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HomeMy WebLinkAboutSDP201700071 Plan - Approved Minor Amendment 2018-01-31AV 2 1AMIA OWNER/DEVELOPER: Sen terra Marth a Jefferson Hospital 500 Martha Jefferson Drive Charlottesville, Virginia 22911 Phone No.: (434)654- 71138 A ttn.: Mr. Michael Spatz Email: MRSPATZOsen tara. corn ASPHALT PAVEMENT -� CUL BERT OR STORM SEWER PIPE Vol RIVANNA DISTRICT A LBEHA RLE CO UNTY, VIRGINIA N ENGINEER: Jordan Consulting Engineers, P. C. 2540 Professional Road Richet on d, Virginia 23235 Ph ori e No. 272-7009 Fax No. . 272- 7088 Attn«: An Piotr 'Peter" Matysiak F.E. E -Mail pe ter, m a t vsialkOjorce. com ADEX LEGEND— a1 � �-- E.Y,T I�4 64 P SHEET NO. TITLE Q DVIMGE STRUCTURE NUMBER INDICATES MINIMUM FINISHED BUILDING ELEVATION THAT MIN. F. F. 177.00 CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BU/L&NG , (S) OR (D ,ABOVE THE IX STORM ELEV. OR TO OBTAIN GRAk17Y SAN. SEWER (S) DENOTES SAN. SEWER (D) DENOTES DRAIMGE INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMENTS INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED - FOR THAT LOT." --+-- REGULAR SEEDED EARTH DITCH WITH DIRECTION OF FLOW CROSS HATCH/NG OF EITHER OF THESE IND/GATES THAT PALED DITCH LINING MAY BE NECESSARY IF SUITABLE (VEGETATION CANNOT BE ESTABLISHED IN DITCH UNE. EV -2 LINED DITCH WITH SEEDING PALED LINED DITCH IB" INDICWU DEPTH OF f'C-2 OR PAVED DITCH LINING t8' INDICATES DRIVEWAY PIPE SIZE IF GREATER THAN 15" �--►-- SANITARY SEWER LINE -64�-- WATER UNE 174..1 PROPOSED FINISHED GRADE CONTOUR ELEVATION E/P DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB F/C DENOTES FACE OF CURB (MEASURED TO 84CK OF ANY ROLiL FACE CURB) B/C DENOTES BACK OF CURB QD DENOTES FILL AREA (NO FINISHED CONTOUR SHOWN) —► -- - DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DR41MGE PAVEMENT PROPERTY LINE SANITARY SEWER WATER LINE POWER LINE TELEPHONE L/NE U DENOTES UNDERGROU, OH DENOTES OVERHEAD GAS LINE CULVERT OR STORM SEWER PIPE FIRE HYDRANT BENCH MARK LOCAT/ON EXISTING CONTOUR ELEVATION CLOUDING OF TEXT INDICATES REVISION TO PLANS NOTES: 1. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY OUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND RML ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES: VICINITY AIAP Scale: I" = 2000' G'1 COVER SHEET C'2 GENERAL NOTES & TYPICAL DETAILS L~3 EROSION CONTROL NOTES L~4 OVERALL LAYOUT PLAN C'5 DEMOLITION AND EROSION CONTROL PLAN C6 LAYOUT, GRADING AND PLAN BMP COMPLIANCE SIX RETAIN/NG WALL PLAN, DETAILS AND NOTES PIANN/NG DOPARDAENII ENGINEERING DEPAR WENZ FIRE OFf1r`/.4I i' s BLDG BLDG. CODE & ZONING C11 law 0 O op-jo TOE 0 N Q D Z Q r Z w O U Z 0 0 w n [O 7_ N 7_N _O r~ O w r\ r 0a- m C Go o N �- �'i W •� Elf� r O \ CD 7) � 0 N 0 o i- U •n �cto 00 1 p v p � o �4 N U Q" m C Go o N �- �'i W •� N N CD � 0 N 0 o i- U •n �cto 00 1 p v p � � N m- W �mn ;,ill: a 00 0 0 r �L c .II w A, Li GENERAL NOTES: 1, PLUMBERS NOTE: ' ii �� .! 1014/00,"- IT IS THE PLUMBERS RESPONSIBILITY TO INSTALL THE WATER SERVICE BEYOND THE WATER METER. 1. EXISTING UTILITIES 2. ADDRESS NOTE: THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND OTHER UTILITIES AND E-911 STREET ,ADDRESS TO BE DISPLAYED ON SIGN OVER THE MAIN ENTRANCE TO THE BUILDING PER OWNER STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, ALONG AND WITHIN THE LIMITS OF THE (SEE ARCH. PLANS) PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY 3. SIGN NOTE: APPROXIMATELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ANY SIGN IN EXCESS OF 8 (EIGHT) SQ. FT. REQUIRES A PERMIT. PERMIT MUST BE OBTAINED THROUGH UNDERGROUND PROTECTION CENTER ("MISS UTILITY") AT 1-800-552-7001 AND, AT HIS OWN COST, BUILDING INSPECTIONS DEPARTMENT. VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF 4. LANDSCAPING: CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE APPEARS TO BEA LANDSCAPING AND SITE IMPROVEMENTS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH CONSTRUCTION CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE SIGHT DISTANCE NEEDS OF DRIVERS WITHIN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS. CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH LANDSCAPING WILL BE IRRIGATED BY HOSE BIBS. HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC, DESTROYED SHALL BE 5. UTILITY LINES: """ Horizo ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND, INCLUDING ELECTRIC, TELEPHONE AND CABLE REPLACED AT THE CONTRACTOR'S EXPENSE. N' DEPARTMENTS AT LEAST 24 HOURS PRIOR TO START OF WORK ON THE PROJECT. 6. STOP SIGNS: Fencing and access gates required. VDOT STD. STOP SIGNS SHOWN ON PLANS AT EXITS ARE TO BE FURNISHED AND INSTALLED ON WOODEN 4"x4" 2. MATERIALS AND WORKMANSHIP POSTS BY CONTRACTOR. ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF: A) VIRGINIA DEPARTMENT OF TRANSPORTATION "ROAD DESIGN STANDARDS" AND "ROAD BRIDGE 7, ALL STORM AND SAN. SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D,i. SPECIFICATIONS". OR M.H.). B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. f C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION, DEMOLITION AND EXCAVATION AS 8. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE ADOPTED BY THE SAFETY CODES COMMISSION OF THE COMMONWEALTH OF VIRGINIA AND OSHA. APPROXIMATE ONLY TO SHOW SCOPE OF WORK. 3. DEVIATION FROM PLANS 9. VDOT AND COUNTY APPROVAL OF THESE CONSTRUCTION PLANS DOES NOTE PRECLUDE THE RIGHT TO NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE REQUIRE ADDITIONAL DRAINAGE FACILITIES PRIOR TO STATE ACCEPTANCE. OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES. 10. SCREEN ANY UTILITY PAD FIXTURES SUCH AS VA. POWER TRANSFORMERS WITH LANDSCAPING ON 3 SIDES. 4. CLEARING AND GRUBBING 11. APPROVAL OF THE SITE PLAN PIAN DOES NOT INCLUDE THE DESIGN OF THE FIRE SPRINKLER SYSTEM A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS SHALL BE CLEARED AND UNDERGROUND (PIPING BACKFLOW PREVENTION DEVICE TO ONE FOOT ABOVE FINISHED FLOOR LEVEL. PRIOR TO GRUBBED FROM THE PROPOSED PAVED AND BUILDING AREAS AS WELL AS AREAS INDICATED TO BE INSTALLATION, SHOP DRAWINGS AND A SEPARATE PERMIT APPLICATION MUST BE SUBMITTED THROUGH THE GRADED ON THE PLANS . DEPARTMENT OF BUILDING INSPECTIONS FOR REVIEW OR APPROVAL. B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL FILL AREAS SHALL BE �• TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THE PLANS. 12, STEPS STD. ST -1 MUST BE IN ANY STRUCTURE OVER 4 FEET IN HEIGHT. C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING PERMITS WILL BE OBTAINED BY THE 13. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION PERFORATED AND UTILITY LINES. CONTRACTOR AT HIS EXPENSE. ( D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHT DISTANCE AT EACH INTERSECTION. 5. TOPSOIL STRIPPING CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION. (PER 6. GRADING A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND COMPACTED TO THE VDOT FINISHED SUBGRADE OR GRADES AS SHOWN ON THE PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY D -4 AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS THAN 10. IN SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE- DESIGNED TO MEET WITH THE ACTUAL SOIL RORARN CONDITIONS ENCOUNTERED. PERFORATED ERDRAT ETD B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 97% STD. PROCTOR DENSITY AT OPTIMUM MOISTURE +-2% UNLESS SPECIFIED OTHERWISE ON THE PLAN. D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE POSITIVE DRAINAGE AT ALL TIMES. E. AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND VEGETATION SHALL BE CUT BACK WITH AT LEAST 3:1 BACK SLOPES SO AS TO PROVIDE THE BEST POSSIBLE SIGHT STRUCTURE. 7 WITHIN TBE LUfTS OF A COMA€RCGL ENTRANCE NON -P Fd A D IPE DISTANCE. F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2) WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD CONDITIONS WARRANT. 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. IF THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHALL HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS AND THE FOLLOWING CRITERIA: 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, AND DEBRIS. IT SHALL BE THOROUGHLY AND CAREFULLY COMPACTED TO INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH TO OBTAIN 97% DENSITY AT OPTIMUM MOISTURE+ -2%. THIS IS TO INSURE A SUITABLE SUBBASE ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION MATERIAL IS ENCOUNTERED 8. BASE AND PAVEMENT ITEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO PLACEMENT. C. PAVING OPERATIONS SHALL NOT BESTAR TED BETWEEN NOVEMBER 15 AND APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY OFFICIALS AND THE OWNER. D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. E. WHEN LOCAL BASE MATERIAL (TYPE II) IS PROPOSED FOR ROAD BASE, IT SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO CHECK AND APPROVE LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. 9. SEEDING AND MULCHING, ETC. A. ALL FERTILIZING, SEEDING, LIMING, AND MULCHING WILL BE DONE AT THE FOLLOWING RATES UNLESS SPECIFIED OTHERWISE IN PLANS- 1) LIMESTONE -2000 LES. PER ACRE 2) FERTILIZER -1000 LBS. PER ACRE (10-10-10) OR EQUIVALENT 3) KENTUCKY 31 FESCUE -150 LBS. PER ACRE 4) ANNUAL RYEGRASS-100 LBS. PER ACRE 5) MULCH (STRAW OR APPROVED EQUIVALENT) -400 LBS. PER ACRE 10, ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). 11. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF THE N.O.A.A. 12. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 13. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING A VIRGINIA CERTIFIED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED UPON BY THE OWNER IN WRITING. COPIES OF ALL SITEWORK CUT SHEETS ARE TO BE FURNISHED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT PROVIDED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS REVIEW TO BE BORNE BY CONTRACTOR. T-3" Upstream Side of Source Valve To Have 18" Copper Stub Capped With Purge Port. - h t i D p ° oa House Line Detail Source Valve (Source Valve As Defined By NFPA 99 2005 Edition Section 5.1.4.3..) Auxiliary Valve w/ piuged end (Auxiliary Valve is Not a Code Requirement But a Recommendation.) Fence PVC Sleeve (One Size Larger Than House Line) Healthcare Facility Notes ( To be used with Drawings HC -1 thru HC -5) 1. National Fire Protection Association 99C Section 5.1.3.4.13.3 States: Allowance for at least 3'-0" of clearance around storage container, vaporizer(s) and pressure -regulating manifold for system maintenance and operation. 2. Rolling or sliding gate may be preferred for maingate. 5'-0" opening is recommended. 3. Mechanical switches with dry contacts supplied by Airgas for main supply low, reserve supply low, reserve in use and reserve pressure low (when applicable). 4. 120 VAC t 20 AMP power required for the local signal panel near the regulation stand. 3. Recommended wiring (required for each /alarm panel) is 6 pair of wires at the tank pad. 6. Emergency Oxygen Supply Connection (EOSC) must be installed by the hospital. 7. Source valve and distribution pipeline must be installed by the hospital, Purge port on valve or copper stub requiired. 8. Ground rods shall be provided by the hospital. Issued By Date 6" -i 4- A .A a •.G Z_ " e A .- a. d4, A SUBBASE 4" #57 STONE ([MIN.) DEPTH 12" TO MATCH SUBGRADE CONC. TO BE CLASS (TO BE USED ADJACENT TO SIDEWALK) A-3 IF CAST IN PLACE, CLASS A4 IF PRECAST VDOT CG -2 VDOT ALT. CG -2 maenn9 intonation disclosed nereon ares MIng R and are not to be disseminated or au ch Airgascompany. This Proprietary General Notes and Details talderationo f the matter hereon. es to keep it and the matter disclosed herecon any waYgetrimentaitoanyArgascompanitea. For Healthcare Facility Use use of thio document by any aa. © 2000 Ai,g. Crushed Stone or Concrete Si-dewaal-k 'vlr Burndy Connector-� Cat. No. GK -1429 & GK -5426 Ground Wire As Required - #4/0 Copper Ground Rod - 3/4" Dia. x 10'-0" Lg. t Equipment Leg Cadweld or Clamp #410 Ground Wire Caulk Around Wire I" Dia, PVC Sleeve G. D D•. '.D •v. 'v' .. d, v P ? v D. D v 'dD ,', D P v •v .• D b� v> v.DD DD m'Do-.•v•4 v D 4, ,> Connect To Connect To Equipment Ground Rod Ground Wire Connection /-Connect To Equipment Grade Connect To Equipment ' ii �� .! 1014/00,"- Copper Ground Rod NOTE: NFPA 99C Section 5.1.3.4.13.3 States 3' Main apprize 12'x 12' Concrete 10, 10'-0" Off -Load Must Be N fir= I it=u �o o< Supply Valve & 19' House Line PLAN 3 Power & Wiring "►' 3' ' From Alarm Panel VIEW t 5' 12ig PSI & PS2-► Reg. N@ U O � W Standard Bollard Detail NOTE: NFPA 99C Section 5.1.3.4.13.3 States 3' Main apprize 12'x 12' Concrete Allowance for at least V-0" of clearance around storage Off -Load Must Be N Q�, J�cA GP container, vapodzer(s) and pressure -regulating Clean & Level @ - Centered on manifold for system maintenance and operation. Driveway Grade Tank Pad and @ Driveway Grade 4" Compacted Crushed Stone Base ,210 A Main .131 7) tV F ... SSrONAL ESO aporzor 1500 Gallon 3 States vaporizers shall have a means to -4 0 z' """ Horizo 3. INVERT ELEVATION AT �iTL.ET END OF OUTLET PIPE To BE A AAiNatim OF I'-0" ROB.a7 - w Main Tank w Fencing and access gates required. ELEVATION Reserve 7' Dia x 16' Long Bollards should be installed to protect 3' acynnda •O Area f Li o O 4. ALL CONNECTIONS. (ELBOWS, WYES, ESC:) WITHIN PAY LIMITS FOR OUTLET PIPE O LLS1 - - - fV ` AAE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, Capped - Tested Source Valve Auxiliary Valve - threaded with plug Concrete Pad ource Valve as defined in NFPA 9 - 2005 edition section 5.1.4.3 uxiliary Valve is not a code equirement but a recommendation. - Grade t 5' y p N@ U O � W Standard Bollard Detail NOTE: NFPA 99C Section 5.1.3.4.13.3 States Copper Ground Rod 12'x 12' Concrete Allowance for at least V-0" of clearance around storage Off -Load Must Be N Off -Load Area container, vapodzer(s) and pressure -regulating Clean & Level @ - Centered on manifold for system maintenance and operation. Driveway Grade Tank Pad and @ Driveway Grade 4" Compacted Crushed Stone Base 244 7) NOTE: NFPA Section 5.1.3.4.13.10 F ... SSrONAL ESO 'ICE States vaporizers shall have a means to and on uinearin00 information disclosed hereon are gas company Drovldrng ft entl ere not 1111 e tllsaeminated or Standard Bollard Detail written consent of such Air as loin an .This proprietary 0 z' switch for de -Icing. By way of manual or 3. INVERT ELEVATION AT �iTL.ET END OF OUTLET PIPE To BE A AAiNatim OF I'-0" ROB.a7 automatic valving. N w Fencing and access gates required. ELEVATION Bollards should be installed to protect equipment. - Grade r - y p N@ U O � W Standard Bollard Detail t`•> Gallon �I Copper Ground Rod 4'? Horizontal !, 3/4" x 10'-0" l Main Tank o b. Primer: RUST-OLEUM Industrial Choice 340 VOC Alkyd Enamel Primer. ... ' Off -Load Must Be c. Finish Coat: RUST-OLEUM Industrial Choice 340 VOC Alkyd Enamel Above Off -Load Pad Clean &Level @ Color to be Safety Yellow (206327). Grade Driveway Grade Apply Per Manufacturers Recommendations. 4" Compacted Crushed Stone Base For Shallow Rock For Rock Between OI Less Than 8' Deep 8' and 11' From Grade T -III ul- HIP Ground Rod Details Where Rock is Encountered Note : Issued By Date Grounding Shall Conform to NFPA 70 CONFIDENTIAL NOTICE National Electric Code, Article .501 This document and the designs specifications and en99ineerin information disclosed hereon are the proprietary properly of the Airgas company providing it and are not to be disseminated or reproduced wdhout theprlarexprase written consentafauch Airgas company. This proprietary Grounding Specifications document is being sent in confidence and only for consideration. the matter hereon. For Industrial / Commercial In accepting the loan of this document, recipient agrees to kee it and the matter disclosed her HCN1 inconfidenceandshallnotuseorpermittheirusefnanywa SstrimentaitoanyAlrgascompanies. and Healthcare Facility Use The AIa��88his nd�umeas"i�: poi°O �auPlxhnHlvwTy"}0;,�:euss ofythls document by any �, ,�,,, .1ini. y Date 4 2" RADIUS CONC. TO BE CLASS A-3 IF CAST IN PLACE, CLASS A4 IF PRECAST 14" I �2" RADIUS ra EA tt 10SURFACE ~SURFACE 00 BASE BASE SUBBASE 0'-6" 2'-0" 2" 3000 psi AIR 2" RADIUS ANTRAINED ' CONCRETE A' in 4°• A'. .4 o a a A. O �'t-1'-0"-►� �4" #57 STONE BEDDING VDOT STANDARD CG -6 NOT TO SCALE ��Ili��� ��i►�� r��� rrii - CRUSHED AGGREGATED BASE COURSE TYPE I SIZE 21A OR 22. COMPACTED SUBGRADE EXISTING CONCRETE PAVEMENT NOT TO SCALE PIP2 3/4"x3/4" Chamfer or Tooted Edge Transport Pad Typical All Around At Drive Grade See Typical Joint Detail DELINEATED ON Tank Pad Vaporizer Pad EXIST PAVEMENT (Level) (Level) 1011" ss� -Finish Grade 3" Clear ����� ���� 4" Compacted Typical Crushed Stone Firm Subgrade Typical Section Through Pads Chem Seal CS 2727 Sealant High Performance Polyurethtane Sealant By Neely Industries 1-800-242-1483 5ikaflex 1a or Other Appr thin Other Sealants Not Permitted 1/2,1 1/2" Polyfoam Board 1/2" Polyfoam Board {Use of Asphalt impregnated Y Board is Prohibited.} Clearance Clearance Typical Joint Typical Joint For Oxygen Service For Nitrogen or Argon Service Pad Installation Procedure 1, Site must be well drained and have sufficient soil bearing pressure to support the floating pads.. 2000 pounds per square foot is the minimum recommended soil pressure. 2. Excavate material to the proper elevation to accommodate the pad and base. The bottom of the excavation, or subgrade, must be firm and free of water. Make sure that the excavation has a 1path for the water to escape. Water must not be allowed to be trapped under the pads. If the bottom of thei excavation does not meet these specifications, the pads cannot be installed until corrective action has been taken. 3. Place aggregate base material in the excavation. The best material for the base is a clean, well graded crushed stone ranging from I" to dust. Compact this material uniformly with a vibrating plate or vibrating roller. The surface should feel like concrete when walked on. 4. Install forms with adequate strength and the proper grades. The surfaces of both tank pad and vaporizer pad shall be level. Install forms at the joints. Joints shall be constructed as specified/. Install the specified reinforcing bars with three inches (3") of clearance above the aggregate base. Maintain three-inch (3") clearance at edges and two-inch (2") clearance from the joints. 5. Pour concrete (4000 psi mix) and screed to the specified grades. After initial set, remove joint /forms and install the specified foam backer board prior to making the next pour. Saw cutting is not permitted. Finish the surface of the pads with a light broom finish and finish the edges with a chamfer or rradius. 6. After pad has cured for 28 days, caulk the joints with the specified sealant. SE of o Follow the manufacturer's instructions explicitly, yjA" pyo " *i HAW I* p�4e Z42780�yW Issued By Date a�sSroaALeEe? 'ONFIDENTIAL NOTICE his document and the designs. specifications and engineering information disclosed hereon are 3 - Alarms are Required 1) Reserve -in -Use (PSI) Pressure Switch in Regulation Cabinet 2) Reserve Pressure Low (PS2) Pressure Switch in Regulation Cabinet 3) Low Level Alarm (LLS1) Barton Gauge on Front of Tank @ Eye Level Wire to Terminal Strip in Regulation Cabinet HOSPITAL - OXYGEN SYSTEM LAYOUT BB 8/27/07 Concrete Fill 6" Dia. x e'-0" Lg. Slope Top For Drainage Schedule 40 Standard Wt. Pipe 2-05 Reinforcing Rings-/ 18" Diameter 16" Lap Bollard Locations: is Location Determined By Customer Based on Site Conditions to ° Protect Installation, • Location of Bollards Should Not Interfere with Any Access Gates (Prevent Gates From Opening Fully). ° • Typical Distance Between Bollards is 4'-0". Issued 2. Orr ,»cifications dee r - Diameter N@ U O � W Standard Bollard Detail 0 Bollard Pipe Paint Specification S a. Clean Surface Per SSPC- SP3 to Remove Rust and Scale N b. Primer: RUST-OLEUM Industrial Choice 340 VOC Alkyd Enamel Primer. 4 c. Finish Coat: RUST-OLEUM Industrial Choice 340 VOC Alkyd Enamel OF ay Color to be Safety Yellow (206327). �P'E �/ srAMEY `,o Apply Per Manufacturers Recommendations. RQAtI AN{! BRN]GE 5rA1VI±AiiUS 244 7) Data F ... SSrONAL ESO 'ICE - - VlrigtNHA REFARTI,ENT OF TFiANSPORTATtOh! and on uinearin00 information disclosed hereon are gas company Drovldrng ft entl ere not 1111 e tllsaeminated or Standard Bollard Detail written consent of such Air as loin an .This proprietary 0 z' Pad installation Procedure the proDdetery prouerly of tFe Alr y reproduced without the rior expr g p y p p ry For industrial / Commercial documentis'.In ant indantldanceandanlytarconaiaeretionotthematterhereon. For Industrial /Commercial aeon in accepting the loan of thl. document, recipient agteas to kee it and the matter disclosed hereon anies. and Healthcare Facility Use inconfiId.s.G ndshednofuIgor.Pon thairus.manywa "InamdtoanyAIgaacompaniea. and Healthcare FacilityUse y Date 4/1 /09 PIP 1 I The Airgas compartiee accept no resppo, bdity for the use or this document by any ., P I P ® xoos Ao-w. recipient, thio document is only for Alustrative oumosea. mno , Date 4/1/09 GEOTExTn.E DRAINAGE FABRIC PAYED SHOULDER UD -4 (OVERLAP a-0 AT TOP) LONGITUDINAL PERFORATED PIPE STAB j OPEN NG 20 AGGREGATE - CRUSHING- STRENGTH - - - - - GRKIED nRNFIAGE PAVEMENT -. TYPE..OF PIPE i:AYER -: - i4 ty,T. 4" NOG,[, DIAMETER A SMOOTH WALL PVC ,tai SUBOASE LAYER - ! r 4" PG+E SU6GRADE- OUTLET PIE CORRUGATED -PE AA5tiiO M-'252 . SEE NOTE t 457 AGGREGATE. Ra AGGREGATE OR CRUSHED CL MEETING r GRADA11ON REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS cEDOE OF P VED'SHQULDEF;1 vefflu CRUSHING STRENGTH TYPE OFPIPE NOTE: XW.T 4•' NOM, DIAMETER UNDERDRAIN IS TO BE CONSTRUCTED PAVED SHOULDER SECTION SMOOTH WALL PVC ,1Ra Z (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) sMo9TH WALL PE4 Psi1€Ix PER STD VDOT UD -4 DETAIL UDEROR 14 SHALL BE .CENTERED UNDER CURB AM OUTT,ER, X WALL-JWKNESS (ON) - INCHES d- - )(MM TESTED ACCORDING To ASTM D -24x,2 AT 5 X DEFLECTION. 1.0 MIN {-� OVA; _ma AT A OP DOW_ a+ GRADE OPEN GRA -CED PAVEMENT i° :. -s5 SHOULDER DRAINAGE. LAYER SEE NOTE 9 --EP- - - - �1p A•,"E LAYEtt ....... • VAIN LINE PAVEMENT FN7td'P PRFGAATED Y CONECCTIOU 5,8GRARE ILEI PIPE -EP SEE NATE 1 ., 4" -ES --- 7�/'V I57 AGGREGATE -#9 AGGREGATE OR CRUSHED PIPE 5T"DUD^4 REO'D#57 STONE GLASS sEETW Ma GRADATION REQUIREMENT, � .RECr4. CURB AND GUTTER SECTION 1 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER / 4'0 UNDLRDRA/N N PAVEMENT l NOTES- s EP F/L TER FABRIC t, F'1 ANNIMA1f: PROVIDED ATTAINING MUiAft M 4" Of AGGREGATE ON TOP OF PIPE EDGEDRAINS IN GORE AREAS ;ataA fD Y/ O y. ID f H T- o 1-% a O N _O Z \_ j.0_ m 00 r H Z W 0 U Z Z) O U 0_ w 0- 00 4� ON cit \ �0 CO r - (� O C\l� N N@ U O � W O d 00 0 � ,- 0 - `') S a N a 4 - (DROP INLET, MAAHOr,.E, ECT,I, NON-PERFORATEO':OUTLET PIPES ARE.NOT REQUIRED. O RQAtI AN{! BRN]GE 5rA1VI±AiiUS 244 7) .. - 1 4J - - VlrigtNHA REFARTI,ENT OF TFiANSPORTATtOh! Ca 0 z' 3. INVERT ELEVATION AT �iTL.ET END OF OUTLET PIPE To BE A AAiNatim OF I'-0" ROB.a7 N w _ AHOYE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRMTUE.'1: O f Li 00 O 4. ALL CONNECTIONS. (ELBOWS, WYES, ESC:) WITHIN PAY LIMITS FOR OUTLET PIPE U NOT TO SCALE UTIl_l IN LIEU OF PERFORATED PIPE: - ER ._R TE P .. SHAI,t,- MAINLINE: ROAD* A1` a, THE. LENGTH OF PIPE BETWEEN THE WYE CONNECTION AFD THEEW-12 SHH.L. EE ST'D. CUii9 -1 I I. - Q •O (� O C\l� N N@ U O � W O d 00 0 � ,- R. WIEN THE t orN[aTt DSNAt PIPE, CONNECTS DIRECTLY .iTa A DRAINAGE STRUCTURE - `') O a a - (DROP INLET, MAAHOr,.E, ECT,I, NON-PERFORATEO':OUTLET PIPES ARE.NOT REQUIRED. N RQAtI AN{! BRN]GE 5rA1VI±AiiUS 244 7) SHEET 2 OF' 2 � N - - VlrigtNHA REFARTI,ENT OF TFiANSPORTATtOh! W � 3. INVERT ELEVATION AT �iTL.ET END OF OUTLET PIPE To BE A AAiNatim OF I'-0" ROB.a7 2416 ROAt1 & BRIDGE STAt9iDARDS N I _ AHOYE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRMTUE.'1: O f Li 00 O 4. ALL CONNECTIONS. (ELBOWS, WYES, ESC:) WITHIN PAY LIMITS FOR OUTLET PIPE - - - NOT TO SCALE UTIl_l IN LIEU OF PERFORATED PIPE: - ER ._R TE P .. SHAI,t,- MAINLINE: ROAD* A1` a, THE. LENGTH OF PIPE BETWEEN THE WYE CONNECTION AFD THEEW-12 SHH.L. EE ST'D. CUii9 -1 I I. - Q •O (� O C\l� N N@ U O � W O d 00 0 � ,- R. WIEN THE t orN[aTt DSNAt PIPE, CONNECTS DIRECTLY .iTa A DRAINAGE STRUCTURE - `') O ' SPECt CATION. - (DROP INLET, MAAHOr,.E, ECT,I, NON-PERFORATEO':OUTLET PIPES ARE.NOT REQUIRED. N RQAtI AN{! BRN]GE 5rA1VI±AiiUS 244 7) NOT TO SCALE UTIl_l IN LIEU OF PERFORATED PIPE: - ER ._R TE P .. SHAI,t,- MAINLINE: ROAD* A1` a, THE. LENGTH OF PIPE BETWEEN THE WYE CONNECTION AFD THEEW-12 SHH.L. EE ST'D. CUii9 -1 I I. L141TED TO No MORE THAN N-011 TO PERMIT CAMERA INSPECTION Or THE MAN LIE IN EtTFER DIRECTION. - �& CUTTER 1�ERDRAIN BETWEEN THE LIMITS Or ST'D,-CURV COMMERCIAL ENTRANCE' CURE RETURNS k GUTTER �`Il E£ NONPERFORATED PIPE. ANNOT 9, HE MAINTAINED N5 WHEN NDE CU DEPTH UTTE , NO, 23 OAGGREGATED .IAALL BE SED - BE ER CURBS SDGU CURB NNQ. GUTTER, FiO. 2tB AGGREGATE SHALL e€ USED UNOQt CURB AND GUTTER. - R. WIEN THE t orN[aTt DSNAt PIPE, CONNECTS DIRECTLY .iTa A DRAINAGE STRUCTURE NO. 218, MAY ALSO BE USED FROM TOP OF STABR.RED OPENGRADED MATERIAL LAYER AND.CU.RB AND GUTTER.._ - ' SPECt CATION. - (DROP INLET, MAAHOr,.E, ECT,I, NON-PERFORATEO':OUTLET PIPES ARE.NOT REQUIRED. -{ ,�r� �� �,�3r^� p {y ,/ r��•'� �} h� � 1 t"UYQ,1't1�El r �l1V�FYI�NT E[.f'1.�Ef�ila�'I'I RQAtI AN{! BRN]GE 5rA1VI±AiiUS 244 REViSKIN 9AT'E SHEET 2 OF' 2 2513 SD,. - - VlrigtNHA REFARTI,ENT OF TFiANSPORTATtOh! 701 3. INVERT ELEVATION AT �iTL.ET END OF OUTLET PIPE To BE A AAiNatim OF I'-0" ROB.a7 2416 ROAt1 & BRIDGE STAt9iDARDS I _ AHOYE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRMTUE.'1: =� f 4. ALL CONNECTIONS. (ELBOWS, WYES, ESC:) WITHIN PAY LIMITS FOR OUTLET PIPE - - - - AAE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, COMMERCFAL SIDEWALK OR �• C OUTLET PPES AAE TO BE INSTALLED ON 2X MIN. (3% DESIRABLE) GRAPE AND PERFORATED ENTRANCE UNPAVED PACE ( �UNDERDFVMN (PER VDOT U D -4 I.00ATEfii EVERY ' 5O' MA,kNR�I OR AS -NOTED ON PLANS. TO CURELY CONNECTED TO EW 12 OTHER DRAINAGEA RORARN TRENCH WITH GAT PERFORATED ERDRAT ETD STRUCTURE. 7 WITHIN TBE LUfTS OF A COMA€RCGL ENTRANCE NON -P Fd A D IPE NOT TO SCALE UTIl_l IN LIEU OF PERFORATED PIPE: - ER ._R TE P .. SHAI,t,- MAINLINE: ROAD* A1` a, THE. LENGTH OF PIPE BETWEEN THE WYE CONNECTION AFD THEEW-12 SHH.L. EE ST'D. CUii9 -1 I I. MEN I� 0 0 :I!Cr (D m C Cr C LTJ 1� L141TED TO No MORE THAN N-011 TO PERMIT CAMERA INSPECTION Or THE MAN LIE IN EtTFER DIRECTION. - �& CUTTER 1�ERDRAIN BETWEEN THE LIMITS Or ST'D,-CURV COMMERCIAL ENTRANCE' CURE RETURNS k GUTTER �`Il E£ NONPERFORATED PIPE. ANNOT 9, HE MAINTAINED N5 WHEN NDE CU DEPTH UTTE , NO, 23 OAGGREGATED .IAALL BE SED - BE ER CURBS SDGU CURB NNQ. GUTTER, FiO. 2tB AGGREGATE SHALL e€ USED UNOQt CURB AND GUTTER. - NO. 218, MAY ALSO BE USED FROM TOP OF STABR.RED OPENGRADED MATERIAL LAYER AND.CU.RB AND GUTTER.._ - ' SPECt CATION. RErERENGE -{ ,�r� �� �,�3r^� p {y ,/ r��•'� �} h� � 1 t"UYQ,1't1�El r �l1V�FYI�NT E[.f'1.�Ef�ila�'I'I RQAtI AN{! BRN]GE 5rA1VI±AiiUS 244 REViSKIN 9AT'E SHEET 2 OF' 2 2513 SD,. - - VlrigtNHA REFARTI,ENT OF TFiANSPORTATtOh! 701 ROB.a7 2416 ROAt1 & BRIDGE STAt9iDARDS MEN I� 0 0 :I!Cr (D m C Cr C LTJ 1� PROJECT DESCRIPTION: THE PROJECT CONSISTS OF ADDITION OF A CONCRETE PAD AS FOUNDATION FOR AN OXYGEN TANK AND INSTALLATION OF UNDERGROUND OXYGEN PIPE FROM THE TANK TO THE BUILDING. EXISTING SITE CONDITIONS: THE SITE IS COMPLETELLY DEVELOPED. THE PAD WILL BE LOCATED PARTIALLY WITHIN EXISTING CONCRETE LOADING AREA AND PARTIALLY ON CURENTLY GRASSED AREA. TO SATYSF BMP REQIREMENT TWO PARKING SPACES WILL BE REMOVED AND CONVERTED TO GRASSED LANDSCAPE ISLAND AS NOT TO INCREASE IMPERVIOUS AREA WITH THIS PROJECT. OFF-SITE AREAS: NO OFF-SITE AREAS WILL BE DISTURBED WITH THIS PROJECT. DOWNSTREAM DRAINAGE: THE DRAINAGE FROM THE CONSTRUCTION AREA IS BEING CAPTURED BY EXISTING STORM SEWER SYSTEM AND DISCHARGED TO EXISTING LAKE DOWNSTREAM OF THE PROPERTY. NO CHANGES TO DRAINAGE PATTERN ARE PROPOSED WITH THIS PROJECT. SOILS: THE SITE SOILS ARE: DYKE CLAY LOAM (2663), RABUN CALY LOAM (71C, 71D). EROSION CONTROL HAZARD MODERATE TO SEVERE. CRITICAL EROSION AREAS: THE ONLY FEASABLE EROSION CONTROL MEASURES WILL BE PERIMETER SILT FENCE INSTALLED TO PROTECT ADJACENT AREAS FROM RUN-OFF AND STORM INLET PROTECTION ON EXISTING INLETS. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE HANDBOOK. THE MINIMUM STANDARDS OF THE 'VESCR" SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES: SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED ON PAGE C5 OF EC PLAN, STORM DRAIN INLET PROTECTION - 3.07. ALL STORM SEWER INLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT -LADEN WATER SHALL BE FILTERED BEFORE ENTERING THE STORM SEWER INLETS. VEGETATIVE PRACTICES: TOPSOILING (STOCKPILE) - 3.30 TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILE LOCATION IS TO BE DETERMINED BY SITE CONTRACTOR TO BEST UTILIZE AVAILABLE SPACE AND APPROVED BY EC FIELD INSPECTOR. IT IS TO BE STABILIZED WITH TEMPORARY VEGETATION TEMPORARY SEEDING - 3.31 SEE MS -1 BELOW GENERAL MAINTENANCE NOTES: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1) THE SEDIMENT TRAPS WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT BUILDUP REACHES THE CLEANOUT POINT INDICATED ON THE RISER PIPE. 2) THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. 3) THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 4) THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. GENERALE & S CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE "VIRGINIA EROSION AND SEDIMENT CONTROL" HANDBOOK AND VIRGINIA REGULATIONS 9VAC 25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: ALBEMARLE CO.- ENVIRONMENTAL ENGINEERING REQUIRES MANDATORY NOTIFICATION 48 HOURS PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ON PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION CONTROL BLANKETS - 3.36 OR MULCH - 3.35 THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT. EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS AND WILL BE APPLIED AS A SECOND STEP IN THE SEEDING OPERATION. MANAGEMENT STRATEGIES: 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.. 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 6. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED. PERMANENT STABILIZATION: ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. STORMWATER MANAGEMENT CALCULATION OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES SIGNIFICANT INCREASE IN PEAK RUNOFF FROM DEVELOPED AREA BUT WILL BE DETAINED BY UNDERGROUND DETENTION FACILITY AND RELEASED INTO V -DITCH CHANNEL. MS -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 THEN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREA THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A) NO MORE THEN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME B) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCH C) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D) MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E) RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS NOTES: A) ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT DATES B) ALL ONSITE DRAINAGE EASEMENTS INCLUDING SWM/BMP DRAINAGE EASEMENT MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT C) THE ACCUMULATED SILT MUST BE REMOVED FROM THE SEDIMENT BASIN(S) PRIOR TO CONVERSION TO A PERMANENT SWM/BMP CONDITIONS D) ALL THE COMPONENTS NECESSARY FOR THE CONSTRUCTION OF THE SEDIMENT BASIN(S) MUST BE ON SITE PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT E) THE SWM/BMP MUST BE CERTIFIED BY THE PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY OCCUPANCY CERTIFICATES Coarse Spray F) A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT to G) AT THE TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD SIGNS MUST BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS MAY BE INSTALLED ON TRIPOD DEVICES AND SHOULD STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING HIGHWAY" � O U� SEEDING MIXTURES. RATES AND DATES: SOUTHERN PIEDMOND AND r0A_STAI PI AIN U n1.or mays, use iv ialA german menet or z io/A weeping iovegross in place of annual ryegrass. b AfterMay 1, Kpreon lespedeza will not reseed itself. You may increase the amount of other legumes accordingly. Source: VA SWCC ORGANIC MULCH MATERIALS AND APPLICATION RATES FOR TEMPORARY SITES RATES DATES PER PER 3/1 4/15 8/1 SITE SEEDING CONDITIONS MIXTURES ACRE 1000 ftjs2 tO 4/15 tO 8/1 tO 10/15 Coarse Spray mulch blower or by hand. to winter cover to to Fiber Mulch High 1. Tall fescue -90% Do not use as mulch for winter � O U� 1500 lbs 4/30 cover or during hot, dry periods. Maintaince Lawns Kentucky bluegrass -10% 250 lbs. 6 lbs. X no X Low Maintaince General Use 2. Tall fescue -50% Ladino clover -10% Red clover -10% Korean lespedeza-15% Annual ryegross-15% 80 lbs: 2 lbs. X (a,b) X X Use spring varieties (e.g., Noble). 3. Tall fescue -50% not less than 50 lbs.) by hand. Wood Chips 4-6 tons Sericea lespedeza-30% Annual ryegrass-20% 70 lbs. 1.5 lbs. X (a) X X Droughty Area, Sandy Soils 4. Tail fescue -50% Sericea lespedeza-20% Korean lespedeza-15% Annual ryegrass-15% 80 lbs: 2 lbs. X (a,b) X X Poorly Drained Areas 5. Tall fescue -60% Korean lespedeza-20% Annual rryyegrass-10% Redtop-5% 80 lbs. 2 lbs. X (o,b) X X U n1.or mays, use iv ialA german menet or z io/A weeping iovegross in place of annual ryegrass. b AfterMay 1, Kpreon lespedeza will not reseed itself. You may increase the amount of other legumes accordingly. Source: VA SWCC ORGANIC MULCH MATERIALS AND APPLICATION RATES FOR TEMPORARY SITES RATES Recommended Application of Agricultural Limestone MULCHES Per Acre Per 1000 sq.ft NOTES Straw or Hay 1.5-2 tons 70-90 lbs. Free from weeds and coarse matter. 5/1 (Minimum 2 2/15 Must be anchored. Spread with 9/1 tons for over Coarse Spray mulch blower or by hand. to winter cover to to Fiber Mulch Minimum 35 lbs. Do not use as mulch for winter � O U� 1500 lbs 4/30 cover or during hot, dry periods. 11/1 4/30 9/1 Apply as slurry Corn Stalks 4-6 tons 185-275 lbs. Cut or shedded in 4-6" lengths. X - - Air-dried. Do not use in fine turf - - Use spring varieties (e.g., Noble). areas. Apply with mulch blower or not less than 50 lbs.) by hand. Wood Chips 4-6 tons 185-275 lbs. Free of coarse matter. Air-dried. RYE (id) (Secaile cereals) 2 bu. (up to 110 lbs. not less than 50 lbs.) Treat with 12 lbs nitrogen per ton. X - X Do not use in fine turf areas. Apply - X Use for late fall seedings, winter cover. Tolerates cold and low with mulch blower, chip handler, or lby hand. Bark Chips 50-70 cu. Yds. 1-2 cu. Yds. Free of coarse matter. Air-dried. Or GERMAN MILLET (Setaria italica) 50 lbs. Do not use in fine turf areas. Apply Shredded Bark X - with mulch blower, chip handler, or X - May be added in mixes. Will by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. Or 45 lbs./1000 sq. ft. LIMING REQUIREMENTS FOR TEMPORARY SITES Agricultural Limestone Recommended Application of Agricultural Limestone Below 4.2 3 tons per acre 4.2 to 5.2 2 tons per acre 5.2 to 6 1 ton per acre source: VA 5NUU TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES ADHESIVE SEEDING RATE NORTH ISo SOUTH (Sb Coarse Spray SPECIES PLANT CHARACTERISTICS 12.50 Fine Spray 3/1 5/1 8/15 2/15 5/1 9/1 7:1 Coarse Spray 450 to to to to to to N 0 U 0 a� U o � O U� � 0 4/30 8/15 11/1 4/30 9/1 1/15 OATS 3 bu. (up to 100 lbs. 2 lbs. X - - X - - Use spring varieties (e.g., Noble). (Avena sativa) not less than 50 lbs.) RYE (id) (Secaile cereals) 2 bu. (up to 110 lbs. not less than 50 lbs.) 2.5 lbs X - X X - X Use for late fall seedings, winter cover. Tolerates cold and low moisture. GERMAN MILLET (Setaria italica) 50 lbs. approx. 1 Ib. - X - - X - May be added in mixes. Will mow out of most stands. ANNUAL RYEGRASS (d; 60 lbs. 1.5 lbs. X - X X - X ANNUAL RYEGRASSIsc (Loliurn multi-florum) I I (Lolium multi-florum) WEEPING 15 lbs. 5.5 ozs. - X - - X - Warm -season perennial. May LOVEGRASS (Eragrrostis curvula) bunch. Tolerates hot, dry slopes and acid, infertile soils. May be added to mixes. KOREAN LESPEIDEZA (c) 25 lbs. approx. 1.5 Ibs. X X - X X - Warm season annual legume. Tolerates acid soils. May be (Lespmdezo stipulacea) added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Souithem Piemond and Coastal Plain. c May, be used as a cover crop with spring seeding. d May, be Used as a cover crop with fall seeding. X May be planted between these dates. - Mayl& be ploneted between these dates. LIME AND FERTILIZER LIME AND FERTILIZER NEED SHOULD BE DETERMINED BY SOIL TEST. SOIL TESTS MAY BE PERFORMED BY COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI&SU, OR BY ,A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORTORY IS AVAILABLE FROM COUNTY EXTENSION AGENTS. REFERENCE APPENDIX 3.32-D FOR LIMING APPLICATIONS (IN LBS.) NEEDED 'TO CORRECT UNDESIRABLE PH FOR VARIOUS SOIL TYPES. UNDER UNUSAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMANDMENTS WILL BE APPLIED: LIME: COASTAL PLAIN: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000SQ.FT.) PIEDMONT AND APPALACHIAN REGION: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000 SQ.FT.) NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED. FERTILIZER: MIXED GRASSES AND LEGUMES: 1000 LBS/ACRE 5-20-10 (23 LBS./1000 SQ. FT.) IS PREFERRED; HOWEVER, 1000 LBS./ACRE OF 10-20-10 OR EQUIVALENT MAY BE USED. GRASS STANDS ONLY: 1000 LBS/ACRE 10-20-10 OR EQUIVALENT NUTRIENTS, (23 LBS./1000 SQ.FT.) OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW-RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WAER QUALITY STANDPOINT), MAY BE USED PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. INCORPORATION: LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 4-6 INCHES OF THE SOIL BY DISCING OR OTHERS MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN APPLYING LIME AND FERTILIZER WITH A HYDROSEEDER, APPLY TO A ROUGH, LOOSE SURFACE. TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL ADHESIVE DILUTION TYPE OF (ADHESIVE:WATER) NOZZLE APPLICATION RATE (GALLONS PER ACRE) Anionic Asphalt Emulsion 7:1 Coarse Spray 1200 Latex Emulsion 12.50 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emul ion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 3507 �1�IA w Fn 0 O } � 000 E-4 N Q a z6 \ o I- p O0 SO UU,, CL a: 1 r r 0 w 0 z w O v z D O O tr w a 00 CO CO N 00 00 o CO i C) N W �b0 N Z Z 7� 0 N 0 U 0 a� U o i FSI a CO N 00 00 CO i C) N W �b0 N Z Z 7� 0 N 0 U 0 a� U o � O U� � 0 o 00 w v 4- 0 0 o U N �8 L v v lr F-= z w 00 0 0 !1 '1� PROP UNDERDRAIN U/G OXYGEN LINE per\ ' `'\ •':'gym,a..e�'''�'�*,,...�.✓'�'�'°,....�.✓''�''`�..�'"''�...,,.�'�'``�...,,'''a.,,.�,�'°j' ..r..�. S17E STATiSTlCS OWNER/DEVELOPER.- Sentara Martha Jefferson Hospital 500 Martha Jefferson Drive Charlottesville, Krginia 22911 Phone No.: (434) 654-7038 Attn.: Mr. Michael Spatz Emoik MRSPATZ®sentaro. com TAX MAP. 07800000003110 ZONING: PD—MC (ENTRANCE CORRIDOR) EXISTING USE.- OCC MEDICAL OFFICE BLDG (3 STORY), (OCTOBER GROSS SQUARE FOOTAGE 91,737 SO. FT. NET SQUARE FOOTAGE 91, 737(80.0= 73,J90 SO. BUILDING HEIGHT.- 49.5 FT.* CORNICE 2002 OCCUPANCY) WA 367 SPACES REQUIRED 424 SPACES EXISTING (PER SDP 200900089) 2 SPACES REMOVED PER THIS PLAN 422 SPACES PROVIDED • / 1 • SCALE: 1 ,0 V z W 1 R 9 n z w O U Z D O U w a - KIP va N O N � r �0 w^ 0c) O m0 o r N wll X 1` 0 W � N O 7— Z Z w W V U O_ U v C u o 00 W v a m0 � o N 1` W � N U xt O O N U O_ U v C u o 00 W v � Q O lfj v E'" N C4 a - I 00 O N c 3 a z w U) 00 0 11 0 R 5 h ? c ? K�55, F 03 9 c 1 W 6 of 7�4" Fg, 52 •76 7-- f� fJ �(J �l -5.05 1113111 c ~� sAW ;CL�_T;;AND REMOVE_.,_" EXISTING `CURB -AND PAVEMENT x 25.27 i t t J Q SAW CUT AND REMOVE ASPHALT REPLACE DISTURBED ASPHALT SIDEWALK `) r,_° (MATCH MATERIAL AND THICKNESS) i r� ( �° 625 +� (99 n ' ��;�4SF 1' -5--LF---QF SJ T J. r �L C_ i{ / C' (y Y} b� x-�y.� . r 53 �,L• °.>�.~�'--....' d {.:`., ) 1 l� t�jV�'/ J 1 . o� 52imj A Y � d V) '004 �� O >-� < N041 a Z fl" O �y I-- 00 SAW CUT AND REMOVE ASPHALT _- DIGREPLACE DISTURBED ASPHALT SIDEWALK BEFORE YOU -70 CALL (MATCH MATERIAL AND THICKNESS) i —800-552-700 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE r n \tD .` a gm " ` a' K ,-s, • u < I � }- a ' -L. ..�`"`` ., ,..i .� l_� . ,) /� � ��,/1 � 1 1 f /lr • .,,, 1��f��t��t � , k.. .i` ➢ s \\ ? r `�. ��� F�� v t ..� � � � . � �'~� `r � � ra � ,fir w.,, V .a l_i C� �,� I .� SAW CUI AND REMOVE il`. m r .. . � � EXISTING CURB Al PAVEMENT J s 't f✓/,' INS t 29 N. +� ° " •• ` icy t SFi y \ ` x (i' r= _ ,, •�: t*x . 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V` 1/f(!�Y Z t % T f S l <7 3 fo(/ >_%_ ` \ ` 1j /f/ / 0 i \ !Yr zr ,5J ��+ ��J1 itk ,fir!! i 1 0 W Q 0 Z N O N � 0 m1'-O_ r, C,4 0_ :2 re- r IZ (D d U W CL' x % y / �,3'33�',',`rii'1i� s1 `�+, \ 7�p'`r x °c9 l � ` � � ••�, � -~. .� �„>..s..y - v � �: '`�¢�t'd"`.`',,.� ," ., j r i � ' J �x�..�/1,\`,\�r`�•��"�ffi %�"J, ) 71 522.57 ,/; \y�� \ \ �r'J /Fjk• `_ �`, -.t, �'" : lo� l �i LI �� a r� lk 4b �Vl v �11Jt yy \ O AN A 4 520.35 f 'oa f z ''''' `� ,, J� 1. t'U ✓1 4\ f A ', i \i? a ,;, '' \y.`,a.,x co -'r ::' ...\ •',\� y \ .4j fir" +.2 ,r C! }„ Ji !_l �, 1 / aa��r`u, •17 -s- Grass d s ' UI2' J 'Jt�iv ! rM f Q v i> �;r'" �. a . \a Cir a P t tJ ,,,,•° Ly _ _ C -y R i, '.d `l, 1'��, -',<1 'a (\ Ci,a - 's„,t t �1'. _ ,.r _ a= fes.. V u /� Z ,.s'" \ ,\,% ,•°'"...sr J2Sx U l,.y. ,J .: "v'"=" Q' 1 Z _ i a., ,,.f- a� e a �r'- �` t[} �' , r� q7 '� 1 .z,. . , - s � 1. f ' t, t ^�._. � �, '.i' 1 ' l 1 �. X , .E .,y �;'i ,`� 1- [;y ,:,,• ,,.''( T.J ✓� �.,;.,-1.,, J r r�'` .?S _.,�.3�r hy�—,�s X11^ rjk'i, �•-'" 1 I� ..SA \ i \ / 1 ,� r� S " O f,a3%rt /� CUT OVE RET 9 W AND REM C C > z a` \ t' z r -- CE {. ,� ��J � _� ,R�� ,l-�f=RtT.,q�, `DISTURBED SIDEWALK ' a - -' 13 � , 4r1, , ( � #ERIAL AND TH NESS z y,�a_�.us E� ._� }� �' M ICK ) ggtil MIL `>' J !1 x -` . `, a'`r'r;...y' .-J : ] =i '� C+'+',.* 90 f mfr a A O U t (Ld >a , n v 1 - \ 1 t+--. W 44 } - t �' ✓1 `.3� t I 0�� � ' ,moi `.� t ✓�F ,f,,' k`l"' Q �oj 41 <7��-�;� Y c: r-, uv v. ui s ✓iSJ22.Q y J j �� C Via �,. .:, C `p m ', CS rjt \ 7 f f tee= � J'� - � ='r �� Y "''�. = ` Q c , ^ , =J /i _.) `=tea,. �r11 pr I -• z .r 1VR A , *xi+ Ja�uacs- 3� �, u� 5 e PZI '� `.,, V x 21 02 .. � �.��..,�,� � , y" � � � .,"ass` 4w �)yy e r IP 1 rS 1 y > �•. L.1 , .„1 .. .,..- .•:-� i r' Co t-'.` `) .;.� ," y.``�, a. �: '� 'a '' h +.ars °�`,,O \ <J 1� SOIL NAME & MAP SYMBOL pp� fOOD/NG HIGH WATER TABLE BEDROCKPO1Z'N17AL FROST RISK OF CORROSION FREOUENCY DUR477ON MONTHS DEPTH KIND MONTHS DEPTH HARDNESS UNCOATED CONCRETE THIS SOIL HAS 6000 TIL N. THE SURFACE LAYER /S MODEM TEL Y 4 FRIABLE AND EASILY TILLED wHE7N MOIST, BUT /T BREAKS UP INTO FRABLE AND EASILTY RUM #HEN MOIST, BUT /T BREAKS INTO MEDIUM. TH/S SOIL COMMONLY IS STRONGLY AC/D OR VERY f CLOGS IF THE SOIL /S TILLED WHEN TOO NFT OR TOO DRY. THE STRONGLY ACID THROUGHOUT, UNLESS LIMED BEDROCK /S SUBSOIL HAS LOW SHR/NK SWELL POTENTJAL. THE ROOT ZONE i' 1j STEEL M A DEPTH OF 40 INCHES OR MORE. THE ORGANIC MATTER CONTENT 2683 B NONE MED/UM. TH/S SOIL COMMONLY /S SLIGHTLY ACID M S7ORN5LY >16.0 ACID THROUGHOUT,' BUT REACTION /N THE SURFACE LAYER /S >60 MODERATE HIGH MODERATE DYKE THE SLOPE AND THE CLAYEY SUBSOIL ARE TN ANN LIM/TATTONS FOR SLOPE, LOW STRENGTH, AND CLAYEY SUBSOIL ARE THE MANN NONFARM USES SLOPE LIMITS USE OF THIS SOIL AS A BU/LD/NG LIMNTAAONS FOR NONFARM USES SLOPE AND THE LOW STRENGTH S/TE FOR RECREATIONAL AREAS. SLOPE AND THE CLAYEY SUBSOIL OMIT THE USE OF TH/S SOIL FOR LOCAL R040S AND STREWN. ARE LIMITATIONS FOR SANITARY LAMDRLLS. TRE LOW STRENGTH AND SLOPE' AND THE CLAYEY SU8SO/L UM/T USE OF THE SO/L FOR x 25.27 i t t J Q SAW CUT AND REMOVE ASPHALT REPLACE DISTURBED ASPHALT SIDEWALK `) r,_° (MATCH MATERIAL AND THICKNESS) i r� ( �° 625 +� (99 n ' ��;�4SF 1' -5--LF---QF SJ T J. r �L C_ i{ / C' (y Y} b� x-�y.� . r 53 �,L• °.>�.~�'--....' d {.:`., ) 1 l� t�jV�'/ J 1 . o� 52imj A Y � d V) '004 �� O >-� < N041 a Z fl" O �y I-- 00 SAW CUT AND REMOVE ASPHALT _- DIGREPLACE DISTURBED ASPHALT SIDEWALK BEFORE YOU -70 CALL (MATCH MATERIAL AND THICKNESS) i —800-552-700 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE r n \tD .` a gm " ` a' K ,-s, • u < I � }- a ' -L. ..�`"`` ., ,..i .� l_� . ,) /� � ��,/1 � 1 1 f /lr • .,,, 1��f��t��t � , k.. .i` ➢ s \\ ? r `�. ��� F�� v t ..� � � � . � �'~� `r � � ra � ,fir w.,, V .a l_i C� �,� I .� SAW CUI AND REMOVE il`. m r .. . � � EXISTING CURB Al PAVEMENT J s 't f✓/,' INS t 29 N. +� ° " •• ` icy t SFi y \ ` x (i' r= _ ,, •�: t*x . '\''' •r, 'M1 ',�:a '�z1�'1 h '1 j111111.� i7 f / .c 191 C G1_7J, G L!tir��_,\ r! 1 \\\ , _�,g ; i S' -4- Lia_ I SJ '1l �J ` c:,/( 1 ` i Gy "n?,/ .z c rt \ SCCS s i 1 Ci c L1 ^. ,a� S, _ y,? C'..% Con C".. '' I� ., ',i J �a ',� i!'' +'• \:�q i ;," `t5� :t. ,-,. ,,�,✓ rte", ��l/l, 1t� \ .\�,!/ G '� ..i', �._ 1 �j •c� ,� 1 a �,'` '�' ,_ ;"'moi, 0.f '.'•,�%f (i if 1,, .l . f'w,.. J`= g 6, a ( ♦ ji✓ Concrete Grass ( � /1 s_f{;. � ,�J \g � ._�l\\,i�-.��i11 \ r -y 71 1 <T /1 -� •'''' �f\ �'tl ✓ '�'y`�\, a j ; j1\`II �.� ,\\� � 1 Ali i7r�t,��l.} t� ! � ��1 C_.? Y``. l\ if v zn R'r' J '^ M s'aI ...✓`'•r e ar, D '" ✓ t'" 3 'r! �,-� "�tt'�, "`.� g (- \ x52,31i3 -�.; , ,/ ! r `t3a J 22. jJ ,� _ K3 .,'i ' ,�' 1 All 520 85 f ,•, �-'a r, .a `' �"�.G„ ``,a, ^ �. <y,�• , \ `' '' `",J t lki Qk V '3'•<'C1+fit `m �_J_ V n-..�;' t>br Ka `-s,_.S7 J, i�tdlli til, `""•*a:,.. V` 1/f(!�Y Z t % T f S l <7 3 fo(/ >_%_ ` \ ` 1j /f/ / 0 i \ !Yr zr ,5J ��+ ��J1 itk ,fir!! i 1 0 W Q 0 Z N O N � 0 m1'-O_ r, C,4 0_ :2 re- r IZ (D d U W CL' x % y / �,3'33�',',`rii'1i� s1 `�+, \ 7�p'`r x °c9 l � ` � � ••�, � -~. .� �„>..s..y - v � �: '`�¢�t'd"`.`',,.� ," ., j r i � ' J �x�..�/1,\`,\�r`�•��"�ffi %�"J, ) 71 522.57 ,/; \y�� \ \ �r'J /Fjk• `_ �`, -.t, �'" : lo� l �i LI �� a r� lk 4b �Vl v �11Jt yy \ O AN A 4 520.35 f 'oa f z ''''' `� ,, J� 1. t'U ✓1 4\ f A ', i \i? a ,;, '' \y.`,a.,x co -'r ::' ...\ •',\� y \ .4j fir" +.2 ,r C! }„ Ji !_l �, 1 / aa��r`u, •17 -s- Grass d s ' UI2' J 'Jt�iv ! rM f Q v i> �;r'" �. a . \a Cir a P t tJ ,,,,•° Ly _ _ C -y R i, '.d `l, 1'��, -',<1 'a (\ Ci,a - 's„,t t �1'. _ ,.r _ a= fes.. V u /� Z ,.s'" \ ,\,% ,•°'"...sr J2Sx U l,.y. ,J .: "v'"=" Q' 1 Z _ i a., ,,.f- a� e a �r'- �` t[} �' , r� q7 '� 1 .z,. . , - s � 1. f ' t, t ^�._. � �, '.i' 1 ' l 1 �. X , .E .,y �;'i ,`� 1- [;y ,:,,• ,,.''( T.J ✓� �.,;.,-1.,, J r r�'` .?S _.,�.3�r hy�—,�s X11^ rjk'i, �•-'" 1 I� ..SA \ i \ / 1 ,� r� S " O f,a3%rt /� CUT OVE RET 9 W AND REM C C > z a` \ t' z r -- CE {. ,� ��J � _� ,R�� ,l-�f=RtT.,q�, `DISTURBED SIDEWALK ' a - -' 13 � , 4r1, , ( � #ERIAL AND TH NESS z y,�a_�.us E� ._� }� �' M ICK ) ggtil MIL `>' J !1 x -` . `, a'`r'r;...y' .-J : ] =i '� C+'+',.* 90 f mfr a A O U t (Ld >a , n v 1 - \ 1 t+--. W 44 } - t �' ✓1 `.3� t I 0�� � ' ,moi `.� t ✓�F ,f,,' k`l"' Q �oj 41 <7��-�;� Y c: r-, uv v. ui s ✓iSJ22.Q y J j �� C Via �,. .:, C `p m ', CS rjt \ 7 f f tee= � J'� - � ='r �� Y "''�. = ` Q c , ^ , =J /i _.) `=tea,. �r11 pr I -• z .r 1VR A , *xi+ Ja�uacs- 3� �, u� 5 e PZI '� `.,, V x 21 02 .. � �.��..,�,� � , y" � � � .,"ass` 4w �)yy e r IP 1 rS 1 y > �•. L.1 , .„1 .. .,..- .•:-� i r' Co t-'.` `) .;.� ," y.``�, a. �: '� 'a '' h +.ars °�`,,O \ <J 1� SOIL NAME & MAP SYMBOL HYDROLOGIC GROUP fOOD/NG HIGH WATER TABLE BEDROCKPO1Z'N17AL FROST RISK OF CORROSION FREOUENCY DUR477ON MONTHS DEPTH KIND MONTHS DEPTH HARDNESS UNCOATED CONCRETE THIS SOIL HAS 6000 TIL N. THE SURFACE LAYER /S MODEM TEL Y MATTER CONTENT /S LOW, AND THE ANTUR4L FERTILITY /S FRIABLE AND EASILY TILLED wHE7N MOIST, BUT /T BREAKS UP INTO FRABLE AND EASILTY RUM #HEN MOIST, BUT /T BREAKS INTO MEDIUM. TH/S SOIL COMMONLY IS STRONGLY AC/D OR VERY CLODS /F THE SO/IL /S TILLED WHEN TO WET OR TO DRY. THE CLOGS IF THE SOIL /S TILLED WHEN TOO NFT OR TOO DRY. THE STRONGLY ACID THROUGHOUT, UNLESS LIMED BEDROCK /S SUBSOIL HAS LOW SHR/NK SWELL POTENTJAL. THE ROOT ZONE SUBSOIL MS LOW SHR/NK SWELL POMV774L. THE ROOT ZONE &TEND ACTION STEEL M A DEPTH OF 40 INCHES OR MORE. THE ORGANIC MATTER CONTENT 2683 B NONE MED/UM. TH/S SOIL COMMONLY /S SLIGHTLY ACID M S7ORN5LY >16.0 ACID THROUGHOUT,' BUT REACTION /N THE SURFACE LAYER /S >60 MODERATE HIGH MODERATE DYKE THE SLOPE AND THE CLAYEY SUBSOIL ARE TN ANN LIM/TATTONS FOR SLOPE, LOW STRENGTH, AND CLAYEY SUBSOIL ARE THE MANN NONFARM USES SLOPE LIMITS USE OF THIS SOIL AS A BU/LD/NG LIMNTAAONS FOR NONFARM USES SLOPE AND THE LOW STRENGTH S/TE FOR RECREATIONAL AREAS. SLOPE AND THE CLAYEY SUBSOIL OMIT THE USE OF TH/S SOIL FOR LOCAL R040S AND STREWN. ARE LIMITATIONS FOR SANITARY LAMDRLLS. TRE LOW STRENGTH AND SLOPE' AND THE CLAYEY SU8SO/L UM/T USE OF THE SO/L FOR 718, 71C, 71D, 71& SANITARY LAMDRUS SLOPE IS A LIMITATION FOR RECRETNONAL DEVELOPMENT. THE LOW STRE7NG7R AND EXCM LINES LIMIT USE OF THE SOIL AS A SOURCE OF RAAORLL. 7283, 72C3, 72D3, 72E3, 73C, 73D, 73E B NONE >40 >60 MODERATE HIGH MODERATE RABUN 2683—DYKE CLAY LQAM. 2X TO 7X SLOPES, SEVFREZY D7FODM 710— R48UN CLAYS LQW, 7 TO 15 PERCENT SLOPES THIS DEEP, 710 R48UN CLAY LM, 15 TO 25 PEWENT SLOPES. THIS DEEP, DYKE SOILS ARE DEEP AND WELL DRAINED PERMEABILITY AND STRONGLY SLOPING NFLL DRAINED SOIL /S ON NARROW CONVEX MODERATELY STFEI° WELL DRAINED SOIL /S ON CONVEX SIDES AVAILABLE WATER 6AAAC17Y ARE MODET?AT£. EROSION HAZARD RIDGETfOPS AND ON CONVEX SIDE SLOPE.. SLOPES VARIES W17H SLOPE AND TEXTURE FROM MODERATE TO SEVERE. PERMOW117Y AND AVALIABLE WATERICAPACff ARE MODEMTE. PERMEABIL17Y AND AVA81L/TY WATER CAPCITY ARE MODERATE. THE SUBSOIL HAS MODERATE' SHRINK—SWELL PIOTEN17AL. THE SURFACE RUNOFF 5 RAPID. THE THE HAZARD OF DVS/ON /S SURFACE RUNOFF /S RAPID. THE hGAMR0 OF EROSION IS SEVERE. ROOT ZONE EXTENDS TO A DEPTH OF 40 INCHES THE ORG01C SEVERE. THIS SOIL HAS GOOD &Th! THE SURFACE LAYER /S THIS SOIL HAS 6000 TIL N. THE SURFACE LAYER /S MODEM TEL Y MATTER CONTENT /S LOW, AND THE ANTUR4L FERTILITY /S FRIABLE AND EASILY TILLED wHE7N MOIST, BUT /T BREAKS UP INTO FRABLE AND EASILTY RUM #HEN MOIST, BUT /T BREAKS INTO MEDIUM. TH/S SOIL COMMONLY IS STRONGLY AC/D OR VERY CLODS /F THE SO/IL /S TILLED WHEN TO WET OR TO DRY. THE CLOGS IF THE SOIL /S TILLED WHEN TOO NFT OR TOO DRY. THE STRONGLY ACID THROUGHOUT, UNLESS LIMED BEDROCK /S SUBSOIL HAS LOW SHR/NK SWELL POTENTJAL. THE ROOT ZONE SUBSOIL MS LOW SHR/NK SWELL POMV774L. THE ROOT ZONE &TEND GEINER4LLY AT A DEPTH OF MORE THAN 5 FEEL. D7FAOS TO A DEPTIY OF 40 INCHES OR MORE. THE ORIGWIC M A DEPTH OF 40 INCHES OR MORE. THE ORGANIC MATTER CONTENT MATTER CONTENT IS MODEM7E AND THE NATURAL FERTTLITY /S /S M00ER47& AND THE NATURAL FERTTL/TY /S MED/UM. TH/S SOIL /S MED/UM. TH/S SOIL COMMONLY /S SLIGHTLY ACID M S7ORN5LY SLIGHTY ACID Tn STRONGLY ACID THRr011GHOOT, BUT /N THE SURFACE ACID THROUGHOUT,' BUT REACTION /N THE SURFACE LAYER /S LAYER /S VARIABLE BECAUSE OF L004L LIM/NG BEDROCK IS GENER4LLY VARA&E BECAUSE OF LOCAL LIMING. BEDROCK /S GE7VEMLLY AT A DEPTH OF MORE THIN 60 INCHES AT A bf PTY OF MORE THAN 60 INCHES THE SLOPE AND THE CLAYEY SUBSOIL ARE TN ANN LIM/TATTONS FOR SLOPE, LOW STRENGTH, AND CLAYEY SUBSOIL ARE THE MANN NONFARM USES SLOPE LIMITS USE OF THIS SOIL AS A BU/LD/NG LIMNTAAONS FOR NONFARM USES SLOPE AND THE LOW STRENGTH S/TE FOR RECREATIONAL AREAS. SLOPE AND THE CLAYEY SUBSOIL OMIT THE USE OF TH/S SOIL FOR LOCAL R040S AND STREWN. ARE LIMITATIONS FOR SANITARY LAMDRLLS. TRE LOW STRENGTH AND SLOPE' AND THE CLAYEY SU8SO/L UM/T USE OF THE SO/L FOR £XCES,S LINES LIMITS USE OF THE SOIL AS A SOURCE OF R040RU. SANITARY LAMDRUS SLOPE IS A LIMITATION FOR RECRETNONAL DEVELOPMENT. THE LOW STRE7NG7R AND EXCM LINES LIMIT USE OF THE SOIL AS A SOURCE OF RAAORLL. PC e 11 / I!5zma enA v -52V� 353 0: 52211-11.21cn Go rl s �j...� N 00 O r N I� EROSION CONTROL CONSTRUCTION SEQUENCE w 1. A PRE—CONSTRUCTION MEETING SHALL BE SCHEDULED BY y o THE OWNERS REPRESENTATIVE WITH A CERTIFIED RESPONSIBLE U LAND DISTURBER (CRLD) THE VSMP CONSTRUCTION ACTIVITY o x aj OPERATOR AND THE ENVIRONMENTAL INSPECTOR (OR ►-••� o AUTHORIZED REPRESENTATIVE), INSPECTOR FROM ALBEMARLE o COUNTY DEPARTMENT OF ENVIRONMENTAL ENGINEERING AT LEAST 48 HOURS PRIOR TO ANY VEGETATION OR LAND o DISTURBANCE ACTIVITIES. THE TREE SAVE AND BUFFER AREA �4 N FLAGGING IS TO BE INSTALLED PRIOR TO ISSUANCE OF LAND m o DISTURBANCE PERMIT. A LAND DISTURBANCE PERMIT WILL BE O ,o W ISSUED AT THE PRE—CONSTRUCTION MEETING. PRIOR TO .; ISSUANCE OF A LAND DISTURBANCE PERMIT, A SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST BE a, POSTED WITH ENVIRONMENTAL ENGINEERING. I� o 2. INSTALL PERIMETER SILT FENCING. 3. CLEAR AREA PER EC PLAN LAND DISTURBANCE LIMITS. 4. REMOVE PORTION OF EXISTING PAVEMENT AS INDICATED ON THE PLAN. 5. INSTALL UNDERGROUND OXYGEN. _� 1 6. INSTALL RETAINING WALL, CONCRETE PAD, CURB AND GUTTER. I I INSTALL UNDERDRAIN PIPE. ` I_ 7. PERMANENTLY SEED AND STABILIZE ALL DISTURBED AREA. i 8. ONCE APPROVAL OF SITE IS GRANTED BY ALBEMARLE COUNTY 10 0 10 20 30 ENVIRONMENTAL INSPECTION REMOVE ALL EROSION CONTROL MEASURES. SCALE: 1 "-10' 9• ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED C5 PER LATEST EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL. E 0 i co T 0 N c� c 3 z W V) 00 0 0 l i= 7 7) co 00 L a� W of W L n r) 525.32 6* CURB AROUND NEW ISLAND x '-25.27 f 2 5 1015 lb 'b A` A n I t _:Voc' 424 93 oa /ce D _P% K-2 _r7 I rfi\ _:�J!524 79 V /C 03 C.1 o/I 2 4. 7 6 .0 9 /r/m -,/&V= 519.88 Inv(ln) 6*,PVC=51761' Inv(out) 8" PVC=515.,97" ,Str. (5)= DI Meta/ Grate Rl?n k7ev= 519.74" Inv(in) 6",PVC=51769' 4.5 7 C­ PVCI 'D F/L= 81 �9 I I /_1 I — I ! I — I I 1J I / RETAINING WALL PER STRUCTURAL DESIGN ON SHEET S1.0 19x27 CONC SLAB FOR OXYGEN TANK (3" ABOVE OFF-LOAD PAD) EXISTING SIGN TO REMOVED/RELOCA PER OWNER'S DIRECTI1 PAVEMENT AND C( TO BE REM6 BOLLARDS AT ZZ -1- V b U a r< ilk' Gross V Z 5 Ook NEW GRASSED AREA= 316 SF REPLACE DISTURBED ASPHALT SIDEWALK (MATCH MATERIAL AND THICKNESS) ,BMP COMPLIANCE NEW IMPERVIOUS AREA ADDED WITH THIS PROJECT= 361 SF. (CONCRETE PAD) IMPERVIOUS AREA REMOVED WITH THIS PROJECT= 445 SF (GRASSED AREA) NO NET IMPERVIOUS AREA ADDED WITH THIS PROJECT THAT WOULD REQUIRE ADDITIONAL PHOSPHORUS TREATMENT PAVEMENT TO BI (NEW GRASSED AF BEFORE YOU DIG CALL 1-800-552-7001 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE COMPANY TION '% 4. 71 1 C] K �Qx�� -r/c 00 00 Lu, E co x, 2 4, 01 A so,�h a I w 4.68 X- 2 2' PARKING SPACES To TO COMPENSATE IMPERVIOUSNESS OF NEW BE REMC'�VED 2 OXYGEN PAD. PAVEMENT AND ALL COMPACTED SUBGRADE IS TO BE REMOVED I PRIOR TO INSTALLATION -pF. Top SOIL. o(p1l THIS AREA IS TO BE SEEDED WITH GRASS. g 0 X 0 0 IS TO HIRE PRIVATE'UT IMLOCATION COMPANY x FY EXACT FIELD L0_CA'TI0'N AND ELEVATION TIN WATER CONNECTIONS UO It A s5,'IdYllf'o I-) r) 6� /-7 6?1'7 d Storm Structures o = Sprinkler VGIV9 SOX St, @= Conc. DI U6tGl Light/Lamp Post Rim f /& v = 522.72' Inv(out) 18"RCP=514.50' wct(gr valve GGs Meter (2)=Conc. DI lectrIc Met&r Electric f1eCtr1C TrG17Sf0rM&,- (On -G/s&0( concrete) RIM f7ev= 52020' In v (//7) 18" RCP=510 48 Sign Post Inv (out) 18' RCP=510. 30' 0 = Storm Sewer C16GOOUt = Sprinkler C017 tr013 51r. a= Conc. DI (,gGckflow Pre venter, Pump, Tank ) Rim Bev= 514.01' Inv(ln) 18" RCF=50766' -E- = Undergroundf-I&CMA:- (Old Red 10clntool Z117es) -)= DI Metol Grate SM (A W61t&,-&7& (Slue Pointed Line) \Z/ /r/m -,/&V= 519.88 Inv(ln) 6*,PVC=51761' Inv(out) 8" PVC=515.,97" ,Str. (5)= DI Meta/ Grate Rl?n k7ev= 519.74" Inv(in) 6",PVC=51769' 4.5 7 C­ PVCI 'D F/L= 81 �9 I I /_1 I — I ! I — I I 1J I / RETAINING WALL PER STRUCTURAL DESIGN ON SHEET S1.0 19x27 CONC SLAB FOR OXYGEN TANK (3" ABOVE OFF-LOAD PAD) EXISTING SIGN TO REMOVED/RELOCA PER OWNER'S DIRECTI1 PAVEMENT AND C( TO BE REM6 BOLLARDS AT ZZ -1- V b U a r< ilk' Gross V Z 5 Ook NEW GRASSED AREA= 316 SF REPLACE DISTURBED ASPHALT SIDEWALK (MATCH MATERIAL AND THICKNESS) ,BMP COMPLIANCE NEW IMPERVIOUS AREA ADDED WITH THIS PROJECT= 361 SF. (CONCRETE PAD) IMPERVIOUS AREA REMOVED WITH THIS PROJECT= 445 SF (GRASSED AREA) NO NET IMPERVIOUS AREA ADDED WITH THIS PROJECT THAT WOULD REQUIRE ADDITIONAL PHOSPHORUS TREATMENT PAVEMENT TO BI (NEW GRASSED AF BEFORE YOU DIG CALL 1-800-552-7001 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE COMPANY TION I c 2 VAS t�q I(Q-1- J zc-" z_zzl- 11, S� Gross m m CN 00 00 p 18) 0 E co cy) 0 0 co I N c W b0o CN 0 X 0 0 IS TO HIRE PRIVATE'UT IMLOCATION COMPANY FY EXACT FIELD L0_CA'TI0'N AND ELEVATION TIN WATER CONNECTIONS UO I c 2 VAS t�q I(Q-1- J zc-" z_zzl- 11, S� Gross m IN m CN 00 00 p 18) 0 E co cy) 0 0 co I N c W b0o CN 0 X 7� r. 0 IN -FAVEMENT'AND CURB TO BOREMOVED GRASSED AgfAl' I 54 n . j F 'nomV 10 0 10 20 30 SCALE: 1 "=10' m C t X p 18) 0 E co 0 co I N c 0 X -FAVEMENT'AND CURB TO BOREMOVED GRASSED AgfAl' I 54 n . j F 'nomV 10 0 10 20 30 SCALE: 1 "=10' m GENERAL STRUCTURAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2012 VIRGINIA CONSTRUCTION CODE, PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VU SBC), EFFECTIVE JULY 14, 2014. NO LOADS IN EXCESS OF THE DESIGN LIVE LOADS LISTED SHALL BE IMPOSED UPON ANY AREA DURING CONSTRUCTION, UNLESS ADEQUATE SHORING OR OTHER MEANS IS PROVIDED TO SUPPORT THE EXCESSIVE LOADS, THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE IT IS FULLY COMPLETED. THE ERECTION PROCEDURE AND SEQUENCE INCLUDING THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER SHALL NOT HAVE THE AUTHORITY OR RESPONSIBILITY TO SUPERVISE OR DIRECT THE CONSTRUCTION WORK. ALL SECTIONS AND DETAILS, WHETHER EXPLICITLY CUT ON PLAN OR NOT, SHALL BE CONSIDERED TYPICAL AND SHALL APPLY AT SIMILAR CONDITIONS. 2, EARTH PRESSURES (EQUIVALENT FLUID PRESSURES) ACTIVE (CANTILEVERED WALLS) 30 PCF PASSIVE 300 PCF FRICTION COEFFICIENT FOR SLIDING 0.20 3. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318-11 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". f'c=3500 PSI ASTM A615 GRADE 60 (TYPICAL REINFORCING STEEL) EXPOSED CONCRETE SHALL BE FURNISHED WITH AN AIR -ENTRAINING ADMIXTURE PROVIDING AN AIR -CONTENT OF 6% (+/-11/2%) AT POINT OF PLACEMENT - REFER TO SPECIFICATIONS. 4. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF (ACI 530-11/ASCE 5-11/TMS 402-11) "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND (ACI 530.1-11/ASCE 6-11/TMS 6102-11) "SPECIFICATION FOR MASONRY STRUCTURES". ASTM C90 (BLOCK) ASTM C270 (MORTAR) - TYPE S (CMU), TYPE N (BRICK) ASTM 0476 (GROUT) - 2000 PSI MINIMUM COMPRESSIVE SRENGTH fm=l 500 PSI ASTM A615 GRADE 60 (REINFORCING) SOLIDLY FILL COLLAR JOINTS WITH MORTAR AS THE WORK PROGRESSES. PROVIDE STEEL SLEEVES AT PIPE PENETRATIONS (GALVANIZED AT EXTERIOR WALLS AND ALL BELOW GRADE WALLS). GROUT ALL CELLS OF FOUNDATION WALLS SOLID UP TO FINISH GROUND FLOOR.. ALL BLOCK CONTAINING VERTICAL REINFORCING SHALL HAVE TWO CELLS PER 16" BLOCK. CELLS SHALL ALIGN VERTICALLY AND BE GROUTED SOLID AT ALL REINFORCING LOCATIONS. BARS SHALL BE HELD IN PLACE BY REBAR POSITIONERS OR OTHER SUITABLE DEVICES AND SHALL BE CENTERED IN CMU UNO. IN VERTICALLY REINFORCED WALLS, USE LADDER TYPE (NOT TRUSS TYPE) REINFORCING IN HORIZONTAL MORTAR JOINTS. GROUT SLUMP SHALL BE 8" TO 11", PLACE GROUT PER ACI 530.1 SECTION 3.5 AND CONSOLIDATE BY VIBRATION, RECONSOLIDATE BY VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT. 5. SPECIAL INSPECTIONS ARE REQUIRED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (CHAPTER 17). REFER TO SECTION 014000 OF THE SPECIFICATIONS FOR THE GENERAL INSPECTION REQUIREMENTS. THE FOLLOWING IS A LIST OF ITEMS THAT REQUIRE SPECIAL INSPECTION. REFER TO THE REFERENCED SPECIFICATION SECTION FOR THE SPECIFIC REQUIREMENTS FOR EACH ITEM. THE INDEPENDENT INSPECTION AGENCY, ENGAGED BY THE OWNER, SHALL REVIEW THE TEST PROCEDURES AND INSPECTIONS WITH THE STRUCTURAL ENGINEER OF RECORD, THE GENERAL CONTRACTOR, AND THE OWNER PRIOR TO CONDUCTING TESTS AND INSPECTIONS. A. EARTHWORK B. CAST -IN-PLACE CONCRETE G. UNIT MASONRY 6. FOUNDATIONS FOR THIS STRUCTURE ARE SPREAD FOOTINGS BEARING ON EITHER VIRGIN SOIL OR CONTROLLED COMPACTED FILL WITH AN ASSUMED SOIL BEARING CAPACITY OF 3000 PSF IN ACCORDANCE WITH THE OWNER'S GEOTECHNICAL ENGINEER'S REPORT BY JORDAN CONSULTING ENGINEERS, P.C., DATED 10/18/17. THE OWNER'S GEOTECHNICAL ENGINEER SHALL VERIFY, PRIOR TO POURING CONCRETE, THAT THE SOIL IS CAPABLE OF SUPPORTING SUCH A LOAD AND IS CONSISTENT WITH THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PROTECT THE FOOTINGS AND SLABS FROM DAMAGE FROM FROST HEAVE DURING CONSTRUCTION UNTIL THE FINAL DESIGN STRUCTURE IS COMPLETE. CAST -IN-PLACE CONCRETE QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING READY -MIXED CONCRETE PRODUCTS AND THAT COMPLIES WITH ASTM C 9410 94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT. 1, MANUFACTURER CERTIFIED ACCORDING TO NRMCA'S "CERTIFICATION OF READY MIXED CONCRETE PRODUCTION FACILITIES." REF CIVIL B. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY, ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, QUALIFIED ACCORDING TO ASTM C { 1077 AND ASTM E 329 FOR TESTING INDICATED, AS DOCUMENTED ACCORDING TO ASTM E 548. 1. PERSONNEL CONDUCTING FIELD TESTS SHALL BE QUALIFIED AS ACI CONCRETE FIELD TESTING TECHNICIAN, GRADE 1, ACCORDING TO ACI CP -01 4" SHELF OR AN EQUIVALENT CERTIFICATION PROGRAM. TYP 2. PERSONNEL PERFORMING LABORATORY TESTS SHALL BE ACI -CERTIFIED CONCRETE STRENGTH TESTING TECHNICIAN AND CONCRETE LABORATORY TESTING TECHNICIAN - GRADE I. TESTING AGENCY LABORATORY SUPERVISOR SHALL BE AN ACI -CERTIFIED CONCRETE LABORATORY TESTING TECHNICIAN - GRADE 11, C. SOURCE LIMITATIONS: OBTAIN EACH TYPE OR CLASS OF CEMENTITIOUS MATERIAL OF THE SAME BRAND FROM THE SAME MANUFACTURER'S PLANT, W OBTAIN AGGREGATE FROM ONE SOURCE, AND OBTAIN ADMIXTURES THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. 0= D. WELDING: QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWS D1.4, "STRUCTURAL WELDING CODE --REINFORCING STEEL." E. ACI PUBLICATIONS: COMPLY WITH THE FOLLOWING UNLESS MODIFIED BY REQUIREMENTS IN THE CONTRACT DOCUMENTS: 1. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE," SECTIONS 1 THROUGH 5. SECTIONS 1 THROUGH 5 AND SECTION 7, „LIGHTWEIGHT CONCRETE." 2. ACI 117, "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS." LOCATE TRANSITION IN F. CONCRETE TESTING SERVICE: ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM MATERIAL EVALUATION TESTS AND TO DESIGN >< THE FIELD BASED ON CONCRETE MIXTURES, G. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE TO COMPLY WITH REQUIREMENTS IN DIVISION 01 SECTION "PROJECT AMOUNT OF RETAINAGE, Q MANAGEMENT AND COORDINATION."I REF SECTION 1/S1.0 SIM 1. BEFORE SUBMITTING DESIGN MIXTURES, REVIEW CONCRETE DESIGN MIXTURE AND EXAMINE PROCEDURES FOR ENSURING QUALITY OF CONCRETE 51.{ MATERIALS. REQUIRE REPRESENTATIVES OF EACH ENTITY DIRECTLY CONCERNED WITH CAST -IN-PLACE CONCRETE TO ATTEND, INCLUDING THE FOLLOWING: to a. CONTRACTOR'S SUPERINTENDENT. -� '' W b. INDEPENDENT TESTING AGENCY RESPONSIBLE FOR CONCRETE DESIGN MIXTURES. > C. MIX CONCRETE MANUFACTURER. TOP OF PAD = DATUM ELEVATION = U-0". REF < t ryLLXW 0 d. CONCRETE SUBCONTRACTOR. CLU ir CIVIL DRAWINGS FOR GEODETIC ELEVATION 2. REVIEW SPECIAL INSPECTION AND TESTING AND INSPECTING AGENCY PROCEDURES FOR FIELD QUALITY CONTROL. CONCRETE FINISHES AND X - FINISHING, COLD -AND -HOT WEATHER CONCRETING PROCEDURES, CURING, PROCEDURES, CONSTRUCTION CONTRACTION AND ISOLATION JOINTS, I w AND BOND BREAK MATERIAL, FORMS AND FORM REMOVAL LIMITATIONS, SHORING AND RESHORING PROCEDURES, VAPOR- RETARDER ---Amo INSTALLATION, ANCHOR ROD AND ANCHORAGE, DEVICE INSTALLATION TOLERANCES, STEEL REINFORCEMENT INSTALLATION, FLOOR AND SLAB X\ FLATNESS AND LEVELNESS MEASUREMENT, CONCRETE REPAIR PROCEDURES, AND CONCRETE PROTECTION. SIM LOCATE TRANSITION IN FIELD QUALITY CONTROL THE FIELD BASED ON mow' A. TESTING AND INSPECTING: OWNER WILL ENGAGE A SPECIAL INSPECTOR AND QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS -1-7 AMOUNT OF RETAINAGE,us AND INSPECTIONS AND PREPARE TEST REPORTS. TESTING AGENCY SHALL PROVIDE CERTIFICATION OF FIELD AND LABORATORY TECHNICIANS FOR TYP REF SECTION 1151.0 uj Lu QUALIFICATIONS REQUIRED IN ACI 318-08, SECTION 5.6.1 AND PARAGRAPH B.1 AND .2 OF THIS SPECIFICATION. 0 B. INSPECTIONS: 1. STEEL. REINFORCEMENT PLACEMENT. 2. VERIFICATION OF USE OF REQUIRED DESIGN MIXTURE.'* 3. CONCRETE PLACEMENT, INCLUDING CONVEYING AND DEPOSITING. '± 4. CURING PROCEDURES AND MAINTENANCE OF CURING TEMPERATURE.`s.-,� C, CONCRETE TESTS: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED ACCORDING TO ASTM C 172 AS MODIFIED IN THESE REF CIVIL DRAWINGS ZZ7 SPECIFICATIONS, SHALL BE PERFORMED ACCORDING TO THE FOLLOWING REQUIREMENTS: FOR EXTENT OF `I'If{ .IA 7/ jI'°FM 1. TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FOR EACH DAYS POUR OF EACH CONCRETE MIXTURE EXCEEDING 5 CU. YD., BUT LESS CONCRETE TANK THAN 25 CU. YD., PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD, OR FRACTION THEREOF. 'Uc. No, 046wt PAD. CHAMFER OR �r 2. SLUMP: ASTM C 143/C 143M, ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S r TOOL EDGES PER POUR OF EACH CONCRETE MIXTURE. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. P F �r , 3. AIR CONTENT: ASTM C 231 PRESSURE METHOD FOR NORMAL -WEIGHT COINCRETE; ASTM C 173/C 173M VOLUMETRIC METHOD FOR STRUCTURAL CIVIL DRAWINGS ,<a , ry; T LIGHTWEIGHT CONCRETE; ONE TEST FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETEr;t1�' 4. CONCRETE TEMPERATURE: ASTM C 1064/C 1064M; ONE TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEG F AND BELOW AND WHEN 80 DEG F AND ABOVE, AND ONE TEST FOR EACH COMPOSITE SAMPLE. 5. COMPRESSION TEST SPECIMENS: ACI 318-08 AND ASTM C-31-06, SAMPLES SHALL BE TAKEN FROM CONCRETE PUMP DISCHARGE HOSE WHEN CONCRETE IS TRANSPORTED BY CONCRETE PUMP. RETAINING WALLr PLAN 1. CAST AND LABORATORY CURE 6 X 12 CYLINDER SPECIMENS OR 4 X 8 CYLINDER SPECIMENS. TEST SPECIMEN SIZE SHALL BE AGREED UPON BY A/E AND TESTING AGENCY BEFORE CONSTRUCTION. 114„ - 1'-0"' C10 LWLdT] 6. COMPRESSIVE -STRENGTH TESTS: ASTM C 39-05 a. 6 X 12 SPECIMENS: TEST ONE LABORATORY -CURED SPECIMEN AT 7 DAYS AND ON SET OF TWO SPECIMENS AT 28 DAYS, TEST ONE SPECIMEN < � AT 56 DAYS IF REQUIRED. N � b. 4 X 8 SPECIMENS: TEST TWO LABORATORY -CURED SPECIMENS AT 7 (DAYS AND ONE SET OF THREE SPECIMENS AT 28 DAYS. TEST ONE moo SPECIMEN AT 56 DAYS IF REQUIRED. y tv C. A COMPRESSIVE -STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVE STRENGTH FROM A SET OF SPECIMENS OBTAINED FROM SAME � `� COMPOSITE SAMPLE AND TESTED AT AGE INDICATED. n 7. STRENGTH OF EACH CONCRETE MIXTURE WILL BE SATISFACTORY IF EVERT AVERAGE OF ANY THREE CONSECUTIVE COMPRESSIVE -STRENGTH ' ;2s: Co Z)F- w w `� U < �- TESTS EQUALS OR EXCEEDS SPECIFIED COMPRESSIVE STRENGTH AND NO COMPRESSIVE -STRENGTH TEST VALUE FALLS BELOW SPECIFIED _ ] U)> COMPRESSIVE STRENGTH BY MORE THAN 500 PSI.` 8. TEST RESULTS SHALL BE REPORTED IN WRITING TO ENGINEERS, CONCRETE MANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. 0mo REPORTS OF COMPRESSIVE -STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME AND NUMBER„ DATE OF CONCRETE PLACEMENT, z: 0 NAME OF CONCRETE TESTING AND INSPECTING AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, <[ , CONCRETE MIXTURE PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28 -DAY TESTS. z: c� c 9. NONDESTRUCTIVE TESTING: IMPACT HAMMER, SONOSCOPE, OR OTHER NONDESTRUCTIVE DEVICE MAY BE PERMITTED BY ENGINEER BUT WILL NOT `q uj BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF CONCRETE. z 10. ADDITIONAL TESTS: TESTING AND INSPECTING AGENCY SHALL MAKE ADDIIHONAL TESTS OF CONCRETE WHEN TEST RESULTS INDICATE THAT #5 AT 16" OC CENTERED IN - - 0 SLUMP, AIR ENTRAINMENT, COMPRESSIVE STRENGTHS, OR OTHER REQUIREMENTS HAVE NOT BEEN MET, AS DIRECTED BY ARCHITECT. TESTING WALL. #5 AT 32" OC AT SIM. 0 AND INSPECTING AGENCY MAY CONDUCT TESTS TO DETERMINE ADEQUACY OF CONCRETE BY CORED CYLINDERS COMPLYING WITH ASTM C 42/C GROUT ALL CELLS 42M OR BY OTHER METHODS AS DIRECTED BY ARCHITECT, CONTRACTOR SHALL PAY FOR ADDITIONAL TESTS. CONTAINING REINFORCING CONT 8" DEEP BOND 11. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR BEAM WITH (1) #5 ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS. 12. CORRECT DEFICIENCIES IN THE WORK THAT TEST REPORTS AND INSPECTIONS INDICATE DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS.. TOP OF WALL VARIES REF CIVIL DRAWINGS UNIT MASONRY 4" SPLIT FACE CMU TO MATCH Ll f - - ' OTHER WALLS ON THE PROPERTY .l QUALITY ASSURANCE 'f 8" CMU A. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY QUALIFIED ACCORDING TO ASTM C 1093 FOR TESTING INDICATED, AS DOCUMENTED w 4" CMU BELOW GRADE ," ACCORDING TO ASTM E 548. d ! , f " #6 AT 12 OC EA WAY, LAP SPLICE 3-0 MIN B, SOURCE LIMITATIONS FOR MASONRY UNITS: OBTAIN EXPOSED MASONRY UNITS OF A UNIFORM TEXTURE AND COLOR, OR A UNIFORM BLEND WITHIN THE � � % . , 3" CLEAR FROM BOTTOM AND SIDES � ?� RANGES ACCEPTED FOR THESE CHARACTERISTICS, THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER FOR EACH PRODUCT REQUIRED,1� u fr '^� z C. SOURCE LIMITATIONS FOR MORTAR MATERIALS: OBTAIN MORTAR INGREDIENTS OF A UNIFORM QUALITY, INCLUDING COLOR FOR EXPOSED MASONRY, ii <c, \ #57 STOINE - ;; ,, 12" THICK CONCRETE FROM A SINGLE MANUFACTURER FOR EACH CEMENTITIOUS COMPONENT AND FROM ONE SOURCE OR PRODUCER FOR EACH AGGREGATE. BACKFILL - F'. , ' f TANK PAD J U} r D. PRECONSTRUCTION TESTING SERVICE: OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM PRECcONSTRUCTION TESTING <W ' ; ` REF CIVIL DWGS FOR TOP INDICATED BELOW. PAYMENT FOR THESE SERVICES WILL BE MADE BY OWNER, RETESTING OF MATERIALS THAT FAIL TO MEET SPECIFIED REQUIREMENTS DRAINAGE PIPE SHALL BE DONE AT CONTRACTOR'S EXPENSE. w REF CIVIL r - OF SLAB ELEVATION C „�,,� 1. CLAY MASONRY UNIT TEST: FOR EACH TYPE OF UNIT REQUIRED PER ASTIA C 67. rr �- f ' ` 1 f ' .z Lu LLQ t� '� f DRAWINGS f r _r- 2. CONCRETE MASONRY UNIT TEST: FOR EACH TYPE OF UNIT REQUIRED, PER ASTM C 140. 1 ` y d 7 E. FIRE -RESISTANCE RATINGS: WHERE INDICATED, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE OF ASSEMBLIES WITH FIRE -RESISTANCE � _� `; � r �' � ' V, l.l. �'" RATINGS DETERMINED PER ASTM E 119 BY A TESTING AND INSPECTING AGENCY BY EQUIVALENT CONCRETE MASONRY THICKNESS OR BY OTHER MEANS #5 BARS - - '" k r `� '` L r AGENCY, , r "r c w Y; �- ,.{ -..�'� ,r ti .,�{ , 12" CMU GROUT SOLIDUJ "' Q cn AT 12 OC AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. #57 STONE FIELD QUALITY CONTROL A. INSPECTORS: OWNER WILL ENGAGE QUALIFIED INDEPENDENT INSPECTORS TO PERFORM INSPECTIONS AND PREPARE REPORTS. ALLOW INSPECTORS - (3) #5 BARS LAP SPLICE 2 6 MIN ACCESS TO SCAFFOLDING AND WORK AREAS, AS NEEDED TO PERFORM INSPECTIIONS, (2) #5 BARS, LAP C[ 1. PLACE GROUT ONLY AFTER INSPECTORS HAVE VERIFIED COMPLIANCE OF GROUT SPACES AND GRADES, SIZES, AND LOCATIONS OF m'_ m SPLICE 2'-6'r MIN REINFORCEMENT._ Lli B. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS - - (D INDICATED BELOW AND PREPARE TEST REPORTS: < ¢ J 1. PAYMENT FOR THESE SERVICES WILL BE MADE BY OWNER. 2'-0" 1'-3 518"' 1'-0'" J " z 2. RETESTING OF MATERIALS FAILING TO COMPLY WITH SPECIFIED REQUIREMENTS SHALL BE DONE AT CONTRACTOR'S EXPENSE. v C. THE OWNER'S INDEPENDENT TESTING/INSPECTION AGENCY SHALL INSPECT THE MASONRY CONSTRUCTION DURING VARIOUS WORK STAGES FOR V-2" AT SIM 6" AT SIM `o COMPLIANCE WITH PROJECT DRAWINGS AND SPECIFICATIONS, AND KEEP RECORDS WHICH COVER THE FOLLOWING: L1J 1. QUALITY AND TESTING OF MASONRY UNITS. (� 2. PROPORTIONING, MIXING AND CONSISTENCY OF MORTAR AND GROUT, LAYING, MORTARING, AND GROUTING OF MASONRY UNITS AND ELEMENTS. 3. CONDITION, GRADE, SIZE, SPACING AND PLACEMENT OF REINFORCEMENT. SECTION 4. ANY SIGNIFICANT OR UNUSUAL CONSTRUCTION LOADS ON MASONRY STRUCTURAL ELEMENTS. 5. GENERAL PROGRESS OF WORK U) 6. WHEN AMBIENT TEMPERATURE FALLS BELOW 40 DEG F OR RISES ABOVE 100 DEG F, A COMPLETE RECORD OF WEATHER CONDITIONS AND OF 3141" - 1'-0'" S1.0 51,0 DATE: 10/30/17 PRECONDITIONING AND PROTECTION GIVEN TO MASONRY MATERIALS AND PROTECTION AND CURING OF COMPLETED WORK SHALL BE MAINTAINED. DMWPV JOB NUMBER: 1709-29 7. INSPECTION RECORDS SHALL BE FURNISHED TO BUILDING OFFICIAL, OWNER AND ARCHITECT/ENGINEER DURING PROGRESS OF THE WORK, 8. THE INSPECTOR SHALL NOT SUPERVISE THE CONSTRUCTION; HOWEVER, HE SHALL VISIT THE PROJECT WITH THE FREQUENCY NECESSARY TO SHEET NO: OBSERVE THE VARIOUS STAGES OF WORK AND LONG ENOUGH AT EACH VISIT TO ASCERTAIN THAT IT IS BEING DONE IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND CODE REQUIREMENTS. THE INSPECTOR SHALL BE PRESENT AS FREQUENTLY AS HE DEEMS NECESSARY TO JUDGE WHETHER THE QUALITY OF THE WORK COMPLIES WITH THE CONTRACT DOCUMENTS; TO SEE THAT MASONRY MATERIALS ARE OF THE CORRECT QUALITY AND PROPERLY INSTALLED; AND, TO SEE THAT TESTS FOR QUALITY CONTROL ARE BEING MADE AS SPECIFIED. D. EVALUATION OF QUALITY CONTROL TESTS: IN ABSENCE OF OTHER INDICATIONS OF NONCOMPLIANCE WITH REQUIREMENTS, MASONRY WILL BE siso CONSIDERED SATISFACTORY IF RESULTS FROM CONSTRUCTION QUALITY CONTROL TESTS COMPLY WITH MINIMUM REQUIREMENTS INDICATED. E. TESTING FREQUENCY: ONE SET OF TESTS FOR EACH 5000 SQ, FT. OF WALL AREA OR PORTION THEREOF.