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Home My WebLink AboutSP-24-03 - Plans - Record - 0110 Kimball AvenueX X W W W W W W W W W D D D D D D D S S S S S S S S S D D D D D DDDDD D RE T A I N I N G W A L L S D W S D W W W W W W W W W W W W CONCRETE STEPS CONCRETE CURBING END D D D ASPHALT CURBING ASPHALT CU R B I N G FO + 348.7' D EXISTING OFFICE BUILDING FFE= 338.7 110 KIMBALL AVE. EXISTING OFFICE BUILDING FFE= 348.7 120 KIMBALL AVE. KIMBALL AVE C O M C A S T W A Y SH U N P I K E R O A D FENCED DUMPSTER ENCLOSURE AND CONCRETE PAD S S S S W W W W W W 8" PVC 1 2 " H D P E i=331.6 348 D D D 3 4 7 12 " H D P E 12" HDPE 12 " 24"24" D 342 LANDSCAPING BEDS 34 3 339 339 O H P OH P OH P OH P OH P OH P UP UP UPFOFOFO UP FLUSH CURB 338 FLUSH CURB CURBCUT (TYP.) CONCRETE SIDEWALK 33 8 CONCRETE SIDEWALK CO N C R E T E S I D E W A L K 50' WETLAND BUFFER 337 50' W E T L A N D BUFF E R 33 8 LANDSCAPE ISLAND i=328.62 i=327.64 i=328.84 12" HDPE X X X X X X CHAINLINK FENCE 33 4 CHAINLINK FENCE END STOCKADE FENCE 6' TALL CONCRETE CURBING END ASPHALT CUR B I N G CLASS II WETLAND ASPHALT CURBING D 12" HDPE i=329.0 13 13 28 12 9 14 1614 332 16 7 29 10 8 6 12 30 ' R E A R SE T B A C K 10' SIDE SETBACK 65 ' S E T B A C K T O RE S I D E N T I A L U S E 10' SIDE SETBACK 10' SIDE SETBACK 50 ' F R O N T SE T B A C K 50 ' F R O N T SE T B A C K 30' FRONT SETBACK 329 32 8 3 3 8 34 2 3 4 6 34 9 3 4 3 3 3 7 3 3 8 336 33 1 337 338 342 343 347 34 9 351 33 8 33 1 33 1 D D D 15 S S S UG UG U G UG UG UG UG UG UT UT UTUT UT UT UT UT DMH R=335.6 65' SETBACK T O RESIDENTIAL U S E 35 3 351 35 2 3 5 2 35 1 351 34 9 3 4 9 3 4 9 3 4 8 34 8 3 4 9 347 344 341 33 8 338 33 6 3 3 3 33 1 3 3 1 3 2 9 32 8 336 334 337 333 33 9 34 3 34 4 34 1 34 8 34 7 3 4 1 3 4 2 3 4 4 33 9 3 4 6 3 4 8 3 3 6 33 3 334 33 2 339 341 344 348 34 6 352 329 332 35 0 350 350 35 0 35 0 345 340 340 330 330 345 350 350 335 335 330 (APPROX.) G G G G G G G G G G G G G G CB R:347.55 CB R:347.50 CB R:341.23 CB R:341.3 CB R:347.64 CB R:349.60 i=336.29 i=336.88 i=336.36 i=336.47 i=337.52 STMH R:337.4 CB R:350.60 CB R:350.50 CB R:333.0 i=327.58 12" H D P E i=333.2 12 " H D P E 18" RC P 12 " 331 SNOW STORA G E BIKE RACK BIKE RACK BIKE RACK BIKE RACK PROPOSED CONVERSION OF EXISTING INFILTRATION BASIN TO GRAVEL WETLAND BASIN 1 CRUSHED STONE DIAPHRAGM DRY BASIN & OUTLET STRUCTURE PRETREATMENT FOREBAY/RAIN GARDEN DISCONNECTION AREA LEVEL SPREADER EXISTING FILTER STRIP PRETREATMENT AREAS 331 D PLANTED WETLAND SURFACE @ 332.0' PROPOSED OUTLET STRUCTURE 6" PERFORATED RISER (TYP.) EXISTING CULVERT TO REMAIN, REMOVE OUTLET STRUCTURE AND ADD FLARED END SECTION i = 332.8 6" PERFORATED RISER (TYP.) PROPOSED 6" CULVERT @ 329.0' 6" PERFORATED PVC HEADER WITH CLEANOUT EXISTING STONE DIAPHRAGMS 0 Feet Graphic Scale 30 30 60 90 120 VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 7637 CIVIL JER E M Y M . MAT O S K Y ST A T E O F VER M O N T P R O F E SSIONA L E N GI NEER LICE N S E D Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory DXWKRULWLHV¬ They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive SURSHUW\¬ Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 01/06/20 ALDStormwater Redesign ¬ 0980-00110 98 0 3 0 , 2 0 0 0 0 0 8 Stormwater Site Plan C4-01 6/20/2017 1" = 30' 17-005 RMP JAD ¬¬ 346 110 & 120 Kimball 110 & 120 Kimball Avenue South Burlington, Vermont CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER: 1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC . 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS 2)68&+$1$785($672(67$%/,6+7+$7$1<´7(&+1,&$/'$7$µ21:+,&+&2175$&7255(/,(',6 MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) 7+(&2175$&7256+$//%(5(63216,%/(72&217$&7',*6$)(6<67(06,1&´',*6$)(µ$7/($67 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM. 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY . 7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. 9.UTILITIES SHOWN ARE APPROXIMATE AND DO NOT NECESSARILY REPRESENT ALL UTILITIES LOCATED ON OR ADJACENT TO THE AREA SURVEYED. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 10.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN ARE TO BE REMOVED OR PROPERLY ABANDONED AS INDICATED ON THE PLANS. 11.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. 12.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 13.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 14.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 16.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND ALL CONSTRUCTION SAFETY REGULATIONS. 17.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 18.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION. 19.ALL SYSTEM COMPONENTS (TANKS, PIPES, JOINTS) SHALL BE WATERTIGHT. 20.IF CONTRACTOR IS TO ADJUST ANY POTABLE WATER LINE CROSSINGS THEY SHALL CONSULT WITH ENGINEER TO MEET REQUIREMENTS SHOWN ON THE DETAIL SHEET "WATER/SEWER CROSSING" DETAIL. 21.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN. 22.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO CONDUCTING ROCK REMOVAL. 23.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT . ALL EARTH MATERIAL RECEIVED OR DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES. 24.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING, BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER. 2 02/19/20 ALDMinor Stormwater Updates (E)WAITING (E)BUSINESS OFFICE (E)IMAGING ALCOVE (E)STERILIZATION (E)LAB(E)PRIVATE OFFICE (E)COAT CLO. (E)COAT STORAGE (E)MECHANICAL (E)PATIENT RESTROOM (E)STAFF RESTROOM / LAUNDRY (E)HYG. ROOM (E)TRE. ROOM (E)TRE. ROOM (E)HYG. ROOM (E)CONFERENCE ROOM IN F I L L IN F I L L NE W A R C H W A Y ELEVATOR, STAIRS, AND PUBLIC RESTROOMS LOCATED IN COMMON CORRIDOR STAFF LOUNGE DIGITAL LAB 42" THIS PLAN HAS BEEN DESIGNED FOR AN OFFICE WHERE NO SEDATION TO MODERATE SEDATION (AS DEFINED BY NFPA 99) IS BEING ADMINISTERED. IF DEEP SEDATION AND/OR GENERAL ANESTHESIA (AS DEFINED BY NFPA 99) WILL BE ADMINISTERED, THERE MAY BE ADDITIONAL SPACE, EQUIPMENT, AND CODE REQUIREMENTS. A SEDATION QUESTIONNAIRE CAN BE REQUESTED FROM THE HENRY SCHEIN EQUIPMENT SPECIALIST. IT IS THE ARCHITECT/CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL CODE RESTRICTIONS & CLEARANCES ARE MET. PHOTO AREA LO C K E R S (E)STORAGE (E) PANTRY SURGICAL SUITE STORAGE ALL NEW TREATMENT ROOM UTILITIES TO BE TIED INTO EXISTING DENTAL MECHANICAL SYSTEMS. SEE HENRY SCHEIN REP. DENTAL CHAIR AND CABINET UTILITIES TO BE LOCATED ON JOB-SITE PER MANUFACTURER'S TEMPLATES. LOCATIONS TO BE APPROVED BY DOCTOR AND HENRY SCHEIN EQUIPMENT SPECIALIST PRIOR TO ROUGH-IN. SA.0 24 x 361/4"=1'-0" FLOOR PLANPROPOSED FLOOR PLAN 1/4"=1'-0" -I M P O R T A N T N O T E - TH I S D O C U M E N T H A S B E E N P R E P A R E D A S A N I N S T R U M E N T O F PR O F E S S I O N A L S E R V I C E A N D IS N O T A N A R C H I T E C T U R A L P L A N . TH E I D E A S / D E S I G N I N C L U D E D H E R E I N A R E T H E S O L E P R O P E R T Y OF H E N R Y S C H E I N , I N C . A N D A R E P R O T E C T E D U N D E R CO P Y R I G H T . T H E S E P L A N S M A Y N O T B E U S E D O R R E P R O D U C E D WI T H O U T E X P R E S S E D W R I T T E N C O N S E N T O F H E N R Y S C H E I N , I N C . AN D F U L L P A Y M E N T O F A N Y A S S O C I A T E D D E S I G N F E E S . AL L D I M E N S I O N S A R E S U B J E C T T O J O B - S I T E V E R I F I C A T I O N . REVISIONS: HENRY SCHEIN REP: PR O J E C T : LO C A T I O N : SCALE:SHT. SIZE: INT.SQ.FT.= 2023 by HENRY SCHEIN, INC.c REGION: PHONE #: PROJECT START DATE: FINALS START DATE: DRAWN BY: FINALS BY: CHECKED BY: PROJECT NUMBER: P: \ _ A L L R E G I O N S \ M E - B S B o s t o n N o r t h - S o u t h \ G i u l i a n e l l i , M a t t h e w \ G i u l i a n e l l i - 1 G - F 2 10 9 2 0 W L I N C O L N A V E , W E S T A L L I S , W I 5 3 2 2 7 he n r y s c h e i n i n t e g r a t e d d e s i g n . c o m HEN R Y SCH E I N R IN T E G R A T E D D E S I G N S T U D I O DR . M A T T H E W G I U L I A N E L L I 11 0 K I M B A L L A V E , S T E 2 3 0 SO U T H B U R L I N G T O N , V T 0 5 4 0 3 JASON GOSSELIN ME-BS (617) 719-3343 09/30/2021 09/25/2023 VLL VLL AKL 09/26/2023 VLL --/--/----- --/--/----- --/--/----- --/--/----- --/--/----- --/--/----- --/--/----- --/--/----- N/A 21-2420