLOW YAINA&E PIPE SYSTEM ANO Ij 3' 2-10 ACRES OFDRAINAGEAREA; m �] •O 5 6' Qdevel FII TER CLOTH a ?' ice-- C !OPTIONAL) ❑ No Localized Flooding vawahl llo Q2 Qcpp v2 d (DOWNS TREAM VIEW) �• VDOT #f ti ❑ Existing Localized Flooding COARSEAGGREGATE e � �oiled eloped restored ed ed FLOW z� ❑ No Localized Flooding 3' CLASS !RIPRAP PLAT£ 32#-f EMID 8' aFFRTER CLOTH IN TRENCH TO ANM 00TTOMOFaDTR CONACTTTI(MO6iY f MfSR SHALL df A 10MMONOF 14 GUAG£AM SHALL A MAXB#1MME5H SPAC1NGOF 6'. BL OCK AND GRA VEL CURB INLET SEDIMENT FIL TER STD. & SPEC. 3.07 - VA. EROSION AND SEOIMENT fONTROL HAND600K 09921 LTlR$1NL£T WIRE SCRELY '� �reeAe�lllRlnle �;�r : f � �� � � r 7 � !•'� r�' ► rfti�j! r i ��� r 4� � �♦ �� � ti%� � i �f 1 �wt� � �i j. Wl fel° �1 ��1 •�1 •�I �1 w�1 '. yi I�� a r ray; L r� �l rws� • ��yrrr�. � �!:� i.r♦ f «!:.r �!��.� �!t�� «�:�r .. Q4 VEL RL TER x !e , FIL ,. TER RMF WA TER WJ Tit SUMT OYERrLow I CURB KET �• i WOMSTUD TlfiSN7hWOFiXETPROTfITANAPPLILWLEATaMl)eErSWH&FANOVERRONCAPAB#.ITYIS&%ESS4ftYIDMYENF !d ,.! CUL VERT INLET SEDIMENT TRAP RIPRAP HEADWALI VDOT #3, #357, OR #s COARSFAGGREOATE •ST0RA5ERE0U1REMENTSEQUIVACENT- TOTHA FaFTEMPORARY SF01MfNT — �- TRAP, STI!. & SPEC 3 (3 67 C.Y✓AfREWET 5TURA GE PfRSPELNVE VIEW IBELOWBASE OFSTONE) . 67 CYJACREDRY STORAGE. I BASE Of STONE TO TOP P1Pf INVERT NATURAL GROUND OF STONE DERM) RIPRAP HEADWALL AREAS TO BEDISTURBED rfi (CUT, FILLED, ETC.) FLOW--� VDUT #3, #357, OR #SEOARSEAGGRE6AT£ MAX. SEDIMENT DEP THICLEANOUT PofNT1 AT 112VDLUMEOFWETSTORAGEAREA ELEVA PON PLATE. 3.08-1 SFDIMFNT TRAPS APPLICABLE FLOOD PROTECTION CRITERIA Wet Storage Dry Storage Criteria A Criteria B Point Limits of Analysis C�sQJ -D r°� L 1 Z�s Q10 -post Qcapaclty Q10 pre -developed Applicable Channel Protection Criteria Q10 -post Qcapacity (Required for (Required for (Required for Criteria B-1 and B-2) Criteria 8.1) Criteria 8.2) DISCHARGE Criteria A Criteria B Criteria C POINT91 Ol S - Discharge Conditions within 0 No Localized Flooding Project YAINA&E PIPE SYSTEM ANO (his dorument, together with the b o m �] •O 5 consistent fe �� pre. Qdevel a ?' ice-- C dorument without written ❑ No Localized Flooding vawahl llo Q2 Qcpp v2 d oiled x �• Qpre-deveioped x ti ❑ Existing Localized Flooding e � �oiled eloped restored ed ed �vdey '! ❑ No Localized Flooding 4 C .�_ eloped ❑ Existing Localized Flooding Lu w, system ❑ No Localized Flooding 1 2.75 164 168 838.5 164 Z07 839.8 10 837.3 840.8 5 92x42 2 0,75 37 40 838.5 37 53 8398 10 837.3 840,8 5 441x19 Channel Protection Criteria A- The stormwater conveyance system conveys the post -development peak. flow rate from the two-year 24-hour storm event without causing erosion of the system M. must be shown to be .non-erosive} B_ The development project,. in combination with other stormwater runoff, is consistent with the . design parameters of the restored stormwater conveyance and the restored stormwater conveyance system is functioning as designed C. The discharge from the development satisfies the Energy Balance requirement (Qdeveloped x Redeveloped) IF `Qpre-developed x RVpre-developed) where: Qdeveloped = the peak flow rate of runoff from the developed site Wdeveloped — the volume of runoff from the site based on developed conditions IF an improvement factor (0.8 for sites > 1 acre, 0.9 for sites : 1 acre) Qpre-developed - the peak flow rate of runoff from the pre -developed site RVpre-developed = the volume of runoff from the site based on pre -developed conditions FLOOD` TABLE APPLICABLE FLOOD PROTECTION CRITERIA CHANNEL PROTECTION COMPLIANCE SUMMARY TABLE Criteria A Criteria B Point Limits of Analysis C�sQJ -D r°� L 1 Z�s Q10 -post Qcapaclty Q10 pre -developed Applicable Channel Protection Criteria Q10 -post Qcapacity (Required for (Required for (Required for Criteria B-1 and B-2) Criteria 8.1) Criteria 8.2) DISCHARGE Criteria A Criteria B Criteria C POINT91 Existing Localized Flooding Discharge Conditions within 0 No Localized Flooding Project YAINA&E PIPE SYSTEM ANO (his dorument, together with the Point Limits of Analysis ❑ Existing Localized Flooding consistent fe �� pre. Qdevel IP x this dorument without written ❑ No Localized Flooding vawahl llo Q2 Qcpp v2 with design Qdevel. Rvdev P IF develop develop oiled x Qpre-deveioped x ❑ Existing Localized Flooding e � �oiled eloped restored ed ed �vdey RVpre-developed ❑ No Localized Flooding eloped ❑ Existing Localized Flooding system ❑ No Localized Flooding DISCHARGE PRINT#1 0 El Manmade Restored El YES DRAlNSTOf ISTINGSTOR DRAINAGE PI ESYSTEMAN ❑ Existing Localized Flooding STORMWATE MANAGEMEN FACILITY ❑ Natural ❑ Existing Localized Flooding DISCHARGE 0 Ma n ma de DRAINS TOE 15TING STOR DRA)NAGE PI f SYSTEM AN POL+JT#2 ❑ Restored ❑ YES STORMWATE MANAGEMEN FACILITY 15 ❑ Natural ❑ Manmade ❑ Restored ❑ YES ❑ Natural ❑ Manmade ❑ Restored ❑ YES 5 ❑ Natural ❑ Manmade ❑ Restored ❑ YES :5 ❑ Natural ❑ Manmade ❑ Restored ❑ YES c ❑ Natural ❑ Manmade ❑ Restored ❑ YES < ❑ Natural Channel Protection Criteria A- The stormwater conveyance system conveys the post -development peak. flow rate from the two-year 24-hour storm event without causing erosion of the system M. must be shown to be .non-erosive} B_ The development project,. in combination with other stormwater runoff, is consistent with the . design parameters of the restored stormwater conveyance and the restored stormwater conveyance system is functioning as designed C. The discharge from the development satisfies the Energy Balance requirement (Qdeveloped x Redeveloped) IF `Qpre-developed x RVpre-developed) where: Qdeveloped = the peak flow rate of runoff from the developed site Wdeveloped — the volume of runoff from the site based on developed conditions IF an improvement factor (0.8 for sites > 1 acre, 0.9 for sites : 1 acre) Qpre-developed - the peak flow rate of runoff from the pre -developed site RVpre-developed = the volume of runoff from the site based on pre -developed conditions FLOOD` TABLE Flood Protection Criteria A. Where localized flooding does not currently exist, the 10 -year 24-hour storm event must be confined to the most restrictive stormwater conveyance system within the limits of analysis. B. Where localized flooding exists within the limits of analysis, the 10 -year 24-hour storm event must: a. be confined within the most restrictive stormwater conveyance system within the limits of analysis (detention or downstream improvements may be provided to meet this criterion), or b. be released at a rate that is less than the pre -development peak flow rate from the 10 -year 24 -storm event, SII T FENCE DROP INLET PROTECTION STD. & SPEC 307- VA. MSIONAAV SEDIMENT CONTROL HAA=KI19921 elerafionofsfakeand fahntarinfahi n . UR0PINCET WITHCdPATf A -- FN TEED STAKES WATER FRAME —�� FABRIC ~ ,I RU1ffF1VA7fRW1T9SEO1M5VT 2 x 4 WOOO FRAME GAT1dEREXffSSATCDRN£RSr �/. ,•, � i'' o 01AVO FA8WC ' MIA! ti NN NN. SPECJfK•APPIICATION TNS bEThW Of 9f rPROTE(TIONIS APPLICABLEW&RE TTA INCETDRAW A RaATIVELYR.ATAREA ISLOPESNOGR£ATER TMM 5.%) Wh0'RERET SHEET UR OVERLAND FLOWS INUr EXCESINU 16 ARE TYPXAL. TTAi1fTMDSIMILWFAPPLYTOR E7SRECEIVINGCBMCENTRATmfLOW-�SUCMASIM57REETBRNGdWAYMm1AA6. �. Q W �H w� 3 CONSUL TANP Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 19 19) 553-6570 mlowder@trionglesitedesign.com OTHEWE. OWNER/DEVELOPER.• Priroux Properties, LLC Attn. Adam Sellner 1100 E. Morehead Street Charlotte, NC 28204 704-954 7224 a sellDerpapritRaxpropertres Com Wd ALkX PROPERTIES, LLC MAN ll OR SUPPLY CoWANY APPLICABLE FLOOD PROTECTION CRITERIA Discharge Conditions within Criteria A Criteria B Point Limits of Analysis C�sQJ -D r°� L 1 Z�s Q10 -post Qcapaclty Q10 pre -developed Ez- Q10 -post Qcapacity (Required for (Required for (Required for Criteria B-1 and B-2) Criteria 8.1) Criteria 8.2) DISCHARGE 0 No Localized Flooding DRAINS TOEXI5TING 5TORMD AINA GEPIPE SYSTEN AAD POINT91 Existing Localized Flooding 5TORMWATER MANAGEM£NTF i CIL ITY DISCHARGE 0 No Localized Flooding DRAINS TO EXISTING STORM L YAINA&E PIPE SYSTEM ANO (his dorument, together with the concepts and designs presented POINT#2 ❑ Existing Localized Flooding STORMWATER MANAGEMENi f 40UTY Reuse of and Improper reliance on this dorument without written ❑ No Localized Flooding authorization Dnd adaptation by Triangle Site Design, PLC shall be Without liability to Triangle Site ❑ Existing Localized Flooding ❑ No Localized Flooding ❑ Existing Localized Flooding ❑ No Localized Flooding ❑ Existing Localized Flooding ❑ No Localized Flooding ❑ Existing Localized Flooding ❑ No Localized Flooding ❑ Existing Localized Flooding Flood Protection Criteria A. Where localized flooding does not currently exist, the 10 -year 24-hour storm event must be confined to the most restrictive stormwater conveyance system within the limits of analysis. B. Where localized flooding exists within the limits of analysis, the 10 -year 24-hour storm event must: a. be confined within the most restrictive stormwater conveyance system within the limits of analysis (detention or downstream improvements may be provided to meet this criterion), or b. be released at a rate that is less than the pre -development peak flow rate from the 10 -year 24 -storm event, SII T FENCE DROP INLET PROTECTION STD. & SPEC 307- VA. MSIONAAV SEDIMENT CONTROL HAA=KI19921 elerafionofsfakeand fahntarinfahi n . UR0PINCET WITHCdPATf A -- FN TEED STAKES WATER FRAME —�� FABRIC ~ ,I RU1ffF1VA7fRW1T9SEO1M5VT 2 x 4 WOOO FRAME GAT1dEREXffSSATCDRN£RSr �/. ,•, � i'' o 01AVO FA8WC ' MIA! ti NN NN. SPECJfK•APPIICATION TNS bEThW Of 9f rPROTE(TIONIS APPLICABLEW&RE TTA INCETDRAW A RaATIVELYR.ATAREA ISLOPESNOGR£ATER TMM 5.%) Wh0'RERET SHEET UR OVERLAND FLOWS INUr EXCESINU 16 ARE TYPXAL. TTAi1fTMDSIMILWFAPPLYTOR E7SRECEIVINGCBMCENTRATmfLOW-�SUCMASIM57REETBRNGdWAYMm1AA6. �. Q W �H w� 3 CONSUL TANP Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 19 19) 553-6570 mlowder@trionglesitedesign.com OTHEWE. OWNER/DEVELOPER.• Priroux Properties, LLC Attn. Adam Sellner 1100 E. Morehead Street Charlotte, NC 28204 704-954 7224 a sellDerpapritRaxpropertres Com Wd ALkX PROPERTIES, LLC MAN ll OR SUPPLY CoWANY OrawD Checked Approved Project Na 001051 Date, August 5, 2020 Titre EROSION & SEDT MEN T CONTROL S TA NDA RD NO TES Sheet Na. C 1, 6B 'i P - 6: '. V.. .. �.�.,.:,,w---, . �,.-.•-�.,..a.•".::� - • r a M s�w•^� ?ten �x '�r, u+sh +w- - �h�a N :'Y.`. �_ 8 ...a. is;d tiros.. c� "s. r. � QJ C�sQJ -D r°� L 1 Z�s Ez- QJ ) J �7/3 ,C (his dorument, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared, Reuse of and Improper reliance on this dorument without written authorization Dnd adaptation by Triangle Site Design, PLC shall be Without liability to Triangle Site Design, PLLC OrawD Checked Approved Project Na 001051 Date, August 5, 2020 Titre EROSION & SEDT MEN T CONTROL S TA NDA RD NO TES Sheet Na. C 1, 6B 'i P - 6: '. V.. .. �.�.,.:,,w---, . �,.-.•-�.,..a.•".::� - • r a M s�w•^� ?ten �x '�r, u+sh +w- - �h�a N :'Y.`. �_ 8 ...a. is;d tiros.. c� "s. r. � PURPOSE . 4VAC50-60-64 of the Virginia Stormwater Management Program (VSMP) Permit Regulations. requires that Stormwater Pollution Prevention Plan (SWPPP) be developed for all regulated land disturbing activities. The SWPPP Crust include, but not be limited to, an approved erosion and sediment control :plan, an approved stormwater lar management ' g p and this Pollution Prevention Plan (PPI) for regulated land disturbing activities, and a description of any additional control ..measures necessary to address,a TMDL as applicable. The plan for implementing pollution prevention measures during construction activities developed on this sheet must be implemented and updated as necessary. Any PPP requirements not included on this sheet trust be incorporated into the SWPPP required by 4VAC50-60-54 that must be developed before land disturbance commences. This PPP identifies potential sources of pollutants that may reasonable be expected to affect the quality stormwater discharges from the construction site .(both on -and off-site activities). and describes control measures that will be used to minimize pollutants in stormwater discharges from the construction site. OTHER TH R REI=ERENC,E®_PLANS SWPPP requirements may be fulfilled by incorporating, by reference, other plans. All plans incorporated by reference become enforceable under the VSMP Permit Regulations and General. Permit VAR10 for Discharges of Stormwater from Construction Activities. If a plan incorporated by reference does not contain all. of the required elements of the PPP, the operator must develop the missing elements and include them in the SWPPP. . Independent Plans Date Incorporated by Reference Approved Stormwater Management Plans (Regional or Master) Spill Prevention, Control, and Countermeasure Plans . Off -Site Stockpile Off -Site Dorrow Area POTENTIAL POLLUTANT SOURCES The following sources of potential pollutants must be addressed in the Pollution Prevention Plan_ Various controls and/or measures designed to ,prevent and/or minimize pollutants in stormwater discharges from the project site must be applied to the sources found on the site. Additional information concerning the following controls and/or measures may be found in the SWPPP. Deviations from the location criteria may be approved by the Gcochland County Environmental Inspector. LEAKS SPILLS AND OTHER RELEASES ✓ The operator(s) shall ensure procedures are in place to prevent and respond to all leaks, spills and other releases of pollutants. ✓ The operator(s) shall ensure all leaks, spills and other releases of pollutant are contained and cleaned immediately upon discovery_ Any contaminated materials , are to be disposed in accordance with federal, state, and/or local requirements_ ✓ The operator(s) shall ensure spill containment kits containing appropriate materials (e.g., absorbent material and pads, brooms, gloves, sand, etc:) are available at appropriate locations, including, but not limited to: designated areas for vehicle and equipment maintenance; vehicle and equipment fueling, storage and disposal of . construction materials, products; and waste, and storage and disposal of hazardous and toxic materials; and sanitarywaste facilities. . ✓ The locations of the spill containment kits are Identified as described below: ✓ The operator(s) shall notify the Department of Environmental Quality of leaks, spills, and other releases that discharge to or have the potential to discharge to surface waters immediately upon discovery of the discharge but in no case later than 24 after the discovery. . The operator(s) shall notify the Department of Environmental Quality.(DEQ) of leaks, spills, and other releases that discharge to or have the potential to discharge to surface waters immediately upon discovery of the discharge but in no case later than 24 after the discovery. Written notice of the discharge must be sent to DEQ and l-tenrco County Department of Public Works within five (5) days of the discovery. EQUIPMENT f VEHICLE WASHING ✓ Washing must be conducted in a dedicated area that is located to maximize the distance from storm drain inlets, ditches, waterbo.dies or wetlands but no less than 50 feet from those features. ✓ All wash water used in vehicle wheel washing must be directed to a sediment basin/trap_ ✓ All vehicle washing activities other than wheel washing must have secondary containment. ✓ Each facility must have appropriate signage to inform users where the dedicated . area(s) are located. . _ Location of Water Source Activity Shown on Dedicated Areas) Plan Location Sheet #(s) Wheel Wash ON-SITE, ATFRONr C1,6-1 . PARKING AREA Other Wash . Areas . REVISIONS TO LOCATIONS . Location of Shown on Water Source Operator's Activity Plan Location Initials Dedicated Area(s) Sheet #(s) VEHICLE FUELING AND MAINTENANCE ✓ Conduct regular maintenance in a dedicated area that is located to maximize the distance from storm drain. inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features_ ✓ If fueling is conducted at a dedicated area, the location must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no fess than 50 feet from those features. ✓ The dedicated areas must be designed to. eliminate the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities by providing secondary containment (spill berms, decks, spill containment paIlets, providing cover where appropriate, and having spill kits readily available). ✓ Each facility must have appropriate signage to inform users where the dedicated area(s) are located. Shown on -- - . Date . Plan location of Dedicated Area(s) Sheet #(s) Approved Plan C1.6 1 ON-SITE, AT FRONT PARKING AREA REVISIONS TO LOCATIONS Shown on Operator's Date Plan Location of Dedicated Areas) Initials Sheet ##(s) F . � ✓ if mobile fueling will be used, the fueling must be done in an area that located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. ✓ Spill kits must be readily available at all mobile fueling locations_ ✓ On-site storage tanks must have a means of secondary containment (spill berms, decks, spill containment pallets, etc.) and must be covered where appropriate_ ✓ All vehicles on site must be monitored for leafs and rece€ve regular preventive 0 maintenance to reduce the chance of leakage. DISCHARGE FROM STORAGE HANDLING AND DISPOSAL OF CONSTRUCTION PRODUCTS MATERIALS AND WASTE v' Storage .of construction products, materials, and waste is to be conducted in dedicated areas. . The dedicated area must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. Separations of less than 50 feet may be approved by the Environmental Inspector. ✓ The dedicated areas must be designed to minimize the discharge of pollutants from storage, handling, and disposal .of construction products, materials and wastes . including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, concrete admixtures,; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape materials; and (Ili) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete and other trash or building products.. . Each facility must have appropriate signage to inform users where the dedicated area(s) are located. . Date Shown on —. Date Plan Sheet Location Approved #(S) ON-SITE, AT FRONT PARKING Approved. C1.6-1. ON-SITE, NEAR CONSTRUCTION ENTRANCE Plan Date Shown on Plan sheet. .REVISIONS TO LOCATIONS eator(s) �;Inritials Shown on Date of construction products and materials Date Plan Sheet. Location Operator(s) #(s) 4ftc) - initials ✓ The operator(s) shall notify the Department of Environmental Quality of leaks, spills, and other releases that discharge to or have the potential to discharge to surface waters immediately upon discovery of the discharge but in no case later than 24 after the discovery. . The operator(s) shall notify the Department of Environmental Quality.(DEQ) of leaks, spills, and other releases that discharge to or have the potential to discharge to surface waters immediately upon discovery of the discharge but in no case later than 24 after the discovery. Written notice of the discharge must be sent to DEQ and l-tenrco County Department of Public Works within five (5) days of the discovery. EQUIPMENT f VEHICLE WASHING ✓ Washing must be conducted in a dedicated area that is located to maximize the distance from storm drain inlets, ditches, waterbo.dies or wetlands but no less than 50 feet from those features. ✓ All wash water used in vehicle wheel washing must be directed to a sediment basin/trap_ ✓ All vehicle washing activities other than wheel washing must have secondary containment. ✓ Each facility must have appropriate signage to inform users where the dedicated . area(s) are located. . _ Location of Water Source Activity Shown on Dedicated Areas) Plan Location Sheet #(s) Wheel Wash ON-SITE, ATFRONr C1,6-1 . PARKING AREA Other Wash . Areas . REVISIONS TO LOCATIONS . Location of Shown on Water Source Operator's Activity Plan Location Initials Dedicated Area(s) Sheet #(s) VEHICLE FUELING AND MAINTENANCE ✓ Conduct regular maintenance in a dedicated area that is located to maximize the distance from storm drain. inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features_ ✓ If fueling is conducted at a dedicated area, the location must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no fess than 50 feet from those features. ✓ The dedicated areas must be designed to. eliminate the discharge of spilled and leaked fuels and chemicals from vehicle fueling and maintenance activities by providing secondary containment (spill berms, decks, spill containment paIlets, providing cover where appropriate, and having spill kits readily available). ✓ Each facility must have appropriate signage to inform users where the dedicated area(s) are located. Shown on -- - . Date . Plan location of Dedicated Area(s) Sheet #(s) Approved Plan C1.6 1 ON-SITE, AT FRONT PARKING AREA REVISIONS TO LOCATIONS Shown on Operator's Date Plan Location of Dedicated Areas) Initials Sheet ##(s) F . � ✓ if mobile fueling will be used, the fueling must be done in an area that located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. ✓ Spill kits must be readily available at all mobile fueling locations_ ✓ On-site storage tanks must have a means of secondary containment (spill berms, decks, spill containment pallets, etc.) and must be covered where appropriate_ ✓ All vehicles on site must be monitored for leafs and rece€ve regular preventive 0 maintenance to reduce the chance of leakage. DISCHARGE FROM STORAGE HANDLING AND DISPOSAL OF CONSTRUCTION PRODUCTS MATERIALS AND WASTE v' Storage .of construction products, materials, and waste is to be conducted in dedicated areas. . The dedicated area must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. Separations of less than 50 feet may be approved by the Environmental Inspector. ✓ The dedicated areas must be designed to minimize the discharge of pollutants from storage, handling, and disposal .of construction products, materials and wastes . including (i) building products such as asphalt sealants, copper flashing, roofing materials, adhesives, concrete admixtures,; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape materials; and (Ili) construction and domestic wastes such as packaging materials, scrap construction materials, masonry products, timber, pipe and electrical cuttings, plastics, Styrofoam, concrete and other trash or building products.. . Each facility must have appropriate signage to inform users where the dedicated area(s) are located. . Date Shown. on Plan Sheet Location(s) of Dedicated Area(s) for storage of construction Plan #(s) . products and materials Approved Ct6-1 ON-SITE, AT FRONT PARKING Plan1. ON-SITE,ATFRONTPARKINGAREA . REVISIONS TO LOCATIONS Date Shown on Plan sheet. Locations) of Dedicated Area(s)for storage eator(s) �;Inritials .. Date of construction products and materials _.� Date Shawn on Plan Sheet - Location(s) of Dedicated Areas) for waste from Plan Sheet # s #(s) construction products and materials . C1.64 Approved _: ..(16. -1 ON-SITE,ATFRONTPARKINGAREA . Plan Date Shown on Plan Location(s) of Dedicated Area(s) for storage REVISIONS TO LOCATIONS .. Date Shown on Plan Sheet Location(s) of Dedicated Areal's) for waste Operator(s) Operator(s) #(s) from construction products and materials Initials Initials 1: ✓ Follow all federal, state, and local requirements that apply to the use, handling and disposal of pesticides, herbicides, and fertilizers- Y"' Keep chemicals on-site in small quantities and inclosed, well marked containers. V' Clean up solid waste, including building materials, garbage, and debris on a daily basis and deposit into covered dumpsters that are periodically emptied. f Schedule waste collection to prevent exceeding the capacity of onsite containers. Additional containers may be. necessary depending on the phase of construction (e.g_, demolition, etc.) . . V' Dispose of all solid waste at an authorized disposal site. V Ensure that containers have lids or are otherwise protected from exposure to precipita#inn DISCHARGES FROM OTHER POTENTIAL POLLUTANT . . . . .7 S®URGES ✓ Discharges from other pollutant sources (e.g_, water line flushing, storm sewer flushing, above ground storage tanks, etc.) not mentioned elsewhere must be addressed. . Other Potential Pollutant Sources Location(s) of Potential Pollutant Sources e..�. s ., i 4 c - . ✓ Above ground. oil storage tanks with a storage capacity exceeding 1,320 gallons and have a reasonable expectation of a discharge into or upon Waters of the United States are required to have a Spill Prevention Control and Countermeasure (SPCC) P Ian. . v' The discharge of contaminated flush water and material removed during flushing operations must be collected and disposed of in accordance with appropriate federal, state; and local requirements. v i .0q-, Ri - t f ar, Y �P l l.1. DISCHARGES FROM CONCRETE RELATED WASH ACTIVITIES ✓ Concrete trucks are not allowed to wash out or discharge surplus concrete or drum wash water on site except in a dedicated area(s) that is located to prevent discharge to. storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. ✓ Each facility must have a stabilized access to prevent mud tracking into the street. .✓ Each facility must have appropriate signage to inform users where the dedicated area(s) are located. Shawn on . Date Plan Location of Dedicated Area(s) Sheet #(s) .Approved Plan 0.6.-1 ON-SITf,NEARCONSTRUCTIONENTRANff REVISIONS TO LOCATIONS . . Shown on Date Plan Location of Dedicated Areas) Operator s Sheet f#(s) Initials ✓ Facilities must be cleaned, or new facilities constructed, once the washout area is two-thirds (2/3) full. . BELOW GRADE CONCRETE WASHOUT AREA SECTIONA ABOVE GRADE CONCRETE WASHOUT AREA . STAALEDETAIL j I r 4' ra" die steel wire staples 11 per straw bate) binding wire straw bale 3'MIN. wood or metal stakes (1 __L_X per straw bale) WTION8 CONCRETE WASHOUT AREA NOTES ✓ The facility must be lined with 10 mil plastic lining that is free from holes, tears, or other defects that might compromise the material's impermeability. ✓ The lining must be anchored with staples (2' spacing) or sandbags. ✓ Side slopes must be 1:1 (horizontal:vertical) or flatter. ✓ Stone access must be provided between the street and the concrete washout area. ✓ A "Concrete. Washout" sign must be installed within 30 feet of the washout facility. The sign must be no smaller than 2' tall by 4' wide. DISCHARGES OF SOAPS DETERGENTS SOLVENTS AND WASH WATER FROM CONSTRUCTION ACTIVITIES SUCH AS CLEANUP- OF STUCCO, PAINT, FORM RELEASE OILS.,.AND CURING COMPOUNDS ,/ Washing activities associated with construction activities other than vehicle and equipment washing, such as clean up of stucco, paint, form release oils, and curing compounds are to be conducted in a dedicated area. v' The dedicated area must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. Separations of less than 50 feet may be approved by the Environmental Inspector. v° The dedicated areas must be designed to prevent the discharge of soaps, detergents, solvents, and wash water_ Shown on - Date Plan Locat€on(s) of Dedicated Area(s) Sheet #(s) Approved C16-1 ON-SiTE,NEARCONSTRU. CTIONENTRANCE Plan .. REVISIONS TO LOCATIONS . . Shown on Operator(s) Date Plan Location(s) of DedicatedArea(s) Initials Sheet #(s) V The dedicated area must be covered (e.g., plastic sheeting, temporary roof, etc.) to prevent contact with stormwater. ' The contaminated wastewater from the dedicated area must be collected for disposal by a waste hauler or discharged to the sanitary sewer. f In situations where these pollutants are or could be generated at locations other than at the designated area (e.g., concrete pours, building washing, etc.), cover (e.g., plastic sheeting, temporary roof, etc_) must be provided to prevent contact with stormwater and the contaminated wastewater from the activity must be collected for disposal by a waste hauler or discharged to the sanitary sewer_ DISCHARGES OF HAZARDOUS,TOXIC, -- AND SANITARY WASTE . V Storage and disposal of hazardous, toxic and sanitary wastes are to be conducted €n dedicated areas. . ✓ The dedicated areas must be located to maximize the distance from storm drain inlets, ditches, waterbodies or wetlands but no less than 50 feet from those features. Separations of less than 50 feet may be approved by the Environmental Inspector. V The dedicated areas must be designed to prevent the discharge of hazardous, toxic and sanitary waste by avoiding contact with precipitation . Each facility must have appropriate signage to inform users where the dedicated area(s) are located. Date Shown on Plan Location(s) of .Dedicated Area(s) for storage and disposal of Plan Sheet # s hazardous and toxic wastes Approved . C1.64 ON -SIT£ AT FRONT PARKING AREA . Plan � Li . REVISIONS TO LOCATIONS Date Shown on Plan Location(s) of Dedicated Area(s) for storage Operator(s) .. Sheet #(s) and disposal of hazardous and toxic wastes Initials . Shown on Date Plan Location(s) of Dedicated Area(s) for portable toilets � Z Sheet #(s) q QJ � -I--� cr � Li Approved Plan 11.6-1 . ON-SITE, AT FRONTPARKiNGAREA � REVISIONS TO LOCATIONS Z�: Q Date Shown on Plan Location(s) of Dedicated Area(s) for portable Operator(s) . _�E Sheet #(s) toilets Initials a ° This document, together with the 1.s concepts and designs presented ,. intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLIC shall be without liability to Tria ngle Site Design, PLLC ✓ Consult with local waste management authorities or private firms about the requirements for disposing. of hazardous materials and/or soils that may be. contaminated with hazardous materials. V` Never remove the original product label from the Follow the .container. . manufacturer's recommended method of disposal. V Schedule periodic pumping of portable toilets and dispose of waste ✓ Dispose of all solid waste at an authorized disposal site_ SWPPP MODIFICATIONS AND REVISIONS The operator(s) shall ensure the SWPPP is modified and/or revised to reflect: ✓ Changes in qualified personnel; delegated authorities or other personnel required as a condition of the General Construction Permit, ✓ Changes in site conditions; v'Changes in the design, construction, operation, or maintenance of the construction site that affect the potential for discharges of pollutants that are not addressed in the normal implementation of the plan; and ✓ Ineffective control :measures identified during inspections or investigations conducted by the operator's qualified personnel or local, state or federal officials- . Modifications/revisions to the SWPPP shall include additional or modified control measures to address the identified deficiencies. If the necessary modifications/revisions require approval by the Administrator or DEQ, the. mod ificationslrevisions must be implemented no later than seven (7) calendar days following approval. If the necessary modifications/revisions do not require approval by the Administrator; the modifications/revisions must be implemented prior to the next anticipated storm event or as soon as practicable. SWPPP UPDATES . The operator(s) shall update the SWPPP to include: ✓ A record of dates when 1) major grading activities occur, 2) construction activities temporarily or permanently cease on a portion of the site, and 3) stabilization measures are initiated; ✓ Documentation of modifications and revisions to the SWPPP; ✓ Areas that have reached final stabilization where no further SWPPP or Inspection requirements apply- . ✓ All properties that are no longer under the legal control of the operator and the dates on which the operator no longer had legal control over each property; and ✓ The date, volume, and corrective/preventative actions implemented for any prohibited discharge. The operators) shall update the SWPPP no later than seven .(7) days following any of the situations identified above. OPERATOR INSPECTIONS The operator(s) identified 'below shall provide for inspections of the permitted land - disturbing activities by the qualified personnel identified below. The inspections will be conducted (selectone the following options): . A. Site is located within a TDML. Impaired Watershed: . ❑ at least once every four (4) days; or ❑ at least once every.Five (5) days and no later than 48 hours following a storm event that produces 0.25 inches of rain or more over 24 hours. B. Site is not located within a TMDL Impaired Watershed: . ❑ at least once every five (5) days; or . 0 at least once every ten(10) days and no later than 48 hours following a storm event that produces 0.25 inches of rain or more over 24 hours Where areas are in a stabilized condition or runoff is unlikely due to winter conditions the inspection frequency may be reduced to once every 30 days while these conditions exist. Otherwise, the operator(s) shall resume the regular inspection frequency identified above_ The operator(s) shall provide for inspections of the permitted iand-disturbing activity to ensure implementationand continued maintenance of all requirements of the Stormwater Pollution Prevention Plan (Erosion and Sediment Control Plan, Stormwater Management Plan, Pollution Prevention Plan, TMDL requirements, etc.)_ Records of the required inspections must be maintained .and included in the SWPPP binder_ The qualified personnel are encouraged to use the Operator Inspection form provided in the SWPPP binder to document the required inspections. If inspections are conducted once every Five (5) 1 ten (10) days and no later than 48 hours following a storm event that produces 0.25 inches of rain, the location of the rain gauge used to determine the amount of rain must be included in the SWPPP and documented in the inspection report_ ACKNOWLEDGEMENTS I certify under penalty of law that the qualified personnel identified below: a. has been designated by the Operator to conduct inspections of the permitted site; b. is knowledgeable in the principles and practices of erosion and sediment control and stormwater management; C. possesses the skills to assess conditions at the permitted site for the Operators) that could impact stormwater quality and quantity;. d, will assess the effective es n sof any erosion and sediment control . measures or storrnwater management facilities selected to control the stormvvater discharges from the permitted site; and e, will conduct inspections in accordance with the frequency noted above in the OPERATOR INSPECTIONS section of this sheet. As the Operator(s) or Delegated Authority, Ilwe understand that prior to initiating land disturbance, the potential pollutant sources, appropriate control measures, and all responsible parties (operator; qualified inspection personnel, contractors, etc.) required as a condition of the General Construction Permit (GCP) and the Stormwater Pollution Prevention Pian (SWPPP) must be identified. I also understand this information must be updated as necessary throughout all phases of construction until the GCP is terminated. Furthermore, I/we certify under penalty of law that I/we have read and understand all requirements of the SWPPP (erosion and sediment control pian, stormwater management plan, pollution prevention plan, TMDL provisions, administrative requirements, etc.) and GCP and that the information herein is to the best of m knowledge and belief true accurate, ,ra a and Y, complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment for knowing violations. I/we understand that I/we are ultimately responsible for compliance with all conditions and requirements of the SWPPP and GCP and for ensuring all contractors and subcontractors on the permitted site are aware of the conditions and requirements of the SWPPP and GCP. . llwe shall comply with all conditions and requirements of the SWPPP and shall at all times properly operate and maintain all measures and control (and related appurtenances) which are installed or used to achieve compliance with the conditions of the GCP. Proper opration and maintenance also includes adequate .funding and adequate staffing. . 1/we shall take all reasonable steps to minimize or prevent any discharge in violation of the SWPPP andlor GCP. Uwe understand that if it determined by the Department of Environmental Quality (DEQ) in consultation with the State Water Control Board at any time that stormwater discharges are causing, have reasonable potential to cause, or contribute to and excursion above any applicable water quality standard, the DEQ may, in consultation With the Administrator, take appropriate enforcement action and require: a. Modification of control measures to adequately address water quality concerns; b. Submission of valid and verifiable data and information that are representative of ambient conditions and indicate that the receiving water is attaining water quality standards; or . C. Cessation of discharges of pollutants from construction activity and submit an individual permit application according to 4VA025-870-410. 614 �17 �-, Q W F zs rt — Ss .. CONSUL TANT• Triangle Site Design, PLLC 4004 6arreft Drive, Suite 101 Raleigh, NC 27609 19191553-6570 mlowderga trianglesitedesign.com OTMEWE. 411 Irl OWNER/DEVELOPER: Primax Properties, LLC Attn, Adam Sellner 1100 E. Morehead Street Charlotte, NC 18104 704-954-7114 as ellneroprimaxproperfies.com . IIDRI W PROPERTIES, LLC ,v �� � , f, LII' :�. A —�, Z . `— ~UQa_ � Z . q QJ � -I--� cr � Li az Le-: �:D � __1___ � Z�: Q c- � � . _�E � a This document, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLIC shall be without liability to Tria ngle Site Design, PLLC Drawn Checked Approved Project Na . 001052 Date: August 5, 2020 Title EROSION & EDI NEN T CON TROL STANDARD NOTES Sheet No. �, C1,6C ' . Z . I � 4 ti a Z4 Drawn Checked Approved Project Na . 001052 Date: August 5, 2020 Title EROSION & EDI NEN T CON TROL STANDARD NOTES Sheet No. �, C1,6C IRRIGA TION NOTE iRRJdARONSYSILNTOBEA DESIGN-OUILDSYSTEM PROVIDEDBYTHE CONTRACTOR.1RRIGATION HEADS 19UfAMINIMUMOF3'FROMEDGE OfCURBLINE.. ALL (ANUSCAPf BEDS to HAVE CDT EDGE OR COMMERCIAL EDGING MATERIAL PNSTAIIE0 FULLY SEPARATING THE MULCH BED FROM ADJACENT LAWN AREA. ANY TREES OVER 2" CALIPER MUST BE STAKED AND TIED. L ANDSCA PE NO TE 00, L ANDSCAPE CAL CUL A TION PARKING LOT PER!MfTfRLANDSCAPING, REGUIRED: I TREE PER 2,, 000SFFOR TOE FIRST 160,OODSFOF1MPfRVIOUSAREA 1 TREEPERS,000SFINEXCESS Of TNCfIRST 100,0005F 3FT EVLRGRfEN HEDGE 9.4,4015Fat' NEW PMPERV1ousAREA = 48TREESREQUIRE9 PROVIDED: 43PERIMETER TREES PARKING LOT INTERIOR LANDSCAPING' LANDSCAPE NOTES HYBROMULCHALL DISTURBED AREAS OUTSIDE OFPROPfRTY LIMITS f UNLESS SHOWNAS SOD). THE LANDSCAPE CONTRACTOR SHALL BERESPONSIBLEFOR THEMAINTENANfEaF ALL WORK SHOWN BN THESE PLANS FOR 40 DAYS BEYOND FINAL ACCEPTANCE OFALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THEFOLLOWING ACTIONS EAS APPROPRIATE): PROPER PRUNING, RESTAKIA66 OF TREES, RESETTIA60FRANTS IRA THA VE SETTLED, NOWINUAND AERA IIGIFLAWNS,WEEDING, RES£EDINGAREAS WHICHRA VENOT 60HINA TEO WRI, TREA TING FOR INSECTS AND DISEASES,REPLACEMENT OFMULCN, REMOVAL OFUTTER, REPAIRS TO THE IRRIGATIONSYSTEMDUE TOFAULTYPARTSAND/OR WORKMANSHIP, AND TNEAPPRUPRIATEWAFERING 0FALL PLANANGS THELANDSCAPE CONTRACTOR SHALL MAINTAIN THEIRRIGATION SYSTEM INPROFfRWORKING ORDER, WITH SCHEOULINGAD)USTMENTS BY SEASON TO MAXPMIZEWATfR ALL LANDSCAPING SHALL CONFORM WITH THE FREDERICK COUNTY ZONING ORDIVANCE&165-201.01. 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Seeding procedure Mulching Maintenance 50150 Mix Annual R e rass (folium mulli-Norum! d 9 AG Acer ginnala MIN if N. GER- WELD SEED t Seedings make in fat! for winter raver and duringhot and 4' MIN A 9 f 0 f f G H 1 J r L M N 0 P Q R T A,4 99 CC X if ff GG /#/ // JJ for LL /W ASV PORE MINA TION NOT TO 40 60-100185/Ac B&B AS SHOWN below 4.2 3 tons per acre 1 Nyssa sylvatic Black Gum 15" 4' MIN 2 Temporary seeding made under favorable soil and site German Millet (Setaria ifalicaJ SHRUBS May 1 -Aug. 31 42-52 2 fans per arra Dwarf Burford NollY SEED % % EXCEED % - 50 LBS1Ar 5.2 - 6 1 ton per ¢ire 3 GALLON may not require mulch Ag AfRMANENT SEEDING Glossy Abelia 18" MIN Seediflj Rates Lime and Fertilizer Seeding procedure Mulching Maintenanre Minimum Care Lawn N BS I Ca70,ps ! YJ T2 8S 73 1? V 32 48 6B 0 33 13 33 4B SO 0 13 13 Irri9ate repair ir 0 SS SS 91 BS 140 R0 TOP per acre. 1 1 1 2 1 T 1 1 1 T 1 1 1 1 1 1 1 1 establish healthy 1 1 1 1 1 1 1 T 1 df BI 050 A'r9L1ff6RA5S T BS 50 SO 4S ze 3B 18 or -Hybrid Bermuda gross lseedlxx 40 its. (unhulledl ubifarmgermination, i tmmediately or -H rid Bermuda grass Ib otherve elutive Yb 9 Y 9 9B er Aso 11N111Yr £Zik'TAMRS O7 3I ZS AS 21 culh=parker seeder, or hydroseeder on a firm, friable at a uniform rate seedbed Seeding depth shouldbel/4to111inch. completely covering General Sloe (3.for less) 50%to 75% of FB BS 0.50 9Tf&,0AX Prepare ground and grade to permit use S0 1f 5 30 -Red Top Gross. Zlbs, of conventional equipment for Iliniog -Seasonal Nurse Crop x 20 Ilia. 1S ferfiliomg, cutlivating and seeding. lbs. Tota! 9B 9 dso RIXT1/LM/LLff O 10 9 IB 47 9 !0 1 1 - Kenturk 3PTaaFesrue Y lbs. 93-1081 . IS 15 -Common Bermuda gras xx 1 4 1. Existing sal! canto1ns less than 15% fine malarrafs (sand .- - 1 f 2lbs, Y9 Bf O.SD CLAEAL RYE 4 V ,Yl ,b 3. Existing sod confo ns conrentratians of toxic elements. BS -SerireaLespedezu xx 241bs. 5 8 Composition of topsoil B 9B BS 4.54 1. 35%minimumoffu7e rained materials 9 17 4 S 4 .V =Use seasonal nurse cropin accordance with seeding dates as slated below: g IV 4 February, March through April Annual Rye 4 Topsail shall be faced at four f4i inch depth BB BS LOO 001MRM?4SS/6LfO/ 0 4S 45 45 September, October through November 15th Annual Rye November 16th through January Winter Rye U SS SS xx bei used hulled seed All other seedin eriuds use unhuded seed. Weeping Lovegrass may be added to an sloe or May through October, gP P 9 9 Y Y P 9B 7ri O.SO SfR/ff4zapmfZ.4xxx 30 So 50 10 >,9 71 O.SD CROWNYEICHxx © TO TO ZO ZO ?4 /S 10 1O ZO 19 10 10 PIUADSPfRACPf BS BS 95 BS BS BS B5 BS BS BS di- BS BS 85 85 Yf BS 15 e5 8S B5 5 15 BS 8S BS BS BS 0 95 BS FS BS x4411- 4A9'i 1f9 O CERT/f1f0YARIfTIfSO AflO, fALCOM 1C.14V • 1fAYfR11A, PACER W/L1/A19-,r,` JAGUAR 9&ONZt 115XPf4Xf, 1.10 WK OR1i R 1/ ARfREOp x SPR/AYi - /ILEO ffRT/f/fOYAR/fT/fSOfOAYS/OE, 0111 1,t 25&-RVIBP/ ESCORT, Gff1RGfTOWN, fAil/9AY, PIDAgi°OLY, RA/!/ r0lk'/O/OWR a? 111r44&f av xx sfAR/frfaAA�4w1luLArfO rl,�ffof rNfusrfaYARrfrrfsRfaa 1NfauAL AA�rNls xxx SP0G-10L0-SCAR/f1EOA/.f3./ht1lLE'ATfU O3 YAR/fTJfS-COr' IV 61?1Y41 ORhY/AYARIANMRLfTMAY9E5l/BSI/TOTED - - xxxfALL - UA0i1/11f0-11.%&.4Tf9 ® YAR/ETJES- 19RVZ?l BAL6Q k1,Vi 1,VhF4, ,41W.ALRYf US V11U/NIAaRA/NaRPOrOMACYAR/frrlC£Rr/flEasffOREaD/ © YAR/fr/fS---4WIfT, fA1WiM fHf/9TDIPi O7 CfRT1f1fOYAR/fT/fSa ZXZ05 SPART4RRfLIANT, 9/LJART, ORAaRORQHAAOf£SCUfS• 9AADlfR JAMfSrQWNDHAOf TC/ W/fR S1iSCL/fS ORA:IArORB.�fR7RN.5HfEP'Sf£SCUESAR£AfQQ 411 SffOSSf1g1L laA6�DRNTOT/#RFO[4REMfNTSSPEC/f/fONERf/NAAOALL OT/;ERCONTRAIJO�(/f�NT,S HAROSff05/NLEGI/r'OSSNrILL NOIEXCffrJ35%'lNCR9WNYETCH.IA?7SfR/CfALfSPfDEIA EONCRETf WAL-AIARTRfAI £STArf9US1A£SS -NS � rRusr MAPST-A p +ZS 4S5 E � „ 1540' � a 1-6�57'R 7D4D' Q w � w W � ASPf/ALJ n""� QL -AG r I n -NS i Q. - • I � ' i q I � 5 .�ATfRBSfI✓f/IfAS£MfNT � o � P£R/NSIRUMENT#44-J715J II � `4' o ASPHALT 1 -GB n n Q 1-AGilk 1 I " � I SAM �__ __J �• " I L f 1 ASPHALT -AG 9 -IC —i -GB APPROX fx/snNa ALTFGNf crrnrerr_ crurnllr r TEMPORARY TYPE SYPLIKfY BOTANICAL NAME COMM NAME SYMBOL Seeding Rates CALIPER Seeding Dates Lime and fertilizer Seeding procedure Mulching Maintenance 50150 Mix Annual R e rass (folium mulli-Norum! d 9 AG Acer ginnala Recommended Seedshall be evealyoppfied with a broadcastsoeder, drill, t Seedings make in fat! for winter raver and duringhot and 4' MIN K Cereal 1Wiaterl Rye (Secale rerealel B&B Sept. 1- Feb. fS Application of calHparher seeder or hydroseeder. Small grains shall be dry summer months shall be mulched arcordmg to lapanesezelkova - 50-100 LBS1Ar 13" 4'M!N PH rest Agricuitural plantedno more than me inch deep. Grasses and legumes MULCHING, Std. A Spec. 335, exfe t that hYdromulches Annual Ryegrass ILOGum multi-floruml GB Feb. 1& - Apr. 30 limestone shall beplantedwithnoless thutl/4"soil corer. fhbermulrhes)willnotberonsideredadequate.Straw 40 60-100185/Ac B&B AS SHOWN below 4.2 3 tons per acre mulch should be ased during these pariods, Nyssa sylvatic Black Gum 15" 4' MIN 2 Temporary seeding made under favorable soil and site German Millet (Setaria ifalicaJ SHRUBS May 1 -Aug. 31 42-52 2 fans per arra Dwarf Burford NollY conditions during optimum spring and fall seeding dates - 50 LBS1Ar 5.2 - 6 1 ton per ¢ire 3 GALLON may not require mulch Ag AfRMANENT SEEDING Glossy Abelia 18" MIN Seediflj Rates Lime and Fertilizer Seeding procedure Mulching Maintenanre Minimum Care Lawn Total Lbs. Per Acre - Cormnercal or Residential 175-200 lbs. Certified seed will be used for all permanent seeding -Kentucky 31 or Furf- Tipe Tal! fescue time., 2 Hans ground whenever possible. Certified seed in ins erted bYthe 1-1/1 to 2 ions strawper uc a Irri9ate repair ir limestone or equivalent 4 Virginia Croplmprovemont Association or the Certifying or replace undressed as A or per acre. agency in other states. 1500 IDS wood fiber per acre necessary to firmly -CommonHermuda yrassxx 751bs. or establish healthy High-Maintenance[awn fertilizer: 106005Le Legume seed should be inoculated with the narulant g 43560 Sflute mutper acro p or. gross. -Kentucky 31 or Turf -Type Tall Fescue 10-20-10 or equivalent appropriate to the species. Seed of the Lespedezas, the 4 to b tons tarn Stalks or Wood chips nutrients per arre. Clovers and Crownvet h should be scarified to promote per acre or -Hybrid Bermuda gross lseedlxx 40 its. (unhulledl ubifarmgermination, i tmmediately or -H rid Bermuda grass Ib otherve elutive Yb 9 Y 9 341bs. (hulled) Apply seed uniformly with abroadrastseeder,drill, after cam fete. A I complete, Apply A PAY esiablishmenf method, see Std. & Spec. 3.341 culh=parker seeder, or hydroseeder on a firm, friable at a uniform rate seedbed Seeding depth shouldbel/4to111inch. completely covering General Sloe (3.for less) 50%to 75% of -Kentucky 31 Fescue 12816s. Prepare ground and grade to permit use seededarea. -Red Top Gross. Zlbs, of conventional equipment for Iliniog -Seasonal Nurse Crop x 20 Ilia. ferfiliomg, cutlivating and seeding. lbs. Tota! Low Maintenance Slope (Steeper than 311 - Kenturk 3PTaaFesrue Y lbs. 93-1081 . To sodin isreuiredforsemi semipermanent permanent if: P 9 q P P 9 -Common Bermuda gras xx - 0-151bs. 1. Existing sal! canto1ns less than 15% fine malarrafs (sand .- - -Red Top Grass 2lbs, Clay/• 2 Existing sol parasityprevents adequate rootpenetration -Seasonal Nurse Crop x 10 its, 3. Existing sod confo ns conrentratians of toxic elements. -SerireaLespedezu xx 241bs. Composition of topsoil 150&s. Total 1. 35%minimumoffu7e rained materials 9 1. 1.5%minimum of or an(c muteriais g =Use seasonal nurse cropin accordance with seeding dates as slated below: g February, March through April Annual Rye Topsail shall be faced at four f4i inch depth u May 1st through August Foxtail Millet September, October through November 15th Annual Rye November 16th through January Winter Rye xx bei used hulled seed All other seedin eriuds use unhuded seed. Weeping Lovegrass may be added to an sloe or May through October, gP P 9 9 Y Y P - t'7R^ Know what's belay, Call before you dig. alsll bO• WAL-MART 9111[01,445 F = 77 u� h WAL-0R719fA1 fsxarf9vsTAess rRusr -�-ZS � NAPsz A-9 T T7 -f-AG �j k \ 4, c• r? .' i W W W r = w W jj w U W MULCH A T TREES 35'�� SETgA�w `w w^1 n �m = • ` ' ; i ' r' wv w W w w r Y W AND SHRUBS (TYP) I �1 1 � � „- � `^ _• -� _ _ __• WJ W •`T, `moi• 'Y.'• o-4, • x., . .r. -1. `� w i.OD 6G LODUV I - -•Lii WW ""`""...--�--_... WOJJ - WV WV _ Q Q.� D� 10'PARKIIVG SETBACK $ W' W _ �T jLM- N711-43?v ASP,JA4Z "� ss - - W - D W„fli1 L 1 1J1 Ll I L 449sy' _�"vss IPR V,4If/� yYO 1 % D� 'SSD» Q a ! � fxAr<fssfAsfrlfNTPfR ��i � ��`\ �' �.. 1�i �{ �#i �/ �,.��•� ,� - -- _ ` � 60104Q74L711000PAL74 li s -O fY I f •� L `�•v�1 l� �� LJ j fOMAR7A4s'fQLIHG90lIP � fX. WArfRd SEWFRfASfJ'IfNT ( f W/Ai"1RSf7WP4RTAfRS,LP PfACOM/OAWfA[THGAOUP M4P5.?-A-f A[TA SJJRYfY v 1l dN5 T _ yS o WAL A'ARTRfAL E57ATfei&A`SS 1 )RUST MAPST-A O NA7 I L'K PLANI LI) TYPE SYPLIKfY BOTANICAL NAME COMM NAME SYMBOL SPECIFICATION CALIPER HEIGHT SPREAD ROOT SPACING OTHER TRES AG Acer ginnala Amur Maple 0 .15" 4' MIN I B&B AS SHOWN ZS Zelko va serrata lapanesezelkova 13" 4'M!N 8&B AS SHOWN GB Ginkgo biloba Ginkgo (malel 15" 40 B&B AS SHOWN NS Nyssa sylvatic Black Gum 15" 4' MIN SHRUBS )r !lex cornafa 'Dwarf Burford' Dwarf Burford NollY O 18" MIN 3 GALLON Ag Abefia grandiflora Glossy Abelia 18" MIN 3 GALLON U TIL I T Y EASEMENT NOTE NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS 8"P, 4" NIA, 30 ' 5f(T1oN - TYPICAL TREEPLANTING STAKINGDETAIL (FOR 6'-12' TREEHEIGHTSAT PLANTING) 1 NarTOSrALE GPAP1K SCALE 0 B 30 0 11PtCN=30FrFT N@Te'S: 1. WKPENCE SPfOFICA FIOHS FW AIL SOIL PROCLDURESIN CONS TRUCTION DWG5. 2 S) IE SOIL 5ARE 6INERALItY SANDY, SIL 1Y CL YS ANII SAMIY, LL4YEY5ILTS 0 TREESTRAP OTREE GUY WIRE- ADD TURNO UCKL ES IF NECESSARY TO5TABILIZE FREE OTREEGUYINGSTAKE O WARMNGFLAG OTRUNK RARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4' ABOVE GRADE 1NPOORL Y DRAINED SOILS. OEARTHEN SAUCER �7 3” MULCIII MULCH SHALL NOT BE IN CONTACT WITH TREE TRUNK OEXCAVATE P(ANTINGPIT TO 3 TIMES THEWIDTH OF ROOTBALL (8't11N1 FLARING SDE50FPIT A5 SHOWN, SCARIFY SIDS OF)'IT SO THAT THE SIDS ARE NOT SMOOTH OR GLAZED. O9 DACKRILWITH SOIL PER SPt71F1CATIONS f0 EMOVE TOA 111 DFWIRERDDTBALL BASKET OR ROOTBALL STRAPS REMOVE AIL SYNTHETIC STRAPMATERIAL FROM ENTIRE ROOT BALI. (DROVE TOP J/4 Of BURLAP ROOT BAR [OVFRPNG. REMOVEAIL SYNTHETIC COVERING FROM ENTIRE ROOTBALL- 3LACERODTBALLONSOLIDSU56RAOE-NOTLGUSEBACKFILLMAT£RPAL 13 NDISTDRBED SUBGRADE 20 PLAN CONSUL TANT: Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 17609 1919) 553-6570. inlowder@triongle5itedesign.com ('MA TN of `�C411 THEW E. L UW DER A No. 0.37 ]o �Jf (//] � SJPNAL OWNER/DEVELOPER: Primax Properties, LLC Attn. Adam Sellner 1100 E. Morehead Street Charlotte, NC 18204 704-954-7214 ap asellnerprim x ro erhes.com P NAX PROPERTIES, LLC MACMR 4..'lA1VlllJCMll I t eh w' This document, together er !th the concepts and designs AFesent d i herein as an Instrument of services, is intended only for the specific purpose and client for which it was prepared Reuse of and improper reliance on this . document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. ti O Ca t a 0 'Lx-,� W I vy N q a Q Icy t eh w' This document, together er !th the concepts and designs AFesent d i herein as an Instrument of services, is intended only for the specific purpose and client for which it was prepared Reuse of and improper reliance on this . document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. Drawn Checked Approved Project No. 001051 Date: August 5, 2010 Title LANDSCAPE PLAN Sheet No. ti w N q a a Drawn Checked Approved Project No. 001051 Date: August 5, 2010 Title LANDSCAPE PLAN Sheet No. NOTES: 1.) TITLE REPORT FURNISHED BY WESTCOR LAND TITLE INSURANCE COMPANY ISSUING OFFICE FILE r- r, r- r, r- r, 1 IN I J r, r, r L I I M' -}t /"11a'".•rf lr K i l EII\I 1 Y 1. 1}r `i 11\1111 l\/1 17 r r Ill,l :y n_r NUMBER VA20109490 WITH A COMMITMENT DATE OF JANUARY 22,2020 AT 8:00 AM . I I I ..- 2.) HORIZONTAL DATUM = NAD83 CHAIN LINK FENCE r-hrF-11F-}f fl K t�1leli\i f7 `Ilr1}flNllLllh`, VERTICAL DATUM .= NAVD88 I r♦ I, 1 1 L w- „ 1 / t 1 , f-}fF-1 iF-rf ! K 1. 1 Ir 11\1 1 Y UNITS = U5 SURVEY FOOT ;, i = IN r"` CONTOUR INTERVALS - 1' A:",:: i ;, iii 11 e iW ri (i ti i s `•' It I r_, r r ,r I r 1-\ ,J 1 i 1 r- 1 -i- .r rr IN r, IN .r rY ., r, E [ TRANSFORMER 1 r\r •. I rf I I r,/r F- r\f I 1! I I I 11 k 1 f < )% r /RT p / GRAVEL ROAD ,. A r, Y- ., n E 1 r i e t ,r I r 1, ,r ,/ ,J I r ,J i,/I /t hr J J _. /1 rl / 3.) PROPETY IS IDENTIFIED AS FREDERICK COUNTY, VIRGINIA TAX MAP NUMBER #52 A E. �-�� ATj-� � � .,.� "�" � � r-� -�'� A- � j�� I . rr• w— r, 1 ! 1 r— L 1 v w ., ., r♦ ., ., IN IN .. �_� UE—�—�'--UE ......... �� �- ~~ i i'v .�lJ' i`/i'_ i\+i i i of � I I I vi :. :i :.0:: 4,) NO ZONING REPORT OR LETTER PROVIDED.EX. WATER EASEMENT EXCEPTION # 26 AN Or LIE uc�� / / JUNCTION INSTRUMENT # 12-5421 TRANSFORMED-~�"��`ur-- 5.) FIELD WORK COMPLETED ON MARCH 10, 2020. _ _ T _ BOX- U0 � . S 71 ° 5 "E 312, 1 uc / 2777 FIBER PEDESTAL uc Uc uc 0 Uc UC `mac 6.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE` �� 2431OF ROGER E. HARRIS FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT / Q; ° X. STOR DRAINAGEASE T - - - - THE ORIGINAL DATA WAS OBTAINED ON MARCH 10, 2020 AND THIS PLAT MEETS THE MINIMUM I _ FIBER NSTRUMT #04-17251 - EXC TION #18° ° ° o a o ° -� L_ _ _ ___ _ __ ° ° -- E -- �--_` ° a I 0 ° D 3243 ACCURACY STANDARDS UNLESS OTHERWISE STATED. D �--- ° I - )u� tEAN3FI�L - -` _ - " _ - - - -- _ - - -- - - - - I - - _ _ L � — — _I Cn 7.) NO WETLANDS REPORT OR DELINEATION PROVIDED. 1� ! w �� w — W �� w - _ - - - —r -- - I - a W W i W � � Z t v EX. 2158 W w w W W 8-) NO EVIDENCE OF EARTHWORK AT THE TIME OF SURVEY WAS PERFORMED. W I � ,�-uc o - - � - - - - - ���— S S Ex, z1B7 r uc -I --€ri. WAT€�SE1i�€��EhlfE-i'�— S S s s sl I, s S i,S 9-) NO BUILDINGS ARE CONSTRUCTED ON THE SITE AT THE TIME SURVEYWASPERFORMED. uc POSSIBLE of c EXCEPTIONS # 18 AND 20 INSTRUMENT EXISTING �I uc uc �c---�_uc MENT # WASHINGTON GAS EASEMENT `" Q ENCROACHME _ 2- � 41G uc uc_ �� EXCEPTION # 25 INSTRUMENT # 05-28341 I L -- - - - 10.) LEVEL B SUBSURFACE DESIGNATION AND MAPPING PERFORMED BY PENNONI. OUTSIDE OF GAS - - - - - - WATER -- - - - - - a EASEMENT ° U WITNESS METER WATER I 11.) NO PARKING WAS MARKED ON THE SITE AT THE TIME SURVEY WAS PERFORMED, I I POST „�, • . , . r, r, I — — r 1, 1 _ I,n. 1, rf r r'r-- 1, I e•- •. -e I t ! 1-- ft i i i i\i N- ..:'+- r, 1 1 ., r WITNESS I_ _ , r r r -t L_ ; :i I - 12.) THE SUBJECT PROPERTY LIES WITHIN FEMA FLOOD INSURANCE RATE MAP ZONE "X" AREAS 1 POST , In t- r� ,� _ � APPROXIMATE LOCATION EXISTING VERIZON, ' " DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PURSUANT TO MAP � • -, r r, ! ! .. r-. , ,- ,! r„♦ r^ r, 1 ' v t AND ALLEGHENY POWER EASEMENT I1,1 r rr I I I,\1•, , . j NUMBER 51 fl69CO240D -DATED SEPTEMBER 2, 2009, ff EXCEPTION # 24 INSTRUMENT #'S 05-208$9 � v 13•) PROPERTY IS CURRENTLY IN THE NAME OF COMMONWEALTH GROUP -WINCHESTER PARTNERS 1 1 t AND 05-30127 L.P. PURSUANT TO INSTRUMENT #08007956 AMONG THE LAND RECORDS OF FREDERICK COUNTY v VIRGINIA. EXISTING WASHINGTON GAS EASEMENT CONCRETE EXCEPTION # 25 INSTRUMENT # 05-28341 �v 94.) UNLESS NOTED ON THIS SURVEY, THERE ARE NO OTHER NONE ENCROACHMENTS ON THE ^ 1 SUBJECT TRACT. pT4 � v f - S 71'3453'E . r f 15.00' � a a I \ \ I � � `cs�—AF'PROXlMATE LOCATIOh1.1=XISTING VERIZON, j AND ALLEGHENY POWER EASEMENT EX. 2191 �\ v j EXCEPTION # 24 INSTRUMENT #'S 05-20889 \ i��o. na s r1� E i • v AND 05-30127 , \ IE a r R n n q i. s/ �\ J\ .�L:d9AT.�.�����.11r01 TI®N TiI��T 2. � \. � ASPHALT v / \� All those certain lots, pieces or parcels of real property ,with all improvements thereon and I v / � � � , appurtenances thereto belonging, situated, lying and being in the County of Frederick, Virginia, 1 POSSIBLE i ,%l Ex 21st \\ known and designated as Tract 2, Tract 3 and Outiot 7 as shown on that certain plat entitled ENCROACHMENT "Final Subdivision Flat of the Property of Winchester Warehousing, Inc., and Silver take, LLC ”, j I OUTSIDE OF _ J dated June 5, 2004, and recorded in the Clerk's Office of the Circuit Court for the County of 1 v � � j [ i EASEMENT Frederick, Virginia, in Book Number 0417251. � v FIRE �-�-- I HYDRANT I I TOGETHER WITH those certain non-exclusive easements as set forth in Easements with r I I / Covenants and Restrictions Affecting Land dated 08/04/2004 and recorded 08127/2004 by and v APPROXIMATE LOCATION EXISTING VERIZON I between COMMONWEALTH GROUP -WINCHESTER PARTNERS, L.P., a Tennessee limited � � I AND ALLEGHENY POWER EASEMENT I I partnership, and WAL-MART REAL ESTATE BUSINSS TRUST, a Delaware statutory trust, ' A n u I1 ® 1� I I EXCEPTION # 24 INSTRUMENT #'S 05-20889 recorded under Instrument No. 04-17258, in the Clerk'.s Office of the Circuit Court for the County CONI IVt®� COMMONWEALTH �/�LTH V ®U I� °" WINCHESTER I � T�� �i PARTNERS Lr I J ! ! AND 05-30127 -, c, I I I I o «; of Frederick, Virginia. (NOT PtOTTABLE) Q n A�� �2-�^� `^J 1 M , � � I I ! iz t�1 AND TOGETHER WITH that certain non-exclusive permanent slope easement as set forth in INSTRUMENT STI�U � � NT ®��®®®7956 I I ¢ Slope Easement and Temporary Construction Easement dated July 22, 2004 and recorded (NO BUILDINGS} I I I Q August 27, 2004, by and between FRUIT HILL ORCHARD, INC. AND COMMONWEALTH^ - GROUP -WINCHESTER PARTNERS, L.P., recorded under Instrument No. 04-17255, in the j j � �� t;_ Clerk's Office of the Circuit Court for the County of Frederick, Virginia. (OFFSITE OF TRACT 2) Cla Y_. `lJ AND FURTHER TOGETHER WITH that certain non-exclusive temporary surface storm water v SURVEYOR'S CERTIFICATE: I I jr a I I ~1 `y' drainage easement as set forth in Surface Storm Water Drainage Easement dated July 22, 2004 f L__ and recorded August 27, 2004, by and between WINCHESTER MEDICAL CENTER, INC. and T0: WESTCOR LAND TITLE INSURANCE COMPANY, PRIMAX PROPERTIES, LLC AND COMMONWEALTH I I I COMMONWEALTH GROUP -WINCHESTER PARTNERS, L.P., recorded under Instrument No. I ' GROUP -WINCHESTER PARTNERS, L.P. I WI I w / U 04-17256, in the Clerk's Office of the Circuit Court for the County of Frederick, Virginia. (DOES v I � I v O `yy THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE NOT PERTAIN TO TRACT) I l MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS Map Number: 52 A E oQ ' LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES s �� s s s s W _ C) �, ITEMS 1, 2, 3, 4, 6d, S, 11, 13, .14, 17, 18 AND 19 OF TABLE A THEREOF. FIELD WORK WAS Being a portion of the property conveyed to COMMONWEALTH GROUP -WINCHESTER I I COMPLETED ON MARCH 10, 2020. I `" I I PARTNERS, L.P., a Tennessee limited partnership from CAMDEN ASSOCIATES II, L.P., a r � 1 I I _ Tennessee limited partnership by that deed dated 12/27/2007 and recorded 07/1/2008 in ' O / I I I O Instrument No. 080007956, of the Real Property Records of Frederick County, Virginia. v DATE: MARCH 10, 2020 A LZ'K I v DATE REVISED: JUNE 29, 2016 �*q 0�' I I O v� fl� I I p , 2121 EXCEPTIONS TO SCHEDULE B, PART I! OF THE ABOVE REFERENCED TITLE REPORT WHICH DO / ' � DATE REVISITED: MARCH 4, 2020 �p � I NOT PERTAIN TO THE SUBJECT. PARCEL - TRACT 2: z I ° ROGER E. HARRIS LS I h o EXECPTION # 19 -INSTRUMENT # 04-1756 STORM WATER DRAINAGE EASEMENT ' ' : j LIC N0. 002631 � .-r�Y I �� I o p REHarris@Pennoni.com ROGER E. HARRIS Q LaI 2308 J EXCEPTION # 21 -INSTRUMENT # 04-17253 -TEMPORARY CONSTRUCTION EASEMENT ! I t f t Lac. No. 002631 o EXCEPTION #22 - INSTRUMENT #04-22080 - SLOPE AND TEMPORARY CONSTRUCTION EASEMENT f 03/10/2020 I I S71°3483 E 30.01 EXCEPTION # 23 - INSTRUMENT #05-18896 - SIGN AND MAINTENANCE EASEMENT ! f 1. q 1 I Q w O� I �Lu � I ASPHALT -�� - D SUPV� 1 w� I o n 3058 [ � [- EXCEPTIONS TO SCHEDULE BE, PART I! OF THE ABOVE REFERENCED TITLE REPORT WHICH MAY D' -��-f- a ° q of . w PERTAIN TO THE SUBJECT PARCEL - TRACT 2 - BUT CAN'T BE PLOTTED: v v I " sol �zl a ti EXCEPTION #27 -INSTRUMENT #04-17258, #05-10695, #05-10696 AND #08-10260 -TERMS, I � � � CONDITIONS, EASEMENTS, RESTRICTIONS, PROVISIONS AND COVENANTS z I o EXCEPTION #28 -• INSTRUMENT #16-12291. -TERMS, CONDITIONS, EASEMENTS, RESTRICTIONS, I � � � � .l t J c, POSSIBLE PROVISIONS AND COVENANTS \ 1 I BUILDING MATCH SHEET 2 �•._ I ENCROACHMENT MAI I J Q MATCH SHEET 2 � I � I I I I I I I q 2077 I � EX. SIGHT DISTANCE _ 2499 I EASEMENT EXCEPTION # 18 q , INSTRUMENT # 04-17251 I �_ -9013 POSTS EX. 1785 1 j j ACCESS EASEMENT EXCEPTION #1$ EX. C &G EX. WATER & �FWFF2 Vz nCi;neGnlr 0 25' 501 r rINSINSTRUIVEENT &)4-179R1 W W EX. 13-93 0 0 I— z = z<N�- 0 LL O m�0 ©LL� FLOU wWW >ma - W LJ �0 W wzw 000 wQw o � Q � W ` V z M W W U) LO T " I 0U,j N z r— Ce) tom. LLJ Cj�lr- Q) N ti 0 > °L � U 2 g (0 (� (/)(0 00 � z 1y3. z Q I0 o U O Z :E 0L m©? 0 - SOU Lug° >COa UJ w F- O U 1L :gym �Z� 0O z Luz :max p U Q 41�ff NL T11 ROGER E. HARRIS Lic. No. 002631 03/10/2020 j ALL DOCUMENTS PREPARED BY PENNON[ ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDER OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNON[ ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALLfNDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT PRPLL20001 DATE 03-10-2020 DRAWING SCALE 1 "=25' DRAWN BY m [APPROVED BY REH m rn . z 0 u� O z w a ALL DOCUMENTS PREPARED BY PENNON[ ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDER OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNON[ ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALLfNDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT PRPLL20001 DATE 03-10-2020 DRAWING SCALE 1 "=25' DRAWN BY REH [APPROVED BY REH • F7 qv -T "Cal wr :r, :?, .. .. ._. ., ..�. .:: . 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C _ 1 1.4 1.$ 2.3 2S 32 3.3 3.4 3.6 3.8 3.5 3.1 2.6 2.1 2U 27� 6.2 9. ,-.$ 10.8 +6.62 3A 1�8 7 ,. + . 3 r _ }2.2 ' .9 - 3.6 3.6 3,3 2 3.1 2.7 2.1'. T2 0 2.2 3.0 3. ;� 1 6 9.$ 6.5 [4.3_ 2 7 1.6 _ 7 -.� -3:3 ,`.,4.6 74.5 3.5 3.Q 2.9 2,5 2.4 1.$ 2.3 2.9 3.5 4.5 6.5 6.3 4.9/0.0 3.7.._ ` 2 3.'/` .6 +/+ 0.0 :31 2.6 2.3 1.8 1.5 6: +2.0 +2.5 2.9 3:6 i4.4 4.7 +4.2 .6 X2.9 0.a 01 0:0___ 0.4 0:0 --, 0.0 0.0 fjSr'FiFa( 'f �� 1 , /7Q.Q /0.0 1 U . 1,'.1 1.4 1.7 2.4 2.3 2.9 3.2 3.2 �F2.9 1.0 'r1.2 �:.7 +1.9 . 2.10.0 Q+U.5 +0.6Q.70.0 01= as Plan View Scale - 1" = 28' �i, �1a 0.0 +0.0 /0,0 i0.0 _ °-0 1 0.0 (' I NO TE - ALL SITE LIGHTING WILL CONFORM WITH lbs -103.01 FOR THE FREDFRICK COUNTY ZONING ORDINANCE AND WILL dE FULL Y DOWNCAST SHlELDEO AND FULL CUTOFF. 1 RSX1-LED-P3-50K-R3- Single Head Lithonia RSX1 Series LED LED 109.44 P MVOLT-SPA-DBLXD Area Unit w/Type R3 Distribution (22ft. Pole Height.w/aft. Base) 1 RSX1-LED-P3-50K-R3- Double Head Lithonia RSX1 Series LED LED 218.88 MVOLT-SPA-DBLXD Area Unit w/Type R3 Distribution (22ft. R Pole Height w/aft. Base) 1 RSX1-LED-P3-50K-R3- Triple Head Lithonia RSX1 Series LED LED 328.32 a MVOLT SPA-DBLXD Area Unit w/Type R3 Distribution (22ft. ® ® Pole Height w/aft. Base) ® 2 RSX1-LED-P3-50K-R3- Quad Head Lithonia RSX1 Series LED LED 437.76 ®o ® T MVOLT-SPA-DBLXD Area Unit w/Type R3 Distribution (22ft. ® Pole Height w/3ft. Base) 13 DSXW1-LED-10C-1000- Lithonia DSXW1 Series Wall Mount LED LED 38.8 K 50K-T3M-MVOLT- Unit w/Type T3M Distribution (18ft. and DBLXD 14ft. Mounting Heights) 3 H-15118-97/HL-AHD- Hi -Lite H15118 Series LED Goosneck LED 18 K1 27"-97/LCGU- Unit (21.5ft. Mounting Height) FR/18/LED3/40/BCM-M s, i Y �F ,.q v f , it ay